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0027 CONNEMARA CIRCLE (2)
Cp �n�rn cxara.. C ��r-t �� l.J - s� S M E A D No. 10339 smead.com Made in USA -I&&CL&D o�WOW NOTES BENCH MARK--MAG. NAIL SET IN JOB NO. B06-10 SILVERAI.DWG PAVEMENT=36.34 TOWN G.LS.t0.4' n - (28'-7' OFF CENTER OF UTIUTY POLE) 1. LOCUS IS A.M. 291, PARCEL 292. i, 2. ELEVATI%lS SHOWN ARE TOWN GIS t0.4' 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. 4. OFFSETS SHOWN ARE TO SHEETING ON ,EXISTING BUILDING.' m rn 0 N Z • Q . CIRCLE CONNEMARA N 82-55'40" E STAKE & 85.00 TACK SET N O � 37.V N/F N/F DURAO r EXIST.'®WELLING SILVERA Top Found.-37.0 N 38-S O Z 1o.5 to O f N C5 W rn Fn A, r o t LOT 98 10,508±S.F. p STAKE & 85.0 STAKE & TACK SET W TACK SET g g2'5540 N/F N/F MORSE PERRY I CERTIFY THAT THE LOCATIONS.:SHOWN ON THIS . PLAN WERE.MEASURED IN THE FIELD ON 12/24/07. ASBUILT PLAN -OF FOR �" N ) JOAN Y. SILVERA ,J ME _yN, LOT 98, 27 CONNEMARA CIRCLE, HYANNIS, MA. ILLt P -- DECEMBER 24, 2007 SCALE: 1"=30' RONALD J. CADILLAC, PLS, RS. P.C. PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN ZQ-7 P.O. BOX 258 WEST YARMOUTH, MA 02673 ©2007 BY R.J. CADILLAC (508) 775-9700 Town of Barnstable Building Department - 200 Main Street BARNSTABLE,MASS * Hyannis, MA 02601 9�A 16.19. A,�' - (508) 862-4038 certificate of Occupancy Application Number: 200703747 CO Number: 20080228 Parcel ID: 291292 CO Issue Date: 12131/08 Location: 27 CONNEMARA CIRCLE Zoning Classification: RESIDENCE B DISTRICT Proposed Use: DEVELOPABLE LAND Village: HYANNIS Gen Contractor: DIBIASE, DENNIS Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed TOWN OF BARNSTABLE p... , Bulid�ng Application Ref: 200703747 • BARNSTABI.E, Issue Date: 06/12/08 Per■ ■ ■'t 9 MASS Qpp 16g9. Applicant: DIBIASE DENNIS rFG Mph a � Permit Number: B 20081228 Proposed Use: DEVELOPABLE LAND Expiration Date: 12/10/08 Location 27 CONNEMARA CIRCLE Zoning District RB Permit Type: NEW SINGLE FAMILY HOME Map Parcel 291292 Permit Fee$ 25.00 Contractor WHITE,DAVID C. Village HYANNIS App Fee$ 100.00 License Num 083898 Est Construction Cost$ 175,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND MODULAR HOME-.1 BEDROOM AND 1 BATH THIS CARD MUST BE KEPT POSTED UNTIL FINAL SEE TEXT!!!! INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: SILVERA,JOAN.Y TRUSTEE BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 35 CONNEMARA-CIRCLE INSPECTION HAS BEEN MADE. HYANNIS, MA 02601 Application Entered by: PC Building Permit Issued By: THIS PERMIT CONVEYS'NO RIGHT TO OCCUPY ANY'STREET ALLY OR SIDEWALK OR ANY PART THEREOF;EITHER TEMPORARILY OR PERMANENTLY. < - ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER.THE BUILDING CODE,MUST BE.APPROVED BY,THE JURISDICTION. STREET,OR''ALLY GRADES-AS WELL ASDEPTH AND=LOCATION OF PUBLIC SEWERS'MAY BE OBTAINED FROM-THE DEPARTMENT OF'PUBLIC WORKS.' THEISSUANCE OF\THIS PERMIT DOES NOT RELEASE THE-APPLICANT FROM THE CONDITIONS-OF ANY<APPLICABLE SUBDIVISION RESTRICTIONS MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION.. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(a§_set forth in MGL c.142A). 3 , y BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 ;=o z> P� 1 Ro�6h) �j�as' 1 2�� �� P� c / S v ✓ _q 3 R ©f�_ 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health f �.Ty \^C�\^`] `1\ `V/ V �\ O � Q -_. _ fp iF,N�$-SLS r� t a amp i !xt EH� r r 4 2 * t{1 N y �Z >w J � � > - � l 3 � L g S III r k< ? 1 3 al t ��5�,;,r• r Wn h �i '� Y. ��, �•.. di 53 x�il :lyx� Wp'. d Y r r�a PF 27 Connemara Circle, Hyannis 4/18/08 x .Fs a'^t."a"�•Sc.-1,M4 is fya�n �' ,a.-�.-'e x - ,� � .�3 ,� r i t i 27 Connemara,Circle, Hyannis 4/18/08 ti pp 27 Connemara Circle, Hyannis 4/18/08 sr a t� f ��i � ? �u r s o�4;� rYA` x c � a { x ; � 5 27 Connemara Circle, Hyannis 4/18/08 i hF' Any �.... �� �: Yrm t t 4..{�+. ALy� F } J. 4 .r} krA g` -r3 NFr'wlar?,=s 05 a`dr e „� � � a Lt rtl�Y'>: � :r;✓�`SLr iy �� +j�aF"�yv �. i F,`` aV''31 r t� J � z 'z•'ce' '�a*,,,�y. '""�P`A:N��.A..A �. s. t E'� .. '-i L 14•rr "S �n,s �^�a+-�.,,��`y-,��ea.Afiww—� 2r "r• ° yr•r; r ry � � L' +, „yAyr r.i.`�3,�' S.51�.k a• s rrt1 ' i t` S x d .t H.•7 t.� T♦ .?fie{-f1.�+-��"'���* � - � 4 t t gnm t I 27 Connemara Circle, Hyannis 11 4/18/08 I �oFtrti Town of Barnstable °* Regulatory Services v '"M S.„ Thomas F. Geiler, Director A TFvr,�,ra Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 April 18,2008 Mr.Dennis Dib iase c/o Kelley Industries PO Box 459 Marstons Mills,MA 02648 " Re:27 Connemara Circle,Hyannis,MA 02601 Dear Mr. Dibiase, Upon review of the information supplied to and gathered by this office,an engineer registered in Massachusetts is needed to certify the set and structural integrity of the modular building at the above referenced property.This will be the quickest way to resolve the ongoing concerns'about this project. It will also be the quickest way to allow you to remove yourself from the permit and to allow the owner to change contractors so this project can move forward. Also,as discussed at our last meeting on site,you and the owner need to establish in writing,who is responsible for.what. If you disagree.with this decision,you do have the right to appeal it to the state. Please feel free to contact this office if you have any questions. Sincerely, D � pore Paul Roma Local Inspector 1 oS s STO ? ns —" M. yr."'"-4 xt5!. �r #:ask ' ti MR aAN, ON � - \f�. } g� ro 3 r F v .r.tk- js§+i � t `7YxINSfa'C+i _•. >`Y.. -'•W�,: p 5 '" ' RIA MMW :3+�*Cu -�t<�Xf?�..& .• ��..`�'�'C'`tea °'3 '.�`t� ����' - r 3 (ka*lM "0.��14 s S:SSc ar '� 27 Connemara Circle Hyannis annis 1/2 08 I 3 w a i„F, I � `r Era 5y„ •� " Y ti' �T' a,. 1 1 us [ rn F , �. 57 F � ri1 � r T?� Y A d � 27 Connemara Circle, Hyannis 1/2/08 4 ;r I airy: 00 27 Connemara Circle, Hyannis 4i 18/08 it 7y a 3 Rr: 4 g 4 Q l � � 27 Connemara Circle, Hyannis /l -4/18/08 Q'.'�r• Yi. �ry� sly,,, M { 3 27 Connemara Circle, Hyannis 4/18/08 ry • e t t �n r � a +r � a 27 Connemara Circle, Hyannis 4/18/08 01 r 27 Connemara Circle, Hyannis 4/18/08 . :. . yh} u t, 27 Connemara Circle, Hyannis 4/18/08 i_ - _ , _ r x 3 i x x 27 Connemara Circle, Hyannis 4/18/08 40 AI {„ 06 27 Connemara Circle, Hyannis 4/18/08 Il�_ i *fr d. 27 Connemara Circle, Hyannis 4/18/08 cN^ fj Kw.-t' ' } k' 27 Connemara Circle, Hy 3/7/08 * ' 10664 �0190-�V" 00, �» �. w.,e.�•� .. �� r,w+""+'ray" 0°�r M•y,y� Wow rr�"",,y�,s✓, . . WAls F4AIT. 27 Connemara Circle, Hy 3/7/08 . i 4 , -xi0 k" r y t � �.,>: .� 4� -. b+f�'' ,T. '�' ' `. .. ,..-.,.::fir,;.•. - .. .. .. 27 Connemara Circle, Hy 3/7/08 Imo_ J f e' 0 k -S c ¢ ky i } �f 27 Connemara Cirde, Hy 3/7/08 4-4 jl t 27.Connemara Cirde, Hy 3/7/08 IL W N41t!' A 1�'NRt �ous6wRAP , .. • Yates"" e.»" .. , ,. �. .. ,,,^ pt_1► . 27 Connemara Circle, Hyannis 12/21/07 ' 3 k {a 9 S( f I i i 27 Connemara Circle, Hyannis 12/21/07 th♦ tW lfi*.,T� { 9�°a 'f^;ja �Ri;'. Al j _ ,. Ilm •,. Al 2 � myr Fi AQ// .. .. , "Awl I I pp i Y O c{Y sue' ie N/ .a .: r'..►r'F.ter'.-�.w'—��r�_�..err. -_- `-""..- x. M m a "F' w ♦i.� 0 �1 .. � -. , h _- __.__ --� _�--- c �- --_�--�__--- � � i ` � � C�/ -' �' � / %' / - Mar 31 08 06:28a Dennis 617-389-4220 p,2 NlAK. Ll. luvo I I: lVPA1 r ' , PENN - LY4N HOMES CORPORATION Airport Rd,PC Box 27,Sdin%we,Pa.17070•Td.(570)3744004•fait PM 374-6053 March 27,2008 1A+eb:www.penn1yon.00m W.Paul Rom The Town of Barnstable Department of Health Safety&Envirmmeutal Services Building Division i 200 Main Street Hyannis,MA 02601 Y Fax:(508)790.6230_ Subject 27 Connemara Circde,Serial#11296 RE:L198 Dear Mr.Roma: I received a copy of your preliminary inspection report for the property located at 27 Comeman Circle from Dennis DiBiase of Kelly boduMies- In his Ietter he asked me to address the issue pertaining to the gaps between units which exceed 1".. All of our homes are desiped with a minimum of a 1"gap between vats. Typically the 1"is held but due to the fact that some foundations are not totally level a larger gap can oc=- A larger gap is acceptable since each half of the home is designed to independent of the other. Enclosed you will find a copy of a letter sealed by an engineer with NTA i=outlining tbis fact. The only connections that are required between emits are found on pages S12 and W16 in the approved drawing package. • S12,Shed Dormer Cross Section:V27 through bolts @ 6'-0"o.c.we required for connecting the(4)member floor girder. • W 16, Shed Dormer 120 MPH Wind Connections:Simpson CS22 straps w/(10) 1 Od nails arc required to connect trusses at every truss location If you have any additional questions,please feel free to contact meat(900)71"754,Evt. 218. Wily, Lamont A.Brown,Jr. Engmeering Manager Cc: Mickey Locey Jason Sprenkel Dennis DiBiase✓ ' Encl-NTA Letter Manufacdrrer9 ial Buildings Houses Commerc i Custom Homes Town g t PAY,I� 1. 2 0 0 V 4: 3 W M PENN LYON N0, 8165 P. 1 -PENN LYON HOMES CORPORATION Airport Rd.,P.O.Box 27,Selinsgrove, N, 17870•Tel.(570)3744004 Fax(570)374-6053 Web;www.pennlyon.com May 1,2008 Mr-, Paul Roma The Town of Barnstable Department of Health Safety&Environmental Services Building Division 200 Main Sheet Hyannis,MA 02601 Fax:'(508)790-6230 Subject; 27 Connemara Circle, Serial 411296 RE: L214 Dear Mr. Roma; I just reviewed the package that I received from your.office find I offer the following comments: Items taken from your Inspection Correction Report of the home. 1 Set,Manual Missing: Penn Lyon Homes supplies tvgo copies of the Modular Set Up Guide with each of our homes. One is supplied to the builder vAth the paperwork that is sent to him and the second is shipped in the kitchen sink for use by the set crew. 2. Locution of labels: On the approval Drawing A1.2,we show that the labels are to be located in two locations. One in the kitchen under the sink and one in the family room closet. I am not sure why the two labels were placed under the kitchen sink but,if necessary,we pan have them moved, 3, Gaps: My letter,Reference RE: 198, dated March 27, 2008; should have covered the issue concerning the 1-1/2" gap between the units. I can,have a copy of the letter from NTA sealed by a Massachusetts Engineer, Additional Item: 1; Steel Support Column Caps:. As shown on Drawing#S12 of the approved drawings the steel plate must meet the following criteria: Manufacturfrs Custom Homes,* Town Houses • Commercial Buildings MAY. ,1, 2008 s 4: 3241M PENN LYON NO. 8165 P. 2 • Material: 1/4" Springfield steel plate welded to the top of the column. • Size: Same width as the floor girder. • Shims: If required,the shims should be hardwood weds that are driven from each side between the girder and the steel plate located on the top of the column until they are tight. • Lags: Each steel support column caps must be secured to the girder with (4) 3/8" x 2" lag screws. This will give a penetration►of the lag into the girder of 1-3/411. If shims are used the length of the lag must be increased by the thickness of the shim. The shims must be predrilled before installing the lag in order to prevent them from splitting. I do hope that these comments and recommendations will help to bring this inspection and approval to a.conclusion.. If you have any additional questions,please feel free to contact me at(800) 788-4754,Ext. 218. Yours truly, Lamont A. Brown, Jr. Engineering Manager Cc: Mickey Locey Jason Sprenkel Dennis-DiBiase . i P. 1 Communication Result Report ( May, 2. 2008 10:43AM ) 2) Date/Time : May, 2. 2008 10:41AM File Page No, Mode Destination Pg (s) Result Not Sent ---------------------------------------------------------------------------=------------------------ 6220 Memory TX 915703748673 P. 2 X ---------------------------------------------------------------------------------------------------- Reason for error E. 1) Hang up or 1 i n e fail E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) Exceeded max. E—ma i 1 s i ze ns Town of Barnstable. Regulatory Services The..P.Geller,Direetor " Building Division Thomas Perry,cap,Building Commissioner 200 Main Stree(Hyannis,MA 02601 - www.towo.lusnste>tlema.us - .. Office:508-862-4039 Fez:508-790423D PLEASE FORWARD THE ATTACHED PAGE(S)TO: To: B9 U(OFfj� R Rzw if AWN: FAX NO: '. 7C) '1,-7yf le,7 RE: ')'7 CO"46— FROM: I L DATE: S =`a--0e FAGE(S): (INCLUDING COVER SHEET) i OFIME„ Town of Barnstable Regulatory Services y ssB`E' M � Thomas F. Geiler,Director 1639n.�p�� Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 May 2,2008 Mr. Lamont Brown Penn Lyon Corp. Airport Rd. P.O. Box 27 Selinsgrove,PA 17870 Re: 27 Connemara Circle, Hyannis,MA Dear Mr. Brown, This letter will confirm the receipt of your fax dated May 1,2008. It may be Penn Lyon policy to send two set guides,but during the preliminary inspection of March 7, 2008,neither the builder nor the building had one. Moving one of the labels would be pointless but documentation that these are in fact the correct modules is needed by this office. Your letter of March 27, 2008 states that, "...a larger gap is acceptable..."but does not specify how large. A letter from a Massachusetts engineer stating the size of acceptable gaps is required. As of this,date none of the requirements for the steel support columns have been complied with. Mr. Kelley left a message that the set crew will be on site Monday,May 5, 2008 to reset these columns yet again. If you have any questions,please feel free to contact me at(508) 862-4025. Sincerely; P ul Roma Local Inspector d �FfME lq,�, Town of Regulato * BARNSTABLE. MASS. Thomas F. G i639• ��, '°lFor A Building Thomas Pe Building Co 200 Main Street, H. www.town.ba:. Office: 508-862-4038 For Immediate Release April 28, 2008 TOWN OF BARNST - BUILDING SAFETY WHERE Y Hyannis, MA—When you enter a house or bui whether it is properly constructed and safe. Foil about building safety and fire prevention every safety, the Town of Barnstable is celebrating Bl g 11. ,Across the nation, communities will promc safety and fire prevention codes to protect lives Safety. Where You Live, Work and Play." "The imtnortant work we.do is.often overlooked �1 0 0 �I 9 � 0 J v- P, 1 Communication Result Report ( May. 1. 2008 9: 02AM ) 1) 2) Date/Time : May, 1. 2008 8; 54AM File Page No, Mode Destination Pg (s) Result Not Sent ------------------------------------ ---------------------------------------------------------------- 6193 Memory TX 915703746053 P. 18 OK ---------------------------------------------------------------------------------------------------- Reason for error E. 1) Hang up or l i ne fai l E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) Ex c e e d e d max. E-mail size Town of Barnstable Regulatory Services Thomas F.GdW,Director mso- Building Division Themaa Perry,CEO,Building Con a,iasioner 200 Again Street,Hyannis,AAA 02601 www.bwn.barnsmh[ema.ns Office! 509-962-4039 Fax:508-790"b230 PLEASE FORWARD THE ATTACHED PAGES)TO: . To: ATTN. -7 4FAX NO: S 7 Q 7 ej RE: c o H NE htdt2e9 f f YAWPS1 IM�{ FROM: fA-t)L 2pHk 11 DATE PAGE(S)t (INCLUDING COVER SHEET) 5 -70 7 tHE A Town of Barnstable Regulatory Services an �ce Thomas F. Geiler,Director iDrFOMn1" Building Division Thomas Perry,CBO, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us. Office: 508-862-403 8 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: - �� ATTN: FAX NO: RE: �� L0.tq �f b''1 Cl- I �CL� FROM: u L DATE: — �— O I O PAGE(S): I (INCLUDING COVER SHEET) a- �co „Rev:121901 oFt ra,, y Town of Barnstable Regulatory Services 9BA N BLE,�* Thomas F. Geiler,Director 163 p: Building Division Thomas Perry, CBO Building Commissioner 200 Main Street; Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 April 23,2008 Mr. Lamont Brown Penn Lyon Corp. Airport Rd.. P.O. Box 27 Selinsgrove,PA 17870 Re: 27 Connemara Circle,Hyannis,MA Dear Lamont, This letter will confirm some of the concerns/issues that we discussed today about the above referenced address and will by-pass most of the history of this project unless you feel it to be relevant. The items being faxed are numbered to try to give a sense of sequence but are by no means the beginning of the questions raised by this project. Enough irregularities are present to warrant a set inspection by a Massachusetts certified structural engineer. If you have any questions or need more detailed information,please feel free to call.- Sincerely, Paul Roma Local Inspector: `pF 1ME The Town ofBarnstable BARNSTABLE Department of Health Safety and Environmental Services .P MASS. m %63q. �0 °rfDMPi¢ Building Division - 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-740-6230 Inspection Correction Notice p� .p Type of Inspection L ( Location ~� ���1�� Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �C)o'j 6D (S—A P S V H15 b*1 S(A SS y , r CC Please call: 50 -862-4038 fQr re-inspection. Inspected by 1. P Date T, J �U xaS 5 r 5 r 4:E"ffid � �.pon, IS .ME IttAl + Z spx 7 _ s i tSsl: �Y do raU�3 C e. 1w. zt � a i I rtt z� `fie 3 1 tit �� f�• �"®sq F _` :. `��* •5�" �,r `x X�`" t f��i4d��. �Ss,��. e a. �2��--5.,.�v �..: :i� �<a1y`.,s�'�.5.4} �y ty,?' " }J'h iq 4 T �I ..�° p✓� s4 o;,"i �S4 Jtd 4 .s:T � xt� �i$3[ AZ s.3y�'• 1 Sx; v v'2�? 1',, ��S�r:.4+y � �. �`�'�. �! ... ,•S' 's iJ4 ae�'EL. ,1ts�:.Ey'.!.f / 3+ `1 4 " �'+ns'E,., e<''" y�f� ,fF y f r.�, �;�t �.s,�.7 r y,' �•'L.f �R�j A'r �� tf -S �s. �• ,7l � � �oas .s1.� > T y ! it�. '''f �,�^-•s`dam !s i 's s'.�sZ,3t�• - p••p,. -. A•�{•3 f .: ro x � .• x st { .wR+i t 1 t lyyl zy S-'fs) f 1'�� t� rs 3tT tr !t 1 Sr s, 71W 71 ; s ;t 3.�..VMS Stf% §nafs . 5:5 ;rY4SS�Z;r° PON VT g! ! f y 1 +as r13 � 'k� 1 L 5 p)n� 7 5srY l y1C�' 9 i !5 d �� ������ t�s �➢r t��i� f.F � ffF"Y ^.t >k riss`jsW;. ,a .r 4r .{i..t a° I' 1 d4 � try' '� by mar 35 to Al in } r is r , y, ?c JA r � - t r ,..,. - AR/07/2008/FR I 08:05 AM r. uu t i uu t AF Keeley Crane Service P.O.Box 1074-Porliand,Maine 04104-207-774-1046-Fax 207-773-6619 March.7,2008 ARIA enterprises P.O. Box 309 Marston Mills, MA 0264$ _. < Re: Silerva 27 Commaria Circle Hyannis,MA 02601 To whom it may coucem, The gap between two modular units must be no greater then 1 %"per manufacturer specifications. Very truly yowls, enjamin M.Keeley Director of Operations, i SHED Vu— 36' UP WITH CAPE- BUSSE 13'-6 1 2° RAISE 3 4 FOR 3048 2 .® 2421.0 VExr ON-SITE HARDWOOD 11 oil" 1IDR: (3)92x101/4' ,vino ueEI o o. : zN "12 1/2' DINING ROOD ON-SHE'3 VENT R ,n N I 1}QRU SUETY our PEW,,, o 9 p ro p N Mom Go corn of 7'-7 1/2' c' 9'-6 1/2' - 1/r FILL 1 1/r Fiu Q o a Ei18 O1ff 46'GYP. Iys u, R I � W3612. t1f303I1 4F' CLEl CA AKU RC84. (2) 1.5' x 9.25' LV.L ? t" RCB4: (2) 1.5 x 9.25' LV.L ' d ao r; 3'-1 3/4' 0 0 O Z Q i-- M Q3' ' p�.�.n N" Qd d 1Y:.�U 3 N A LmcT ROOM UP 13R F1 m Lai o aH sn z o o ON-WE 3/4 FAD B(1U1i06f 8 = 0 BY OTHERS 11'-2' U 4 Q Ncli \ l N 3-LITE 30E .3048 3048 SAFETY HDR- (3) 2x8 SPFJ2 9'-51 NOTES: 2' GLAZE 18°fro V 2x6 EXTERIOR WALLS, ® 16' O.C. 2x4 INTERIM WALLS, 0 16' O.C. -2x4 MARRIAGE WALLS, 0 16' O.C. LOCATION FOR 4'4' 2. 12/12 TRUSS ROOF.. 16" O.C. DORMER W/2842 WINDOW 3: 8'-0' COLINGS 4. SILVERLINE SGL HUNG WINDOWS W/NO GRILLS CG P /Q I'zE 5. HOT WATER 8CE'BM HEAT 6. FLOOR GIRDER TO BE (3) 2x10 SPF12 PER MODULE G-s 'S )b El 7. 2x10 FLOOR JOISTS @ 16' O.C. V E-6 S 7 p1 10/29/2007 9:42:12 AM FD TRUSS MUST LINE 36' WITH CAPE TRUSSES 4_7" ' 13'-6 1 2° RAISE 3/417 3048 2 ® 2 fq 2'VENT, ON-SITE HARDWOOD HDR: (3) 2x10 SPF #2 W2730 ' w123 9'71 1/4" ® A �c�A�o S636 �, o LABELS ��B N 2.5• FILL 8-2 1/2" _ 3 DINING ROOM @ ON-SITE 3/4"HDWD VENT RANGEHOOD Si o N BY OTHERS THRU SOFFIT.OUT ExT CD �I M KITCHEN o (TORONTO 69M) CD A nl0 m C4 0 - N N Lo 3 00 0 w 7'-7 1/2" m C� M oo 1/2. FILL 1 1/2' FILL 3 9'-6 1/2' w o Za -- --co 618 N w OMIT 46" GYP. N w J ^I J C¢9' W3612_ W3030' Of o o o RCB4: (2) 1.5" x 9.25" L.V.L w Z N N RCB4: (2) 1.5" x 9.25" LV.L 3'-1 3/4° 9 1 2" 00 I CD cD = 00 o z a Z " - _ s+ N � o 3. 0 „ 5'-2" N 3-6 ADD L BSMT w w c> iti wQ' COLUMN GUET GRADE REQ'D o a RAILING BY 4F V) OTHERS U) = w I{Y I A LIVING ROOM uP 13R F( m w = O ON-SIT z o o - ON-SITE 3/4" HDWD BULLNOSE B) J w o BY OTHERS 1 V-2" U ¢ w ¢ \ \ t J - - .- - < Z CVCD - _ i. Q o X. 3-LITE CN 30E J N zl a a "' ® ® 3 2x8 2 SPF 3048 3048 SAFETY HDR # 3'-2 1/2„ 9'-5 1/2 GLAZE . NOTES: 18�0° 1. 2x6 EXTERIOR WALLS, @ 16" O.C. 2x4 INTERIOR WALLS, @ 16" O.C. 2x4 MARRIAGE A WALLS @ 16" O.C. LOCATION FOR 4'-6" 2. 12/12 TRUSS ROOF, 16" O.C. DORMER W/2842 WINDOW D 3. 8'-0" CEILINGS K 4. SILVERLINE SGL HUNG WINDOWS W/NO GRILLS (T�- 5. HOT WATER BASEBOARD HEAT 6. FLOOR GIRDER TO BE (3) 2x10 SPF#2. PER MODULE L7. 2x10 FLOOR JOISTS @ 16" O.C. S U (� ht 1 ►� w c� at .10/29/2007 9:42:12 AM PENN LYON HOMES CORPORATION Airport Rd., P.O. Box 27,Selinsgrove, N. 17870 •Tel.(570)374-4004 *Fax(570)374-6053 March 27, 2008 Web:www.pennlyon.corn Mr. Paul Roma The Town of Barnstable Department of Health Safety &Environmental Services �--- Building Division. 200 Main Street Hyannis, MA 02601 Fax: 008) 790-6230 Subject: 27 Connemara Circle, Serial#11296 RE: L198 Dear Mr.Roma: I received a copy of your preliminary inspection report for the property located at 27 Connemara Circle from Dennis DiBiase of Kelly Industries. In his letter he asked me to address the issue pertaining to the gaps between units which exceed I". All of our homes are designed with a minimum of a 1" gap between units. Typically the 1"is held but.due to the fact that some foundations are not totally level a larger gap can occur. A larger gap is acceptable since each half of the home is designed to independent of the other. Enclosed you will find a copy of a letter sealed by an engineer with NTA inc. outlining this fact. The only connections that are required between units are found on pages S 12 and W16 in the approved Vectin'g age. • d Dormer Cross Section: '/2"through bolts @ 6'-0" o.c. are required for the (4) member floor girder. • W16, Shed Dormer 120 MPH Wind Connections: Simpson CS22 straps w/(10) 1 Od nails are required to connect trusses:at every truss location. If you have any additional questions, please feel free to contact me at (800) 78874754, Ext. 218. s truly, Lamont A. Brown;Jr. Engineering Manager Cc: Mickey Locey .�`'�_f . ..... .__..._........ Jason Sprenkel Dennis DiBiase Encl:NTA Letter Manufacturers Custom Homes • Town Houses • Commercial Buildings 4 0000 ON ENGINEERS PLANNERS I N Ce CONSULTANTS. 305 NORTH OAKLAND AVENUE P.O.BOX 490 NAPPANEE,INDIANA 465SO PHONE: 574-773-7975 WEB:WWW.NTAINC.COM FAX: 574-773-5739 January 16,2008 ' PLH011608-5 I I. Lamont Brown Penn Lyon Homes PO Box 20,Airport Road Selinsgrove,PA 17870 RE: MODULE INTERCONNECTION REQUIREMENTS Dear Mr.Brown: It is standard practice in the modular housing industry to design modular units to be structurally independent from each other for vertical loads. In other words, each module is capable of j supporting all code required loads which are applied vertically to that module without connection to adjacent modules. Because the completed structure is composed of structurally independent- i modules,the completed structure has a higher level of redundancy compared to conventional construction. I If you have any additional questions or comments regarding this matter please contact meat o . convenience at(574) 773-7975. Aj, H I �q?ME T ��'L% 56 Respectfully, lc tkw EAL)`�- @I�� � ERIC J.TOMPOS V PROFESSIONAL Iie.No. 41814 4V� 'k9. ERIC J. TOMPOS� ®�o�, �� Eric J.Tompos, P.E. m� ENGINEER ' ® �rC' �� Executive Vice President ®'� No.072Si? q ®� NAL�� Y; 4 � NTA Inca � � I e`se`��C Y�L f�l o� /7 U� ..... OF NEB, j a , S_��To�a;x ?@NG o-G , F°M rrq,, G� 17 p� �QG J. ToCc O O c Q e�4,°fg1G 3• Op R Pilo.25058 O•.' LAJ Ln si , `�0 4 ` plus e a e�°0 NEW H +i AL1 � Sme O� .4 41A �N �V ERIC 7 �� 4S. TOMPOS m ° No. 11752 Structural Independence Madeline Gap 2005-00 doc O +� SS�dAf{f, �,°� Issued/Revised:02/28/05 Form Prepared By:Eric Tompos 1 t 1°°°°° Page 1 of 1 I Reviewed/Approved By:Ken Brower O/ 17 i F/CTORY-91PPUED CONfM10U5 RIDGE VEM y SpF+2 RAFTER-SPACING 9WL MATCH LOWER RANTER INSTALLED ON-ME By . OBL ZX SPF STUD GRADE RIDGE E BF/AI. NAL RODE TEN UPPER RAFTER PANEL EDGE RAIL TO LOWER RAFTER BEAUS WITH(3)166 NAILS PER RAFTER SPACING. -MATCH LONER_ EApER,NRI(3)"16d HAAS PER TRuss/RMF7E SPACING 2.SPF(12�(MIN)MASSNG�FlR—ASS 511NGLEl OVER 151/3q In SEAL ROOF UNDERIATMENT TOP}BOTTOM PLATES 10 FRAMING MEMBERS OVER 1/16-AGENCY RATED SHEAINNC NAILS O EACH KNEE WALL LOCATION(IYPiCAU (UAX SPAN FOR 7/16'O88 ROOF SIEAMNG SWECK AN4YSI& 3( 12 (24/16 UIOEX)SHALL BE 24'WITHOUT Z IL TO(40PSF)) BALDING OFFICIAL FASTEN RAFTER PANEL ED(,E EVIL TO IDMER RAFTER ACING DISCRETE MDOkI. g(UAX)�— HEADER WIIN PER TRUSS/RAFHER SK 1 COLLAR L TIES a EACH IRWTEER•� TRUSS FASTEN COUAR TIE To RAFTER WITH(8)16d NAILS it 2X4 HOE WALL (N FIELD BY HINGED WOO RAFTERS OR TRUSSES TO BE SPACED _ WNFA TUE].Y FOR SNOW ZONE OF SHE LOCATION&INSTATEDAPPRO _ .. PER MANUFACTURER'S DESIGN DRAWINGS. _ 2XIO/12 SPF 12(SPACING To MATCH RAFTER) TOE RAIL KNEE WALL TOP&SWOM PATES TO FRAMING MEMBERS WITH MEAL JOIST HANGER (2)Ifid NAILS O EKH KNEE - WALL LDGTION(1YPIDAL) IN AREAS WHERE THE AVETIAE ONLY TEMPERATURE N SO&IS 25F OR LESS.AN ICE BAFRER THAT CONSISTS OF AT LEAST TWO LAYERS OF UNOFRLAYMENT . ATM AREA FINISHED ON-SITE- 12 CEMENTED TOGETHER OR A SELF-ADVERING POLYMER - _ eY OTHERS AND APPROVED 12(114 MODFIED W=EN SN EF'SHALL BE USED IN LIEU aF q LOCALLY. N9AAIKN lEVE15 DEtEAMILNED � 9.(YIN) NORMAL LNOERLAYYERF AND EXTENND FROM THE _ 13'-9'MODULE'C'(8'-0'MIN.IS'-8'MAX) TH RES CHECK ANALYSIS EAVES EDGE 10 A PONE Ai LEAST 24'INSIDE THE. pITERKIR WALL UNE - - 2'(WIN)AR SPACE PRWDED W/BAFFLES 'f (4)2X10 FLOOR PERHUTER AT EVERY OTHER TRUSS 1' CANTY SPACE sNAL BE TOE NAIL ONE MODULE TO _ FYRESTOPPED KID iODO SF CUM PERIMETER BELOW (MAX)COMPARTHENIS USING 2X6 LEDGER WITH 166 NAILS 0 8'OC NOMINAL 2'LUMBER - 6'AIWNUM FINISHED FASCIA 2X12 SPF 12 0 16'OC(TUN)UP TO 15-8'.NODULE(SEE NOTE 12) OVER 2X6 SUB FASCIA 2X10 SP +2 O 16'OC(MIN)UP To 11'-10'MODULE(SEE NONE 12) - VENTED VINYL SOFFIT(.92 9/SF) 2%6 LFIlCNG J015T 0 16 (K: - . 2X6 CEILING JOIST 0 I6 OC 2X12 CEILING PERIMETER BOLTED WUH 5/8.CNPSUM - " 1/2'THROUGH BOLTS 0 6'OC DBL 2X4 MIN SPF+2 TOP PLATE ON-SITE BF OTHERS 5/8'iTR(X Y WOE PLYWOOD(OR EQUAL) . FULL DEPTH R-19 FG _ COMPRESSION STRIP(TYP-BUNG WADS) INSULATION O PERIMETER - _ I zxi uuN SPF 12 0 16'OC . q - 13'-9'MODULE'B'(8'-0'MIN, _ 13'-9'UODU E-A•(8'-0•MIN,15'-B MAX) (4)MEMBER FLOOR GIRDER(SEE TABLES) BODED WITH 1/2'THROUGH.EXALTS I "� 1/2'CNPSUM W-SS •C' SEE ADDITIONAL GIRDER CoRF"TIONS . 23/32'AGENCY MTED . 20 MIN SPF+2 BOTTOM PLATE T&G FLOOR DECI(ING. HIRE fl) 0 5PF 12 0 IV OC(MIN)UP TO ts'-B'MODULE(SEE NOTE 11) ' GRADE g . D 2X8 SPF 12 0 IV DC(MN)UP TO I1'-10 y(Z LOWr/(i)3 K'X 0.131'I NAIL 0 4'O.C. S 2X6(MIN)PRESSURE � - Ta PLATE SAE WXHI1 AS FLOOR T2f10ER LL TREATED SILL OTHERS) . (4)3/8•M 2'LAG SCREWS(BY OTHERS) FDUNOATION ANCR BOLTS SKI BE LOGTE (MIN)WITH 15m 0 12x INrOTHER OIEC110N ` F1IEEOOMENR INTO MASOHBU. IN9RAR(N-EVaS DETERMINED Of RESCHECK ANALYSIS' FIypy ANY GOITER AND 6'OC(MAX)AROUND FOIRIDATKN PET6YLlTR. COULATIONE FORM PROM TO LOCAL BUILDING OFRm yASONRT FATE TES WRIT EOLV'L OR fJEA1FR STMICNRAL PROPERIES . WITH EACH DISCRETE MODEL- MAY LL SUBSTITUTED FDR ANCHOR SOUS. INSULATION SHIPPED LOOSE FOR ON SHE NSMLLATKIN' FOUNDATION WALL.FOOTINGS;DRAMACX•:ETC BY OTHERS. FLOOR NSULASI N;;;WLY lomm DESK ED BY OTHERS PER LOCAL OONDIIXINS, BY FACTORY.BUILDER MAY OMIT FLDDR INSULATION NOIN%AATE BASEMENT WAU.S DUOTo.IRC DUO f%IDF. Sm SUPPORT - n SEE FOU"HORCGROWLUMN FOR OTHERS)SIZED By SPACING. TYPICAL 4-BOX CROSS SECTION SEE PAGE S1 FOR NOTES . . DBL 2X8/2XIO PERIMETER BAND TOE RAILED q To SILL PLATE WITH 16a(0.135'0 c 3)4j GALVANIZED S - ` AWLS 0 B'oC ON-SITE V OTHERS m GRADE 24'(MIN)REO'D FOR AREAS REOURING - AMCHOW B< N SERVICE ACCESS To MECHANICAL EOUII4EM 16,X 16'CONCRETE FpESKiED BY OTHERS PER CONDITIONS OHMCS PIER(MAN)-SEE FOUNDATION FOR SPACING .•-, h-. . a FA( CRAWL SPACE DETAIL �: 4 g earira A '_ c F w try 53-yv..a}F•yi'.`o.,�` �r*��T;1 '•i. �Ci,'"h'A t.•:,. : .. .., .t. y_r.... - t�W. i t AiG+ti.:«5'1-"rr 27 Connemara Circle, Hyannis 4/18/08 LE7 tf Cr 7W b F z-v4 S rf °m= ,t ' G`����b+g�,� �.. �'.� v n �s•2q �,1�s�h F }s u Lwa e.}}��a'�yi � S V ���I�—�L.:>� w ` � k xna`tr. ��`�`.''<i 9�t' �r4 r Yr�hif,�c 5� a;• f �4+ r :} i Jt SP � �/ � ����'��,tyj,•1; �� m�a; ���}L+ + '+v ti y i Vim.. .� - t7 1 �R 27 Connemara.Circle, Hyannis 4/18/08 R 7 L - Z I r a # � S . .4. 'b sy 27 Connemara Circle, Hyannis 4/18/08 f Vn 3t } r.',`" 4 t �l 27 Connemara Circle, Hyannis 4/18/08 �,Y _ � � r 27 Connemara.Circle, Hyannis 4/18/08 �l ,t - IN '� - x �7i�; ��t� ,sae ��"�-'�• t ,�,h 4 y'vi. 'Y �t �*'-u17 � t r ���,y k�� � . r Y. a 27 Connemara Circle, Hyannis 4/18/08 n�T - ^ �Y -2. T Y 4. r ,da z ey'r� e' i- ,y.� -.. � ,.. i ,:, +( '.i,wx.4 u r ��5 a 5 �� X-u✓Yy 1��.` i�-r 2 �' �f�tyy t'��a�r`�.�'-",, t s S t T i # ,1,�n Hsu r• T.T j Fat l rf � k a afj� f't' .a 4e 5 kf' 27 Connemara Circle, Hyannis 4/18/08. i Town of Barnstable Regulatory Services + snxxsTABLE, *` „ASS. $ Thomas F. Geiler, Director �pl fD 1639. 0 Building Division �► g Thomas Perry, CBO Building Commissioner, 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 April 18,2008 Mr.Dennis Dibiase c/o Kelley Industries PO Box 459 Marstons Mills,MA-02648 Re: 27 Connemara Circle,Hyannis,MA 02661 Dear Mr. Dibiase, Upon review of the information supplied to and gathered by this office,an engineer registered in Massachusetts is needed to certify the set and structural integrity of the modular building at the above referenced property.This will be the quickest way to resolve the ongoing concerns about this project.It will also be the.quickest way to allow you to remove yourself from the permit and to allow the owner to change contractors so this project can move forward. Also, as discussed at our last meeting on site,you and the owner need to establish in writing,who is responsible for what. If you disagree with this decision,you do have the right to appeal it to the state. Please feel free to contact this office if you have any questions. Sincerely, -POJ Paul Roma Local Inspector 9 f o �- c r 28 08 09:01a Dennis 617-389-4220 P.1 KELLEY INDUSTRIES 9 BUELL ST. EVERETT, MA. 02149 PHONE : 517-389-8514 FAX: W-389-4220 Email:djd42056@yahoo.com . Fax Transmittal TO: ,ID/?di, itc ln4 From:Dennis DiBiase Name: Date Sent ` .h rtl% ,NG /rS9 s cc . Phone: 1404_r Number of Pages: Fax: � %lYCGrvoe( �.�v�%G URGENT FOR REVIEW PLEASE COMMENT PLEASE REPLY PLEASE RECYCLE COMMENTS: JSJ.ti 2' /1,1r- .2 e�`! G'c'6r �SC'i %S'Ga� �r 1,a»�E/�'%•2 �/ >'� fol''04ri A.`e:W ej /'M /t-66A.Lo-f TL 77A. 1':nvc,rtrUC /14,Cuef pleat/ P^ I'v, :77/c 4,51Wf u l.( W �91 E i'i2�•Z i'7/�ten. .L wic4- -Xvz✓ �??>r i, e . �N /�i-, ,,:/v l .'3-r 2N i / /1'i j/C Ui t. (?C<v !i'i C.v c 2 ��`, f c ��✓'�••t. 7�� Pc�.A;:5 .3�'O f?-Y Gi`7�c.t 1.f�U ! f/v ii e6,;, .f`/Lcy. eP %N! /—E 1/e-t l i. /ci 91,6 A. i-Ye, i':�.,.ry G i/V/9 G S' y+.�!r ice'� � �,e if-Gre. i-Aeo -»y y 'el,';tt. /1 Or'Ffc �C l�d/1'n/ TL' rh i'v ////+'I /1/-sr.re :f ,"40 ed V"e 17 e:'2 /`l..1 � CONFIDENTIALITY NOTICE:THE DOCUMENTS)ACCOMPANYING THIS FACSIMILE CONTAINS CONFIDENTIAL INFORMATION,WHICH IS LEGALLY PRIVILEGED. ?HE INFORMATION IS INTENDED ONLY FOR THE USE OF THE INTENDED RECIPIENT NAMED ABOVE IF YOU ARE NOT THE INTENDED RECIPIENT,YOU ARE HERBY NOTIFIED THAT ANY DISCLOSURES,COPING,DISTURBUTION OR THE TAKING OF ANY ACTION IN RELIANCE ON THE CONTETJTS OFTHE INFORMATION CONTAINED HERIN EXCEPT ITS DELIVERY TO THE CJTENDED RECIPIENT NAMED ABOVE IS STRICTLY PROWBITED,IF YOU RECEIVED THE.FACSIMILE IN ERROR, PLEASE NOTIFY US IMMEDIATELY BY TELEPHONE TO ARRANGE FOR RETURN OF THE ORDINAL DOCUMENT[S]TO US_THANK-YOU a a , o� 1HE r Town of Barnstable x r Regulatory Services • s 9BAMSTABMMASS. Thomas F. Geiler, Director 4iAr16;pra�� Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 November 21,2007 Mr.Arthur Kelley Kelley Industries PO Box 459 Marstons Mills,MA 02648 Re:27 Connemara Circle,Hyannis,MA Dear Mr.Kelley, On October 22,2007 Dennis Dibiase applied for a permit to install a new modular home at the above referenced address.Because of the following inconsistencies or omissions this application is denied. 1) .the request for airspace review and the worker's comp form list Kelley Industries at 9 Buell St.,Everett,MA 2) the letterhead sent to this office lists Kelley Industries at PO Box 459 Marstons.Mills,MA 3) the worker's comp form lists the address of the project as 19 Connemara Circle 4) the bulk label form lists the dealer as ARK Enterprise,22 Russell Path(no city or town) 5) this same form lists the installer as GCB Construction and Greg Cashner as the construction supervisor with license #cs 067443 6) the application lists Dennis Dibiase as the construction supervisor with license#cs067443(they have the same#) 7) the certified installer photo and id are missing from the application packet 8) the label request form is missing from the application packet 9) the plans submitted are generic,not specific to this project 10) who will finish the second floor and when? 11) who will insulate the basement? 12) the plan identification number assignment is missing from the application packet If you have any questions please contact this office. • I Sincerely, Paul Roma Local Inspector P�oFTHE T°wti Town of Barnstable Regulatory Services * * * BAMSTABLE, v MASS. Thomas F. Geiler, Director rE1639, A Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 December 10, 2007 Mr. Arthur Kelley PO Box 459 Marstons Mills,MA 02648 Re: 27 Connemara Circle,Hyannis,MA Dear Mr. Kelley, On December 7,2007 a foundation inspection was done at the above referenced address. Several items were noted that require immediate attention.The foundation elevations on site were different than those of the plan submitted to this office.A major portion of the rear wall needs to be framed on site but no framing details were supplied as part of your application. Secondly the on site elevations may trigger a violation of the town's zoning ordinances regarding building height. Please be advised that before any further inspections will be done, these concerns,as well as the unresolved concerns of the letter dated November 21,2007,must be satisfactorily addressed. 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' , he ti C ASE. 15i' _ ;, F :_a`t' y�'s•'` i 11rj� ,.: 1. _ T u1 � ,�: rt.9 sT _ t< .- } a T �. 0 $ ,alaypy@� Ti'� Ir1AI +1¢Yj, u 6�md �w. t � j�4x 1 � If fZ il"AIm Ell tNg ZA d r® F '� ,r... '' .., ::' .,. .r�:'�� �:• � r e...;z� �;u�m..:: ...,we {_ie�i�ug - A3..s .;i`. �.K tT 0 .f '�' A Y t b ;fig > } Yd^ -c, ,j4 i / T `Si UR1R3aY�' j +: iw r n sv F3 r x r{Y ��k� .r�r F�`�,• S ,aT ,�r 7 ark b•�.,. Vtia s+ ` 1 X i'S z h •� f� � Y r 27 Connemara Circle, Hy 3/7/08 P`pp THE Tpk� The Town of Barnstable '• 9A MASSS.. 0 S : Department of Health Safety and Environmental Services Y MA 1639. PTEOMA�°° Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 5087790-6230 Inspection Correction Notice J 'Type of Inspection L Location �a�l I l� Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: v� � 9E 5F b-3 ��P-6 T71 10 -��5 fA Please call: 50 -862-4038 Nr re-inspection. f Inspected by ►i Date ----RAR/07/2008/FRI 08:E AM F. UUI/UU1 Keeley Crane Service P.O.Box 1074-Portland,Maine 04104-207-774-1046-Fax 207-773-6619 March /,2008 r ullim ARK Enterprises P.O.Box 309 Marston Mills, MA 02648 ; Re: Silerva 27 Commaria Circle Hyannis;MA 02601 To whom it may concern, The gap between two modular units must be no greater then 1 '/a"per manufacturer specifications. vim'truly Yoe enjamin M.Keeley Director of Operations Town of Barnstable Regulatory Services • BAMSfABLE, 9 MASS. �, Thomas F. Geiler,Director 1639. ceo Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 November 21,2007 Mr.Arthur Kelley Kelley Industries PO Box 459 Marstons Mills,MA 02648 Re:27 Connemara Circle,Hyannis,MA Dear Mr.Kelley, On October 22,2007 Dennis Dibiase applied for a permit to install a new modular home at the above referenced address.Because of the following inconsistencies or omissions this application is denied. 1) the request for airspace review and the worker's comp form list Kelley Industries at 9 Buell St.,Everett,MA 2) the letterhead sent to this office lists Kelley Industries at PO Box 459 Marstons.Mills,MA 3) the worker's comp form lists the address of the project as 19 Connemara Circle 4) the bulk label form lists the dealer as ARK Enterprise,22 Russell Path(no city or town) 5) this same form lists the installer as GCB Construction and Greg Cashner as the construction supervisor with license #cs 067443 6) the application lists Dennis Dibiase as the construction supervisor with license#cs067443(they have the same#) 7) the certified installer photo and id are missing from the application packet 8) the label request form is missing from the application packet 9) the plans submitted are generic,not specific to this project 10) who will finish the second floor and when? 11) who will insulate the basement? 12) the plan identification number assignment is missing from the application packet If you have any questions please contact this office. Sincerely fo-i Paul Roma Local Inspector P�oF1HE rti Town of Barnstable Regulatory Services + BARNSTABLE, 9 MASS. $ Thomas F. Geiler, Director 16.39.�a� Building Division Thomas Perry, CBO Building Commissioner , 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: ,508-862-4038 Fax: 508-790-6230 December 10,2007 Mr.Arthur Kelley PO Box 459 Marstons Mills,MA 02648 Re: 27 Connemara Circle,Hyannis,MA Dear Mr.Kelley, On December 7,200,7.a foundation inspection was done at the above referenced address. Several items were noted that require immediate attention.The foundation elevations on site were different than those of the plan submitted to this office.A major portion of the rear wall needs to be framed on site but no framing details were supplied as part of your application. Secondly the on site elevations may trigger a violation of the town's zoning ordinances regarding building height. Please-be advised that before any further inspections-will be done,these concerns,as well as the unresolved concerns of the letter dated November 21,2007,must be satisfactorily addressed. If you have any questions please contact this office. Sincerely, Paul Roma Local Inspector W{ fsl. 4 i4iW � F aA i J, - ftr�l. fOt Vj;-1 "+ a . ' t 'k k,i' °i $ s ``� c� S `�r K ..s �-; ',P � � itmsi a �rj';� �f 1LmWr'r d' u .k Nl�"ya�'i:� i.• hi 'kC ' txk b . raz{ 7,,xq p '�a 'ki�"� A} T et}'Wit � %4 z 3 t1�Am t. �r'•^�°�t�+4La1 � ` � +,y�3�4=1 �1 a � ...r«a t ��}{ sr"'a.o, ra kt t`4 44 .�`�.�.ii.�W� W1' c�� rRr' `rl`t 1'4"� � � �4 +�{—" +{ � ^� •Yr'�� 53,�'sayr*�'w.r '•r J� 1 - T 1-14�Ya s �5-i,+'yAe���`i`�s7."e y,._,:' ;?*;" i'r�' ,n i ti..- k o f �Ms S ANT tttuta si Iv 1 gyp+ x 3 ` 1 fS 4E t iY o 1 ` 4 ir4No z V jiYcryix l $ �PF» 4 i II �.rt-..�.< a�n �va� `sty ,. �'. ... .� .t._.. ... . �,k��"{# 'eta F k 4. r' _apt•• s. n J bLF 1 i , ?.tR. a ' L� t F, Ear MI'..er PidY y-.�S v a..✓r. p F }R W •NE yA-TRy 4r - wS E - 4 yi• a Sofa. i t r sS� i 27 Connemara Circle, Hyannis 12/21/07- t��� a;x 4 k 4 r i ,:r �x � b l.>�` •.k 24C d" ;t '§.i 7 \ i - 5@ - � y; " c ,��,� � f g� t rt 1 L y x � .K2 2.t`k� h R°�'� -y�',y�7•�"�` � � - aF ff � 9 'S K � 27 Connemara Circle,-Hyannis 12/21/07 TRUSS3 UP Wim CAPE TRUSSE - 13'-6 1 2° EON SE3 OR - 3048 2 .®-SITE HARDWOOD 17tHIDR: (3) 2x10 SPF 12 W2'!3O LABELS N B a 4 a fIGt.2.._1/2° DIl�tING ROOM Ok-SITE 3��F�4D '� a . Ri . VENT RAN6E}f00D N I EY aTFIBiS 11HIU so"our EXr.6 C, a �I' r� a (f0RON111 69N) 5 gib a' c°Oo I 7'-7 1/2" co N 9'-6 1 2' 'r41/2'FILL 1 1/2'FLL a. a' a u� w _I cs 014f 46'GYP. I Bt8 pppe� A . _ �i612 �id30 a o19 RC84: (2) 1.5° x 9.25° .LV.L °; m �: RC84. (2) 1.52 x 9.25' LV.L 3 1 3 4 .a4 9 2° Oz Q � ice] O o • d W a ^�, �nlo U SEAMS I BY "' A LIVING' ROOM uP 13R�. an m W M 5 �o 0 0 ON-SE 3/4 FmWDBY OHM it ° scpo; gte N 3=UTE 30 +� v .304$ 3048 SAFETY HDR: (3) W SPFj, NOTES: 3'-21/2' 9'-51 2a GLAZE. 1.• 2x6 EXTERIOR WALLS, 0 16' O.C. a 20 KrIERIOR WALLS, 9 16° O.C.. - -2x4 MARRIAGE WALLS, 0 16" O.C. LOCATION FOR 4'-6° 2. 12/12 TRUSS.Rd(3F, 16' O.C. DORMER W/2842 WINDOW I W—O' CEILINGS 4. SILVERLINE SGL HUNG WINDOWS W/NO GRILLS 5. HOT WATER BASEBOARD HEAT 6. FLOOR GIRDER TO BE (3) 200 SPFJ2 PER MODULE w 7. 2x1O FLOOR JOISTS ® 16' U.C. 10/29/2007 9:42:12 AM SHED TRUSS. MUST LI E 36' UP WITH CAPE TRUSSES 4'-7 13'-6 1/2" I TfE — I RAISE 3/4 FOR ALL 24210 ® 3048 2 �® '® 2°vENr ON-SITE HARDWOOD IDR: (3) 2x10 SPF #2 w2730 W123 9'-1 1/4" s63 Ac �c�p�o CD LABELS �6 N 2.5" FI).L 3 8.-2 1/2 DINING ROOM o o ON-SITE 3/4" HDWD VENT RANGEHOOD H o II N BY OTHERS THRU SOFFIT OUT.EXT o II I 7 KITCHEN (TORONTO 69 ) ,o 0 A MIZO m N. ' L n N co - 1/2° FILL 1 1/2' n 3 CN 9'-6 1/2 a Q -io B18 QG� y0 w M OMIT 46" GYPF . N. �ptia w L�2 ¢ W3612 W3030 J Q . = o _ RCB4: (2) 1.5" x 9.25" L.V.L. �caMZ -N N RCB4: (2) 1.5" x 9.25" L.V.LLq 3'-1 3/4" 9 1 2" Nr w Y Z i o g J I"d- m a } r7 r7 is w I o z a o Z o 3'-O 51_2,1 r' . ' N w 3'-6" LI ADD L BSMT. w w v i a COLUMN REQ'D ' STAI a \ CARPL' Ial RAILING BY?mow = tn N � w OTHERS m _ W o Q LIVING ROOM U E' P 13R ON-Sr �+I o = ON-SITE 3/4' HDWD BULLNOSE 9_m o o BY OTHERS _ 11'-2" U Q W ¢ - \ C� I uj a m LL o 3-LITE 30f zl Z_ <za ® ® ® HDR: 3 2x8 SPF 2 3048 3048 SAFETY O # NOTES: 3'72 1/2" 9'-51 2" GLAZE _1 " 1. 2x6 EXTERIOR WALLS, @ 16" O.C. 2x4 INTERIOR WALLS, @ 16" O:C. - 2A MARRIAGE WALLS, @ 16" O.C. LOCATION FOR 4'-6 2. 12/12 -TRUSS, ROOF, 16" O.C.: DORMER W/2842 WINDOW 3. 8'-0" CEILINGS 4. SILVERLINE SGL HUNG WINDOWS W/NO GRILLS 5. HO WATER BASEBOARD HEAT 6. L21' GIRDER TO BE (3) 2x10 SPF#2 PER MODULE 7. FLOOR JOISTS @ 16" O.C. 6 ,;10/29/2007 9:42:12 AM i i t 1, . r*, 74 t M _ �P �3�� � �i Ric s X�-N €' �,I� �; �'•' .}� p� x {� � . €S3S b,a� s �_�' `� 2�• '� ,��I k3�F-. ��k: yOfF at,a os s Marx �T ,. , 1,03 it f4t �I) 511 It FI ii gqggggyy ��� �I g r !F �� ����� � n� ?� •` �mot:. �h. 1 kr�acr�S n r� i , H4i d €' r sic .� �y�� '� •.4�- ��'p5h��:r F��.�ai, ". a + SKI Tt r r� 27 Connemara Circle, Hy 3/7/08 I I I i '�.+ � �`�•w 4Fr � ,i'�Jsf 'irr�'7 i ri;�j � ;�u'3�`�ba`�' i �i1 ! �(3 "P�•°3r I��f kf�t � �§S�ivr�arz at "a3'����;'�rm"t Pot z �� i � tP L"L4t 'i;,� Prt 'F j (y"v? �w`' v 4Ci`µ•`�'�,i 5i ;'�' f`,�p, P'�p,�'#.,"3<' e ! a�{ 's tt4 . r IA IR r D t am" < # (,�• 4 Y_{,;`�YY {r`k ss �1,,�t}�� t v� '� �� vi. �� i.kc a i. airs jig f S t� �y r n,. FACTORY SUPPLIED CONTINUOUS RIDGE VENT z,SPF+2 RAFTER-SPACING SHALL MATCH LOWER RAFTER ISTALO ON-SITE BY OTHERS DBILSEN LIPPER RAFTER PANEL EDGE RAIL TO LOWER RAFTER BEAMS?X WITSPFH STUD GRADE RIDGE RAFTSEALL NAB.NG- . HEW,WRH(3)I6d NABS PER TRUSS/RAFTER SPACING BEAMS WITH(3)1112 NAILS PER SPACER SPACING. 2x SPF+2 SPRIER-SPACING sHAu MATCH LONER RAFTER 30 YEAR(INN)CLASS'C'FIBERGLASS 9HI00 L TOP h BOTTOM PIPES TO FRA"MEMBERS OVER 151/31DJ T1TE SEAL ROOF UNDERLAYIENT d NAILS 0 EACH KNEE WALL LOCATION MPICAQ - - OVER 7/16'AGEIV PALED SHEATHING (MAX SPAN FOR 7/16'OSB ROOF SHEATWNG 9UILDING OFFKII'L 3(MOH) 12 (24/I6 INDEX)SHALL BE 24'WRHOUT-W CUPS.(40PSF)) FASTEN RAFTER PANEL EDGE RAIL TO LOWER RAFTER fl BAFFLESMODB. 6(MAIL) HEADER WITH(3)t6d NALS PER TRUSSIWTER SPACING _ 2X6 SPF/2 COLLAR RE 0 EACH RAFTER• HER TRUSS FASTEN COIAR 7E TO RAFTER WITH(8)i6d NAILS 2X4 KEE WALL (N FIELD Elf OTHERS) IOGEO WOOD RAFTERS OR TRUSSCS TO BE SPACED _ APPROPRIATELY FOR SHOW ZONE OF SITE LOCATION&INSTALLED - 2XIO/12 SPF+2(SPACING 10 MATCH SPRIER) PER MWNRAL'RNER's OSIGM DRAWN& TOE NAIL KHEE WALL TOP a BOTTOM PLATES TO FRAMING MEMBERS WITH MED.JOIST BANGER (2)16d NAILS 0 EACH KNEE WALL LOCATION(TYPICAL) N ARRAS WHERE 79 AVERAGE DAILY TEMPERATURE N J0 UARY R 2SF OR LESSS,AN ICE BIRiER THAT ` TTIC AREA FINISHED ON-BILE 12 CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT A FI OTHERS AND APPROVED CEMENTED TOGETHER ER OR SELF-ACHOW POLYMER 12(MKK) MODIFIED MIEN SHEET,SHALL BE USED N LEU OF Q - LOCALLY. NSUUTION LEVELS DETERMINED. 9(MIN) - NORMAL UNOQRAYMENT AND EXTEND FROM THE 13'-9'MODULE'C'(8'-0'MIN,15'-B'MAX) BYRES CHECK ANALYSIS EAVE'S EDGE TO A POINT AT LEAST 24'INSIDE THE - DaERKN WALL LINE i 1 (YOU)AIR BRINGS FRONDED W/BAFFLES (4)2X10 FLOOR PE NETER. AT EVERY OTIER TRUSS CAVITY SPACE SHALL BE TOE NAIL ONE MODULE TO FRESTOPPEO INTO 1000 SF CEBNC PERIMETER BELOW (MAX)COMPARTMENTS USING 2X6 LEDGER WITH Isa WJLs 0 8'00 NOMINAL 2'LUMBER 2X10 }2 O 16'OC(MIN)UP TO 11-10'MODULE(SEE NOTE 12) 2X12 SPF 12 0 16'OC(MIN)UP 10 15'-B'NODULE(SEE NOTE 12) OVER2XIS SUB FASCIA FASCIANIN FINISHED 2X6 CAUNG JOIST 0 16 OC VENTED VINYL SOFFIT(.92 SI/SO . 2X8 LTDING JOIST 0 16 OC - - 2XI2 CEILING PERIMETER 60LTID WITH 5/6'G(PSUY _ .. . . - 1/2'THROUGH BOLTS 0 6'OC - DBL 2X4 MIN SPF f2 TOP PI ON-SITE BY OTHERS . n ' 5/8'THK X 2'WINE PLYWOOD(OR EQUAL) - N FULL DEPTH R-19 FG - _ COMPRESSION STRIP(lYP-BEARING WALLS) - VOUTIDN 0 PERIMETER - .. 2X4 MN SPF p2 0 16'OC i3'-9'MODULE V(8*-0'MIN,15'-8'MAX) - - - - R 13,-9'MODULE'A'(W-0'MN IT-8'MAC - 6 - (4)MEMBER RDOR GIRDER(SEE TABLES) BOLTED WITH 1/2 THROUGH BOLTS*61 .. _ M 1/2'GYPSUM(PASS'Cl 0 6-OU ON SITE SEE PDDR E BY OT6R5 IOH L GIRDER COHFXXIAATIONS. 2X4 MIN SPF+2 BOTTOM PLATE 23/32'AGENCY RATED E - T&G FLOOR DECKING ]I 2X8 SPF#2 0 16'0G(MN)Up To 11=Io'MODULE(SEE NOTE 11) 0 SPF+2 0 16'OC(MIN)lA'TO 15'-8'MODULE(SEE NOTE 11) qq y� ps - 2X2 LEDGEIL r/(1)3 X.X 0.131-0 NAIL 0 4'O.C. aO L GRADE G7 - 1/4'STEEL PLATE SALE WIDTH AS FLOOR GIRDER -2X6(MIN)PRESSURE TREATED SILL(BY OTHERS) W/(4)3/8'x 2'TAG SUM(BY OTHM) - . FOUNDATION ANCHOR BOLTS SHALL BE 1/2'DU X17'(MIN)WITH 15' INSULATION LEVELS DETERMINED BY RFSCHECK ANALYSIS OIBEDOENT INTO MASONRY. BOLTS LOCATED 12'IN OTHER DIRECTION . FROM ANY COPPER AND 6'OC(WOO AROUND FOUNDATION PERIMETER. COMPLIANCE FORM PROVIDED 1'0 LOCAL BUILDING OFFICIAL, HA90NRY PLATE TIES WITH EQUAL OR GREATER STRUCTURAL PROPERTIES WITH EACH DISCRETE MODEL MAY BE SUBSTMM FOR ANCHOR BOLTS. - NSIAATION SHIPPED LOOSE FOR ON-STfE INSTALLATION FOUNDATION WALL.FOOTINGS,DRAINAGE,ETC BY OTHERS. FLOOR IHSLUAL110N OPTIONALLY NSTALLED DESIGNED BY OTERS PER LOCAL CON LIONS BY �BA�IT W�TOOIIRG EER FLOOR IGf�WD�E. � STEEL SUPPORT COLUMN(SIZED BY OTHERS) SEE FOUNDATION OPAWING FOR SPACING - - • •. TYPICAL 4-60X CROSS SECTION SEE PAGE 51 FOR NOTES .. DBL 2X8/2X10 PERIMETER BAND TOE NAILED TO SILL PLATE WITH 16d(0.135'0.3)n GALVANIZED 1 .HAILS 0 8'OC ON-SITE By OTHERS _ L - m GRADE . 24'(MN)REQ'D FOR AREAS REWRING ANOIR BOLT SEEM ACCESS TO MECNANICAL EOUWMENT. - 8'CONCRETE FOUNDATION WALL,FOOTINGS,DRAINAGE'ETC 18'X 1 . PIER(M6'-SEE - DESIGNED By OTHERS PER LOCAL CONDITIONS FOUNDATION FOR SPACING ii. API d CRAWL SPACE DETAIL FAC. r�� xva ;`� d�� ��r yh� YTN"L➢ �l�rM„"Mi '� 7 � y,,, 1•� 1,F,','y�jry y�'�'�n�:rv��..h f air �".r.•a�T° v .�,. �" f xai°q�r� "qK a a i� W r 1V i 1 �•,� ti. +,t { 27 Connemara Circle, Hyannis 4/18/08 � �. �••a.`5r.�. 41� � d�d"?tiagy.°` itt x� u ems.•t ..r`c;:. , 4't A e IF u 27 Connemara Circle, Hyannis 4118/08 F TWI 'MR Mft i a xr 27 Connemara Circle, Hyannis 4/18/08 " Y s €`�t"`` t �r i tr4� �� x k w 1 �.. .:. � `e r��� •arm+.. ' ,t.; _! ,.a m's•.4`Jr:,n mrw..ft'.b`. s4*Y,k R.y. S5 '.'i-, `'` 't" 27 Connemara Circle, Hyannis 4/18/08 a 4 aa� � 4 Y 3Kry,a� W4"� 27 Connemara Circle, Hyannis 4/18/08 RMN °�sx ,of � � '����:.�� � :•` �a,s� Y -,,,, ,� z. ,Y$ 9 BSc f h !6M z, K} 1 27 Connemara Circle, Hyannis 4/18/08 r r # sx r �' t Irw's1 ,t ,�:t,� � 5 �t t t �"„�r� ., a..,,� �„�.h•- �•) SW a� pg h .F" -. •:Fad--�'� by�"'G �`3 �.. • ' � t _ 27 Connemara Circle, Hyannis 4/18/08 ri AR } k k 27 Connemara Circle, Hyannis 4/18/08 M4 h%y OR 27 Connemara it e a Circle,e Hyannis y 4/18/08 �0*1HE:qt, Town of Barnstable Regulatory Services • saxxsrABLE, PASS. $ Thomas F. Geiler, Director 1639. TFn,rp�a Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 April 18,2008 Mr.Dennis Dibiase c/o Kelley Industries PO Box 459 Marstons Mills,MA 02648 Re: 27 Connemara Circle,Hyannis,MA 02601 Dear Mr.Dibiase, Upon review of the information supplied to and gathered by this office,an engineer registered in Massachusetts is needed to certify the set and structural integrity of the modular building at the above referenced property.This will be the quickest way to resolve the ongoing concerns about this project. It will also be the quickest way to allow you to remove yourself from the permit and to allow the owner to change contractors so this project can move forward. Also,as discussed at our last meeting on site,you and the owner need to establish in writing,who is responsible for what. If you disagree with this decision,you do have the right to appeal it to the state. Please feel free to contact this office if you have any questions. Sincerely, -POJ Paul Roma Local Inspector \ u Al 'All ' � d ° n_• j" } •�Ve „ f i �. •. °lam}''A 1F'�. f ' . AaM' y _� 6' '' f j�S fib" 27 Connemara Circle, Hyannis 12/10/07 I NNW #f . ` '• 1�/' 'c „�, V�. a+.�'�"`yc.�y h` 'a�yC �t.+"�,.'��,�•�w.'y�,.� ""t�.�.ai' � t ik.°.,. • a e�..� �� d�,+c, _w�,�#` ,^i' ° ..f „j.�f� hs''ah`.vt r�"js^ �r .',*, s, 1 � 27 Connemara Circle, Hyannis 12/10/07 v f i Ho `r °`.R � y+..f' �,�.. x +KZ;#�'� `� ;3.;. l F 1 +a �� eA ��e.fi� • 14 v 27 Connemara Circle, Hyannis 12/10/07 • - F P. 1 Communication Result Report ( Apr, 22, 2008 8: 35AM ) 2) .Date/Time : Apr, 22. .2008 8: 34AM File Page No. Mode Destination Pg (s) Result Not Sent ---------------------------------------------------------------------------------------------------- 5929 Memory TX 91.6173894220 P. 2 OK ---------------------------------------------------------------------------------------------------- Reason for error E. '1) Hang up or .line fail E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) Exceeded max. E—ma i 1 size Town of Barnstable Regulatory Services Thomas F.GHler,Di—tor bTo Building Division Thomas Perry.CEO.ftu iaz CommGslooar 200 Maio Shoat,HywwK MA 02601 - www.rowo.harnalableaa.ua - ' 'Office:508-56240 8 Fax;508.790.6230 PLEASE FORWARD THE ATTACHED PAGE(S)TO: TO: DENrlls D(�1RSE . ATTN. FAX NO: (o r 7 }J Fl g- zf'ea,4 0 RE: :;;1--7 GaMOE7#1 A.4 Cit,7 ff FROM: ��.V L D[1 f DATE: `F` PAGES) a (INCLUDING COVER SBEET)- DENKr r7dK LSlI E� WAS ScHT our z_Asr cewiec—K. IF You D0lf7`,4LA50Y rT }you S1roUL-6 9C7 �i cEra�iK� f l .. SN�kT L y UL , no,:,am I I J_. �OFIKEroyti Town of Barnstable Regulatory Services RARNSTARLE MASS. �. Thomas F. Geiler, Director Building Division Thomas Perry,CBO, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: ATTN: FAX NO: (p f �.7 Z-F d O RE: 2- `7 f-oN14 U-tA" CDA FROM: > . V r' �Z) d�f 04 DATE: PAGES) (INCLUDING COVER SHEET) 0614Nl S Twf L�7rk w� S S�8'PT� ° U q0 VC �7 t s,Lc)k JL Rev:121901 oFt Ta,,, Town of Barnstable Regulatory Services y 'ASSS' Thomas F. Geiler,Director �p 039. ♦� rEDru1A'tA Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 April 18,2008 Mr. Dennis Dibiase c/o Kelley Industries PO Box 459 Marstons Mills,MA 02648 Re: 27 Connemara Circle,Hyannis,MA 02601 Dear Mr.Dibiase, Upon review of the information supplied to and gathered by this office,an engineer registered in Massachusetts is needed to certify the set and structural integrity of the modular building at the above referenced property.This will be the quickest way to resolve the ongoing concerns about this project.It will also be the quickest way to allow you to remove yourself from the permit and to allow the owner to change contractors so this project can move forward. Also,as discussed at our last meeting on site,you and the owner need to establish in writing,who is responsible for what. If you disagree with this decision,you do have the right to appeal it to the state., Please feel free to contact this office if you have any questions. Sincerely, Paul Roma Local Inspector. � ! /_ e-4 �o ' 1: s ARK ENTERPRISES TOW is BAtRN:STABLE 455 West Barnstable Road,Ostervfile,MA '� 5.� N _4 PM , P.O.Box 309 Marston Mills,MA 02648 Tel: 508-4284135 Fax: 508428-3518 _ Representing Penn Lyon Modular Homes O{`d f Sl O N PROPOSAL Ms. Deanne Maroj 27 Connemara Circle Hyannis, MA 02601 We propose to deliver and setup a Penn Lyon Modified Cape home on your foundation at 27 Connemara Circle, Hyannis, Massachusetts. The cost of this home will be $101,800.00. After you receive your Building Permit from the town of Barnstable, you will need a check for 15% deposit ($15,270.00), made out to ARK Enterprises. Penn Lyon Modular Homes will then start production of your home. Also, we are attaching a copy of what the homeowner needs to do before the house arrives and after it has been set up on the foundation. The final bill will be paid on the day of delivery of home and a certified bank check for$86,530.00 will be needed at that time. When the house has been delivered and buttoned-up, you will need to hire all necessary tradesmen to complete connecting the electricity, plumbing, carpentry, rug connection where two pieces of home come together, installation of furnace and whatever else is needed to receive your Occupancy Permit from the Town. You will need to purchase your furnace as Penn Lyon does not supply this. All connections and baseboards are in place when house arrives. 4 f ACCEPTANCE OF PROPOSAL The above prices,specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature: DATE: /� ` - L` `J Signature: ir ARK ENTERPRISES ` 1 `0 1- 13r� id�E 455 West Barnstable Road,Ostervil( h02455,� �: �� P. O.Box 309 Marston Mills,MA 02648 Tel: 508-428-4135 Fax: 5 Representing Penn Lyon Modular Ho # d PROPOSAL 4 Mrs. Joan Silvera 35 Connemara Circle,. Hyannis,MA 02601 We propose to deliver and setup a Penn Lyon Modified Cape home on your foundation at 35 Connemara Circle, Hyannis, Massachusetts. The cost of this home will be $101,800.00. After you receive your Building Permit from the town of Barnstable, you will need a check for 15% deposit ($15,270.00), made out to ARK Enterprises. Penn Lyon Modular Homes will then start production of your home. Also, we are attaching a copy of what the homeowner needs to do before the house arrives and after it has been set up on the foundation. The final bill will be paid on the day of delivery of home and a certified bank check for$86,530.00 will be needed at that time. When the house has been delivered and buttoned-up, you will need to hire all necessary tradesmen to complete connecting the electricity, plumbing, carpentry, rug connection where two pieces of home come together, installation of furnace and whatever else is needed to receive your Occupancy Permit from the Town. You will need to purchase your furnace as Penn Lyon does not supply this. All connections and baseboards are in place when house arrives. ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature: DATE: Signatu �Tab stop4.'foraddress Carb®nless adams INVOICE J =r=k a=viz.-c No. INVOICE DATE J` =Zl al CUSTOMER'S ORDER NO. SOLD TO: SHIP TO: SALESPERSON ' SHIPPED VIA TERMS F.O.B. a e•e o .e a t� ;� �r ri • 'b �=�� a i /teq e 05 :Z WdNVF PI NA SANITATION, INC. R0. BOX 280 INVOICE DATE: NO Marstons Mills, MA 0264$ � cws 5f}$- 28-2®62 C CONTAINER#. USTOMER: A � K L. DELIVER: #OF DAYS: A -JA%A1 A` {• �,,y� ,-7 +S CHECK# UT DELIVERY ADDRESS `C c— zE : . t )YD 1 d( . )YD o t- _ )YD 15( )YD N )YD20 YD NCu }�YD 30 }YD YOS AT TON LIMIT cn r Go OVERLOADING BEYOND TOP WILL BE►BILLED AT$ �� PER TON ~ l w TOTAL PRICE:$ �j o `n No trees or stumps,mattresses,televisions,appliances,etc. N No hazardous material or tires,yard waste,household trash o PING SANITATION INC. is not responsible for any property damage due to placement and or.rernoval of container. z Container care only be filled level with the top.. ~' DO NOT MOVE THIS CONTAINERI.You are responsible for this container.Any damage will be billed to you.,. w �111dI� ENT S: . J w m scorner Signature This is a legal binding g agreement ly-M signature- o, 00 cu • M m F- (S) KELLEY INDUSTRIES Fire Damage Clean-up-High Pressure Cleaning-Waterproofing Sandblasting-Pointing-Painting-Brick-Stone-Wood-Metal-Etc.. 9 BUELL STREET, EVERETT , MA 02149 PHONE: 617-389-8514 • FAX: 617-389-4220 (/ C Yw— , � e . • x en . x x x tiy e C� � �-_ d orm must be submitted for any workers hired. In bcontractors hired must supply this. Copy of ile. t be submitted. Construction Supervisor's License &Home her than the homeowner applies for the er of Permission. submitted if homeowner is acting as general iital of application for new apartments and ents requiring construction: $4.10 per 5* nspection($25 fee*). ccupancy Permit issued and fee received. 0, permit fee $8.10 per$1,000, minimum fee LAW OFFICES OF RON S. JANSSON 'a , - f� D,tit P. O. BOX 147 BARNSTABLE, MASSACHUSETTS 026`3011' 9 STREET ADDRESS: 86 Will.,, Street, Suite 4 TELEPHONE: (508) 362 - 3377 Yarmouth Port, MA 02675-1758 -'-'x---F,A_C_SIMILE: (508) 362 - 3433 June 14, 2006 Thomas Perry Building Commissioner Town of Barnstable Hyannis, MA 02601 RE: 27 and 35 Connemara Circle, Hyannis, MA Dear Mr. Perry: I have been requested by Joan Silvera to write a letter to you pertaining to the above referenced lots which are shown on Assessors Map 291 as LOTS 292 and 293. As a result this opinion is prepared only for the use of Joan Y. Silvera in her application for a building permit at 27 Connemara Circle, Hyannis and is not to be relied upon by any other person who may at anytime become the owner of the property. ®(t LOT 292 (27 Connemara Circle) is currently a vacant lot and LOT 293 (35 Connemara Circle) is burdened with a single family residential dwelling. Although I do not have the actual square footage of each lot, it would appear that each lot is approximately 10,000 square foot in size. According to the assessor's records, 27 Connemara Circle is 10,454.4 square feet and 35 Connemara Circle is 12,196.8 square feet. I have enclosed a copy of Land Court Plan #27099B highlighting the lots in issue. From what I am able to determine, this plan represents the original subdivision plan of land which was prepared in July of 1972 by Barnstable Survey Consultants Inc.. At the time of the creation of the lots, this area was zoned RB which,required a minimum of 1,000 square feet as a buildable lot as well as 0 square feet of frontage. I am informed that this locus is currently zoned RB which requires 43,560 square feet and 20'of frontage. On information and belief the house at 35 Connemara Circle was built on 1970. I have examined the two titles of the two properties back to the common grantee who was William E. Dacey, Jr. Trustee of the W.E.D. Realty Trust who took title to all of the lots in issue on September 21, 1972 as is set forth in Certificate of Title 56137. The existing house lot currently stands in the name of Martin L. Silvera and Joan V. Silvera as is set forth in Certificate of Title #63498. They have been the record owners of interest according to the Land Court records since December 13, 1974. Mr. Silvera died approximately 5 years ago, since the property was held as tenants by the entirety, by law Mrs. Silvera is the sole owner. The adjoining vacant lot, 27 Connemara Circle currently stands in the name of Joan Y. Silvera, Trustee of the 27 Connemara Circle Nominee Trust u/d/t dated March 25, 1993. Property was registered in -the Trust on April 7, 1993, as is set forth in Certificate of Title #129766. From March 28, 1986 through April 7, 1993, the property was in the sole name of Joan Y. Silvera as is set forth in Certificate of Title #105780. Prior to that, from December 23, 1975 through March 28, 1986, the property was in the name of Dianne Silvera individually, as is set forth in Certificate of Title #66218. Prior to that date, the property was in the ownership of the common owner as set forth above, William E. Dacey, Jr. Trustee of the W.E.D. Realty Trust. As previously stated, the property is currently in the name of Joan Y. Silvera as Trustee of the Connemara Circle Nominee Trust. The documentary information provided me by Mrs. Silvera indicates that neither Joan Y. Silvera nor her husband Martin were/are beneficiaries of this Trust. Given the fact that at the time of the creation of the lots in 1972, the lots conformed to the then existing zoning requirements and given the fact that the next particular zoning change in this particular area was in the year 1985 which required that the lots contained 43,560 square feet, it is my opinion that each of these lots constitute legal non-conforming lots for the purposes of zoning and have not merged. I am glad to provide you with any further information should you require it. Very truly yours, Ron S. Jansson RSJ/sb Encl. AFFIDAVIT OF J®AN Y. SILVERA I, Joan Y. Silvera, on oath, depose and say as follows: 1. I am currently the owner and occupant at 35 Connemara Circle in the Village of Hyannis. On information and belief this house was built in 1970. 2. At the time I took title to the property on December 13, 1974, I owned the property jointly with my husband Martin L. Silvera. Martin L. Silvera died on I%/tl 1 zz bb leaving me the sole owner. 3. The adjoining vacant lot 27 Connemara Circle is currently held in title by me as trustee of the 27 Connemara Circle Nominee Trust under a Declaration of Trust dated March 25, 1993. 4. Since the creation of this trust neither I nor my husband have been beneficiaries of it. The foregoing information is true to the best of my knowledge and belief. 4p-,2 0- 010 Date Joan Y. Silvera 27099 SHEET / of 4 { _ t SUBDIVISION PLAN OF LAND IN BARNSTABLE (HYANNIS) Barnstable Survey Consultants, Inc., Surveyors July 1972 palne Bank VA Cert.Ig926 , C. No. IA034 o 55.a'O E ( See Sheet -3 ) 0, N aZ B°°O 00 p� cop c £s99�0e O o 4p 6 3 N a6 N4' : 4," 0eQ'§$I`3430'E tf g0.18 hS0.Q4N! 63 140.97 57 0 0— Y\ O 62 o y p ZpE $ f` Rad:oil cn v1 A S 83'56'34 E O V w $Q 61 '. 0 m 80•00 �\idApO 2 0 m y� 158.46 `�, 60 b' m 80.p0 �^ 132.60 c �., o1N�,� 59 `°N ep.0° uLNb94543 W $ In 58 = tt 9000 a0 \ 3S.✓r?. ` S 9 Ao o v+1 R' 66J3 ;755' ovNcs� Qo}c 7Q.vo 7i•3 0 87 280.°0 (,`0N r1N►`1B12F�05.0 D R 320001Qgs'7216 N 9�r P ,� 73.s2 N %.85•o�ro N a dr-- \ 4 eke _ % 0 98 N N 88 \'0 10 $ ae 99w oti a R 9g o 100 0� g2o y58s0o By rs �T�1 e S.O° 9, )7 J 89 ccis 0 0. 9 ?5.10 '610 ?� �R9e96 P A \ v 9 �oh /R 95 a rt4 �3 6S �aa� o a boo J\ 8 oti tim 3'> 1 aaA�"i94 0� •�, k$ 90 Ilk lb 7 az a��, °p a"e-' 93 ��► P,y 1 �, � �° '�� q 9 :ay 96� a� 91 9a as ^' 9109 ^�di q sJ, eo•�a -6 N ��.o ab96., �� ,aa�� r410Wyk% .� Z N76=y3�ro`ry�\e �`�P°,S 0 .' o N E4Aenia fortesJohnsonrlZ�0��6 Wesie� et a� c.a. ��S Q 4 �J �c �%_j toy 1 0 'aa 78 w Baron ' smith % et at• 2 O c•e.y�c y'a •� 8 , 77 M41,�1e Pam Z,,\ \'a � � � �• ° S �\ 9o��W�dV a.t•)�A Subdivision or Lana N►ITC ��Z Shown on Plan 27099A Filed with Cart. of Title No. 20973 Registry District of Barnstable County NW . Separate certificates of title may be issued for land x shown hereon and.rya_Sbetts R1,3_aad_4_as_[ots l_tblu/00 Copy of on Bythe Court. "fp_ LAND REGISTRATION MICE hS£PT. 20A199 Scs/e oft is plan/ feet to an;nth P_T, O 9 AL.Woodbury,En#Mr Or tburt- x-. e�1_ve /feco MLr 17 08 09:46a Dennis 617-389-4220 P.1 KELLEY INDUS TRIES 9 BUELL ST. pq mAR 28 EVERETT, MA. 02149 PHONE : 617-389-8514 FAX: 617-389-4220 Email-djd420560yahoo-com Fax Transmittal To: From:Dennis DiBiase ,a Name: _ /ry Date Sent Phone: .50 (f62 Number of Pages: 1 p [c-rl a e Fa` Pit ._ 6"'z3c► URGENT FOR REVIEW PLEASE COMMENT PLEASE REPLY PLEASE RECYCLE COMMENTS: 'xlrtu C /JS S P/e t/ z•�•'► �C7�=.rov �.�o f� j��/►�t.l �N JL e G�.s.a 1 TLC i7/� 1`;n�e, jqy.?/i7Nd ,%�+ :�/c �^s/�'•'f LvlfE'r. 1 J!tc`r��.. '` j77r:�► C'y(1 .?f e //,v /►,;aft-°n!.'ter air: L�iT1/y�✓ p; �/Cu�L �C,v✓.CNG 2 ;"Z� use c?i/' .rL i�//1 '2ZlTCC 11 ,9 01 ry CP 77f4 7'41&-e- r7/e Jln :.� G ir.�/➢L ST7'��nr"-r�� G.t` tr✓tiG�Z. /�:�r0 - yc, % L�%ic�I „L. /L�Gi<✓Z 77/e' -,- ;� :li , lJ Tt: ,C. J?6A.w 7Z' i�j' �`L' /r+.n,w. �/t'' •^'G t'�'y r--.ia�. �v ,!'e j7� �iK�ov !c,°L y�•Jr� /7^e c,,.; 7ji,( rl7. f7ei2 CONHDENTIALITY NOTICE THE DOCUMENTS]ACCOMPANYING THIS FACSIMILE CONTAINS CONFIDENTIAL INFORMATION,WHICH IS LEGALLY PRIVILEGED. THE INFORMATION IS INTENDED ONLY FOR THE USE OF THE INTENDED RECIPIENT NAMED ABOVE IF YOU ARE NOT THE INTENDED RECIPIENT.YOU ARE HERBY NOTIFIED THAT ANY DISCLOSURES,COPING,DISTURBUTION OR THETAKING OF ANY ACTION IN RELIANCE ON THE CONTENTS OF THE INFORMATION CONTAINED HERIN EXCEPT ITS DELIVERY TO THE INTENDED RECIPIENT NAMED ABOVE IS STRICTLY PROHIBITED.IF YOU RECEIVED THE FACSIMILE IN ERROR, PLEASE NOTIFY LIS IMMEDIATELY BY TELEPHONE TO ARRANGE FOR RETURN OF THE ORGINAL DOCUMENr[S]TO US..THANK.YOU it - i PENN. LYON HOMES CORPORATION Airport Rd., P.O. Box 27,Selinsgrove, Pa. 17870 •Tel.(570)374-4004 Fax(570)374-6053 March 27, 2008 Web:www.pennlyon.com Mr. Paul Roma The Town of Barnstable Department of Health Safety& Environmental Services Building Division 200 Main Street Hyannis, MA 02601 Fax: (508) 790-6230 Subject: 27 Connemara Circle, Serial #11296 RE: L198 Dear Mr. Roma: I received a copy of your preliminary inspection report for the property located at 27 Connemara Circle from Dennis DiBiase of Kelly Industries. In his letter he asked me to address the issue pertaining to the gaps between units which exceed 1". All of our homes are designed with a minimum of a 1" gap between units. Typically the 1" is held but,due to the fact that some foundations are not totally level a larger gap can occur. A larger, "gap is acceptable since each half of the home is designed to independent of the other. Enclosed you will find a copy of a letter sealed by an engineer with NTA inc. outlining this fact. The only connections that are required between units are found on pages S 12 and W 16 in the approved drawing package. • S 12, Shed Dormer Cross Section: %"through bolts @ 6'-0" o.c. are required for connecting the (4) member floor girder. • W16, Shed Dormer 120 MPH Wind Connections: Simpson CS22 straps w/(10) 10d nails are required to connect trusses at every truss location. If you have any additional questions,please feel free to contact me at(800) 788-4754, Ext. 218. s truly, Lamont A. Brown, Jr. Engineering,Manager -- Cc: Mickey Locey Jason Sprenkel Dennis DiBiase Encl: NTA Letter Manufacturers Custom Homes • Town Houses • Commercial Buildings ! 0 i ENGINEERS. PLANNERS INC. CONSULTANTS is i 305 NORTH OAKLANO AVENUE P.O.BOX 490 NAPPANEE,INOIA IA 46550 PHONE. 574-773-7975 WEB:WWW.NTAINC.COM FAX: 574-773-5739 ! . I. i. January 16, 2008 PLH011608-5 i I Lamont Brown ! Penn Lyon Homes PO Box 20,Airport Road Selinsgrove,PA 17870 RE: MODULE INTERCONNECTION REQUIREMENTS j Dear Mr.Brown: It is standard practice in the modular housing industry to design modular units to be structurally independent from each other for vertical loads. In other words, each module is capable of supporting all code required loads which are applied vertically to that module without connection to adjacent modules. Because the completed structure is composed of structurally independent• modules,the comp'Ieted structure has a higher level of redundancy compared to conventional construction. If you have any additional questions or comments regarding this matter please contact me at o convenience at(574)773-7975. T ���AL H pF G� ids Respectfully, i�O�WEAt ®j 2� �+; >; �. �� ERIC I TOMPOS y ` PROFESSIONAL �'� Lae.No. 41814 ® ` ERIC J. TOMPOS n 0 Eric J.Tompos,P.E. m r 06 ENGINEER Executive Vice President NAL NTA,Inc. 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L U V 0 1 !: 17MV1 I LHIY_L S VII nvm�� �. tivi JOPENN LYON HOMES CORPORATION AiMm Rd.,PO. Box.27,Selinspvee„N. i WO sTd.670)174-0004+Fax 670)374-6053 March 2712008 Web:www.penn*.com Mr.Paul Roma The Town of Barnstable Department of Health Safety&Environmental Services Building Division 200 Main Street Hyannis,MA 02601 Fax: (508)790-6230 Subjects 27 Connemara Circle, Sedal#11296 RE: L198 Dear Mr.Roma: I received a copy of your preliminary imspecdon report for the property located at 27 Connemara. Circle from Dennis DiBiase of Kelly Industries. In his Ietter he asked we to address the issue pertaining to the gaps between units which exceed I". All of our homes are designed with a minimum of a 1"gap between units. Typically the I"is held but due to the fact that some foundations are not totally level a larger gap can occur. A larger gap is acceptable since each half of the home is designed to independent of the other. Enclosed you will find a copy of a letter sealed by an engin=with NTA inc.outlining this fact. The only connections that are required between units are found on pages S12 and W 16 in the approved drawing package. • S12, Shed Dormer Cross Section: Y:"through bolts @ 67-0"ox. are required for connecting the(4)member floor girder. • W 16,Shed Dormer 120 MPH Wind Connections:Simpson CS22 straps W/ (10) I Od nails are required to conned trusses at every truss location. If you have any additional questions,please feel free to contact meat(800) 788-4754,Ext. 218. truly, Lamont A. Brown,]r. Engineering Manager Cc: Niiekey Locey Jason Sprinkel _ Dertr►is DiBiase f Encl-, NTA Letter Manufacturers.. Custom Homes • Tawn Houses •Commercial Buildings f;M.AR. 21. 2 19AM PENN LYON NO 7856 P. 1 PENN LY'ON HOMES CORPORATION Airport Rd,, RO. Box 27,Selinsgrove, N. 17870 #Tel,(570)374-4004 tFax(570)374-6053 March 27, 2008 Web:www.pennlyon.com Mr, Paul Roma . The•Town of Barnstable Department of Health Safety&Environmental Services Building Division 20.0 Main Street ,' Hyannis, MA 02601 1 Fax! (508) 790-6230 �? Subject: 27 Connemara Circle, Serial#11296 RE: L198 Dear Mr. Roma: I received a copy of your preliminary inspection report for the property located at 27 Connemara Circle from Dennis DiBiase of Kelly Industries, Ire his letter he asked me to address the issue pertaining to the gaps between units which exceed 1". All of our homes are designed with a minimum of a 1" gap between units. Typically the 1"is held but due to the fact that some foundations are not totally level a larger gap can occur. A larger gap is aeoeptable since each half of the home is designed to independent of the other. Enclosed you will find a copy of a letter sealed by are engineer with NTA inc. outlining this fact, The only connections that are required between units are found on pages S 12 and W 16 in the approved drawing package. • S12, Shed Dormer Cross Section: 11?through bolts @ 6'.0"o.c. arerequired for connecting the (4)member floor girder. • W16, Shed Dormer 120 MPH Wind Connections: Simpson CS22 straps w/ (10) I Od nails are required to connect trusses at every truss location. If you have any additional questions,please,feel free to contact me at (800) 788-4754,Ext. 218, s truly, Lamont A. Brown, Jr. Engineering Manager Co. Mickey Locey Jason Sprenkel Dennis DiBiase Encl:NTA.Letter Manufacturers Custom Homes • Town Houses • Commercial Buildings DEC/26/2007/WED l i : 30 AM P. 001 Keeley crane Semce . 19 Westfield Street, Portland, ME 04102 (shipping) P.O. Box 1074, Portland, ME 041044074 (mailing) Telephone: 207-774-1046 Fax. 207=773-6619` FACSIMILE--COVER SHEET TO: 'Town of Barnstable DATE:. December .27, 2007 FAX#: 508-790-6230 ATTN; : Paul Roma TIME: FROM: Ben Keeley. - -- -'- - COMMENTS: Paul, ¢ Here is the information you have requsted. I am missing one ID. I will fax a to of Jason Sharpe's down to you,as soon as I dig it up. If there is any additional u information needed please don't hesatate to call. Thanks, Ben CP L• _; - a sY PAGES TO FOLLOW , If enclosures are not as indicated, please notify sender DEC/26/2007/WED 11 : 30 AM P. 002 JJ&PENN WLYON HOMES CORPORATION Airport Rd., P.O..Sox 27,Selinsgrove,Pa. 17870-Tel, (570)37 004 Fax(570)3746053 Web:www.pennlyon,corn December 26,2007 RE: Letter of Certification To Whom it may concern: . Keeley Crane as ben adequately This latte�c is written in demonstration of the fact that Ke ey ran h e educated in procedures relating to the field installation of Penal Lyon Homes,Inc, s manufactured homes. Such procedures include the safe placement and attachment of all manufactured units to the field constructed foundation, as well as all ether, connection details as prescribed by this manufacturer's approved set manual. By issuingthis letter, Perm Lyon Homes,.Inc. agrees that Jeremy Thompson;Troy Lord,Nate Ward,Jason Sharpe, and Brett Leighton, all from Keeley Crane,are adequately equipped with the lmowledge of all current State and Local Building Codes, and General Constructioxz practices. If there are any questioas relative to this subject,I may be Contacted r@ 800-788-4754. EXT#307 , Very tinflY yours, ?Zsprenkal Sales _ PENN LY'ON.HONES,INC: Manufacturers Custom Hordes • Town Houses • Commercial Buildings 616 'd lbl9 'ON 0IM: < < L006 '9Z '010 of114E� � The Town of Barnstable BARARR. E. MASS. Department of Health Safety and Environmental Services 9 0p •' .-"`-- 1659. IFOMAy Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection P Location -7 COT Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �7- HAVfUA 1 SS /rt(I k1e7 LS — k774 U H qE: f P wgkE -r7l Pu7- vim. o� 4 a Please call: 50 -862-4038 Nr re-inspection. Inspected by i Date 7` y P�oF1HE T Town of Barnstable Regulatory Services + BARNSTABLEr v MASS. g Thomas F. Geiler,Director, rF039. Building Division Thomas Perry, CBO Building Commissioner, 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 December 10,2007 w Mr.Arthur Kelley r PO Box 459 Marstons Mills,MA 02648 Re:27 Connemara Circle,.Hyannis,~MA Dear Mr.Kelley, 'On December 7,2007 a foundation inspection was done at the above referenced address. Several items` were noted that require immediate attention.The foundation elevations on site were different than those of the plan submitted to this office.A major portion of the rear wall needs to be framed on site but no framing details were supplied as part of your application.Secondly the on site elevations may trigger a violation of the town's zoning ordinances regarding building height. Please be advised that before any further inspections will be done, these concerns,as well as the unresolved concerns of the letter dated November 2l,'2007,must be satisfactorily addressed. If you have any questions please contact this office. - ,�t _o.7 Sincerely, Paul Roma Local Inspector - x - ,A V`tY�"34�.. •ge,6 F ,r . r j .y�L ,_ "C 3.s,_,,a F ot ra' d4'` 3 9 a �- '�'- a �gulaio Services , µ RThomas F xGe ler',D1r ctor.Wr Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 November 21,2007 Mr.Arthur Kelley Kelley Industries. PO Box 459 Marstons Mills,MA 02648 Re:27 Connemara Circle,Hyannis,MA Dear Mr.Kelley, On October 22,2007 Dennis Dibiase applied for a permit to install anew modular home at the above referenced address.Because of the following inconsistencies or omissions this application is denied. 1) the request for airspace review and the worker's comp form list Kelley Industries at 9 Buell St.,Everett,MA 2) the letterhead sent to this office lists Kelley Industries at PO Box 459 Marstons.Mills,MA 3) the worker's comp form lists the address of the project as 19 Connemara Circle 4) the bulk label form lists the dealer as ARK Enterprise,22 Russell Path(no city or town) 5) this same form lists the installer as GCB Construction and Greg Cashner as the construction supervisor with license #cs 067443 6) the application lists Dennis Dibiase as the construction supervisor with license#cs067443(they have the same#) r..-----7) the certified installer photo and id are missing from the application packet 8) the label request form is missing from the application packet 9) the plans submitted are generic,not specific t6this project 10) who will finish the second floor and when? --11) who will insulate the basement?` E 12) the plan identification number assignmerA is missing from the application packet If you have any questions please contact this office. . Sincerely, 1 Paul Roma Local Inspector � - - . -7. _ ( - FO 9 -4�, C TuR/07/2008/FRI 08:05 AM F. UUI/UU1 Y ' + 1 Feeley Crane Service P.Q.Box 1074-Portland,Maine 04104-207-774-1046-Fax 207-773-6618 March 7,2008 a ARK Enterprises P.O.Box 309 Maiston Mills, MA 02648 Re: Silerva '27 Comamaria Circle Hyannis,MA 02601 To whom it may concezn, the gap between two modular units must be no greater then l '/x"per manufacturer specifications. Very truly yours, - enjamin M.Keeley Director of Operations ' I SHED UP � CAPE TRUSSE •_7= ': 13'-6 1 2" JLJ RISE 3 4 FOR 3048 2 24210 ON—SITE HARDWOOD HDR: (3) MO SPF #2 ran3o 9'-1 1/4' " ® ' i =N _ �2 1/2° DINII�TG WON . C4 ON-m-3/r"m VEXr Rip •- _ N Im rn c l .; T-7 1/2' m 00 N 9'-6 1/2' : _ r4 1/f F LL 1 1/f Flu W - + Q acim to a W - Ok9f W GV. I - W W 1 � _ .. • W3612 tY�30 % C, N = RCB4: (2) 1.5' x 9.25' LV.L' `2 'co z RCB4: (2) W x 9.25' LV L 0 o M z ch Zoo 5 2 . Otm FA'D cn aW ' 2 � Csr a m"' "' a I�VING ��� UP 13R FC °D 1 o a1-s1f z o o OM-SIfE 3/4 t 'J O att Gums 11',-2' 3 ' co N p N cn 3—LIIE 30fi 3048 3M12 SAFEiY HDR: (3) 2x8 SPF2 GLAZE +. NOTES: 3'-2 1/2' 9'-5 _ 18 y 1.- 2x6 EXTERIOR WALLS, @-16" O.C. 2x4 INTERIOR WALLS, O 16" O.C. 2x4 MARRIAGE WALLS, @ 16" O.C. CL LOCATION FOR 4'-6' ' 2. 12/12 TRUSS ROOF, 16" 0_C. DORMER W/2842 WINDOW 3: 8'-0' COUNGS 4. SILVE RLINE SGL HUNG WINDOWS W/NO GRILLS • 5. HOT WATER BASEBOARD HEAT +4 1• 6. FLOOR GIRDER TO BE (3) 200 SPF12 PER MODULE 7. 2z10 FLOOR JOISTS 16" O.C. 1O/291=7 9:42:12 AM oFt Town of Barnstable Regulatory Services ST MASS M Thomas F. Geiler,Director 1639., Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 April 23, 2008 ` Mr. Lamont Brown Penn Lyon Corp. Airport Rd. P.O. Box 27 Selinsgrove,PA 11870 Re: 27 Connemara Circle,Hyannis,MA Dear Lamont, This letter will confirm some of the concerns/issues that we discussed today about the above referenced address and will by-pass most of the history of this project unless you feel it to be relevant. The items being faxed are numbered to try to give a sense of sequence but are by no means the beginning of the questions raised by this project. Enough irregularities are present to warrant a set inspection by a Massachusetts certified structural engineer. If you have any questions or need more detailed information,please feel free to call. Sincerely, Paul Roma Local Inspector I ytlti Town of Barnstable Regulatory Services IIARNSCABLE• noes Thomas F.Geiler,Director o i639 leornal" Building Division Thomas Perry,CBO, Building Commissioner 200 Main Street, Hyannis,MA 02601 . www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: ATTN: - FAX NO: S— 70 -7 � YANVY-5� FROM: I A- U L DATE: PAGE(S): f (INCLUDING COVER SHEET) e: F: Rev:121901 P, 1 Communication Result Report ( Apr, 23. 2008 4: 29PM ) 1) 2) Date/Time : Apr, 23. 2008 4: 06PM File Page No„ Mode Dest.i n a t ion Fig (s) Resul t Not Sent 6003 Memory TX 915703748673 P. 18 E-1) 3) 3) P. 14-18 ---------------------------------------------------------------------------------------------------- Reason for error E. 1) Hang up or l i ne fai l E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) Exceeded max. E—mail size.' Town of Barnstable I Regulatory Services uus _7Aomai F.Gei4,DiraW� - Building Division Thomas Perry,CMA BuOdiaa Commiuioner 200 Main Street,Hymns,MA 02601 - www.town.barnalahlwma.w Office:508-8624038-` Fax:508-790-6230 - - PLEASE FORWARD THE ATTACHED PAGE(S)TO: ATTN: FAX NO: 7 4f (n7 _ Jim a--7c e>rt NE HAA-* �f Rcc� FROM:... {'p-a c:. DATE: PAGE(S): (INCLUDING COVER SHEET) } �yp*IKET, Town of Barnstable Regulatory Services �a Thomas F.Geiler,Director i639 Ma�a Building Division Thomas Perry,CBO, Building Commissioner 200 Main Street, Hyannis;MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: ATTN: FAX NO: FROM: v ra DATE: � �D PAGE(S): I (INCLUDING COVER SHEET) { 1 ` Rev:12190I' I 14X s -70 Z-f a--o To ©t2T� A1 Fop, owc,-, � � n u LJ PLr�- � �� s � � ss6b. c-a comer ®N o w 14 C-c ktf� P (' w C--� JR ',r o.w rf 67IZ- 7Z) p r=0� ( P6 w S-rV )retractors hired must supply this. Copy of e submitted. nstruction Supervisors License &Home r than the homeowner applies for the bmitted if homeowner is acting as general f Permission. of application for new apartments and Document: Building permit application proved, Agreement for Family ommissioner. Agreement must be eds, and returned to Building Division by eats requiring construction; $4.10 per 25, r building permit application is submitted. EC-27-2007 10 : 16 AM Pesce Engineering 508 743 0211 P. 01 s CS PESCE ENGINEERING AND ASSOCIATES, INC. 451 Raymond Road Plymouth, MA 02360 Phone 508-743-9206 FAX 508-743-0211 epesce@comcast.net Facsimile Transmittal Sheet TO: FROM: .CO ANY- � 'DATE: FAX NUMBER:, ���� NO. OF PAGES INCLUDING COVER: SUBJECT: CC: caw"4* clt�- Fax Number. URGENT FOR REVIEW ❑ PLEASE COMMENT ❑ PLEASE REPLY l 17Rl� Ito 6VO y , Aw 64i5� , AL' k`lv�v C C-- Z�Ve67 - r DEC-27-2007 10 : 17 AM Pesce Engineering 508 743 0211 P. 02 PESCE ENGINEERING & ASSOCIATES, INC. 451 Raymond Road Plymouth, MA 02360 Phone 508-743-9206 FAX 508-743-0211 epesceO.)comcasf.net Mr. Tony Roma December 27, 2007- Local Building Inspector Town of Barnstable, Building Division 200 Main Street Hyannis, MA 02601 SUBJECT: Proposed Concrete Retaining Walls at 27 Connemara Circle, Hyannis,.MA Dear Mr. Roma, It was good to talk to you today regarding the new residential construction at 27 Connemara Circle. I appreciate your understanding in allowing me to have my structural engineer prepare a concrete retaining wall design and submit it to you office, while allowing other work on site'to proceed. Per our conversation, we agreed to the following: e I will provide design plans for the construction of the proposed concrete retaining walls (wing walls) for each side of the existing foundation. These,plans will be stamped and signed by a registered professional engineer, and will be submitted by Friday, January 4, 2008. e A temporary,suspension of the "Stop Work" order by your office will be in place until January 4, 2008. e Construction/erection of the proposed modular home may continue during this Stop Work suspension period. I can't thank you enough'for your understanding and consideration in this matter, and I will be sure and get the retaining wall design plans to you ASAP, preferably before 4 January. I will contact you if 1 have any problems accomplishing this by that deadline. Sincerely, p�t31S.1At13µ_ Edward L. Pesce, P.E. cc: Mr. Art Kelley . 02-29-2008 10:49 KE4.LEY INDUSTRIES 6173894220 PAGE1 • 1` ELL EY INDUSTRIES P.O. Box 458 a,r ,j �. ; , . , Mars tons Mills, MA 02848 ` K :Phone: 5084284136 v ?006 FPS 29 24 81 -388-8514 Fax: 508-428-3518 $17-389-4220 To Franc Dennis DiSiess arena • '�9 b �t.3 b ��`P--e; 7 Cc/vI4e-P-79Aof clacCt, i Nu.,nem XVO 7 z�g3 17 Ur0Mt C For Itarriow 13 Mum"QOMNMftt O now*Rap y D M""Rtayois �IL(, ,4110 r. -tWe 7V'— r cif' rn,"e Ptiq Pe-:7 0Z ,/y -1- O N /t:E Qer ILt— Dd 9 y77y„r,6. 1Ao At OlV40s 70 Ae.,w►0vi�6 >F Cebu k o: iL�,vC/y, /�/t� y �'i.>a;•� , tom>« �i.�.� /� (��,zr7, co ,f.a T/e 2 0/t Q oi7� Mar yo u �v A. CONFMNIVAM NOrTIM TM toafnn@Msl sc0c VmWft ttue hea mm aoub oonadefdw kdbnndim wwo Is k9*pAv/e8ed. Ths kftnm8on a l l- it, any fbr flre uaa attM IrrbendN realplerlt nlgMied Aew. 1ryou m not the �-1-0 1-d maWent.you m hue&,nafllled that any dbdoau% dku4w n at the tdit ar ow action Al rdimm on the corAm a of ft lnp;tnrtlai aar Wnod bwob uoq* to ddiv"tD trw MMn&d. named above fai#Wy prohMs you waWed ttdis tecsb&In error.pWm nowt us tmssdW*by tdoomnr to*top fbr refine , if of Uw crWna doainena to us. 02-29-2008 10:50 KELiL.EY INDUSTRIES 6173894220 PAGE2 Town orf`Banistable Thmm XP.aefti r,Dkecftr B Division Tam PftrY,Rkdbrog C Nis 200 Main SWM ems,MA 02601 OM= 5094624038 Fkc 5os-7904M NO ncR TO THE BUELDEW DIVMON OF WY'!t`31DRAWAL OF " LIB RUCTIONSURMV OB FROMIROJECT Const�clion supery"uCense #=' hereby certify abet f am no Wald the Coe4ewwdon SbpeMam listed an the application for the pwjed ondez consftuction w wadm6zod by bWldng peaemit # isaned to(pa�op�ty ) _ _ on 200 I abo Codify that an - _200_ ,I named the Foperty own=,dw ft prajed under consocuction moast cease uuW a mwceasar licensed Consuw iou S apeavisoor, is mtmzttd on ft.xeecomb aft Boil�ti Divido LU3BNWHDLVMR DATE. mdhmmw&1790 CIMR 10--®5-2PM 11:48 KELLEY ZNDLISTRIES 6173994c3M phi P. 1 .-_ Communication Result Report ( Feb. 29. 2008 2: 59PM ) Date/Time . Feb, 29, 2008 2.41PM Fi'l-e Page No.- Mode Destination P9 (s) Result Not Sent Q34 Memory TX 916173894220 P, 1 OK Reason for error E. 1) Hang. up or 1 i ne fa i 1 E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) Exceeded max. E—mai 1 s i ze Town of Barnstable Regulatory Services ter.m Thomas F.Ge31er,Director am F Building Division Thomas Ferry,CEO,Euihiing Canmissioner 20D Main Street,Hyannis,MA 02601 - uww.towo.asrnaMblama.us - Office:508.862 4038 - Fax:508-790-MO PLEASE FORWARD THE ATTACHED PAGE(S)TO: ATTN: FAXNO: G(7 `j&g RE: 1&"7 corgttE"A" FROM. Pht)L- "A DATE: I-'a Q-Or PAGFM: I (INCLUDING COVER SHEET) ya'u R F'q x - TO 4T I s � ..r4 , coRREcT- ISO p--4 ro - 1 w?IFS 771L1C/KC- •- 7HS Srrva?-,QN ""0"1sstaNE2 .400 jr DE BCC rF aa� 14" A -CCr fNCKI7toF/ REFakE Yev R60-ta✓6 q0 LRSEeF, .hMY DRy- HEX r -J&ee o T7+ER. 7W,40 NoNDAY .ce TH -RSDt4y wort-4 gt 6�0' , ALE ss GivE A• 4 i*t� AMA m E'Le_ jIt(ALi2� f WHE _ 77f�nKS, p jA vL �oFIKME Town of Barnstable r Regulatory Services a � • BARNSTABLE ' MASS. �, Thomas F.Geiler,Director 1634- �0 '`7FnMA�A Building;Division Thomas Perry,CBO,Building,Commissioner 200 Main Street, Hyannis,MA 02601' . www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: ... TO: lie ONIS Dt g1ASC-7 ATTN: FAX NO: /-F`a6'aa ' RE: . C OP�ff �"Id FROM: T d1 yr . DATE: "a 9 - OF PAGE(S): (INCLUDING.COVER SHEET) CNN►S - - } �'e c-` F-A x TO-41T p s T)* IF coo-p-cc_7- ono P � 7-° oSE 1 w S 7-0 L-K>.q 6- &o v-r 77f i S S rrV A'-M#I W. e W o — 1 sS (aVIL��Z �4oyD , t 'r � � � ��5� ►. � w � . 1 ►i S KC-71 Ott f 6 ►QC)245 Y 0 L9.SELC— e 4 0 Y D 0411 N C—X ` — L )E&te— Ch 774,t912 T7;11¢q j G-t v A ► VALl 9 7-1440k S P�A V L Rev:121901 REScheck Software Version 4.1.0 Compliance Certificate Project Title: 07-093 Report Date:09/19/07 Data filename: R:\Residential Projects\2007_Series\000's\07-093\07-093_RES-CHECK.rck Energy Code: Massachusetts Energy Code Location: Hyannis,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 11% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: Hyannis,MA 02601 Silvera Penn Lyon Homes Corporation , Kelly Industries Selinsgrove,PA 17870 Maximum UA:324 Your Home UA:276=14.8%Better Than Code 2nd fir.ceiling:Flat Ceiling or Scissor Truss 612 30.0 0.0 21 1 st fir.ceiling: Flat Ceiling or Scissor Truss 234 30.0 0.0 8 2nd fir,sloped ceiling:Cathedral Ceiling(no attic) 126 30.0 0.0 4 Gable end walls:Wood Frame, 16"o.c. 380 19.0 0.0 21 Window 1:Vinyl Frame:Double Pane with Low-E; 30 0.350 11 2nd fir.ext.walls:Wood Frame, 16"o.c. 496 19.0 0.0 24 Window 2:Vinyl Frame:Double Pane with Low-E 94 0:350 33 kneewalls:Wood Frame, 16"o.c. 243 19.0 0.0 15 1st fir.ext..wall:Wood Frame, 16"o.c. 960 19.0 0.0 47 Window 3:Vinyl Frame:Double Pane with Low-E 114 0.350 40 Door 1:Solid 39 0.160 6 Door 2:Solid 20 0.230 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 864 19.0 0.0 41 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. iv l d 0 is rtoi ��8�tix i�s`•a.�. CJ /°/ Name-Title Signature Date F©VED CORP 12007 A ' 'ROVAL LIMITF.p T61 I ,.; F_ " JiZY TU.IL T POi2Trt3i'q 07-093 Page 1 of 4 l REScheck Software Version 4.1.0 Inspection . Checklist . Date:09/19/07 Ceilings: ❑ 2nd fir.ceiling:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ 1st fir.ceiling:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑"2nd fir.sloped ceiling:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments:. Above-Grade Walls: ❑ Gable end walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ 2nd fir.ext.walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments' "❑ kneewalls:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ 1st fir.ext.wall:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl.Frame:Double Pane with Low-E,U-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: } #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with Low-E,U-factor:0.350' For windows without labeled U-factors,describe features: f #Panes Frame Type Thermal Break? Yes 'No Comments: Doors: ❑ Door 1:Solid,U-factor:0.160 Comments: ❑ Door 2:Solid,U-factor:0.230 Comments: i APPROVED PFS CORP Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation SEP 2 1 2007 Comments: APPROVAL LIMITED TO Air Leakage: FACTORY BUT PORTION 07-093 Page 2 of 4 ' `Aints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: .1• Type IC rated,manufactured with no,penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: O Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided., Insulation R-values and glazing U-factors are clearly,marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation'. Ducts are insulated per Table J4.4.7.1_ Duct Construction: O All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 118 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. - Temperature Controls:' Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: 0 Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the'levels in'Table 1.' - Swimming Pools: 0 All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. _ APPROVED PFS CORP SEP 2 1 2001 APPROVAL LIMITED TO FACTORY BUILT PORTION 07-093 Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated.Water Temperature(°F)" Up 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. i Fluid Temp., Insulation Thickness in inches by Pipe Sizes Piping System Types Range ff) 2".Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) E VEDRP2U07ITFD'I4 Pf�R7lt . 07-093 Page 4 of 4 Multi-Loaded Beam(2006 international Residential Code(05 NDS)1 Ver: 7.01.12 By: Matt Ross Penn Lyon Homes Corporation on: 09=19-2007: 08-53:25 AM Project: 07-093M- Location: HDR1 (P1 = RCB1) Summary: (3) 1.5 IN x 7.25 IN x 4.0 FT /#2-Spruce-Pine-Fir-Dry Use Section.Adequate By: 31.6% Controllinq Factor Section Modulus/Depth Required 6.32 In Laminations are to be fully connected to provide uniform transfer of loads to all members..• Center Span Deflections: Dead Load: DLD-Center— 0.02 IN Live Load: LLD-Center— 0.02 'IN= U2431 Total Load: . TLD-Center= . 0.04 IN- U1190 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 880 LB Dead Load: DL-Rxn-A= 926 LB Total Load: TL-Rxn-A= 1806 LB Bearinq Length Required (Beam only;support capacity not checked):'. BL-A=. 0.94 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 880 LB Dead Load: DL-Rxn-B= 926 LB Total Load: TL-Rxn-B= 1806 LB Bearing Length Required (Beam only, support capacity not checked): BL-B=. 0.94 IN Beam Data Center Span Lenqth: L2 4.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 4.0 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load:. Live Load: wL-2 30 PLF Dead Load: wD-2= 37 PLF Beam Self Weight: BSW= 6 PLF Total Load: wT-2= 73 PLF Point Load 1 Live Load: PL1-2= 1640 LB Dead Load: PD1-2= 1681 LB Location (From left end of span): . J X1-2= 2.0 FT Properties For:#2-Spruce-Pine-Fir Bendinq Stress: - Fb= 875 PSI Shear Stress: , Fv= 135 PSI Modulus of Elasticity: E= 1400000 PSI Adjusted Modulus of Elasticity: : E-Min= 510000 PSI Stress Perpendicular to Grain; Fc_perp= 425 PSI Adjusted Properties Fb'(Tension): Fb'= 1389 PSI Adjustment Factors: Cd=1.15 CF=1.20 Cr-1.15 Fv': Fv'= 155 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 3467 FT-LB 2.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: _ V= 1763 LB At a distance d.from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section.Modulus (Moment):. Sreq 29.96 IN3. S= 39.42 IN3 Area(Shear): Areq= 17.03 IN2 A= 32.63 IN2 Moment of Inertia (Deflection): Ireq= 28.82 IN4 1= 142.90 IN4 FFACTORV RaVED "`" CORP 2 12007 LIMITED TO UILT PORTION �. Multi-Loaded Beam[2006 International Residential Code(05 NDS))Ver. 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007 Project: 07-093M-Location: HDR1 (P1 = RCB1) Summary: {3) 1.5 IN x 7.25 IN x 4.0 FT./#2-Spruce=Pine-Fir-Dry Use Section Adequate By: 31.6% Controlling Factor: Section Modulus/Depth Required 6.32 In SHEAR; MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 2000 1806 lbs @ Oft 1000 Shear -(Ibs) 0 -1000 -2000 -1806 lbs @ 4 ft 4000 3467 ft-lbs @ 2 ft 2000 Moment (ft-lb) 0 -2000 -4000 -0.05 -0.025 Deflection (in) 0 0.025 0:05 - 0.04in@2ft Center Span =4 ft Controlling Load Cases: Shear: Critical shear created by combining all dead'loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM - P1 A B Center Span =4 ft Reactions Live Load Dead Load Total Load Uplift Load APPROVED A 880 Lb 926 Lb 1806 Lb 0 Lb PFS CORP B 880 Lb 926 Lb 1806 Lb 0 Lb SEP 2 12007 Center Span APPROVAL LIMITED TO FACTORY BUILT PORTION , Page 2 4 Uniform Loading Live Load Dead Load Self Weight Total Load W 30 Plf 37 Plf 6 Plf 73 Plf Point Loading Live Load Dead Load Location Pi 1640 Lb 1681 Lb 2 Ft APPROVED PFS CORP SEP 2 12007 APPROVAL LIMITED TO FACTORY BUILT PORTION I _ t Multi-Loaded Beam(2006 International Residential Code(05 NDS))Ver: 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007 :08:53:27 AM Proiect: 07-093M-Location:HDR2 (P1 = RCB2) Summary: f 3) 1.5 IN x 7.25 IN x 4.0 FT /Gang Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Section Adequate By: 126.3% Controllinq Factor: Section Modulus/Depth Required 4.82 In Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.02 IN Live Load: LLD-Center 0.02 IN = U2331 Total Load: TLD-Center= 0.04 IN L/1135 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1300 LB Dead Load: DL-Rxn-A= 1381 . LB Total Load: TL-Rxn-A 2681 LB Bearinq Length Required (Beam only, support capacity not checked): BL-A 0.58 IN - Center.Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B= 1300 LB Dead Load: DL-Rxn-B= 1381 LB Total Load: TL-Rxn-B= 2681 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.58 IN Beam Data: Center Span Length'. L2= 4.0 FT Center Span Unbraced Length-Top of Beam: Lug-Top= 0.0 FT ' Center Span Unbraced Length-Bottom of Beam: . . Lu2-Bottom= 4.0 FT Live Load Duration Factor: Cd= . 1,15 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Center Span Loading: Uniform Load: Live Load: wL-2= 30 PLF Dead Load wD-2= 37 PLF Beam Self Weight. BSW= 10 PLF Total Load: wT-2= 77 PLF Point Load 1 Live Load: PL1-2= 2480 LB Dead Load: PD1-2= 2575 LB Location (From left end of span): X1-2= 2.0 FT - Properties For: Ganq Lam-2950 Fb-2E Custom- Louisiana Pacific--Custom Bendinq Stress: Fb= 2950 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 1020 PSI Adjusted Properties Fb'(Tension): Fb'= 3588 PSI Adjustment Factors: Cd=1.15 CF=1.06 Fv': Fv'= 334 PSI Adiustment Factors: Cd=1.15 Design Requirements; Controllinq Moment: M= 5208 FT-LB 2.0 Ft from left support of span 2(Center Span) Critical moment.created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 2635 LB At a distance d from riqht support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 17.42 IN3 S= 39.42 IN3 Area(Shear): Areq= 11.85 IN2 A= 32.63 IN2 Moment of Inertia(Deflection): Ireq= 30.22 IN4 1= 142.90 IN4 APPI�O ED PFS CORP SEP 2 1 2007 APPROVAL LIMITED TO - FACTORY BUILT PORTION Multi-Loaded Beam[2006 International Residential Code(05 NDS)]Ver: 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on:09-19-2007 Project:07-093M- Location: HDR2 (P1 RC132) Summary: (3) 1.5 IN x 7.25 IN x 4.0 FT /Gang Lam-2950 Fb-2E Custom Louisiana Pacific--Custom Section Adequate By: 126.3% Controlling Factor: Section Modulus/Depth Required 4.82 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 3000 2681 Ibs @ 0 ft 1500 Shear (Ibs) 0 -1500 -3000 -2681 Ibs @ 4 ft 6000 5208 ft-Ibs @ 2 ft 3000 Moment (ft-Ib) 0 -3000 -6000 -0.05 -0.025 Deflection (in) 0 0.025 0.05.- 0.042in@2ft Center Span =4.ft Controlling Load Cases: ` Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 . LOADING DIAGRAM P1 - A B Center Span =4 ft Reactions APPROVED Live Load Dead Load Total Load Uplift Load PFS CURD A 1300 Lb i 1381 Lb 2681 Lb 0 Lb B 1300 Lb 1381 Lb 2681 Lb 0 Lb SEP 2 12007 Center Span APPROVAL LIMITED TO FACTORY BUILT PORTION Page 2 Uniform Loading Live Load Dead Load Self Weight Total Load W 30 Plf 37 Plf : 10 Plf 77 Plf Point Loading Live Load Dead Load Location P1 2480 Lb 2575 Lb 2 Ft APPROVED PFS CORP SEP 1 12007 APPROVAL LIMITED TO FACTORY BUILT PORTION I� 3 Multi-Loaded Beam(2006 International Residential Code(05 NDS)1 Ver.7.01.12 Bv: Matt Ross Penn Lyon Homes Corporation on:09-19-2007.: 08:53:30 AM Project: 07-093M-Location: RCB1 (W=TRUSS CC531901) Summary: ' (2) 1.51N x 9.25 IN x 10.25 FT /Ganq Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Section Adequate Bv:'26.0% Controlling Factor: Moment of Inertia/Depth Required 8.56 In - *Laminations are to be fully connected to provide uniform transfer of loads to all members` Center Span Deflections: Dead Load: DLD-Center— ," - 0.21 IN Live Load: LLD-Center 0.20 IN=L/613 . Total Load: .. TLD-Center= 0.41 IN = U302 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1640 LB Dead Load: DL-Rxn-A= 168.1 LB Total Load: TL-Rxn-A= 3321 LB Bearing Length'Required (Beam onlv, support.caoacity,not checked): BL-A= 1.09 IN Center Span Riqht End Reactions(Support B): Live Load: ' .. LL-Rxn-B= 1640 LB Dead Load: DL-Rxn-B= " 1681 LB Total Load: TL=Rxn-B= 3321 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 1.09 IN Beam Data: Center Span Length: - L2= 10.25 FT Center Span Unbraced Lenqth-Top of Beam: Lug-Top= 0.0 FT , Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom 10.25 FT Live Load Duration Factor: Cd= 1.15 Live Load.Deflect. Criteria: : U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= . 320 PLF Dead Load:_ wD-2= 320 PLF Beam Self Weight: BSW= 8 PLF. Total Load: wT-2= 648 PLF Properties For: Ganq Lam;2960 Fb-2E Custom-Louisiana Pacific--Custom Bendinq Stress: Fb= 2950 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E_. 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 1020 PSI Adjusted Properties Fb'(Tension): Fb'= 3492 PSI' Adjustment Factors. Cd=1:15 CF=1.03. Fv'. Fv'= 334 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M 8511 r .FT-LB 5.125 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 2856 LB At a distanced from left support of.span 2 (Center Span) ' Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq 29.25 IN3 S= 42.78 IN3 Area(Shear):. Areq= 12.85 IN2 A= 27.75 IN2 Moment of Inertia (Deflection):' Ireq 157.01 IN4 1= .197:86� IN4, ,. APPROVED PFS CORP SEP 2 1 2007 APPROVAL.LIMITED TO FACTORY BUILT PORTION Multi-Loaded Beam[2006 International Residential Code(05 NDS)]Ver: 7.01.12 By:.Matt Ross , Penn Lyon Homes Corporation on:09-19-2007 P.ro]ect: 07-093M-Location: R3131 (W=TRUSS CC531901) f: Summary: (2) 1.5 IN x 9.25 1N x 10.25 FT I Gang Lam-2950"Fb, 2E Custom-Louisiana Pacific--Custom•, Section Adequate By: 26.0%:.Controlling Factor:Moment of Inertia/Depth Required 8.56 In ' SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Dia rams 4000 3321 Itis @ 0 ft 2000 h' r: ^S ea Ibs 0 -2000 ro 4000• '. -3321 Ibs @ 10 ft 9000 1 ft-lbs @ 5 ft 4500 . - Moment , (ft-lb) 0 -4500 -9000 R .0.5 Deflection _. (in),0 0.25 0.5 [-1-0.407in@5.1ft �. Center Span' = 10.25 ft Controlling Load Cases: Shear: Critical shear created by combining all'dead loads.and live loads on span(s)2 _ Moment: Critical moment created by combining all dead loads and live loads on span(s)2' Deflection:Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM A B r. Center Span = 10.25 ft Reactions { y ' Live Load Dead Load .Total'Load Uplift Load A 1640 Lb 1681 Lb 3321 Lb ... • 0 Lb B 1640 Lb .. 1681 Lb 3321 Lb 0 Lb Center Span ` APPRO17ED Uniform Loading PFS,CORP Live Load ,Dead Load Self Weight Total Load W 320 Plf 320 Plf 8 Plf 648 Plf SEP. 2 12007 APPROVAL LIMITED TO FACTORY BUILT PORTION Multi-Loaded Beam[2006 International Residential Code(05 NDS)1 Ver: 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on:09-19-2007 : 08:53:32 AM Project: 07-093M= Location: RCB2(W=TRUSS CC531901) Summary: (2) 1.5 IN x 14.0 IN x 15.5 FT /Ganq Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Section Adequate By: 25.5% Controllinq Factor: Moment of Inertia/Depth Required 12.98 In ' Laminations are to be fully.connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center 0.31 IN. Live Load: LLD-Center= 0.30 IN U614 Total Load: TLD-Center 0.62 IN = U301 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2480 LB Dead Load: DL-Rxn-A= 2575 LB Total Load: TL-Rxn-A= 5055 LB Bearinq Length Required (Beam only, support capacity not checked): BL-A 1.65 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 2480 LB Dead Load: DL-Rxn-B= 2575 LB Total Load: TL-Rxn-B= 5055 LB Bearing Length.Required (Beam only, support capacity not checked): BL-B= 1.65 IN Beam Data: Center Span Length: L2= 15.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam:. Lu2-Bottom= 15.5 FT Live Load Duration Factor: Cd 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 320 PLF Dead Load: wD-2= 320 PLF Beam Self Weight: BSW= 12 PLF Total Load: wT-2= 652 PLF Properties For: Gang Lam-2950 Fb-2E Custom-Louisiana_ Pacific--Custom Bending Stress: Fb= 2950 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc—perp= 1020 PSI Adjusted Properties Fb'(Tension): Fb'= 3319 PSI Adjustment Factors: Cd=1.15 CF=0.98 Fv': Fv'= 334 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 19588 FT-LB 7.75 Ft from left support of span 2 (Center Span) ' Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 4347 LB At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 70.83 IN3 S= 98.00 IN3 Area(Shear): Areq= 19.55 IN2 A= 42.00 IN2 Moment of Inertia (Deflection): Ireq= 546.41 IN4 1= 686.00 IN4 APPROVED PFS CORP SEP 2 1 2007 APPROVAL LIMITED TO FACTORY BUILT PORTION Multi-Loaded Beam[2006 International.Residential Code(05 NDS)]Ver: 7.01.12 By: Matt Ross, Penn Lyon Homes Corporation on: 09-19-2007 Project: 07-093M- Location: RCB2(W=,TRUSS CC531901) Summary: (2) 1.5 IN x 14.0 IN x 15.5 FT /Gang Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Section Adequate By: 25.5% Controlling Factor: Moment of Inertia/Depth Required 12.98 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 6000 . 5055 Ibs @ 0 ft p R 3000 Shear (Ibs) 0 -3000 -6000 -5055 Ibs @ 16 ft 20000 .- 19 -bs 8 ft 10000 Moment' (ft-Ib) 0 -10000 -20000 -0.T x_ —0.35. • . . Deflection (in) 0 0.35 0.7 0.617 in @ 7.8 ft Center Span = 15.5 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads`and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM A B Center Span.= 15.5 ft 3 s Reactions + Live Load Dead Load .'Total Load 'Uplift Load A, 2480 Lb- 2575:Lb 5055 Lb . 0 Lb 2480 Lb 2575 Lb 5055 Lb 0 Lb Y , Center Span., APPROVED PFS:CORP Uniform Loading Live Load Dead Load Self Weight Total Load SEP Z 2UDl 777t W , 320 Plf 320 Plf 12 Plf 652 Plf . APPROVAL LIMITED TO FACTORY BUILT PORTION 'ri. - Multi-Loaded Beam[2006 International Residential Code (05 NDS)1 Ver. 7.01.12 By: Matt Ross, Penn Lyon Homes Corporation on:09-19-2007 : 08:53:34 AM Proiect: 07-093M-Location: RCB3(W=TRUSS CC531901) Summary: (2) 1.5 IN x 9.25 IN x 7.25 FT /Gang Lam-2950 Fb-2E Custom-Louisiana Pacific--,Custom Section Adequate By: 10.9% Controlling Factor: Section Modulus/Depth Required 8.78 In "Laminations are to be fully connected to provide uniform transfer of loads.to all members Center Span Deflections: Dead Load: DLD-Center— 0.12 IN Live Load: LLD-Center— 0.11 IN = U763 Total Load: TLD-Center— 0.23 IN = U374 Center Span Left End Reactions (Support A): - Live Load: LL-Rxn-A= 2520 LB Dead Load: DL-Rxn-A= 2615 LB Total Load: TL-Rxn-A=. 5136 LB Bearing Length Required (Beam only, support capacity not checked):. BL-A= 1.68 IN Center Span Right End Reactions (Support B) Live Load LL-Rxn-B= 1751 LB Dead Load: DL-Rxn-B= 1816 LB Total Load: TL-Rxn-B= 3567 LB Bearing Length Required (Beam only, support capacity not checked): BL-B=. 1.17 IN Beam Data: Center Span Length: L2= 7.25 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 7.25 FT Live Load Duration.Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: L/ 240 Center Span Loading: Uniform Load: Live Load: wL-2= 247 PLF Dead Load: wD-2= 248 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-2= 503 PLF Point Load 1 Live Load:. PL1-2= 2480 LB Dead Load: PD1-2= 2575 LB Location (From left end of span): X1-2= 2.5 FT Properties For: Gang Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Bending.Stress: Fb= 2950 PSI Shear Stress:. Fv= 290 PSI Modulus of Elasticity: E= 2000000 -PSI Stress Perpendicular to Grain: Fc_perp= 1020 PSI Adjusted Properties Fb'(Tension): Fb'= 3492 PSI Adjustment Factors: Cd=1.15 CF=1:03' Fv': Fv'= 334 PSI Adiustment Factors.- Cd=1.15 Design Requirements: Controlling Moment: M= ,11222 FT-LB 2.538 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear. V= 4771 LB At a distance d from left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 38.56 IN3 S= 42.78 IN3 Area (Shear): Areq= 21.46 IN2 A= 27.75 IN2 Moment of Inertia(Deflection): Ireq= 126.86 IN4 I= 197.86 IN4 APPROVED PFS CORP SEP 21 2007 APPROVAL LIMITED TO - FACTORY BUILT PORTION ` Multi-Loaded Beam[2006 International Residential Code (05 NDS)]Ver: 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on:09-19-2007 Project: 07-093M- Location: RCB3(W=TRUSS CC531901) Summary: (2) 1.5 IN x 9.25.IN x 7.25 FT /Gang Lam-2950 Fb-2E Custom Louisiana Pacific=-Custom Section Adequate By-..10.9% •Controlling Factor:Section Modulus/Depth Required 8.78 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 6000 5136 Ibs @ 0 ft 3000 Shear. (Ibs) 0 -3000 -6000 -3567 Ibs @ 7 ft 20000 11222 ft-Ibs @ 3 ft 10000 Moment (ft-Ib) 0 10000 -20000 -0.3 -0.15 Deflection; (in) 0 0.15 0.3 0.232 in @ 3.4 ft Center.Span =7.25 ft,. Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection.created by combining all dead loads and live loads on span(s)2 ;LOADING DIAGRAM P1 . A B Center Span =7.25 ft Reactions. Live Load Dead Load Total Load Uplift Load APPROVED A 2520 Lb 2615 Lb 5136 Lb 0 Lb PFS COMP B 1751 Lb 1816 Lb 3567 Lb 0 Lb Center Span SEP 2 1 2007 APPROVAL LIMITED TO FACTORY BUILT PORTION Page..2 Uniform Loading Live Load Dead Load Self Weight Total Load . W 247 Plf 248 Plf 8 Plf 503 Plf Point Loading Live Load Dead Load Location P1 2480 Lb 2575 Lb 2.5 Ft i APPROVED PFS CORP SEP 2 1 2007 APPROVAL LIMITED TO FACTORY BUILT PORTION Multi-Loaded Beam(2006 International Residential Code (05 NDS)1 Vera 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on:09-19-2007 :08:53:36 AM Proiect:"07-093M-Location: RCB4(W=TRUSS CC531901) Summary: (2) 1.5 IN x 9.25 IN x 10.5 FT /Ganq Lam-2950 Fb 2E Custom Louisiana Pacific--Custom Section Adequate By: 51.0% Controllinq Factor: Moment of Inertia/Depth Required 8.06 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: _ DLD-Center__ 0.18 IN Live Load: LLD-Center— 0.17 IN=U738 Total Load: TLD-Center 0.35 IN =U362 Center Span Left End Reactions (Support A): Live"Load: LL-Rxn-A= 1297 LB Dead Load: DL-Rxn-A 1344 , LB Total Load: TL-Rxn-A= 2641 LB Bearinq Length Required (Beam only, support capacity not checked): BL-A 0.86 { IN Center.Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1297 LB Dead Load: DL-Rxn-B= :- 1344 LB Total Load: TL-Rxn-B= 2641. LB Bearing Length Required(Beam only, support capacity not checked): BL-B= '0.86 IN Beam Data: Center Span Length: L2= ' 10.5 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT. Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom 10.5 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: ,U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 247 PLF Dead Load: wD-2= - 248 PLF Beam Self Weight:. BSW= 8 PLF Total Load: wT-2= 503 PLF Properties For: Ganq Lam-2950 Fb-2E Custom-Louisiana Pacific'--Custom Bending Stress: Fb= 2950 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity` E=1 2000000 PSI Stress Perpendicular to Grain: Fc_perp 1020 PSI'. . Adjusted Properties Fb'(Tension): Fb'= 3492 PSI Adjustment Factors:Cd=1.15 CF=1.03' Fv': Fv'= 334 " PSI, Adiustment Factors: Cd=1.15 Design Requirements: Controllinq Moment:" M=- 6933 FT-LB 5.25 Ft from left support"of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V 2271 LB At a distanced from left supporLof span 2 (Center Span) , Critical shear created by combining all dead loads and.live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 23.83 IN3 r- S= 42.78 IN3 Area (Shear): Areq= 10.22 IN2 A 27.75 IN2 Moment of Inertia (Deflection): Ireq= .131.02 IN4 1= 197.86 1N4 APPROVED PFS CORP SEP 2 1 2007 APPROVAL LIMITEID TO FACTORY BUILT PORTION ti Multi-Loaded Beam[2006 International Residential Code(05 NDS)]Ver: 7.01.12 By: Matt Ross, Penn Lyon Homes Corporation on: 09-19-2007 Project: 07-093M-Location: RCB4(W=TRUSS CC531901) . Summary: (2) 1.5 IN x 9.25 IN x 10.5 FT /Gang Lam-2950 Fb_2E Custom-Louisiana Pacific--Custom ` Section Adequate By: 51.0% Controlling Factor: Moment of Inertia/Depth Required 8.06 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 3000 2641 Ibs @ 0 ft 1500 Shear (Ibs) 0 -1500 -3000 -2641 Ibs @ 10 ft 7000 - 5 5 ft 3500 .- Moment (ft_Ib) 0 -3500 -7000 -0.4. -0.2 Deflection (in) 0 0.2 0.4- 0.348 in @ 5.2 ft Center Span 10.5 ft Controlling Load Cases: Shear: Critical shear created by combining'all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM A B Center Span = 10.5 ft Reactions _Live Load Dead Load Total Load Uplift Load A 1297 Lb 1344 Lb 2641 Lb 0 Lb B 1297 Lb 1344 Lb 2641 Lb 0 Lb Center Span Uniform Loading APPROVED Live Load Dead Load Self Weight Total Load PFS CORP W 247 Plf 248 Plf 8 Plf 503 Plf SEP 2 12007 APPROVAL LIMITED TO FACTORY BUILT PORTION Project:07-082 Description:MAIN HOUSE Name:MWR Date:9/19/2007 TRUSS LOAD - 321 321 MATE WALL SELF LOAD - - 20 PSF 1 ST FLOOR WALL LOAD - ❑ -1 60 ROOF DEAD LOAD - 17 PSF 2ND FLOOR WALL LOAD ❑ 160 FLOOR AND CEILING SYSTEM 20 - PSF - 2ND FLOOR LOAD - 360 0 FLOOR ONLY 10 PSF 1 ST FLOOR LOAD 480 -0 GROUND STORY LIVE LOAD 40 PSF FLOOR/CEILING SYSTEM FLOOR 1 ❑ 120 >1 ST STORY LIVE,LOAD 30 - PSF FLOOR/CEILING SYSTEM FLOOR 2' 0, 240 IGEN ERALTEO METRV VALU'.ES, _ " . TRUSS SPACING 1.33 LIVE AND DEAD LOADING 1 161 1 001 MODULE WIDTH EXTERIOR SIDE 12 TOTAL LOAD MODULE WIDTH INTERIOR SIDE 12 TRUSS HEIGHT 4.0 FT Y2L]OF SYSTEM LOIa'D7Nii, _ _ .. - TRUSS LOAD 237 237 TOP CHORD LIVE LOAD - 20 LBS LABEL - O 0 TOP CHORD DEAD LOAD 10 LBS 1 ST FLOOR WALL LOAD 0 SO BOTTOM CHORD LIVE LOAD 0 LBS 2ND FLOOR WALL LOAD 0 BO BOTTOM CHORD DEAD LOAD 1❑ LBS 2ND FLOOR LOAD 1 BO O 1 ST FLOOR LOAD 240 ❑ T:"'RUSS REACTIONS:' _ FLOOR/CEILING SYSTEM FLOOR 1 ❑ 60 TO CENTERLINE 653 LBS FLOOR/CEILING SYSTEM FLOOR 2 ❑ 120 To PERIMETER 530 LBS LOafllltg('+.Or1C�lUOriS;:, ;e ............................. x _ LIVE AND DEAD LOADING 657 577 - Truss Loading Single Rxn TOTAL LOAD 1 234 " 1st Floor Wall Loading Full Wall 8'Ceilings1a� B.Jr'Ceilings TRUSS LOAD 20 1 1 9'Ceilings SABEL ❑ 20 i ST FLOOR WALL LOAD O BO 5-7 2nd Floor(2 Story) 8'Ceiling 2ND FLOOR WALL LOAD ❑ BO 2ND FLOOR LOAD - 20 ❑ J-Transverse Truss Longitudinal 1 ST FLOOR LOAD 27 ❑ FLOOR/CEILING SYSTEM FLOOR 1 0 7 FLOOR/CEILING SYSTEM FLOOR 2 0. 1 3 LIVE AND DEAD LOADING 67 - 211 TOTAL LOAD 27B APPROVED PFS CORP SEP 2 12007 APPROVAL LIMITED TO FACTORY BUILT PORTION 3 . Project:07-082 Description:MAIN HOUSE Name:MWR Date:9/19/2007 ' , _..": �aEw wx load ._=,Bn 5itlellifll�loatlmgl3reakdo�tutr .x Mate Wall Self Load 20 psf Live LD I Dead LD I Total LD I Roof Dead Load 17 psf 657 1 577 1234 Floor and Ceiling System 20 psf Floor Only 10 psf lncilj(ja11t_o ding Br ealtiavrn �, ,4 ground story live load 40 psf Live LD( I Dead LD I Total LD(pl >1st story live load 30 psf 67 1 211 1 278 77,7 O O 7 'W? 7 oqq *.sr pp O WED 7 EnferTr�btrtayrsfaces Belo 6.0' 6.0' 5 k Tnbutary Dgistance A 0Y t ; Y 1 423V. 4 Jbs 43 �691bs 5472 Ibs 4679 Ibs 10151 Ibs Tributary Distance B 2 6 Tributary Distance A=2.6' 2 2477 Ibs. 619 Ibs. 3096 Ibs. Tributary Distance B=2.6' Tributary Distance�A� 2 6 rh < GrV. Y 3 4234 Ibs 4369Ibs 7794 IDS. ' 6680,Ibs ` 14474Ibs Tributary Distance B 2 0 t ,k d Tributary Distance A=2.0' :`: : `. :` '. 4 4643 Ibs. 4003 Ibs. 8645 Ibs. Tributary Distance B=2.0' : : : :'. ;:: ' Tributary Distance A 2 0p h ' 5' 5O40 Ibs ,5230 lbs 9003 Ibs ' 7647Ibs ' z 16645 Ibs Tributary Distance'B 3 4 , 1 „ a { y. Tributary Distance A=3.4' . + 6 3502lbs. 3632lbs. 77691bs. 5667lbs. 13436lbs. Tributary Distance B=3:1' Tnbutary;Distance^ 31 4549Ibs ,� 2816'Ibs 7364Ibs Tnbutary Distance Tributary Distance A=2.3' ..... . 8 2480Ibs. 25751bs. 4404Ibs. 3766Ibs. 8169Ibs. Tributary Distance B=.0' . . ` Tnbutary Distance A 0 r r x Tnbutary Distance B 0 :£ Tributary Distance A= 0' `.. . - Ibs. Ibs. Ibs. Tributary Distance B=.0' Tnbutary Distance A 0x i Ibs Ibsjn Ibs Tributary' Distance B 0 Tributary Distance A=.0' ,Ibs. P FS P R'I) ��� Ibs. ® Tributary Distance B=.0' :::.:::.::::.:::::::: `. ,: :: SCD 2 1 2007 APPROVAL LIMITED TO FACTORY BUILT PORTION Job - Truss Tru11 Type ID Design.,CDDty .. •JPIY 'PENN LYON 43610 CC531901 HINGED ATTIC 1 1 PAGE 1 OF universal Forest Products Inc..Grand Rapids,MI 49526 .. I 6.0-0 1 12-0.0 1 24-0-0 5.500 a Dec 14 2006 MfTek Industries,Inc•Fri Sep 14 08:00:43 2007 Page 1 Pre•Fab Collar Tie(one face) 8-0-0 r &0.0 '12-0-0 .Attach with 2 rows of nals spaced 3•We" t' - Nails shall be 0.131•dia.x 3'long, 0-p,0 - Fyb=100,000 psi conforming to �"' li 2x4 It 3.88 12 ASTM Standard F1667 - �HP18 �i ,Y 7 - - 5x10= Dot he N f>Ua Mara rD!iP?Joiners)t,.y^ 16 4x4 m OF Mass v%o ,,.Z n.n arc:rule,s ° x10 -, 4 e f �y 9�G. ....� 6 14 W5 9 'T P,�E Q. Jyy0,9 O=� 8g���(���pt��. (!' BEH18E 5 10 t� Nf. FR I TEr.��/ rt`� I 5.0.5 I 12.00 12 4 I . O P711 C- '- ^,y 3 v. 4x4= 2x4 II - .4x4 1 43 CML �' a4-0 - so-0 w . 0EH16D I I UJf7F1 f1UFACTI1Rr.R MUST ITJ6T411.(1)r`ST _ - 5Ue G JIIb17 0407 for P SItAf SOti Za}:tF.R mCfsh AT JOHJTIfi?B 3 '�/� p,4' t9ock-panatl:m tY._ 1 5-10-0 - OFESSION 1 5CC 14'ON ST'RC(JI-TIETEC14NIC:AL BULLETIN `F\ 2BULL F 90 P.7 F'OR ACC,01TA6:E TYFCS P Sin C)N ECTIONS ANC)FARTeNCR SFIICIFiCAT10N3. Fj6x812- 0-1-8 6-0.0 1 ...11-10-0 Ii - 24-0.0 - . i - - 0-1-8 5-10.6 5-10.0 12-2-0 Plate Onsets X 1:47.8 0.0.12 2:0.0-11 0-0-0 3:5-3.15 5A1 5:0-J.J5 .0-0-51.6:0.1-14 D.1.8 I SPACING:2-0.0 SPACING:1.4-0 SPACING:1-0-0 - - _ LOADING(psQ LOADING(psQ _ - LOADING(psQ SPACING. 2.0.0 CS DEFL In (10c) Well Ud PLATES GRIP j TCLL 20'0" TCLL 30.0" TCLL 40.0^ Plates Increase 1.15 TC 0.90 Vert(LL)`"0.42 13 1331 240 MT20 1871144' (Ground S1,30.0) (Ground Snow=45.0) .(Ground Snovm--60.0) Lumber increase 1.15 SC 0.99 Vert(TL) -0.39 13 >358 180 Mills - 141/138 TCOL 10.0 TCDL 15.0 - TCOL 20.0 Rep Stress Ina YES - WS 0,68 Hom(TL) -OAS 14 Na- IV BCLL 0.0 BCLL -0.0 BCLL 0.0 Cade ISC2000rrP12002 "(Matrix) � - Weight 1221b BCDL 10.0 BCDL 15.0 SCOL 2f1.(1 - - - - LUMBER FORCES(lb)-Maximum CompressioNMaximum Tension 7 This truss has been designed as - TOP CHORD 2 X 4 SPF NO2'Except' - - ) g per IBC Sect.tom chord Load adduction,far multiple live loads. TOP CHORD 8)This Truss has been designed(ore 10.0 psf bottom chord live load aroncencumenl with any other live T1 2 X 10 LSL Truss Grade,T2 2 X 6 SPF Not - 1-2 = -480/335 2.3 = -6661418 34 1351359 - bads. BOT CHORD 2 X 4 SPF Not'Except' - - 4.5 = -611368 5.6 = -113/350 6.15 _ •761352 9)All plates are MT20 plates unless otherwise indicated. - - - B1 2 X 10 SPF No.2 - - 7_iS -0/362 7.16 = 01269- 6.18 = .93/262 - 10)See BEH18 DETAILS for plate placement WEBS 2 X 4 SPF Not•Except' 8.9. _ -1449/113.1 11)Provisions must be made to prevent lateral movement of hinged member(s)during transportation.- W7 2 X 3 SPF Stud,W3 2 X 6 SPF No.2,W2 2 X 8 SPF No.2 BOT CHORD - 12)See DHP18 DETAILS for plate placement(DHP18 Patent Pending). - - BRACING 10.1 TOP CHORD 1 1 = -102511343 9-10 _ 4026M,13. 1-13 _ -6/4 .13)All additional member connections shall be provided by others for forces as Indicated. 2-I S = 010 14)'This truss has been designed for alive load of 20-Cpsf on the bottom chord in all areas where a SWcural wood sheathing directly applied or2-2.0 oc pudins. WEBS - - rectangle 3-6-0 tag by 2-0-0 wide will fit between the bottom chord and any other members. calling directly applied. - ROT CHORD - 3-13 -384/839 5-14 = -1320 7-11 = -293192 Rigid8.10 0@84 e-11 15)Provide mechanical mnnecgon(bY Mhers)of truss to bearing plate capable ofwllhslardlnp 2001b uplift WEB 1 _ - = = •1402/1060 - at joint 1,223lb uplift atjoird 11.429 lb uplift at Joint 9,439 lb uplift aljoint 12 and 2271b uplift aljoint 14. WEBS w REQUIRED FIELD JOINT CONNECTIONS - 16)WA - i Raw al midpt B•11 - -Maximum Compression(Iby Maximum Tension(lb)/Maximum Shear eb)1 Maximum Moment(lb-In) W)This busa Is designed In accordance with the 2006 International Building Code section 2308.1 and REACTIONS (INslze) 4=9 013 5 9/2 0 3/Q949,6=1 l/20258/9024,7=0/363/335/0,13=S84/839/OfO referenced standard ANSVTPI 1. - - - - .. IS)N/A - 1 = 497/0-3-8 NOTES (20.24) - 19)In the LOAD CASE(S)section,bads applied to the face of the truss are noted as front(F)or back(B).- 11 = 51910 1)Wind:ASCE 7-05;120mph @24in o.a;h=30ft;TCDL=J.Opst BCDL=3.Ops f Category II;Exp C; 201,This.L•Nes has been designed in accofdarim 1Mh the 2005 IBC Svc 2303.4.•2,6006 IRC See,802,10 2 i 9 = 429/0-3-8 enclosed;MWFRS gable end zone and C-C Exterior(2)zone:Lumber DOL=1.60 plate grip DOL=1.33. 21)This trues has boon rlvalgned to meet the 2.00 31BC Section 2308.10 7.1;2003 IRC R802.10.2 12 = 50810.3.8 - This truss Is designed for C-C for members and forces,and for MWFRS for reactions specified. 22.)This colas 1193 been doalgned to"at 2032 BCNYS sec 2303.4(Building Code t•.f Nevr York state). 14 = 123/43-8 2)Wind:ASCE 7-05;147mph @16in o.e.;h=30g;TCDL=4.5psf;BCDL=4.5psf,Category II;Exp C; 73)This.titms hus boen designed to meL 2OD2 BCNYS R802.10.2 kRmidnndal C.do of Ndvr ynrksta-0). enclosed;MWFRS gable end and PC Exterior(2)zone;Lumber DOL=1.60 plate grip DOL--1.33.This 24)'Take prmaulion 1.keen Ill.chords In plane,any banding of hAutirlg of the hingu plate must be repatmd t = 756(LC 9) Wss is designed for C-C for members and forces,and for MWFRS for reactions specified. before the)wilding is part 440 survive. - Max Uplift 3)Wind:ASCE 7-05;150mph @121n o.a;h=30ft;TCDL=6.Opsf;BCDL=6.Opsf;Category 11;Exp C; 1 = -200(LC 6) enclosed;MWFRS gable end and C-C Exledor(2)zone;Lumber DOL=1.60 plate gdp DOL=1.33.This n b 9 = •229(LC 9) truss is designed far C-C for members and forces,and for MWFRS for reactions specified. y b 1 429(LC 8) 4)"TCLL:ASCE 7-05;Pg=30.0 psf(ground snow);Ps=varies(min,mof snow=20.0 psQ see load cases; 12 439(LC 9) - Category II;Exp C;Partially Exp.;C1=1.1 Max _ °w -2270.0 9) _ 5)Roof design snow load has been reduced to account for slope. - - - LC C �� l� r 6)Unbalanced snow loads have been considered for this design. - - - 1 -D= 662(LC 19) ® WARNING-Verify design parameters and READ NOTES UnNam•I F.rmlPreduem.Ind. 2ee1 EAST ap1TLINE SO,NE (� 11 t�1 683(LC 20) - TM WIft PHONE(616}3&16161 FA%(BiB)365GOW GNgND agPIDS,MI a r 9 ^)= L?f 630(LC 20) - - - v�npenenl N,.eMye.,nae•gnaa rose lo•4.r,eme onmN ar...mv.0en.uval,n.nd wenv reFw.nm.,wtb.•n een.Mar d.,a.lwmt.r ry rdpen>tNe 12 = [A'/-� 660 Cis Iprpl4ne m•tlhodnnd•ytemde•Ip0.eulld..... naNlpee,ern leaned vntler wdbn Z.e el IDH•2402 Tula dugnb buMonqupenperom.l•o.hewq andblar I C�w1 N 14 -r= ` _O 17v(LC19j anWNW-0bv41719wnpen.nlm III lmWedand Wood.sdo,py.Mpalaw o(dngnp,runelenamFt, WonoroWnorcomponeatblesp WityofbmMLry j d„Ion•r-netw••d.,gmr.er.elnp,np„n b I,,t ,.l p,rl,rtn d .h-b-a..".AOM-11-4 l.roper.ryerem,vmin.m..l.enh dnmv wmww.n H �' OC bTermpemmpyerde•n er.AddWeWpemun,mEetlryerN.e•r•p•wmr.lord.ra•pemhppyerMebupdnpde,gn,..F.rp•nenlpNdeneenp.Mp 11rr..rr,4(p from WealT Coundl oft Anmedu bade dnteryd+rLN,Medbanco,WIMileer JAo.roeaWt•kevppVamp%I6jWIp.rye (DIPWpnl Z4eTby..U.N.nel F.rwlPmdueb.incbls yy 0. 00 - , y ! i 1 Job Truss nsp ypa.. DIy PlyFENN LYON _ 43610 . CC531901 HINGED ATTIC 1 1 PAGE OF Desi nor CDO Unbersal Forest Products Inc.,Grand Rapids, 148525 - 6.500 a Dec 14 2000 MfTpk IndeslrleS,Ina Fri Sep 14 0E:00:43 2007 Pege 1 j1F u1J , `1on,uCON J+'J+J, W Fib PP7 Q FgrcG� �,JsN�216p yZ ^yP�a pl. FgFp2 STRUCTURALI ZZ 9d� �,21155`O �w 730dAl Fssf ENS NO` . FS fOk OE - J, NM +J +�d 0NWEq4� d�c5` XEmsrEaED �O �Fb 4so�y �U PROFESSIONAL �`: .y KEVIN w: . m. i FREEMAN KEV.IN.W..FREEMAN; ioaso - PEt154591 E NA��G`j `y'y4 S Y L.v)!P'J�p. '4+Jill ! rLTH� ,,1n1,OF.11MAq J - rrr t16A H OF!'r .CE Y7 Fq'., I* .. -02 .KEVIN W. FREEMAN � y:. tprc? No..03451.6 d�F Yo 2563` .�0 m '•�i ss/ N�'o° �ir90A, ���`r• +�J+oun i,E3�p, • r,r• these dowmenfs weae prepared or approved by me,and that I am a duly licensed professional engineer under the laws of the State of Marytand, License No.25531,Expiration Date.1012012008. ro: , AWARNING•Verify design parameters and READ NOTES UnNmd Faml PredueY.Mv.• teal EASTBELMINE AD.NE V� PRONE(616)aS49181 FA%(5781385008) GRAND RAPIDS,MIS (.�.pp� 1� Tbb bWldlnp evmpamn,hu poly been dwipmdfor q,bode mbd en Ub dnMnp.Wn,truelbn end Pfenp force,hove ml been oon,M,M.Th.bWXerbrupenvlblo 1,, u1�1 - - fvr 9Nnp rlwNoda and rylYm daelpn.Bulldar nppemR011be en da6ned undo eac0on 29 of Tp118002 Thb dulpnbbuetl pnryuppn peYmilen abexn,endbler R]�V1 _ nIr-RI-I b,"mmpvnml b M test—e nd boded vanber App0mbW.f design pemnebn prW V—hlsvlPpnYrnvlevmponeni b rolpp Ulryplb.MW derlpmr- 1 byre de,Iamr.Brednp ehw b Nr W—I—pp,!of lnd ,,Ir bmem ,mtr.Addle-ClW—,Ir b,e,g 1e 61—UtrNry dvdre..1—fen C ^� �► bpurapembAIV.1dn,roeb.Addilbn,Ipmumnl bndnp pf the o 11---bel,r„pvnsW"I Me WU&rp de,lpner.Fpr prn,ml puM,nu npeNlnp bbNk ssurymnlml,,brepe,delivery,eramvn,ndb.drg.mmull SMI 1.3 from Weed Tru,s U,u efAmedv end Truvv PYY InreNY Rve —rd,lloe mPebb. ~ - Iran Weed`r-0-n 01Amrdn A30G Enbmd,e LN,M,dbon,W10719 J:bvppaMdlYheuppUempYY,Wfp.qa(�,pmipM 300r by.UnNennl Fersrl Prvduvb,Im. H C7 y Z� r AS J�l AN x M g O� v s x � u W r p Q t m ob �_ Y A. m u r �r= P4. A = i3 DOMES CORPORATION E it I } ' s k w ,+ r:rr44 he ?� _ M t,. � _. �• ,.... tom-> =' #�-�.. ' �. �' +fim� '�. vt r `n aka 'par d fl(p 4te g ooRR-ep throulgh construction and finishin 0 Ab M4 Sat RN 1 A :f� P E N N LYON HOMES C O R P O RAT I O N® r MODULARS1.77-jJl' t�jlil)l� tyt 1 Table Of Contents Site Preparations and Site Directions Page 3 On-Site Acceptance of House Delivery Page 7 Site Erection Overview Page 7 Company Set Crew Responsibilities Page 11 Cantilever Options Page 14 Chimney Details Page 15-16 Collar Ties & Lateral Bridging Page 17 Dormers / Roof Tie-In Panels Page 18 Folding Overhang & Gable Endwalis Page 19 Panelized Garage Page 20-21 Rafter Gusset Plates Page 22 Kneewalls - Rafter/Truss Page 23 Perimeter fastening Page 24 Roof Panels - Drop-in Ridge Cap/Top Flip Page 25 Vaulted Rafter Page 26 Wind Column Page 27 Fastening Schedule Page 28 Straps, Tie-downs Page 29 Builder Responsibilities for Finishing Modular (Typical) Page 30 _r Penn Lyon Homes Corporation©2003 Page 1 P E N . N LYON HOMES C O R P O RAT I O N® AAAFOO MODULAR S147-Up SITE PREPARATION AND SITE DIRECTIONS TERRAIN PREPARATION BEFORE DELIVERY It is the builder's task to prepare the site to receive the modular structure, to contract crane service and to provide an area from which the crane can work. To follow is a list of requirements for establishing a proper site, but are not limited to the criteria noted. Difficult sites may require additional preparation. Consult with Penn Lyon Home's Transportation Manager, if any questions arise. SITE PREPARATION The site should be cleared of all obstructions (boulders, trees, power lines, etc.,)which may affect the ability of the tractor trailer/transporter or crane to have access to and maneuver around the foundation location. A. Inspect the route of travel from the nearest town to the site. Minimum and maximum clearances to allow for transport of structure are: 1. Road width: 15'-0" min. 2. Overhead clearance: 14'-0" min. 3. Power line clearance: 15'-0" min. 4. Carrier axle clearance: 14" max. 5. Slope on access ways: 12" in 20' max. 6. Bridge weight limit: 15-ton min. 7.Approaches to exits, bridges and underpasses must be long and wide enough to accommodate a 75' tractor trailer/transporter. Again, if there is any doubt about the adequacy of the site route, contact the company's transportation manager for assistance. The company will work with the builder and local traffic control officials to resolve any difficulties with travel requirements. The builders' cooperation is requested in routing the homes to final destination as a requirement of the permits. NOTE: More heavily populated areas may require special traffic control allowances (such as staging areas, traffic officer control, parking bans,etc.,). All costs for special travel accommodations of the tractor trailer/transporter and crane will be borne by the builder. B. The site should have two 30' x 60' areas cleared for use by the crane and transporter with reasonable access to these areas from the road. The driveway should be level to avoid costly repairs to the home on delivery. Site should have two areas adjacent { to one another with one area having its dimensions abutting the foundation wall. The 1 area against the foundation supports the crane and should be reasonably level with s undisturbed soil or well-compacted fill. P l • Penn Lyon Homes Corporation©2003 Page 3 PENN LYON HOMES C O R P O RAT I O N® ill 0 1)I J L A R S EAT-I J P CI'I J 11)E' OORAF 0 D D 0 i B 0 00 0 �Io inn , o • �= oI A A - Carrier height .Minimum 30" B - Overhead clearance Minimum 14' C - Powerline clearance Minimum 15' 1 a j O ' O 00 ,OlO H j Of Q♦ " Max. slope to access HIL or 12"120Ft. Page 4 Penn Lyon Homes Corporation©2003 CD y O N CD O CO CD � CD 2 C Q rt r O C O C2 Q = 0 C O O. 0 p Q O N C Z !L _ a o 3 c c � Q w 3 °o n =F O to CD � % � p CD Q -, = O O CD O CD 0) n CD 0 � m v =r 3. � = A rvw � o c'`n o °c Zr 0 M CD O rt O rt O C� CD (7 N o Amk g. � CD m o CD = o °: OLCD =r CD v a < � -ti CL �� DQ Cg C-007FM3 � mCDC � CD a CD :3 �� O . CD m CD c c v, n CD x Z o O =r � 0 � 0 O O m c� �. Q Q o ' O Q 3 m o can o zp v m m �' `� cn -0 CD m mCD _0 m 3m ° c r' O O o O m _ v, O -� �- 3 ►� x ° �, _�. � 3 o Q Ova' -I 3 c °-0 v < �_ m CD Cr3 5' c 3 CD �O � ° 00 . 0Ln. mD � 3 � a CD 0 3CC �- °oc• v_ a) 11 -a can m ° '°-� _ ° 3 Q O m cn CD CD 6 tD c, cn" O N � 3 ' CD m rI CD O 0 � cn o (D cn ° E. a n �' ° O C 1 c(n n c_ CD CD Ln. a0 Cr ° c' c" � CD cn � CD � � CD w CL n Q- IV Q- rt �, CD O O 0.a cn COD O Cr c 0 Q n 3 Access Road to Site O CD CD =3O c p o c 3 0 3 coin cn n Q- O v (p m3 Cr CD CD M. ° mo c � O tv d c f can Q 0 m a m 0 o ° o v r =r 0 C: t U) 0 0 00 o v rt s o C) Q CD 0 OEM c O O n O O CD O CD D c- CD o ° cn -a c CD0 � .� � � � o c �CD 3 Cr 0 ° � 0 0 - � � CD m 0 CD c�n' 0 =rph 0 ° O CD tow — � Cr c cn O O 0 rt tD � O fn p � c r 0� � v cn 0 ( O CD Q CD O N - O cn CD 0 CD (a m � � 'C N" Cn CD O O O O tA O C < 0, ' �D N CD CD w O .+ O c� m (n 3 �' (n rt r mCD T y Cri Q O 0 NO N 0 CND � O P E N N L Y O N H O M E S C O R P O R A T I O N® NODULAR SET , UP CRJI DE' fffff A Iff, E Typical Placement Of Crane At Foundation Module"A" Foundation --- ------------------------------------------------ -- ,y31 _ O ------ ----------- 90° Module"A" ell Module"A" Foundation i i i i 90° -------------------- --- --- --------------- 00 0 - a a� c m 0 D O Page 6 Penn Lyon Homes Corporation©2003 PENN LYON H O M E . S CO RP O RAT I O N® MODULAR -SET-UP GFIJI DE SITE DIRECTIONS The builder will receive from the company a "DIRECTIONS TO DELIVERY SITE" form. This form is completed and returned with the confirmation information and provides the basic route to the site. You must take time to complete and return this form. Proper planning and details regarding site directions will again eliminate the chance of delay. It is extremely important that this form be returned immediately along with the confirmation. This will assist PLH in avoiding unnecessary permit and routing changes to the builder. Be sure that directions will accommodate the modules. ON-SITE ACCEPTANCE OF HOUSE DELIVERY 1. The builder or his/her authorized representative MUST MEET the house and drivers upon delivery at the job site. 2. The house shipping papers must be checked to assure the specifications ordered match all sections of the home delivered. 3. The builder or his/her authorized representative must inspect each home when it arrives at the site. Complete the PLH Corporation Builder Check-Out Sheet, noting any defects, ship loose r shortages, or damages. Hidden damages or shortages should be reported as soon as possible, but no more than one week after set. 4. The builder must have in hand a certified/cashier check to pay the driver, after inspection and prior to detaching from module. (Refer to Sales Agreement regarding Terms and Conditions of Sale). SITE ERECTION OVERVIEW The following information has been developed to assist our builders by providing an overview of the sequence of events and planning required to set a PENN LYON modular home. Proper planning is the key to assuring the customer of a home that will be safe and secure over the lifetime of the building. Poor planning and lack of attention to detail can cause a reoccurrence of any number of problems for the homeowner and must be avoided. In addition, service costs to the builder and manufacturer can be avoided. This overview is an outline which describes the site erection sequence. Here, we will discuss the minimum acceptable practices for site set up and connection. Again, consult the main text of this Set-Up Guide for answers to any questions you may have. If you find that you have additional questions, not defined by the Guide, please feel free to contact your sales representative for resolution. Penn Lyon Homes Corporation©2003 Page 7 i PENN LYON H O M E . S C O R P O RAT I O N® A7 MODULAR S1,71-UP-GUIDEA : ,n AF AFA A"ff___ — a Site Preparation: Before the modules arrive at the site, the builder must have the foundation prepared using the guidelines laid out in the typical drawings and in accordance with local codes. The sill plate must be installed and level to provide the bearing surface for our floor rails. Arrival On-site: Prior to removing the module from the carrier, the builder will check the home for any in-transit damage and document it. Shortages not so noted on packing list should be noted and phoned in to the company for resolution. Any damage not documented becomes the responsibility of the builder; PENN LYON HOMES disclaims any responsibility for damages occurring during set-up under such circumstances.n r u Lifting Cables and Spreader Bar assembly Setting The Module: To crane The only accepted method of set-up is by the use of a crane. ; Spreader bars and slings must be used to lift the modules with l the slings going the whole way around the module. (See Illustration). Lifting point shall be one fourth to one third of the length in from each end, when two slings are used. (Consult with your salesperson to determine if spreader bars and slings are provided by Set Crew or Crane.) Center Line 1. Lift points are located and holes are FIM drilled in the rail within 1/2" from bottom of double rail for lifting cables. °'umns �� 3 Module A 2. All carrier bolts and clips are removed from the floor system. They hold the module on the chassis. 3. All shipping plastic is removed from the r: marriage wall side of module making sure no nails or bolts are projecting past the wall. Do not remove the sheathing between the Foundation Wall modules if present. 4. An energy seal should be installed by the factory around the perimeter of the marriage wall. To ensure an energy-efficient seal between the modules, a foam gasket is used for this insulating process. Except for modules that are the first floor of two story units, the roof is lifted up using cables and hooks, Mating Wall Foam Insulation - avoiding splice locations of the ridge rail. Kneewalls are Installed Around Perimeter installed in their designed location and fastened as shown on the drawings. Page 8 Penn Lyon Homes Corporation©2o63 PENN LYON HOMES C O R P O R A T I O N® )7C)_7 NODIJ LAB, SET-UP GF1J1flDfl7, ,UUX71,7/7 5. The home may now be lifted onto the foundation. Cables are placed through the rail holes and up�over the chassis. The cables are tied together to complete a loop or sling with the spreader bar. Spreader bars will assure that the cables do not rub against the side of the building. If the cable comes in contact with the finish E material, place blocking between the sheathing and cable to prevent damage while lifting. 6. A rope is attached to opposing outside corners to help guide the home to its proper location. Begin lifting the module, keeping the one outside corner slightly lower than the rest. Set this module down on the foundation (low corner first), and adjust the placement of the other outside corner to be even with the foundation. Be sure that lolly columns for the basement are centered at the floor rail with steel plates Lifting Cables Drilled Through installed on top of the column. Let the home down the Perimeter Bands rest of the way until the cable slacks, check the alignment at each corner, then disconnect the cables and pull them out through the rails. f 7. The perimeter rail is nailed to the sill plate with 16d nails @ 8" O.C.All lolly columns are located per the recommended schedule and lagged to marriage wall floor rails/girders with four 3/4" x 4" lags each (one preferably into each rail). Additional columns are required under each side of marriage wall opening in excess of 52". 8. The empty carrier is moved away from the staging area and the next module is brought into place. F 9. Follow the same procedure on this module as was followed on the first. 10.Come-alongs are attached between the first module and second module to help draw them tight. The second module is drawn to the first one while the cables have a slight tension on them. The come-along is used to pull the modules as close as possible. Cable tension is released and the modules are allowed to come to total rest keeping the come-alongs tight. Usually a 5/8" gap will remain between the units. This Setting of Second Module is normal. 11. Foundation alignment is then checked and adjusted as necessary. c 12. The second module is nailed and the units are then bolted together, using 1/2" through- bolts. (Make sure floors are level to each other prior to drilling and bolting). 13. The come-alongs are removed from floor area and the rails are lagged to the lolly columns. 14. The roof system is then finished or closed, per the appropriate drawings. Penn Lyon Homes Corporation©2003 Page 9 f PENN LYON HOMES C O R P O RAT I O N® R)7. R)7A7_)10D1J LAB SEAPIT .611JIDE AFAFRAFAF 15. Shingles are applied as required to complete the roof. If applicable, the overhang is flipped down and fastened to the truss top chord and wall studs. 16. If the home is a two story, the rails of the first floor are bolted together with 1/2" bolts @ . 6' O.C. prior to lifting on second floor. 17. The third module should set on top of the first module, in the same manner as the first. Fasten the second floor rails to the first floor ceiling rails with 16d nails @ 8" O.C. 18. Place the fourth module on top of the second. Spray foam is put in place around the marriage wall perimeter for every purpose. 19. Complete connection of roof as in numbers 14 and 15. Then, finally, the gable end walls are installed at ends of roof after the roof panels are in place. Outside sheathing is installed between floors around the perimeter and home: 20. Roof center beams must be bolted together with 1/2" bolts @ 6' O.C. in height and 12" O.C. in length, staggered, after leveling the beams to each other. 21. All other finishing, touch-up, electrical and plumbing hook-ups are the builder's responsibility. 22.- All electrical systems have been factory installed with connections between modules identified for ease of connection. Local electrical contractor must complete electrical installation in accordance with local code. 23. All plumbing fixtures are stubbed out below the first floor for manifold on site. Second s floor plumbing is usually tied together to a common point or drywall is left off the first floor ceiling to facilitate access. All plumbing done on site must be in accordance with local codes. 24. After final connections are complete, the builder shall firestop all chase areas to assure a maximum of eight feet of vertical distance. If home is on a crawl space, the chase must also be insulated at bottom. Draft stopping should be applied where applicable such as tub access areas, plumbing penetrations, etc. Page 10 Penn Lyon Homes Corporation©2003 P E N N LYON HOMES C O R P O RAT I O N® .4 x MODULAR S]7,T-IJP G1JIDJ7, ,RRRRR COMPANY SET CREW RESPONSIBILITIES While it is the intent of this set-up guide to list all structure related responsibilities, for the supply of goods and services to be provided by the company, complexity of project may leave some areas undefined. Should a builder have any questions regarding the separation of responsibility for materials or service, contact the Penn Lyon Homes SERVICE MANAGER for clarification. Note: The following is typical of work performed by Penn Lyon set crews only. This same work may be contracted and completed by independent set crews hired by Penn Lyon. Typical Scope of Set Crew: 1. Directing movement of house modules from storage area near foundation for unloading under the direction of builder. 2. The set crew chief will visually inspect the foundation for defects and will measure the foundation to assure compliance with the company supplied foundation plan. Defects in the foundation such as, but not limited to the following, will be documented: a. Foundation out of level b. Foundation wall cracks c. Incorrect foundation dimension d. Foundation drop Photographs will be taken and attached to the SET CREW REPORT. (See the sample form "PLH Corporation Field Installation Sheet" on Page 13). A written description of the defects found will accompany the photographs. The builder will be asked to sign this report acknowledging the discrepancies found by the site crew chief. NOTE: If in the opinion of the set crew chief the foundation is not capable of supporting the modular structure, the set will be cancelled and all appropriate resulting expenses will be assigned to the builder. 3. Remove transportation covering and close-in materials from marriage wall and roof. 4. Inspect foam gasket around marriage wall. 5. Remove lag bolts from carrier. I 6. Open roof system (where applicable) from the traveling position. Fasten truss kneewall (where applicable) to ridge. f Penn Lyon Homes Corporation©2003 Page 11 PENN LYON HOMES CO R P O RAT I ONO 7. Builder supplied stubwall: It will be the builder's responsibility to set and brace the stubwall prior to the setting of the modular unit onto the foundation. Note that it is the responsibility of the builder to supply the labor and materials for the stubwall and bracing. NOTE: Company personnel will not perform foundation work of any kind. 8. Set the modular on the foundation and pull the units together. 9. Fold down hinged overhangs soffits. 10. Finish roofing to make weather tight- includes installation of the ridge vent. (This does not apply to structures which do not receive roof systems to be supplied or installed by the builder). 11. Install and sheath roof gable end walls. 12. Level floors, bolt floor center beam installing bolts per plans and specifications. 13. Set the steel support columns in the basement where pads are in place as indicated on the foundation plan supplied by the company. Bolt the girt and level the floor system. The steel support columns must be bolted w/ lag bolts to the center beam. 14. Insert spray insulation foam around perimeter and marriage to create a positive seal. NOTE: If the footings for the support columns are not in place at the time the set crew is prepared to install the columns, it will be the responsibility of the builder to set the columns and level the floor system. The set crew chief will indicate this transferal of responsibility on the set crew report. The builder will be asked to sign this report at the termination of the modular set. Temporary columns will be used, if necessary, to complete the set. 15. Police area and place rubbish in a pile. The company is not responsible for removing the trash from the site. NOTE: The builder is responsible for supplying a construction crew to apply wall and roof systems to all'modular structures that require on-site construction. The modular units, at connection points to on-site construction by the builder, are shipped with a layer of plastic-wrap suitable for transportation purposes only. Failure to erect these assemblies on a timely basis may result in serious weather damage to the modular. Any such damage caused by the weather is the responsibility of the builder. (Transportation wrap should be checked for weather tightness upon delivery if the units are held for any reason). Typical modular structure requiring site built construction of assemblies are capes and gambrels, though there may be alternative structures that require builder supplied crews to close the unit to the weather. Consult the company service manager to determine the separation of responsibility for the supply of goods or services for a given project. r Page 12 Penn Lyon Homes Corporation©2003 PENN LYON HOMES CORPO RAT ION® 1, 101DURAIR 515.41AIT-UR, 0INJUDE R. RRRR Work that WILL NOT be performed by set crew: 1. Caulking of siding, roof vents and plumbing stacks. 2. Installation of trim and finish material for gable end soffits and fascia. 3. Make necessary adjustments to factory installed interior/exterior doors for proper working order. 4. Repair drywall cracks. 5. Install siding on any un-sided walls. 6. Installation of interior base and trim molding where appropriate and not factory installed. 7. Installation of window, doors and shutters. 8. Installation of stairs and railings. 9. Installation of any shipped loose carpet or vinyl goods. 10. Installation of the furnace, water heaters, plumbing connections and/or utility services. ry S"Sta o x D tN� F1E1 i, A Al stn w`eti"` ES PORpn0% *- CAfl bete , BOW saw° mot �. nca�"p1;mea M ' Wa"""'• �no` x �,o,Opd�13Y& ' � - arne�16' Bsa, n,ao��' m ae1"B�uan ow n rommn won'and oK t Sample Field Installation V Sheet k w � ttte��tl�y1 u�htt P'�1m� Ban Wmata Of. wwaM �makPail e%'A . B•w me nwtda e„ flntl row•Hem°'' ,yq eaAslacl'a`01 taw' tlrom„,oAn4 1 ro tuner OK a'e°'C1ilw Moncovan6B� 'nsB' Fa��'a°ewW,�.aev slro'` �M OK MOW �. P° "aa oanmeta` t ttom�)1�� taneaT"t° wmocasN"atn'w1Bro Olt r a. mst sra " mam1`a10`Be 'a°"eDnn rotta'. �gSPoI\Y ootad°" BuauWa' r ppyi root man9' ,nm t�\ ,�B.Seu OON• mat owattea OK ' ? a 71 t locaa°" ma tqu+tlanon fyan Homes nn1 06 ,uatm°°umN ay. MOM e M ewPBen aeV rB1V'CAn 1 y tl6oa$`tl° eawl9nonm �tevenN etroa. a3K' GSW OC.tw°amNtre °na OK 'g matay50moewa% 1,nW, bewn yppnetl a tlwa�a OVL B& ty+s1 P,Qpdetlw Aga etw vetM1 memtt a„tlsnaatl' at1 oC mho n"a ' p Bonom n HaOan 1yov Vie' O,agam �doa,gUm�' o5n ndae lWot 'xtm 56 no$®wea m,-4- t. rowsnead+twit3n. 1cn�n®ce+oea`tt`wanw^tl „ anmeion `* '� & Fc1w`ceaG^B mmn�t��ol,twe sla7 ..,.,epena4� :. mow =11.1 16tl 04 mate `th 10.�,q attaaaP s pent MOW "'WA . mauBada` Aespgtann°! awo�°0 �ynmaW Coto, Btl1WER - Penn Lyon Homes Corporation©2003 Page 13 P E N N L Y O N H O - M E S C O R P O R A T I O No -1 i7ffffff ff- MODULAR SET-UP GFUID13 ff_ A_7ffff 1 The drawings represent the necessary fastening guidelines. These will be the responsibility 4 of the setup crew. However, final sign-off falls under the builders sole responsibility. CANTILEVER OPTIONS 1st Floor Cantilever Option SIMPSON H2.5(or equivalent)@EACH JOIST o 0 j 2nd Floor Cantilever Option SIMPSON H2.5(or equivalent)@ EACH JOIST o o o d� o a a Page 14 Penn Lyon Homes Corporation©2003 PENN LYON H O M E S C O R P O R A T -I O N® Rff MODULARSl�'1'-IJ1' GUIDERAf CHIMNEY DETAIL END STUD&FLAT STUD LOCATED ON THE CHIMMNEY SIDE WALLS II I II I II I I 2x2x12 ANGLED BRACKET(MINIMUM 1/8"THICK) I I BOLTED(USING TWO#9 HEX LAG SCREWS, 5/16"DIAMETER,4"LONG) THRU THE CHIMMNEY SHEATHING ON THE SIDE WALL INTO A 2X4 FLAT STUD ON BOTH THE END WALL LEFT AND RIGHT SIDES. OF HOUSE I II HOUSE SHEATHING I I I 2x2x12 ANGLED BRACKET(MINIMUM 1/8"THICK) BOLTED(USING TWO#9 HEX LAG SCREWS, 5/16"DIAMETER,4"LONG) FLAT STUD BOLTED THE CHIMMNEY SHEATHING ON THE SIDE WALL REAR WALL OF CHIMMNEY IN SIDE WALL INTO A 2X6 FLAT STUD LOCATED IN THE SIDEWALL ON BOTH THE LEFT AND RIGHT SIDES. SHIPLOOSE 3/4"OSB.DECKING FOR ON TOP OF PLATFORM. ATTACH PLATFORM TO HOUSE PERIMETER WITH(6)3 1/2"LAG BOLTS CHIMNEY CRICKET REQUIRED FOR WEATHER DIVERSION 2x2x12 ANGLE BRACKET (MINIMUM 1/8"THICK) INSTALLED ON-SITE TO WALLS, TO BE ATTACHED TO THE BUILDING SHIPLOOSE(8)TOTAL 1st LEVEL PLATFORM 3x4"OSB. DECKING 2x10's PLATFORM SECTION DETAILS 1ST FLOOR PLATFORM e Penn Lyon Homes Corporation©2003 Page 15 PENN LYON H O M E S . CORPO RAT I ONO 67/7/475/7 MODULAR S147-UP CRIDE )"-, �."47 CHUMNEY DETAIL J, Sheathing shipped loose in these areas for on-site intallation (see fastening schedule) I I I ) Fasten walls together using 1 6d nails @ 8" a.c. (clinched) around all three sides. . I I L — — — — — — — — — — — — — — — — — — — — — J Sheathing shipped loose in nT1these areas for on-site intallation (see fastening schedule) Page 16 Penn Lyon Homes Corporation©2003 PENN LYON HOMES CORPORATI O No MODULAR SET-UP GFUIDE, )7RRR9 COLLAR TIES & LATERAL BRIDGING A Fasten Collar Tie To Rafter With 8-16d nails 1 COLLAR TIE LEVEL AND AT SPECIFIED HEIGHT i 1 x3 LATERAL BRIDGING FOR COLLAR TIES FOR COLLAR TIES 8' - 12' : ONE (1) REQUIRED - CENTERED FOR COLLAR TIES GREATER THAN 12' :TWO REQUIRED - EQUALLY SPACED FASTEN WITH TWO (2) 12D NAILS DIRECT AT EACH COLLAR TIE Penn Lyon Homes Corporation©2003 Page 17 PENN LYON HOMES C O R P O RAT I O N® AffO v MODULAR Sl.'1'-jJh-(�IJII)l: DORMER/ROOF TIE-IN PANELS i i i BOTTOM PLATE FASTENED TO FRAMING WITH (2) 3/8" X 4" LAG BOLTS PER STUD SPACING l FIELD INSTALLED FRAMING o i i n I c t. F Page 18 Penn Lyon Homes:Corporation©2003 PENN LYON HOMES C O R P O R AT I O N® ffffffffff MODULAR S1.4. 1 IJl GUIDE ffffffffff FOLDING OVERHANG & GABLE ENDWALLS 6x6x26GAGALV PLATE(HINGING MECHANISM) (3)10d NAILS THROUGH SHEATHING INTO TRUSS TOP CHORD @ EACH TRUSS ROOF SHEATHING �� TRUSS BOTTOM CHORD 2 X 6 SUB-FASCIA TOE-NAIL(1)16d FROM EACH SIDE OF OVERHANG BLOCK INTO STUD OR TOP PLATE 2X OVERHANG BLOCK Connect Top plate of endwall to rafter with LTP-4(or equivalent)@ 32"O.C. Wall to Wall Connection Nail (31/4"x .131)@10"o.c. direct Fasten wall to floor w/31/4"x .131 nail @ 12"o.c. direct Penn Lyon Homes Corporation©2003 Page 19 PENN LYON HOMES C O R P O RAT I O N° )7),7/7-7-7 )I0DIJLAR SET-UP CIJIDE )"Z- W'�7 PANELIZED GARAGE 0 o Wall Bottom Plate (by PLH) o :001 Foundation Sill Plate (by others) 0 fasten'LTP4 @ 32" o.c. w/ (12) 8D nails to tie panelized walls to sill plate (Equivalent strap may be substituted for LTP4) Truss to Panelized Wall Connection 00 00 0 00 _ 0_ 00 Fasten H2.5 or equivalent to truss (one side only) and wall top plate w/(5) 8D nails (each end of plate) @ every truss to 1 top plate connection. 1 Page 20 Penn Lyon Homes Corporation©2003 PENN LYON HOMES C O R P O RAT I ONO MODULAR SET-UP '1IJIDE ZV)7. Ci7 PANELIZE® GARAGE FASTEN TOP PLATES AT SPLICE LOCATIONS WITH LTP4 FASTENER MINIMUM SPLICE OR EQUIVALENT WITH TWELVE(12)8D X 1 1/2"NAILS 1 2'0" 2NDTOP PLATE FIELD INSTALLED\ 1ST TOP PLATE FACTORYINSTALLED FASTEN PANELIZED WALL SECTIONS TOP PLATE SPLICE TOGETHER W/16D X 31/4"NAILS @ 10"OC ENTIRE LENGTH OF STUDS JOINT CONNECTION Wall to Wall Panel Connection Fasten intersecting top plates with LTP4 or equal Overlap exterior sheathing over w/(12)81)x 1 1/2" nails i intersecting wall and fasten with i 7/16" x 1 1/2" 16ga staple @3" o.c. J along edges. i a Fasten intersecting exterior walls with 16D x 31/4" nails @ 10" o.c.x length of studs. Penn Lyon Homes Corporation©2003 - - �, ; Page 21 PENN LYON HOMES C O R P O RAT I O N® MODULAR Sl�'1'-IJ1' t�IJII)l: RAFTER GUSSET PLATES (5) 8d NAILS THROUGH GUSSET INTO TOP CHORD- EACH 0 SIDE OF RAFTER 1/2" DIAMETER BOLT WITH 0 NUTS AND WASHERS.TIGHTEN 0 AFTER ROOF IS IN CORRECT 0 o POSITION. 0 0 0 0 2 X 10/2X8 CEILING JOIST 0 0 0 0 0 0 0 1/2"CDX PLYWOOD GUSSET EACH SIDE Page 22 Penn Lyon.Homes Corporation©2003 I� PENN LYON HOMES C O R P O RAT I O N° ffff AO'ff i)IOl)IJI,AR .Sli 1 IJl ..("IJII)l. ffffff ff- ff KNEEWALL - RAFTER & TRUSS ROOF SYSTEMS. 2 x 2 LOCATOR SHOULD BE 2 X 2 LOCATOR FLUSH WITH THE TOP CORNER 2 X 2 LOCATOR OF THE KNEE WALL STUDS 2 X 3 KNEE WALL NAIL 2X2 LEDGER TO TOP TOP PLATE PLATE WITH (3) 16D NAILS PER RAFTER SPACING. NAILTHROUGH 1 1/2" FACE OF LEDGER 2 X 4 KNEE WALL TOE NAIL TOP PLATE TO EACH TOP CHORD WITH (1) 16D NAIL FROM EACH SIDE AT EACH M KNEE WALL STUD i (1)20d NAIL THROUGH 1 1/2" FACE OF KNEE WALL TO TOP CHORD L 2 X 4 HINGED KNEE WALL- -� TOE NAIL BOTTOM PLATE TO EACH BOTTOM CHORD WITH (1)16d NAIL FROM EACH SIDE AT EACH KNEE WALL STUD Penn Lyon Homes Corporation©2003 Page 23 PENN LYON HOMES C O R P O RAT I O N® 3I0l)ULAR SET-UP .GUID14j, PERIMETER FASTENING Manufactured Hinged Roof Trusses Roof Center beam fasten together with 1/2"through bolts @ 6'OC (4)2xio Floor perimeter.Toe nail ) One module to ceiling perimeter below with 16d nails @ 8"OC DBL 2x8/2x10 perimeter band Toe nailed to CLG perimemter with 16d nails @ 8"OC in field. f Exterior sheathing fastened over seam with(2)rows of 10d nails(or equal) on each side of seam. i (2)2xl2 ceiling perimeter bolted with 112"through bolt at access locations as shown on house floor plans. (4)member floor girder bolted with 112"through bolts @ 6'OC DBL 2x8/2x10 Perimeter band toe nailed to sill plate with 16d nails @ 8"OC Exterior sheathing fastened over sill plate/module seam with(1)row of 10d (or equal)nails @ 8"OC on each side of seam. IE Page 24 Penn Lyon Homes Corporation©2003 PENN LYON HOMES CORPO R AT I O N® ffffffffff MODULAR Sl,?,T-IJP GUIDE, fffffffff ROOF PANELS - DROP-IN RIDGE CAP Fasten 2x3 stringer to 2x4 stringer with(3)16d nails per truss/rafter spacing 2x3 Stringer 2x10 Block 2x4 Stringer 0 0 2x2 Ledger 1 i ROOF PANELS - TOP FLIP Strap top chords together with 1 1/2"x 12"x 30 GA straps @4'OC.Fasten strap to top chord with(6)10d nails per end DBL 2x6 Ridge beam-each module.Toe nail (12 total per strap) ridge beams to each other with(3)16d nails per rafter spacing Fasten rafter panel edge rail 10 Truss header 2x4 Edge rail with(3)16d nails per Truss/Rafter spacing 2x2 Ledger 2x6 Truss Header Collar Tie Penn Lyon Homes Corporation©2003 Page 25 PENN L. Y O N HOMES COR P O RAT I O N® .)7ff_ ,4'ff ff- MODULAR SETUP -GUIDE ff Aff VAULTED RAFTER Bolt ridge beams with(2) rows of 1/2"through-bolts @ every other rafter bay 20 SPF#2 Ledger RIDGE BEAM DETAIL See Ridge Beam detail See Transverse Beam detail Cross Section Typical Vaulted Rafter t t Fasten roof sheathing over rafter panel seam with 10d nails @ 3 OC. 2x6 end plate-Lag bolt to LVL header with(3)3/8"x 4"Lags per rafter spacing 2x6 Ledger LVL Header TRANSVERSE BEAM DETAIL j? Page 26 Penn Lyon Homes Corporation©2003 PENN LYON HOMES CO RPORATIONO MODULAR 4SET-UP G"'AIDE A". WIND COLUMN Wind Column to Wall Connection Nail(31/4"x.131)@ 10"OC direct Fasten wind column to floor using two Simpson MSTC28 straps(or equivalent) with(18)16D nails each end. p Wind column should be installed after 1 st module is set. The second module is then set against the wind column 'r- r Penn Lyon Homes Corporation©2003 Page 27 PENN LYON HOMES CORPORATI ONO ff ff_ ffff4_ I M ODUL A R SET-Up G'IJ I D 13 ff4'ffffff FASTENING SCHEDULE Ceiling/Roof. 1/2" Plywood and 7/16"OSB 7/16"x 1 1/2" 16 ga Galvanized Staple 4"O.C. Edge, 8"O.C. Field Felt to Sheathing 1/2"x 5/16"20 ga Galvanized Staple 24"O.C. Direct Shingles to Sheathing 1 1/4"x .120 dia Nail w/.385 head 4 each shingle*** Drip Edge to Sheathing 7/16" x 1 1/2"galvanized Staple 16"O.C. direct Trusses to Exterior Wall 3 1/4"x .131 Nail 3 Toe-Nail ** Exterior Wall Plywood or 7/16"OSB Sheathing 7/16"x 1 1/2" 16 ga Galvanized Staple 3"O.C. Edge, 8"O.C. Field Exterior Wall To Floor 3 1/4"x .131 Nail 12"O.C. direct Exterior Wall To Exterior Wall 3 1/4"x .131 Nail 10"O.C. direct *Fastening,other than shown here,shall be in accordance with manufacturers'specifications and standard engineering practice. **May require additional fastening depending upon building location and local code requirements. ***Six(6)ea.Shingle for Mansard applications or high wind areas(see manufacturer's installation instructions on wrapper). ) I i i l Page 28 Penn Lyon Homes Corporation©2003 PENN LYON HOMES C O R P O RAT I O N® _: � MODULAR SET-UP ("FUIDE ffffffffff STRAPSME-D OWNS LTP4 311 I� 0, 0 4 1/4" 0 0 0 0 0 1 9/16" / o H8 H2.5 m Ro 5 7/16" OJ O 0 O MSTC28 Pall,0 al O Penn Lyon Homes Corporation©2003 Page 29 PENN LYON HOMES C O R P O RAT I O N® ff-- )7 ffffff MODULAR SEAT-UP GFIJIDE fff ffffff BUIDLER'S RESPONSIBILITY FOR FINISHING MODULAR (TYPICAL) It is the intent of this set-up guide to thoroughly list all structure-related responsibilities for the supply of goods and services by the company. In addition, the site responsibilities typical for a builder are as follows. Again it must be repeated that the complexity of a project may leave some areas undefined. Should the builder have any questions regarding the separation of responsibility for materials or service, contact the company SERVICE MANAGER for clarification. Following is the Scope of Builders responsibilities: EXTERIOR RESPONSIBILITIES: 1. To install finished rake boards on gable overhangs. 2. Install cornerboards. 3. Install perimeter trim boards. 4. Install shutters where applicable. 5. Install all site applied siding on gable ends and second story modules or areas left off the time of transporting. 6. Apply building wrap to all unwrapped surfaces PRIOR to the application of any siding, which is to be installed on-site. 7. Adjust glass-sliding door panels; when applicable. 8. Apply bottom-sheathing board that covers sill plate. 9. Install exterior light fixtures, where applicable. 10. Install all shipped loose insulation where applicable, such as under the first floor, under the second floor of a two-story and where the second floor overhangs the first. 11. Supply and install all gutter and down spouts. 12. Supply and install all railings and walks. INTERIOR RESPONSIBILITIES 1. Install drywall at marriage wall openings. 2. Install floor sheathing splice at marriage wall openings. 3. Install basement stairs and handrail (when applicable). 4. Install marriage wall doors and cased openings. 5. Adjust all doors and cased openings (if required). 6. Repair, spackle and paint any drywall cracks. 7. Install light bulbs and globes on ceiling fixtures. 8. Install baseboard and other molding at marriage walls, as applicable. 9. Trim and seam carpeting at marriage wall openings. 10. Install/adjust kitchen/bath shelving and cabinet doors and adjust to open and close properly. 11. FHW/Baseboard drops: connect and furnish all piping below floor joists, the builder supplies boiler, tanks and,other component items. 12. Remove protective covering from floors. Page 30 Penn Lyon Homes Corporation©2003 PENN LYON HOMES C O R P O R A T -I O N® 'ffffffffff MODULARSET-UP CRIDE ffffffffff 13. Sweep and clean house. 14. Install water closet (when applicable). 15. Install plumbing traps (when applicable). 16. When codes require exposed plumbing, the company will supply the necessary materials for finishing the area exposed, however, it will be the responsibility of the builder to finish the exposed area. 17. The builder is responsible for pouring the basement floor to the specifications provided on the company-supplied drawings consistent with applicable building codes. 18. The builder is responsible for connection of electrical service: a. Connection of lines between modules, where required. b. Connection of electric panel to main service. c. Connection of hot water heater to main. d. Connection of mechanical equipment, furnace, air conditions, etc., to main. 19. The builder must apply a finish coat of paint/stain (consistent with the applicable manufacturer's application instructions) to: a. The exterior trim. b. The siding to include: wood siding, plywood panel siding and primed masonite. (PRIMED MASONITE SIDING MUST BE PAINTED WITHIN 120 DAYS TO SATISFY THE MASONITE WARRANTY). NOTE.THE FOLLOWING EXCEPTIONS: A. RAISED RANCHES: EXTERIOR RESPONSIBILITIES: 1-12.As noted with the following inclusions or exceptions: 13. Install all windows, doors and siding on the stubwall(s). 14. Weatherproof and insulate cantilevered floor areas. INTERIOR RESPONSIBILITIES As noted with the following inclusions or exceptions: 1-19. Panel or sheetrock foyer. 20. Assemble and install foyer package. B. UNFINISHED SECOND FLOOR LEVELS: The builder is responsible for the installation requirements/materials as defined by those listed for r exterior and interior. Additionally the stair and stairwell extending from the first level to the second f level must be finished in compliance with local code and in accordance with the company supplied plans and specifications utilizing good construction practices. Penn Lyon Homes Corporation©2003 Page 31 PENN LYON HOMES C O R P O RAT I O N° )�7ffffffff MODULAR S141-Up GFUDE Where applicable, structures with unfinished second floor levels, such as Cape Cods; this additional information is applicable. a. The builder is responsible for the crane costs to set all materials. b. The builder is responsible for the labor costs to construct/finish all materials. c. The builder is responsible for securing and making the unit weather tight, if outside roof is being constructed. d. Penn Lyon Homes®will supply the following materials: 1. The stairwell partition knocked down (K.D.). 2. The kneewall partition knocked down (K.D.). 3. The sheet rock and insulation to close the stairwell. 4. The stairway is 1/2 carpeted; the balance of the material is shipped loose. 5. The door at the top of the stairway is shipped loose. 6. Typically the top stair tread must be cut back for proper tread and rise. See stair details for additional information. NOTE: The company will not ship any sheetrock,joint cement or perfa-tape for unfinished areas. Page 32 Penn Lyon Homes Corporation©2003 g-Eg T A� ok im M Z,s FAM jk A g, 0 V 'W 13- W. JP -c 41 ;s MR4 -zz A L 2� og -A 'MOR', affl, I "0'th X 7 'r T T�5Y in --p Is.- ffi 4k AS j: IS4 m g A AM— ��4 I M P Q, M, 01. I&N, AlL 7 AT v Af- vo dew IMF T, in AM &A, f% �j A A IF L AOLttf m-- A PENI®1 m IN "PVP Al Allk a .4 , A CFO �AEP-P-11,,- 4-11"On, Al am, ar- C-4 4111, All ` i� ®� i a F yam. F IW JHOMES[GOR I@ A 101 Airport Road • Seliftrove,-PA 17870 • (800)78 -4754 • FAX: (570) 374-6053 P- www.pennlyon.6m -Email. plhhomesgptdxet r � . z Commonwealth ®f Massachusetts Manufactured Buildings Program-Plan Identification Number Assignment - Name of Manufacturer MC Identification Number PE�TI9T LYO1V HOMES 020 Third Party Identification Number 02 Project Title 0'7-093 Use Group R4 BBRS\DPS Identification Number 0821-07 Review by MA State NO REVIEW REQUIRED 10/02/®? Inspector Required Date: Manufactured Buildings Program From: Linda McAlister Manufactured Buildings Program Re: Confirmation of Receipt of Building Plans & Assignment of BBRS\DPS , Identification Number (BBRS\DPS I.D. Number) The Board of Building Regulations and Standards and Department of Public Safety (BBRS\DPS) has received your building plans for the referenced project and has assigned the identification number noted above (in the block marked BBRS\DPS I.D. Number). This number has been assigned for purposes of internal tracking methods. This number shall be used in reference to this project and on all future correspondences, inquiries and'plan revisions. ry Thank you for your cooperation with this matter. _ . Send all correspondences,inquiries and plan revisions to: ' BBRS/Dept.of Public Safety - P.O.Box 1063 167 Lyman Street Hadley Building-Ground Floor Westboro,MA 01581 Bbrs\forrris2\manufacturedbldgplanid-December 17,2003 Date Received at PFS —L IBC Transmittal No. (by PFS) Project No.(by PFS) ADDITIONAL OR MODIFIED ACCEPTANCE(MODULARS/PANELIZED) This form is to be used only when the manufacturer is seeking acceptance of as additional model,modified model or model name change which uses a previously accepted building system- Current PFS Building System Acceptance k 514 ModelName/No. Kelly Industries/Silvera(07-093) Manufacturers Name Penn Lyon Homes Corporation Plant(s)at which model will be produced Selinsgrove, PA Check One: ✓ NEW MODEL Revised Model* TECHNICAL DATA Coaforms Floor Plan Showing: Yes No N/A Braced Wall Method or Shearwalls Building Size(LXW Dimensions) Room Sizes,Light&Ventilation Schedule Exit Requirements Electrical Outlet Spacing&Smoke Detector Location of Labels&Data Plates Use Group,Type Const.,Total Sq.Ft,Area Plumbing System Design or Reference No.(refer. pages P 1 & P2 ) Heat Loss Calculations or Reference No.(See page A 1.5 ) Furnace Size/Model No.('on-site by others ) Thermal Performance Calculations or Reference No.(See attached rescheck ) _/ Electrical Load Calculations or Reference No,(On-site by Others ) �+� Service Size and Location(200 amp located on-site ) Applicable Building Codes Submit model to the following states:MA *Description of Modification�llg-tln1P. A�DrOVAI Requested by:_Dwayne Keister Date 09/19/07 (designer) For PFS Use { C Reviewed and Approved by ,_�-_ _ Date"* For *'(1)copy sent to IBC within 15 days of approval. VERBAI APPROVAL GIVEN EJ By Whom , To Whom Date MODEL WAS DEVIATED F--] Revision Number THIS FORM SHALL BE FILLED OUT COMPLETELY WITH EACH MODEL ACCEPTANCE OR MODIFICATION PRIOR TO SUBMITTAL TO PFS. cc: \formslform-m Rev 01/03/07 mb is ® � � al ® assbb ak anuf�cired3�>lldJngs Pr® an T�ansnizttcil For7i fog all co�7 esponde�ices 1 elating to Am! Bl[ZZdin and Biiild 11g Co11ipO11C11t5 > To: Linda McAlister,Manufactured Buildings Program Phone Number: Date Transmitted Linda.mcalister@state.ma.us 50S-S98-0167 Gr _ I.—)-�_� Commonwealth of Massachusetts 167 Lyman Street/P.O.Box 1063 Board of Building Regulations and Standards Hadley Building-Ground Floor Westboro Massachusetts 01581 The person forwarding material shall complete the following portion of this transmittal. Please print clearly or type required information. Name of Person Dwayne -ceister :::JMC Number TPIA Number Transmittin�Material Penn Lyon Homes Corporation #020 02 The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct Use And Standards and\or the Department of Public Safety for reasons detailed below Model and\or Serial Group (Please check the appropriate box or give a further description of the transmitted Number pertaining to Items under the section labeled other. Be sure to ide=the a pro riate Use Group.) transmitted items.Building plans for review and approval Building plans forwarded as a record copy for your files(review not re uired). X 0 7-0 9 3 R4 Revised building plans for review. (Please clearly identify revisions on the plans.) Revised building plans forwarded as a record copy for your files (review not required-Please clearly identify revisions on the plans.) When submitting materials identified below,please ensure that you clearly indicate modifications to each page(s). Also,please indicate the BBRS\DPS Identification Number on all applicable materials. Modifications to progjams,manuals or drawings shall be accompanied by an index which clearly identifies which pages are to be removed and which pages are to be replaced (Check the appropriate box for materials transmitted.) Compliance Assurance Programs Original submission Modification to: Calculations Manual Original submission Modification to: Installation Manual Original submission Modification to- Systems Drawings Original submission Modification to: Other-Provide a detailed description Please provide a BBRS\DPS Identification number. of any other materials which are being transmitted. Identify any revisions clearly along with BBRS No. Also,identify the requested action. Site Location: Hvannis, MA 02601 The office transmitting this information has reviewed the above mentioned and 'attached materials and has found them, to the best of our knowledge and abilities,to be in compliance with the codes and\or rules and regulations for the Commonwealth of Massachusetts'Manufactured Building Program,as applicable. Signed b ^_- ` ` (,, \ pp Date: S\mfg\forms\mfgtransmittal-Revised Tune 2005 I � ! li J REScheck Software Version 4.1.0 Compliance certificate Project Title: 07-093 Report Date:09/19/07 Data filename:R:1Residential Projects12007_Series\000's107-093\07-093_RES-C HECK.rck Energy Code: Massachusetts Energy Code Location: Hyannis, Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Pion-Electric Resistance) Glazing Area Percentage: 11% Heating Degree Days: 6137 Construction Site: OwnerlAgent: Designer/Contractor: Hyannis,MA 02601 Silvera Penn Lyon Homes Corporation Kelly Industries Selinsgrove,PA 17870 a . Maximum UA:324 Your Home UA:276=14.8%Better Than Code e e c 2nd fir.ceiling:Flat Ceiling or Scissor Truss 612 30.0 0.0 21 1 st fir.ceiling:Flat Ceiling or Scissor Truss 234 30.0 0.0 8 2nd fir.sloped ceiling: Cathedral Ceiling(no attic) 126 30.0 0.0 4 Gable end walls:Wood Frame, 16"o.c. 380 19.0 0.0 21 Window 1:Vinyl Frame:Double Pane with Low-E 30 0.350 11 2nd fir.ext.walls:Wood Frame, 16"o.c. 496 19.0 0.0 24 Window 2:Vinyl Frame:Double Pane with Low-E 94 0.350 33 kneewalls:Wood Frame, 16 o.c. 243 19.0 0.0 15 1 st fir.ext.wall:Wood Frame, 16"o.c. 960 19.0 0.0 47 Window 3:Vinyl Frame:Double Pane with Low-E 114 0.350 40 Door 1:Solid 39 0.160 6 Door 2:Solid 20 0.230 5 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 864 19.0 0.0 41 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.0 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load qas specified in Sections 780CMR 1310 and J4.4. lJr i�i b L o a t. 'c. � �:�a c� Q:a`D CG i Name-Title Signature Date PPPROVAL?NWI ED TO AP �x�t?VE �y� � ►►►e,ivarurr r r. IF AC 4711iL T # 4iTt(?1 �.��` O` ' , IbIH" CORP SEP z3 2007 W`, ZIP SEP 2. 1 2007 �. cp APPROVAL TAMITFD TO &A,CTORY BUILTPORTION • �• ::'Firs"i�..���" """ 07-093 r Page 1 of 4. • 3 REScheck Software Version 4.1.0. Inspection ec lls Date:09/19/07 Ceilings: ❑ 2nd fir.ceiling:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ 1st fir.ceiling:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: 2nd fir.sloped ceiling:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Gable end walls:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: ❑ 2nd fir.ext.walls:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ kneewalls:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ 1 st fir.ext.wall:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E, 1-1-factor.0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: ❑ Window 3:Vinyl Frame:Double Pane with low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes . Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid,U-factor.0.160 Comments: ❑ Door 2:Solid,U-factor:0.230 �-- Comments: APPROVED Floors: r SEP 2 1 2007 ❑ Floor 1:All-Wood Joist/Tniss:Over Unconditioned Space,R-19.0 cavity insulation `Comments: a APPROVAL 1 TO Air Leakage. FACTORY MILT T PORTION 07-093 Page 2 of 4 i Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air,movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. 0 Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: F1 Ducts are insulated per Table J4.4.7.1. Duct Construction: All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an heater switch and a cover unless over 20%of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Eta PAC" @/ PFS CORP SEP 2 1 2007 API'IlON� 4,L I:IMITE.D TO FACTORY BUILT PIJRTION 07-093 Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 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 Rangeff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 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 and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) '3 APPROVED PPS CORP SAP 2 1 2007 APPROVAL LIMITED TO FACTORY BUILT PORTION 07-093 Page 4 of 4 Multi-Loaded Beam[2006 International Residential Code (05 NDS)1 Ver:7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007:08:53:25 AM Project: 07-093M- Location: HDR1 (P1 = RCB1) Summary: (3) 1.5 IN x 7.25 IN x 4.0 FT /#2- Spruce-Pine-Fir-Dry Use Section Adequate By: 31.6% Controlling Factor: Section Modulus/Depth Required 6.32 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.02 IN Live Load: LLD-Center- 0.02 IN= U2431 Total Load: TLD-Center= 0.04 IN =U1190 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 880 LB Dead Load: DL-Rxn-A= 926 LB Total Load: TL-Rxn-A= 1806 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.94 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 880 LB Dead Load: DL-Rxn-B= 926 LB Total Load: TL-Rxn-B= 1806 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.94 IN Beam Data: Center Span Length: L2= 4.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 4.0 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 30 PLF Dead Load: wD-2= 37 'PLF Beam Self Weight: BSW= 6 PLF Total Load: wT-2= 73 PLF Point Load 1 Live Load: PL1-2= 1640 LB Dead Load: PD1-2= 1681 LB Location (From left end of span): X1-2= 2.0 FT Properties For:#2-,Spruce-Pine-Fir Bending Stress: Fb= 875 PSI . . Shear Stress: Fv=. 135 PSI Modulus of Elasticity: E= 1400000 PSI Adjusted Modulus of Elasticity: E-Min= 510000 PSI Stress Perpendicular to Grain: Fc-perp= 425 PSI ! Adjusted Properties Fb' (Tension): Fb'= 1389 PSI Adjustment Factors: Cd=1.15 CF=1.20 Cr=1.15 Fv': Fv'= 155 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 3467 FT-LB 2.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 1763 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 29.96 IN3 S=' 39.42 IN3• Area (Shear): Areq= 17.03 IN2 'p f ,i LIMITED TO A= 32.63 IN2 Moment of Inertia (Deflection): P+ ¢ '.�� + "s ' DCRTION Ireq= 28.82 IN4 1= 142.90 IN4 SE? g 2001 ,'b4rSf,llfFffllta�s OFr„A r <<4n F S CORP { 41 3 e� SAP 2 1 2007 APPROVAL LIMITED TO E,4CTQRY RUiLT :'),,)R71ON i Multi-Loaded Beam[2006 International Residential Code(05 NDS)]Ver: 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007 Project: 07-093M- Location: HDR1 (P1 = RCB1) Summary: (3) 1.5 IN x 7.25 IN x 4.0 FT /#2-Spruce-Pine-Fir-Dry Use Section Adequate By: 31.6% Controlling Factor: Section Modulus/Depth Required 6.32 In SHEAR,MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 2000 1806 Ibs 0 ft 1000 Shear (Ibs) 0 -1000 -2000 -1806 Ibs @ 4 ft 4000 3467 ft-Ibs @ 2 ft 2000. Moment (ft-Ib) 0 -2000 -4000 -0.05 -0.025 Deflection (in) 0 0.025 0.05- 0.04in@2ft Center Span =4 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s) 2 Moment: Critical moment created by combining all dead loads and live loads on span(s) 2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM P1 A B Center Span =4 ft Reactions _. .�..,�..� Live Load Dead Load Total Load Uplift Load APPROVED A 880 Lb 926 Lb 1806 Lb 0 Lb PES €ORP B 880 Lb 926 Lb 1806 Lb 0 Lb SEP 2 1 2007 Center Span APPROVAL LIMITED TO APPROVAL BUILT PORTION I J - Page 2 Uniform Loading Live Load Dead Load Self Weight Total Load W 30 Plf 37 Plf 6 Plf 73 Plf Point Loading Live Load Dead Load Location Pi 1640 Lb 1681 Lb 2 Ft APPITOVED PPS CORP SEP 2 12007 APPROva.i, LINT IITFD TO ti FAc'r0 RY BUILT P()ki,t'ION J - t Multi-Loaded Beam[2006 International Residential Code(05 NDS) Ver: 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on:09-19-2007 :08:53:27 AM Proiect: 07-093M-Location: HDR2 (P1 = RCB2) Summary: (3) 1.5 IN x 7.25 IN x 4.0 FT /Gang Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Section Adequate By: 126.3% Controlling Factor: Section Modulus/Depth Required 4.82 In Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.02 IN Live Load: LLD-Center- 0.02 IN =L/2331 Total Load: TLD-Center- 0.04 IN =L/1135 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1300 LB Dead Load: DL-Rxn-A= 1381 LB Total Load: TL-Rxn-A= 2681 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.58 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1300 LB Dead Load: DL-Rxn-B= 1381 LB Total Load: TL-Rxn-B= 2681 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.58 IN Beam Data: Center Span Length: L2= 4.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 4.0 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: L/ 240 Center Span Loading: Uniform Load: Live Load: wL-2= 30 PLF Dead Load: wD-2= 37 PLF Beam Self Weight: BSW= 10 PLF Total Load: wT-2= 77 PLF -Point Load 1 Live Load: PL1-2= 2480 LB Dead Load: PD1-2= 2575 LB Location (From left end of span): X1-2= 2.0 FT Properties For: Gang Lam-2950 Fb-2E Custom- Louisiana Pacific--Custom Bending Stress: Fb= 2950 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc perp= 1020 PSI Adjusted Properties Fb' (Tension): Fb'= 3588 PSI Adjustment Factors: Cd=1.15 CF=1.06 Fv': Fv'= 334 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controlling Moment: M= 5208 FT-LB 2.0 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s) 2 Controlling Shear: V= 2635 LB At a distance d from right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 17.42 IN3 S= 39.42 IN3 Area (Shear): Areq= 11.85 IN2 n� SavPtTEDYo A= 32.63 IN2 Moment of Inertia (Deflection): P�,(�O�'" 2;4� r O'K F€ �d Ireq= 30.22 IN4 1= 142.90 IN4 J4g9?F4 J 11'` t P S CORD r� P 2 1. 2007 . ii P .'•mot.�:.�'.tiw?' �� . 1EDTO OAP APPROVAL L[41 . TIONFhCCOKY BUILT Multi-Loaded Beam[2006 International Residential Code (05 NDS)]Ver: 7,01.12 By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007 Project: 07-093M-Location: HDR2 (P1 =RCB2) Summary: (3) 1.5 IN x 7.25 IN x 4.0 FT /Gang Lam-2950 Fb-2E Custom-Louisiana Pacific—Custom Section Adequate By: 126.3% Controlling Factor: Section Modulus/Depth Required 4.82 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 3000 2681 Ibs @ Oft 1500 Shear (Ibs) 0 -1500 -3000 -2681 Ibs @ 4 ft 6000 5208 ft-Ibs @ 2 ft 3000 Moment (ft-lb) 0 -3000 -6000 -0.05 -0.025 Deflection (in) 0 0.025 0.05 r`— 0.042 in @ 2 ft Center Span =4 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM P1 A B Center Span =4 ft Reactions Live Load Dead Load Total Load Uplift Load APPROVED 1300 Lb 1381 Lb 2681 Lb 0 Lb � {D B 1300 Lb 1381 Lb 2681 Lb 0 Lb Center Span SEP 2 1 2007 A;t P.R(*)VA. L IN-11TE.D To ACTOIRY I UI T PORTION Y Page 2 Uniform Loading Live Load Dead Load Self Weight Total Load W 30 Plf 37 Plf 10 Plf 77 Plf 4. Point Loading t Live Load Dead Load Location P1 2480 Lb 2575 Lb 2 Ft * • t .. a . _ _ .. � .. i L APPROVED,"''. PFS CORP u . . -; SEP 2, .2007 X • C, APPROVAL f,7PrIaT1:10 r;<� k 1 Multi-Loaded Beam[2006 International Residential Code(05.NDS)1 Ver: 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007 : 08:53:30 AM Proiect: 07-093M- Location: RCB1 (W=TRUSS CC531901) Summary: (2) 1.5 IN x 9.25 IN x 10.25 FT /Gang Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Section Adequate By:26.0% Controlling Factor: Moment of Inertia/Depth Required 8.56 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center- 0.21 IN Live Load: LLD-Center= 0.20 IN= U613 Total Load: TLD-Center= 0.41 IN = U302 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 1640 LB Dead Load: DL-Rxn-A= 1681 LB Total Load: TL-Rxn-A= 3321 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 1.09 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 1640 LB Dead Load: DL-Rxn-B= 1681 LB Total Load: TL-Rxn-B= 3321 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.09 IN Beam Data: Center Span Length: L2= 10.25 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.25 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 320 PLF . Dead Load: wD-2= 320 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-2= 648 PLF Properties For: Gang Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Bending Stress: _ Fb= 2950 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc-perp= 1020 PSI Adjusted Properties Fb' (Tension): Fb'= 3492 PSI Adjustment Factors: Cd=1.15 CF=1.03 Fv': Fv'= 334 PSI Adiustment Factors:Cd=1.15 Design Requirements: Controlling Moment: M= 8511 FT-LB 5.125 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controlling Shear: V= 2856 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 29.25 IN3 S= 42.78 IN3 ` Area (Shear): Areq= 12.85 IN2 A= 27.75 IN2- I Moment of Inertia(Deflection): Ireq= 157.01 IN4 1= 197.86 IN4 eyea.,�saasse.. i_iN1E _ED TO SEP PF 1 CORP" SEP 2 l 2007 APPROVAL i.,fM TIED TO Multi-Loaded Beam[2006 International Residential Code(05 NDS))Ver. 7.01.12 By: Matt Ross Penn Lyon Homes Corporation on: 09-1972D07 Project: 07-093M-Location: RCB1 (W=TRUSS CC531901) Summary: { (2) 1.5 IN x 9.25 IN x 10.25 FT /Gang Lam 2950 Fb-2E Custom- Louisiana Pacific--Custom Section Adequate By: 26.0% Controlling Factor: Moment of Inertia/Depth Required 8.56 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 4000 3321 Ibs @ 0 ft 2000 Shear ' (Ibs) 0 -2000 - -4000 -3321 Ibs @ 10 ft 9000 1 ft-Ibs @ 5 ft -4500 Moment (ft-Ib) 0 _ - • -4500 _9000 -0.5 -0.25 Deflection (in) '0 0.25 L 0.5 0.407 in @ 5.1 ft Center Span = 10.25 ft Controlling Load Cases: E Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created'by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s) 2 LOADING DIAGRAM r A B Center Span = 10.25 ft Reactions Live Load Dead Load Total Load Uplift Load A 1640'Lb 1681 Lb 3321 Lb 0 Lb. B 1640 Lb 1681 Lb '3321 Lb 0 Lb' f , Center Span Uniform L 6ading AFF75V ,D * Live Load Dead Load Self Weight Total Load TFS CORP. W .320 Plf. 320 Plf 8 Plf 648 Plf Y, SEP 2 l 2007- VAppp0VAX,'t 1Nf1't'fD.TO 4 FAt-;i'd)R'Y i13L]ILIv� PtDKt'TON i Multi-Loaded Beam(2006 International Residential Code (05 NDS)I Ver: 7.01.12. By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007:08:53:32 AM Project: 07-093M- Location: RCB2 (W=TRUSS CC531901) Summary: (2) 1.5 IN x 14.0 IN x 15.5 FT /Ganq Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Section Adequate By: 25.5% Controllinq Factor: Moment of Inertia/Depth Required 12.98 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.31 IN Live Load: LLD-Center= 0.30 IN = U614 Total Load: TLD-Center— 0.62 IN= U301 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 2480 LB Dead Load: DL-Rxn-A= 2575 LB Total Load: TL-Rxn-A= 5055 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 1.65 IN Center Span Riqht End Reactions (Support B): Live Load: LL-Rxn-B= 2480 LB Dead Load: DL-Rxn-B= 2575 LB Total Load: TL-Rxn-B= 5055 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.65 IN Beam Data: Center Span Lenqth: L2= 15.5 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 15.5 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 320 PLF Dead Load: wD-2= 320 PLF Beam Self Weight: , BSW= 12 PLF Total Load: wT-2= 652 PLF Properties For: Ganq Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom - Bending Stress: Fb= 2950 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 1020 PSI Adjusted Properties Fb' (Tension): Fb'= 3319 PSI Adjustment Factors: Cd=1.15 CF=0.98 Fv': Fv'= 334 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 19588 FT-LB 7.75 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 4347 LB At a distance d from right support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s) 2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 70.83 IN3 S= 98.00 IN3 Area (Shear): Areq= 19.55 IN2 A= 42.00 IN2 Moment of Inertia (Deflection): Ireq= 546.41 IN4 1= 686.00 IN4 E TO \\\41E1Fl:96E£?re��pP6 P ! 2057 A. SE .A:PPtt OVAL I,T�:lfi"tI !) T(i r)RVhU)RV hUI.CT PORTION Multi-Loaded Beam[2006 International Residential Code(05 NDS)]Ver, 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on:09-19-2007 Project: 07-093M- Location: RCB2 (W=TRUSS CC531901) Summary: (2) 1.5 IN x 14.0 IN x 15.5 FT /Gang Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Section Adequate By:25.5% Controlling Factor: Moment of Inertia/Depth Required 12.98 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 6000 5055 Ibs @ 0 ft 3000 Shear .(Ibs) 0 ::::: -3000 -6000 -5055 Ibs @ 16 ft 20000 -bs 8 ft 10000.. r Moment (ft-lb) 0 -10000: 20000' -0.7 Deflection , Y (in) 0 0.35 0:7 0.617 in @ 7.8 ft Center Span = 15.5 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM A B ry., Center Span = 15.5 ft Reactions Load •T Live Load Dead a otal Load Uplift Load' ' 3 A 2480 Lb, ; :2575 Lb .5055 Lb 0 Lb - t B 2480 Lb 2575 Lb '. 5055 Lb 0 Lb Center Span Uniform Loading - P S C ORP Live Load` Dead Load Self Weight Total Load W 320 Plf° " '320,Plf ;12 Plf. 652 Plf SEP 2 1 2007 APPROVAT• LIMI`1<ED TO 1nACTC�Ii`�'.•:ISHJILT I'f0lR'FION-{ Multi-Loaded Beamr 2006 International Residential Code (05 NDS))Ver: 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007 : 08:53:34 AM. Protect: 07-093M- Location: RCB3(W=TRUSS CC531901) Summary: (2) 1.5 IN x 9.25 IN x 7.25 FT /Ganq Lam-2950 Fb-2E Custom- Louisiana Pacific— Custom Section Adequate By: 10.9% Controllinq Factor: Section Modulus/Depth Required 8.78 In *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.12 IN Live Load: LLD-Center= 0.11 IN = L/763 Total Load: TLD-Center= 0.23 IN = L/374 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 2520 LB Dead Load: DL-Rxn-A= 2615 LB Total Load: TL-Rxn-A= 5136 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A 1.68 IN Center Span Riqht End Reactions (Support B): Live Load: LL-Rxn-B= 1751 LB Dead Load: DL-Rxn-B= 1816 LB Total Load: TL-Rxn-B= 3567 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 1.17 IN Beam Data: Center Span Length: L2= T25 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 7.25 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: L/ 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 247 PLF Dead Load: wD-2= 248 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT2= 503 PLF Point Load 1 Live Load: PL1-2= 2480 LB Dead Load: PD1-2= 2575 LB Location (From left end of span): X1-2= 2.5 FT Properties For: Ganq Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Bendinq Stress: Fb= 2950 PSI Shear Stress: Fv 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc—perp= 1020 PSI Adjusted Properties Fb' (Tension): Fb'= 3492 PSI Adjustment Factors: Cd=1.15 CF=1.03 Fv': Fv'= 334 PSI Adjustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 11222 FT-LB 2.538 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear: V= 4771 LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus(Moment)`. Sreq= 38.56 IN3 S= 42.78 IN3 Area (Shear): Areq= 21.46 IN2 A= 27.75 IN2 Moment of Inertia (Deflection): lreq= 126.86 IN4 1= 197.86 IN4 A 4 APPROVED r FFS CORP W, SEP 2 APPROVAL f,1M.1 EID TO FACTORY 1lUf✓'I PORTION , Multi-Loaded Beam[2006 International Residential Code (05 NDS)]Ver, 7.0112 By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007, Project: 07-093M- Location: RCB3(W=TRUSS CC531901) Summary: ` (2) 1.5 IN x 9.25 IN x 7.25 FT /Gang Lam-2950 Fb 2E Custom- Louisiana Pacific--Custom Section Adequate By: 10.9% Controlling Factor: Section Modulus/Depth Required 8.78 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 6000 5136 Ibs @ 0 ft 3000 Shear . -.(Ibs) 0 -3000 -6000 3567 lbs @ 7 ft 20000 11222 ft-Ibs @ 3 ft 10000 Moment (ft-lb) 0 -10000 -20000 I. r -0.3' -0.15 Deflection ° (in) 0 - 0.15 0.3 � 0.232in@3.4ft Center Span =7.25 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created b combining all dead loads and live loads on span(s)2 - ..Y g LOADING DIAGRAM r .c y, .. I --.. A B ' Center Span, 7.25 ft Reactions r: Live Load` Dead Load Total Load . Uplift Load 4 APPROVE ; t' A 2520 Lb 2615 Lb 5136 Lb` 0 Lb k B '1751 Lb 1816.Lb- ' .'3567 Lb -0 Lb fh , Center Span ' SEP 2 1 2007 F ` APPROVAT T T1vTTTFD. F(.) FACTORY Fti�Tl.;f' i'f)I TTOha' " t Page 2 Uniform Loading Live Load Dead Load Self Weight Total Load W 247 Plf 248 Plf 8 Plf 503 Plf Point Loading Live Load Dead Load Location P1 2480 Lb 2575 Lb 2.5 Ft r i r • FSAFl,QVED CORP 2 1 2007 APPROVAL LIMITED TU ;NACTORY BUILT PORTION Multi-Loaded Beam[2006 International Residential Code(05 NDS)I Ver: 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007 :08:53:36 AM Proiect: 07-093M- Location: RCB4 (W=TRUSS CC531901) Summary: (2) 1.5 IN x 9.25 IN x 10.5 FT /Ganq Lam-2950 Fb-2E Custom- Louisiana Pacific--Custom Section Adequate By: 51.0% Controllinq Factor: Moment of Inertia/Depth Required 8.06 In "Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center— 0.18 IN Live Load: LLD-Center— 0.17 IN =U738 Total Load: TLD-Center— 0.35 IN= U362 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 1297 LB Dead Load: DL-Rxn-A= 1344 LB Total Load: TL-Rxn-A= 2641 LB Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 0.86 IN Center Span Riqht End Reactions (Support B): Live Load: LL-Rxn-B= 1297 LB Dead Load: DL-Rxn-B= 1344 LB Total Load: TL-Rxn-B= 2641 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.86 1N Beam Data: Center Span Lenqth: L2= 10.5 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 10.5 FT Live Load Duration Factor: Cd= 1.15 Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 247 PLF Dead Load: wD-2= 248 PLF Beam Self Weight: BSW= 8 PLF Total Load: wT-2= 503 PLF Properties For: Ganq Lam-2950 Fb-2E Custom-Louisiana Pacific-Custom Bendinq Stress: Fb= 2950 PSI Shear Stress: Fv= 290 PSI Modulus of Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc_perp= 1020 PSI Adjusted Properties Fb' (Tension): Fb'= 3492 PSI Adjustment Factors:Cd=1.15 CF=1.03 - Fv': Fv'= 334 PSI Adiustment Factors: Cd=1.15 Design Requirements: Controllinq Moment: M= 6933 FT-LB 5.25 Ft from left support of span 2 (Center Span) Critical moment created by combining all dead loads and live loads on spin(s)2 Controllinq Shear: V= 2271. LB At a distance d from left support of span 2 (Center Span) Critical shear created by combining all dead loads and live loads on span(s)2 Comparisons With Required Sections: Section Modulus (Moment): Sreq= 23.83 IN3 S= 42.78 IN3 Area (Shear): Areq= 10.22 IN2 A= 27.75 IN2 Moment of Inertia (Deflection): Ireq= 131.02 IN4 1= 197.86 IN4 ��t��aS'.6s497fFPlrt7pf1 �ryV lino yVH:•�• 1':1P rIjSEP lKlU +i „ a f )IFS CORP SEP 2 1 2007 i a APPROVAL, I.>miTED TO I FACTORY BUILT PORTION Multi-Loaded Beam[2006 International Residential Code (05 NDS))Ver: 7.01.12 By: Matt Ross , Penn Lyon Homes Corporation on: 09-19-2007 Project: 07-093M-Location: RCB4(W=TRUSS CC531901) Summary: (2) 1.5 IN x 9.25 IN x 10.5 FT /Gang Lam-2950 Fb-2E Custom-Louisiana Pacific--Custom Section Adequate By: 51.0% Controlling Factor: Moment of Inertia/Depth Required 8.06 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 3000 2641 Ibs @ 0 ft 1500 Shear (Ibs) 0 -1500 -3000 -2641 Ibs @ 10 ft 7000 - 5 ft 3500 Moment (ft-lb) 0 -3500 -7000 -0.4 -0.2 Deflection (in) 0 0..2 0.41 0.348 in @ 5.2 ft Center Span = 10.5 ft Controlling Load Cases: Shear: Critical shear created by combining all dead loads and live loads on span(s)2 Moment: Critical moment created by combining all dead loads and live loads on span(s)2 Deflection: Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM A B Center.Span = 10.5 ft Reactions Live Load Dead Load Total Load Uplift Load A 1297 Lb 1344 Lb 2641 Lb 0 Lb B 1297 Lb 1344 Lb 2641 Lb 0 Lb Center Span APPROVED Uniform Loading P S CORP Live Load Dead Load Self Weight Total Load W 247 Plf 248 Plf 8 Plf 503 Plf. SEP 2 t 2007 APPROVAL LIMITE,YJ TO FACTORY BUT1177 .PORT10N _k Project:07-082 Description:MAIN HOUSE Name: MWR Date:9/19/2007 ^i�LiR-gym TRUSS LOAD 321 321M MATE WALL SELF LOAD 20 PSF 1 ST FLOOR WALL LOAD O 150 ROOF DEAD LOAD 17 PSF 2ND FLOOR WALL LOAD 0 150 FLOOR AND CEILING SYSTEM 20 PSF 2ND FLOOR LOAD 360 ❑ FLOOR ONLY 10 PSF 1 ST FLOOR LOAD 460 ❑ GROUND STORY LIVE LOAD 4❑ PSF FLOOR/CEILING SYSTEM FLOOR 1 0 120 >1 ST STORY LIVE LOAD 30 PSF FLOOR/CEILING SYSTEM FLOOR 2 0 240 :GEN ERAL.�iEO METRY.YALU ES.: .... ..- ::. .: '< '. 5" 5'e;z..�'�.,27 ud..;` T•-�:�r„FOT.'� ... .... _.. .... a • TRUSS SPACING 1.33 LIVE AND DEAD LOADING 1 1 61 1 001 MODULE WIDTH EXTERIOR SIDE 12 TOTAL LOAD 21 61 MODULE WIDTH INTERIOR SIDE 12 :o: TRUSS HEIGHT 4.0 - FT 'W+;1 ' 4ZGOF,SYSTEM 1—DAD'1NG .; € - TRUSS LOAD 237 237 TOP CHORD LIVE LOAD 20 LBS GABEL 0 0 TOP CHORD DEAD LOAD 10 LBS 1 ST FLOOR WALL LOAD O BO BOTTOM CHORD LIVE LOAD O LBS 2ND FLOOR WALL LOAD 0 S❑ BOTTOM CHORD DEAD LOAD 10 LBS 2ND FLOOR LOAD ISO O 1 ST FLOOR LOAD 240 O I.T. RE!'CTIONS, ';:;; FLOOR/CEILING SYSTEM FLOOR 1 ❑ 50 TO CENTERLINE B53 LBS FLOOR/CEILING SYSTEM FLOOR 2 ❑ 1213 TO PERIMETER 630 LBS MIMI WIN Uadl[lg'C0A1dItlOI1S :;i ! .. LIVE AND DEAD LOADING 657 577 TOTAL LOAD 1 234 t Truss Loading _::( Single Rxn i� 1st Floor Wall Loading `�'t Full Wall n r B'CeilingsUNMNROA tides 4�Fd ° � C 8.5'Ceilings TRUSS LOAD 20 11 t 9'Ceilings GA6EL ❑ zO .................................... 1 ST FLOOR WALL LOAD O BD P— 2nd Floor(2 Story) 8'Ceiling 2ND FLOOR WALL LOAD ❑ SO 2ND FLOOR LOAD 20 ❑ I—Transverse Truss Longitudinal 1ST FLOOR LOAD 27 D FLDOR/CEILING SYSTEM FLOOR 1 ❑ 7 FLOOR/CEILING SYSTEM FLOOR 2 0 13 n em s " Are ._ www� 1?s K IFRL LIVE AND DEAD LOADING 67 21 1 TOTAL LOAD 276 � i_f1y'iiTi to t J `,e1514:alSBABBdf6da®�s OF MA�sj SEP APPROVED ROVED PF,S CORP SEP 2 1 2007 APPROVAL LINTITTA)TO FACTORY BUILT PORTION � Project:07-082 Description:MAIN HOUSE Name:MWR Date:9/19/2007 REeNBT�t ®8t�1tTgr �� � WNW) 0"�`�. mad wratfs"I Side w!XTTc-A 'Break 001- ?' Mate Wall Self Load 20 psf Live LD(plf)I Dead LD(pl Total LD(plf) Roof Dead Load 17 psf 657 1 577 1 1234 Floor and Ceiling System 20 psf Floor Only 10 psf Yali,Lna�andBreaJcouirn s, � ground story live load 40 psf Live LD(pl Dead LD(pIf)J Total LD(plf) >1st story live load 30 psf 67 211 278 once i Erern6rrtaryrsfacesBelox!, 6.0' 6.0' 4234 Jbs 4369 Ds.." 54721bs 4679 Jbs 10151 Ibs:; s� ,Tnbuta Dis#ante"B 2 6 Y Tributary Distance A=2.6' 2 2477 lbs. 619 lbs. 3096 lbs. Tributary Distance B=2.6' Znbutary istance A 2 6 3 4234 lbs.' 4369 lbs 7794 Jbs.`' 6680,Jbs 144741bs '. s Tnbutary Distance B 2 t) Tributary Distance A=2.0' 4 4643 lbs. 4003 lbs. 8645 lbs. Tributary Distance B=2.0' Tnbuta Distance A 2 0 ry ` 5,;; :.5040 Ibs 5230 IbS 9003 Ibs'i 7642 Ibs 3 1.6645 Ibs Tnbutary Distance B 3 4 Tributary Distance A=3.4' 6 3502lbs. 3632lbs. 7769lbs. 5667lbs. 134361bs. Tributary Distance B=3.1' .. ..................... ......... ......... .................... ......... ......... .................... . Tributary Distance Q 3 1 ,`.: 7, 4549 lbs. 2816 lbs;' 7364 I P 3 Rr T ; TnbutaryDistance:B 23 � - g 1 t O ^� Tributary Distance A=2.3' Tributary Distance B=.0' ! ` `_ 8 2480 lbs. 2575 lbs. 4404.Ibs. 3766 lbs. 816U�b ; : 2007 . tt JJ .........T.-I ..... ......... ......... .................... ......... ......... Tnbutary Distance A 0 t�Eq lSSIFYI, Tributary Distance B 0 — tiJ4 4(k,5 '°r'� Ibs Ibs f y Tributary Distance A=.0' lbs. lbs. c`Ibs�•-r.: ;� s Tributary Distance B=.0' Tributary Distance A .0- ................ -�l ,•Gi;:� — lbs. lbs. Tributary Distance B 0 Tributary Distance A 0 lbs.. AN� �, NEE Tributary Distance B=.0' F co ` SEP 2 1 2007 APPROVAL LINHITED TO FACTORY BUILT PORTION I Job Truss TNsaType Dly Ply PEN N LYON ! 43610 CC531901 HINGED ATTIC 1 1 PAGE 1 OF Universal Forest Pmducls trK..Grand Rapids,MI 49525 Desi a CDD 6-0-0 12-0-0 24-0-0 8.500 a Dec 14 2008 MTeR Indusblee,Ira:Fri Sep 14 08:00:43 2007 Pape 1 Pre-Fab Conar Tie(one face)Attach with 2 rows of nails spaced 3'o/a 8-0-0 6.0-0 12-0-0 Nails shall,be 0.131'die. 0-p0 Fyb=700000 psi Conrormhlp Ia - "+ ry J ' ASTM Standard F1667 DHPIO /i ^cr 7 2x4 II 3.09 12 H OF a 5x10= Dix"O Hinge Pl2le piP)Joint(,)C. y^ti T 76 bx4 MAssq� �� SnaHlr!nl,nifi-07.rc:Iot.la o -,.� . x10 O� 7iG ,%�j� YO g►E.t�setytt�i���.p 1'�, I ` .§ 12.00 ,2 BEH18E t0 I$ �j �4J� Flc CD � N a ^ry�o 3 4 ,J� 4z4= 2x4 II 4.4 U ii11r sL a�-0 11-10-0 o 2� BEH18D - I IOME MANUrAC.TURr.R MUST INnI':\LL(11 RST-' 4 ^ria BuilMin O5-07(ur. a BIr4P90t1 riAFTFN TIE(91 AT JUI41 is)a 3 e5 A \, +n.d tsud.e,n-atknl 5-10.0 AOFESSIONP vFF�cr _ -21 SCE SIMPSON 87 ROWA-TIE..TFC.1041CAt.CULLE Till jn'• 4 T-1`13SO.,P.F FOR ACCEPTABLE TWEE OF CONNECTIONS:Nh FASTENER SPECIFICATIONS. 12 0-1-8 6-0-0 I 11-10-0 ( 24.0.0 f 0-1.8 5-10.8 .5-10.0 '124-0 - Plate Offseta L'0.7-8 0.0.12 2:0.0.11 0-0.0 3:5.3-15 5-0.1 5:0.1-15 0.0.5 8:0-i-t4 0.1-8 - SPACING:2-0.0 SPACING:14.0 SPACING:I-O-O LOADING(psQ LOADING(psQ LOADING(psQ SPACING 2.0-0 CS70IT bEFL hi (IOC) Vtleft Ud PLATES GRIP TCLL 20.0^ TCLL 30.0 TOLL 40.0^ Plates Increase 1.15 TCDVe FFL) 0.In 13 >331 Uri t MT20 GRIP 4 (Ground Snow^�30.0) (Ground Snpw=46.0) (Ground Sno%-60.0) LumberIncrease t.15 BCVed(TL) •0.39 13 s958 1B0 MII16 141/138 TCDL 10,0 TCDL 16.0 TCOL 26.0 Rep Stress Ina YES WBHorz(TL) -448 14 Na IvaBCLL 0.0 BCLL 0.0 BCLL 0,0 Code ISC2006/TPI2002 (M - Weight 12216. I{ BCDL 10.0 BCDL -5.0 BCDL - 20.0 - - 1 LUMBER FORCES(to)-Maximum CampressloNMaximum Tension 7)This truss has been designed as per IBC Sect,1605.3.1.1 Load reduction,for multiple live loads. TOP CHORD 2 X 4 SPF No2'Excepl' TOP CHORD 8)This truss has been designed for a 10.0 par bottom chord live bad nonctinwrrenl with any other live Ti 2 X 10 LSL Truss Grade,T2 2 X 6 SPF Not 1-2 = 480/335 2-3 = •6661418 34 = -1361359 loads. - BOT CHORD 2 X 4 SPF No2'Except' 4.5 = .611366 5-6 = .1131350 6.16 = -76/352 B)All plates are MT20 plates unless otherwise indlwled. B7 2 X 10 SPF No.2 7.Is = -01362 7AS = 0/269 6.10 = -931262 10)See BEHIB DETAILS for plate placement , WEBS 2 X 4 SPF Not•Except' 8-9 _ .144WI137 - 11)Provisions must be made to prevent lateral movement or hinged member(s)during transportation. W7 2 X 3 SPF Stud,W3 2 X 6 SPF No.2,W2 2 X 6 SPF No.2 BOT CHORD 12)See DHP18 DETAILS forptate placement(DHP18 Patent Pending). .. BRACING 10.11 = •102511343 9.10 = -1026/1343 1.13 -6/4 13)Al additional member Connecgons shall be provided by others for forces as Indicated. TOP CHORD Structure[wood sheathing directly applied or 2-2.0 oc purling. 12-13 0/0 14)'This truss has been designed for a live load of 20.Opsf on the bottom chord In an areas where a BOTCH CHORD WEBS - rectangle 3-0-0 ton by 2.0.0 wide will 01 between the bottom Chord and any other members. ROT 3-13 -3841839 5-14 = -1320 7.11 = -193192 15 Provide mechanical Connec l tion Rigid calling directly applied. 0-10 0284 8.11 •MOV1056 ) (try others)of truss to bearing plate capable of withstanding 2001b uplift int WEBS REQUIRED FIELD JOINT CONNECTIONS 18roN/A1,2231b uplift atjoim 11,429 lb uplift at joint 9,439 Ib uplift at Jain 12 and 227 to uplift at joint 14, 1 Raw al midpt 6•11 -Maximum Compression(Iby Maximum Tension(lb)/Maximum Shear(Iby Maximum Moment(IWn) 17)This Cosa is designed in accordance with the 2006 International Building Code section 2300.1 and i REACTIONS Vb/slze) 4=90/359/203r3949,5=1 1/202 5 0/9 0 24,7=0/363f335/0,13-394/839/O10 referenced standard ANSMI 1. I 1 = 497/0.3•8 NOTES (20.24) 16)NIA I 11 = 51B/0.3-8 - 19)In the LOAD CASE(S)section,bads applied to the face of the truss are noted as Rent(F)or back(8). Wind:ASCE 7.05;120mph Q241n p 9 = 429/0-3.8 1) .c.;h=30R;TCDL=3.OpsC BCDL=3.OpsP,Category II;Exp C. 20)Thia inks has been resigned In nccpniance 1 ith the 2006 iBC Sar.2303.4,2,200a IRC Sec 002.tC.2 ' - 12 = 500f0.3-8 an MWFRS gable end zone and C-C Exleri0r(2)zone;Lumber DOL=1.60 plate grip DOL=1.33. 2f)Tgle truss hna b.on dnnignea vo moat Iho 2003 IP.0 SocOvn 2305.10 7.1;2003 IRC RBg2.10.2 _ 14 _ This Wss is designed for GC for members and forces,and for MWFRS for reactions specl0ed. 22)This utrss lion been ditalgned to rrriol2COd BCNYS sec 2303.4(9uiknng Code of NrN Ynrk Stain). Max Hors 120/0-3-8 2)Wind:ASCE 7-0M 147mph Qi6In D.C.:h=308;TCOL=4.5psf,BCDL=4.Spsf,Category 11;Exp C; 21)This truss has boon designed to meet 2002 RCNYS R802.10,2(Rasidprdal Coda of No.,,York Slain). enclosed;MWFRS gable end and C-C Exterior(2)zone;Lvmber DOL=1.60 plate grip DOL=1.33.This 24)Take prevauilon 1.keep 14a efronds In plane,any bun<nng of taiutrlg of[Ile hingu plait.must be mpafsd 1 = 756(LC 9) truss is designed for C-C for members and forces,and for MWFRS for reactions speclted. before Ill.building Is put into service. uplift----- 3)Wind:ASCE 7-05:150mph @121n c.c.;h=30ft;TCDL=S.Opsf,BCDL=B.OpsF Category 11;Exit C; 1 -200(LC 8) enclosed;MWFRS gable end and C-C Exledor(2)zone;Lumber DOL=1.60 plate gdp DOL=1.33.This 11 - •223(LC 9) Imes is designed for C-C for members and forces,and for MWFRS for reactions specified. 92 439(LC 9) Category ^TCLL'ASCE 7-05;P9=30.0 psf(ground snow);Ps=varies(min,roof snow-20.0 psl)see bad Cases; - "i IV 14 = -227(LC 9) Category 11;Fxp C;Partially Exp.;Ct=1,1 p� rev 5)Roof design snow load has been reduced to account for slope. - �A.. p� 662(LC 19) 6)Unbalanced snow(pads have been considered for INS design. 1 �OV 683(LC20) A WARNING-Verfry design Parameters and READ NOTES VnNa=el Ferul Pradeeb,I= 2S01 FAST a EL11We RD,HE I w q�q PHONE(916f3846161 FAX(SIM3SSe06a GRAND RAPIDS,N I 830(LC 20) Thb bvMnp mmpvnenl hoe er,tybeen dnlpmd(01Vil bed m4don Sib dr.nh,p.Cenaave.pn and He-,rxmehem no be.n eanaldarad.The bupderNrmpenalMe 12 Fit'/Ess1ren(y 660(LC 19) - .vr ONnp meeroea sod aplem dealOn.eu0di,r,vnalM00ea ern daEned under e.eevn 2J e1 TP11.200L Thb dnl0n la b-d vntyvpen mN,,-ion ah-nd b rer 1A,2 +ArJ 170(-C 19) nbMNMveI DWidlrq mmpvnmlbhslmWOed end boded Tedkeap.ApplkablSryeltleelpn Wnmeien end proper lnpapere0enef mmpmenl tareepenabSly. Mln0 deelpmr-eel Ore.dsrbner.eratlna.hewnblar blvrel mpperle(Indnkue!nab mamben mN•Adelponel lemperery b,eebpbMtrne e46Nly dudnpmmwe0m iV\ n 6S,e reapenRlblllrrel as oracle.Addlaenel pamumnl brptlrq el qe e.araneWeWrebUelaaPe,vR0lry er ptv bAdlnp eeaipner.FeramareipWdenm npeMnp i •�• �,y4 bbemlbn,xueliry mnlrel.ab,sae.deRrary.erecaan one bndnp,mmunBwllAa ham Weed Tnua Cepncp efpmedm one Tvae PloN lnfbtule Remmmenticaen ereneDie • from WeedTwe Cwndl vrAma4-W0Enlerprbe LN,Medb.,wl SOTle JUvppvrNAOaRsvppUeTphieeWrp.�e Le�pnbM peer bp.VnNenN FeralPnducb.lna Job IT, 5e 1'pe ary Ply PENN LYON " 43610 CC531901 HINGED ATTIC 1 1 PACE 2 of z Universal Forest Products Inc.,Grand Rapids,Ml 49525 Desl nor CDD 6.500 a Dec 14 2005 Mrrek Industries,Inc FA Sep 14 05:00:43 2007 Page 1 1punlrnr - ~ „ppr illy.... a` .. ..... �tJ w: FR .��pF vEgrLj c+�k W. Fq 1C�c� tea: �2160 F�y %Q a V1..Fgic�O2 NO.8024 Z:k I STRUCTURAL I i _ _ O' <r02215�O ke �0,�' - �'!.,F�,S/ E.NS rt;Ok J,rrONAly,,s � ..S/Q `.>GC� nriipmm�P.. NA 4s0 gE0157E8ED . - a�CI PROFESSIONAL ^�:, ..� KEVIN W: •�,,. . KEV.IN.W..FREEMAN FREEMAN 0 10090 PE054541kNAI��G`� rrr Na E A M pFIllf,'r �� .�S. if o ?'. - KEVIN W. FREEMAN ., + N0..0:345y.8 : °.;oa•...yD 2,5631 ..27td,,•` A ,,ry�pssO NG`; 9 4� J Jr nNAL,E�o> •O, �4 Professional r r'ti'rti0 r,b Hi�r ion. hereby certffy that these documents werte prepared or approved by me,and that I am a duly licensed professional engineer under the laws Of the State of Maryland, License No.25531,Expiration Date:10/20/2008. n"l7 UnNend Fer..l Predueb,Ino. e01 PAST SIEMENS RD.HE ® p�y.� ®b�Wo RNIN,GbYVer design pmarame�e�as�aNd READ CAI�TPH% 2 �4m min.. ao•la.r�wg.Tine bulGRAf D RAPIDS.•�e�d� C pie 09 yrr1 rortlNnFm•Wod••nd.nl.m deeps.au0d•r napon•mwu•r•n dosn•d und.r nceon 2.a er TpnaOOL Tkb dubs le be.ed onN upon p•nm.l.n.bewn,nndbror m�� y —)�Md enW W.alb.WZ mmPs-1Wb•wwbd.nd le.d•d vQaaur.APPuo•bMty,I d••IOn p•nm•pm am proper lncmpa,Uo r mmpomnt Isrn.penswit,or building yd 1~ r W d••IOmr•not bu.ed•rlpn•r.Baelnp•hovmb(.,rs.nl•uppert or lndlrldu•I mb m•mMnonly.Addllbn•11•mpenry broelnp le in—II.bNry dudng mr ,sm - +'� af4 . brb.Inpan•WpltyerN••ne-Addict-1p.mnn..t bndng If Wr ov 011 W,W,d bN.rnpenrPoEry of tl�s W11,11 g de.lgnn.For F.n.ad OuWna ng•Min, yy ✓� r.bdallen.qu.11ly senlml,.Weg•,dedrery,.rsc0on•nd bnedne.—eft goal 143 ham Weed Tmn Deumll•(Am.rlm end Tm-PeaI In.VWb q�ammeml•gen.vapW. y`sd fr.m Wmtl TWe Ceundl PlAm•da 6200 EnNrydd.LN,M•dl•dn,WI60218 J;buPpaneAlukSUP,%W"l-sWr,.ma Qrpydgnt200y bp;Vnir.nal F—lProAueb,lne. y b P� O '"0 1=1 .. 00 TOWNr . 2007 DEC 14 AM 8. 39 .� 76 f P { F ° aa •� .tee+•-,,. `� f� � � - � _ � - � f � r - �� y 'i l �� . � , . +� a i +; �! �� _ / i c! 4 i 4f �''l • I 21J 1t JA apt 1�j_3 I {1 IL' 6'`0" #5IIDOWEL 24" LONG 10" EXIS. FNIDN �. 7" INTO EXITING FNIDN WALL WITH EPDXY ADHESIVE 1'-0" O.C. ENTIRE WALL HEIGHT IS. ON t � — a 5'-3" FILTER F BR • Sr-3" �IC � 3'-2" r 1 1/2" MINUS STON LOW GRADE ^U 2" PVC DRAIN 3 EVE -,PAVP-, � en 2 # 5 ® 12"O.C. ® Fa 3'-6" - 3'-6" mobrl 30" MIN COVERAGE 10" P-0" 004 V o • �g04 ® � #5 @ 12" O.C. w w m z 4'-0" ��— 4'®" ®� TOIL VI EW SRDE VR W SEC TRON 2 EACH, ONE LEFT, ONE RIGHT ( MIRROR IMAGE ) t� NOTES; 1. CONCRETE STRENGTH[ = 3,000 psi a 2. REINF0IRCING STEEL GRADE 60 MIN. I 3. MAINTAIN 3'-6" MIN GROUND COVER OVER FOOTING Z BOTTOM. 4. FOOTING TO BE POURED ON UNDISTURBED SOIL. J _ 5. ALLOWABLE SOIL PRESSURE ASSUMED 3,000 psf. - -. Qo I 6. ALL DIMENSIONS PROVIDED BY THE GENERAL CONTRACTOR, � + AND MUST BE VERIFIEID BY G.C. BEFORE POURING. .' s 7. NOTIFY ENGINEER OF ANY CHANGES TO DIMENSIONS ON.SITE. _ a' nt N; M CHMP PATE; 12 SCALD; NOfQ9 J013 #; 01059 fi . 31 • 1.� - F N s - x CONTINUOUS RIDGE VENT� � � ,��, �, RIDGE VENT is 3k x x 12 - _' —i3.88 3r� 12 12 12 " s 12 Al `t> i d ; r � _ $ DESCRIPTION r BY 09/17/07 CHG WIDTH k LENGTH/SUBSETS GLEN 0 FRONT ELEVATION RIGHT ELEVATION CONTINUOUS'RIDGE VENTS CONTINUOUS RIDGE VENT. x x5 pt4 m 8—NIX + DATE PRODUCTIONBY BUILDER: KELLY INDUSTRIES 12 JOB NAME: SILVERA - 112 MODEL: CAPE ANN (MOD.), SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 EM SEISMIC CATEGORY: B JL ® SNOW LOAD (Pg): 25 psf WIND SPEED (VRA): 90 mph REAR ELEVATION LEFCELEVATION PENN 4 I)LYON APPROVED j PF►5 CORP HOMES. CORPORATION PO BOX 27, PA 17870 SEP. 1 200/ (570)374-4004 . 1(800)788-4754 NOTES: DWAND maE: 1. ELEVATIONS ARE SUGGESTIVE ONLY. <' APPROVAL LIMITED To ELEVATONS FACTORY BUILT PORTION- DRAYM Dr: acre SHEET: 2. ALL EXTERIOR RAILINGS, DECKS, AND ACCESS TO GRADE BY OTHERS BGG 4/23/°' A1 .1 3. SEE SALES AGREEMENT FOR ALL MATERIALS AND SPECIFICATIONS. CHECKED E` 1 8" = 1.-O. 9/19/2007 9:52:40 AM - ' - . _ may... c°. .. .. _. -�..�_..__._ _.._. a,.._ .-- e :.'c .,.... ... t ac. .' '„•'•^'^'.aw'—,4r- __ _ - _ __ _ _ ' - 's.x Ewa.rt��c� ti '. = •, y,Y.;.--..s.-_ - -, - - - �- -- e - � -- - - - _ 5'-T � r 8'-11 1/2' 1 1U -2 x, 6 r. 4-7 - 3' RADON VENTS 304H Y` rxk 3048 Z 24210' STUB PLUMB TOKCAPE 2nd'� " ` W123 <6 4�1r/2" 10'-2" d w �-- HDR: (3) 2x10 SPF #2 4� N v "s 9'-1 1/4" W S83® ?ADO � s s A o°,J LABELS g s N 3""AWN VE r DATE DESCRIPTION 13Y .�r � '- cv 2.58FI 2 1/2" N \ 13a2A 09/17/07 CHG WIDTH & LENGTH/SUBSETS GLEN ltuP MIKKUWW'a" DINING ROOM I o o ell n x , rii ti Nil L� cm LIGHTBAR CHINA Lt+. N U DROP IN BOWL BEDROOM EN KITCHEN - -I W ' cn m 9'-6 1/2" t/2" RLL t i/z"Flu 3 I ILALL '� Q co z F —1 00 j ' OMIT 46" GYP. ' _ ¢ - M I - - N I W3612 -i W3030 �ry RCB ::(2)'f. .�z4 9 25 LVil _ .. PER bULE M F -- RCB4_ (2) 1.5" x 9.25" L.V.LcD M O � - ------ - - N N RC84: (2) 1.5" x 9.25" L.V.L 9 1 2" - Y (5) 2x4 SPF #2 , , SUPPORT STUDS PER MO_ J LANDING =i o IT in �OMR (3) 2x4 SPF #2 L- — — — — — — — — — — LANDING BSMT T 8/� � SUPPORT STUDS PER MOD . DA7E PRODUCTION COLUMN REQ'D t 3'-0" I 5-2" BUILDER: ' KELLY INDUSTRIES" m FAMILY RM N w P RAILING BY. I r,`k .: JOB NAME: SILVERA ICI OTHERS �:' ' - MODEL: CAPE ANN (MOD.) o IBI FOYER �, ' LIVING ROOM SITE LOCATION: HYANNIS; MA UP 13R BULLNOSE ' .ai COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B O HDR: (3) 2x8 SPF SNOW LOAD (Pg): 25 psf 3-CITE -LITE § 3068DBL WIND,SPEED (VFM): 90 mph - 3048 3048 1V 1�1- 3048 3048 SAFETY r GLAZE ,. g"-0.1/2" 5'-9" 3'-2 1/2" PFj S-2 1/2" 5'-9" 9-0 1/2" I)LYON NOTES: 1. 2x6 EXTERIOR WALLS, @ 16" O.C. °fl LOCATION FOR 4'-6" - 2x4 INTERIOR WALLS, ® 16" O.C. LOCATION FOR 4'-6" DORMER W/2842 WINDOW APPROVED HOMES CQRPORATION 2x4 MARRIAGE WALLS, @ 16" O.C. DORMER W/2842 WINDOW _.' - °� - PFS'CORP PO BOX 27, AIRPORT RD. SEUNSGROVE, PA 17870 2. 12/12 TRUSS ROOF, 16" O.C. F (570)374 4004 1(800 788 4754 ' NOTE: SEP 2 1 2007 3. 8-0 oR�� 4. -0" LI CEILINGS SGL HUNG WINDOWS W/NO GRILLS ALL MARRIAGE WALL CEILING BEAMS WITH A SPAN OF 6'-0" OR LESS ARE FIRST FLOOR PW'1 5. HOT WATER BASEBOARD HEAT (1) 2x10 SPF #2. ALL OTHERS ARE SPECIFIED:ON THE PLAN. ;.. ARE APPROVAL LIMITER TO oRnwn ar: DATE: 4/20/07 SHEET:' 6, FLOOR GIRDER TO BE (3) 2x10 SPF#2 PER MODULE ALL LOAD BEARING EXTERIOR WALL HEADERS WITH A SPAN OF 4'-8' OR LESS FACTORY BUILT PORTION A 1 •n 7. 2x10 FLOOR JOISTS @ 16" O.C. (3) 2x6 SPF #2. ALL OTHERS ARE SPECIFIED ON THE PLAN. cHEcxm er'-- s /1 I L t/4' = t'-0' 9/19/2007 10:04:00 AM a _ K U. -s .. .. .. PANELIZED V SHED DORMER& 7—a,; t £ fl �.. 1� 11'-0" 7'-0" IN 3048(2) 3048(2) 24210 3 wulo►+`w+? . SPF #2 .� � ' h 2x8 � 2x8 SPF #2 i _ I 13'-1 1/2" \�.wz`��ej� tls 49 � DATE DESCRIPTION p i 'E 09/17/07 CHG WIDTH & LENGTH/SUBSETS GLEN i t z i n�TQ It 114 7 Y BEDROOM #1 �� 'ir�laa F BEDROOM #2', �T. a ��and � • _ / 2 fit„, n I $. LQ R_C82: (2) 1.5 x 14_LVL O° _ RCB1: (2) 1.5x9.25 LVL _ - oO N i `oI NW 2 SUPPORT STUDS PER D. v . o � t I M W 2'SUPPORT STUDS PER MOD. LANDING {n o ---=-s o -----_ _ ---- o - - - SLOPED CEILING DATE __ ---- ------ - PRODUCTION �' � SLOPED CEILING LANDING . ._ N t4'-8" BUILDER: KELLY INDUSTRIES 9'-6 t/2" 6'-8" o v o JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) < SITE LOCATION: HYANNIS, MA . COUNTY: BARNSTABLE _+ HDR: 3 2x6 SPF 2 ZIP CODE: 02601 o s> SEISMIC CATEGORY: B HDR: 3 2x6 SPf 2 z r. s< 2842 SNOW LOAD (Pg). . 25 psf 2842 2'-3" 2'-3" WIND SPEED (VFM): 90 mph 2-3 2-3PEN N (OLYON HOMES CORPORATION O APPROVED Po BOX 27,AIRPORT RD. SELINSGROW, PA 17870 P R 0 P O S ED 2 ND L ... ,(800)788-4754 �+ (570)374-4004 TO BE FINISHED 0 � - S I TE B;Y OTHERS SEP z 1 2007 DRAWNG 7RlE. DRAWN BY: DATE_ SHEET: ` APPROVAL LIMITED TO BCC oa/zo/o7 1 FACTORY BUILT PORTION cHEcxm Rr: s� Al .3 1/4 t, ... 9/19/2007 10:08:00 AM • _. . n _ ti a xs.a e-.+.+i�'4id4�.:elea+^:.'w-s'W`4 i�h'S.....✓+^,'. _- s'r`v . i ,.♦ e. .. `y ..T}�'. . :FT'-.:j«�. .::.... _ �__ LE 700 FEB 14 Fri 12: 3 7 P. z a s b y� Aos pM • 4 "'dm QWt � � X m °J 1 A W i7CP C > Y � o� � o -41 � Cz W a 4 p I \\\ m W \ \ ,e, if w.w , ------------ Fq Im z to .., c' 0 z q R ED IN KA INSKI, F.E.29 Cf�N�aT1�le�ARA CRI�CILE I06 NEW ROAD -I, A Igo, (i CANTERBURY, N.H.03224 w v 603-783-0429 F 603-783-4472 alumong@vorizon.Ynvt www.aluminumfremingsystems.com CAGeneraf CaddtGXd1CVNNEMARA HYANNIS RETAIN.ggxd o 02M&2008—09,35 AM-- Scare 1:306 1405 i ro,_ LE 4> rl �. .1 fl 20911 FEB14 P1112, 3 7 DIVISION � m� � egzn zpqLK A+ en.o CI t K Q ri a I xo i i_ 11 A 04 O ©x - two am $. 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'} 603-783-0429 F 603483-4472 alumeng@vcr�izon.net t wOiw.aliimi numframi ngsystems.com CAGeneral CeddlGxdiCONNEMARA HYANNIS RE'FAfN.gxd—02(06&008—09:35 AM-- Scats 1.306.1405 r 3"ll FEB. 14 PM 12: 36 .� 'o fi w .r am. e, B Ag KS eEfgg7. p 0. *��` Z0 .r a s °fe n n o So.a z 43fa oo 13 ol t r f . f-ev ra n > 9 �` 29ONEAA CgIl�+ ll.t w 106 NEW ROAD is CANTERBURY, N.H-03224 s 603-793-0429 F 603-783-4472 -: CAGeneral CaddIGxd6CONNEMARA HYANN'IS RETAIN.gxd—02/06✓2008—09:35 AM-- Scats 1:30&1405 t vv 20193, FtB 4 PM 12: 36 a f a/ \ • 4-=a 0 *cT- o i z ® 4Q ei tdk�N ea Cd®p w cC1 +. <z CI M b r r < z �. _ �. .. zAl 0 Ey 0 „ < C ed Y it • O3�tN EMARA CIRCILE m 29 a n IN NEW ROAD ` �YANNIS, MA. ? a q CANTERBURY, MR,03224 m 03-793-0429 F 603-793-4472. 1 www.aluminumframingsystems.com F CAGeneral CacMGxd%CONNEMARA HYANNIS RETAfN"gKd—021 W008--09:36 AM— Scale t:306.1405 a l • r f r iii ie3 TABLE 2fy01 FF13 14 PH 12. 36 • � 1 o a R \ 0 1 C ® N .:.... - t•Qxr. m 000. >gO t7 z b m A 1; ` f • Z t 1 �i V m � ^Q WM � FY a 7 Boa NEW R��u p o F� �eRTlIS9L�. CANTER€�UY, N,H, 03224 ~ ` 03-7834429 F 603=783-4472 alumetng@verizon,net i C_tGe--i CeddtGxd%CONNEMARA HYANNIS RETAIN.gxd—0?J0WOOS--09:36 AM— Scale t:306.1405 1LOVI ?J fF 6Afi TABLE: 2an8 FEB 14 Ptl 12: 36 O O I H za b0� tr; td fo 4 O r ez tt z O � «,l w • b mto r 0; 1 4 : �. O M `` • z �' t to A c _ • • • • "� O O G R1 29 CONNEMARA CIRCLE EDWIN KAMINSKL F.E, a O I�.Y ANNIS, MA. 106 NEW ROAD CANTEROURY, N.H.03224 ,0 a o 603-793-0429 F 603-793-4472. , alume,ng@verizon.net III www.aluminumframiEgsys$ems.com CAGeneml CaddlGxd%CONNEMARA HYANNIS RETAIN.gxd—02AM*008—09:36 AM— Scale t:306.f 405 PROJECT NO. SERIAL N0. 0 7-093 11296 . PENN LYON HOMES PRODUCTION DRAWING INDEX ' REVISION # & REVISION # & r S RAWING # DATE DRAWING DESCRIPTION DRAWING # DATE DRAWING DESCRIPTION DRAWING REVISION # 8. [7 DRAWING DESCRIPTION DAT E FLOOR PLANS UPLIFT CONNECTIONS r PANELIZED DETAILS Al ELEVATIONS W1 SIDEWALL to TRUSS ROOF @ 16" O.C. PA1 PANELIZED LOCATOR _ A2 1st FLOOR PLANS W2 MATEWALL to TRUSS PA2 CAPE CLOSE-OFF WALLS " 1 A3 2nd FLOOR PLANS CID W3 SIDEWALL OPENINGS UP TO 43'-0" PA3 GABLE END WALL#1-4 ' A4 1st FLOOR MATE OMIT& WALL SET • W4 TYPICAL TRUSS PA4 PANELIZED GABLE DORMERS cil Mr. = A5 1st FLOOR UNDERLAYMENT. • W5 ON-SITE ENDWALL/SIDEWALL TO SILL PLATE PA5 PANELIZED SHED DORMER WALLS DATO I -DESCRIPTION BY F IFOUNDATION PLAN • W6 ON-SITE ENDWALL /SIDEWALL TO SILL PLATE PA6 PANELIZED SHED DORMER WALLS ' PA7 SHIPPING HEIGHTS - SHEER WALLS STRUCTURAL DETAILS FINAL FOR S1 STAIR DETAILS CONSTRUCTION S2 FLOOR FRAMING PLAN "A" S3 FLOOR FRAMING PLAN "B" 1O/ /Nyyr _ S4 CEILING FRAMING PLAN "A" DIM SPECIFIC DETAILS - SS CEILING FRAMING PLAN "B" DATE PRODUCTION BY D1 KITCHEN BLOW-UP S6 MODULE "A& B" TRUSS SECTION 10/24/07 COMPLETED PRODUCTION JAE - 10/24/07 RELEASED TO PRODUCTION JAE BUILDER: KELLY INDUSTRIES. JOB NAME: SILVERA SPECIALTY DWGS MODEL: CAPE ANN (MOD.) E1 1st FLOOR ELECTRICAL PLAN SITE LOCATION: HYANNIS, MA M1 HEAT PLANS-(HWBB, ELBB, HVAC) COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B y SNOW LOAD (Pg): 25.psf WIND SPEED (VFM): 90 mph (OPENN LYON HOMES CORPORATION - PO BOX 27, AIRPORT,RD, SEUNSGROVE, PA 17870 (570)374-4004 1(800)788-4754 INDICATES ON-SITE CONNECTION(S) REQUIRED ONAvnNcrmE - IriDLX . DRAWN B'f: - DATE SHEET: -- CHECKED BY: SCALE NTS 10/29/2007 9:41:39 AM --- CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT PROJECT No. SERIAL No. t 07-093 11296 r 12 12 - --3.88 12 12 w . O 12 - ' ;DATE DESCRIPTION BY "' t2 09/17/07 CHG WIDTH,& LENGTH/SUBSETS GLEN r' : cc q . C + ET I I ol 10 F-1 } C GRADE FINAL FOR r GRADE FRONT ELEVATION - i _, 4 RIGHT ELEVATION CONSTRUCTION CONTINUOUS RIDGE,-VENT VENT DATE PRODUCTION BY NOTES: "' 10/24/07 COMPLETED PRODUCTION JAE CONTINUOUS RIDGE VENT. 1., ELEVATIONS ARE SUGGESTIVE ONLY. , t2 3.88� 10/24/07 RELEASED TO PRODUCTION JAE 2. ALL EXTERIOR RAILINGS, DECKS, AND"ACCESS'.TO GRADE BY OTHERS BUILDER: KELLY INDUSTRIES 3. SEE SALES AGREEMENT FOR ALL MATERIALS AND SPECIFICATIONS.' -. JOB NAME: SILVERA t 4 MODEL: CAPE ANN (MOD.) NNIS, MA aa � Boa ® .: SITE LOCATION' HYA COUNTY ..�� � BARNSTABLE , ZIP CODE: .-. 02601 u E] F77— Ll 12 .SEISMIC CATEGORY: 6 . 12 .• SNOW LOAD (Pg): 25' psf _ WIND SPEED (VTT,1): 90 mph 0 PENN LYON o HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 ® (570)374-4004. 1(800)788-4754 DRAWING T E: GRADE ' ELEYA1lONS GRADE a DRAWN BY:• BCC ' .4/23/07 sNEEr: REAR ELEVATION LEFT' ELEVATION CHECKED BY: Al a _ 10/29/2007 9:41:56 AM o. FSHED TRUSS MUST LINE 36'-0" PROJECT 07��093 SERIAL 11296 WITH CAPE TRUSSES 4,-7„ R 13'-6 .1 2" , " 5'_7" 3"'RADON VENT 242 t 0 3" MAN VENT W RAISE 3 4 FOR ALL 3048 2 / ON-SITE HARDWOOD ® ® ® 2'VENT 2 FUTURE VENT ® 3048 HDR: (3) 2x10 SPF #2 W2730` w1230 6'-4 1/2" S636 o AT0 (2 DRAIN/4" WITH ROUND S ! (2),3/4" SUPPLIES t, ' o 2 3 4" SUPPLIES O. o LABELS N 5 F 2. °81 L OR HWBB N DINING ROOM -? 1/2" BATH 12 ON SITE 3 4" HDWD c �° . (TORONTO 69M) rn _ / VENT RANGEHOOD¢ o II I DATE N BY OTHERS "' THRU SOFFR OUi EXT N 3 II �4 3 `� N DESCRIPTION BY \ I KITCHEN _) z_ BEDROOM/DEN`, 09/17/07 CHG WIDTH kLENGTH/SUBSETS GLEN TORONTO 69M �Q a ��'�' °; ON-SITE 3/4" HDWD .- I ( ) ao o o o cmr ��/ 2 VENT BY OTHERS in Cr) � O I 7'-7 1/2" m \ 71- M W °° 9'-6 1/2" 1/2" Flu 1 1/2' FILL 3 A T T y Z � i1tf1�L o _M OMIT 46" GYP. I Of 618 ��`'^� �� ,MI " " ���\Q J T Z I Q "�� OMIT 46 GYP. u.j w Q yw RCB (2) 1.5 x 9.25 L.V.L. `L m w J I J c - W3612 W3030IN -c¢a ¢ o '. o o - RCB4: (2) 1.5" x 9.25" L.V.L_ PER MODULE Z FINAL FOR W °° Z N N RC64: (2) 1.5" x 9.25" L.V.L. 3'-1 3 4" 10'-6 1 2' 00 OC' / 9 1 2' 3-0 3-0' / CONSTRUCTION o z li. z � � ; _; 0 6 J � �' I oDM 10/24/07 CADU) ff'7 o Z ¢ M DATE PRODUCTION BY o = zo " 10/24/07 COMPLETED PRODUCTION JAE r- W 0 3'-0' ..' 2'_0 , ¢ w w v x 3'-6 I ADD L BSMT 10/24/07 RELEASED TO PRODUCTION JAE w = u-iv°i \ GM' ICI RAILING BYREO'D I FAMILY RM BUILDER: KELLY INDUSTRIES ckf w I ICI OTHERS F0 o I w m ON-BY OTHERS HDWD i . V) ¢ J ¢ Ey JOB NAME: SILVERA m W 9 it Ao LIVING R00M UP 13R R i I o� w MODEL: CAPE ANN (MOD.) cr> = o = ON-SITE 3/4":HDWD z o ON-SITE 3/4' HDWD BULLNOSE SITE LOCATION: HYANNIS, MA L' o BY OTHERS BY OTHERS COUNTY: BARNSTABLE ¢ \ \ ZIP CODE: 02601 Ll W l.� mum - a Q m ��6d, o SEISMIC CATEGORY: $ = o o U, ;:, A a I �, SNOW LOAD (P'): 25 psf C= ¢ w N N 3-LITE 3-CITE WIND SPEED (VFM): 90 mph E J J 3068DBL zLa HDR: 3 x8 PF �' ' � •,® w- 3048 3048 SAFETY O..2 S #2 3048 3048 PENN GLAZE v NOTES: 3'-2 1/2" 9'-5 1/2' _ 26'-6 1 2" 32'-9 1' 2„ 3'_2 1/2^ 1 ON -OL 1. 2x6 EXTERIOR WALLS, @ 16" O.C. *' _ .2x4 INTERIOR WALLS, Q 16 O.C. - " 8'- 2x4 MARRIAGE WALLS, @ 16" O.C. LOCATION FOR 4'-6" � HOMES CORPORATION LOCATION FOR 4-6 � (PO 570�74�4004 PORT RD, SELINSGR(�00')�88�4754 70 2. 12/12 TRUSS ROOF, 16" O.C. DORMER W/2842 WINDOW DORMER W/2842 WINDOW 3. 8'-0" CEILINGS � - ` DRAWING TIRE 4. SILVERLINE SGL HUNG WINDOWS W/NO GRILLS FIRST FLOOR KM 5. HOT WATER BASEBOARD HEAT 6. FLOOR GIRDER TO BE (3) 2x10 SPF#2 PER MODULE GRAB'BY. BCC DATE 4/20/07 s"E`� 7. 2x10 FLOOR JOISTS @ 16" O.C. G"EM�` � KS 10/29/2007 9:42:12 AM PROJECT NO. SERIAL NO. ' SHED TRUSS MUST LINE 36'-0.. 07-093 11296 UP WITH CAPE TRUSSES PANELIZED SHED DORMER 7'-0rr 11'-0" 11'-0" . 7'-0°14 t r . 3° RADON VENT ' ®. 3048(2) 24210® ®. .® ®. 3048(2) . HDR: (3) 2x8 SPF #2 HDR: (3) 2x8 SPF #2 13'-1 1/2" .�� 12'-11 1/2" i DATE DESCRIPTION BY 09/17/07 CHG WIDTH k LENGTH/SUBSETS GLEN BATS #I. It i. d 8'-0" N N BEDROOM #i ; ' + i BEDROOM #2 Lo N �6 FINAL FOR N RCB1: (1) 1.501.25_LVL 6�/0 - RCB2: (1) 1.5 x 18" LVL _ ^ W/2 SUPPORT STUDS PER MOD. 2Xs WALL W/2 SUPPORT STUDS PER MOD. - CONSTRUCTION N 00 - - - N DA? 10/24/07 LANDING o t Ckf o _ j _ DATE PRODUCTION BY SLOPED CEILING _ "' SLOPED CEILING a SLOPED CEILING 1o/2a/o7 COMPLETED PRODUCTION JAE — - - - -1' . �- - �' - -- - - - - - - - - -1 r - - - = - 10/24/07 RELEASED TO PRODUCTION JAE 9'-6 �1/2" BUILDER: KELLY INDUSTRIES 7'-5" 13'-11" JOB NAME: SILVERA 3'=0" MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA - COUNTY: BARNSTABLE N ZIP CODE: 02601 CD HDR: 3 2x8 SPF 2 o HDR: 3 2x8 SPF 2 _ SEISMIC CATEGORY' B L - SNOW LOAD (Pg):' 25 psf -_ 2842 _ 2842 - WIND SPEED (VFM): 90 mph -I 2'-3" 2'-3" I 2'-3" 2'-3° PENN . 8 (OLYON 4'-10" 4'-6" 17'-4" 4'-6" 4'-10" HOMES CORPORATION e ' (0 BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 r " 570)374-4004 1(800)788-4754 PROPOSER 2 ND �FLO O R.- . � DRAWING DTLE PROPOSED 2ND FLOOR TO D E: FINISHED O N SITE BY BOTHERS DRAWN Bf BCC 04/20/07 SHEET: - A3. - .. CHECKED Bf: SCN.E: NTS 10/29/2007 9:42:18 AM` PROJECT NO. SERIAL N0. 9'-7 1/4" 18'-0 1/2' 3" RADON VENT 24,-11 1/2" - 07-093 11296 3" MAIN VENT W/ ® 2" VENT f2"-FuTURE VENT i I � Oo: j `cal i (2) 3/4.3" DRAIN WITH ° SUPPLIES rOrl 71 (2) 3/4" SUPPLIES _ FOR HWBB �o Ll o a I o DATE DESCRIPTION BY • q I � � �`�`J_�_ � 2' VENT _ i N C-4 1/2" N CN (2) - I(3) I (5). (3) 3} c3) - - - - - - FINAL FOR TF (5) _ (3) (3) CONSTRUCTION _J (2) io o7 C14 DM /PA/ DATE PRODUCTION BY } ' cv 2'-4 1/2" N. 10/24/07 COMPLETED PRODUCTION JAE 5'-2" 10/24/07 RELEASED TO PRODUCTION JAE d BUILDER: KELLY INDUSTRIES w I JOB NAME: SILVERA F I MODEL: CAPE ANN (MOD.) o = LJ I SITE LOCATION: , HYANNIS, MA COUNTY: BARNSTABLE .1CA 1/2.� ?. " ZIP CODE: 02601 ' \ SEISMIC CATEGORY: . B SNOW LOAD (P9): 25 psf -1 w WIND SPEED (VFM):_: 90 mph ® ® ® - 23'-11 1 2" e)PENN LYON 1 1/2" OSB MATELINE OMISSION 3 1/2" ! HOMES CORPORATION 5 1�2 —� 9'-7 1/2" 8'-5 1/2"' 3_1" 3'_1" 1 1'-0" i PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 I _ I (570)374-4004 1(800)788-4754 . - - DRAWING TML -- - - - - - - - - - -- - - -- - - - - - - I . FlRST FLOOR WALL SET 18'-6 1/2" 21'-7 1/2" ;� 25,_0,� '. � 3 •_ " & MAHUNE OMISSION DRAWN Bf: DATE SHEET: 7TI, '-11 CHECKED E f: SME: A4 NTS 10/29/2007 9:42:24 AM PROJECT NO.' SERIAL NO. 10'-0 1/2" 15'-1 1/4" 10'-10 1/4" 07-093 11296 ®. ® I ITFFfa ® ® . 23'-11`e1 2r, TF c� o �� ^l i I co.. DATE DESCRIPTION BY 1 - - - - - - FINAL FOR CONSTRUCTION - ,- DAM 10/24/07 DATE PRODUCTION BY 10/24/07 COMPLETED PRODUCTION JAE } 10/24/07 RELEASED TO PRODUCTION JAE T BUILDER: KELLY INDUSTRIES I JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) U - SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B Tn Aka; SNOW LOAD'(P9): :; 25 psf y >' WIND SPEED (W m): 90 mph EE DM PENN (OL'YON 1 1/2" OSB MATELINE OMISSION 3 1/2 r I HOMES CORPORATION 9'-7 1/2" 8'-5 1/2" 3r_1 n o n u s I PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 —_� 3 P 3—1 L 11 —0 (570)374-4004 1(800)788-4754 H- - - - - - - - - - - - - DRAWING 7111E I — — , - FIRST FLOOR UNDERIAYMENT PUW '— 18'-6 1/2" DRAWN BY: DAM ,-jSHEEP: CNECIED ft. SCAtE• A5 10/29/2007 9:42:38 AM 36'-0" PROJECT NO. SERIAL NO. 07-093 11296 12'-0' FOUNDATION PIER LOADS - - - - - - --- - - - - - --- — =- - - - - = - - --- - - - PIER LLJLB31 DL LBS TL LBS FOOTER SIZE I — 1 5472 4679 10151 30x 2 2477 619 3096 24x24 1 _ - - - - - - - - - - - - - - - - - - - - - - -.� I { 3 7794 6680 14474 36x36 F- 4 4643 4003 8645 3000 1 8" X 16" CONC. FTG. W/ 8" BLOCK. 5 90D3 7642 16645 36x36 I I I ` 6 7769 5667 13436 36x36 I 8" X 16" PILASTERS REQ'D 10 X 20" CONC. FTG. W/ 10" BLOCK 1, 1 7 4549 2816 7364 24x24 I I AT, 1.2' 0" O.C. MAXIMUM 8 4404 37ss Stss 3IN! I XCEEDS PLH SHALL BE NOTIFIED WHEN STRUCTURAL 12 X 24 CONC. FTG. W/ 12" BLOCK S 840 210 1050 24x24 I I I' WHEN BACKFILL E • ,5' 0" W/ 8" BLOCK ALTERATIONS, SUCH AS ADDING STEEL BEAMS 6' 0" W/ 10" BLOCK TO CHANGE THE NUMBER'OF AND/OR THE FOUNDATION WALL LOADSCD T 0" W/ 12" BLOCK SPACINGS OF SUPPORT COLUMNS, ARE 1: � I INCLUDED•IN THE FINAL FOUNDATION DESIGN N I 1 •1 I I DATE DESCRIPTION BY WALL LOCATION LL PLF DL PLF TL PLF r' Wall 657 577 1234 A Load Beo m B Gable End Wall 67 211 278 ri Wall 657 577 1234 I — C Loa d Bea n D Gable End Wall 67 211 278 I 1 I HOLD DIM. HOLD DIM HOLD DIM. "^ 6' 10" 6'-3" 4'-7" 5'- 5'-2" 4' 0" 4 0" 2 I ` • � I i I I I I I I • I I I • I I - IR D 1 I L — J L — - L — 4J L - - L - 6J L ' _7J ' 81 1 I v I, I 13'-7 1 2" �T 3 1/2" STEEL COLUMN I r WAL FOR Y I r - - � I I I III CONSTRUCTION I Si L" Li DAM 10/24/07 CONCRETE FOOTING DIMENSIONS I 1 DATE PRODUCTION BY ' 'ol I 1 I TO BE DETERMINED BY OTHERS PER I i 10/24/07 COMPLETED PRODUCTION JAE LOCAL SOIL CONDITIONS & CODES `1/2" STEEL ANCHOR BOLT AT R I I 6' O.C. MAXIMUM AND I I 10/24/07 RELEASED TO PRODUCTION JAE 2 X 6 OR 2 X 8 CONT. SILL PLATE 12" MAXIMUM FROM END OF I BUILDER: KELLY INDUSTRIES FASTENED TO FOUNDATION WALL EACH PIECE OF MUDSILL I I JOB NAME: SILVERA WITH 1/2" X 16" ANCHOR BOLTS VERIFY`WITH LOCAL CODES DRAWN AS 10",BLOCK I I MODEL: CAPE ANN (MOD.) i I I 1 I SITE LOCATION: HYANNIS, MA L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — COUNTY: BARNSTABLE " t ZIP,CODE: 02601 L — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — — — — —— — — — — — J SEISMIC;CATEGORY: B SNOW LOAD (Pg): 25 psf _ r NOTES: ;,�, .� WIND SPEED (VFM): 90 mph 1. THIS FOUNDATION IS SUGGESTIVE ONLY. : ACTUAL PLAN IS SUBJECT TO LOCAL'SOIL � � PENN CONDITIONS AND CODES. ' L i ON 2. PLH IS NOT RESPONSIBLE FOR MATERIALS AND CONSTRUCTION IN THIS DRAWING. HOMES CORPORATION 7870 3. PLH SHALL BE NOTIFIED WHEN STRUCTURAL , _ (5 BO 0)j3374?4004 P0� RD SELINSGR(0)788-4754 ALTERATIONS, SUCH AS ADDING STEEL BEAMS DRAWING TUM' TO CHANGE THE NUMBER OF AND/OR THE FMDAWN PION SPACINGS OF SUPPORT COLUMNS, ARE INCLUDED — aRAWN� DATE SNEU° F IN THE FINAL'FOUNDATION DESIGN. - CHECKED Of. SME 10/29/2007 9:42:55 AM R A U U N V N I PROJECT NO. SERIAL NO. ' 24-210 ' - - 3" MAIN VENT W o�-os3 � �12ss . H UTTE H UTTE H UTTE . 2" VENT , 2" FUTURE VENT LLLf - - ' 6' - 4 1 2 " W2730 W1230 v; 2x 10 SPF #2 ; - / 3'f DRAIN WITH > DATE DESCRIPTION BY S B 3 6 �o � .> f f R 0 U ND i 09/17/07 CHG WIDTH k.LENGTH/SUBSETS GLEN (2) 3/4 SUPPLIESCD 6' o (2)'_ 3/4 SUPPLIES LABELS N �� 2'.5" FILL >> FOR HWBB :� 8 - 2 1 /2 _ _ ,� , BATH . .- #2. cvI ROOM KG o w .I I I r � (TORONTO .69M)0 `�ITE 3/4 HDWD VENT RANGEH00D � CD I FINAL FOR 3Y OTHERS • THRU SOFFIT OUT _ EXT � I I I � z CONSTRUCTION o i I i o m , DAM 10/?,A/07 o I T T u F�T / ;1 CD _ \ 1 1 11 L 1 \ - - J Z I { m S DATE , PRODUCTION BY N i Lo y m I �.�r , 10/24/07 COMPLETED PRODUCTION JAL '� � cn ( 01 I o (TQRONTO 6 9 M) O X \ = O `\� 10/24/07 RELEASED TO PRODUCTION JAE �- 6 :z N O � _� i' BUILDER: KELLY INDUSTRIES m d- r� I - f�-- - - JOB NAME: SILVERA w �O p 3 4 F[Ll 1= I _�_ MODEL: CAPE ANN (MOD.) CD f_.i`� F co I SITE LOCATION: HYANNIS, MA 9� N - COUNTY:, BARNSTABLE pp ZIP CODE: 02601 ' SEISMIC CATEGORY: B >> " _ SNOW LOAD (P9): .. 25 psf 1 1 /2' FILL 1 1 /2 FILLwwD sPEED (vFM): 90 mph 6 1 /2HALL ,- OPENN. LYON VOMIT 46" GYP. ^ �`1, » " � 1 R C B (2) 1 .5 x 9 .2 5» L.V. L. HOMES CORPORATION G I I PO"BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 W 3 612 W 3 0 3 0 (570)374-4004 ,(800)788-4754 PER MODULE DRWNG DIlE: _) 1 .5" x 9 .25 L.V. L. �- - - - - = - - J DRAWN f DAME ADAM SHEET: 1 r n n r " I CHECKED E'f: SCALE � D 1 10/29/2007 9:43:02 AM. PROJECT NO. SERIAL NO. . . ® "G" WP GFI ® ® 07-093 11296 GFI 0 GFI- - TD FIT, , ®JB"G,. AFCI "AlI ® A RADON BLOWER `� H »A„ ( A» i 9 AFC DINING ROOM - - „ , „A»I _I »G» , F GFII 0 KITCHEN WITHIN.6" OF EN 30' AFF o f U BATH, #2 BEDROOM/DEN j All i 5 I » » G r — — — — — — � —�-' _ I DATE DESCRIPTION BY G — — L I ( i \`` i » I - , TEL 09/18/07 :LINE ELECTRICAL JAY XL I .. I i»C».:-_ I I I- 10/29/07 t ELECTRICAL JAY » _ n. »H» I H L - -�, - - - - - - - - - -'-� HALL I �' AFC B g' »H„ „H„ »H, TEL »E„ „B„ S — J CI ELECTRICAL LEGEND "F" FURNACE:SAF SW CH 60" fF S AC/DC FINAL FOR Q-� r \ DUPLEX RECEPTACLE "" • _ '� i� I ' CONSTRUCTION "D" o B r's GFI GROUND FAULT PROTECTED RECEPTACLE „ i L — — — I'll, D - 14 3 T BSMT+C... 0AFCI ARC FAULT PROTECTED RECEPTACLE I I S OK DETECTORS p r UT& 10/24/07 UNDER LANDING I SWITCHED RECEPTACLE I U al DATE. PRODUCTION BY 220 VOLT RECEPTACLE »» I 10/24/07 COMPLETED PRODUCTION JAE � I S SINGLE POLE SWITCH LIVING ROOM I I 0 1 4 07 RELEASED TO PRODUCT ON JAE 02 S3 THREE WAY SWITCH I I BUILDER: KELLY INDUSTRIES sa -FOUR WAY swITcfl TEL � — — — — — — I I FAMILY RM _ FIXTURE I FOYER TEL JOB NAME: SILVERA OCEILING MOUNTED LIGHT E »» I I 3 f "D" I I O MODEL: CAPE ANN (MOD.) RECESSED LIGHTING FIXTURE ` '.,I , r� �' • . SITE LOCATION: HYANNIS, MA EQ RECESSED LIGHTING FIXTURE w/EYEBALL TRIM SCONCE I I I I COUNTY: BARNSTABLE FAN/UGHT COMBO A I I I ZIP CODE: 02601 w s xn HEATER/FM/LIGHT COMBO I I `, » I CATEGORY: B SEISMIC C EG EXTERIOR LIGHTING FlXTURE "D» 12-3 TO 2N.D.FLOOR.. S3-� I I 1 - L — — —..— — - — — — — — — — 0 — — — — — — — = t SNOW LOAD (Pg): _ 25 psf WIRE FOR EXTERIOR FLOOD UGHT » » — — — — — --— —++ „ ' D �� I I I F � I. »I» I WIND SPEED (VFM): 90 mph 4"x 4'x 2 1/8' METAL JUNCTION BOX SI S SI S I I „I„ ® 1V JACK 3 pF�T�T ® TELEPHONE JACK ® ® J WP GFI ® ® ® ® i L1 1 HWBB HE XL _. ® TELEPHONE JACK 060"AFF T v bg AC/DC SMOKE DETECTOR PHOTO ELECTRIC SMOKE DETECTORS D L i COMBO AC/DC CARBON MONOXIDE k SMOKE DETECTOR ARE AFCI PROTECTED » »� H011,1 S CORPORATION 70 PULLWIRE FOR LOW VOLTAGE THERMOSTAT 200 AMP MAIN PANEL J J cAPE 11 av (2) FQR .CAPE AREA (570)374-4004 PO BOX 27, PORT RD, SELINSGR(000')78814754 TQ LINE VOLTAGE THERMOSTAT CIRCUIT DESCRIPTION BREAKERAWG CIRCUIT DESCRIPTION BREAK AWG "K"�CAPE 11 OV TEL 0) FQR. CAPE,AREA DRAWING TmE: A SMALL APPLIANCE 2DA 12 H GENERAL LIGHTING 15A 14 WM B SMALL APPLIANCE 20A 12 1 GENERAL.LIGHTING 15A 14' . DOOR CHIME w/REMOTE TRANSFORMER c BATH GFTS 20A 12 J CAPE CIRCUIT 20A 12 "Q" CAPE 1 1 OV FIRST P �AMp SOLDERLESS WIRE CONNECTOR D GENERAL LIGHTING 15A 14 K CAPE CIRCUIT 20A 12 _ - E REFRIGERATOR 20A 12 O CIRCUIT 20A 12 - DRAWN Di: DATE: SHEET: F FURNACE 20A 12 R CAPE CIRCUIT 20A 12 CAPE 11 OV GLENCO 09/17/07 " - G GENERAL LIGHTING 15A 14 - - E 1 e CHECKED Bi: SCALE: NTS 10/29/2007 9:43:11 AM ®' ® 4EM ® 1® PROJECT NO. SERIAL NO. f !i if if f 07-093 11296 2'-61 l ' . 6P I i i I` , it { j DINING ROOM BAT!H #2! Tli . EDRpOM DW { j 11 ' EjTCHEN ' _ 1!I, iyIII(( I,iiI j'I•-'IIIII. l!iII�IiI.�-.•`!III�I��{�Ii,I'III�(I 7-t' •"J+;Ii(�ffi!I . Ii , DATE 1 `DESCRIPTION B HAL it FINAL FOR CONSTRUCTION Bm 10/24/07 DATE PRODUCTION B ,Y ` 10/24/07 COMPLETED PRODUCTION JAE 10/24/07 RELEASED TO PRODUCTION JAE rAMYRM BUILDER: KELLY INDUSTRIES' f JOB NAME: SILVERA !FO R MODEL: CAPE ANN (MOD.)LMNG ROOM SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B 6 SNOW LOAD (P 25 psf, g it 9' WIND SPEED (VFM): 90 mph , ® (OLYON PENN NOTE: HONn MPMRA'MONH.W.B.B. HETSYSTEM PO BOX 27, AIRPORT RD, SEUNSG 17870 (570)37474004 1(800)788-4754DESIGNED FORA 1 G.P.M. FLOW RATE CRAYNNG TULE w/ A 1800 ENTRANCE TEMP. FM F=R BMEB HEAT IJJ (550 BTU/HR/LIN.FT) IN':GENCO ° 09/17/07 SHE<: CHEQU 6!: SALE, ( I ' P115 10/29/2007 9:43:19 AM PROJECT NO. SERIAL NO. ALTERNATE UPLIFT CONNECTIONS FOR SIDEWALLS TRUSS OR RAFTER - 90 AND 1,20 MPH WIND 07-093 11296 ROOF SYSTEM AT 16" OR 24" O.C. AND WALL STUDS AT 16" OR 24" O.C.. ` SIMPSON MTS20 (3) 0.131"0 x 3 Y4" NAILS (3) 0.131"0 x 3 Y4" NAILS w/(14) 10d (0,148"0 x 1 Y2") NAILS TOE—NAILED BY PLH DATE DESCRIPTION By WRAP OVER TRUSS AND UNDER TOP PLATES SUPPLIED AND INSTALLED 7/16" OSB�W/ (2) ROWS OF P BY LH .1 1 0 x 2 NAILS @ 3 O.C. 0 3 ROWS OF a 7/16" OSB W 2 .. _ / ` 0.131"0'x 2" NAILS ® 3" O.C. 0.131"0 x 3 Y4" NAILS TOE., NAILED @ 16 O.C. x ' (1) 0.131"0 x 3 Ya NAILS . . . (1) 0.131"0 x 3 Ya" NAILS - - " ' @ 12 O.C. - @ 12" O.C. FINAL FOR { - CONSTRUCTION ROOF TO EXTERIOR WALL S 10/24/07 r RAFTER DATE PRODUCTION BY ' 10/24/07 COMPLETED PRODUCTION JAE f 10/24/07 RELEASED TO PRODUCTION JAE BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) _ SITE. LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 " SEISMIC CATEGORY: B 7/16" OSB W/ (2) ROWS OF SNOW LOAD (Pg): 25 psf 0.131"0 x 2" NAILS @ 3" O.C. WIND SPEED (VFM): 90 mph ` EXTERIOR WALL TO FLOOR' PENN - (OLYON HOMES CORPORATION PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 r (570)374-4004 1(800)788-4754 ORWNG TmE SIDEWALL M ROOF GBAwH Br: MJB BaTE 1/18/06 SHEET: 1 . - - CHECKED BY: - SCALE W 1 ^ NiS 10/29/2007 9:43:27 AM h PROJECT NO. SERIAL NO. 07.-093 11296 UPLIFT CONNECTIONS FOR .MARRIAGE WALLS TRUSS -90 MPH WIND RANCH CAPE Y DATE DESCRIPTION BY SIMPSON LSTA12 D FINAL FOR EIUN� 6� F 1 w/(10)lOd (0.148"0) NAILS G CONSTRUCTION (5) EACH END STUDS B � 10�24�07 48" O.C. MAX 16" O.C. SUPPLIED AND INSTALLED BY PLH DATE PRODUCTION BY 10/24/07 COMPLETED PRODUCTION JAE 10/24/07 RELEASED TO PRODUCTION JAE BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA -•. � SIMPSON LSTA12 JD COUNTY: BARNSTABLE w/(10)10d (0.148"0) NAILS F�009 z, ZIP CODE: 02601 O EACH END 5 . � SEISMIC CATEGORY: 6 ® 48" O.C. MAX - SUPPLIED AND INSTALLED BY PLH SNOW LOAD (Pg): 25 psf s WIND SPEED (VFm): 90 mph MARRIAGE WALL STUDS AT .16"O.C. r OPENN LYON HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870. (570)374-4004 1(800)788-4754 . - - DRAWING TIRE`,." TO ALL Tm DRAWN RT: WB DATE 5/23/05 SHEET: « - - - - - -CHECKED W: SCAIE: W2 ws 10/29/2007 9:43:33 AM PROJECT NO. SERIAL NO., UPLIFT CONNECTIONS FOR OPENINGS ' IN SIDEWALLS 07-093 11296 AND MARRIAGE WALLS (90 :.MPH WIND DATE DESCRIPTION BY SIMPSON LSTA12 w/(10)10d (0.148"0) NAILS. (5) EACH END tJp , 48" O.C. MAX GEILI G SUPPLIED AND INSTALLED BY PLH ` - FINAL FOR SEE TABLE FOR TYPE SEE TABLE FOR TYPE CONSTRUCTION OF STRAP AND QUANTITY OF STRAP AND QUANTITY DATE: 10/24/07 SUPPLIED AND INSTALLED SUPPLIED AND INSTALLED ` BY PLH •• � � .BY PLH � - DATE. PRODUCTION ev x 10/24/07 COMPLETED PRODUCTION JAE NUMBER OF JACK - r STUDS TO BE NO LESS NUMBER OF JACK UPLIFT CONNECTIONS FOR OPENINGS IN 10/24/07 RELEASED TO PRODUCTION JAE THAN THE NUMBER OF STUDS TO BE NO LESS STRAPS REQUIRED THAN THE NUMBER OF SIDEWALLS AND MARRIAGE WALLS(90 MPH WIND) BUILDER: KELLY INDUSTRIES STRAPS REQUIRED MAz NO.of STRAPS JOB NAME: SILVERA AT EACH END CONNECTION OPENING MODEL: CAPE ANN (MOD.) ` OF OPENING SIMPSON CS22(22 GA)W(10)10d NAILS SITE LOCATION: HYANNIS, MA ` OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS COUNTY: BARNSTABLE q 8 ft-0 in 1 OR USP RS300(22 GA)W/(10)1Od NAILS OR USP LSTA12 20 GA W/ 10 10d NAILS ZIP CODE: 02601 " 6ANU BAND SIMPSON CS22(22 GA)W/(10)1Od NAILS SEISMIC CATEGORY: B LO�R LODR 18 ft-0 in 2 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS P 25 sf F F OR USP RS300(22 GA)W/(10)10d NAILS SNOW LOAD ( 9) P OR USP LSTA12 20 GA W/ 10 10d NAILS WIND SPEED (VFM): 90 mph SIMPSON CS22(22 GA)W/(10)10d NAILS , SIDEWALL s 28 ft-0 in 3 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS' (STUDS ® 16" OR 24 O.C.). x MARRIAGE WALL OR USP RS300(22 GA)W(10)10d NAILS, PENN + (STUDS @ 16 O.C.) OR USP LSTA12 20 GA IN/ 10 10d NAILS SIMPSON CS22(22 GA)W/(10)10d NAILS (*LYON 37 ft-0 in 4 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS OR USP RS300(22 GA)W/(10)10d NAILS HOMES CORPORATION OR USP LSTA12 20 GA W/ 10 10d NAILS PO 80X 27,AIRPORT RD, SEUNSGROVE, PA 17870 SIMPSON CS22(22 GA)W/(10)10d NAILS (570)374-4004 1(800)788-4754 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS 47 ft-0 in 5 OR USP RS300(22 GA)W/(10)10d NAILS uHAxwc m�5ID ��� OR USP LSTM2 20 GA W 10 10d NAILSUP TO -0• NOTE: 4 DRA"UY. MJB DAIL 5/23/OS SHMM 1. NAILS: l 0d=0.148"O CHECKM BY: Ud,F. W3 dm 10/29/2007 9:43:38 AM' PROJECT NO. .- SERIAL N0. 07=093 11296 DATE _DESCRIPTION BY . (1) SIMPSON CS22 PER TRUSS (30" 'LONG) . w/(.10)10d (0.148"0) NAILS (5) EACH END SUPPLIED BY PLH AND INSTALLED ON—SITE BY SET CREW 12 FINAL FOR 3 (MIN)12 (MAX) CONSTRUCTION � ` DATE: 10/m/07 DATE PRODUCTION BY r 10/24/07 COMPLETED PRODUCTION JAE 10/24/07 RELEASED TO PRODUCTION JAE " BUILDER: KELLY INDUSTRIES 4 JOB NAME: SILVERA MODEL: CAPE ANN MOD. ° SIMPSON RST-3 _ SIMPSON RST-3 _ (MOD.) w/(16)8d (0.1310 x 1 Y") NAILS p. w/(16)8d (0.131i x 1 V) NAILS SITE LOCATION: HYANNIS, MA (8) EACH END r _ (8) EACH END COUNTY: - BARNSTABLE SUPPLIED BY PLH n I TRUSS SUPPLIED BY PLH ZIP CODE: 02601 , INSTALLED ON—SITE BY SET CREW, TYPICAL I I\U S S _ INSTALLED ON—SITE BY SET CREW . SEISMIC CATEGORY: B �. SNOW LOAD (Pg): 25 psf WIND SPEED (VFm): 90 mph OPENN LYON _ HOMES CORPORATION PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 Tf (570)374-4004 1(800)788-4754 _ - IIWC& ors U DR0.WN BY: M �• W4 JB . 5/23/05 - CHECKED BY:.. SCALE m - NTS 10/29/2007 9:43:44 AM _ PROJECT NO. SERIAL NO. UPLIFT AND SLIDING CONNECTIONS FOR ENDWALLS AND SIDEWALLS r o�—os3 >>29s DATE DESCRIPTION BY FIN AL FOR CONSTRUCTION - - Dnt 10/24/07 DATE PRODUCTION BY Nc a 10/24/07 COMPLETED PRODUCTION JAE e C �N� AND AND �EI� 10/24/07 RELEASED TO PRODUCTION JAE BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (P9): 25 psf FI��R 9 OR BAD WIND SPEED (VFM): 90 mph ANp Fro a SIMPSON LTP4Z 16d (0.135"0 x 3 Y2") NAILS @ 3" O.C." PENN w/(12) 8d (0.131"0 x 1 Y") NAILS ® 16" O.C. END W IDE WALL SUPPLIED BY AND INSTALLED•ON—SITE BY SET CREW I)LYON- INSTALLED SUPPLIED BY PLH AND 5 CREW ON—SITE BY SET CREW _ . HOMES CORPORATION 1 PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 SILL PLATE - DBnwwc TME • ON—SIZE EMALL/SKVALL TO SILL PLATE s DPAWN BY: MJB DATE. 5/23/05 SHEEr: .. - CHECKED BY. SCRIE W5 - NTS 10/29/2007 9:43:49 AM PROJECT NO. SERIAL NO. UPLIFT AND SLIDING CONNECTIONS FOR ENDWALLS .AND SIDEWALLS 07-093 11296 DATE DESCRIPTION BY r - evil.. gpN� �0 N G I _ GEM _ - FMAL FOR 1 - CONSTRUCTION DdTB: 10/24/07 DATE PRODUCTION BY - 10/24/07 COMPLETED PRODUCTION JAE ti 6AND r 10/24/07 RELEASED TO PRODUCTION JAE ANp f 0OR O 16d (0.135"o x 3 Yn) NAILS Q 4" O.C. BUILDER: KELLY INDUSTRIES 16d (0.135"O_x 3 Y") NAILS 3 O.C. CEI�NC ING �N SUPPLIED BY AND INSTALLED ON—SITE BY SET CREW. JOB NAME: SILVERA SUPPLIED BY AND INSTALLED ON—SITE BY SET CREW @ ANp OEII MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph • F��@R @ ONO' _ , �o FAOoR PENN SIMPSON LTP4Z SIMPSON LTP4Z OLYON w/(12) 8d (0.131"0 x 1 Y2") NAILS @ 12" O.C. FNp I " " " SUPPLIED BY PLH AND A�� SIOE �� SUPPLIED BYAND 1 Yz ) NAILS ® 16 O.C. INSTALLED ON—SITE BY SET CREW INSTALLED ON—SITE BY SET CREW HOMES CORPORATION PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 a (570)374-4004 1(800)788-4754 DRAWING TRIE: SILL PLATE ON—SITE EMALL,/SKVALL M SILL PULE DRAWN er:'MJB DATE: 5/23/OS H . DNECNm B: � W6 NTS 10/29/2007 9:43:57 AM PROJECT NO. SERIAL N0. 07-093 11296 B` DATE _ DESCRIPTION BY - � III 1\RO ry •. r ' 7'-10 1/2° (1st FLR CLG S—S) °° 3/4" OSB 00 loo 5/8° GYP ao 5/8° GYP _ FINAL FOR 3'74 1/2° ,D ,/4° CONSTRUCTION (1st FLR CLG S—S) (1st FLR CLG S—s) 8 1/4° N - DiM 10/24/07 TREAD 1 c> 10 3'-1 3/4" DATE PRODUCTION BY k CARPET GRADE o ' 10/2a/o7 COMPLETED PRODUCTION JAE 4'-2 3/4° c> (GYP—NOS) ;o -17 8 1/8" RISERS 3'-3 1/4° 9" TREAD ® o0 10/24/07 RELEASED TO PRODUCTION JAE ® (crn—Nos) BUILDER: KELLY INDUSTRIES TREADS 2-4 1' J 1 1/2" NOSING 3 3/4° OSB ' °° W 2x10 STRINGERS zge LANDING JOB NAME: SILVERA �, 2g8 LANDING 3'—s" 42" WIDE, OVERHANG RIGHT W °° CARPET GRADE MODEL: CAPE ANN (MOD.) 3-1° c.0 3'-10° 8 .1/8 RISERS SITE LOCATION: HYANNIS, MA 3'=0° M 8 1/4° N 9" TREAD COUNTY:' BARNSTABLE 1 1/2" NOSING ZIP CODE: 02601 TREADS 5 4'-1 1/4 _ 6" M \� (NOS—GYP) �� 2x10 STRINGERS SEISMIC CATEGORY: B 37 WIDE, NO OVERHANG 3'-6" o- SNOW LOAD (Pg): 25 psf 7'73/4" HDWD (GYP1/2" GPP) 3/4" ON SITE HARDWOOD WIND SPEED (VFM): 90 mph OSB _ ? 5/8° OSB ® 9�' 2x10 SPF#2 ® 16" O.C. $(i 2x10 SPF#2 ® 16" O.C. PE NN OLYON 3'-1" 3'-1" 5'-2° 1st FLR FLOOR S—S) 1st FLR FLOOR S—S (1st FLR FLOOR S—S) (1st FLR FLOOR S—S) (1st FLR FLOOR S—S) . 7'-10 1/2° HOMES CORPORATION 6'-9 1/2" 1st FLR FLOOR S—S PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 (1st FLR FLOOR S-S) 11'-11 1/2° (570)374-4004 1(800)788-4754 DRAWING TIRE MODULE "A" STM 0ETAL _ .• DRAWN BY. DATE SHEEP: • .. .. CHECKED BY: SCALE: 1 S 1 ` NTS 10/29/2007 9:46:28 AM PROJECT NO. SERIAL NO. 07-093 11296 36,_0„ , 10'-4" 81 -0,/ 13 1 „ 4,-7» GIRDER SPICE (INNER & OUTER) , GIRDER SPICE (INNER & OUTER) GIRDER SPICE (INNER & OUTER) ^ GIRDER SPICE 5'-2» 9'-2» 10'-10" 10'=10" (INNER & OUTER) GIRDER SPICE (MIDDLE) GIRDER SPICE (MIDDLE) GIRD R SP,ICE (MIDDLE) GIRDER SPICE (MIDDLE) ' " TRPL 2x10 SPF# GIRDER BEAM :. DATE 6Y MARRIAGE WALL ; . - � DESCRIPTION 1/2» E- II I I I I I I I I; rn w z ' '4 -6 1`/2„ � olll � %[) 00 O cilN N m I I I I I I I I I co FINAL FOR J J > , 3,_1" w CONSTRUCTION ^T DATA 10 24 07 L,, J Q Q / / �- Q j JQ a DATE PRODUCTION BY N L I I I (~' I ) I O Z I s I I I I I c~n I I I I I N 10/24/07 COMPLETED PRODUCTION JAE 10/24/07 RELEASED TO PRODUCTION JAE c/ BUILDER: KELLY INDUSTRIES o -. x l I I I . I JOB NAME: SILVERA . c�I N MODEL: CAPE ANN (MOD.) I I• I - I � I ' I I I I I I I . • I I , SITE.LOCATION: HYANNIS, MA COUNTY: . BARNSTABLE ZIP CODE: 02601 0 1 2 3 4 5 6 7 89 10 11 2 13. 14 15 =16 ,17 18 19 . 20 21 22 23 . 24 25 26 27 28 ro SEISMIC CATEGORY: B EXTERIOR WALL DBL 2x10 SPF 2 PERIMETER BAND SNOW LOAD (Pg): 25 psf A r WIND SPEED (VFM): 90 mph A _ A o13 D " PENN FRONT BACK - 4 �, N (OLYON tA NvOoovoov - 000 - 0oo --t �Do jo00ov00ov000ct ,00 I - I I I I I I I I I 'mac /��R�/�D £ I I I I co, I I I "I I I 1 HOMES CORPORATION 7f 7f fa U7 o CO (U "T DD o (U 6D ' o (U v iD`1� 0o Qf to ID O� ch v PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 ,.� .-r (U CtJ I (U (U (U (U ('') M(1J (LJ M M 570 374-4004 1 8D0 788-4754 A FLOOR FRAMING � � � o o (Ll 'p - _ DRAWING TALE: 2x1 0 SPF#2 FLOOR JOISTS Q 16» O.C. MODULE 'A' FLOOR FMMING - (U M V Ili 0 I__ 00 O% � ."'- N � 7 If) �D � OD O� � ^� cu CO V n tD � 00 5/8" OSB SUB—FLOOR , � � � .. . lU (U (Uwwcuw03cu : DRAWN Rv: DATE: sNF.E1: USE JOIST HANGERS ON ALL FRAME—OUTS CHEM fff: SZ 10/29/2007 9:46:57 AM PROJECT NO. SERIAL NO. _ 07-093 11296 EXTERIOR WALL - DBL 2x10 SPF#2 `PERIMETER BAND 0 1 2 3 4 5 6 7 8 9- 10 1 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 0 0 m m DATE DESCRIPTION BY �. 0f W �� • �� W W - - � I , I I I C I, I I- I I •I I I. I l y .` I- I I ,I' I �• I I .I I, � - N W CD N cV W Icl- o I I� ' 1 X Q . Q J J FIN Q AL FOR cn z CONSTRUCTION Dm 10/24/07 DATE PRODUCTION BY 10/24/07 COMPLETED PRODUCTION JAE 10/24/07 RELEASED TO PRODUCTION JAE MARRIAGE WALL - TRPL 2x10 sPF# GIRDER BEAM BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA 5 -2 9 -2 ' '� 10 -10» MODEL: CAPE ANN (MOD.) 10 -10 GIRDER SPICE (MIDDLE) GIRDER SPICE (MIDDLE) GIRD R SPICE (MIDDLE) GIRDER SPICE ( IDDLE) SITE LOCATION: HYANNIS, MA 10'-4" 8'-0" 13'-1„ ' ' 4'-7" COUNTY: BARNSTABLE GIRDER SPICE (INNER & OUTER) GIRDER SPICE (INNER & OUTER) GIRDER SPICE (INNER & OUTER) , y GIRDER ,SPICE ZIP CODE: 02601 36'-0" (INNER & OUTER) SEISMIC CATEGORY: B - t, t • SNOW LOAD (Pg): 25 psf WIND SPEED.(VPM): 90 mph . � � � � � � OPENN FRONT BACK �, LYON • � � 00oV- � o � � o 'r � o � � o � � � � o � � o � � € I I I I I , I 1 HOMES CORPORATION N V- In �D 00 0� o . . . . I� Qp o •--� N M V' In 11D 00 0 o W M 4- �, - - r "B" FLOOR. FRAMING N N N N N N N N N M M M M BOX 27, NRPORT RD, SELINSGROVE, PA 17870 N (570)374-4004 1(800)788-4754 2x 10 SPF#2 FLOOR JOISTS @ 16" O.C. � - _ � E�AA�N� . . ' .` - .. •-� (U PM "t In �D 1, co D� o .^; N M.'t 0."D I", M a', (oU N N (U N N N (U c �VYULC FLOOR FRAMING 5/8" OSB SUB-FLOOR DRAWN BY: DAM SHEET: USE JOIST HANGERS, ON ALL FRAME-OUTS CHECKED Iff: NTS S3 10/29/2007 9:47:03 AM PROJECT N0: SERIAL NO. 36'-0" (35) CC5319'0.1 TRUSSES 07=093 11296 27'-5» (1) 1.5"x9.25" L.V.L (INNER) INSTALL TAMLYN SJQ210 25 =5 N ,_4,. (1) 1.5"x9.25" L.V.L (OUTER) -5� � m 6" 2x10 SPF#2 CENTER RAIL 6» � �q LLJ Io- MATELINE w .w DATE DESCRIPTION BY _7'-10 `1/2" CA \ -}--—I ——�. OMIT GYP Qf z Lo - 4 -61/2 N I I I = z z - cl-4 FINAL FOR o 0 3'-1,. I I I o o00 CD 0 Lr) _ _ CONSTRUCTION x X _ z DATE 07 N c"I I CIA DATE PRODUCTI� / 8Y N F- I ti 10/24/07 COMPLETED PRODUCTION JAE Q J J CO s Q I •, I I 10/24/07 RELEASED TO PRODUCTION JAE c~n I CD oI I BUILDER: KELLY INDUSTRIES z I I N JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) - SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE 1 2 3 5 ` . 6 7 8 9 1@ 11 12 13 14Z 15 16 17 18 19 20 21 22 23 24 25 1.26 27 ZIP CODE: 02601 5-3 1/2" 8'-10 1/2" - 13'-5 1/2" 18'-3" 2x8 -SPF#2 END RAIL . • 27'-1 . 1 2" 30'-8 1/2" SEISMIC CATEGORY: B EXTERIOR- BACK OF FRONT OF FRONT OF _. FRONT OF BACK OF FRONT OF. SNOW LOAD (P9): 25 psf TRPL TRUSS TRPL TRUSS DBL TRUSS M DBL TRUSS TRPL TRUSS TRPL TRUSS WIND SPEED (VF,): 90 mph BAKPENN FRONT . BACK DBLCTRUOSS wf ; OLYON » » r I HOMES CORPORATION A E I L I N r V F R A M I N r V PO BOX 27, AIRPORT RD. SEUNSCROVE, PA 17870 (570)374-4004 1(800)788-4754 2x10 TRUSS BOTTOM CHORDS @ 16" O.C. Y " UNAING TRE: MODULE 'A° COUNG FRAMING 5/8' CEILING GYPSUM . SPAWN BY: �,� SHEET: USE JOIST HANGERS :ON ALL FRAME-OUTS CHECKM Of: SUM NIS S4 10/29/2007 9:47:09 AM PROJECT NO. SERIAL NO. „ 07-093 11296- 18'-11 " — EXTERIOR WALL CENTER OF �- CENTER OF MOVED #14, MOVED #19 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 .17 18 is 20 21 22 23 24 25 26 DATE DESCRIPTION BY � •I • I I . I . I 1 cy-) i I I _ i I 1 I cV { I cn i cn - .. i � f � Q j I FINAL FOR ' t CONSTRUCTION Q r- --4- —1--�-N --1--+, I I i I UM 10/24/07 (. z• I i ( J j — I DATE PRODUCTION BY 10/24/07 COMPLETED PRODUCTION JAE OMIT GYP CD 10/24/07 RELEASED TO PRODUCTION JAE MARRIAGE WALL BUILDER: KELLY INDUSTRIES 25'-510 JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) (1) 1.5 x9.25>+ L.V.L (OUTER) 27�_5�� SITE LOCATION: HYANNIS, MA (1) 1.5"x9.25" L.V.L •(INNER) COUNTY: eARNSTaBLE INSTALL TAMLYN SJQ210 36'-0'> - ZIP CODE: 02601 SEISMIC CATEGORY: B ' SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph FRONT BACK PENN "B CEILING FRAMING (OLYON HOMES CORPORATION 2X10 SPF#2 CEILING PERIMETERS b (PO 570)OX 27, AI PORT RD, SELINSGROVEE,,)PA817850 t 2X10 SPF#2 CLG. JOISTS @ 16" O.C. DRWNG TREE 5/8" CEILING GYPSUM MODULE 19' CEILING FRAMING USE JOIST HANGERS ON ALL FRAME—OUTS � � • - • CHECKM Eff. - SCNE• S5 " NTS 10/29/2007 9:47:16 AM f: f PROJECT NO. SERIAL NO. TRUSS DESIGNED FOR 1'GAP 07-093 11296 BETWEEN MODULES. INSTALL OSB FILL AS REQUIRED EXTEND SHEATHING TO SHED TRUSSES MUST CENTER OF RIDGE BOARD 2x6 SPFj,2 RIDGE BOARD LINE UP WITH CAPE TRUSSES (1).PER TRUSS BY PLH SHIP LOOSE SHEATHING AND RIDGE VENT SHD'LOOSE SHEATHING 13�5• TO BE INSTALLED ON-SITE ', co ATTACH 10 (TYP.) BOTH MODULES CC531901 g ti 7 3/4• 2 OVER G BLOCK DATE DESCRIPTION BY SHIP LOOSE SJU28 HANGERS 3' 4 3/4' 2x6 FASCIA 11'-10' 10' (SHIP LOOSE) SHIP LOOSE HEADER BEAM TRUSS r t •�0 (2) 1.5'x18'LV.L t ATTACH Ix3 CC531901.. : 7 3/4' i MNAL FOR m - OVERHANG BLOCK � . I CONSTRUCTION I "'17-6 1/2 ' t . i • DIM 10/24/fff 6'-0' - 5-11 1/2' _ ' DATE PRODUCTION BY 10/24/07 COMPLETED PRODUCTION JAE 5 8'ATTIC DECKING SHIP LOO 4' SECTION 5/8'ATTIC DECKING - -- - 10/24/07 RELEASED TO PRODUCTION JAE BUILDER: KELLY INDUSTRIES 5/8"COMPRESSION STRIP' = 5/8'COMPRESSION STRIP _ 5/8'COMPRESSION STRIP' JOB NAME: SILVERA n-7• . 1r-7 MODEL:TRUSS TRUSS CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE M ZIP CODE: 02601 • SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf ,. WIND SPEED (VFM): 90 mph : • a - PENN LYON HOMES CORPORATION • PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 NNDRMNG TME: 11'-11 1/2' 11'-11 1/2'_ TMSECWN , MODULE 'A' 0 24'-0" MODULE 'R' DMWN BY: DATE: SHM: 12/12 45" 24'4' TRUSS SECTION S6 - " - CHECKED 6Y: SCALE: NTS 10/29/2007 9:47:24 AM a • PROJECT N0. SERIAL N0. • 07-093 11296 PAN CLOSE : FAN CLOSE PAN CLOSE OFF WALL. #11 OFF 'WALL X #12 OFF WALL #13 t n J F - DATE 'R DESCRIPTION BY Q ` t CQ .� � '.is '• - - - i "t _ , _ _ � � ' . 14 .•. z is we ^ • w 2; • : r r - • - � FINAL FOR w t w -CONSTRUCTION CAPE CLOSE o OFF WALL 16 f z O a DAM 10/24/07 DATE PRODUCTION BY 10/24/07 COMPLETED PRODUCTION JAE w �+ - �# d� w. W 10/24/07 RELEASED TO PRODUCTION JAE a O . W. U1 O a s BUILDER: KELLY INDUSTRIES 0^ O Ga JOB NAME: SILVERA �. t , r �:- - - - - - - - - - - - - - - - - - , � MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA W ATION• w CAPE CLOSE rtw, COUNTY: BARNSTABLE APE CLOSE . � _ C3 -w OFF WALL #18, ZIP CODE: 02601 O.. OFF WALL' #19. I I, �. . v " - SEISMIC CATEGORY: B -,.Yl 25 f >- CAPE CLOSE a • - D (V�+): 90 mph CAPE CLOSE CAPE ;CLOSE WIND SPEED OFF WALL #21 OFF:;WALL'#14 . OFF WALL #20 _ PENN � w • � s# t . mow, J �, LYON 4 - Y H TI N n. PO BOX�2�7SAIR�RRpDOSE�UN GROVE, PA 17870 t >. (570)374-4004 1(800)788-4754 . .g _ • _ , - DRAWING THE a ^ PANEUZE�D WALL L=TM DRAW EK• DATE SHEET: PA1• 1 10/29/2007 9:47:33 AM PROJECT NO.' SERIAL N0. 07-093 11296 • HDR: (3) 2x6 SPF�2 • 2 11° 1 1 DATE DESCRIPTION BY V-4° it-4° V-4° 1'-4° 1*-4° 1'-7 1/2" 2'-8° 6° 1 V-5 1/2° i { CAPE CLOSE—OFF WALL 16 CAPE CLOSE—OFF WALL 14 CAPE CLOSE—OFF WALL 18 BUILD (1) BUILD (1) BUILD (1) 2x6 SPF#2 @ 16" O.C. 2x4 SPF#2 @ 16" O.C. 2x4 SPF#2 @ 16" O.C. SHEET EXTERIOR W/ 1/2" GYP SHEET EXTERIOR W/ 1/2" GYP SHEET EXTERIOR W/ 1/2" GYP t FINAL FOR SHIPLOOSE 1/2" GYP FOR INTERIOR SHIPLOOSE 1/2" GYP FOR INTERIOR SHIPLOOSE 1/2" GYP FOR INTERIOR CONSTRUCTION "VIEWED FROM STAIRWELL AREA VIEWED FROM STAIRWELL AREA VIEWED FROM STAIRWELL AREA (� �s DM 10/24/07 j\2• 16'• , * g DATE PRODUCTION BY ��• �>_ /1 i i 10/24/07 COMPLETED PRODUCTION JAE Y 10/24/07 RELEASED TO PRODUCTION JAE BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA 2� MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE:, 02601 t \ � , - SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph Ll I P NN 1-4• i-4• ��-4° ,�-7- 1'-4' 9 1/2° 7 1/2° O LYON s_7. � r-, 1/r HOMES CORPORATION CAPE CLOSE—OFF WALL 15 & 17 CAPE LOSE-OFF WALL 19 CAPE CLOSE-OFF WALL 20 & 21 Po Box 27, AIRPORT RD, SELINSGR0 PA 17870 BUILD (1) EACH BUILD (1) EACH BUILD (1) EACH (570)374-4004 1(800)788-4754 2x4 SPF#2 @ 16" O.C. 2x4 SPF#2 ® 16" O.C. 2x4 SPF#2 @ 16" O.C. DRAWING nnE: SHEET EXTERIOR W/ 1/2" GYP SHEET EXTERIOR W/.1/2" GYP SHEET EXTERIOR W/ 1/2" GYP CAPE CLOSE—OFF SHIPLOOSE 1/2" GYP FOR INTERIOR SHIPLOOSE 1/2" GYP FOR INTERIOR SHIPLOOSE.1/2" GYP FOR INTERIOR VIEWED FROM STAIRWELL AREA VIEWED FROM STAIRWELL AREA VIEWED FROM:STAIRWELL AREA DRAWN Up. DATE IsHEEr: „ PA2CHECKED BY: SCALE: NTS 10/29/2007 9:47:40 AM ; PROJECT NO. SERIAL NO. 07-093 11296 ALLOW THE WALL SHEATHING TO EXTEND PAST THE FIRST 2x (2") AN END 2x2 MUST BE ADDED, PER THE CENTER BEAM HEIGHT ( TRIM SHEATHING AS REQUIRED PER 1/2» SIZE OF MATELINE GAP ) DATE DESCRIPTION BY CN I • M \ 4 S/8" _ ( Ln „I 00 II r7 - i FINAL FOR .. CD N i I CONSTRUCTION I N _ ; DM 10/24/07 DATE PRODUCTION BY 10/24/07 COMPLETED PRODUCTION JAE 2'-0 3/16" 1'-2" . .- w, 1,-2» ,��-4» _ .1°-4'° 1,_4» 1'-4» ��-4„• • � • < 2 -11 3/8"� T • ` 16 'R 10/24/07 D TO PRODUCTION JAE 3'—2 'J / 10'-9 3/8" BUILDER: REIFASED KELLY INDUSTRIES JOB NAME: SILVERA GABLE END WALL #1 & #3 GABLE : END WALL #2 & #4 MODEL: CAPE ANN (MOD.) BUILD (1) EACH BUILD (1) EACH r SITE LOCATION: HYANNIS, MA SHOWN #3 ` SHOWN #4 COUNTY: BARNSTABLE REVERSED #1 REVERSED #2 ZIP CODE: 02601 f REVERSED SEISMIC CATEGORY: B 12%12 RAFTER, 45 DEGREES` _ •3.88/12 RAFTER, 18 DEGREES r SNOW LOAD (P9): 25 psf 2x4 STUD GRADE @ 16" O.C. 2x4 STUD GRADE @ - 16" O.C. WIND SPEED (VFM): 90 mph WALLS SIT DIRECTLY ON SHIPLOOSE WALLS SIT DIRECTLY ON SHIPLOOSE PANELIZED SHED DORMER WALL 1 PENN PANELIZED SHED DORMER. WALL, a 5 LYON SHEET W/WALL SHEATHING 5 SHEET W%WALL SHEATHING n HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 DRAWING imE: CABLE END WALLS #1-4 . - DRAWN BY: DATE SHEET: • - _ + CHECKED BY: SCALE PA3 NTS 10/29/2007 9:47:46 AM PROJECT NO. SERIAL NO. 07-093 11296 6'-6 15/16" 26 EAVE OVERHANG 5 1/2" CUT (2) 5'-9 13/16" SHIP LOOSE SHEATHING 1f 1/2° V-4„ V-4" 1'-4„ _. y AND RIDGE VENT DATE DESCRIPTION BY - (6) P486202 TRUSSES -9 11/16" 5'-9 7/16° 6" I ;�, 11 1/4" 7 5/8" 5 7/16" `- 10 9/16" SOFFIT BLOCK 1'-4 1'-4" (2)2x6 SPF#2- RIDGE 00 2x6.SOL .PLATE _ 5 0 LONG i I \JU FOR POINT`TO L N INT • P498001 CONSTRUCTION ;(3)2x6 SPF#2 HEADER. �' 6s :; 'A DIM 10/24/07 2x4 BRACING (3) 2x8 SPF #2 HEADER_ TOP PLATE _ DATE PRODUCTION BY p { {3)2x8 SPF#2 HEADER _ 10/24/07 COMPLETED PRODUCTION JAE 3' 1 3/8" \T 10/24/07 RELEASED TO PRODUCTION JAE BUILDER: KELLY INDUSTRIES WALL `� JOB NAME: SILVERA - 2842 Mco ro ?a E �i SHEATHING u- `" �, MODEL: CAPE ANN (MOD.) n i�• Li - li P7 co co N ' SITE LOCATION: HYANNIS, MA 141 cN 1 5\° ��\� j COUNTY: BARNSTABLE V-11" �, ti ZIP CODE: 02601 i F� ti 2'-10 3/8 ,��4 SEISMIC CATEGORY: B 2x4 BRACING 1; --- 2x4 NAILERS ;o SNOW LOAD (Pg): 25 psf BTM PLATE I FOR SIDE BRACING �Y: _-- — \ti WIND SPEED (VFM): 90 mph BRACING -___-- �ii . (- - S 2x4 E BRAS PENN ' BEVEL @ 45 DEGREES FOR SIDE BRACING (OLYON mj ROWS CORPORATION 3'-7. PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 4'-6" DRAWING TIRE: 4'-6' DORMER DETAIL DRAWN W. GATE SHEET: f - - v - - 1 - •- .. • CHECIKG Ffi: SCALE: N� PA4 10/29/2007 9:47:51 AM .: PROJECT NO. SERIAL NO. 07-093 . 11296 8'-6" s „6 — y I 7 0 5/16 6" DATE DESCRIPTION BY 5 1/2" (3) W SPF#2 HEADER 3'-6° ' r °° `° ' � °° FINAL FOR \ � ;� `o CONSTRUCTION DATE PRODUCTION BY c \ 10/24/07 COMPLETED PRODUCTION JAE x N N ^ 10/24/07 RELEASED TO PRODUCTION JAE ' BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA 1'-2 1/2" V-4" V-4" 1'-4" 1'-4" 1,-4� i'-4'! 1 4" V-4" 1'-4" 1'-4" V-4" V-4" 4 13/16 . 1'-4" 1'-4" 1'-4" 1'-4" MODEL: CAPE ANN (MOD.) 7'-10 1/2" V-10 1.3/16" 3'_3° 2'-10 3/16" 7'-0 13/16" SITE LOCATION: HYANNIS, MA SHIP LOOSE PANELIZED SHED DORMER WALL 5 & 8 s'_o° . .'SHIP. LOOSE PANELIZED SHED DORMER WALL #7 &. #10` COUNTY: BARNSTABLE BUILD (1) EACH BUILD (i) EACH ZIP CODE:- 02601 SHIP LOOSE 'PANELIZED SHED DORMER WALL:�'#6 & #9 " SHOWN #5 BUILD (1) EACH SHOWN #7 r ' SEISMIC CATEGORY: B REVERSED #8 SHOWN 6 REVERSED #10 SNOW LOAD (P9): 25 psf 2x6 SPF#2 4 16 O.C. REVERSED #9 2x6'SPF#2 @ 16" O.C. WIND SPEED (VFM): 90 mph SHEET EXTERIOR W/WALL SHEATHING SHEET EXTERIOR W/WALL SHEATHING 2x6 SPF#2 16" o.c, VIEWED FROM EXTERIOR � VIEWED FROM EXTERIOR SHEET EXTERIOR W/WALL SHEATHING J)PENN T v VIEWED FROM EXTERIOR t z L i ON m _ HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 . - DRAWING TIRE PANELIZED CLOSE—OFF WALLS - DRAWN BY: DAIE SHEET: CHECKED BY: SCALE: PA5 NTS 10/29/2007 9:47:56 AM ' PROJECT NO. SERIAL NO.. 07-093 11296 J �' DATE DESCRIPTION BY w. 6' 12'-0' 6' 11'-0• 6• 12'-0• 6• . (3) 2x8 SPF12 HEADER (3)2xa SPF#2 HEADER (3)2x8 SPF#2 HEADER n ' ro 6'-10 1/2' - n 2'-10• 6'-10 1/2' _ n m 1 m O FINAL FOR CONSTRUCTION • DM 10/24/07 �_ DATE PRODUCTION BY 1 10/24/07 COMPLETED PRODUCTION JAE 10/24/07 RELEASED TO PRODUCTION JAE BUILDER: KELLY INDUSTRIES V-4• 1 1'-4' 1 1'-4•1 1 1'-4• - 1'-4• 1 1'-4' j, 1'-4• 1'-4• 1'-a' V-4• V-4• 1'-4" , 4• 1'-4• 1' 4' 1'-4' 1'-4• 1'-4' 1'-4• 1'-4• 1'-4' 1'-4• 1'-4° 11'-4• 1'-4• 1'-4' ,-4' JOB NAME: SILVERA 3'-8 1/4` 6'-7 1/2• 1'-e 1/a• 4'-8 1/2' 2'-7• 4'-a 1/2•. . r-a 1/4° 6'-7 1/2• 3•-8 1/4 MODEL: CAPE ANN (MOD.) 12'-0• 12'-0• 12'-0- SHIP LOOSE PANELIZED SHED DORMER WALL #13 SHIP LOOSE PANELIZED SHED DORMER WALL #12 SHIP LOOSE PANELIZED SHED DORMER WALL i11`'• SITE LOCATION: HYANNIS, MA BUILD (1) BUILD (1) BUILD (1) COUNTY: BARNSTABLE 2x6 SPF#2 @ 16" O.C. 2x6 SPF#2 @ 16" O.C.- 2x6-SPF#2 @`16" O.C. ZIP CODE: 02601 SHEET EXTERIOR W/WALL SHEATHING SHEET EXTERIOR W/WALL SHEATHING SHEET EXTERIOR W/WALL SHEATHING - SEISMIC CATEGORY: B VIEWED FROM EXTERIOR VIEWED FROM EXTERIOR VIEWED FROM.EXTERIOR SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph PENN r - LYON r HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 . _ a DRAWING TOLE • PMEUZED =E—OFF WN1S DRAWN BY: DATE SHEET: CHEGI�D�: PA6 . NTS 10/29/2007 9:48:00 AM , I PROJECT NO. SERIAL N0. -07-093 11296. DATE DESCRIPTION BY - CC531901 FWAL FOR oco � . CONSTRUCTION 12/12 - 11'-11 1/2„ MODULE DAIS 10/24/07 DATE PRODUCTION BY f._Off 11 W ALLS - 10/24/07. - COMPLETED PRODUCTION JJAE 10/24/07 RELEASED TO PRODUCTION Jim BUILDER: KELLY INDUSTRIES 11'-11 1/2" x JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA " COUNTY: BARNSTABLE 9 1/4„ WOOD -"I' : ' zIP CODE: 02601 ' SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf • ------ -------- ----------------- ----..- --_ - -- ,, - WIND SPEED (VFM): 90 mph - N . -- ILLUSTRATION ON --- ---- ( PENN � .OLYON_ ---- - --------------------- L- --=--- HOMES CORPORATION « PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 (570)374-4004 1(800)788-4754 SHIPPING HEIGHT DETAILS - DRAWING TITLE SHIPPING HEIGHT DETAILS DRAWN BY: DATE SHEET: CHECKED UP. SCALE: PA7 - NTS 10/29/2007 9:48:05 AM , Job Truss Truss Type Qty Ply' Penn Lyon 212 PA • 1 1 42562 P498002 KINGPOST ' PA9747 Ref.#2129034 Universal Forest Products Inc.,Grand Rapids,Ml 49525,Weston Gorby 6.500 Is Dec 14 2006 MiTek Industries,Inc. Thu Aug 23 10:00:42 2007 Page 1 2-7-8 5-3-0 Frxt=>testeotnfrrrt�iF • 2-7-8 2-7-8 .�r```WO p��, :pi�� F �� ,� o f ht - 4x5 = t..�flr \N FJ9 %i 19 �~ J �VAN co FREEMAN r ra 22155 „�� difi��CE':�•�CNS�C. <e��ti�, `` �QF DE ,S ��\ t�`Q 0786t63 '� � AL - T19a�ESS10 �� o W1 �g�6 o. G t VM t , !16, It, °,�4�q ,tlt�i� rlJpf: i t J�" Y �4d REHiSTEREfi �`.` . '',�. F,q <,0'�.': 1 3 �.C) PREII ESSIfl1dR! © r s'� � . M v 1!1 y KEVI W. FREEMAN � ,� ` NO.sa2�• � ; , o ". STRUCTURALI 6 131 5 4 m ENGINEER og wv 4x4// 2x4 11 4x4 �� ,� PI U54541 f g��� .dc� tCEN S l� �, ��,•i' vu Ar S Y L`� a�f rft�it afl�A��1�t°` Q-4-$ 2-7-8 I 4-10-8 ;. 5-3-Q 0-4-8 2-3-0 243 0 0-4-8 Plate Offsets 1:0-1-13 Ed a 3:0-1-13 Ed e SPACING:2-0-0 SPACING: 1-4-0 SPACING: 1-0-0 SPACING. 2-0-0 CSI -'DEFL in' (loc) I/deft Ud PLATES' GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plates Increase. 1.15 TC 0.24" Vert(LL) -0.00 5 >999 240 MT20 197/144 TCLL 24.3..• TCLL 36.4 TCLL 48.6 Lumber Increase 1.15 BC 0.30 Vert(TL) -0.00 5 >999 180 (Ground Snow=41.0) (Ground Snow=61.5) (Ground Snow=82.0) Rep Stress Incr YES WB 0.02 Horz(TL) 0.00 4 n/a n/a TCDL 8.0 TCDL 12.0 TCDL 16.0 Code IBC2006ITP12002 (Matrix) Weight: 17 lb BCLL 0.0 * BCLL 0.0 * BCLL 0.0 BCDL 8.0 BCDL 12.0 _ BCDL 16.0 ' LUMBER 11)This truss has been designed in accordance With the 2006 IBC Sec 2303.4.2,2006 IRC Sec 802.10.2 TOP CHORD 2 X 4 SPF Stud 12)This truss has been designed to meet the 2003 IBC Section 2308.10.7.1;2003 IRC R802.10.2 ' BOT CHORD 2 X 4 SPF Stud 13)This truss has been designed to meet 2002 BCNYS sec2303.4(Building Code of New York State). WEBS 2 X 3 SPF Stud f 14)This truss has been designed to meet 2002 RCNYS R802.10.2(Residential Code of New York State). REACTIONS (lb/size) 6=180/0-3-8,4=180/0-3-8 15) Based on:P498001 " Max Horz6=-157(LC 6) 16)Revision:Updated Codes Max Uplift6=-168(LC 8),4=-168(LC 9) Max Grav6=240(LC 15),4=240(LC 16) FORCES (lb)-Maximum Compression/Maximum Tension ' TOP CHORD 1-2=-176/121,2-3=-176/121 < BOT CHORD 1-6 65/92,5-6=-64/92,4-5=-64/92,3-4=-64/92 I'• . WEBS 2-5=-20/47 BRACING TOP CHORD Structural wood sheathing directly applied or 5-3-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES T 1)Wind:ASCE 7-05; 120mph @24in o.c.;h=30ft;TCDL=2.4psf;BCDL=2.4psf-,Category II;Exp C;enclosed;MWFRS gable end zone and C-C Exterior(2)zone; cantilever left and right exposed; Lumber D0L=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified. 2)Wind:ASCE 7-05; 147mph @16in o.c.;h=30ft;TCDL=3.6psf;BCDL=3.6psf;Category 11;Exp C;enclosed;MWFRS gable end and C-C Exterior(2)zone; . cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C for members and forces,and for MWFRS for reactions specified.` 3)Wind:ASCE 7-05; 150mph @12in o.c.;h=30ft;TCDL=4.8psf;BCDL=4.8psf;Category II;Exp C;enclosed;MWFRS gable end and C-C Exterior(2)zone; cantilever left and right exposed; Lumber DOL=1.60 plate grip DOL=1.33.This truss is designed for C-C-for members and forces,and for MWFRS for reactions specifi 4)TCLL:ASCE 7-05;Pg=41.0 psf(ground snow);Ps=24.3 psf(roof snow);Category 11;Exp C;Partially Exp.;Ct=1:1 WARNING - Verify design parameters and READ(VOTES Universal Forest Products,Inc. 2801 EAST BELTLINE RD,NE 5)Roof design snow load has been reduced to account for slope. - PHONE(616)-364-0161 FAX(616)-365-0060 GRAND RAPIDS,MI 4950 6)Unbalanced snow loads have been Considered for this design. - - '' `� This building component has only been designed for the loads noted on this drawing. Construction and lifting forces have not been considered. The builder is.responsible • 7)This truss has been designed as per IBC Sect. 1605.3.1.1 Load reduction,for multiple live loads. for lifting methods and system design. Builder responsibilities are defined under section 2.3 of TP11-2002.This design is based only upon parameters shown,and is for 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 b 2-O-O Wide an individual building component to be installed and loaded vertically.Applicability of design parameters and proper incorporation of component is responsibility of building , g g. y designer-not truss designer.Bracing shown is for lateral support of individual web members only.Additional temporary bracing to insure stability during construction • ; will fit between the bottom chord and any other members. 9)One RT7 USP COnneCtOfS recommended t0 Connect truss t0 bearing Wa11S due t0 Upilft at Jt(S)6 and 4' is the responsibility of the erector.Additional permanent bracing of the overall structure is the responsibility of the building designer.For general guidance regarding 10)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSaPI 1. fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-03 from Wood Truss Council of America and Truss Plate Institute Recommendation available from Wood Truss Council of America 6300 Enterprise LN,Madison,WI 53719 J:lsupport\MitekSupp\templateslufp.tpe ®opyright 2007 by Universal Forest Products,Inc. - STATE APPROVAL STAMP DESIGN CRITERIA BUILDING INFORMATION PROJECT No. SERIAL No: PREsCH'ECKA PROVISIONS 07-093 . `;.---- CONSTRUCTION TYPE:58 WOOD FRAME FLOOR AREA 1ST FLOOR:864 SO FT NALYSIS SHALL BE PROVIDED TO THE LOCAL BUILDING OFFICIAL WITH USE GROUP: R4 2ND FLOOR:663 SQ FT SSION. 1 SMOKE DETECTORS REVIEWED IpPlICABLE CODES'- MASSACHUSETTS PENN J IMPORTANCE FACTOR: 1.0 TOTAL: 1547 SQ FT A Fuel /Gas/ Plumbing Code *c� GROUND SNOW LOAD:Pg = 25 PSF VOLUME IST FLOOR:6912 CU FT SITE WORK -67 State Building Code 6th Edition `"% FLOOR LIVE LOAD: 40 PSF 2ND FLOOR: 3456 CU FT BA STABLE BUILDING DEPT. DATE 1 s3 BOOA National Mechanical Code w/Amendments FLOOR LIVE LOAD(SLEEPING AREAS):30 PSF TOTAL 17280 CU FT SITE WORK TO INCLUDE ALL FOUNDATION WORK,ANCHORING SYSTEM, SERVICE CONNECTIONS, CORRIDOR WE LOAD 100 PSF HDGHT ABOVE GRADE.2 STORIES SETTING & LEVELING OF THE UNITS, COMPLETION OF SIDING & ROOFlNG THAT IS NOT 2 05 National Electrical Code.w.k%Amendments LYON - COMPLETED AT FACTORY, COMPLETION'OF INTERIOR TRIM WHERE NECESSARY, COMPLETION OF BALCONY LIVE LOAD:60 PSF OR 100 PSF 21'-10 11/16"SILL TO Po ALL MODULE INTERCONNECTIONS (ELECTRICAL WATER, DWV), COMPLETION OF ALL WALKWAYS, STAIR LIVE LOAD:1_40 PSF OR 100 PSF OCCUPANCY LOAD.864/200= 4 PER 1ST FLOOR RAMPS, RAILINGS, EXTERIOR LIGHTING, ECT. FIRE DEPARTMENT DATE HOMESCORPORATION WALL LIVE LOAD: 22 PSF(90 MPH) 683/200=3 PER 2ND FLOOR BOTH SIGNATURES ARE REQUIRED FOR PERM17TIN 39 PSF(120 MPH) TYPE OF FIRE ALARM: PHOTO ELECTRIC S/D THE ENCLOSED DRAWINGS ANO SPECIFICATIONS HEREINAFTER REFERRED TO AS THE MASSACHUSETTS FLOOR DEAD LOAD: 10 PSF TYPE OF FIRE SUPPRESSION: N/A SUBSET)ARE THE PROPERTY OF PENN LYON HOMES CORPORATION (HEREINAFTER ATTIC STORAGE DEAD LOAD:20 PSF REFERRED TO AS PLH). THIS SUBSET IS INTENDED TO SHOW A TYPICAL PLAN LAYOUT ROOF DEAD LOAD: 17 PSF AND ARRANGEMENT AND IS INTENDED TO SHOW THE PLH BUILDING MODULE IN DATE DESCRIPTION BY CAPE aPE COMPLIANCE WITH ALL STATE CODE REQUIREMENTS AND STANDARD ENGINEERING PRACTICES WALL DEAD LOAD:90 PLF IN ORDER FOR THE GENERAL CONTRACTOR TO OBTAIN BUILDING PERMITS. NO PART OF WIND SPEED:Vw_90 MPH MECHANICAL INFORMATION THIS SUBSET MAY BE REPRODUCED OR USED IN ANY FORM OR BY ANY MEANS WITHOUT EXPOSURE CATEGORY:C TYPE OF HVAC:HOT.WATER BASEBOARD HEAT WHEN AUTHORIZATION FROM PLH. THIS SUBSET IS PROPRIETARY AND SHOULD BE KEPT MANUFACTURER THIRD PARTY SEISMIC USE GROUP: , TYPE OF FUEL BURNING EWIPTMENT: CONFIDENTIAL. ANY UNAUTHORIZED USE OF THIS SUBSET IS PROHIBITED. CARBON MONOXIDE ALARMS MUST BE INSTALLED PER , PENN LYON HOMES INC. PFS CORPORATION SEISMIC DESIGN CATEGORY:B ON-SITE BY OTHERS PLH WILL BE CONSIDERED AS A SUBCONTRACTOR IN ALL BUILDING PROJECTS, SUPPLYING MUST BUILDING CODE PO BOX 27 AIRPORT RD. 2877 SKATETOWN-ROAD Sds(MAX)= 1.17g TYPE OF CHIMNEY AND VENTING SYSTEM: A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. SELINSGROVE PA 17870 BLOOMSBURG PA.17815 SOIL SITE CUSS:D DIRECT VENT GAS FIREPLACE THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE.. (570)374-4004 (570)784-8396 SEISMIC PROVISIONS:EXEMPT ALL DIMENSION LINES AND NOTES SUPERSEDE ANY SUCH REFERENCE. (800)788-4754 INTERIOR FLAME SPREAD: NOT GREATER THAN 200 CERTIFICATION NUMBER:MCj 020 AUTHORIZATION NUMBER:TPLq 02 EXPIRATION DATE:4-30-08 EXPIRATION DATE:4-30-08 - GENERAL NOTES INDICATES DRAWING INDEX INDICATES :DRAWING INDEX THIRD PARTY APPROVAL STAMP 1. IF ANY DISCREPANCIES EX INCLUDED INCLUDED THE APPROVED DRAWINGS SHALL GOVERN.EXIST BETWEEN THE APPROVED DRAWINGS AND THE SPECIFICATIONS, SHEETS SHEET DRAWING TIRE DATE REV SHEETS SHEET - DRAWING TITLE DATE REV 0' x ' , 2. ALL EGRESS OPENINGS SHALL HAVE A MINIMUM OF 20"W X 24"H WITH A CLEAR OPENING X Al COVER SHEET 09/17/07 N/A _ F- OP 5.7 SF. SILL HEIGHT SHALL BE A MAXIMUM OF 44"ABOVE FINISH FLOOR. EGRESS X A1.1 ELEVATIONS 04/23/07 09/17/07 a c - 0 OBTAINED FROM NORMAL OPERATION OF WINDOW.- X . All 19T FLOOR PLAN 04/20/07 09/17/07 � w c 3. ATTIC ACCESS SHALL BE A MINIMUM CLEAR OPENING OF 22" X 30"AND BE PLACED NEAR X A1.3 PROPOSED 2ND FLOOR PLAN 04/20/07 09/17/07 c'Ja THE MATING SIDE OF THE MODULE. ��; 4. ANY FLOOR PLAN MAY BE REVERSED. X A1.4 1ST PLR. ELECTRICAL PLAN 09/17/07 09/18/07 s� o3 DATE PRODUCTION BY 5. MINIMUM HABITABLE ROOM SIZE IS 70 SF.MINIMUM DIMENSION IS 7'-0". X A1.5 1ST FLR.BASEBOARD HEAT PLAN 09/17/07 N/A o N Pgl 6. FURNITURE IS SUPPLIED BY OTHERS. X A1.6 FOUNDATION PLAN 09/17/07 N/A • `� �.., 7. ALL PROJECTIONS SUCH AS BAY AND BOW WINDOWS, WALK OUT BAYS, ETC.,ARE INSTALLED 0 cc ON-SITE (OPTION TO.BE INSTALLED BY PLH). X A6 DOOR&WINDOW SCHEDULES 09/18/07 N/A � 8. END SIDING IS INSTALLED ON-SITE. OTHERS ARE RESPONSIBLE TO PROVIDE AND INSTALL X. AB INSULATION SCHEDULE 09/18/07 N/A BUILDER: KELLY INDUSTRIES BUILDING PAPER WITH 4° MINIMUM LAP OVER SHEATHING FOR WEATHERPROOFING MODULES. X P1 TYPICAL PLUMBING DETAILS 09/18/07 N/A BOTTOM ROW OF SIDING IS TO BE INSTALLED ON-SITE. L 9. ALL HANDRAIL AND GUARDRAIL IS PROVIDED AND INSTALLED ON-SITE BY OTHERS..(OPTION X P2 PLUMBING NOTES 09/18/07 N/A v JOB NAME: SILVER TO BE PROVIDED AND/OR INSTALLED BY PLH). GUARDRAILS ARE REQUIRED ALONG ALL OPEN X S12 SHED DORMER CROSS SECTION 09/18/07 N/A LL c i }- SIDES OF STAIRS; STAIRWELLS, BALCONIES, ETC. A MINIMUM OF 36"ABOVE THE FLOOR (34' X S13 SHED DORMER FLOOR GIRDER&FOUNDATION LOADS 09/18/07 N/A �, Ll _ p MODEL: CAPE ANN (MOD.) MINIMUM ON STAIRS). VERTICAL OR HORIZONTAL RAILS SHALL PROHIBIT PASSAGE OF A 4" X S14 SHED DORMER MARRIAGE WALL HEADERS&BEAMS 09/18/07 N/AL111 SITE LOCATION: HYANNIS, MA SPHERE..HANDRAILS ARE REQUIRED ON BOTH.SIDES OF STAIRS AT MINIMUM OF 30"ABOVE X S15 SHED DORMER MARRIAGE WALL COLUMNS 09/18/07 N/A �. THE NOSING AND A MAXIMUM OF 38"ABOVE THE NOSING. X S16 SHED DORMER SIDE WALL HEADERS 09/18/07 N/A =;, COUNTY: BARNSTABLE 10. RAIN GUTTERS AND LEADERS ARE PROVIDED AND INSTALLED ON-SITE BY OTHERS. X S17-S18 'SHED DORMER SIDE WALL JAMBS 09/18/07 N/A m 11. VINYL OR ALUMINUM VENTED SOFFIT PROVIDED BY PLH AND INSTALLED ON-SITE BY OTHERS. a� ZIP CODE: 02601 (OPTION TO BE INSTALLED BY PLH). X S19. . SHED DORMER SIDE WALL COLUMNS 09/18/07 N/A to SEISMIC CATEGORY: B 12. ALL EXTERIOR LIGHTS ARE INSTALLED ON-SITE (OPTION TO BE PROVIDED BY PLH). X S20 SHED DORMER END WALL HEADERS&COLUMNS 09/18/07 N/A a d 13. CORNER POSTS MAY BE INSTALLED IN THE FACTORY BY PLH OR ON-SITE BY OTHERS. oa 14. PLUMBING ACCESS PANELS WILL BE PROVIDED PER APPLICABLE CODES.' X S21 SHED DORMER SIDE WALL STUDS 09/18/07 N/A a� SNOW LOAD (Pg): . 25 psf 15. FINISH CONSTRUCTION FOR THE ROOF INTERSECTIONS (PEAKS RUNNING PERPENDICULAR) IS X S22 2-BOX ROOF SYSTEMS 09/18/07 N/A CL CL THE RESPONSIBILITY OF OTHERS. X S24 OVERHANG DETAILS09/18/07 N/A - WIND SPEED (VFM): 90 mph 16. ALL METAL SIDING MUST BE GROUNDED PER ARTICLE 250 OF N.E.C. (ON-SITE BY OTHERS) X S33 OPTIONAL ROOF DORMER 09/18/07 N/A 17. ALL STRUCTURAL MEMBERS SHALL MEET OR EXCEED THE MEMBERS SPECIFIED BY THE X S39 _ TYPICAL STAIR DETAILS 09/18/07 N/A RA OR P.E.APPROVAL STAMP PEON STRUCTURAL ENGINEERING CALCULATIONS AND BE GRADE STAMPED. g S40 FIELD SHEET 09/18/07 N/A 18. BATH FAN/LIGHT TO PROVIDE AN AIR EXCHANGE OF 50 CFM (85 CFM (RI)). KITCHEN OLYON EXHAUST FAN TO PROVIDE AN AIR EXCHANGE OF 100 CFM. X S41 FASTENING SCHEDULE 09/18/07 N/A19. SHOWER AND TUB/SHOWER PROTECTION SHALL BE PROVIDED PER CABo. X S42 MISCELLANEOUS FASTENING 09/18/67 N/A 20. FASTENING OTHER THAN THAT SHOWN ARE TO BE IN ACCORDANCE WITH THE IRC STANDARD r` X WI-W11 120 MPH WIND CONNECTIONS 09/18/07 N/A �. P` T6 FASTENING SCHEDULE. 21. FOAM SEAL GYPSUM BOND-2100 SYSTEM IS APPLIED IN ACCORDANCE WITH MANUFACTURES X W12421 SHED DORMER 120 MPH WIND CONNECTIONS 09/18/07 N/A HOWS CORPORATION INSTRUCTIONS. �(��� `� ' KL '� PO BOX 27' AIRPORT RD, SELINSGROVE, PA 17870 22. FOR DUPLEX OPTION, UNITS ARE SEPARATED BY A ONE-HOUR OR TWO ONE-HOUR WALLS Y (570)374-4004 1(800)788-4754 WITH AN STC RATING EQUAL TO OR GREATER THAN 45. y u 4 - 23. ALL SPECIFIC FLOOR PLANS WILL BE EXTRACTED FROM THESE APPROVED SYSTEMS. c� �' C' " DRAWING ME' 24. CERTIFICATION LABEL LOCATIONS FOR THE STATE LISTED ABOVE: PFS LABEL, STATE OR IBC .. i LABEL AND DATA PLATE: LOCATED AS INDICATED ON SPECIFIC FLOOR PLANS. ,e ® OVER SHEET 25. ANY HOME IN A SNOW ZONE GREATER THAN 3OPSF UP TO 60PSF SHALL BE BUILT TO 60PSF SPECIFICATIONS. ANY HOME IN A WIND ZONE GREATER THAN 9OMPH UP TO 120MPH T ^�\� �,Pks�'a� SHALL BE BUILT TO 120MPH SPECIFICATIONS. B U I L D I G S S I ���p�-`�`�T C a�?r ,�`� IN mGLENCO �� 09/17/07 SHFEr' E#E] I 31 TOTAI.INCLUDED SHEETS %%%%� CHECKED HY: SCAIF: Al ,= NITS 9/19/2007 1:42:21 PM B . AS PER R3 . 9 , 1 , 5 PROJECT NO. SERIAL NO. 07-093 - ----- CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 12 12 12 3.88 12[ 112 o a o DATE DESCRIPTION BY 12 F 09/17/07 CHG WIDTH do LENGTH/SUBSETS GLEN ;1 ° FRONT ELEVATION RIGHT ELEVATION CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 3.8812 DATE PRODUCTION BY 00 � 00 0 BUILDER: KELLY INDUSTRIES I Al 112 JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA 0 _7 COUNTY: BARNSTABLE ® ZIP.CODE: 02601 SEISMIC CATEGORY: B ® ® SNOW LOAD (Pg): 25 psf SOL WIND SPEED (VFW): 90 mph REAR ELEVATION LEFT ELEVATION PENN (OLYON APPROVED PFS CORP HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 SEP 20U7 (570)374-4004 1(800)788-4754 NOTES: r ocaunHc nnE: 1. ELEVATIONS ARE SUGGESTIVE ONLY. SHA110NS APPROVAL LIMITED TO 2. ALL EXTERIOR RAILINGS, DECKS,. AND ACCESS TO GRADE BY OTHERS °FACTORY BUILT PORTION OWN W. DATE., SHEET: 3. SEE SALES AGREEMENT FOR ALL MATERIALS AND SPECIFICATIONS. Bcc a/23/o7 A1 ,1 CHECKED HT: SCALE:- - 9/19/2007 9:52:40 AM PROJECT NO. SERIAL NO. 07-093 ---- 36'-0" 4'-7" 8'-11 1/2" 16'-10 1/2" 5'-7 3048 2 -T-1 24210 3' RADON VENT 3048 STUB PLUMB TO CAPE 2nd 71 6DR: (3) 2x1U SPF #2 C, w123a -4 1/2' H 9'-1 1/4" 1 10'-2' 5836 �, ✓. t'o o°� LABELS 6 3" MAIN VENT �����1 °N �T/� D �1 2.5"$PIER 1/2„ .N \ �� „2 DATE DESCRIPTION BY Dll\ll\lt i1t00M I. o + IF # 09/17/07 CHG WIDTH & LENGTH/SUBSETS GLEN a II fl I 30' MIRROR h �g II Li in Ucffl AR CHINA { a0 311 U DROP IN BOWL m N KITCHEN �' ,m..1 BEDROui OM EN � O J z a, 7'-7 1/2" m \00 z m N 9'-6 1/2" 1/2" FILL 1 1/2".FILL 3 HA m `co _ B18 Vc�S 7� Q_ � _ OMIT 46" GYP. G�,y� I— cocoa z I - - N I I w3s12 I w3o3o �. I RCB (2) 1.�"Ix 9.25" LV.L I�' - - _ °O -�. oM o = I o RCB4_ (2) 1.5" x 9.25" L.V.L. PER I DULE ---- --- --- d; I RCB4: (2) 1.5" x 9.25" LV.L -- -- 9 1 2" 3- I I 3'-0" Jim 10-6 1 2' (5) 2x4 SPF #2 mi SUPPORT STUDS PER MO LANDING IT GYP 46" OMIT L- - - - - - - - - - - - J =i - o — J )MIT— (3)(3) 2x4STUDS ADD'L BSM7 � SUPPORT STUDS PER. MOD COLUMN REQ'D DATE PRODUCTION BY 2'-0„ NI 5'-2 3'-6" LL CARPET GRADE Il 'RAILING BY L m FAiMY RM �_ BUILDER: KELLY INDUSTRIES ICI 00 OTHERS i o i JOB NAME: SILVERA LIVING ROOM , FOYER i o MODEL: CAPE ANN (MOD.) UP 13R BULLNOSE SITE LOCATION: HYANNIS, MA M COUNTY: BARNSTABLE I ZIP CODE: 02601 CD �68 0 SEISMIC CATEGORY: B N' HDR: (3) 2x8 SPF 2 3-LITE -LITE SNOW LOAD (Pg): 25 psf 3068DBL WIND SPEED (VFM): 90 mph 3048 3048 SAFETY 3048 3048 NOTES: 3'-21/2" 5'-9. GLAZE 9'-01/2" 9'-01/2" 5'-9" 3'-21/2" PENN 1. 2x6 EXTERIOR WALLS, @ 16 O.C: = L T YON 2x4 MARRIAGE WALLS, @ 16 O.C. Ii 2x4 INTERIOR WALLS, @ 16' O.C. LOCATION FOR 4'-6" j LOCATION FOR 4'-6" 2. 12�1.2 TRUSS ROOF, 16 O.C. DORMER W/2842 WINDOW DORMER W/2842 WINDOW APPROVED 'HOMES CORPORATION PIS S CORP PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 3. 8'-0" CEILINGS NOTE: (570)374-4004 1(800)788-4754 4. SILVERLINE SGL HUNG.WINDOWS W/NO GRILLS ALL MARRIAGE WALL CEILING BEAMS WITH A SPAN OF 6'-0" OR LESS ARE SEP 2 1 2007 ' DRAWING TRLE: 5. HOT WATER BASEBOARD HEAT (1) 2x10 SPF #2. ALL OTHERS ARE SPECIFIED ON THE PLAN. FIRSr FUN PLAlll 6. FLOOR GIRDER TO BE (3) 2x10 SPF#2 PER MODULE. 7. 2x10. FLOOR JOISTS ® 16" O.C. ALL LOAD BEARING EXTERIOR WALL HEADERS WITH A SPAN OF 4'-8" OR LESS ARE APPROVAL LIMITED TO . (3). 2x6 SPF #2. ALL OTHERS ARE SPECIFIED ON THE PLAN. FACTORY BUILT PORTION °RAWN ` ecc DATE: a/2o/o7 S" ` . CHECKED BY: SCALE: A 1 .2 9/19/2007 10:04:00 AM' b PROJECT NO. SERIAL N0. 36'-0" 07-093 ----- PANELIZED SHED DORMER 7'-0n 11'-0° 11'-0" 7'-0" 3048(2) 24210 3' RADON VENT 3048(2) HDR: (3) 2x8 SPF #2 i i �, HDR: (3) 2x8 SPF #2 13'-1 1/2" i i � ` i 12'-11 1/2" GATE DESCRIPTION BY 09/17/07 CHG WIDTH & LENGTH/SUBSETS GLEN 1 I e1 j o - I I11jI it BATH ri o 8'-0" N. BEDROOM #i I t . BEDROOM #2 Ln cn �6 �, _ RC.61:_(2) 1.5x9.25 LVL _ 68A _ _ R_C82: (2) 1.5 x 14" LVIL _ _ "' CD N M W 2 SUPPORT STUDS,PER MOD. /2 SUPPORT STUDS PER MOD. ,;� oo N o LANDING g o E N r ) _ _ _ _ _ _ SLOPED CEILING M SLOPED CEILING LANDING � DATE PRODUCTION BY U-) „ 9'-6 1/2" `D 6'-8" 14'-8" .* 0 o BUILDER: KELLY INDUSTRIES N y 3'-0" N JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA `D COUNTY: BARNSTABLE co HDR: 3 2x6 SPF HDR: 3 2z6 SPF 2 . ZIP CODE: 02601 2842 2842 SEISMIC CATEGORY: B 2'-3" 2'-3" 2'-3" 2'-3" SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph PENN 4'-10" L 4'-6" 17'-4" 4'-6" 4'-10" OLYON PROPOSED 2 N D FLOOR HOMES CORPORATION PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 T O B E FINISHED ON - SITE B Y OTHERS CORP (57D)374-�G4 ,(800)788-4754 DRAWING�� PROPM 2W IFl ooR L:L D TO DRAWN BY: BCC DATE 04/20/07 bNLLr. TION DiECKED W., �: A1 .3 9/19/2007 10:08:00 AM PROJECT NO. SERIAL NO. 07-093 ----- "G„ P GFI °G' 0 —I AFC I "A" JB"G" ��, � �J AfC A DINING ROOM nA'I RA BL©#ER 1-- GFI I "I vTr�/v FL WITHIN 6.Of:EN KI 1. E n `:o 30.. F II l� „G„ BATH i —„G BEDROOM/DEN DATE <:? s DESCRIPTION BY,. J I 09/18/07 LINE TlECTRICAL JAY XL I I in CZ a "H' n H N Vim--------------------j n H i L---Noo L 1 CZI � v, FC nB I E Ij�f B" B. ram-J ,� �L i i „H Hn "H H nEn B ��i -------1v CI "F" FURNACE SAFET SW CH 60". \ 33 AC/DC ELECTRICAL LEGEND D ----cn "D" T S - J i ^' "H DUPLEX RECEPTACLE DJ I -- - - - J I p �-�n�, 14-3 BSATT+ OM GROUND FAULT PROTECTED RECEPTACLE � UNDER LANDING 0 DETECTORS`% OAFCI ARC FAULT PROTECTED RECEPTACLE SWITCHED RECEPTACLE LIVING ROOM I P I I DATE PRODUCTION BY ? 220 VOLT RECEPTACLE y "D' 44 INI i.o S SINGLE POLE SWITCH 101 �- —=---------- "� I FAMILY RM S3 THREE WAY SWITCH I I I YER 1a1 I 1 I BUILDER: KELLY INDUSTRIES S4 FOUR WAY SWITCH i 101 Q 1 CEILING MOUNTED LIGHT FIXTURE I i I JOB NAME:. SILVERA ® RECESSED LIGHTING FIXTURE I i I MODEL: CAPE ANN (MOD.) .I I EQ RECESSED LIGHTING FIXTURE w/EYEBALL TRIM I. > ' I SITE LOCATION: HYANNIS, MA D I TO 2ND E S3 II I I ---------==------ -- COUNTY: BARNSTABLE SCONCE �^------------ I Ij r--T j FAN/LIGHT COMBO I I I j . j a. I„ ZAP CODE: 02601 HEATER/FAN/LIGHT COMBO S SEISMIC CATEGORY: B Q EXTERIOR LIGHTING FIXTURE XL J P GFI SNOW LOAD (Pg): 25 pSf WIRE FOR EXTERIOR FLOOD LIGHT "G "I" 4° x 4' x 2 1/8" METAL JUNCTION BOX WIND-SPEED (VFM): 90 mph A TV JACK "J" CAPE 110V• pFNN © TELEPHONE JACK K "K" GAPE 11 oV S +�` -+ � PHOTO ELECTRIC SMOKE DETECTORS ® TELEPHONE JACK � 60•aFF HWBB HEAT (� °Q" CAPE 110v I)LYON , AC/DC SMOKE DETECTOR . ARE AFCI PROTECTED . n 200 AMP MAIN PANEL R R CAPE 11ov APPROVED HOMES COMBO AC/DC CARBON MONOXIDE h SMOKE DETECTOR "' n01►1PN CORPORATION PULLWIRE FOR LOW VOLTAGE THERMOSTAT CIRCUIT OESCRIPIION BREWER AWG CIRCUIT DESCRIPTION BREAKER AWG PFS CORP PO BOX 27, AIRPORT.RD, SELINSGROVE, PA 17870 A SMALL APPLIANCE 20A 12 H GENERAL LIGHTING 15A 14 (570)374-4004 1(800)788-4754 0 LINE VOLTAGE THERMOSTAT a SMALL APPLIANCE 20A 12 I GENERAL LIGHTING 15A to C BATH GFl S 20A 12 J CAPE CIRCUIT 2QA 12 DRAWING TIRE c � DOOR CHIME w/REMOTE TRANSFORMER D GENERAL UOR 10A 12 K CAPE CIRCUIT 20A 12 SEP 2 1. 1001 FIRST F=R ELEMC& PLAN E REFRIGERATOR 20A 12 CAPE CIRCUIT 20A 12 F FURNACE 20A' 12 R CAPE CIRCUIT 20A 12 /pMp SOLDERLESS WIRE CONNECTOR G GENERAL ucrmNc 15A is APPROVAL LIMITED TO DRAWN ar: DATE: - SHEET: FACTORY BUILT PORTION cLENCD o9/n/o7 A1 .4 - CHECKED BY: SCALE: --- 1/4°=1'-0" 9/19/2007 10:12:49 AM PROJECT NO. SERIAL NO. 07-093 ----- 6' 3' _ 6' I o 5' DMG ROOM BATH 12 I o II u n II Q -- ° J BEDROOM/DEN KITCHEN To DATE DESCRIPTION BY , 1 HALL fi I ICI �I ICI 6' FALIMY RM DATE PRODUCTION BY #I i LIVING ROOM FOYER I BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA I MODEL: CAPE ANN (MOD.) Z, i 9, SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 Room Name Oisnuf eA,tircHAu BEDRW9EN FAMILVFM F° R WRM SEISMIC CATEGORY: B ROOM SO FTG 223 77 133 173 134 ,25 Ext Wall F7 30.5833 6.375 23.0417 26.4le7 11.1667 22.4107 CI Height FT 8 e 8 8 e 8 - SNOW LOAD (Pg): 25 psf STATE - NJ � Area LosslUxA) Area LossfU%A) Area Loss(lh:A) Area Lass(UxA) Area Loas,UxA, Area Losa,llxA, WIND SPEED (VFM): 90 mph Windows(U) - 0.35 30.4 10.0 0.0 0.0 30.4 10.8 0.0 - 30.4 - 0.33 0.0 0.0 0.0 0.0 6.2 PE Doors(U) . 0.18 0.0 0.0- 0.0. 0.0 39 8.2 � 0.0 0.23 19.8 4.5 0.0 0.0 0.0 0.0 0.0 _ OLYON Exeweus(u) 0.055 194.6664 10.7 51 2.8 184.3336 10A 180.9336 10.0 50.3336 2.8 148.9336 e.z APPROVED 194.6884 0.0 51 0.0 184.3338 0.0 180.9338 0.0 50.3338 0.0 1d8.833S 0.0 ' Floors(U - - - 0.049 223 10.9 77 3.8 133 0.5 173 8.5 134 0.6 125 6.1 - PFS CORP 223 0.0 77 0.0 133 0.0 173 0.L1341 0.0 125 0.0 HOMES CO OR �TION Ceiling U C PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 0.026 223 5.8 77 2.0 133 3.5 173 4. 3.5 125 3.3SEP 1 1 1001 (570)374-4004 1(800)788-4754 223 0.0 77 0.0 133 0.0 173 0. 0.0 125 0.0Infi@ration Volume VolumeVolume vdume - DRAWING TRIE °.os ne4 za °'° ° '°°" '7 3ea z 36 ,oe9 ,0APPROVAL LIMITED TO FIFW FLOOR WEBM HEAT Tote)(U x A) 71 18 37 538 dd Design Temp „ FACTORY BUILT*PORTION - GLENCO 09/17/07 A1 .5 Heat Loss(UzAzT) 57„ ,aeo 2982 d47d 2W8 3550 DRAWN BY: DATE SHEET: E88(260/FT) 7 2 4 e 4 5 � � � - CHECKED DT: SCAU:: HWB8(65uIFT) t, 3 s 9 0 7 --- 1 4' = V-O' 9/19/2007 10:13:05 AM I PROJE6io�- �� 36'-0" ---12'-0"FOUNDA TION PIER LOADS r — ------------------------------- ---------------------------------------------------- PIER ILL. LBS DL LBS TL LBS FOOTER SIZE l _—_—_—_—_—_—_—_—_—_-- --------------------------------_—_-- I 1 5472 4679 10151 30x30 I 2 2477 619 3096 2424 I 3 7794 6680 14474 3606 I I I L_ 4 4643 4003 8645 30x3O I I I l 8" X 16" CONC. FTG. W/ 8" BLOCK I I 5 9003 7642 16645 36x36 � I l 8" X 16" PILASTERS REQ'D l 6 7 69 5667 13436 6x36 I I I 10" X 20" CONC. FTG. W/ 10" BLOCK I I I �4562 2816 7364 24x24 I i AT 12' 0" O.C. MAXIMUM p[,�I SHALL BE NOTIFIED WHEN STRUCTURAL 12" X 24" CONC. FTG. W/ 12" BLOCK i I S' 840 440a 376s 8169 30x3O WHEN BACKFILL EXCEEDS 210 1050 .24x24 I I I 5' 0" W/ 8" BLOCK ALTERATIONS, SUCH AS ADDING STEEL BEAMS I I ' I l 6' 0" W 10" BLOCK TO CHANGE THE NUMBER OF AND/OR THE i I FOUNDATION WALL LOADS I I i 7' 0" W/ 12" BLOCK SPACINGS OF SUPPORT COLUMNS, ARE I I INCLUDED IN THE FINAL FOUNDATION DESIGN l N i I I I I i DATE DESCRIPTION BY WALL LOCATION LL PLF DL PLF TL PLF I I A Load Bearing Wall 657 577 1234 B Gable End Wall 67 211 1278 I C Load Bearing Wall 657 577 11234 D Gable End Wall 67 211 1278 i I I HOLD DIM. HOLD DIM HOLD. DIM. 5'-2" 5'-2" 4'-0" 4'-0" 6'-10" 6'-3" 4'-7' o I I I I I I I I I I N � 31 1 4 � 1 1 6 � 1 71 g; � g l I L---- J L-----J L-----J L----- L-----J L-----J I l I '13-7 1 2 I 3 1/2" STEEL COLUMN • i I I I I �) I I I r I S I i l 16 l CONCRETE FOOTING DIMENSIONS I I DATE PRODUCTION BY TO BE DETERMINED BY OTHERS PER l I LOCAL SOIL CONDITIONS & CODES 1/2" STEEL ANCHOR BOLT AT 6' O.C. MAXIMUM AND I i i 2 X 6 OR 2 X 8 CONT. SILL PLATE FASTENED TO FOUNDATION WALL 12" MAXIMUM FROM END OF i BUILDER: KELLY INDUSTRIES r l l WITH 1/2" X 16" ANCHOR BOLTS EACH PIECE OF MUDSILLVERIFY WITH LOCAL CODES JOB NAME: SILVERA DRAWN AS 10" BLOCK i I MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA L--------------------------- ------------------ ----------------------------- --------- — J ° COUNTY: BARNSTABLE ----------- ------ I --- ----- -------- ------------------- ----- ———————————————————————— ZIP CODE: 02601 -------------------------------------------------------------------------J SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf NOTES: WIND SPEED (VFM): 90 mph 1. THIS FOUNDATION IS SUGGESTIVE ONLY. ACTUAL PLAN IS SUBJECT TO LOCAL SOIL PENN CONDITIONS AND CODES. I)LYON 2. PLH IS NOT RESPONSIBLE FOR MATERIALS AND CONSTRUCTION IN THIS DRAWING. PFSC®RP H OMESaRCO"OMTRONPA 17870 3. PLH SHALL BE NOTIFIED WHEN STRUCTURAL (570)374-4004PORT 1(800)788-4754 ALTERATIONS, SUCH AS ADDING STEEL BEAMS SEP 2 1 2007 OWN mom: _ TO CHANGE THE NUMBER OF AND/OR THE APPROVAL r,><1vriTEn T FOUNDATION RM SPACINGS OF SUPPORT COLUMNS, ARE INCLUDED FacTORY BUILT PORT><orr OW" oo�oo/oo IN THE FINAL FOUNDATION DESIGN. CHECKM BY � A1 .6 --- 1 4' = 1'-0' 9/19/2007 10:13:20 AM PROJECT NO. SERIAL NO. 07-093 ----- RESIDENTIAL DOOR SCHEDULE RESIDENTIAL WNDOWSCHEDULE EXTERIOR DOORS OPEN SIZE ROUGH OPENING MANUFACTURER TYPE REMARKS "U" AREA S FtLIGHT S FtVENT NRINFIL. DP RATING SgFt MAX ROOM 24210 30'Wx 37114'H SUPERSEAL DOUBLE HUNG 0.32 1 7.76 1 5.2 1 2.59 1 0.1 1 50 1 64,75 OPEN SIZE ROUGH OPENING MANUFACTURER TYPE REMARKS ..U° AREA I S FtLIGHT S FtVENT I NRINFIL. DP RATING 2842 34'Wx53114-H SUPERSEAL DOUBLE HUNG 0.32 12.57 9.21 4.62 0.1 50 115.125 3068 38112'Wx 82'H DISTINCTION/TAYLOR INSULATED CORE 6 PANEL EXT PASSAGE 0.16 21.9 NIA 20 0.04 41.5 3046 3WWx 57ll4'H SUPERSEAL DOUBLE HUNG EGRESS 0.32 15.11 11.41 5.72 0.1 50 142.625 3068 38 1/2'W x 82'H DISTINCTION/TAYLOR INSULATED CORE 9-LITE EXT PASSAGE 0.23 21.9 5.1 20 0.04 41.5 2852 34'Wx 651/4'H SUPERSEAL DOUBLE HUNG EGRESS 1 0.32 15.41 1 11.58 5.84 0.1 50 144.75 3068 38112'Wx 82'H DISTINCTION/TAYLOR INSULATED CORE 15-LITE EXT PASSAGE 0.27 21.9 12 20 0.04 41.5 CW13 29'Wx 36'H SUPERSEAL CASEMENT 0.32 7.25 1 4.59 4.8 0.02 50 67.376 2868 34112'Wx 82'H DISTINCTION/TAYLOR INSULATED CORE 6 PANEL EXT PASSAGE 0.16 19.6 N/A 17.6 0.04 41.5 CW14 29%x 48'H SUPERSEAL CASEMENT 0.32 9.67 1 6.49 6.78 0.02 50 81.125 2868 341/2'Wx 82'H DISTINCTION/TAYLOR INSULATED CORE 9-LITE EXT PASSAGE 0.23 19.6 5.1 17.6 0.04 41.5 2868 341/2'Wx 82'H DISTINCTION/TAYLOR INSULATED CORE 15 LITE EXT PASSAGE 0.27 19.6 10.2 17.6 0.04 41.5 CM5 29'Wx 60'H SUPERSEAL CASEMENT EGRESS 0.32 12.08 1 8.4 8.73 0.02 50 105 6068 75112'Wx 82'H DISTINCTION/TAYLOR I INSULATED CORE 6 PANEL DBL ENTRY 0.16 43 NIA 40 0.04 41.5 24210 301/8'Wx 37114'H ANDERSEN 400 DOUBLE HUNG 0.34 7.58 4.46 2.58 0.1 50 55.75 3068 53112'Wx 82'H DISTINCTION/TAYLOR INSULATED CORE 6 PANEL w/SGL 14'SIDELIGHTS 0.16 - 30.5 2.7 F 0.04 41.5 2842 341/B'Wx 53114'H ANDERSEN 400 DOUBLE HUNG 0.34 12.34 8.23 '4.64 0.1 50 102.875 3068 68112'Wx 82'H DISTINCTION/TAYLOR INSULATED CORE 6 PANEL w/DBL 14'SIDELIGHTS 0.16• 39 5.4 20 0.04 41.5 3046 38118'Wx57114'H ANDERSEN 400 DOUBLE HUNG EGRESS 0.34 14.85 10.31 5.73 0.1 50 128.875 6068 1061/8'W x 82'H DISTINCTION/TAYLOR I INSULATED CORE I DBL ENTRYwl DBL 14'SIDELIGHTS 1 0.16 1 60.4 1 5.4 40 0.04 41.5 2852134 65114'H ANDERSEN 400 DOUBLE HUNG. EGRESS 0.34 1 15.14 10.48 5.88 0.1 1 50 1 131 DATE DESCRIPTION BY 6068 72'Wx80'H SUPERSEAL S.G.D. VINYLSLIDER 1 0.5, 40 30.39 1 15.11 1 0.06 45 CWI3 28718'Wx36112'H I ANDERSEN400 CASEMENT 0.33 1 7.1 5.2 4.9 0.03 11 65 6068 72'Wx80'H SUPERSEAL I FRENCH VINYLFRENCH 10.5 40 2522 1 18.52 1 0.06 50 1 EN400 1 CASEMENT EGRESS 0.33 1 9.5 7.2 . 6.6 0.03 1 40 1 90 90681 106 518'Wx 80 1/2-H SUPERSEAL 9'-0"FRENCH VINYLFRENCH 1 0.5 %6 38.88 1 18.52 1 0.06 50 GW151 28718'Wx603/8'H I ANDERSEN 400 1 CASEMENT EGRESS 1 U33 1 11.8 9.2 8.4 0.03 1 40 1 115 6068 72'Wx 80'H ANDERSEN S.G.D. CLAD FRENCH 0.5 40 23.78 1 14.72 1 0.08 40 SPECIAL WNDOWS 6068 72'Wx80-H I ANDERSEN I FRENCH I CLAD SLIDER 0.5 40 21.92 1 16.11 1 0.02 45 OPEN SIZE ROUGH OPE-NING1 MANUFACTURER TYPE REMARKS I "U" I AREA ISqFtLIGHT S FtVENT NRINFIL.I DP RATING1 SgFtMAXROOM INTERIOR DOORS 45DHP4246-20 941/2'wx 583/4'H I SUPERSEAL 45 DEGREE BAY 0.32 f. 38.55 45 12 0.13 1 50 1 300 OPEN SIZE ROUGH OPENING MANUFACTURER TYPE REMARKS U. AREA SgFtLIGHT SgFtVENT NRINFIL. DP RATING 3036 30'Wx36'H SUPERSEAL OVALNANDOW 0.32 5.89 4.53 N/A 0.13 50 NIA 1668 20'Wx8212'H DOORCRAFT INTERIOR INT PASSAGE N/A N/A N/A N/A NIA N/A 0302X2 24112'Wx24712'H SSEVEN AL OCTAGON WINDOW 0.32 4.17 A NIA 0.1 50 NIA 2068 26'W x 8212'H DOORCRAFT INTERIOR INT PASSAGE NIA N/A NIA NIA NIA WA 3030 36'Wx 36'H SEVEN D GARDEN WINDOW 0.35 9 26 4.25 0.1 50 NIA 2468 30'Wx8212'H DOORCRAFT INTERIOR INT PASSAGE N/A N/A N/A NIA NIA N/A SKYLIGHTS 2668 32'Wx8212'H DOORCRAFT INTERIOR INT PASSAGE N/A N/A N/A N/A N/A N/A OPEN SIZE ROUGH OPENING MANUFACTURER TYPE REMARKS U. AREA SgFtLIGHT SgFtVENT NRINFIL. DP RATING SgFtMAXROOM 3068 38%x8212'H DOORCRAFT INTERIOR INT PASSAGE N/A N/A NIA N/A N/A NIA 2525 2212'Wx2212'H SUN-TEK 2x2 OPERABLE 0.36 3.52 3.06 3.21 0.1 60 38.25 2068 26-Wx8212-H DOORCRAFT INTERIOR SINGLE BI-FOLD N/A N/A WA N/A NIA NIA 2549 2212'Wx461/2'H SUN-TEK. 2x4 OPERABLE 0.35 7.27 6.56 6.79 0.1 60 82 2668 32'Wx8212'H DOORCRAFT INTERIOR SINGLE BI-FOLD N/A N/A NIA WA NIA NIA 2572 22112'Wx69112-H SUN-TEK W OPERABLE 0.35 %86 9.92 10.23 0.1 60 124 3068 38'Wx8212'H DOORCRAFT INTERIOR SINGLEBI-FOLD N/A N/A NIA N/A N/A N/A 4949 461/2'Wx461/2-H SUN-TEK 4x4 OPERABLE 0.35 15.02 14.06 14.38 0.1 60 175.75 4068 50'Wx8212'H DOORCRAFT INTERIOR DOUBLE2D68BI-FOLD N/A N/A NIA N/A NIA N/A 5068 62'W x 8212'H OOORCRAFT INTERIOR DOUBLE 2668 BI-FOLD N/A N/A N/A N/A N/A N/A 6068 74'Wx8212'H DOORCRAFT INTERIOR DOU8LE306881-FOLD NIA N/A N/A N/A N/A NIA 4068 49'Wx8212'H DOORCRAFT INTERIOR MIRRORED SLIDERS N/A N/A N/A N/A N/A N/A 2068 49'Wx 85'H DOORCRAFT INTERIOR POCKET DOOR NIA N/A N/A N/A N/A N/A 2668 61'Wx85'H DOORCRAFT INTERIOR I POCKET DOOR N/A N/A N/A N/A N/A NIA 3068 73'Wx 85'H DOORCRAFT INTERIOR POCKET DOOR N/A N/A N/A NIA NIA NIA DATE PRODUCTION BY FIRE RATED DOORS OPEN SIZE ROUGH OPENING MANUFACTURER TYPE REMARKS U. AREA S FtLIGHT S FtVENT NRINFIL. OP RATING 2868 34 318Vx 81 3/4'H BENCHMARK INSULATED CORE F.R.WOOD JAMB 0.23 19.5 N/A 17.6 0.04 41.5 2868 33'W x 80314'H BENCHMARK INSULATED CORE F.R.STEEL JAMB 0.23 18.5 N/A1 17.6 1 0.04 41.5 3068 38318'Wx813/4'H BENCHMARK INSULATED CORE F.R.WOOD JAMB 0.23 19.5 N/A 1 17.6 1 0.04 41.5 BUILDER: KELLY INDUSTRIES 3068 37'Wx80314'H BENCHMARK INSULATED CORE F.R.STEEL JAMB 0.23 18.5 N/A 17.6 0.04 41.5 JOB. NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFm): 90 mph 0 PENN LYON 1) ALL GLAZING TO BE NFRC CERTIFIED. APPROVED HOMES CORPORATION 2) OPTIONAL DOOR AND WINDOW MANUFACTURERS MAY BE USED PF5 1CORP PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 IF THE PERFORMANCE IS EQUIVALENT WITH THE ITEMS LISTED SEP 2 1 2007 (570)374-4004 1(800)788-4754 ABOVE. DRAN7NG TALE: APPROVAL LIMITED TO DOOR AND VANDOW SCHEDULES FACTORS BUILT PORTION oPawN ar:GLENCO DATE: 09/18/07 SHEET:. CHECKED BT: SME AV/((/'��►► . NfS 9/19/2007 10:15:32 AM r. PROJECT N0. SERIAL NO. INSULATION SCHEDULE 07-093 ----- 20 EXTERIOR WALL R 0 INS AREA R 0 FRAMED AREA 2X6 EXTERIOR WAIT W /'R-21 R 0 INS AREA R® FRAMED AREA 4'VINYL INSIDE AIR FILL 4'VINYL INSIDE AIR FILM 68 SWING 1/2'GYPSUM - 1/2'GYPSUM 0.45 0.45 SIDING 1/Y GYPSUM 0.45 0.45. 0.45 0.45 21.0 0.00 R-13 FG NSULATON 13.00 0.00 1/2'GYPSUM R-19 FG INSULATION 2t.00 0.00 . 7/16•RATED R-13.FG W/VB 2X4 FRAMING 16'OR 24'GC 0.00 4.37 7/16'RATED 2X8 FRAMING i6'OR 24'OC - SHEATHING 7/16•RATED SHEATHING 0.55 0.55 SREATHINC R-21 FG W/VD 0.55 55 0� - 7/18'RATED SHEATHING V1NYL SIDING 0.00 0.00 VIM SONG 00.00 0.00 AIR INFILTRATION OUTSIDE AIR FILM. 1�� �_ AR INFILTRATION OUTSIDE AIR FILM BARRIER 2X6 STUD 0 16'OR 24'O.C. BARRIER 2X6 STUD 0 16'OR 24'O.C. 1SBS -83T' (.064 X .85) + (144 X .15) (.043 X .85) + (.105 X .15) 054 + .021 = U .076 = 2X4 EXTERIOR WALL & 1/2" R-MAX R 0 INS AREA R 0 FRAMED AREA 2X6 EXTERIOR WALL WITH R-21 1/2" R-MAX R 0 INS AREA R 0 FRAMED AREA 4"VINYL SIDING - INSIDE AIR FILM 0.68 0.68 4'VINYL SWING INSIDE AIR FILL 0.88 0.68 1/2 GYPSUM 1/2•GYPSUM - Q45 0.45 0.45 OAS 1/2'IN LAMAX 1/2'GYPSUM R-13 FG INSULATION 13.00 0.0G t/2".CYPSIY 'R-21 FG W/VB 21.00 0.00 . 2X4'FRAMING IV OR 24'OC 0.00 - 4.37 1/2'R-MAX INSULATION 2X6 FRAMING 16'OR 24"OC 0.00 6.88 R-21 FG W/VB R-13 FG W/VB �7/16'RATED SHEATHING - 0.55 0.55 7/18'RATED SHEATHING - 0.55 0.55 - � .DATE DESCRIPTION BY 7/SH THINGRATED _ 1/2•R-LAX INSULATION 3.60. 3.60 7/16'RATED SHEATHING 1/Y R-MAL INSULATION &60 3.60 SHEATHING VINYL SIDING. 0.00 0.00 VIM SONG 0.00. 0.00 - AIR!FILTRATION 2X6 STUD 0 16'OR 24'O.C. OUTSIDE AIR FILM 0-T11 75- '-51117 AIR INFILTRATION 2X6 STUD O IV OR 24.OC OUTSIDE AIR FILM 0-2.17 _ . 0.17 BARRIER- RRIER (.052 X .85) + (.095 X .15) & (.037 X .85) + (.077 X .15) - 032 + .012 = U .044 2X4 EXTERIOR WALL & 1 R-MAX R 0 INS AREA R 0 FRAMED AREA 2X6 EXTERIOR WALL WITH R-21 & 1" R-MAX R 0 INS AREA R 0 FRAMED AREA 4'NNYL SIDING INSIDE/2' - 0.68 0.68 4•VINYL SIDING - DUDE AIR 0.68 0.68 - 0.45 0.45 0.45 0.45 1/2'GYPSUM R-13 FG INSULATION 13,00 0.00 1'R-MAX ISULATION 1/2'GYPSUM R-21 FG INSULATION - 21.00 0.00 1'R-MAX INSULATION 2X4 FRAMING 16'OR 24.OC. 0.00 4.37 2X6 FRAMING 16'OR.24.OC 0.00 6.88 . .R-13 FG W/VB 7/18•RATED SHEATHING 0.55 0.55 7/16•RATED 7/16•RATED SHEATHING - Ow 0.55 - ' 1'R-MAT INSULATION 7.20 7.20 SHEATHING R-21 FG W/VB 1'R-MAX INSULATION 720 7.20 - 7/16'RATED SHEATHING V4NYL SIDING 0.71 0.00 VIM SWING 0.00 0.00 AIR NITRATION 2X6 STUD 0 16'OR 24'O.C. OUTSIDE AIR FILM 0.17 0.17 AIR INFILTRATION 2X8 STUD 0 1 OUTSIDE AR FILL 0.17 0.17 BARRIER 4 BARRIER _ 8'OR 21' (.033 X .85) + (.060 X .15) (.044 X .85) + (.071 X .15) .028 + .009 = U .037 2X6 EXTERIOR WALL R 0 INS AREA R 0 FRAMED AREA 2ND FLOOR ROOF/ CEILING R 0 INS AREA R 0 FRAMED AREA 4'VINYI - INSIDE AIR FILM - INSIDE AIR FILM 0. 0.45 0.61 0.61 SONG 1/Y GYPSUM � 0.4545 0.45 OUTSIDE AIR FILM0.61 0.61 - ' 7/16•RATED 1/2•GYPSUM R-19 FG IISUUTION 12.00 O.OD -30(91 FG W/VB 1/2'06 UM 0.45 .. 0.45 SHFATFING R-19 FG W/VB 2X6 FRAMING IV OR 24.OC 0.00 6.88 R-30 FG INSULATION 30.00 W3 7/16'RATED SHEATHING 0.55 0.55 20 FRAMING 16'OR 24'OC 0.00 4.37 . VINYL SIDING - 0.00 0.00 _ 31.67 'A3T AIR INFILTRATION OUTSIDE AIR FILM 0.17 0.17 44 - - - BARRIER 2X6 STUD 0 IV.OR 21'O.C. - 1 _-Tyr 1/Y GYPSUM . (.046 X .85) + (.105 X..15) (.031 X .90) + (.041 X .10) 2X4 BOTTOM CHORD 0 16.OR 24.OC 028 + .004 _ - DATE PRODUCTION BY 2X6 EXTERIOR WALL& 1/2 R-MAX R 0 INS AREA R 0 FRAMED AREA 2ND FLOOR ROOF/CEILING R 0 INS AREA R 0 FRAMED AREA 4'VINYL,SWING INSIDE AI FILM 0.68 0.68 - INSIDE AIR FILM - 1/2'GYPSUM' R 19 F6 W/V8. 0.45 0.45 OUTSIDE AIR FILL D.61' 0.61 - 1/2"R-MAX INSULATION 2X6 FRAMING 16'OR 24'OC 000 688 19.00 0.00 -3B(12�FG W/VB R/38 FG INSULAR 00.45 0.45 .61 0.61 a R-19 FG W/VB 38.00 2 91 - 7/18•RATED SHEATHING 0.55 Os5 DOO 4,37 _ BUILDER: KELLY INDUSTRIES 7/1V RATED SHEATHING 1/2'R-MAX INSULATION 16D 160 2X4 FINING 16'OR 24'OC 39.67 32.95 VINYL SIDING 0.00 GAO AR INFILTRATION 2X6 STUD 0 16'OR 2V OC OUTSIDE AIR FILM 0.17 17 _o0.17 /2•GYPSUM - - JOB.NAME: SILVERA BARRIER . (.040 X .85) + (.077 X .15) (.025 X .90) + (.030 X .10) MODEL: CAPE ANN (MOD.) .034 + .012 = U .046 X4 BOTTOM CHORD o 16'OR 24'OC - 2X6 EXTERIOR WALL& 1" R-MAX R 0 INS AREA R 0 FRAMED AREA FLOOR R 0 INS AREA R 0 FRAMED AREA SITE LOCATION: HYANNIS, MA 4'VIAL SWING - - INSIDE AIR FILM 0.45 0.45 23/32'RATED SHEATHING INSIDE AIR FILM 0.92 0.92 . 1/2'crPSLDN 23/32•RATED SMUTTING Os3 os3 COUNTY: BARNSTABLE 1/2'GYPSUM R-19 FG INSULATION - I•R-MAX INSULATION 19.00 _ 0.00 - R-19 FG INS1U7gN 19.00 0.00 2X6 FRAMING I6.OR 24'OC 2XIO FRAMING7/16•RATED R-19 FG W/VD 7/16'RATED SHEATHING 0.55 0.55 ouTSWE RN FILu 16'01 . 0.00 . 0926 ZIP CODE: 02601 SHEATHING 1•R-W INSULATION 7.20 720 2n7 14.33 AIR INFILTRATION OUTSIDE SIDING FILM 0.17 . . 0.17 10 JOIST 18'OC BARRIER 2X6 STUD 0 16"OR 24 OC S SEISMIC CATEGORY: B (.035 X .85) + (.060 X .15) -19 FG INS W/ .030 + .009 = U .039 VB (.045 X . + (.069 X .10) SNOW LOAD P( g) 25sf P .041 + 006 = U .048 FLOOR R 0 INS AREA R 0 FRAMED AREA WIND SPEED (VFM): 90 mph .. 23/32•RATED 90THING INSIDE AR FILM 0.92 0.92 R-30 RATED INSULATION LNG 30.00 0.93 00 _ PEN! . R-30 FG INSULATION J0.00 � - � 0.00 . 2XIO FRAMING 0 IV OC - 0.00 11.56 GLIISWE AIR FILL 0.92 0.92 OLYON 2X10 Jo1sr o 1s•ac 32.n 11.33. R-30 FG INS W/VB (.030 X .90) + (.069 X .10) APP'HOV PN O HOMES CORPORATION .027 + .006 = U .033 PPS.CORP PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17876 1 74-NOON 1(800)788-4754 SEP 2 1 2007 DRA�(570) INSULATION LEVELS DETERMINED BY RESCHECK ANALYSIS. 70)33m RESCHECK ANALYSIS SHALL BE PROVIDED TO THE LOCAL BUILDING MunoN SCHEDULE OFFICIAL WITH EACH SUBMISSION. APPROVAL LIMITED To DRAWN BY: DATE SHEET: FACTORY BUILT PORTION GLENCO 09/18/07 A8 . - - CHECKED BY: SLUE: NTS 9/19/2007 10:15:54 AM PROJECT No' SERIAL NO. 1 1/2'VENT CONNECTION TO CONNECTION TO 07-093 ----- 1/2'VENT 'VENT VENT SHOWER HEAD 1/2° SHOWER HEAD /2• g ANTI-SCALD VALVE ANTI-SCALD VALVE TUB OVERFLOW DRAIN VANITY DRAIN 1/2° °n PLUMBING ALL SHOWERS ALL SHOWERS ACCESS���77] 2' PANEL PLUMBING SHOWER DRAIN \ CONNECT TO \ ACCESS 1 1/2' 1 1/2°TRAP TEE 2'TRAP .TEE i \ TUB FIXTURE NISHED FLOOR NISHED FLOOR I \ I \ TUB DRAIN r NISHED FLOOR NISHED FLOOR I /2, \I I 1/2`. f 2. I I /2. I SHUTOFF I DATE TRAIJ DESCRIPTION BY 1 1/2'TRAP HOT VALVE I' HOT \ VALVE I 12/01/06 awxx�in swc P-TwP mai Y To 1 1/2 DAK TUB/SHOWER SHOWER BATHROOM VANITY CLOTHES WASHER \ I \\ NISHED \ NISHED \ WASTE VENT WASTE&VENT WASTE&VENT WASTE&VENT FLOOR COLD I SUPPLY FLOOR COLD I 3' MAIN VENT &W.C.VENT 1/2°VENT SUPPLY WASHER PAN DRAIN TUB/SHOWER SHOWER RANCH VENTS AS REQUIRED INK DRAINS / \\ SHUTOFF TEMPERATURE / \ VALVE & PRESSURE 1! \\ RELIEF VALVE // \\ IZE PER yj ONNECTIONS TO 3/ SUPPLY LINE ISPOSAL \\ // VANITY FIXTURE DBL SAN. 2° \\ // PRESSURE RELIEF TO, 2'VENT FOR R GAP / NON-HAZERDOS LOCATION RE BASE- 1 1/2--,, /2. MENT FIXTURES SAN FINISHED HOT 1/2' FLOOR HOT HUiOFF COLD 1 1/2°TRAP VALVE.. FINISHED FLOO DRAINS TO VACUUM RELIEF VALVE 2. W/C INSSHED FLOOR NON-HAZERDOS FINISHED LOCATED 6'ABOVE AIR GAP. DATE PRODUCTION BY LOCATION FLOOR TOP OF WATER HEATER. DW DRAIN LIN NISHED FLOOR SUPPLY SUPPLY PRESSURE RELIEF LINE AT FINISHED FLOOR . WATER CLOS S & MAIN VENT KITCHEN SINK/DISHWASHER/DISPOSAL WASHER PAN BUILDER: KELLY INDUSTRIES WASTE&VENT WASTE&.VENT WASTE&VENT (IF REO'D) BATHROOM VANITY WATER HEATER JOB NAME: SILVERA LOOPED HIGH AND sECURELY FASTENED MODEL CAPE ANN (MOD.) To COUNTER OR WALL SITE LOCATION: HYANNIS, MA FOOD WASTE GRINDER ONNECTIONS TO SINK FlXIURE sHuroFF VALVES COUNTY: BARNSTABLE 17 AND WASHER HOOK UPS 1/2• ZIP CODE: 02601 CONNECTION 1 1/2' P DISHWASHER TO WATER CLOSET SHUTOFF DISHWASHER OPTION ONLY SEISMIC CATEGORY: B VENT mrD cmwVALVE R GAP FI1TINc RRCHa�SNK SNOW LOAD (Pg): . 25 psf WYE-BRANCH FITTING /2° LISTED WATER-HAMMER ARRESTER 2 PIPE 1/2° WIND SPEED (VFM): 90 mph KITCHEN SINK/DISHWASHER/DISPOSAL LISTED HUTOFF VALVE HOT /2• WATER-HAMMER PENN t 1/2'P-TRAP ARRESTER CONNECT TO DISHWASHER VENT 24'—e COLD .GOLD HDTDFF VALVE (OLYON 6'MIN. 2'� FINISHED HOT NISHED FLOOR WATER PROOF ROOF FLANGE FLOOR NISHED FLOOR APP� VED COLD HOMES CORPORATION PFS ORP PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 ON-SRE SDI DR WASTE UNE SUPPLY SEP Z 1 2001 DWNG nTL SUPPLY SUPPLY KITCHEN SINK MICAL PLUMBING DETAILS VENT THRU ROOF DETAIL DISHWASHER/DISPOSAL APPROVAL rVIITED TO DRAWN ef` MJB DATE: 2/2/05 SHEET: LOOP VENT DETAIL CLOTHES WASHER WATER CLOSET FA T'.T PORTI4}N DREM BY, SrAL P NITS 9/19/2007 10:17:47 AM PROJECT NO. SERIAL NO. 07-093 ----- SUPPLY NOTES: DWV NOTES: 1. WATER SUPPLY LINES STUBBED BELOW FIRST FLOOR FOR CONNECTION ON-SITE BY OTHERS ALL 1. ALL WASTE AND VENT LINES ARE PVC PIPE UNDER-FLOOR HORIZONTAL.SUPPLY LINES INSTALLED BY OTHERS AND INSPECTED LOCALLY. 2. PITCH ON HORIZONTAL WASTE LINES IS 1/4'PER FOOT. 2. ALL POTABLE WATER LINES ARE TYPE 'L'COPPER, GALVANIZED, OR CABO (ONE AND TWO FAMILY DWELLING 3. WASTE LINES : INSTALL WYE.W/ClEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTEM. CODE) APPROVED PLASTIC PIPE 4. PVC-DWV PIPE SUPPORTS:AT BRANCHES, CHANGES IN DIRECTION AND AT THE BASE, EACH FLOOR AND MID 3. RODENT PROTECTION SHOULD BE APPLIED ON-SITE AT WATER INLET WALL PENETRATIONS. STORY(VERTICAL) MAXIMUM EVERY 3'-0'AT THE END OF BRANCHES,AND CHANGE OF DIRECTION OR 4. ALL VALVES ARE GATE OR ANGLE TYPE ELEVATION. 5. ALL HOSE BIBBS ARE 3/4'NON-FREEZE TYPE OR DRAIN VALVE 5. FLOOR PENETRATIONS IN FIRE RATED ASSEMBUES FOR DWV ARE TO BE FIRESTOPPED AND BLOCKED ON-SITE 6. WATER HEATER IS SHIP 1DOSE BY PLH AND INSTALLED ON-SITE BY OTHERS. OPTION TO BE INSTALLED BY EIY OTHERS. PLH (CRAWSPACE FOUNDATION);WHEN ENCLOSED AND ACCESS PANEL IS SUPPLIED. 6. VENT STACKS SHALL EXTEND UNDIMINISHED IN SIZE TO A MIN OF 12'BELOW ROOF. 24' BELOW ROOF LINE 7. NO PLUMBING IS DONE IN FACTORY BELOW 1ST FLOOR, CONNECTIONS BELOW FIRST FLOOR BY OTHERS. FOR RHODE ISLAND. DATE DESCRIPTION BY 8. ON-SITE PLUMBING TO BE INSTALLED (INCLUDING 1ST STORY ON-SITE INSTALLED PIPING) MUST BE 7. ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4'MINIMUM BEARING. APPROVED LOCALLY& FIELD TESTED. 8. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0'. HORIZONTALLY INSTALLED 9. PLUMBING WALLS ARE NOTCHED TO SUPPORT HORIZONTAL PIPING. PLASTIC PIPE UNDER 2:SHALL'BE SUPPORTED AT 3'-0'INTERVAL4. 10. EQUIVALENT FIXTURES& MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY FURNISHED OR 9. FUTURE VENT FOR BASEMENT MODELS TO BE CAPPED AND LABELED. SPECIFIED EQUIPMENT IS UNAVAILABLE. 10. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL TO BE LONGTURN ELBOWS OR LONGTURN TEEWYE 11. ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4'-0'O.C. FITTINGS. 12. COPPER DISTRIBUTION SUPPORTS:AT THE BASE&AT EACH FLOOR NOT EXCEEDING 10'-0'ON CENTER 11. DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. (VERTICAL). MAXIMUM EVERY 6'-0: (HORIZONTAL.) 12. TRAPS SHALL BE RACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM LENGTH FROM FIXTURE 13. WHERE CODE PERMITS, SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS. OUTLET TO TRAP WEIR IS 24. 14. 3/4'MIN. HOT&COLD SUPPLY LINE TO BE USED FOR FIELD. WITH 1/2'SUPPLY FROM MAN SERVICE TO 13. ACCESSIBLE P-TRAPS TO HAVE A UNION IN TRAP SEAL AND BE REMOVABLE OR HAVE A FULL TRAP SIZE INDIVIDUAL FIXTURES..(1'COLD WATER SUPPLY WITH DISHWASHER). CLEANOUf 15. FLOOR PENETRATIONS FIRE RATED ASSEMBLIES FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED 14. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MIN. OF 6'ABOVE THE FLOOD LEVEL OF THE ON-SITE BY OTHERS WITH MATERIALS EQUNAENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE HIGHEST FIXTURE IN THAT BRANCH. SUITABLE TO PIPE MATERIAL ALL DRAIN LINES ARE TO BE RUN IN SEPARATE STUD CAVITIES. 15. PLASTIC PIPING SHAD. BE PROTECTED.WITH 1/16' (16 GAUGE) STEEL PLATE.WHEN PIPE PASSES THRU 16. SHOWERS SHALL BE EQUIPPED WITH AN ANTI-SCALD DEVICE WOOD MEMBERS LESS THAN1 1/4'FROM EDGE OF MEMBER. 17. HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER 16. MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE 18. SUPPLY PIPING IN UNHEATED AREAS(OUTSIDE WALLS &CRAWL SPACES) SHALL BE INSULATED.PIPING SHALL 1 1/2' PIPE = 5'-0' BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE. 2' PIPE = 8'-0' 19. PLUMBING FIXTURE ACCESS PANELS WILL BE PROVIDED PER APPLICABLE CODES. 3' PIPE = 10'-0' 20. FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR IN MIDDLE 1/3 17. PLASTIC LAVATORIES, WATER CLOSETS AND KITCHEN SINKS ARE NOT ALLOWED. OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 2'IN FROM EITHER EDGE 18. AR ADMITTANCE VALVES ARE NOT PERMITTED IN: NJ & MA. 21. SILL COCKS&HOSE BIBBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS, 19. EACH DWELLING SHALL HAVE AT LEAST ONE MAN 3'STACK. .22. FACTORY INSTALLED WATER HEATERS : 40 GAL OR 82 GAL. WHEN ENCLOSED AN ACCESS PANEL IS 20. ALL BATHROOM FLOOR MATERIALS &SHOWER/BATH WALL MATERIAL AND ADHESIVE SHALL BE WATERPROOF. SUPPLIED. 21. DRAINAGE LINES STUBBED BELOW FIRST FLOOR FOR CONNECTION ON-SITE BY OTHERS DATE PRODUCTION BY 23. ALL MATERWS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS. 22. BELOW-FLOOR HORIZONTAL DRAINAGE LINES INSTALLED ON-SITE BY OTHERS AND INSPECTED LOCALLY. 24. IN PLANT PLUMBING TO BE PLUGGED, CAPPED, OR PROTECTED BY SOME MEANS IN TRANSPORT. 23. DWV PIPING IN UNHEATED AREAS (OUTSIDE WALLS& CRAWL SPACES) SHALL BE INSULATED. PIPING SHALL 25. LAVATORIES AND SINKS,TO BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT HOT WATER TO A MAXIMUM OF BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE 2.2 G.P.M.AT 60 P.S.L(SHOWERHEADS 2.5 G.P.M. MAX.AT 80 P.S.I.).AS PER CABO ONE AND TWO FAMILY 24. 3'PVC RADON VENT FROM BASEMENT TO ATTIC TO BE CAPPED AND LABELED. 3'PVC RADON VENT SHALL DWELLING CODE WATER CLOSETS SHALL BE MINIMUM 1.6 GAL. PER FLUSH. NOT BE CONNECTED TO ANY OTHER VENT OF PIPING SYSTEM. JBOX TO BE PROVIDED IN ATTIC TO POWER BUILDER: KELLY INDUSTRIES 26, HOT WATER HEATER INSTALLATIONS SHALL MEET THE REQUIREMENTS OF THE ENERGY CONSERVATION CODE 27. ALL PLUMBING TO BE TESTED IN THE PLANT. NO PLUMBING SHALL BE COVERED OR CONCEALED BEFORE FAN. (NJ &PA) TESTING. JOB NAME: SILVERA 28. HOSE SPRAY FOR TUB/SHOWER (IF PROVIDED) SHALL HAVE A BATH SPOUT AND VACUUM BREAKER. MODEL: CAPE ANN (MOD.) 29. LEAD CONTENT IN SOLDER& FLUX FOR COPPER TUBE JOINTS SHALL BE LIMITED TO 0.2 PERCENT. 30. PLUMBING TESTS OF COMPLETED SYSTEM PERFORMED ON-SITE BY OTHERS SITE LOCATION: HYANNIS, MA 31. SHUT-OFF VALVES INSTALLED ON EACH SUPPLY LINE AT EACH FUTURE 32. CRAWL SPACE PIPING SHALL BE PROTECTED FROM FREEZING ON-SITE BY OTHERS. COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf GENERALLY ACCEPTED STANDARDS MINIMUM DIMENSIONS: WIND SPEED (VFM): 90 mph 1. PORCELAIN ENAMELED FORMED STEEL.PLUMBING FIXTURES.ASME A112.19AM 1. CENTERLINE OF WATER CLOSET TO BOTH WAILS SHALL BE 15' MINIMUM. PENN 2. PLASTIC BATHTUB UNITS:ANSI Z124.1 2. EDGE OF WATER CLOSET SHALL BE A MINIMUM OF 4'FROM EDGE OF LAVATORY. 3. PLASTIC MOWER RECEPTORS AND SHOWER STALL-.ANSI Z124.2 3. CLEARANCE IN FRONT OF WATER CLOSET SHALL BE 21' MINIMUM. (OLYON 4. STAINLESS STEEL PLUMBING FIXTURES:ASME A112.19.3M 4. CLEARANCE IN FRONT OF SHOWER SHALL BE 24'MINIMUM. 5. VITREOUS CHINA PLUMBING FIXTURES:ASME A112.19.2M . 5. SHOWERS SWILL BE 30'MINIMUM DIMENSION FROM SIDE TO SIDE AND HAVE A.MINIMUM.FLOOR AREA OF 900 SO. IN. 6. SOLDER IS 99.8% LEAD FREE ASTM B32 FOR SUPPLY PIPING. 7. COPPER TUBING TYPE L&K ASTM B75, B88, B251, 8447 APPROVED HOMES CORPORATION & CONNECTIONS BELOW FIRST FLOOR ON-SITE BY OTHERS. PFS CORP PO BOX 27;AIRPORT RD, SELINSGROVE, PA 17870 9. POLYVINYL CHLORIDE PVC PIPE AND FITTINGS - SCHED. 40 ASTM D1785, D2241, D2672 (570)374-4004 1(800)788-4754 10. SOLVENT CEMENT FOR(PVC) - ASTM 02564 ^� 2007 11. ALL DWV&SUPPLY LINES SUPPORTED BY METAL STRAPS EVERY 4'-0', t oKAxnNc m� 12. VINYL ROLLED GOODS ON BATHROOM FLOORS. PWMBING NOTES 13. CROSS LINKED POLYETHYLENE(PEG) PLASTIC TUBING:ASTM F876, F8n [FA PPROVAL LIMITED TO TORY I uILT PORTION o�aw� MJB DAM 2/2/os. CHECKm BY: SCNE: 1 P 2 NTS 9/19/2007 10:17:58 AM PROJECT NO. SERIAL N0. 07-093 ----- 2x SPF+2 RAFTER-SPACING SHALL HATCH LOWER WAFTER FACTORY SUPPLIED CONTINUOUS RIDGE VENT . INSTALLED ON-SITE BY OTHERS - FASTEN UPPER P PANEL EDGE GALL LOWER RAFTER DBL 2X SPF STUD GRADE RIDGE BUM. NAIL RIDGE HFi10FR WITH(3)(3)1 16d NAILS PER TRUSS/RAFTER SPACING DBL WITH(3)16d NAILS PER°RATTFR SPACING. - - 2x SPF/2 RAFTER-SPACING SHALL MATCH LOWER RAFTER TOE NAIL KNEE WALL.TOP&BOTTOM PLATES TO FRAYING MEMBERS 30 YEAR(MIN)CLASS'C'FIBERGLASS SHINGLES . WITH(2)16d NIBS 0 EACH KNEE WALL LOCATION(TYPICAL) OVER 151/30+TILE SEAL ROOF UNDERLAYMENT - INSULATION LEVELS DETERMINED BY RESCHECK ANALYSIS. OVER 7/16'AGENCY RATED SHEATHING COMPLIANCE FORM PRTMDED TO LOCAL.BUILDING OFFICIAL 3(MIN) 12 (MAX SPAN FOR 7/16.OSB ROOF SHEATHING WITH EACH DISCRETE YODEL (24/16 INDEX)SHALL BE 24'WITHOUT V CLIPS.(4oPSF)) 2'(MIN)AIR SPACE PROVIDED W/BAFFLES 6( ) FASTEN RAFTER PANEL EDGE RAIL TO LOWER RAFTER AT EVERY OTHER TRUSS HEADER WITH(3)16d NABS PER TRUSS/RARER SPACING .. 2X6 SPF J2 COLLAR TIE 0 EACH RAFTER . 2X4 KEE WALL FASTEN COLLAR TIE TO RAFTER WITH(8)16d NABS (IN FIELD BY OTHERS). MANUFACTURED HINGED WOOD RAFTERS OR TRUSSES TO BE SPACED - wm 2XIO/12 SPF J2(SPACING TO MATCH RAPIER) JIMMIE APPROPRIATELY FOR SNOW ZONE OF SITE LOCATION 8 INSTALLED _ PER MANUFACTURER'S OEM DRAWINGS. . TOE NAd KNEE WALL TOP 3 BOTTOM - METAL JOIST HUNGER PLATES 70 FRAMING MEMBERS WITH DATE DESCRIPTION - BY DBL 2X SPF/2 TOP PLATE (2)16d.NAI S O EACH KNEE WALE LOCATION(TYPICAL) L INSULATION LEVELS DETERMINED BY RO LOCAL � - - - ANALYSIS.COMPLIANCE FORM PROVIDED lb LOCAL IN AREAS WHERE THE AVERAGE ONLY TEMPERATURE IN BUILDING OFFICIAL WITH EACH DISCRETE YODEL. ATTIC AREA FAMI JANUARY IS 25F OR LESS,AN ICE BARRIER THAT SHED ON-SITE 12 CONSISTS OF AT LEAST TWO LAYERS OF UNOERUYMENT . BY OTHERS APPROVED ING POLYMER . 4 13'-9'MODULE'C'(8'-0'MIN,15'-8'MAX) LOWLY. INSULATION OLEVELS CEMENTED TOGETHER OR A SELF-ADHERING DETERMINED 12(MAX) MOORED BITUMEN SHEET.SHALL BE USED IN LIEU OF . 2X6 SPF STUD GRADE 0.24'OC(MAX) - BY TIES CHECK ANALYSIS g(YIN) NORMAL IRIDETCIAYTIENT AM EXTEND FROM THE OPT:2X4 SPF STUD GRADE 0 24'OC(MAX) EAVES EDOE TO A POINT AT LEAST 24'INSIDE THE - EXTERIOR WALL LINE EXIEROR FINISH OVER AIR INFILTRATION BARRIER OVER 7/16 AGENCY RATED CAVITY SPACE SITYE BE - SHEATHING(24.OC) (4) NAIL FLOOR PERIMETER. 2•(MIN)AIR SPACE PROVIDED W/BAFFLES - - FQESTOPPED INTO 1000 SF TOE NAIL ONE MODULE TO AT EVERY OTHER TRIES 1/2.GYPSUM (MAX)COMPARTMENTS USING CEBDNG PERIMETER BELOW NOMINAL 2'LUMBER 2X6 LEDGER WITH 16d NAILS 0 8.OC DEL 2XIO/2X12 PERIMETER BAND TOE - HARED TO CLG PERIMETER WITH 16d(0.IWO) 2X10 SPI}2 0 IV OC(MIN)UP TO 11'-10'MOWIf(SEE NOTE 12) 2X12 SPF 12 0 16'OC(MIN)UP TO 15'-8•MODULE(SEE NOTE 12) 6'ALLUNUM FINISHED FASCIA NAILS 0 8'OC ON-SITE BY OTHERS. v OVER 2X6 SUB FASCIA EXTERIOR SHEATHING FASTENED OVER SEAM WAFT 2X6 CEILING JOIST 0 18 OC 2X6 CEBMG JOIST 0 16 OC - (2)ROWS OF 10d(0.148'0)WAS 0 8'OC - VENTED VINYL SOFFIT(.92 SI/SF) (OR EQUAL)ON EACH SIDE OF SEAM BY OTHERS. n 2X12 CEIING PERIMETER BOLTED ABM - - OBL 2X4 MIN SPF#2 TOP PLATE 1/2•THROUGH BOLTS O 6'OC 5/8'GYPSUM EXTEROR FINISH OVER AIR IRILTPATION FULL DEPTH R-19 FC ON-SITE BY OOTHERSR5 - 5/8'THK X 2'WIDE PLYWOOD(OR EQUAL) . BARRIER OVER 7/16'AGENCY RATED S� INSULATION O PERIMETER . SHEATHING 3 COMPRESSION STRIP(TYP-BEARING WALLS) CT NOTE:WEATHER PROTECTIVE BARRIER WILL EITHER Q 2X1►DUN 12 0 IV OC CONFORM TO ASTY D226 OR HAVE AN EVALUATION IY-9'MODULE A'(8'-0'MIN,15'-8'MAX) IX-9-MODULE'B•'(8'-0-MIN,15'-8'MAX) REPORT THAT SPECIFICALLY INDICATES THAT IT IS - . AN ALTERNATIVE TO AM D226 (4)MEMBER FLOOR GUIDER(SEE TABLES) . 1/2•GYPSUM •� 1/2'GYPSUM(CLASS'C� BOLTED WITH 1/2'THROUGH BOLTS -BY OTHERS ON-SITE DATE PRODUCTION BY 0 6'aC . _. SEE ADDITIONAL CORDER CONFIGURATIONS. - 2X SPF#2 BOTTOM PLATE 2X4 MIN SPF/2 BOTTOM PLATE 23/32'AGENCY RATED - DBL 2X8/2X10 PERIMETER BAND TOE WALED TQG FLOOR DECKING TO SILL PLATE WITH 16d(0.135.0.x 3 Xj GALVANIZED - - NAILS 0 8.OC ON-SITE BY OTHERS 2X8 SPF/2 0 16'OC(MIN)UP TO 11'-10'MODULE(SEE NOTE 11) 0 SPF�2 0 16'OC(MIN)UP TO 15'-8'MODULE(SEE NOTE 11) 1/4'STEEL PLATE sAUE WIDTH as FLOOR GIRDER 2X2 LIDM r/(1)3 JP X 0.131.0 NAIL o 4.O.C. ^�$ c BUILDER: KELLY INDUSTRIES r/(4)3/8•x 2•LAG SCREWS(BY OTHERS) 2X6(YIN)PRESSURE TREATED SILL(BY OTHERS)- FOUNDATION ANCHOR BOLTS SHALE BE 1/2'DIA X 17'(MIN)WITH 15 JOB NAME: SILVERA . - INSULATION LFVE15 DETERMINED BY RESCHECK ANALYSIS. EMBEDOMENT INTO MASONRY. BOLTS LOCATED 12'IN EITHER DIRECTION COMPLIANCE FORM PROVIDED TO LOCAL BUILDING OFFICAL FROM ANY CORNER AND 6'OC(MAX)AROUND FOUNDATION PERIMETER. MODEL: CAPE ANN (MOD.) WITH EACH DISCRETE YODEL MASONRY PLATE TES WITH EQUAL OR GREATER STRUCTURAL PROPERTIES _ INSULATION sw ;�IN MAY BE SUBSTITUTED FAR ANCHOR BOLTS. BY ALLY�A� SITE LOCATION: HYANNIS, MA BY FACTORY.BUILDER MAY OMB FLOOR INSULATION AND FOUNDATION WALL,FOOTINGS,ORAINAXE ETC INSULATE BASEMENT WALLS TO IRC ENERGY CODE. DESIGNED BY OTHERS PER LOCAL CONDITIONS _ - COUNTY: BARNSTABLE SLED sILPPogr ooLuMN(SIZED BY OTHERS) ZIP CODE: 02601 - SEE FOUNDATION DRAWING FOR SPACING . SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph TYPICAL 4—BOX CROSS SECTION SEE PACE S1 FOR NOTES I)LYON PENN - DBL 2X8/2X1O PERIMETER BAND TOE(NAILED - TO SILL PLATE WITH l6d(0.135"0 x 3 Al GALVANIZED NAILS 0 8'a ON-SITE BY OTHERS - -(Q 24'..(MIN)REOb FOR AREAS REONRINGT� T HOMES CORPORATION 6i SERVICE ACCESS TO MECHANICAL EQUIPMENT APPROVED PO BOX ARCHOR BOLT PFS CORP (570)37424004 RD, SELINSGR�800)786j4754 16'X IV CONCRETE 011�FOUNDATION WAIL,FOOTINGS.DRAINAGE,ETC PIER(MIN)-SEE DESIGNED BY OTHERS PER LOCAL CONDITIONS DRAWING TRUE • FOUNDATION FOR.SPACING _ CEP 2 1 2007 SHED DORMER CROSS SECTION CRAWL SPACE DETAIL APPROVAL LIMITED TO DRAW"Rf.GLENCO °ATEi 09/18/07 SHE` FACTORY BUILT PORTION c REacm sr: sr<dE S 2 Mrs 9/19/2007 10:19:08 AM 2x8 SPF#2 OR 2x10 SPF#2 OR 2x10 SPF#2 OR 2x12 SPF#2 OR PROJECT NO. SERIAL NO. BETTER FLOOR GIRDER BETTER FLOOR GIRDER BETTER FLOOR GIRDER BETTER FLOOR GIRDER 07-093 ----- 2x8 SPF#2 OR 2x8 SPF 2 OR 2x10 Sp OR # 2x10 SPF#2 OR BETTER FLOOR JOIST gEITER FLOOR JOIST BETTER FLOOR JOIST BETTER FLOOR JOIST METAL JOIST HANGER FASTEN LEDGER STRIP METAL JOIST HANGER w/ ( FASTEN LEDGER STRIP NAIL lyL n 0 Y° x0.131® 4° OC � w/ (1)3 Y° x 0.131 NAIL 0 4° OC 2x8 JOISTS WO JOISTS 2x8 JOISTS 2x 10 JOISTS wZ 2x8 GIRDER Z 2x10 GIRDER wZ 200 GIRDER w/ 2x12 GIRDER SHED DORMER CAPE MARRIAGE WALL FLOOR GIRDER(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE MARRIAGE WALL FLOOR GIRDER(60 PSF GROUND SNOW LOAD) MEMBERS TYPE 17 MODULE 14'MODULE 16'MODULE MEMBERS TYPE 17 MODULE 14'MODULE 16'MODULE DATE DESCRIPTION BY PERMODULE MAX.SPAN REACTION MIN.BRG. MAXSPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. PER MODULE MAX.SPAN I REACTION MIN.BRG. MAX SPAN REACTION MIN-BRG. MAILSPAN REACTION MIN.BRG. 2 2x8 No.2 SPF 311-11 in 2386 bs 1.87 in 3 ft-7 in 2469 bs 1.94 in 30-3in 2552 bs 2.00 in 2 2x8 No.2 SPF 311-6 in 2486 bs 1.95 in 3 ft-2 in 2586 bs 2.03 in 2 ft-11 in 2686 bs 2.11 in 2 2x10 No.2 SPF 5 ft-0 in 3044 bs 2.39 in 40-7 in 3150 bs 2.47 in 4 ft-2 in 3256 bs 2.65 in 2 20 No.2 SPF 411-6 in 3172 bs 2.49 in 4 ft-1 in 3299 bs 2.59 in 3 ft-9 in 3426 bs 2.69 in 2 2x12 No.2 SPF 5 ft-10 in 3551 bs 2.79 in 5 fl-6 in 3795 bs 2.98 in 5 ft-1 in 3959 bs 3.11 in 2 2x12 No.2 SPF 5 It-5 in 3845 bs 3.02 in 4 ft-11 in 4013 bs 3.15 in 4 ft-7 in 4167 bs 3.27 in 2 7.25'LVL 6 fl-9 in 4078 bs 1.81 in 60-4in 4358 bs 1.94 in 5 A-10 in 4553 bs 2.02 in 2 7.25'LVL 6 ft-3in 4415 bs 1.96 in 511-8 in 4587 bs 2.04 in 50-1 in 4687 bs 2.08 in 2 9.25'LVL 8 ft-5 in 5101 bs 2.27 in 7 fl-11 in 5450 bs 2.42 in 7 ft-5 in 5779 bs 2.57 in 2 9.25'LVL 7 ft-9 in 5521 bs 2.45 in 70-2 in 5852 bs 2.60 in 6 ft-6 in 5979 bs 2.66 in 2 11.25'LVL 101-t in 6097 bs 2.71 N 90-5 in 6515 bs 2.90 N 8 ft-11 in 6908 bs 3.07 in 2 11.25'LVL 9 ft-4in 6600 bs 2.93 in 8 ft-8 in 7064 bs 3.14 in 7 ft-11 in 7272 bs 3.23 in 2 14'LVL 12 ft-3in 7428 bs 3.30 N ,1 ft-6 in 7937 bs M.N 100-10 in 8416 bs 3.74 in 2 14'LVL 11 rt-4in 8040 bs 3.57 in 10 A-7 in 8606 bs 3.82 in 911-11 in 9060 bs 4.02 in 2 18'LVL 15 A-4 in 9274 bs 4.12 in 14 A-4in 9910 bs 4.40 in 13 ft-6 in 10508 bs 4.67 in 2 18'LVL 14 ft-2 in 10039 bs 4.46 in 13 fl-3in 10745 bs 4.78 in 12 rt-6 in „407 bs 5.07 in 2 22'LVL 18 rt-2 N 10998 bs 4.89 in 17 A-0 in 11752 bs 5.22 in 11311-1 in 12461 bs 6.54 in 2 22'LVL 16 rt-10 in 11905 bs 5.29 in 16 ft-8 in 12742 bs 5.66 in 14 8-9 in 13527 bs - 6.01 in 3 2x8 No.2 SPF 511-1 in 3078 bs 1.61 in 40-9 in 3289 bs 1.72 in 40-5 in 3452 bs 1.81 in 3 2x8 No.2 SPF 4 ft-8 in 3332 bs 1.74 in 4 ft-4 in 3486 bs 1.82 in 3 ft-11 in 3586 bs 1.88 in 3 2x10 No.2 SPF 68-3 in 3756 bs 1.96 in 50-10 in 4014 bs 2.10 in 5 ft-6 in 4256 bs 2.23 in 3 2x10 No.2 SPF 5 ft-9 in 4066 bs 2.13 in 5 ft-4 in 4352 bs 2.28 in 5 fl-0 in 4575 bs 2.39 in 3 2x12 No.2 SPF 711-2 in 4350 bs 2.27 in 6 ft-9 in 4648 bs 2.43 in 611-4 in 4928 bs 2.58 in 3 2x12 No.2 SPF 6 ft-8 in 4709 bs 2.46 in 611-2 in 6039 bs 2.64 in 5 If-10 in 5350 bs 2.80 in 3 7,25'LVL 8 fl-3 in 4984 bs 1.48 in 70-9 in 5338 bs 1.58 in 7 ft-3 in 5660 bs 1.68 in 3 7.25'LVL 7 ft-8 in 5407 bs 1.60 in 70-2 in 5787 bs 1.71 in 611-9 in 6144 bs 1.82 in 3 9.25'LVL 10 ft-4 in 6247 bs 1.85 in 9 ft-8 in 6675 bs 1.98 in 9 ft-1 in 7078 bs 2.10 in 3 9.25'LVL 9 a-6 in 6762 bs 2.00 in 8 ft-11 in: 7238 bs 2.14 in 80-5 in 7683 bs 2.28 in 3 11.25'LVL 12 ft-4 in 7468 bs 2.21 in 119-7 in 7980 bs 2.36 in 10 fl-11 in 8461 bs 2.51 in 3 11.25'LVL t 1 ft-5 in 8084 bs 2.40 in 10 fl-Bin 8652 bs 2.56 in 10 ft-0 in 9185 bs 2.72 in 3 14'LVL 15 ft-0 in 9097 bs 2.70 in ,4 ft-1 in 9721 bs 2.88 in 130-3 in 10307 bs 3.05 in 3 14'LVL 13 ft-t 1 in 9847 bs 2.92 in 1311-0 in 10540 bs 3.12 in 1211-3 in 11189 bs 3.32 in 3 18'LVL 18 fl-9 in 11359 bs 3.37 in 17 ft-7 in 12138 bs 3.60 in 16 ft-7 in ,2869 bs 3.81 in 3 18'LVL 17 ft-4 in 12296 bs 3.64 in 16 fl-2 in 13160 bs 3.90 in 15 fl-3in 13971 bs 4.14 in 3 22'LVL 22 fl-3in 13470 bs 3.99 in 20 ft-10 in 14393 bs 4.26 in 19 ft-8 in 15261 bs 4.52 in 3 22'LVL 20 rt-7 b 14581 bs 4.32 in 19 fl-3in 15606 bs 4.62 in 18 fl-1 in 16567 bs 4.91 in 4 2x8 No.2 SPF 511-11 in 3555 bs 1.39 in 5 ft-6 in 3798 bs 1.49 in 5 ft-2 in 4027 bs 1.58 in 4. 2x8 No.2 SPF 5 ft-5 in 3848 bs 1.51 in 5 ft-1 in 4118 bs 1.62 in 4 ft-9 in. 4372 bs 1.71 in. 4 2x10 No.2 SPF 7 ft-2 in 4337 bs 1.70 in 611-9 in 4635 bs 1.82 in 6 ft-4 in 4914 bs 1.93 in 4 2x10 No.2 SPF 6 ft-7 in 4695 bs 1.84 in 6 ft-2 in 5025 bs 1.97 in 5 ft-10 in 5334 bs 2.09 in 4 2x12 No.2 SPF 80-4 in 5023 bs 1.97 in 7 fl-9 in 5367 bs 2.10 in 7 ft-4 in 5691 bs 2.23 in 4 2x12 No.2SPF 7 ft-8 in 5437 bs 2.13 in 711-2 in 5819 bs 2.28 in 6 ft-9 in 6178 bs 2.42 in 4 7.25'LVL 9 ft-3 in 5607 bs 1.25 in 8 ft-10 in 6082 bs 1.35 in 8 ft-5 in 6535 bs 1.45 in 4 7.25'LVL 8 fl-7 in 6088 bs 1.35 in 8 ft-2 in 6624 bs 1.47 in 72-9 in 7094 bs 1.58 in DATE PRODUCTION BY 4 9.26'LVL 11 ft-10 in 7154 bs 1.59 in 11 ft-2 in 7708 bs 1.71 in 1011-6 in 8173 bs 1.82 m 4 9.25'LVL 10 ft-11 in 7767 bs 1.73 in 10 ft-3 in 8357 bs 1.86 in 9 ft-8 in 8872 bs 1.97 in 4 11.25'LVL 14 ft-3 in 8623 bs 1.92 in 13 fl-4 in 9214 bs 2.05 in 120-7 in 9770 bs 2.17 in 4 11.25'LVL 13 ft-2 in 9334 bs 2.07 in '12 11-4in 9990 bs 2.22 in 11 A-7 in 10606 bs 2.36 in 4 14'LVL 17 ft-4 in 10504 bs 2.33 in 16 fl-3in 11225 bs 2.49 in 15 fl-4 in 11901 bs 2.64 in 4 14'LVL 16 ft-0 in 11371 bs 2.53 in 15 0-0 in 12170 bs 2.70 in. 14 ft-1 in 12920 bs 2.87 in 4 18'LVL 21 ft-8 N 13116 bs 2.91 in 20 fl-3in 14015 bs 3.11 in 19 fl-2 in 14860 bs 3.30 m 4 1 B'LVL 20 ft-.0 in 14198 bs 3.16 in 1811-9 in 15196 bs 3.38 in 17 fl-Bin 16132 bs 3.58 in 4 22'LVL 25 ft-9 in 15553 bs 3.46 in 24 fl-1 in 16620 bs 3.69 in 21 fl-8 in 17622 bs 3.92 in 4 22'LVL 23 ft-9 in 16837 bs 3.74 in 22 fl-2 in 18020 bs 4.00 in 20 fl-11 n 19130 bs 4.25 in BUILDER: KELLY INDUSTRIES SHED DORMER CAPE FOUNDATION LOADS(SO PSF GROUND SNOW LOAD) JOB NAME: SILVERA SHED DORMER CAPE MARRIAGE WALL FLOOR GIRDER(FLOOR LOAD ONLY MODULE ROOF PITCH MEMBERS TYPE 17 MODULE WMODULE IF MODULE WIDTH 3112 5112 7112 0112 12112 MODEL: CAPE ANN (MOD.) PERMODULE MAX.SPAN I REACTION. MIN.BRG. MAX SPAN REACTION MIN.BRG. MAXSPAN REACTION MIN.BRG. (FEET) ARRIAGEWALL SIDEWALL MARRIAGEWALL SIDEWALL MARRIAGEWALLI SIDEWALL MARRIAGEWALL SIDEWALL MARRIAGEWALLI SIDEWALL SITE LOCATION: HYANNIS, MA 2 2x8 No.2 SPF 511-2 in 1772 bs 1.39 in 4 ft-10 in 1896 bs 1.49 in 4 ft-6 in 1996 bs 1.57 in TATAL I LIVE TOTAL LIVE TATAL LIVE TOTAL I LIVE TATAL I LIVE I TOTAL LIVE TATAL LIVE TOTAL LIVE TATAL LIVE TOTAL LIVE 2 2x10 No.2 SPF 68-3in 2162 bs 1.70 in 59-10 in 2314 bs 1.81 in 51-6 in 2456 bs 1.93 in LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD COUNTY: $ARNSTABLE. 2 2x12 No.2 SPF 7 fl-3 in 2505 bs 1.96 in 6 ft-9 in 2680 bs 2.10 in 6 ft-5 in 2845 bs 2.23 in 2 7.25'LVL 80-4 in 2877 bs 1.28 in 7 ft-10 in 3078 bs 1.37 in 7 ft-4 in 3267 bs 1.45 in 12 1210 If 808 pff 1279 pff 854 pff 1210 If 808 If 1279 D 954 If 1210 If 808 If 1279 If 854 pff 1210 pff 808 plf 1279 pIf 854 pff 1210 pff 808 pIf !27 6 854 6 ZIP CODE: 02601 2 9.25'LVL 10 ft-5 in 3601 bs 1.60 in 9 ft-9 in 3853 bs 1.71 in 9 fl-2 in 4089 bs 1.82 in 2 11.25'LVL 12 ft-6 in 4308 bs 1.91 in 11 fl-8 in 4610 bs 2.05 in 11 fl-0 in 4893 bs 2.17 in 14 i382 If 943 If 1450 If 989 If 1382 If 943 If 1450 If 989 If 1382 If 943 If 1450 If 989 If 1382 H 943 If 1450 If 989 If 1382 If 943 If If 989 6 SEISMIC CATEGORY: B 2 14'LVL 15 fl-3 in 5257 bs 2.34 in 14 ft-3 in 5626 bs 2.50 in ,3 ft-5 in 5970 bs 2.65 in 2 1 8'LVL 19 ft-1 in 6687 bs 2.93 in 17 fl-10 in 7049 bs 3.13 in 16 fl-10 in 7481 bs 3.33 in 16 1553 If 1077 If 1622 If 1123 D 1553 If 1077 If 1622 If 1123 If 1553 If 1077 If 1622 K 1123 If 1553 ft 1077 rt 1622 If 1123 K 1553 If 1077 If If 1123 If SNOW LOAD (Pg): 25 pSf 2 22'LVL 22 ft-9 in 7854 bs 3.49 in 21 fl-3in 8403 bs 3.73 in 1 20 fl-1 in 8920 bs 3.96 in - WIND SPEED (VFM): 90 mph 3 2x8 No.2 SPF 6 ft-3 in 2170 bs 1.13 in 5 fl-11 in 2322 bs 1.21 in 50-6 in 2464 bs 1.29 in SHED DORMER CAPE FOUNDATION LOADS(60 PSF GROUND SNOW LOAD) 3 2x10 No.2 SPF 7 ft-8 in 2648 bs 1.38 in 7 fl-2 in 2834 bs 1.48 in 6 rt-9 in 3008 bs 1.57.in 3 2x12 No.2SPF 8fl-11in 3068bs 1.60 in Bft-4in 3282bs 1.72in 7A-10in 3484bs ,.62in PENN 3 7.25'LVL 9 ft-10 in 3381 bs 1.00 in 9 fl-4 in 3677 bs 1.09 in 811-,t in 3962 bs 1.17 in ODUL ROOF PITCH 39,25' 1.25 LVL 12 ft-2 in 5247 bs 1.55 in 11 fl-11 in 4646 bs 1.39 in 11 fl-3in 5992 bs 1.48 in WIDTH LL 5112 LLI 9112 12112 I)LYON 3 11.25'LVL 15 ft-2 in 5247 bs 1.55 in 14 fl-4in 5646 bs t.67 in 13 ft-sin 5992 bs 1:78 in (FEET) MARRIAGE WALL SIDEWALL MARRIAGE WALL SIDEWALL RIAGE WALL SIDEWALL ARRIAGEWALL SIDEWALL RIAGE WAL SIDEWALL 3 14'LVL 18 ft-8 in 6438 bs 1.91 in 17 fl-5 in 6889 bs 2.04 in 16 fl-5 in 7312 bs 2.17 in TATAL LIVE TOTAL LIVE TATAL LIVE TOTAL LIVE TATAL LIVE. TOTAL LIVE TATAL LIVE TOTAL LIVE TATAL LIVE TOTAL LIVE 3 1 18'LVL 23 ft-5 in 8068 bs 2.39 in 2,ft-W in 8633 bs 2.56 in 20 ft-7 in 9163 bs 2.71 in LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD - 3 22'LVL 27 fl-11 in 9619 bs 2.85 in 26 ft-1 in 10292 bs 3.05 in 240-7 in 10924 bs 3.24 in - 'OVED HOMES CORPORATION 7870 4 2x8 No.2 SPF 7 ft-3 in 2506 bs 0.98 in 6 ft-9 in 2681 bs 1.05 in 6 ft-5 in 2846 bs 1.12 in 12 1418 Plf 1016 plf 15n Plf 1108 Plf 1418 plf 1016 plf 1533 plf 1108 plf 1418 plf 1016 pft 1533 plf i 108 plf 1418 pft 1016 plf 1533 plf 1108 plf 1418 p 1016 plf 1533 p C��P 1 (5 BOX 27,AIRPORT RD, SELJNSGROVE, PA 14754 70)374-4004 1(800)788-4754 4 2x10 No.2 SPF 80-10 in 3058 bs 1.20 in 8 ft-3 in 3272 bs 1.28 in 7 ft-10 in 3473 bs 1.36 in 4 2x12 No.2 SPF 10 fl-3 in 3542 bs 1.39 in 9 ft-7 in 3790 bs 1.49 in 9 ft-0 in 4023 bs 1.58 in 14 1624 plf 1185 phfI 1739.0 1278 PI 1624 Plf 1185 plf 1739 plf 1278 pif 1624 plf 1185 plf 1739 plf 1278 plf 1624 plf 1185 0 17390 1278 plf 1624 p 1185 PI 17 8 DRp�gD TeLe 4 7.25'LVL 11 ft-0 in 3804 bs - 0.85 in 10 fl-6 in 4137 bs 0.92 in 10 A-0 in 4458 bs 0.99 in 1 1007 DM BOOR GIRDER 4 9.25'LVL 14 ft-i in 4853 bs 1.08 in 13 ft-4in 5278 bs 1.17 in 12 ft-9 in 5687 bs 1.26 in 16 1830 T 1354 ff 1945 ff 1447 K 1830 ff 1354 M 1945 T 1447 ft 1830 ff 1354 ff 1945 ff 1441 B 1830 ff 1354 K 1945 ff 1447 ff 1830 1354 ff 1945 # 1447 ff . P P P P P P P P P P P P P P P P P P P P & FOUNDATION LO" 4 11.25'LVL 17 ft-1 in 5902 bs 1.31 in 16 A-3in 6419 bs 1.43 in 15 ft-7 in 6917 bs 1.54 in - - 4 14'LVL 21 ft-3 in 7345 bs 1.63 in 20 ft-2 in 7955 bs 1.77 in 19 ft-0 in 8443 bs 1.88 in APPROVAL LIMITED TO ORA"BY: �� ��` GLENCG 09/18/07 S 13 4 18'LVL 27 ft-0 in 9316 bs 2.07 in 25!-3in 9968 bs 2.22 in 2311-9 in 10580 bs 235 in ]FACTORY BUILT PORTION a1LroxLo�. � 4 0 LVL 32 9-2 in 11107 bs 2.41 in 30 ft-,in 11884 bs 2.64 in 28 fl-4 in 12614 bs 2.8p in NTS 9/19/2007 10:20:53 AM PROJECT.NO. SERIAL,NO. 07-093 ----- 4. SHED DORMER CAPE MARRIAGE WALL HEADER SPANS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE MARRIAGE WALL HEADER SPANS(60 PSF GROUND SNOW LOAD) MEMBERS TYPE 17 MODULE if MODULE 1V MODULE MEMBERS TYPE 12'MODULE 14'MODULE 16'MODULE PERMODULE MAX. REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. MAX SPAN REAC110N MIN.BRG. PER MODULE MAX-SPAN REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. 2 2x4 No.2SPF 2A-9in 11206s 0.88in 2ft-7in 12006s 0.94in 2ft-5in 1275bs 1.00in 2 2x4 No.2SPF 2fl-Sn 12546s 0.98in 2fl-3in 13466s 1.06in 21-2in 1432bs 1.12in 2 2x6 No.2 SPF 4 fl.0 in 1636 bs 1.28 in 3 ft-Fin bs 1.37 in 3 ft-6 in 1863 bs 1.46 in 2 2x6 No.2 SPF 3 ft.7 in 1-32 bs 1.44 in 3 ft-4 in 1966 bs 1.54 in 3 fl-1 in 2D92 bs 1.64 in 2 2x8 No.2 SPF 5 ft-1 in 2069 bs 1.62 in 4ft-9in 2217 bs 1.74 in 4fl-5in 2356 bs 1.85 in 2 2x8 No.2 SPF 4fl-Tin- 2317 bs 1.82 in 4fl-2in 2486 bs 1.95 in 3 ft-11 in 2646 bs 2.07 in 2 2x10 No.2 SPF 6 A-2 in 2524 bs 1.98 in 5 ft-9 in 2705 bs 2.12 in 5 ft-5 in 2874 bs 2.25 in 2 2x10 No.2 SPF 5 ft-6 in 2826 bs 2.22 in 5 A-1 1n 3033 bs 2.38 in 4ft.10 in 3227 bs 2.53 in 2 2x12 No.2 SPF 7 It•2 in 2924 bs 2.29 in E ft-b in 3133 6s 2.46 in 6 ft-3 in 3329 bs 2.61 in 2 2x12 No.2 SPF Eft-4in 3273 bs 2.57 in -5ft-11 in 3513 bs 2.76 in S fl-7 in 3738 bs' 2.93 in 2 3.5'LVL 3 ft-9 in 1541 bs 0.68 in 3 ft-7 in 1681 bs 0.75 in 3 ft-5 in 1816 bs 0.81 in 2 3.5'LVL 3 ft-5 in 1741 bs 0.77 in 3 ft-3 in 1905 bs 0.85 in 3 ft-1 in 2063 bs 0.92 in 2 5.50'LVL 5ft-11 in 2422 bs 1.08 in 5 ft-7 in 2642 bs 1.17 in 5 ft.4 in 2853 bs 1.27 in 2 5.50'LVL 5 fl.4 in 2736 bs 1.22 in 5 ft-1 in 2994 bs 1.33 in 4ft-10 in 3242 bs 1.44 in 2 7.25'LVL 7 ft-9 in 3192 bs 1.42 in 7 fl-5 in 3482 bs 1.55 in 7 ft.1 in 3761 bs 1.67 in 2 7.25'LVL 7 ft.0 in 3607 bs 1.60 in 6 ft-8in 3947 bs 1.75 in 6 fl-5in 4273 bs 1.90 in 2 9.25'LVL 9ft-11 in 4073 bs- 1.81 in 9ft-5in 4443 bs 1.97 in 9ft-0 in 4781 bs 2.13 in 2 9.25'LVL 8 fl-11 in 4602 bs 2.05 in 8 ft-6 in 5036 bs 2.24 in 8 ft-0 in 5369 bs 2.39 in 2 11.25-LVL 12 ft.1 in 4954 Has 2.20 in 11 ft.5in 5379 bs 2.39 in 10 ft-9 in 5716 bs 2.54 in 2 11.25'LVL 10 ft-11 in 5596 bs 2.49 n 10 fl-2in 6032 bs 2.68 in 9 ft-7 in 6418 bs 2.85 in DATE DESCRIPTION BY SHED DORMER CAPE MARRIAGE WALL ROOFICEILING BEAM SPANS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE MARRIAGE WALL ROOFICEILING BEAM SPANS(60 PSF GROUND SNOW LOAD) MEMBERS TYPE 1Y MODULE IN MODULE IV MODULE - MEMBERS TYPE 17 MODULE IV MODULE - 16'MODULE PER MODULE MAX.SPAN REACTION MIN.ERG. MAX SPAN REACTION -MIN.BRG. MAX SPAN REACTION MIN.BRG. PERMODULE MAX.SPIN REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. 1 2x8 No.2 SPF 4ft-11 in 1055 bs 1.65 in 4 A-7 in 1139 bs - 1.79 in 4 ft-3 in 1218 bs 1.91 in 1 2x8 No.2 SPF 40-O in 1285 bs 2.02 in 3 A-9 in 1388 bs 2.18 in 3 ft-b in 1483 bs 2.33 in 1 2x10N0.2SPF Eft-oin 1285bs 2.02in 5ft-6in 1388bs 2.18 in 5A-2in 1484bs 2.33in 1 2x10No.2SPF . 4A-11in. 1565bs 2.45in 4A-7in 169Dbs 2.65in 4ft-3in 1807bs 2.83in 1 2x12 No:2SPF' Eft-11in 1487bs 2.33in E ft-5in 1606bs 2.52in 6A-0in 1717bs 2.69in 1 2x12 No.2SPF 5ft-8in 1811bs 2.84in 5ft-3in 1956bs 3.07in - 4ft-11in 2091bs 3.28in 1 7.25'LVL 7ft-11 in 1705 bs 1.52 in 7 ft-4 in 1842 bs 1.64 in 6 ft-10 in 1969 bs 1.75 in 1 7.25'LVL 6 ft-6 in 2077 bs 1.85 in 6 A-0 in 2243 bs 1.99 in 5 ft-8 in 2398 bs - 2.13 in - 1 9.25'LVL 9 A-11 in 2123 bs 1.89 in 9 ft-2 in 2293 bs 2.04 in 8 ft-7 in 2452 bs 2.18 in 1 9.25'LVL 8 A-1 in 2586 bs 2.30 in 7 A-6 in 2793 bs 2.48 in 7 A-0 in 2986 bs " 2.65 in 1 11.25'LVL 11 ft-Din 2523 bs 2.24 in loft 10* 2725 bs 2.42 in 10 A-2in 2913 bs 2.59 in 1 11.25'LVL 9 A-8 in 3073 bs 2.73 in 8 ft-11 in 3319 bs 2.95 in. 8 ft-4 in 3548 bs 3.15 in 1 1 LVL 14 A-2 in 3036 bs 2.70 in 13 ft-1 in 3280 bs 2.92 in 12 A-3 in 3506 bs 3.12 in 1 14'LVL 11 ft-7 in 3698 bs 3.29 in 10 ft-.9in 3995 bs 3.55 in 10 ft-1 in 4270 bs 3.80 in " 1 18'LVL 17 A-2in 3694 bs 3.28 in 15 ft-11 in 3990 bs 3.55 in 14 fl-11 in 4266 bs 3.79 in 1 18-LVL 14 A-1 in 4500 bs - 4.00 in 13 A-1 in 4860 bs 4.32 in 12 A-3in 5196 bs 4.62 in 1 22'LVL 19 fl-9in 4244 bs 3.77 in 18 ft-3in 4584 bs - 4.08 in 17 fl-1 in 4901 bs 4.36 in 1 22'LVL 16 A-3 in 5170 bs 4.60 in 15 A-0 in 5584 bs 4.96 in 14 ft-0 in - 5970 bs 5.31 in 2 2x8 No.2SPF E0-11in 1492bs 1.17in Eft-5in 1611bs 1.26in Eft-0in 1722bs 1.35in - 2 2x8 No.2SPF 5 ft-8in 1817bs 1.42in 5A-3in 19626s 1.54in 4fl-11in 2098bs 1.65in 2 2x10 No.2SPF 8ft-5in 1817bs 1.43in 7A-loin 1963bs 1.54in 7fl-4in 2098bs 1.65in 2 - 2X10 No.2SPF Eft-11in - 2213bs 1.74in E ft-5in 2391bs 1.87in Eft-0in 2556bs 2.00in - 2 102 No.2SPF 9ft-9in 2102bs 1.65in .9fl-1in 2271bs 1.78in 8A-6in 2428bs 1.90 in '2 2x12 No.2SPF 8 ft-0in 2561bs 2.01in 7 ft-5in 2766bs 2.17in 611-11in 2957bs 2.32in 2 7.25'LVL 10 ft-8 in 2301 bs 1.02 in 10 ft-2 in 2550 bs 1.13 in _9ft-9-in 2785 bs 1.24 in 2 7.25'LVL 9 A-1 in 2898 bs 1.29 in 8 ft-6 in 3173 bs 1.41 in 8ft-0 in 3392 bs 1.51 in 2 9.25'LVL 13 ft-8 in 2936 bs 1.30 in 12 ft-11 in 3243 bs 1.44 in 12 A-1 in 3467 bs 1.54 in 2 9.25'LVL 11 A-6 in 3657 bs 1.63 in 10 A-7 in 3950 bs 1.76 in 9ft-11 in 4223 bs 1.88 in 2 11.25'LVL 16 ft-7 in 3568 bs 1.59 in 15 ft--4 in 3853 bs 1.71 in 14 ft-4 in- 4119 bs 1.83 in 2 11.25'LVL 13 ft-8 in 4345 bs 1.93 in 12 ft-7 in 4694 bs 2.09 in 11 ft-10 in 5018 bs 2.23 in - 2 14'LVL 20 ft-0 in 4294 bs 1.91 in 18 A-6 in 4638 bs 2.06 in 17 ft-4 in 4958 bs 2.20 in 2 14'LVL 16 ft-5 in 5230 Jos 2.32 in 15 ft-2 in 5649 bs 2.51 in 14 ft-2 in 6039 bs 2.68 in 2 18'LVL 24 A-4 in 5225 bs 2.32 in 22 ft-6 in 5643 bs 2.51 in 21 ft-1 in 6033 bs 2.68 in 2 18'LVL 19 ft-11 in 6364 bs 2.83 in 18 ft-6in 6874 bs 3.05 N 17 ft-3in 7348 bs 3.27 in 2 22'LVL. 27 A-11 in 6002 bs 2.67 in 25 fl-10 in 6483 bs 2.88 in 24 ft-2in 6931 firs 3.08 in 2 22'LVL 22 fl-11 in - 7311 bs 3.25 in 21 ft-3in 7897 bs 3.51 in 19 A-10 in 8442 bs - 3.75 in LONGITUDINAL WALL DATE PRODUCTION BY 3 2x8 No.2 SPF 8 A-6 in - 1827 bs 0.96 in 7ft-10 in 1973 bs 1.03 in 7 ft-4 in 2109 bs 1.10 in 3 2x8 No.2 SPF 7 ft-0 in 2225 bs 1.16 in 6 fl-6 in 2403 bs 1.26 in 6 ft-1 in 2569 bs 1.34 in MARRIAGE WALL - 3 200 No.2 SPF 10 ft-4in 2225 bs 1.16 in 9 ft-7 in 2404 bs 1.26 in 9 ft-0 in 2570 bs 1.34 in 3 2x10 No.2 SPF 8 11-6 in 2711 bs 1.42 in 7 A-10 in 2928 bs .1.53 in 7 A-4 in 3130 bs 1.64 in COLUMN 3 N12 No.2 SPF 12 A-0 in 2575 bs 1.35 in 11 A-1 in 2781 bs 1.45 in- 10 ft-4 in 2973 bs 1.55 in 3 bd 2 No.2 SPF 9ft-10 in 3136 bs 1.64 in 9ft-1 in 3388 bs- 1.77 in 8 A-6 in 3621 bs 1.89 in - - - - - 3 725'LVL 12 A-3 in 2634 bs 0.78 in 11 A-8 in 2919 bs 0.86 in 11 ft-2in. 3191 bs 0.95 in 3 7.25'LVL 10 A-5 in 3318 bs 0.98 in 9 A-11 in 3677 bs 1.09 in 9 A-5 in 4019 bs 1.19 in 3 9.25'LVL 15 A-8 in 3361 bs 1.00 in 14 A-10 in 3724 bs 1.10 in 14 ft-2 in 4071 bs 1.21 in 3 9.25'LVL 13 A-3 in 4233 bs 1.25 in 12 A-7 in 4691 bs 1.39 in 12 ft-1 in 5128 bs 1.52 in ----- 3 11.25'LVL 19 ft-0in 4087bs 1.21in 1811-1in 4530bs 1.34 in 17 ft-3in 4951bs 1.47in 3 11.25'LVL 1611-2in 5148bs 1.53in 15ft-4in 5706bs 1.69in 14ft-5in 6145bs 1.82in BUILDER: - KELLY INDUSTRIES 3 14'LVL 23 ft-8 in 5086 bs 1.51 in 22 ft-6in 5637 bs 1.67 in 21 ft-2 in 6073 bs 1.80 in 3 14'LVL 20 ft-1 in - 6406 bs 1.90 in 18 ft-7in 6919 bs 2.05 in 17 ft-5 in 7397 bs 2.19 in BEAM 3 18'LVL ?9!-gin 6399bs 1.90in 27A-7in 6912bs 2.05in 25ft-'9in 7389bs -2A9in 3 18'LVL 24A-5in. 77941s 2.31in 22ft-8in 8418bs 2.49in 21fl-2in 9100bs 2.6Tin - JOB NAME: SILVERA - 3 22'LVL 34 A-2 in 7352 bs 2.18 in 31 A-8in 7941 bs 2.35 in 29 A-7in 8489 bs 2.52 in 3 22'LVL 28 A-1 in 8954 bs 2.65 in 26 A-0 in 9672 bs 2.87 in 24 A-4 in 10340 bs 3.06 N LONGITUDINAL WALL MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA SHED DORMER CAPE MARRIAGE WALL FLOORICEILING BEAM SPANS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE MARRIAGE WALL FLOORICEILING BEAM SPANS(60 PSF GROUND SNOW LOAD) COUNTY: BARNSTABLE TYPE MEMBERS 1Y MODULE 14'MODULE IV MODULE TYPE MEMBERS' 1Y MODULE IN MODULE 16'MODULE ZIP CODE: 0260 PERMODULE MAX.SPAN REACTION MIN.BRG. ' MAX SPAN REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. PERMODULE MAX.SPAN REACTION . MIN.BRG. MAX SPAN REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. SEISMIC CATEGORY: B 2x10 SPF No.2 2x10 SPF No.2 1 6 ft-3in 2579 bs 4.04 5ft-10 in 2763 bs 4.33 5 fl-6in 2936 bs 4.61 1 5 A-7in 2887 bs 4.53 5 fl-3in 3099 bs 4.86 4 A-11 in 3297 bs" 5.17 2x12SPFNo2 2x12SPFNo2 SNOW LOAD (Pg): 25 psf 2x10 SPF No.2 2x10 SPF No.2 2 B ft-11 in 3647 bs 2.86 8ft-4in 3908 bs 3.07 7fl-10 n 4153 bs 3.26 2 7 A-11 in 4083 bs 3.20 7 A-5 in 4382 bs 3.44 6 A-11 in 4663 bs 3.66 2x,2SPFNo.2 2x12SPFNo.2 WIND SPEED (VFM): 90 mph 2x10 SPF No.2 2x10 SPF No.2 TRANSVERSE WALL 2x12SPFNo.2 3 10fl-11n 4466bs 2.34 100-2in 4786bs 2.50 9ft-7in ¢0866s 2.66 2x12SPFNo.2 3 9fl-9in 5001bs 2.61 9fl-1in 53676s 2.81 8A-6in 5711bs 2.99 9.25'LVL 9.25'LVL PENN 1 6 ft-8in 2738 bs 4.30 6 A-3in 2934 bs 4.60 5 A-.10 in 3118 bs 4.89 1 6 A-0 in 3066 bs 4.81 5 A-7 in 3291 bs 5.16 5 A-3 in 3501 bs 5.49 LLMOALRURIMAGE WALL 2x12 SPF No.2 2x12 SPF No.2 N 9.25'LVL 9.2525'LVL LYON 2x12SPFNo.2 2. 9ft-5in 3872bs 3.04 8A-10in 41506s 3.25 8ft-4in 4410bs 3.46 2 8A=5in 4336bs 3.40 7ft-10in 4654bs 3.65 7ft-5in 4951 bs 3.88 - - - - 2x12 SPF No.2 9.SPF LVL 3 11 A-7in 4757 bs 2.49 10 fl-10 in 50981bs 2.67 10 A-2 in 5417 bs 2.83 2 SPF LVL 3 10 A-4 in 5326 bs 2.78 9 A-8 in 5717 bs 2.99 9 A-1 in 6082 bs 3.18 2x12 SPF No.2 2x12 SPF No.2 - 9.25'LVL 9.25'LVL �OWHOMES9.25'LVL 1 tOft-10in 44276s 3.94 10fl-tin 47446s 4.22 9A-6in 50416s 4.48 1 9ft-Bin 4957bs 4.41 9A-Oin 5320bs 4.73 8ft-5n 56606s 5.03 11.25'LVL 9.25'LVL g_ •LVL PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 11.25'LVL 2 14 R-0 in 5740 bs 2.55 13 fl-4in 6262 bs 2.78 12 A-9in 6763 6s 3.01 2 12 ft-7in 6485 bs 2.88 12 A-0 in 7097 bs 3.15 11 ft-6in 7684 bs 3.42 (570)374-4004 1(800)788-4754 11.25'LVL 9.25'LVL 3 16 A-0 in 6571 bs 1.95 15 ft-3in 7168 bs 2.12 14 ft-7in 7741 bs 2.29 9.25'LVL 3 14 11-5in 7423 bs 2.20 13 A-9in 8124 bs 2.41 13 ft-.1 in 8796 bs 2.61 SEP 2 1 2007 DRAWING TOLE 11.25'LVL 11.25'LVL SM DORMER AAARNM APPRAAASV RSERJN42LL WALL HEADERS & DEW FACTORY BUILT PORTION DRAWN BY: DaTE: s1EEr: GLENCO 09/18/07 S 14 CHECKED BY: SCALE: NTS 9/19/2007 10:21:11 AM PROJECT NO. SERIAL NO. 07-093 -- -- .. SHED DORMER CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW SHED DORMER CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR LONGITUDINAL WALLS WTH 1.5°'BEAM WDTH LOAD)FOR LONGITUDINAL WALLS WTH 1.5°BEAM WDTH COLUMNSIZE MEMBERS COLUMNSIZE MEMBERS ANDSPECIES PERMODULE CAPACITY 1YMODULE 14'MODULE IV MODULE ANDSPECIES PERMODULE CAPACITY 1YMODULE 14'MODULE 18 MODULE 1 956 111-Oin Oft-Bin Oft-bin 1 956 00-6in Oft-3in Off-tin 2 1913 3ft-4in 2ft-9in 2fl-3in 2 1913 2fl-sin 1 ft-ltin i ft-Bin 2x4 SPF No.2 3 2869 5ft-8in 4ft-9in 411-1in 2X4SPFN0.2 3 2869 411-3in 38-6in 29-11in 4 3825 811-Din Eft-9in 5ft-10in 4 3825 60-1 in 511-2in 4ft-4in 5 4781 1011-4in 811-10in 711-Bin 5 4781 811-Din 6ft-9in 59-10in 6 5738 12ft-Bin 100-10in 911-6in 6 5738 911-10in 81-4in 7ft-3in 1 956 1 ft-Din Off-8in Oft-6in 1 956 Oft-Bin, Off-3in Oft-tin 2 1913 30-4in 20-9in 211-31n 2 1913 2fl-5in 1 ft-11in 1 ft-Bin 2x6 SPF No.2 3 2869 5R-8in 4ft-9in 4ft-tm 2x6 SPF No.2 3 2869 4fl-3in 3ft-6in 2 ft-11in 4 .3825 8ft-0in 611-9in 5 ft-10in 4 3825 611-1in 5 ft-2in 4fl-4in DATE . DESCRIPTION BY 5 4781 10ft-4in 8fl-10in 7fl-bin 5 4781 Bfl-Oin 6fl-9in 51-10in 6 5738 12ft-Bin 10ft-10in 9fl-6in 6 5738 9ft-10in Bft-4in 7fl-3in LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAU LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM' - SHED DORMER CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW SHED DORMER CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR TRANSVERSE WALLS WITH 1.5°BEAM WIDTH LOAD)FOR TRANSVERSE WALLS WTH 1.5°BEAM WIDTH COLUMNSIZE MEMBERS COLUMNSIZE MEMBERS AND SPECIES PER MODULE CAPACITY 1Y MODULE 14'MODULE 16'MODULE CAPACITY IT MODULE 14'MODULE 1G MODULE AND SPECIES PER MODULE 1 1952 3ft-5in 211-10in 2 ft-4in 1 1952 2ft-6in 2 ft-0in t ft-7in 2x4 SPF No.2 2 2231 40-Vin 3 ft-5in 2 ft-10in 2x4 SPF No.2 2 2231 3 ft-0in 2 ft-5in 2 ft-0in 3 2231 .4ft-tin 3 ft-5in 2 ft-10in 3 2231 3 ft-0in 2 ft-5in 2 ft-0in 1 1 3506 1 7 ft-3in 6fl-1in 5ft,3in 1 1 1 3506 1 5 ft-6in 4 ft-7in 3 ft-11in 2x6 SPF No.2 1 2 1 3506 1 7ft-3in 60-1 in 5111-3in FZ(6SPFNo.2 2 1 3506 1 5 ft-6in 4 ft-7in 311-111in 3 1 3506 1 7 ft-3in Eft-tin 5 ft-3in 1 3 1 3506 1 5 ft-6in 4 ft-7in 3 ft-11in TRANSVERSE REFERS TO A WALL RUNNING PERPENDICULAR TO THE SPAN OF THE BEAU TRANSVERSE REFERS TO A WALL RUNNING PERPENDICULAR TO THE SPAN OF THE BEAM LONGITUDINAL WALL SHED DORMER CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW SHED DORMER CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW DATE PRODUCTION BY LOAD)FOR LONGITUDINAL WALLS WTH 3°BEAM WDTH LOAD)FOR LONGITUDINAL WALLS WITH 3°BEAM WDTH MARRIAGE WALL COLUMN COLUMNSIZE MEMBERS COLUMNSIZE MEMBERS CAPACITY IT MODULE 14'MODULE 18 MODULE CAPACITY IT MODULE 14'MODULE IF MODULE ANDSPECIES PERMODULE ANDSPECIES PERMODULE —— ——— 1 1913 39-4in 211-9in 2ft-3in 1 1 1913 211-5in 1ft-11m 18-6in 7� — — — BUILDER: KELLY INDUSTRIES 2 3825 80-Oin 6fl-9in 5ft-10in 2 3825 Eft-1 in 5ft-2in 4ft-4in BFAM 2x4 SPF No.2 3 5738 12 ft-bin 1011-10in 9 ft-6in 2x4 SPF No.2 3 5738 91-10in 8 ft-4in 7ft-3in. JOB NAME: SILVERA 4 7650 17ft-4in 1411-11in 130-Tin 4 7650 13ft-7in 1111-7in 109-1in MODEL: CAPE ANN (MOD.) 5 9563 22 ft-Din 19ft-0in 16fl-Bin 5 9563 1711-3in 14fl-10in 12ft-11in LONGITUDINAL WALL 6 11475 2611-Bin 23ft-Oin 20fl-3in 6 11475 2111-Din 1811-1in 152-9m SITE LOCATION: HYANNIS, MA 1 1913 3 ft-4in 2fl-9in 2ft-31n 1 1913 2 ft-5in t ft-11in 11-6in COUNTY: BARNSTABLE 2 3825 8 ft-0in 60-9in 511-10in 2 3825 6 ft-tin 5ft-2in 4 ft-4in 2x6 SPF No.2 3 5738 Qft-bin 10fl-10in 9fl-6in 2x6SPF No.2 3 5738 9ft-10in 8ft-4in 7ft-3in ZIP CODE: 02601 4 7650 17.ft-4in 14 ft-11in 13fl-t n 4 7650 13ft-7in 1111-7in 10ft-tin 5 9563 22ft-Oin 190 Din 16R-Bn 5 s563 17ft-3in 14n-loin 12ft-11in SEISMIC CATEGORY: B 6 11475 26ft-Bin 23ft-Oin 1 6 11475 2111-Oin 18ft-tin 150-9in LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM SNOW LOAD (Pg): 25 pSf TRANSVERSE WALL WIND SPEED (VFM): 90 mph SHED DORMER CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW SHED DORMER CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW MARRIAGE WALL PENN LOAD)FOR TRANSVERSE WALLS WITH 3°BEAM WDTH LOAD)FOR TRANSVERSE WALLS WTH 3°BEAM WDTH COLUMN COLUMNSIZE MEMBERS CAPACITY IT MODULE IN MODULE 16'MODULE COLUMNSIZE MEMBERS CAPACITY 17 MODULE 14'MODULE 16'MODULE — AN ——— (OLYON DSPECIES PERMODULE ANDSPECIES PERMODULE — 1 0 NIA NIA NIA 1 0 NIA NIA NIA BFAMAPPAIOVED HOMES CORPORATION 2x4 SPF No.2 2 3904 8 ft-2 in 7 ft-0 in 6 ft-0 in 2x4 SPF No.2 2 3904 6ft-3in 5 ft-3 in 4ft-6in PFS CORD PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 3 4463 9111-7in 8111-2in 711-1in 3 4463 7ft-4in 6ft-2in 5ft-4in (570)374-4004 1(800)788-4754 1 0 1 NIA 1 NIA NIA 1 J 0 NIA NIA NIA SEP 2 1 .2001 DRAPING TTT NIS SPF No.2 1 2 7013 15ft-9in I' 13ft-7in 11 ft' loin 2X6 SPF No.2 2 7013 12ft-4in ,oft-6in 9ft-2m TR NSVERSE WALL SHED DMER 3 7013 15ft-9in 13ft-7in 11 ft-10in 3 IOU 12ft-4in 10ft-6in 90-2in wL MUMNS TRANSVERSE REFERS TO A WALL RUNNING PERPENDICULAR TO THE SPAN OF THE BEAM TRANSVERSE REFERS TO A WALL RUNNING PERPENDICULAR TO THE SPAN OF THE BEAM APPROVAL LIMITED TO DRAWN B1: DATE SHEEL FACTORY BUILT PORTION clFNco os/1a/o7 CHECKED BY: SGLLH: S 15 9/19/2007 10:21:27 AM PROJECT N0: SERIAL N0. 07-093 ----- SHED DORMER CAPE SIDEWALL HEADER SPANS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE SIDEWALL HEADER SPANS(60 PSF GROUND SNOW LOAD) NO.OF 12'MODULE W Module 16'Module NO.OF I MODULE 14'Module IF Module MEMBERS TYPE MAX.SPAN REACTION MAXSPAN MAXSPAN REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. MEMBERS - TYPE MAX.SPAN REACTION MAX.SPAN MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. 2 2x4 No.2 SPF 2 fl-7 in 1164 bs 0.91 in 2ft-5 in 1241 bs 0.97 in 2 A-4in 1313 bs 1.03 in 2 2X4 No.2 SPF 2 fl-4 in 1319 bs 1.03 in 2 ft-2 in 1407 bs 1.10 in 2ft-1 in 1489 bs- 1.17 in 2 2x6 No.2 SPF 30-10 in 1698 bs 1.33 in 3 ft-7 in 1810 bs 1.42 in 3 ft-5 in 1916 bs 1.50 in 2 2x6 No-2 SPF 3 ft-4 in 1925 bs 1.51 in- 3ft-2 in 2053 bs 1.61 in 3ft-0 in 2172 bs 1.70 in - - 2 2x8 No.2 SPF 4ft-10 in 2145 bs 1.68 in - 4 ft-6 in 2287 bs 1.79 in 4 ft-3 in 2420 bs 1.90 in 2 2x8 No.2 SPF 4 fl-3 N 2432 bs 1.91 in 4 ft-0 in 2593 bs 2.03 in 3 ft-9 in 2744 bs 2.15 in 2 200 No.2 SPF 5ft-11 in 2613 bs 2.05 in 5 ft-6 in 2786 bs 2.18 in 5 ft-3 in 2949 bs 2.31 in 2 2x10 No.2 SPF-5--ft-2in 2 663 bs 2.32 in 4 fl-10 in 3159 bs 2.48 in 4 ft-7 in 3343 bs 2.62 in 2 2x12 No.2 SPF 6 ft-10 in 3023 bs 2.37 in 6 ft-5 in 3223 bs 2.53 in 6 ft 0 in 3412 bs 2.68 in 2 2x12 No.2 SPF 6 fl-0 in 3428 bs 2.69 in 5 ft-8 in 3655 bs 2.87 in 5 ft-4 in 3868 bs 3.03 in 2 3.50'LVL 3 ft-8 in 1628 bs 0.72 in 3 ft-6 in 1764 bs 0.78 in 3 ft-4 in 1896 bs 0.84 in 2 3.50'LVL 3 fl-3 in. 1865 bs 0.83 in 3ft-1 in 2024 bs 0.90 in 3 A-0 in "2177 bs 0.97 in 2 5.50'LVL 5.ft-9 in 2558 bs 1.14 in 5 ft-6 in 2772 bs 1.23 in 5 ft-3 in 2979 bs 1.32 in 2 5.50'LVL 5 fl-2 in 2930 bs 1.30 in 4ft-11 in 3180 bs 1.41 in 4 ft-8in 3421 bs 1.52 in 2 7.25'LVL 7 fl-7 in 3371 bs 1.50 in 7 fl-3 in 3654 bs 1..62 in 6 ft-11 in 3913 bs 1.74 in 2 Z25'LVL 611-Din 3863 bs 1.72 in 6 ft-5in 4192 bs 1.86 in 6 ft-1 in 4437 bs -1.97 in _ 2 9.25'LVL 9 ft-8 in 4301 bs 1.91 in 9 fl-1 in 4603 bs 2.05 in 8 ft-7 in 4872 bs 2.17 in 2 9.25,LVL -8 fl-7 in 4896 bs - 2.18 in 8 ft-0 in 5220 bs 2.32 in 7 ft-7 in 5525 bs 2.46 in 2 11.25'LVL 11 A-7 in 5130 bs 2.28 in 10 ft-10 in 5469 bs 2.43 in 10 ft-.3 in 5789 bs 2.57 in 2 11.25'LVL 10 ft-2 in 5817 bs 2.59 in 9 ft-7 in 6202 bs 2.76 in 9 ft-0 in 6564 bs 2.92 in " 2 11.875'LVL 12 fl-1 in 5375 bs 2.39 in i I fl-4 in - 5731 bs 2.55 in 10 ft-9 in 6066 bs 2.70 in 2 11.875'LVL 10 ft-81n 6095 bs 2.71 in 10 ft-0 in 6498 bs 2.89 in 9 ft-5 in 6878 bs 3.06 in 2 14'LVL 13 A-11 in 6174 bs 2.74 in 13 ft-0 in 6583 bs 2.93 in 12 ft-4 in 6968 bs T10 in 2 14'LVL 12 ft-3 in 7001 bs - 3.11 in. 11 ft-6 in 7465.bs 3.32 in 10 ft-10 in 7901 bs 3.51 in 2 16'LVL 15 ft-6 in 6872 bs 3.05 in 14 A-6 in 7327 bs 3.26 in 13 ft-8 in 7756 bs 3.45 in 2 16'LVL 13 ft-8in T792 bs 3.46 in 12 ft-9 in 8308 bs 3.69 in 12 ft-1 in 8794 bs 3.91 in DATE 2 18'LVL 16 ft-11in 7512bs 3.34in 15ft-10in 8010bs 3.56in - 15ft-0in 8478bs 3.77in 2 18'LVL - 14fl-11in 8519bs 3.79in 14ft-0in 9082bs 4.04in 13ft-3in 9613bs 4.27in DESCRIPTION BY 3 2x4 No.2SPF 3ft-2in . 1425bs 0.75in 3ft-0in 1519bs 0.79in 2 ft-10in 1608,bs 0.84in 3 2x4 No.2SPF 2ft-10in 1616bs 0.84in 2 ft-bin 1723bs 0.90in 2ft-bin 1824bs 0.95in 3 2X6No.2SPF 4ft-8in 2079bs 1.09in 4ft-5in 2217bs 1.16in 4 ft-2in 2347bs 1.23in 3 2x6NO2-SPF - 4ft-2in 2358bs 1.23in 39-10in 2514bs 1.31in 3ft-8in - 2661bs 1.39in _ - - 3 2x8 No.2 SPF 5ft-11 in 2627 bs 1.37 in 5 ft-7 in 2801 bs 1.46 in 5 ft-3 in 2964 lbs - 1.55 in 3 2x8 No.2 SPF 5 ft-3 in 2978 bs 1.56 in 4ft-11 in 3176 bs 1.66 in -4 ft=7 in 3361 bs 1.76 in 3 100 No.2SPF 7 ft-2in 3200bs 1.67in Eft-9in 3412bs 1.78in 6fl-5in.. 3611bs 1.89in 3 200 No.2SPF E ft-4in 3628bs 1.90in 5ft-11in 3869bs 2.02in 5ft-8in 4095bs 2,14in , 3 2X12 No.2 SPF 8 ft,-4 in 3702 bs 1.94 in 7 fl-10 in 3947 bs 2.06 in 7 fl-5 in 4178 bs 2.18 in 3 202 No.2 SPF 7 fl-4 in 4198 bs 2.20 in 611-11 in 4476 bs. 2.34 in 6 ft-6 in 4738 bs 2.48 in 3 3.50'LVL 4 ft-2 in 1863 bs 0.55 in 4 ft-0 in, 2019 bs 0.60 in 3 ft-10 in 2170 bs 0.64 in 3 3.50'LVL 3 ft-9 in 2135 bs 0.63 in 3ft-7in 2317 bs 0.69 in 3 ft-5 in 2492 bs 0.74 in 3 5.50'LVL 6A-7in 2928bs 0.87in Eft-3in 3173bs 0.94in 64-0in 3410bs 1.01in 3 5.50'LVL 5ft-10in 3354bs 0.99in 5 ft-7in 3641bs- 1.08in 5ft-5in 3916bs 1.16in 3 7.25'LVL 8 ft-8 in 3859 bs 1.14 in 1 8 ft-3 in 4183 bs 1.24 in 7ft-11 in 4495 bs 1.33 in 3 7.25'LVL 7 ft-9 in 4422 bs 1.31 in 7ft-5in 4799 bs 1.42 in 7 ft-1 in 5162 bs 1.53 in 3 9.25'LVL 11 ft-1 in 4924 bs 1.46 in - 10 ft-7in 5337 bs 1.58 in 10 ft-2 in 5735 bs 1.70 in 3 9,25'LVL 9 A-10 in 5641 bs 1.67 in 9 A-5in 6123 bs 1.81 in 9 ft-i in 6587 bs 1.95 in 3 11.25'LVL 13 ft-6 in 5989 bs - 1.77 in 12 ft-10 in 6491 bs 1.92 in 12 ft-4 in 6974 bs 2.07 in 3 11.25'LVL 12 ft-0 in 61361 bs 2.03 in 11 fl-6 in 7-7 bs 2.21 in N ft-0 in 8011 bs 2.37 in - 3 11.875'LVL 14 ft-3 in 6321 bs 1.87 in 13 ft-7 in- 6851 bs. 2.03 in 13 ft-0 in -7362 bs 2.18 in 3 11.875'LVL 12 fl-8 in 7242 bs 2.15 in 12 fl-1 in 7861 bs 2.33 in 11 ft-7 in 8424 bs 2.50 in .3 14'LVL 16 ft-9 in 7452 bs 2.21 in 16 ft-0 in 8063 bs 2.39 in 15 ft-1 in 8534 bs 2.53 in 3- 14'LVL 14 ft-11 in 8538 bs 2.53 in 14 ft-1 in 9142 bs 2.71 in 13 A-4 in 9677 bs 2.87 in 3 16'LVL 18 ft-11 in 8416 bs 2.49 in 17 ft-9 in 8974 bs 2.66 in 16 ft-9 in 9499 bs 2.81 in 3 16'LVL 16 ft-8 in 9544 bs 2.83 in 15 ft-8 in 10175 bs 3.01 in 14 ft-10 in _ 10770 bs 3A 9 in - 3 18'LVL 20 ft-8 in 9201 bs 2.73 in 19 fl-5 in 9810 bs 2.91 in 18 ft-4 in 10384 bs 3.08 in 3 18'LVL 18 fl-3in 10433 bs 3.09 in 17 A-1 in 11124 bs 3.30 in 16 ft-2 in- 11774 bs DATE PRODUCTION BY BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFN): 90 mph OPENN LYON APPROVED PFS CORP HOMES CORPORATION PO BOX 27, AIRPORT RD, SEINSGROVE, PA 17870 SEP 2007 (570)374-4004 1(800)788-4754 DRAWING mIF: SHED DORIIIER SIDE APPROVAL• LIMITED TO WALL HEADM FACTORY BUILT PORTION DRAWN 9Y: DATE: 6HEET: GLENCO 09/18/07 S 16 CHECKED BY: SCALE MS 9/19/2007 10:21:43 AM PROJECT NO. SERIAL NO. SHED DORMER CAPE- OPENING OF SIDEWALL JAMB ASSEMBLIES(30 PSF GROUND SNOW LOAD AND 90 MPH WIND) SHED DORMER CAPE- OPENING OF SIDEWALL JAMB ASSEMBLIES(60 PSF GROUND SNOW LOAD AND 90 MPH WIND) 07-093 ----- STUDSODUL COLUMN SIZE NO.OF NO.OF 8'-0"WALL HEIGHT 9'-0•WALL HEIGHT IW-0"WALL HEIGHT - MODULECOLUMN SIZE NO.OF NO.OF 8'-r WALL HEIGHT 9'-0'WALL HEIGHT 10'-0"WALL HEIGHT WIDTH KING JACK .ROOF PITCH ROOFPITCH ROOF PITCH WIDTH KING JACK ROOF PITCH ROOF PITCH ROOF PITCH pNOSPECIES AND SPECIES (FEET) STUDS 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 3112 5112 7112 1111 12112 (FEED STUDS STUDS 3112 5112 1112 9112 1 12112 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 � 1 1 26 in 26 in 26 in 26 in 25 in 20 in 20 in 20 in 20 in 19 in 15 n 15 in 15 in 15 in 15 in 1 1 30 n 30 in 30 in 30 n 29 in 20 in 20 in 20 n 20 in 19 in 15 n 15 in 15 in 15 in 15 in 2 1 44 n 44 in 44 in 44 n 44 in 48 in 48 in 48 n 48 in 48 in 38 n 38 in 38 in 38 in 38 in 2 1 35 n 35 in 35 in 35 h 35 n 35 in 35 in 35 h 35 in 35 in 38 in 38 in 38 in 38 in 38 in � 3 1 44 n 44 in 44 in 44 h 44 in 48 in 48 in 48 n- 48 in 48 in 52 n 52 in 52 in 52 in 52 in - 2 2 72 h 72 in 72 in 72 h 71 in 52 in 52 in 52 n 52 in 51 in 38 h 38 in 38 in 38 in 38 in 2 -2 68 n 68 in 68 in 68 n 67 in 52 in "52 in 52 n 52 n 51 in 38 n 38 in 38 n. 38 in 38 in 3 2 82 n 82 in 82 n 82 n 82 in 82 in 82 in 82 n 82 in 82 in 62 n 62 in 62 in 62 n 61 in 3 2 105 in 105 in 105 in 105 in 105 in 85 in 85 in 85 in 85 in 83 in 62 in 62 in 62 in 62 in 61 in 4 2 82 in 82 in 82 in 82 in 82 in 1 82 in 82 In 82 in 82 in 82 in 85 in 85 in 85 in 85 in 84 in _ 4 2 106 in 105 in 105 in 105 in 105 in 109 in 109 in 109 n 109 in 109 in 85 in 85 in 85 in 85 in 84 in 3 3 1 127 in 127 in I27 n 127 in 125 in 85 in 85 in 85 in 85 in 83 in 62 in 62 in 62 in 62 in 61 in 5 2 106 in 105 in 106 in 105 in 105 in 109 in 109 in 109 n 109 in 109 in 109 in 109 in 109 in 109 in 107 in 2x4 SPF Stud 3 117 n 117 in 117 in f17 in 115 in 85 n 85 in 85 in 85 n 84 in 6 2 105 in 105 in 105 in 105 in 105 n 109 in 109 in 109 h 109 in 109 in 113 in 113 n 113 in 113 in 113 h 5 3 129 n 129 in 129 n t 29 in 129 in 109 in 109 h 109 in 109 in 107 in 2x4 SPF Stud 3 3 123 in .123 in 123 in 123 in 121 in 85 in 85 in 85 in 85 in 83 in 62 in 62 in 62 in 1 62 in 61 in 6 -3 129 in 129 in- 129 in .129 in 129 in 132 in 132 in 132 in 132 in 131 h 4 '3 165 in 165 in 165 in 165 in 165 in 117 in 117 in 117 in 117 in 115 in 85 in 85 in 85 in 85 in 84 in 7 3 129 in 129 in 129 in 129 In 129 in 133 in 133 in 133 in 133 in 133 in 5 3 150 in 160 in 150 in 150 in 147 in 109 in 109 n 109 in 109 in 107 h 12 5 4 - 150 in 150 in 150 in 150 in 147 n 109 in 109 in 109 in 109 in 107 in 12 6 3 169 in 169 in 169 in 169 in 169 in 132 in 132 h 132 in 132 in 131 n 6 4 176 in 176 in 176 n 176 in 176 in 132 in 132 n 132 in 132 in 131 in 7 3 169 in 169 in 169 n 169 in 169 n 156 in 156 in 156 in 156 in 154 in 7 4 156 in 156 n 156 in 156 in 154 in 8 3 - 169 in 169 in. 169 in 169 in 169 in 173 in 173 in 173 in 173 in 173 in a 4 179 in 179 in 179 in 179 in 177 in 6 4 182 in 182 in 182 in 182 in 179 in 132 in 132 in -132 in 132 in 131 in 1 1 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 36 in 36 in 36 in 36 in 35 in DATE DESCRIPTION BY 7 4 214 in 214 in 214 in 214 in 1 211 in 156 in 156 in 1 156 in 156 in 154 in 2 .1 49 in 49 in _49 in 49 n 49 in 49 in 49 in 49 n 49 in 49 in 49 h 49 in 49 in 49 in 49 in 9 4 - 179 in 179 n 179 in 179 n 177 n 1 2 70 h 70 n 70 n 70 h 69 n 50 n 50 n 50 in ' 50 in 49 n 36 h 36 in 36 in 36 in 35 in 9 4 200 in 200 n 200 in 200 in 200 n 3 in 1 in 1 2 2 121 23 in 123 in 123 n 123 in 123 in 123 in 123 in 123 in 96 in 96 in 96 in 96 in 94 in 1 1 70 h 70 in -70 in 70 in 69 in 50 in 50 in 50 in 50 in .49 in 36 in 36 in 36 in 36 in 35 in 2x6 SPF Stud 3 2 123 in 123 in 123 in 123 in 123 in 123 in 123 in 123 in 123 in 123 in 123 in 123 n 123 in 123 in 123 in - 2 1 71 in- 71 in 71 in 71 in 71 in 71 in 71 in 71 in 71 in 71 in 71 in 71 in 71 in 71 in -71"in 2 3- 165 in 165 in 165 in 165 in 162 in 125 in 125 in 125 in 125 in 123 in 96 h 96 in 96 in 96 in 94 in 6tuP 2 2 165 in 165 in 165 in 165 in 162 h 125 in 125 in 125 in 125 in 123 in 96 in 96 in 96 in 96 in 94 in 3 3 1 1 1 197 in 197 in 197 in 197 in 197 in 183 in 183 h 183 in 183 in 181 in 3 2 166 in 166 in 166 n .166 in 166 in 168 in 166 n 166 in 166 in 166 n 4. 3 197 in 197 h 197 in 197 in 197 n 3 3 233 in -233 in 233 in 233 in 233 in 183 in 183 n 183 in 183 in 181 in - 4 1 3 1 253 in 253 in 253 in 253 in 249 in 1 1 29 in 29 in 29 in 29 n 29 in 24 in 24 in 24 in 24 in 23 in 15 in 15 in 15 in 15 in .14 in 2 1 29 in 29 in 29 In 29 in 29 in 33 in 1 33 in 33 in 33 in 33 in 33 in 33 in 33 in 33 in 33 in 1 - 1 25 in 25 in 25 in 25 in 25 in 20 in 20 in 20 in 20 in 19 in 15 in 15 in 15 in 15 in 14 in - 2 2 70 in 70 in 70 in 70 in 70 in 56 in 56 in 56 in 56 in 55 in 38 n 38in .38in 38 in 37 in 2 1 37 in 37 in 37 In 37 in 37 in 41 in 41 in 41 n 41 in 41 in 38 in 38 in 38 in 38 in 37 in 3 2 70 in 70 in 70 in 70 in 70 in 74 in 74 in 74 in 74 in 74 in 61 in 61 in 61 in 61 in 60 in 3 1. 37 in 37 in 37 in 37 in 37 in 41 in 41 in 41 in 41 in 41 in 45 in 45 in 45 in 45 in 45 in 4 2 70 in 70 in 70 in 70 n 70 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in. 74 in 74 in 2 2 67 in 67 in 67 in 67 in 66 in 52 in 52 in 52 in 52 in 51 in 38 in 38 in 38 in 38 in 37 in 3 3 112 in 112 in 112 in 112 in 112 in 88 in 88 in 88 in 88 in 87 in 61 in 61 in 61 in 61 in 60 in 3 2 90 in 90 in 90 In 90 in 90 in 84 in 84 in 84 in 84 in 83 in 61 in 61 in 61 in 61 in 60in 4 3 112in IV in 112 in 112 in 112 in 116 in 116 in 116 in 116 in 116 in 85 in 85 in 85 in 85 in 83 in 4 2 90 in 90 in 90 in 90 in 90 in 94 in 94 in 94 in 94 in 94 in a5 in 85 in 85 in 85 in 83 in 5 3 112 in 112 in 112 in 112 in 112 in 116 in 116 in 116 in 116 in 116 in -108 in 108 in 108 in IDS in 106 in 5 2 90 in 90 in 90 in 90 in 90 in 94 in 94 in 94 in 94 in 94 in 98 in 98 in 98 in 98 in 98 in 2x4 SPF Stud 6 3 112 in 112 in 1 112 in 112 in 112 in 1 116 in 116 in 116 in 116 in 116 in 116-in 116 in 116 in 116 in 116 in 2x4 SPF Stud 3 3 122 in. 122 in 122 in 122 in 120 in 84 in 84 in 84 in 84 in 83 in 61 in 61 in 61 in 61 in 60 in 3 4 126 in 126 in 126 in 126 in 124 in 88 in 88 in 88 h 88 in 87 in 61 in 61 in 61 in 61 in 60 in " 4 3 143 in 143 in 143 in 143 in 143 in 116 in 116 in 116 in 116 in I 114 in a5 in 85 in 85 in 85 in 83 in 4 4 120 in 120 in 120 in 120 in 118 in 115 in _85 in 85 in 85 in 83 in 5 3 147 in 147 in 147 in 147 in 146 in 108 in 108 in 108 in 108 in 106 in 5 4 152 in 152 in 152 in 152 In 150 in 108 in 108 h 108 in 108 in 106 in - - - 6 3- 147 in 147 in 147 in 147 in 146 in 131 in 131 in 131 in 131 in 129 in 14 6 4 157 in 157 in 157 n 157 n 157 in 131 in 131 n 131 in 131 in 129 h - - - 14 7 3 147 in 147 in 147 n 147 in 146 n 151 in 151 h 151 in 151 in 151 n 7 4 157 in 157 in 157 in 157 in 157 in .155 in 155 in 155 in 155 in 152 in 6 4 181 in 181 in 181 h 181 in 178 in 131 in 13l in 131 in 131 in 129 in 6 5 185 in 185 in 185 in 185 in 182 in 131 in 131 h 131 in 13l in 129 in ' 7 4 201 in 201 in 201 in 201 in 201 in 155 in 155 in 155 in 155 in 152 in 7 5 - 155 in 155 h 155 in 155 in 152 in ` 8 4 178 in 178 h 178 in 178 in 175 h 8 5 178 in 178 in 178 in 178 in 175 n 9 4 201 in 201 in 201 in 201 in 198 in 1 1 41 in 41 in 41 in 41 in 41 in 41 in 41 in 41 in 41 in 41 in 35 h 35 in 35 in 35 in 34.in _ 1 1 59 in 59 in 59 in 59 in 59 in 50 in 50 in .50 in 50 in 48 in 35 n 35 in 35 in 35 in 34 in 2 1 41 in 41 in 41 in 41 in 41 in. 41 in 41 in 41 in 41 in 41 in 41 in 41 in 41 in -41 in 41 in DATE PRODUCTION BY - _ 2 1 59 in 59 in 59 in 59 in 59 in 59 in I 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 1 2 69 in -69 in 69 in 69 n 68 in - 50 in 50 in 50 in 50 in 48 in 35 in 35 in 35 in 35 in 34 in 1 2 69 in 69 in 69 in 69 in 68 in 50 in .50 in 50 n 50 in, 48 in 35 n 35 in 35 in 35 n 34 n 2 2 106 n 106 in 106 in 106 in 106 h 106 in 106 in 106 n IDS in 106 n 95 n 95 in 95 in 95 n 93 in " 2x6 SPF Stud 2 2 143 in 143 in 143 in 143 in 143 n 124 in 124 in 124 n 124 n 121 in 95 n 95 in 95 in 95 n 93 n 2x6 SPF SWd 3 2 106 in 106 in 106 n 106 in 106 n 106 in IDS in 106 n 106 in 106 in 106 in 106 n 1D6 in 106 in 106 in 3 2 143 in 143 in 143 in 143 in 143 or 143 in 143 in Win 143 in 143 in 143 in 143 in 143 in 143 in 143 in 2 3 163 in 163 in 163 in 163 in 161 in 124 in 124 in IN in 124 in 121 in 95 in 95 in 95 in 95 in 93 in 2 3 163 in 163 n 163 in 163 in 161 n 124 in 124 in 124 in 124 in 121 in 95 in 95 in 95 in 95 in 93 n 3 3 171 n 171 n 171 h 171 in 171 n 171 in 17l h 171 in 171 n 171 n 3 3 227 in 227 in 227 in 227 in 227 in 182 in 182 in 182 in 182n 179n 3 4 231n 231 in 231n 231n 227 in 182 in 182 in 182 in 182 in 179n BUILDER: KELLY INDUSTRIES 4 3 227 in 227 h 227 in 227 in 227 n 4 4 236 in 236 h 236 in 236 in 236 n - 1 1 29 in 29 in 29 in 29 in 28 in 19 in 19 in 19 in 19 in 19 in 15 in 15 in 15 in 15 in 14 in 1 1 24 in 24 in 24 in 24 in 24 in 23 in 23 in 23 in 23 in 23 in 15 in 15 in 15 in 15 in 14 in JOB NAME: SILVERA 2 1 35 in 35 in 35 in 35 in 35 in 35 in 35 in 35 in 35 in 35 in 38 in 38 in 38 in 38 in 37 in 2 1 24 h 24 in 24 in 24 in 24 in 28 in 28 in 28 in 28 in 28 in 28 in 28 in 28 in 28 in 28 in MODEL: CAPE AN N (MOD.) n n n 3 1 35 35 in 35 in 35 .35 in 35 n 35 in 35 n 35 in 35 in 39 39 in 39 in 39 in 39 in 1 2 29 h 29 in 29 in 29 h 28 n 23 n 23 n 23 n 23 in 23 n 15 n 15 n 15 in 15 n 14 in 2 .2 71 in 71 in 71 in 71 in 69 in 51 in 51 in 51 in 51 in 50 in. 38 n 38 in 38 in 38 in 37 in 2 2 61 in 61 in 61 in 61 in &f in 55 in 55 in 55 in 55 in 54 In 38 in 38 h 38 in 38 in 37 in SITE LOCATION: HYAN N I S, MA 3 2 83 n n n n 83 in 83 in 83 83 in 83 in 83 in 83 83 in 82 in 61 61 in 61 in 61 in 60 in 3 2 61 n 61 in 61 in 61 n 61 in 65 in 65 in 65 n 65 in 65 in 61 n 61 n 61 in 61 in 60 in 4 2 83 in 83 in 83 in 83 h 83 in 83 in 83 in 83 n 83 in 82 in 84 h 84 in 84 in 84 in 83 in 4 2 61 in 61 in 61 in 61 in 61 in 65 in 65 in 65 in 65 in 65 in 65 in 65 in 65 in 65 in 65 in - COUNTY: BARNSTABLE 3 3 "125 n 125 in 125 in 125 in 123 n 83 in 93 in 83 h 83 in 82 n 61 n 61 in .61 in 61 in 60 in 2 3 71 n 71 in 71 n '71 n 69 n 55 in 55 n 55 n 55 in 54 n 38 n 38 in 38 in 38 in 37 in - 4 3 115 in 115 in 115 in 115 in 113 in 84 in 84 in 84 in 84 in 83 in 3 3 98 in 98 in 98 in 98 in 98 in 87 in 87 in 87 in 87 in 86 in 61 in 61 in. 61 in 61 in 60 in ZIP CODE: 02601 5 3 130 in 130 in 130 h 130 in 130 in 107 in n 107 107 in 107 in 105 n 4 3 98 n 98 in 98 in 98 n 98 in 102 in. 102 in 102 n 102 in 102 in 84 n 84 in 84 in 84 in 83 in 2x4 SPF Stud 6 3 130 in 130 in 130 in 130 in 130 in 131 in 131 in 131 in 131 in 128 in 2x4 SPF Stud 5 3 98 in 98 in 98 in -98 in 98 in 102 in 102 in 102 in 1 102 in 1 102 in 102 in 102 in 1 102 in 102 in 102 in SEISMIC CATEGORY: B 7 3 130 in 130 in 130 n 130 in 130 n n n 134 in 134 134 134 in 134 in 125 3 4 in 125 in 125 in 125 in 123 h 87 in 87 in 87 n 87 in 86 n n n 61 61 in 61 in 61 60 in' 5 4 147 in 147 in 147 in 147 in 145in 107 in 107 in 107 in 107 in 105 in 4 4 119in 119in- 119n 119in 117 in 84 in 84 in 84 in .84 in 83 in SNOW LOAD (Pg): 25 p$f 6 4 178 n n 178 178 n 178 in 176 in 131 in 131 in 131 in 131 in 128 in 16 5 4 139 in 139 in 139 n 139 n n n n 139 in 107 107 107 in 107 in 105 16 7 4 178 in 178 in 178 in 178 in 176 in 154 in 154 in 154 in 154 in 151 in 6 4 139 in 139 in 139 in 139 in 139 in 131 in 131 in 131 in 131 in 128 in 8 4 178 in 178 in 178 in 178 in 176 in 177 in 177 in 177 in 177 in 174 in 7 4 139 in 139 in 139 in 139 in 139 in 139 in 139 in 139 in 139 in 139 n WIND SPEED (VFM): 90 mph 9 4 178 in 178 in 178 in 178 in 176 in 182 in 182 in 182 in 182 in 182 in 5 5 161 in 151 in 151 in 151 in 149 in 107 in 107 n 107 in 107 in 105 h 5 5 147 in 147 in 147 h 147 in 145 in 6 5 176 in 176 in 176 in 176 in 176 in 13l in 131 in 131 in 131 in 128 n & 5 179 211n 211179 in 179 in 179 211in 176 211in - 7 5 154 in154 in154 in154 in151 in _ PENN • 7 - 5 211 in 211 in 211 n 211 in -211 in 7 5 176 in 176 h 176 in �176 in 174 n 1 1 50 n 50 in 50 in 50 n 50 in 49 in. 49 in 49 n 49 in 48 in 35 n 35 in 35 n 35 n 34 n 1 1 34Mm 34 n 34 n 34 inj208 34 h 34 in 34 n 42 n 42 n 42 n 42 in 42 n 2 1 50 h 50 in 50 in 50 h 50 in 50 in 50 in 50 h 50 in 50 in 50 n 50 in 50 in 50 in 50 in 1 2 6969 n 67 in 49 in 49h 49 in 48 in 43 h 43 in 43 in 43 in 42 inT �ON 1 2 69 h 69 in 69 in 69 n 69 in' 49 in 49 in 49 n 49 in 48 in 35 n 35 in 35 in 35 in 34 n 2 2 9292 n 92 in 92 in 92 h 92 in 92 n 100 in 10D h 1W in 100 in 100 n L2x6 SPF Stud2z6 SPF SWd 2 2 125 in 125 in 125 in 125 in 125 n 123 in 123 in 123 n 123 n 120 in 94 n 94 in 94 in 94 in 93 n 2 3 15150 in 150 n 123 in 123 n 123 in 120 in 102 in 102 h 102 n 102 in -13 2 125 n 125 in 125 n 125 in 125 n 125 in 125 in 125 n 125 in 125 in 125 in 125 n 125 in 125 in 125 n 3 3150 in 150 n 150 in 150 in 158 in 11rD' F1HOMES CORPORATION2 3 162 in 162 in 162 in 162 in 159 n 123 in 123 in 123 h 123 in 120 in 94 n 94 in 94 in 94 in 93 in 3 4208 in 208 n 208 in 208 in 216 in 216 n 16 in 216 in 6 EA O V E D 3 3 200 in 200 in 200 in 200 in 200 in 181 in 181 in 181 in 181 in 177 in Note:See individual calcuhtionsfor specfic connection requeern9nW. _ - S CORP PO BOX 27, AIRPORT RD, SELINSGROVE. PA 17870 4 3 - 200 in 200 n 200 in 200 in 200 in (570)374-4004 1(800)788-4754 Note:See individual calculations for speclic connection requuenenE. SEP 2 1 2007 DRAWING TDIE:90 MpMEp S IDE WALL JAMBS APPROVAL LIMITED TO DRAWN BY' DATE: SHEET: FACTORY BUILT PORTION GLENCO 09/18/07 . CHECKED ff. SCAIE: S 1 7 NTS 9/19/2007 10:21:56 AM r. PROJECT NO. SERIAL N0. SHED DORMER CAPE- OPENING OF SIDEWALL JAMB ASSEMBLIES(30 PSF GROUND SNOW LOAD AND 120 MPH WiND) SHED DORMER CAPE- OPENING OF SIDEWALL JAMB ASSEMBLIES(60 PSF GROUND SNOW LOAD AND 120 MPH VNND) 07-093 --- MODULE COLUMN SIZE NO.OF NO.OF lr-0"WALL HOGHT 0'-0"WALL HEIGHT 10'-0"WALL HEIGHT MODULE COLUMN SIZE NO.OF NO.OF I'-0"WALL HEIGHT 0'-0"WALL HEIGHT 10'-0"WALL HEIGHT WIDTH KING JACK ROOF PITCH ROOF PITCH ROOF PITCH WIDTH ROOF PITCH ROOF PITCH ROOF PITCH AND SPECIES AND SPECIES KING JACK (FEET) STUDS STUDS 3112 5/12 7112 9112 12112 3112 5112 7112 0/12 12112 3112 5112 7/12 0/12 12112 FE STUDS STUDS 3112 5/12 7/12 0/12 12/12 3112 5/12 7112 9112 12112 .3112 5112 7112 0112 12112 1 1 11 in 11 in 14 in 11 in 11 in 10 in 10 in 10 in 10 in gin 1 1 11 in 11 in 11 in 11 in 11 in '10 in 10 in 10 in 10 in 9 in 2 1 35 in 35 in 35 in 35 in 34 in 28 in 28 in 28 in 28 in 27 in 2 1 35 in 35 in 35 in 35 in 34 in 28 in 28 in 28 in 28 in 27 in 3 1 48 in 48 in 48 in 48 in 48 in 46 in 46 in 46 in 46 in 45 in 3 1 35 in 35 in 35 in 35 in 35 in 39 in 39 in 39 in 39 in 39 in 4 1 48 in 48 in 48 in 48 in 48 in 52 in 52 in 52 in 52 in 52 in 3 2 66 in 66 in 66 in 66 in 65 in 47 in 47 in 47 in 47 in 45 in 3 2 66 in 66 in 66 in 66 in 65 in 46 in 46 in 46 in 46 in 45 in 4 2 82 in 82 in 82 in 82 in 82 in 64 in 64 in 64 in 64 in 63 in 4 2 92 in 92 in 92 in 92 in 91 in 64 in 64 in 64 in 64 in 63 in 5 2 82 in 82 in 82 in 82 in 82 in 83 in 83 in 83 in 83 in 81 in — 5 2 109 in 109 in 109 in 109 in 109 in 83 in 83 in 83 in 83 in 81 in 6 2 82 in 82 in 82 in 82 in 82 in 86 in 86 in 86 in 86 in 86 in 6 2 109 in 109 in 109 in 109 in 109 in 101 in 101 in 101 in 101 in 99 in 2x4 SPF Stud 4 3 92 in 92 in 92 in 92 in 91 in 64 in 64 in 64 in 64 in 63 in 2x4 SPF SWd 7 2 109 in 109 in 109 in 109 in 109 in 113 in 113 in 113 in 113 in 113 in 5 3 118 in 118 in 118 in 118 in 117 in 83 in 83 in 83 in 83 in 81 in 5 3 118 in 118 in 118 in 118 in 117 in 83 in 83 in 83 in 83 in 81 in 6 3 129 in 129 in 129 in 129 in 129 in 101 in 101 in 101 in 101 in 99 in 6 3 144 in 144 in 144 in 144 in 142 in 101 in 101 in 101 in 101 in 99 in 7 3 119 in 119 in 119 in 119 in 117 in 12 7 3 119 in 119 in 119 in 119 in 117 in 8 3 133 in 133 in 133 in 133 in 133 in 8 _ 3 137 in 137 in 137 in 137 in 135 in 12 8 4 137 in 137 in 137 in 137 in 135 in 9 3 156 in 156 in 156 in 156 in 153 in 9 4 156 in 156 in 156 in 156 in 153 in BY 10 3 173 in 173 in .173 in 173 in 171 in 10 4 174 in 174 in 174 in 174 in 171 in DATE DESCRIPTION 11 4 192 in 192 in 192 in 192 in 189 in 11 4 180 in 180 in 180 in i80 in 180 in 12 4 210 in 210 in 210 in 210 in 207 in 1 1 29 in 29 in 29 in 29 in 28 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 1 4 29 in 29 in 29 in 29 in 28 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 2 1 49 in 49 in, 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 51 in 51 in .51 in 51 in 50 in 2 1 71 in 71 in 71 in 71 in 71 in 59 in 59 in 59 in 59 in 58 in 51 in 51 in 51 in 51 in 50 in 3 1 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 57 in 57 in 57 in 57 in 57 in 3 1 71 in 71 in 71 in 71 in 71 in 71 in 71 in 71 in 71 N 71 in 79 in 79 in 79 in 79 in 79 in 2 2 82 in 82 in 82 in 82 in 81 in 59 in 59 in 59 in 59 in 58 in 51 in 51 in 51 in 51 in 50 in 2x6 SPF Stud 2 2 82 in 82 in 82 in 82 in 81 in 59 in 59 in 59 in 59 in 58 in 51 in 51 in 51 in 51 in 50 in 2x6 SPF Stud 3 2 123 in 123 in 123 in 123 in 123 in .120 in 120 in 120 in 120 in 118 in 126 in 126 in 126 in 126 in 124 in 3 2 159 in 159 in 159 in 159 in 157 in 120 in 120 in 120 in 120 in 118 in 126 in 126 in 126 in 126 in 124 in 4 2 123 in 123 in 123 in 123 in 123 in 123 in 123 in 123 in 123 in 123 in 131 in 131 in 131 in 131 in 131 in 4 2 166 in 166 in 166 in 166 in 166 in 166 in 166 in 166 in 166 in 166 in 173 in 173 in 173 in 173 in 173 in 3 3 159 in 159 in 159 in 159 N 157 in 120 in 120 in 120 in 120 in 118 in 126 in 126 in 126 tu 126 in 124 in 5 3 217 W 217 in 217 N 217 in 214 in 221 in 221 in 221 tu 221 in 218 in 4 3 t68 n 168 in 168 in 168 in i66 in 173 in 173 in 173 in 173 in 171 in 5 3 197 in 197 in 197 in 197 in 197 in 205 m 205 in 205 in 205 in 205 in 1 1 11 in 11 in 11 in 11 in 11 in 10 in 10 in 10 in 10 in 9 in 2 1 35 in 35 in 35 in 35 in 34 in 28 in 28 in 28 in 28 in 27 in 1 t 15 in 15 in 15 N 15 n 15 in 10 in 10 in 10 in 10 m 9 in 3 1 35 in 35 in 35 in 35 in 34 in 45 in 45 in 45 in 45 m 45 in 2 1 33 in 3317 33 in 33 in 33 in 28 in 28 in. 28 in 28 in 27 in 3. 2 65 in 65 in 65 in 65 in 64 in 46 in 46 in 46 in 46 in 45 in 3 1 33 in 33 in 33 in 33 in 33 in 33 in 33 in 33 in 33 in 33 in 4 2 91 in 91 in 91 in 91 in 90 in 64 in 64 in 64 in 64 in 63 in 2 2 39 in 39 in 39 in 39 in 38 in 28 in 28 in 28 in 28 in 27 in 5 2 94 in 94 in 94 in 94 in 94 in 82 in 82 in 82 in 82 in 81 in 3 2 69 in 69 in 69 in 69 in 68 in 46 in 46 in 46 in 46 in 45 in 6 2 94 in 94 in 94 in 94 in 94 in 98 in 98 in 98 in 98 in 98 in 4 2 74 in 74 in 74 in 74 in 74 in 64 in 64 in 64 in 64 in 63 in 2x4 SPF Stud 5 3 117 in 117 in 117 in 117 in 115 in 82 in 82 in 82 in 82 in 81 in 5 2 74 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in 6 3 143 in 143 in 143 in 143 in 141 in 100 in 100 in 100 in 100 in 99 in 4 3 95 in 95 in 95 in 95 in 94 in 64 in 64 in 64 in 64 in 63 in 7 3 118 in 118 in 118 in ,18 in 116 in 5 3 116 in 116 in 116 in 116 in 116 in 62 in 82 in 82 in 82 in 81 in 8 3 136 in 136 in 136 in 136 in 134 in 2x4 SPF Slid 6 3 116 in 116 in 116 in 116 in 116 in 100 in 100 in 100 in 100 in 99 in 9 3 151 in 151 in 151 in 151 in 151 in 7 3 116 in 116 in 116 in .116 in 116 in 116 in 116 in 116 in 116 in 116 in 14 9 4 155 in 155 in 155 in 155 in 152 in 5 4 121 in 121 in 121 in 121 in 119 in 82 in 82 in 82 in 82 in 81 in 10 4 173 in 173 in 173 in 173 in 170 in 6 4 100 in 100 in 100 in 100 in 99 in 11 4 191 in 191 in 191 in 191 in 188 in - - 14 7 4 118 in 118 in 118 in 118 in 116 in 1 1 28 in 28 in 28 in 28 in 28 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in t7 in 17 in 17 in 8 4 136 in 136 in 136 in 136 in 134 in DATE PRODUCTION BY 2 1 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 51 in 51 in 51 in 51 in 50 in 9 4 155 in 155 in 155 in 155 in 152 in 3 1 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 67 in 67 in 67 in 67 in 67 in 10 4 157 in 157 in 157 in 157 in 157 in 2 2 81 in 81 in 81 in 81 in 80 in 59 in 59 in 59 in 59 in 59 in 51 in 51 in. 51 in 51 in 50 in 10 5 173 in 173 in 173 in 173 in 170 in 2x6 SPF Slid 3 2 143 in 143 in Win 143 in 143 in 119 in 119 in 119 in 119 in 117 in 125 in 125 in 125 in 125 in 123 in 1' 1 28 in 28 in 28 in 28 in 28 in 25 in 25 in 25 in 25 in 25 in 17 in 17 in 17 in 17 in 17 in 4 2 143 in 143 in 143 in 143 in 143 in 143 in 143 in 143 in 143 in 143 in 151 in 151 in 151 in 151 in 151 in 2 1 41 in 41 in 41 in 41 in 41 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 3 3 158 in 158 in 158 in 158 in 155 in 119 in 119 in 119 in 119 in 117 in 125 in 125 in 125 in 125 in 123 in 2 2 81 in 81 in 81 in 81 in 80 in 67 in 67 in 67 in 67 in 66 in 51 in 51 in 51 in 51 in 50 in BUILDER: KELLY INDUSTRIES 4 3 167 in 167 in 167 in 167 in 164 in 172 in 172 in 172 in 172 in 169 in 3 2 106 in 106 in 106 in 106 in 106 in 114 in 114 in 114 in 114 in 114 in 114 in 114 in 114 in 114 in 114 in JOB NAME: S I LVERA 5 3 215 in 215 in 215 in 215 in 212 in 219 in 219 N 219 in 219 in 216 N 2x6 SPF Stud 3 3 158 in 158 in 158 in 158 in 155 in 158 in 158 in 15B in 158 in 156 in 125 in 125 in 125 in 125 in 123 in ;- 4 3 179 in 179 in 179 in 179 in 179 in 172 in 172 in 172 in 172 in 169in MODEL: CAPE ANN (MOD.) — 9 3 179 in 179 in 179 in 179 in 179 in 179 in 179 in 179 in 179 in' 179 in 1 1 11 in 11 in 11 in 11 in 10 in 9 in 9 in 9 in 9 in g n 4 4 217 in 217 in 217 in 217 in 213 in 172 in 172 in 172 in 172 in 169 in SITE LOCATION: _ HYAN N I S, MA 2 1 34 in 34 N 34 in 34 in 33 N 27 in 27 in 27 in 27 in 27 in 5 4 219 in 219 in 219 in 219 in 216 in 3 1 35 in 35 in 35 in 35 in 35 in 39 in 39 in 39 in 39 in 39 in COUNTY: BARNSTABLE 3 2 65 in 65 in 65 in 65 in 64 in 45 in 45 in 45 in 45 in 45 in t 1 15 in 15 in 15 in 15 in 14 in 9 in 9 in 9 in 9 in gin 4 2 83 in 83 in 83 in 83 in 83 m 63 in 63 in 63 in 63 in 62 in 2 1 28 in 28 in 28 in 286 28 in 27 in 27 in 27 in 27 in 27 in ZIP CODE: 02601 5 2 83 in 83 in 83 in 83'in 83 in 81 in 81 in 81 in 81 in 80 in 2 2 38 in 38 in 38 in 38 in 37 in 27 in 27 in 27 in 27 in 27 in 6 2 83 in 83 in 83 in 83 in 83 in 87 in 87 in 87 in 87 in 87 in 3 2 65 in 65 in 65 in 65 in 65 in 45 in 45 in 45 in 45 in 45 in SEISMIC CATEGORY: B 4 3 91 in 91 in 91 in 91 in 89 in 63 in 63 in 63 in 63 in 62 in ac4 SPF Skid 3 3 69 in 69 in 69 in 69 in 68 in 45 in 45 N 45 in 45 in 45 in - - - 5 3 117 in 117 in 117 in 117 in 114 in 81 in 81 in 81 in 81 in 80 in 4 3 95 in 95 in 95 in 95 in . 93 in 63 in 63 in 63 in 63 in 62 in SNOW LOAD (Pg): 25 pSf 6 3 130 in 130 in 130 in 130 in 130 in 99 in 99 in 99 in 99 in 98 in 5 3 102 in 102 in 102 in 102 in 102 in 81 in 81 in 81 in 81 in 80 in 7 3 117 in 117 in 117 in 117 in 115in 6 3 102 in 102 in 102 in 102 in 102 in 99 in 99 in 99 in 99 in 98 in WIND SPEED (VFM): 90 mph 8 3 134 in 134 in 134 in 134 in 133 in 2x4 SPF Stud 7 3 102 in 102 in 102 in 102 in 102 in 102 in 102 in 102 in 102 in 102 in 16 9 3 134 in 134 in 134 in 134 in 134 in 5 4 122 in 122 in 122 in 122 in 118 in 81 N 81 in 81 in 81 in 80 in 9 4 153 in 153 in 153 in 153 in 151 in 10 4 171 in 171 in 171 in 171 in 168 in 6 4 1 m 99 in99 in99 in 98ii PENN 11 4 182 in 182 in 182 in 182 in 182 in - - - - - 7 4 135 in 135 in 135 in 135 in 133 in 1 1 28 in 28 in 28 in 28 in 27 in 25 in 25 in 25 in 25 in 24 in 17 in 17 in 17 in 17 in 16 in i 6 8 4 139 in 135 in 135 in 139 in 139 in (OLYON 2 1 50 in 50 in 50 in 50 in .50 in 58 in 58 in 58 in 58 in 58 in 50 in 50 in 50 in 50 in 49 in 9 4 153 in 153 in 153 in 153 in 151 in 3 1 50 in 50 in 50 in 50 in 50 in 58 in 58 in 58 in 58 in 58 in 58 in 58 in 58 in 58 in 58 in 9 5 171 in 171 in 171 in 171 in 168 in 10 5 171 N 171 in 171 in t71 in .168 in - - - - 2 2 81 in 81 in 81 in 81 in 79 in 66 in 66 in 66 in 66 in 65 in 50 in 50 in 50 N 50 in 49 in 1 1 28 in 28 in 28 in 28 in 27 in 25 in 25 in 25 in 25 in 24 in 17 n 7 in 17 n - F.D HOMES COi�t Vie!\i lON 2x6 SPF SWd 3 2 125 in 125 in 125 in 125 in 125 in 133 in 133 in 133 in 133 in 133 in 124 in 124 in 124 in 124 in 122 in 2 1 34 in 34 in 34 in 34 in 42 in 42 n 42 n 42 in 42 in 42 in 2 in 42 in 47. 4 2 125 in 125 in 125 in 125 in 125 in 133 in 133 in 133 in 133 in 133 in 133 in 133 in 133 in 133 in 133 in R P PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 2 2 81 in 81 in 81 in 81 in 79 in 66 in 66 in 66 in 66 in 65 n 50 in N 50 in 50 in 49 in 3 3 157 in 157 in 157 in 157 in 154 in 157 in 157 in 157 in 157 in 154 in 124 in 124 in 124 in 124 in 122 in (570)374-4004 1(800)788-4754 4 3 208 in 208 in 208 in 208 in 208 in 171 in 171 in 171 in 171 in 168 in 3 2 92 in 92 in 92 in 92 in 92 in 100 in 100 in 100 in 100 in 100 in 100 in in 100 in 1 2007 5 3 208 in 208 in 208 in 208 in 208 in 2x6 SPF Stud 34 3 ,50 in 150 in 150 in 150 in 150 in 157 in 157 in 157 in ,57 in 154 in 124 in 4 in 124 in L DRAtl4NG Nob:See individual catuulatons for specdc oonnecton requirement. 158 in 158 N 158 in 158 in 158 in 158 in in 158 in 158 in 158 in SHED DORMER S� 4 4 215 in 215 in 215 in 215 in 211 in 171 in 71 in 171 in 171 in 168 in Jf7 WIYNGR 5 4 216 in sin >11 i ITED TO w&L "es 6 4 F 14 T PORTION DRAWN BY: GATE SHEET: Not:See individual catuulafons for specific connecion requirement. GLENCO 09/18/07 ^ CHECKED BY: SCAIE:' j`(+ NITS 9/19/2007 10:22:09 AM PROJECT N0. SERIAL N0. 07-093 ----- SHED DORMER CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD) FOR LONGITUDINAL WALLS WITH 3"BEAM WIDTH FOR LONGITUDINAL WALLS WITH 3"BEAM WIDTH COLUMN SIZE NO.OF COLUMN SIZE NO.OF AND SPECIES MEMBERS CAPACITY 17 MODULE 14'MODULE 18 MODULE AND SPECIES MEMBERS CAPACITY 17 MODULE 14'MODULE 18 MODULE 1 1913 2ft-4in 19-9in 111-5in 1 1913 1A-4in Ofl-11in Oft-Bin 2 3825 E11-7in 511-7in 411-9in 2 3825 40-8in 3fl-11in 39-3in 2X4SPF No.2 3 5738 10ft-II in 9A-4in 81-2in WSPF No.2 3 5738 811-Oin 60-10in 5A-11in 4 7650 1511-31n 13fl-2in 110-6in 4 7550 NA-5in 9ft-9in Bft-Bin 5 9563 1911-6in 1611-11in 14ft-11in 5 9563 140-9in 12A-9in lift-2in 6 11475 2311-10in 20ft-9in 1811-3in 6 11475 1811-tin 159-8in 1311-9in 1 1913 211-4in lft-9in 111-5in- 1 1913 to-4in Oft-11in Off-Bin 2 3825 6ft-7in 511-7in 411-9in 2 3825 4ft-8in 3fl-11in 3ft-3in N6'SPF No.2 3 5738 10ft-+tin 9ft-4in BA-2in N6SPF No.2 3 5738 8fl-0in 6ft-10in 5ft-11in DATE 4 7650 15ft-3in 13A-2in 11A-6in 4 7650 11A-5in 9A-9in Bft-bn DESCRIPTION By 5 9563 19ft-6in 16ft-11in 14ft-11in 5 9563 14A-9in 12ft-9in 11ft-2in 6 11475 23fl=10in 20ft-9in 18A-3in 6 1 11475 18ft-1in 15A-8in 13ft-9in LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM SHED DORMER CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD) FOR TRANSVERSE WALLS WITH 3"BEAM WIDTH FOR TRANSVERSE WALLS NTH 3"BEAM WIDTH COLUMN SIZE NO.OF CAPACITY 17 MODULE IC MODULE 16'MODULE COLUMN SIZE NO.OF CAPACITY IT MODULE IC MODULE 16'MODULE ANDSPECIES MEMBERS AND SPECIES MEMBERS 1 0- N/A N/A N/A 1 0 NIA 'N/A NIA 2x4SPF No,2 2 . 4463 6ft-9in 5ft-9in 40-11in 2x4SPF No,2 2 3904 4fl-10in 411-Din 3ft-4in 3 4463 8fl-1in 611-10in 5fl-11in 3 4463 5ft-10in 411-10in 4ft-2in 1 0 NIA N/A N/A 1 0 N/A NIA N/A 2X6SPFNo.2 2 7013 13fl-9in 11ft-11in 10fl-5in 2x6SPF No.2 2 7013 tOfl-3in 8ft-1Oin 7ft-8in 3 7013 13fl-9in 11ft-Ilin 10ft•5in. 1 3 7013 1 10fl-3in 8ft-10in 711-8in TRANSVERSE REFERS TO A WAIL RUNNING PERPENDICULAR TO THE SPAN OF THE BEAM TRANSIERSE.REFFRS TO A WALL RUNNING PERPENDICULAR TO THE SPAN OF THE BEAM. SHED DORMER CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD) LONGITUDINAL WALL DATE PRODUCTION BY FOR LONGITUDINAL WALLS WITH 4.5"BEAM WIDTH FOR LONGITUDINAL WALLS WITH 4.5"BEAM WIDTH SIDE WALL COLUMN SIZE NO.OF COLUMN SIZE NO.OF COLUMN AND SPECIES MEMBERS CAPACITY 17 MODULE IC MODULE 16'MODULE AND SPECIES MEMBERS CAPACITY 17 MODULE 14'MODULE 16'MODULE 1 . 1952 2ft-5in 111-10in 111-5in 1 1952 1ft-51n 1ft-Oin oft-Bin BUILDER: KELLY INDUSTRIES.. ' 2 3904 6ft-9in 59-9in 130- tin 2 3904 40-10in 4A-Oin 3ft-4in BEAM JOB NAME: SILVERA 2x4SPF No.2 3 5856 11fl-2in 90-7in in 2x4SPF No.2 3 5856 8ft-3in 7ft-0in 6ft-.+in 4 7808 15ft•7in +3ft-5in Din 4 7808 11ft-8in +Oft-Oin BA-9in MODEL: CAPE ANN (MOD.) 5 9760 20ft-Din 17ft-4in 3in 5 9760 ,5A-+� 13A-Gin +,ft-5in LONGITUDINAL WALL 6 11713 240-4in 21fl-2in Bin 6 11713 18A-bin 16A-Oin 149-1in SITE LOCATION: HYANNIS, .MA 1 2869 4fl-5in. 3fl-Bin in 1 28M 39-Oin 20-5in 1A-11in COUNTY: BARNSTABLE 2 " 5738 109-11in 9ft-4in 811-2in 2 5738 80-0in 6ft-10in 5fl-11in 2X6SPF No.2 3 8606 17fl-4in 15ft-0in 130-2in 2%6SPF No.2 3 8606 13ft-1in 11A-3in 91-10in ZIP CODE: 02601 4 11475 23A-10in 201-9in 18fl-3in 4 11475 180-tin 158-8in 13ft-9in SEISMIC CATEGORY: B 5 14344 30ft-3in 26ft-5in 239-4in 5 14344 23fl-tin 20A-1in 1711-9in 6 17213 36ft-9in 32ft-1in 2811-5in 6 17213 1 280-1in 2411-6in 2111-8in SNOW LOAD (Pg): 25 psf LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM rRANsvFRSE wAu WIND SPEED (VFM): 90 mph SHED DORMER CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOWLOAD) SHED DORMER CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD) PENN FOR TRANSVERSE WALLS WITH 4.5"BEAM WIDTH FOR TRANSVERSE WALLS WITH 4.5"BEAM WIDTH SIDE WALL COLUMN SIZE NO.OF . COLUMN SIZE NO.OF COLUMN AND SPECIE (OLYON S MEMBERS CAPACITY 1Y MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS CAPACITY IT MODULE 14'MODULE 16'IIUIODULE _ _ _ _ _ 1 0 N/A N/A N/A 1 0 N/A NIA N/A BEAM APPROVED HOMES CORPORATION 2z4SPF No.2 2 0 NIA N/A N/A 2x4SPF No.2 2 0 NIA N/A N/A PFS CORP Po Box 27, AIRPORT RD, SELINSGROVE, PA 17870 3 5856 111.2in 9ft-7in 811-4in 3 5856 8ft-3in 7ft-Din 611-1in (570)374-4004 1(800)788-4754 1 0 NIA NIA NIA 1 1 0 7 NIA N/A N/A SEP 2 1 2007 DRAWING TraE: 2K6SPFNo.2 .2 0 NIA I NIA NIA Zx6SPF No.2 1 2 1 0 NIA NIA N/A JEAN VERSE WALL SHED DORMER SIDE WALL COLUMNS 3 10519 21ft•8in 18A-10in 16ft-7in 3 10519 16ft-5in 14ft-2in ifA-5in TRANSVERSE REFERS TO A WALL RUNNING PERPENDICULAR TO THE SPAN OF THE CAM TRANSVERSE REFERS TO A WALL RUNNING PERPENDICULAR TO THE SPAN OF THE BEAM APPROVAL LIMITED TO DRAw11 Br: ENCO DATE FACTORY BUILT PORTION GL 09/18/07 - CHECKED BY: SCALE: NTs 9/19/2007 10:22:31 AM PROJECT NO. SERIAL NO. 07-093 ----- SHED DORMER CAPE-ENDWALL SILLS AND TM STORY END WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR HEADERS(90 MPH WIND) LONGITUDINAL WALLS WITH 3"BEAM WIDTH 17 MODULE 14'MODULE 16,MODULE COLUMN SIZE NO. CAPACITY 17 MODULE 14'MODULE 16'MODULE ANDSPECIES MEMBERS 1-2x6No.2SPF 90-5in . 91-51n 91-5in 1 1913 129-6in 12fl-6in 12fl-6in 2-2x6No.2SPF 12ft=2in 12fl-2in 12f-2in 2 3825 27fl-0in 27fl-Oin 2711-0in 3-2x6N0.2SPF 13fl-11in 13t-11in 131-11in 2x6 STUD SPF 3 5738 41ft-6in 41fl-6in 4111-6in 4 7650 56fl-0in 56fl-0in 56fl-Oin 1-2x6No.3SPF 0ft-Ii 011 tin 7fl-1'ii 5 9563 70fl-6in 70fl-6in 70fl-6in 2-2x6No.3SPF 10@-tin t0A.1in 10t-tin 3-2x6No.3SPF 12ft-4in 121-4in 121-4in 1 1913 12fl-6in 12fl-6in, 1211-6in 1-2x6 STUD SPF 7ft-3in 7t-3in 7t-3in 2 3825 27fl-0in 2711-0in 2711-0in 2-2(6 STUD SPF 10ft-3in 10t-3in 104-3in 2(6SPFNo.2 3 5738 41fl-6in 41fl-6in 414-6in 3-2x6STUDSPF 120-7in 12t-7in 121-7in 4 7650 56fl-0in 56fl-0in 56fl-0in Notes: 5 9563 70 fl-6 in 70 fl-6 in 70 fl-6 in DATE DESCRIPTION BY 1.)See Individual calculations for additional notes and fastening. LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM 2.)Based on W-0"high walls. TWO STORY-ENDWALL SILLS AND HEADERS TWO STORY END WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR (120 MPH WIND) LONGITUDINAL WALLS WITH 3"BEAM WIDTH 17 MODULE 11,rMODULE IV MODULE COLUMN SIZE NO.OF CAPACITY 12'MODULE 1,r MODULE 18'MODULE ANDSPECIES MEMBERS 1-2x6No.2SPF 79-tin 711-1in 7 It-tin 1 1913 911-1in 911-1in 911-1in - - 2-2x6No.2SPF 101-Oin tot-Oin 1011-Din 2 3825 _ 20ft-2in 20111-2in 20111-2in 3-2x6No.2SPF 111-6in 11t-6in 111-6in 2x6 STUD SPF 3 5738 31ft-3in 31ft-3in 31ft-3in 1-2x6No.3SPF 5fl-4in 5t-4in 5t-4in' 4 7650 42fl-5in 42fl-5in 42fl-5in 2-2x6No.3SPF 711-7in 71-7in 7fl-7in 5 9563 53ft-6in 53ft-6in 53ft-6in 3-2x6N2 .3SPF 91-3in 9t-3in 92-3in 1 1913 91-.1in 91-1n 9ft-1in 1-2x6STUDSPF 5ft-Sin 54-5in 51-5in' 2 3825 20ft-2in 20ff-2in 2011-2in - 2-2x6 STUD SPF 7fl-8in 7t-8in 7t-8in 2(6SPFNo.2 3 5738 31ft-3in 31ft-3in 31fl-3in 3.2(6 STUD SPF 90-5in 91-5in 91-5in 4 7650 42fl-5in 420-5in 4211-5in 5 9563 5311=6in 5311-6in 5311-6in Notes: 1.)See individual calculations for addttlonal notes and fastening. LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM DATE PRODUCTION BY 2.)Based on 9'-0"high walls. BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph (OPENN . LYON PF5 OV E HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 SEP2.1 2007 DRAWING TITLE SHED DORMER END APPROVAL LIMITED TO WALL HEADERS & COLUMNS FACTORY BUILT PORTION DRAWN 1'. DATE SHEET: GLENCO 09/18/07. CHECKED BY: SCALE: NTS S2O /2 7 1 :22:4 9/19 00 0 2 AM PROJECT NO. SERIAL NO. ,. 093 ----= SHED DORMER CAPE SIDEWALL STUDS(30 PSF GROUND SNOW LOAD AND 90 MPH W ND) SHED DORMER CAPE SIDEWALL STUDS(60 PSF GROUND SNOW LOAD AND 90 MPH HIND) 07- STUDHEIGHT STUD HEIGHT. STUD HEIGHT STUD HEIGHT. STUD HEIGHT STUD HEIGHT _ W-0" 1(y-p" 9'-0" w4r. 1w-a, MODULE ROOF PITCH ROOF PITCH ROOF PITCH -MODULE .ROOF PITCH ROOF PITCH ROOF PITCH WIDTH COLUMN SIZE AND 3112 5112 7112 9112 12112 3/12 5112 7112 9112 12112 3112 5112 7112 9112 12112 WIDTH COLUMN SIZE AND SPECIES SPECIES 3112 5112 7/12 . 9112 12112 3112. 5112 7112 9112 12/12 3112 5112- 7112 9112 12142 (FEET) SPACING SPACING SPACING SPACING SPACINGSPACING SPACING SPACING SPACING SPACINGSPACING SPACING SPACING SPACING SPACIN FEET) SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACIN " 12 2x6 Stud Spruce Pine Fir. 24 in do 24 in do 24 in do 24 in olc 24 in do 24 in do 24 in do 24 in o/c 24 in o/c 24 in do 24 in do 24 in o/c 24 in do 24 in o/c 24 in do 12 2x6 SWd Spruce Pine Fu. 24 in do 24 in olc 24 in do 24 in do 24 in do 24 in do 24 Wok 24 in do 24 in do 24 in do 24 in do 24 in o/c 24 in do 24 in do 24 in do 2x4 Stud Spruce Pine Fir. 16 in do 16 in do 16 in olc 16 in do 16 in olc 12 in do 12 in do 12 in do 12 in olc 12 in olc 1 B in do 8 in do 8 in do 8 in olc 8 in do 2x4 Stud Spruce Pine Fir. 12 in do 12 in do 12 in do 12 in do 12 in olc 12 in olc 12 in do 12 in do 12 in do 12 n do 8 in do 8 in do 8 in do B in do 8 in do 14 2x6 Stud Spruce Pine Fir. 24 in do 24 in do 24 in olc 24 in olc 24 in do 24 in do 24 in olc 24 in do 24 in o/c 24 n do 24 n o/c 24 in o/c 24 in do 24 in olc 24 in do 14 2x6 SWd Spruce Pine Fir. 24 in olc 24 in do 24 in do 24 in do 24 in do 24 in olc 24 in olc 24 in olc 24 in do 24 n do 24 n do 24 n do 24 in do 24 in do 24 in olc 2x4 Stud Spruce Pine Fir. 16 in do 16 in do 16 in olc 16 in o/c .16 in do 12 in olc 12 in o/c 12 in do 12 in do 12 in o/c 8 in olc 8 in olc 8 in do 8 in do 8 in do 20 Stud Spruce Pine Fir. 12 in do 12 in o/c 12 in do 12 in do 12 in do B in olc Bin do 8 in do 8 in do 8 in do 8 in olctS in do 8 in do 8 in do 8 in do 16 2x6 SWd Sp uce Pine Fir. 24 in do 24 in do 24 in do 24 in do 24 in do 24 in o/c 24 in o/c 24 in olc 24 in do 24 n do 24 do 24 n do 24 in do 24 in o/c 24 in do 16 2x6 SWd Sp uce Pine Fir. 24 in do 24 in o/c 24 in do 24 in do 24 in o/c 24 in do 24 in o/c 24 in olc 24 in olc 24 n olc 16 n do6 n olc 16 in do 16 in do 16 in olc 2x4 Stud Spruce Pine Fir. 12 in do 12 in o/c 12 in do 12 in do 12 in do 12 in olc 12 in do 12 in do 12 in olc 12 n o/c 8 in olc 8 in do 8 in do B in do 8 in olc 2x4 Stud Spruce Pine Fir. 12 in do 12 in do 12 n8 in o/c Bin olc 8 in olc Bindo 8 n do8 in do 8 in do 8 in do B in do DATE DESCRIPTION SHED DORMER CAPE SIDEWALL STUDS(30 PSF GROUND SNOW LOAD AND 120 MPH WIND) SHED DORMER CAPE SIDEWALL STUDS(60 PSF GROUND SNOW LOAD AND 120 MPH WIND) STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT - STUD HEIGHT - -STUD HEIGHT 9'-0" W-0" 10'-0" 9'A" 9'-0" 10'-0" MODULE ROOF PITCH ROOF PITCH ROOF PITCH MODULE ROOF PITCH ROOF PITCH PROOF PITCH COLUMN SIZE AND - COLUMN SIZE AND WIDTH SPECIES 3112 5112 7112Vin 12112 3112 5112 7112 9112 12112 3112. 6112 7112 9112 12112 WIDTH SPECIES 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 3112 5/12 '7/12 9112 12112 - (FEET) SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING (FEET) SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACIN 12 2x6 Stud Spruce Pine Fir. 24 in do 24 in o/c 24 in olc 24 in do 24 in do 24 in do 24 in do 24 in o/c 24 n do 16 n olc 16 n do 16 in olc 16 in do 16 in do 12 2x6 Stud Spruce Pine Fir. 24 in do 24 in do 24 in do 24 in olc 24 in do 24 in do 24 in do 24 in do 24 in o/c 24 n o/c 16 n do 16 n do 16 in do 16 in do 16 in olc 2x4 Stud Spruce Pine Fir. 12 n do 12 in do 12 in do 12 n do B in do 8 in do 8 in do 8 in do B in do "Dc4 Stud Spruce Pine Fir. 12 in do 12 in do 12 in o/c 12 in do 12 in olc 8 n do B in do B in olc B in do 8 in do - - 14 2x6 SWd Spruce Pine Fir. 24 in do 24 in do 24 in do 24 in do 24 in do 24 in do 24 in do a81nolc8ino/c olc 16ndo 16nolc 16indo 16ino/c 16inolc 14 2x6 Stud Spruce Pine Fir. 16 in do 16 in o/c 16 in do 16 in olc 16 in do 16ndo 16indo 16 in do 16 in do 16 n do 16 n olc 16 n do 16 in do 16 in do 16 in o/c2x4 Stud Spruce Pine Fir. 12 in do 12 in do 12 in do 12 n do 8 n do 8 in olc B in do - - - 2x4 Stud Spruce Pine Fir. 8 in do 8 in do 8 n do 8 n do 8 in do 8 in olc 8 in do 8 in o/c 8 in do B in olc16 2x6 Stud Spruce Pine Fir. 16 in do 16 in o/c 16 in do 16 in do 16 n do 16 in o/c 16 in do 16 n o/c do 16 n do 16 n do 16 in do 16 in do 16 in do 16 2x6 Stud Spruce Pine Fir. 16 n do 16 in do 16 n do 16 in do 16 in do .16 in olc 16 in olc 16 in do 16 in do 16 n do 16 n olc 16 n do 16 in do 16 in do 16 in do d Spruce Pine Fir. 12 in do 12 n do 12 n do 12 in do 12 in o/c 8 in do 8 in do 8 in do do 2x4 SWd Spruce Pine Fir. 8 in do B in do 8 in do 8 in olc 8 in do 8 n do 8 in do 8 in do 8 in do 8 in olc - DATE PRODUCTION BY BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) . SITE LOCATION: HYANNIS, MA COUNTY BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph 0 PENN LYON APPROVED HOMES CORPORATION PFrJ CARP PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 SEP2 1 2007 DRAMNG ffrM SHED DOMU SIDE WALL SUDS APPROVAL LIMITED TO FACTORY BUILT PORTION "'GLENCO 09/18/07 D^TE 9ET:CHECKED BY: SCALE: NTS S2 9/19/2007 10:22:54 AM PROJECT NO. SERIAL NO. FACTORY SUPPLIED CONTINUOUS RIDGE 07-093 VENT INSTALLED ON—SITE BY OTHERS ----- FACTORY SUPPLIED CONTINUOUS RIDGE VENT INSTALLED ON—SITE BY OTHERS FASTEN 2X3 STRINGER TO 2X4 STRINGER WITH(3) 16d NAILS PER TRUSS SPACING 2X3 STRINGER MANUFACTURED HINGED WOOD TRUSSES TO BE SPACED (ON—SITE BY OTHERS) 2X4 STRINGER APPROPRIATELY FOR SNOW LOAD OF SITE LOCATION$ 2X BLOCK INSTALLED PER MANUFACTURER'S DESIGN DRAWINGS. 2X2 LEDGER 3(MIN) 12 12(MAX) TOE NAIL KNEE WALL BOTTOM 2X4 HINGED KNEE WALL 1X3 LATERAL BRACING PLATE TO BOTTOM CHORD WITH (1) 16d NAIL FROM EACH SIDE (oN—SITE BY OTHERS) DATE DESCRIPTION BY (8'-0•MIN, 15'-8•MAX) (8'-0*MIN, 15'-8•MAX) OPTIONAL DROP—IN RIDGE CAP DETAIL 18'-1•(MIN)/31'-5•(MAX) I. FOR 3/12 TO 5Z12 ROOF - - TYPICAL 2-BOX FLAT TRUSS FACTORY SUPPLIED CONTINUOUS RIDGE FACTORY SUPPLIED CONTINUOUS RIDGE VENT VEM INSTALLED ON—SITE BY OTHERS INSTALLED ON—SITE BY OTHERS FASTEN 2X3 STRINGER TO 2X4 STRINGER WITH(3) 16d NAILS PER TRUSS.SPACING 2X3 STRINGER (ON—SITE BY OTHERS) 2X4 STRINGER MANUFACTURED HINGED WOOD TRUSSES TO BE SPACED APPROPRIATELY FOR SNOW LOAD OF SITE LOCATION d: 2X2 LEDGER INSTALLED PER MANUFACTURER'S DESIGN DRAWINGS. 3(MIN) 12 12(MAX) 2X4 HINGED KNEE WALL 1X3 LATERAL BRACING TOE NAIL KNEE WALL BOTTOM PLATE TO BOTTOM CHORD WITH (1) 16d NAIL FROM EACH SIDE DATE PRODUCTION BY (ON—SITE BY OTHERS) (8'-0°MIN, 15'-8•MAX) (8'-0•MIN, 15'-8•MAX) BUILDER: KELLY INDUSTRIES TYPICAL TRUSS TOP FLIP JOB NAME: SILVERA 16-1°(MIN)/31-s•(MAX) MODEL: CAPE ANN (MOD.) ; TYPICAL 2—BOX CATHEDRAL TRUSS SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE FACTORY SUPPLIED CONTINUOUS RIDGE VENT FACTORY SUPPLIED CONTINUOUS RIDGE ZIP CODE: 02601 INSTALLED ON—SITE BY OTHERS VENT INSTALLED ON—SITE By OTHERS SEISMIC CATEGORY: B FASTEN COLLAR TIE TO RAFTER WITH 3-16d NAILS FASTEN 2X4 STRINGER TO 2X6 STRINGER 2X4 STRINGER (ts•oG RAFTERS)OR 5—I6e NAILS(24•oc RAFTERS) WITH(3) 16d NAILS PER RAFTER 2X6 STRINGER SNOW LOAD (Pg): 25 psf 3(MIN) 12 FAST F_ WITH ITH( 2X4 STRINGER R SPACING (ON—SITE BY OTHERS 2X6 STRINGER 12(MAX) 2X SPF 2 COLLAR TIE® EACH RAFTER (3) 16d NAILS PER RAFTER WIND SPEED (VFM): 90 mph TOE NAIL PLATES TO RAFTERS SPACING(ON—SITE BY OTHERS) WITH NAIL FROM EACH 2X2 LEDGER PENN " SIDEE(ON—SITE BY OTHERS) STORAGE FIELD APPLIED 4X8 DECKING (OLYON WITH 10d NAILS 0 3°OC� ------- 2x4 SPF62 KNEEWALL APPROVED ---------- - --=-----------------2X10/2X12 SPF#2 0 24.OC(MAX —SEE TABLE) 2X10/2X12 SPF#2 024.OC(MAX—SEE TABLE) PFS CORP HOMES CORPORATIONPO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 ��� 2007 (570)374-4004 1(800)788-4754 (8' 0•MIN, 15'-8•MAX) (8'-0°MIN, 15'-8•MAX) oROXNG TITLE: TYPICAL RAFTER TOP FLIP 'ADDITIONAL TRus�E� 3�EG.L LIMITED TO 2—BOX ROOF SYSTEMS 16--1•(MIN)/31'—V(MAX) A COPY o BUILT PORTIQN GLENco o9/ts/o7 TYPICAL 2—BOX RAFTER ATTACHED Wu GRAwN Dr: DATE: sHr1r: CHECKED BY: SCALE S Z Z NiS 9/19/2007 10:25:24 AM PROJECT NO. SERIAL NO. r, 07-W3 ----- 1,-6 , 2• RIDGE 2X6 SPF 12 OUTRIGGERS 16•/24'OC(TYP) 3 k2X6CIA BOARDSTUD GRADE GABLE INSTALL A GALVANIZED STRAP ONDATEWALL BELOWCABS EACH OVERHANG BLOCK,TO TIE DESCRIPTIONOVERHANG ONTO THE GABLE END WALL BLOCK 2X2 LEDGER FOR ABLE SOFFIT BLOCK TO ATTACH TO 1'-0'(MAX) 6 1/2' STANDARD GABLE OVERHANG OPTIONAL RETURN GABLE OVERHANG DATE PRODUCTION BY 4'-0'(MAX) 4'-0' CONTINUOUS RIDGE BEAU 12'-0•(MIN) RIDGE BEAM BUILDER: KELLY INDUSTRIES psi?A� CONTINUOUS FUP HEADER77 ,6• JOB NAME: SILVERA BEAM 12-0•(MIN) ?,• MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA 2X6 SPF 12 SIMPSON A23 12 oi1TRICGERs® CONNECTOR OR COUNTY: BARNSTABLE W124'OC(TYP) EQUAL TYPICAL 3(MIN) 12(MAX)EACH SIDE OF ZIP CODE: 02601 MPSON OUTRIGGER SINECTOR A OR EQUAL TTYPIPL SEISMIC CATEGORY: B EACDOUBLE TRUSS OUTMGGGER SIDE� SNOW LOAD (Pg): 25 psf OR RAFTER STUD GRADE GABLE WIND SPEED (VFm): 90 mph WALL BELOW PENN 1'-0'(MAX) (OLYON 5'-0• PFS CORP HOMES CORPORATION PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 PROW GABLE OVERHANG ELEVATION PROW RAFTER SECTION SEP 2 1 2007 (570)374-4004 1(800)788-4754 . DRAWING TARE: OPTIONAL PROW GABLE OVERHANG ONEia" DLTAU APPROVAL LIMITED TO FACTORY BUILT PORTION DRAWN"' DATE. SHEET: GLENCO 09/18/07 CHECKED HYF SCALE: S24 NTS 9/19/2007 10:25:44 AM PROJECT NO. SERIAL N0. 07-093 ----- DATE DESCRIPTION BY NOTE: DORMERS 6'-0"AND LARGER RECEIVE VARIES VARIES 2x6 SPF#2 RAFTERS AND COLLAR TIES. DOUBLE RAFTER 2X SPF#2 ® DORMER RIDGE GABLE END WALL INTERSECTION 6 1/2" 2X SPF #2 RAFTER IN FASTEN COLLAR TIE TO RAFTER w/ 12 3-16d NAILS (16'OC RAFTERS) OR l 3 (MIN) 5-16d NAILS (24° OC RAFTERS) 112 (MAX) 2X SPF 2 COLLAR TIE-, v 2x4 BRACING (o VARIES TOP PLATE 2X SPF 2 CEILING JOIST I I HEADER HEADER 2X SPF #2 WALL SHEATHING SIDE WALLS DORMER WALLS AND ROOF INSULATED ON-SITE BY I BOTTOM PLATE OTHERS PER RESCHECK ANALYSIS I FASTENED TO FRAMING WITH REQUIRED NUMBER OF RAFTERS (2) 3/8"X 4° w DATE PRODUCTION BY OR TRUSSES UNDER EACH SIDE LAG BOLTS PER OF DORMER WALLS: STUD SPACING $ N SITE INSTALLED EXT w VARIES FINISH OVER FACTORY 0`-0"TO 4'-0' DORMER = (2) N N APPLIED 7/16'OSB 4'-0 1/8°TO 6'-8° DORMER (3) I I (OR EQUAL) SHEATHING BUILDER: KELLY INDUSTRIES 6'-8 1/8"TO 9'-4° DORMER = (4) 1 s'—a 1/8"To 12'-0' DORMER = (5) 11______— JOB NAME: SILVERA 2x4 BRACING BOTTOM PLATE MODEL: CAPE ANN (MOD.) m SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE VARIES (3'-0° MIN, 12'-0° MAX) ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph OPTIONAL ROOF DORMER O 1 ENN LYON APPROVED PFS CORP HOMES CORPORATION PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 SEP 2007 (570)374-4004 1(800)788-a754 . DRAWING TRIE DOR APPROVAL LIMITED TO � FM FACTORY BUILT PORTION DRAWN er: DATE: sNEEr: GLENCO 09/18/07 S33 CHECKED 6Y: SCALE: NTS 9/19/2007 10:26:02 AM PROJECT NO. SERIAL'NO. 07-093 ----- 5/8"GYP. o CAPE AREA 2nd FLOOR ao VARIES DATE BY DESCRIPTION VARIES 3/4" OSB 3/4"OSS FLOOR JOIST HANDRAIL SUPPLIED _ NDRNL SUPPLIED FLOOR JOIST & INSTALLED ON-SE CEILING JOIST & INSTALLED ON-SITE [2X6 CEILING JOIST NE BY OTHERS 5/8"GYP. 5 8 GYP. BY OTHERS 5 8 GYP. � • g _0 1st FLOOR \ p m 1st FLOOR \ Al z 36" (MIN) DRAIL SUPPLIED 36" (MIN) DRAIL SUPPLIED 3 4" OSB & INSTALLED ON-SITE & INSTALLED ON-SITE BY OTHERS 3 4"OSB 3 4"OSB BY OTHERS Li 3 4"OSB a FLOOR JOIST FLOOR JOIST d FLOOR JOIST FLOOR JOIST DATE PRODUCTION BY W p C. p O BUILDER: KELLY INDUSTRIES n JOB NAME: SILVERA 00 MODEL: CAPE ANN MOD. n BASEMENT STAIRS I BASEMENT STAIRS BA6fEtil (MOD.) SUPPLIED& INSTALLED i ' SUPPLIED& INSTALLED SITE LOCATION: HYANNIS, MA ON-SITE BY OTHERS °D ON-SITE BY OTHERS °O COUNTY: BARNSTABLE ZIP CODE: 02601 36"(MIN) 36" (MIN) SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph TYPICAL STAIRS TYPICAL WEDGE MODULE STAIRS MAXIMUM RISER HEIGHT = 8 1/4" MAXIMUM RISER HEIGHT = 8 1/4" F+T�1 T,�� MINIMUM TREAD DEPTH = 9" MINIMUM TREAD DEPTH = 9" I)i L MAXIMUM NOSING = 1 1/4" MAXIMUM NOSING = 1 1/4" T vO�T NOTES: APPROVED L i 1�I 1) BASEMENT STAIR DETAILS SHOWN ARE TYPICAL FOR.STANDARD PLANS. PFS CORP HOMES G'OMRATION 2) STAIRS DESIGNED WITH 8 Y4"MAX RISE AND 9" MIN TREADS.(SUSSEX COUNTY, DE: 8'MAX RISE, 9" MIN TREAD, 1 PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 1" NOSING) OPTIONAL STAIR GEOMETRY OF 7%" MAX RISE AND 10" MIN TREADS MAY BE REQUIRED PER LOCAL SEP 2 1007 (570)374-4004 1(800)788-4754 AMENDMENTS. PLH WILL ADJUST ACCORDINGLY. ALL STAIR OPENINGS AND HEADERS ARE BASED ON A HEIGHT OF 7'-9 Y" FROM THE FINISHED BASEMENT FLOOR TO UNDERSIDE OF FIRST STORY FLOOR JOISTS. DRAWING TITLE 3) LOCATION, RISE, RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN VARIES.STAIR DETAILS FOR lYPICJIL STAIR DETAILS INDIVIDUAL PLANS WILL BE AVAILABLE UPON REQUEST. APPROVAL LIMITED TO 4) OTHERS ARE RESPONSIBLE TO SUPPLY AND INSTALL ALL BASEMENT STAIRS AND STAIR RAILINGS. FACTORY BUILT PORTION DRAWN BY: DATE: SHEET: GLENCO 09/18/07 S39 CHECKED BY: SCALE: NTS 9/19/2007 10:19:18 AM PROJECT N0. SERIAL NO. 07-093 ----- HINGE 1/2" PLYWD. OR OSB BAFFLE PLATE SEE INSULATION SCHEDULE / 1/2" X 2" PLYWO. OR 3" x 6" x 0.036" OSB STRIP TRUSS PLATE BY DRYWALL "GANG NAIL" CEILING VENTED 2-8d NAILS i DATE -0ESCRIPTION BY SOFFIT IN EACH TRUSS _—— FLOOR JOISTS -— SHEATHING�� AT 16/24"O.C. SOLID WOOD ` 3-16d NAILS STANDARD METHOD Q BRIDGING INSULATION WALL0 1 SEE FOLDING OVERHANG INSTALL TOP INSULATION 3-16 d TO NAILED DETAIL ON SHEET S42. NAIL E ALTERNATE METHOD AT EACH TRUSS TO THE TOP PLATE EXT/INT WALL INTERSECTION CONSTRUCTION SCHEMATIC ON SITE ROOF ERECTION DOUBLE INT. NON BEARING PARTITION 1X1 NAILER STANDARD Tv 16 d TOE NAILED 2h" �c JOISTS 16" O.C. l�el 1piETAL JOIST HANGERS Jr SECTION VIEW BOX DATE PRODUCTION BY METAL JOIST INT. NON BEARING Ft, 1X2 NAILER MFG. METAL W DOUBLE SPF #2 FRAMING PARTITION DOUBLE SPF #2 HANGERS METAL JOIST 80X HANGER END OF HOUSE FRAMING HANGERS > BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA SPLIT STAIR STANDARD STAIR MATING BEAM STANDARD STAIR 16 d TOE—NAILED STANDARD GABLE MODEL: CAPE ANN (MOD.) (CASE 1) (CASE 2) 24" O.C. PLAN VIEW SITE LOCATION: HYANNIS, MA STAIR FRAMING INTERIOR NON-BEARING NAIL—ON ELECTRIC BOX GABLE TRUSS OVERHANG COUNTY: BARNSTABLE WALL FASTENING RECEPT./ SWITCH MOUNT ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf . FIELD NOTES WIND SPEED (VFM): 90 mph 1) SEE ROLL—ON & CRANE ON INSTRUCTION TO SET HOME. 7) COMPLETE PEAK GABLE SOFFIT. 2) BOLT CENTER GIRDER & SECURE COLUMNS. 8) ADJUST EXT. DOORS AND SILLS FOR PROPER FIT. 3) SECURE HOUSE TO SILL & INSTALL LAST ROW OF SIDING. 9) COMPLETE ROOF SHINGLES AND CAP. PENN 4) COMPLETE END SIDING APPLICATION. 10) ADJUST ALL DOORS FOR PROPER FIT. 5) SECURE HINGED OVERHANG (SEE CROSS SECTION) 11) COMPLETE INTERIOR MOULDING. (OLYON 6) STRAP ROOF 12) COMPLETE PLUMBING, ELECT., HEATING & RETEST ALL SYSTEMS. APPROVED PFS CORP PO CORPORATION PO BOX 27, NRPORT RD, SEUNSGROVE, PA 17870 (570)374-4004 1(800)788-4754 SEP2 1 2007 DRAWING,FRL FIELD SHEET APPROVAL LIMITED TO . FACTORY BUILT PORTION DRAWN BY: ': SHE. GLENCO 09/18/07 CHECKED I SCALE: S40 NTS 9/19/2007 10:16:25 AM PROJECT NO. SERIAL NO. 07-093 ----- FASTENING SCHEDULE BUILDING ELEMENT TYPE OF FASTENING QUANTITY AND LOCATION BUILDING ELEMENT TYPE OF FASTENING QUANTITY AND LOCATION FLOOR EXTERIOR AND INTERIOR WALLS: (RESIDENTIAL ONLY) NAIL 3 1 4 X .131" 4" O.C.. SOLE PLATE TO STUDS NAIL 3 1 4 X .131 2 DIRECT LEDGER STRIP TO INNER / " / " BAND JOIST JOIST TO INNER BAND JOIST NAIL 3 1/4" X .131" 3 DIRECT ( EACH JOIST) TOP PLATE TO STUDS NAIL 3 1/4" X .131 2 DIRECT DESCRIPTION � GLUE EXCEEDS AFG-01 90% ON STUDS AND PLATES DATE DRYWALL TO CEILING FASTENING MJB DOUBLE PERIMETER BANDS NAIL 3 1/4" X .131" 12" O.C. STAGGERED DIRECT 5/32 OR 1/4" PANELING 3/16" X 1 19 GA STAPLE 4" O.C. DIRECT, EDGES 6" O.C. osDATE TO FRAMING DIRECT FIELD 1 1/2" 11 GA RING SHANK 4" O.C. DIRECT, EDGES 1/2" DRYWALL TO FRAMING NAILS W/ 7/16" HEADS 7" O.C., FIELD DOUBLE JOIST ( HEADER ) NAIL 3 1/4" X .131" 3 DIRECT ( EACH JOIST ) 1 1/4" SCREWS 6 GA. SCREWS 12" O.C., FIELD 12' O.C. EDGE 19/32" & 23/32" O.S.B. GLUE EXCEEDS AFG-01 90% ON ALL JOISTS FOAMSEAL 1/2" BEAD SUBFLOOR UNDERLAYMENT 7/16" X 2" 16 GA STAPLE 2 1/2'O.C..EDGES AND 7/16 FIBERBOARD 1" W/ 1 1/4" CROWN 3" O.C. DIRECT, EDGES TO FLOOR JOISTS 7d RING SHANK 6" O.C. EDGES AND 12"O.C. TO EXT. WALL GALV. STAPLES FIELD THERMOPLY'SHEATHING 1" W/ 1 1/4" CROWN 6" O.C. DIRECT, EDGES GALV. STAPLES 12" OL FIELD CEILING/ ROOF PLYWOOD OR.7/16" OSB 7/16" X 1 1/2" 16 GA STAPLE 6" O.C. DIRECT, EDGES OC FIELD, 5/16" OR 1/2" DRYWALL TO FOAMSEAL 1" BEAD SHEATHING " CEILING JOISTS/ TRUSSES HEADERS NAIL 3 1/4" X .131 16" O.C. STAGGERED 2 DIRECT- FOAMSEAL 1" BEAD END MEMBER 5/8" DRYWALL TO CEILING INSULATION'TO STUDS 1/2" X 5/16" 20 GA STAPLE 2 AT TOP OF BATT JOISTS/ TRUSSES 1 1/4" SCREWS MIN, 7 GA. 12" O.C. FACTORY EDGE AND 8" O.C. EDGES DATE PRODUCTION BY "RESIDENTIAL".WINDOW 3 1/8" FINISH NAIL 16" O.C. DIRECT 3/8" PLY. & 7/16" OSB 7/16'x 1 1/2" 16 GA GALv. STAPLE 3" O.C. EDGE 8" O.C. FIELD TO EXT. WALL ALUM. OR VINYL HORIZ. SIDING 1 7/8" ALUM. COIL NAIL .16" O.C. DIRECT FELT TO SHEATHING 1/2" x 5/16"20 GA GALV. STAPLE 24" O.C. DIRECT " X 1" 16GA. GALV. .019 ALUM.OR .010 STAPLE 7/16" X 1" 8" O.C. DIRECT VERT.EDGE BUILDER: KELLY INDUSTRIES SHINGLES TO SHEATHING 1" X 1 1/4" 16 GA STAPLE 6— EACH SHINGLE STEEL VERT. SIDING SCREW #8 X 1" 24" O.C. DIRECT EA. STUD JOB NAME: SILVERA EXT. WALL TO FLOOR NAIL 3 1/4" X .131 12" O.C. DIRECT MODEL: CAPE ANN (MOD.) 1 1/4" X .120 DIA NAIL 6— EACH SHINGLE NON-BEARING INT. SITE LOCATION: HYANNIS, MA NAIL 3 1 4" X .131 16" O.C. DIRECT W .385 DIA-HEAD / DRIP EDGE TO SHEATHING 7/16" X 1 1/2" 16" O.C. DIRECT WALL TO FLOOR COUNTY: BARNSTABLE 16 GA GALV. STAPLE EXT. WALL TO EXT. WALL NAIL 3 1/4" X .131 10" O.C. DIRECT ZIP CODE: 02601 TRUSSES TO EXT. WALL NAIL 3 1/4" X .131 3 TOE—NAIL SEISMIC CATEGORY: B INT. WALL TO EXT. WALL NAIL 3 1/4" X .131 10" O.C. DIRECT SNOW LOAD (Pg): 25 psf . CEILING BAND JOIST NAIL 3 1/4" X .131 TOE—NAILED 16 O.C. TO PERIMETER WALLS INT. WALL TO INT. WALL NAIL 3 1/4" X..131 24" O.C. DIRECT WIND SPEED (VFM): 90 mph 30 GA GALVANIZED METAL ROOF 7/16" X 1"-19 GA GALV.STAPLE 8" O.C. (, NONBEARING ONLY TO PERIMETER BAND SINGLE TOP PLATE. 3" X 6" X 0.036 PLATE 3— 8d NAILS EACH SIDE PENN METAL "J" RAIL TO PERIMETER BAND #8 X 1" HEX HEAD GALV.SCREW 8" O.C. EACH JOINT SINGLE TOP PLATE AND 2 X 14" WOOD BLOCK 5— 7/16" X 3" X 14GA OR 10d J LYON CEILING JOIST TO PERIMETER BAND 3=0.131" DIA. X 3 1/4" ALL BOTTOM PLATES NAILS EA.SD.OF SPLICE NAILS JOIST END APPROVED HOMES CORPORATION 1 POWER DRIVEN FASTENERS SHOWN IN THIS SCHEDULE PROVIDE EQUIVALENT STRUCTURAL PROP T"��S �0�� (57 PO. )37BOX -4 AIRPORT RD; SELINSG1(80 PA 17870 ) (570)374-4004 1(800)788-4754 FASTENERS SPECIFIED IN THE IRC FASTENING SCHEDULES. ANY CONNECTIONS NOT SPECIFIC LLY' SEP 2 2007 MENTIONED IN THIS SCHEDULE SHALL COMPLY WITH IRC FASTENING OR SHOW COMPLIANCE WITH DRAW,-TRH: ACCEPTABLE NDS OR IRC DESIGN CRITERIA. SUCH FASTENING SHALL. BE SPECIFIED ON THE PPROPRIATE FAMNG SCHEDULE SECTIONS AND / OR DETAILS WITH SUPPORTING CALCULATIONS PROVIDED IN THE CALCULATI NVAL LIMITED TO oRawH BY: DATE: : A Y BUILT PORTION GLENCO 09/18/07 S41 CHECKED BY: SCAIE NTS 9/19/2007 10:16:34 AM F PROJECT N . SERIAL NO. 07-093 ----- DATE DESCRIPTION BY SIMPSON H8 w/ (10) 6X6X26GAGALV PLATE (HINGING MECHANISM) 10d x 1 V NAILS 0 80d THREADED HARDENED 0 0 USS SOP G�O� HING EACH TR STEEL NAIL / SPSHALL OSS SOP GNOR (3) THROUGH 10d NAILS INiO TRUSS OPCHORDH®TEAL OSS SOP G�O� TRUSS BOTTOM CHORD BE PRE—DRILLED TRUSS (BY OTHERS) TRUSS BOTTOM CHORD ROOF SHEATHING TRUSS BOTTOM CHORD 2X6 SUB—FASCIA 5/8" THK X 2"WIDE PLYWOOD 2X6 SUB—FASCIA 5/8"THK X 2'WIDE PLYWOOD 5/8"THK X 2'WIDE PLYWOOD (OR EQUAL) COMPRESSION STRIP (OR EQUAL) COMPRESSION STRIP (OR EQUAL) COMPRESSION STRIP TOE—NAIL (1) 16d NAIL FROM 2X OVERHANG BLOCK EACH SIDE OF OVERHANG BLOCK INTO STUD OR TOP PLATE (IN FIELD BY OTHERS) TRUSS CONNECTION DETAIL — FIXED OVERHANGS ALTERNATE TRUSS FASTENING FOLDING OVERHANG DETAIL CLEAR SPAN TRUSSES ONLY DATE PRODUCTION BY 5 8d NAILS THROUGH O R-30 FG INSULATION 0 CANTILEVER AREAS. O GP`O� INSULATION SHALL EXTEND 2' eeroND BUILDER: KELLY INDUSTRIES GUSSET INTO TOP CHORD — EAC SOP INTERIOR FACE OF LOWER FLOOR EXTERIOR WALL GUSSET& SIDE (BY OTHERS) 1/2" DIA BOLT WITH NUTS R-30 FG INSULATION ® CANTILEVER AREAS. JOB NAME: SILVERA ' INSULATION SHALL EXTEND 2' BEYOND AND WASHERS (TIGHTENED IN INTERIOR FACE OF LOWER FLOOR EXTERIOR WALL. MODEL; CAPE ANN (MOD.) FIELD BY OTHERS) cEIUNc Jolsr SITE LOCATION: HYANNIS, MA 1/2'COX PLYWOOD GUSSET EA SIDE 2'-0' COUNTY: BARNSTABLE 2'-0' (MAX) SIMPSON H2.5 w/ (10) 8d NAILS(MAXIMUM) 0 EACH JOIST (BY OTHERS) ZIP CODE' 02601 GUSSET FASTENED TO CEILING JOIST SIMPSON H2.5 w (10 INSULATE INSULATE CEILING PERIMETER WITH SEISMIC CATEGORY: B WITH (10) 8d NAILS PER GUSSET 8d NAILS EAC R-19 FIBERGLASS TO FULL DEPTH: JOIST (BY OTHERS) INSULATION SHALL EXTEND 24" SNOW LOAD (Pg): 25 psf BEYOND THE INTERIOR GUSSET CONNECTION DETAIL FLOOR CANTILEVER DETAIL FACE of THE EXTERIOR WALL. WIND SPEED (VFM): 90 mph FLOOR CANTILEVER DETAIL PENN' OLYON APPROVED H OWSPO BOX 27, �COMRATORT RD, RIONPa 17870 PFFS CORP (570)374-4004 1(800)788-4754 SEP2 1 2007 DRAWING TME MISCELLANEOUS FASTENING APPROVAL LIMITED TO DRAWN BY:cLENco DATE:BY: os/16/oJ'H � ��� FACTORY BUILT PORTION CHECKED SCAIE: NTs 9/19/2007 10:16:44 AM PROJECT N0. SERIAL N0: . 07-093 ----- UPLIFT CONNECTIONS FOR SIDEWALLS (TRUSS - 120 MPH WIND) ' ROOF SYSTEM AND WALL STUDS BOTH AT 16" O.C. OR BOTH AT 24"-O.C. DATE ', DESCRIPTION BY TRUSSES @ 24" O.C. TRUSSES @ 16 O.C. 6' MIS 6p MIN STUDS @ STUDS SIMPSON CS22 24" O.C. SIMPSON CS22 16" O.C. OR USP RS300 OR USP RS300' DATE PRODUCTION BY. w/(10)10d (0.148"0) NAILS ' - w/(10)1Od (0.148"0) NAILS (5) EACH END. (5) EACH END 24" O.C. MAX @ 24" O.C. MAX BUILDER: KELLY INDUSTRIES JOB NAME SILVERA MODEL: CAPE ANN (MOD.) .SIMPSON CS22 SIMPSON CS22 SITE LOCATION: HYANNIS, MA OR SIMPSON LSTA12 0 OR SIMPSON LSTA12 OR COUNTY: BARNSTABL'E OR USP RS300 ' ��QQR OR USP RS300 F(0 ZIP CODE: 02601 OR.USP LSTA12 OR USP LSTA12 w/(10)1Od (0.148"0) NAILS w/('10)1Od (0.148"0) NAILS SEISMIC CATEGORY: . B (5) EACH END (5) EACH END SNOW LOAD (Pg): 25 psf 0 24" O.C. MAX @ 24" O.C. MAX WIND SPEED (VfM): 90'mph PENN APPROVED (OLYON PFS CORP HOMES CORPORATION SEP 1 20�/7 PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 NO E: AN pWP��1 I]RI VTQf0 owvnNc TmE MAL I T N 1� kWH WIND CONNECTIONS THE CONNECTORS SHOWN. DRAWN V:GLENCo °AT' 09/18/07 SHEU: 1 . CHECKm : 1 6Ur. SCAL NTS 9/19/2007 10:26:46 AM PROJECT N0. SERIAL.NO. 07-093 ----- UPLIFT CONNECTIONS. FOR SIDEWALLS ALLOWABLE UPLIFT FOR SIDEWALL CONNECTIONS 16d SIMPSON LTP4 w/ SIMPSON MAS w/ SIMPSON MASB w/ FASTENER SPACING (0.135°x 3 1/2°) (12)8d x 1 1/2'NAILS (6)10d x 1 1/2"NAILS. (8)10d x 1 1/2'NAILS TOE-NAIL OR USP MP4F w/ OR USP FA3 w/ (12)8d x 1 1/2'NAILS (6)1Od x 1 1/2'NAILS DATE DESCRIPTION BY 3 in o.c. 92 plf 4 in o.c. 69 pB - 6 in o.c. 46 plf 1190 plf 1986 plf 224 pff 8 in o.c. 35 pU 893 plf 1490 plf 168 plf 12 in o.c. 595 plf 993 plf. 112 plf 16 in o.c. 446 plf 745 p8 84 plf 24 in o.c. 298 plf 497 ptf 56 plf 32 in o.c. 223 plf 372 p0 42 pH 48 in o.c. 149 pff 248 pff 28 pff NOTE: 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE, FOR WIND LOADING 2. NAILS: 8d=0.131"0, 10d=0.148"O 3. ANY CONNECTOR USED TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY SHALL MEET THE FOLLOWING: DESIGN UPLIFT DESIGN SHEAR ALLOWABLE UPLIFT + ALLOWABLE SHEAR 1.0 t - DATE PRODUCTION BY SEE TABLE FOR TYPE AND SPACING OF FASTENER (SIMPSON LTP4 SHOWN) ON-SITE BY OTHERS BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SEE ALTERNATE FASTENER DETAILS SITE LOCATION: HYANNIS, MA FOR CONNECTION TO FOUNDATION COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf ' WIND SPEED (VFM): 90 mph SIMPSON MAS SIMPSON MASB Flo AND Gs OR USP FA3 DR A BAND 0 PPROVED PENN PFs CORP = LY4N INSTALLATION IN CONCRETE INSTALLATION IN CONCRETE BLOCK END l�Al �pE SEP Z 1 2007 . HOMES CORPORATION. ALTERNATE FASTENER DETAILS 5 Box 27, AIRPORT RD, SEUNSGR(80 PA 17870 N APPROVAL TO (87o)a7a-aoo4 1(800)7ss-a7e4 A T ft"CSrl'Ftf�=ttJN DRAIMNG TDB: FOR CONNECTION TO FOUNDATION MAY BE SUBSTITUTED FOR ANY OF SILL PLATE 120 MPH WIND CONNECTIONS THE,CONNECTORS SHOWN. DRpwN"GLENCO DATE: 09/18/07 SHE L ^ - - CHECKED BY: SCALE: 1 - NTS 9/19/2007 10:27:01 AM PROJECT N0. SERIAL N0. 07-093 ----- UPLIFT CONNECTIONS FOR MARRIAGE WALLS (TRUSS - 120 MPH WIND) MARRIAGE WALL STUDS AT 16" O.C. DATE DESCRIPTION BY SIMPSON CS22 :BA�� OR SIMPSON LSTA12 �E�UN a OR USP RS300 OR USP LSTA12 STUDS Q w/(10)10d (0.148"0) NAILS 16" O.C. (5) EACH END 16" O.C. MAX DATE PRODUCTION BY BUILDER: KELLY INDUSTRIES SIMPSON CS22 JOB NAME: SILVERA OR SIMPSON LSTA12 A�10 MODEL: CAPE ANN (MOD.) OR USP RS300 B OR USP LSTA12 OAR SITE LOCATION: HYANNIS, MA w/(10)10d (0.148"0) NAILS COUNTY: BARNSTABLE (5) EACH END ZIP CODE: 02601 ® 16" O.C. MAX SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph APPROVED PENN . PFS CORP O sEP 2 2007 LYON NOTE: HOMES CORPORATION D TO (5 BOX 27, AIRPORT RD, SELINSG1(80 PA 17870 AN EQUML . ffil (570)374-4004 1(800)788-4754 MAY BE RTION DRAWING TDL: THE CONNECTORS SHOWN. 120 MPH WIND. CONNEC MNS . - - DRAWN BY: DATE SHEET: GLENCO 09/18/07 �3 . - CHECKED BY: SCALE: NTS 9/19/2007 10:27:15 AM PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR OPENINGS IN SIDEWALLS 07-093 ----- AND MARRIAGE WALLS ( 120 MPH WIN SIMPSON CS22 DATE DESCRIPTION BY OR SIMPSON LSTA12 OR USP RS300 OR USP LSTA12 w/(10)10d (0.148"0) NAILS B�JO (5) EACH END I ® 24" O.C. MAX OEll-IN UPLIFT CONNECTIONS FOR OPENINGS IN DER NE�DER SIDEWALLS AND MARRIAGE WALLS(120 MPH WIND) MAX NO.OF STRAPS OPENING AT EACH END CONNECTION OF OPENING SIMPSON CS22(22 GA)Wr(10)10d NAILS 2 ft-0 in 1 OR SIMPSON LSTA12(20 GA)Wr(10)10d NAILS SEE TABLE FOR TYPE SEE TABLE FOR TYPE OR LISP RS300(22 GA)W/(10)10d NAILS OF STRAP AND QUANTITY OF STRAP AND QUANTITY OR LISP LSTA12 20 GA Wr 10 10d NAILS SIMPSON CS22(22 GA)Wr(10)10d NAILS NUMBER OF JACK NUMBER OF JACK 2 OR SIMPSON LSTA12(20 GA)W(10)10d NAILS DATE PRODUCTION BY 7 ft-0 in OR USP RS300(22 GA)W/(10)10d NAILS STUDS TO BE NO LESS STUDS TO BE NO LESS OR LISP LSTA12 20 GA W/ 10 10d NAILS THAN THE NUMBER OF THAN THE NUMBER OF 1 SIMPSON CS18(18 GA)Wr(18)10d NAILS STRAPS REQUIRED STRAPS REQUIRED OR SIMPSON LSTA18 20 GA W 14 10d NAILS BUILDER: KELLY INDUSTRIES SIMPSON CS22 SIMPSON CS22(22 GA)W(10)10d NAILS JOB NAME: SILVERA OR SIMPSON LSTA12 11 ft-0 in 3 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS OR USP RS300 OR USP RS300(22 GA)W/(10)10d NAILS MODEL: CAPE ANN (MOD.) OR USP LSTA12 OR USP LSTA12 20 GA W/ 10 10d NAILS SIMPSON CS22(22 GA)W/(10)10d NAILS SITE LOCATION: HYANNIS, MA w/(10)10d (0.148"�) NAILS OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS COUNTY: BARNSTABLE (5) EACH END 4 ® 24" O.C. MAX 15 ft-0 in OR USP RS300(22 GA)W/(10)10d NAILS ZIP CODE: 02601 OR.USP LSTA12 20 GA W/ 10 10d NAILS 6{1ND BAND 2 SIMPSON CS18(18 GA)W/(18)10d NAILS SEISMIC CATEGORY: B ELoo I-pOR OR SIMPSON LSTA18 20 GA W/ 1a 1Od NAILS SNOW LOAD (Pg): 25 psf SIMPSON CS22(22 GA)Wr(10)10d NAILS 19 ft-0 in 5 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS WIND SPEED (VFM): 90 mph OR USP RS300(22 GA)W/(10)10d NAILS SIDEWALL OR USP LSTA12 20 GA W/ 10 10d NAILS MARRIAGE WALL SIMPSON CS22(22 GA)W/(10)10d NAILS 1 D ENN 8 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS 23 ft-0 in OR USP RS300(22 GA)W/(10)10d NAILS (OLYON OR USP LSTA12 20 GA W/ 10 10d NAILS 3 SIMPSON CS18(18 GA)W/(18)10d NAILS HOMES CORPORATION yylP�nni i cTeyg NAILS PO 80X 27,AIRPORT RD, SEUNSGROVE, PA 17870 NOTE: 34 ft-O in a SIMPS 8)10d NAIL (570)374-4004 1(800)788-4754 AN EQUAL OR BETTER CONNECTOR OR SIMP o " A W 1a 10 NAILS OWING ME: SIMPSON CS18 18 A § )10d NAIL 120 MPH WIND OONNECIIONS MAY BE SUBSTITUTED FOR ANY OF 43ft-0in 5 ORSIM' o L AU8Q1 W/ 14 10 NAILS THE CONNECTORS SHOWN. GNawN er: DATE:. NOTE: LENco s� 09/18/07 SHEER1. NAILS: 10d=0.148"O �Er.�m� APPROVAL LIMITED TO W4 FACTORY BUILT PORTION NTs 9/19/2007 10:27:31 AM a� SIMPSON CS22 PROJECT NO. SERIAL NO.--- OR USP RS300 07-093 - - w/(10)10d (0.148"0) NAILS (5) EACH END 12 3 (MIN) 12 (MAX) DATE DESCRIPTION CONNECTION PROVIDED AS PER TRUSS Ln MANUFACTURER'S SPECIFICATIONS TYPICAL TRUSS SIMPSON CS22 ALLOWABLE UPLIFT FOR RAFTER KNEEWALL CONNECTIONS OR SIMPSON LSTA24 OR USP RS300 SIMPSONH2.5A SIMPSONMTS12 SIMPSON CS22 . OR USP LSTA24 RAFTER SPACING wl(10)8dz1112'NAILS w/(14)10dz11CYNAILS OR SIMPSON LSTA12 w/(10)10d (0.148"0) NAILS OR USPRT7A OR USP MTWI2_ OR USP RS300 (5) EACH END SIMPSON CS22 wl 10 8dz l Q'NAILS wl 14 10dx 111P NAILS OR USP LSTA12 OR SIMPSON LSTA12 OR USP RS300 w/(10)l Od (0.148"0) NAILS 16°O.C. 360 pff 645 pff OR USP LSTA12 24'0.C. 240 plf 430 PR .(5) EACH END w/(10)10d (0.148"0) NAILS NOTE: SIMPSON CS22 (5) EACH END 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE 3 (MIN) 12 OR SIMP80N LSTA12 FOR WIND LOADING 12 (MAX) r— OR USP RS300 2. NAILS: 8d=0.131"0, 10d=0.148"� DATE PRODUCTION BY OR USP LSTA12 EE TABLE FOR w/(10)10d (0.148"0) NAILS (5) EACH END SEE TABLE FO ECTIO CONNECTION BUILDER: KELLY INDUSTRIES . JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) ALLOWABLE UPLIFT FOR PORCH TRUSS TO WALL CONNECTIONS SITE _LOCATION: HYANNIS, MA TYPICAL RAFTER 16d SIMPSON LUS24 SIMPSON LUS26 COUNTY: BARNSTABLE (0.135'z311P') wl(6)10dNAILS w/(8)1WNAILS ZIP CODE: 02601 TRUSS.SPACING SIMPSON CS22 TOE-NAIL OR USPJUS24 OR USPJUS26 SEISMIC CATEGORY: B • OR SIMPSON LSTA12 6 8 10 w1610dNAILS w1810dNAILS SNOW LOAD (Pg): 25 psf OR USP RS300 16'O.C. 324pl OPI 540plf 349plf 701 plf OR USP LSTA12 24°O.C. 216 If 288 If 360 If 233 If ff WIND SPEED (VFM): 90 mph /(10)10d (0.148"0) NAILS w I)LYON PENN (5) EACH END ALLOWABLE UPLIFT FOR PORCH TRUSS TO HEADER CONNECTIONS 16d SIMPSON H2.5A SIMPSON MTS12 TRUSS SPACING (0.135'z 31C1') w/(l0)8d z l l0 NAILS wl(14)10d z 112°NAILS TOE-NAIL OR USP RT7A OR USP MTW12 HOMES CORPORATION ;; NOTE: 4 6 8 wl 10 8dz 1112'NAILS wl 14 10dz 1112°NAILS PO Box 27, AIRPORT RD, SELINSGROVE, PA 17870 AN EQUAL OR BETTER CONNECTOR 16°OC 69pff 104pN 138pff QpI( rp� (570)374-4004 1(8W)788-4754 SEE TABLE FOR SEE TABLE. FOR MAY BE SUBSTITUTED FOR ANY OF THE CONNECTORS SHOWN. 24°O.C._ 46 ff 69 ff 92 If 240 If 430 If °�V"'G""f CONNECTION CONNECTION NOTE: 120 IONS MPH WIND CONNECT TYPICAL PORCHES 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DUR rinN IN[.BFA� EQ wlw I(lA &G DRAWN" DAh : APPROVED cLENco Os/18/07 2. NAILS: 8d=0.131"0, 10d=0.148"0 PF CORP CHECKED�: SCALE W5 NrS SEP 2 1 2007 9/19/2007 10:29:57 AM APPROVAL LIMITED TO FACTORY BUILT PORTION PROJECT NO. SERIAL NO. 07-093 ----- UPLIFT CONNECTIONS FOR FLOOR GIRDERS ALLOWABLE UPLIFT FOR FLOOR GIRDER CONNECTIONS OR gAgO FLo "d. SIMPSON HTSM20 USP RFUS ��� OR CIRD w►(4)112"x 2114"TITEN MASONARY SCREWS wl(4)314"x 6"WEDGE BOLTS IN FOUNDATION ° FLOOR GIRDER IN FOUNDATION WALL AND(10)10d NAILS WALL AND(12)WS3 WOOD SCREWS ER LENGTH IN FLOOR GIRDER PER CONNECTOR IN FLOOR GIRDER PER CONNECTOR ° SINGLE CONNECTION BACK-TO-BACK SINGLE CONNECTION BACK-TO-BACK 4. .. a DATE DESCRIPTION BY APPLICATION APPLICATION APPLICATION APPLICATION 30 ft 68 plf 136 plf 341 pH 36 It 57 plf 113 plf 284 pff <° 42 It49 plf 97 plf 243 plf a `a 48 ft 43 plf 85 plf 213 pH SIMPSON.HTSM20 54 n 38 plf 76 plf 189 plf ON—SITE BY OTHERS son 34 pff 68 pff 170 nff NOTE: 1: ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING 2. NAILS: 10d=0.148"0 OOR gA Flop q FL R ��R 9 4.. DATE PRODUCTION BY • < .. ° BUILDER: KELLY INDUSTRIES p. 4.0 • SIMPSON HTSM20 JOB NAME: SILVERA p (BACK—TO—BACK) MODEL: CAPE ANN (MOD.) ON—SITE BY OTHERS SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B. SNOW LOAD (Pg): 25 psf �O WIND SPEED (Wm): 90 mph FLOOR gA � Floo •° - O R p PENN ER I)LYON q: HOMES CORPORATION PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 NOTE: (570)374-4004 1(800)788-4754 a ate'. .• AN EQUAL OR BETTER CONNECTOR oRnvnNGTme • ° USP RFUS MAY BE SUBSTITUTED FOR ANY OF 120 MPH WIND CONNECTIONS THE CONNECTORS SHOWN. (ALWAYS INSTALL IN PAIRS) APPROVED . DRAWN"GLENCO DATE: 09/18/07 ON—SITE BY OTHERS PFSP'ORP CHECKED Br. SCAM' Ms W6 SEP 2 1 2007 9/19/2007 10:30:08 AM APPROVAL LIMITED TO FACTORY BUILT PORTION PROJECT NO. SERIAL NO. 07-093 ----- CAPE NET UPLIFT LOADS(120 MPH VNNO) MODULE PITCH WIDTH LOCATION 9112 12112 MARRIAGE MARRIAGE (FEET) SIDEWALL WALL SIDEWALL WALL ROOF TRUSS 13 plf 55 plf 12 WALL BOTTOM 1 Pff MODULE ROOF TRUSS 24 pH 81 plf 14 WALL BOTTOM - 27 pff MODULE ROOF TRUSS 41 plf 106 plf 16 WALL BOTTOM 52 ptl DATE DESCRIPTION MODULE 4 K �F DATE PRODUCTION BY BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED. (VFm): 90 mph PENN LYON APPROVED HOMES CORPORATION Po 80X 27;AIRPORT RD, SELINSGROVE, PA 17870 PFS CORP (570)374-4004 1(800)788-4754 SEP 2 1 2007 °R"VANG„' 120 MPH WIND CONNECTIONS APPROVAL LIMITED TO DRAWN BY; DATE. sHEEr: FACTORY BUILT PORTION clFNco os/18/o7 �� - - - CHECKED DY. SCALE. NTS 9/19/2007 1:10:09 PM PROJECT NO. SERIAL NO. 07-093 ----- RIDGE BEAM NET UPLIFT LOADS (120 MPH VNND) CANTILEVERED RAFTER KNEEWALL NET UPLIFT REACTIONS(120 MPH WIND SPEED) PITCH PITCH DATE TRIBUTARY 9112 12112 MODULE 3112 5112 7112 9112 12112 DESCRIPTION BY 4'-0" 45 pif 47 pff WIDTH KNEEWALL FLIP KNEEWALL FLIP KNEEWALL FLIP KNEEWALL FLIP KNEEWALL FLIP 5'-0" 56 If 59 If 8'-0" 271 p8 8 pif 212 plf 13 plf 189 plf 18 plf 230 If 27 plf 316 If 41 plf 8'-0" 67 If 70 If 79 plf 82 If 10'-0" 299 plf 10 plf 264 plf 17 If 240 If 23 pif 291 pff 35 plf 396 plf 52 p0 90 If 94 If P P 12'-0" 371 plf 11 pif 269plf 20 plf 287 plf 27 plf 283 plf 41 plf 475 pif 62 p8 14'-0" 380 pH 13 p0 302 plf 23 pH 334 plf 32 pff 409 If 48 plf 554 pff 73 pff VAULT BEAM NET UPLIFT LOADS (120 MPH VIND) 16'-0" 449p1f ---15—P—ff--F-4-14—P—ffF 27 pff 378 pff 1 37 Of 1 465pH 1 56 Pff 1 633 plf 1 83p1f TRIBUTARY PITCH NOTE:SEE"CANTILEVERED RAFTER'FOR LIMITATIONS OF KNEEWALL LOCATION.,. 0112 12112 6'•0" 67 pff 70 pff 7'-6" 84 plf 88 plf 9'-0" 101 pff 106 pif 6"- 1112 If 117. ff CANTILEVERED HIP BEAM NET UPLIFT REACTIONS(120 MPH WIND SPEED) MODULE PITCH WIDTH 3112 5112 7112 9112 12112 SIDEWALLI POST SIDEWALL POST SIDEWALL POST SIDEWALL POST SIDEWALL POST F-0" 307 bs 984 bs 158 bs 701 Ibs -120 bs 591 bs -268 bs 717 bs -595 Ibs 1013 bs THRUST BEAM HORIZONTAL LOADS(120 MPH Wind Speed) 10'-0" 479 bs 1556 bs 254 bs 1103 bs -200 bs 935 bs -422 bs 1123 bs -937 Ibs 1589 bs PITCH ELEMENT DISTANCE FROM SIDEWALL TO RIDGE BEAM(FT) DATE PRODUCTION BY 12 14 16 18 20 12'-0' 697 bs 2234 bs 364 bs 1580 bs -285 bs 1344 bs •592 bs 1603 bs -1356 bs 2296 bs 9112 ROOF 186 plf 218 plf 251 plf 284 plf 318 plf WALL 114 plf 115 pff 115 plf 116 pH 117 p0 14'-0" 943 bs 3037 bs 494 Lis 2159 bs -386 bs 1825 bs -816 bs 2190 bs -1848 bs 3127 bs ROOF 251 p0 295 pif 340 plf 386 plf 432 p0 12112 16'•0: 1229 bs 3964 bs 644 bs 2831 bs -501 bs 2382 bs -1071 bs 2867 bs -2421 bs 4091 bs WALL 115 0 116 If 117 If 118 If 11s Ir BUILDER: KELLY INDUSTRIES TrRUST BEAM SPANS ARE FOR LATERAL WIND LOAD ONLY.THRUST BEAMS ARE ASSUMED TO BE NOTES: NCLUO®INAN OVERALL ROOF SYSTEM THAT PI uxs RAFTERS suFPORf®VERrrALLYATTI-S 1.SEE'CANTIALESINDICRED HIP BEAM'FOWARD REACTTIONS ION FRO POST M JOB NAME: SILVERA 2.NEGATIVE VALUES INDICATE DOWNWARD REACTION FROM WIND. SOEWALLBYSMNALL HEADERS AND AT THE RIDGE BY STRUCTURAL RIDGE BEAMS. - MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA PORCH NET UPLIFT LOAD(120 MPH WIND SPEED) COUNTY' BARNSTABLE ZIP CODE: 02601 PORCH 3112 5172 7112 9112 12112 WIDTH PORCH HDR. WALL PORCH HDR. WALL PORCH HDR. WALLL PORCH HDR. WALL PORCH MDR.. WALL SEISMIC CATEGORY: B 4'-0" 161 plf 111 p8 121 p8 103p1f 91 pff 107p8 70 pff 129p1f 29p1f 172pff SNOW LOAD (Pg): 25 psf 6'-0" 211'plf 171 plf 159pff 157pif 121 p8 159p4 94pU 188pff 41 pff 245p8 WIND SPEED (VFM): 90 mph 8'-0" 263 plf 230 pff 197 plf 210 pff 151 p8 211 pff 119 plf 248 pif 55 plf 320 p8. 10'-0" 315 8 289 pff 237p1f 263 pff 181 pff 1 264 pff 144 pff 309 pff 68 pff 397 pff PENN 17.0" 367 p8 348 plf 277 plf 316 pff 212 plf 317 p8 168 p8 370 p8 80 pa 1 474 plf I)LYON APPROVED HOMES CORPORATION PFS CORP PO Box 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 SEP2 1 2007 DRAMNG TITLE: 120 MPH WIND CONNECUM APPROVAL LIMITED TO DRAWN 9Y: =W8 FACTORY BUILT PORTION GLENCO 09/18/07m fl . CHECNY: C('lJ F• NTS 9/19/2007 1:10:21 PM PROJECT NO. SERIAL NO. SLIDING CONNECTIONS FOR ENDWALLS AND SIDEWALLS 07-093 -- -- ALLOWABLE SHEAR FOR ENDWALL AND SIDEWALL SLIDING CONNECTIONS 16d SIMPSON LTP4wl $IMPSON MAS wl SIMPSON MASS wl FASTENER SPACING (0.135"x 3112") (12)8d x 1 112"NAILS (6)10d x 1 1127 NAILS (8)10d x 1 1/2"NAILS TOE-NAI L OR USP MP4F wl OR USP FA3 w/ (121 8d x 1 112"NAILS 6 1Od x 1 112"NAILS 3 in o.c. 288 plf 4 in o.c. 216 pN 6 in o.c. 144 plf 1190 plf 1402 plf 1600 plf 8 in o.c. 108 pff 893 pff 1052 pff 1200 pN DATE DESCRIPTION BY 12 in o.c. - 595 pff 701 pff 800 pff 16 in o.c. 446 pff 523 pff 600 pN 24 in o.c. 298 pff 351 pN 400 pff 32 in o.c. 223 plf 263 pN 300 pN 48 in o.c. 149 pff 175 pff 200 pff NOTE: 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING. 2. NAILS: 8d=0.131"0, 10d=0.148"0 3. ANY CONNECTOR USED TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY SHALL MEET THE FOLLOWING: DESIGN UPLIFT + DESIGN SHEAR 1.0 ALLOWABLE UPLIFT ALLOWABLE SHEAR CEILING EqNp I� OAN� . . DATE PRODUCTION BY SEE TABLE FOR TYPE AND SPACING OF FASTENER (SIMPSON LTP4 SHOWN) ON-SITE BY OTHERS . BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA , MODEL: -CAPE ANN (MOD.) SITE LOCATION. HYANNIS, MA COUNTY: BARNSTABLE FI��R 6 OR :BAN, ZIP CODE: 02601 �D FAO SEISMIC CATEGORY: B . SEE ALTERNATE FASTENER DETAILS WALL LL SNOW LOAD (Pg): 25 psf FOR CONNECTION TO FOUNDATION WALL S�pE WIND SPEED (VFM): 90 mph SIMPSON MAS °< ° SIMPSON MASS PENN OR USP FA3 a L 1 ON SILL PLATE APPROVED PFS CORP HOMES CORPORATION INSTALLATION IN CONCRETE INSTALLATION IN CONCRETE BLOCK PO Box 27, AIRPORT RD, SEUNSGROVE, PA 17870 CCp 2 1 2007 (570)374-4004 1(800)788-4754 ALTERNATEFASTENER DETAIL DRAWING E S N E: V IMITED TO 120 MPH WIND CONNECTIONS FOR CONNECTION TO FOUNDATION A � = ° ��" °�WKB,: DA": - MA cLENco os/1a/o7 W9 THE CONNECTORS SHOWN. CHECKm°r: WAIF: ws 11► 9/19/2007 10:30:21 AM PROJECT NO. SERIAL NO. 07-093 ----- CAPE BUILDING SHEARS(120 MPH WIND) s MODULE PITCH WIDTH LOCATION (FEM 9112 12/12 12 ENDWALL WIND IN TRANSVERSE DIRECTION 538plf 641 pif SIDEWALL(WIND IN LONGITUDINAL DIRECTION) 331 plf 385ptt 14 ENDWALL(WIND IN TRANSVERSE DIRECTION) 504p1f 615plf SIDEWALL(WIND IN LONGITUDINAL DIRECTION) 353 plf 421 pB 18 ENDWALL WIND IN TRANSVERSE DIRECTION 481 If 597 If SIDEWA IL WIND IN LONGITUDINAL DIRECTION 377 plf 458 PIf NOTES: 1.SHEAR VALUES ARE PER MODULE AND ASSUME A SYMMETRICAL"2-BOX" ASSEMBLY. 2.ENDWALL SHEARS ARE BASED ON AMODULE LENGTH OF 60 FEET AND DISTRIBUTED OVER THE MODULE WIDTH. DATE DESCRIPTION BY 3.SIDEWALL SHEARS ARE DISTRIBUTED OVER A LENGTH EQUAL TO THE MODULE WIDTH.CEILING DIAPHRAGM INTERCONNECTION ALONG MARRIAGE WALL BY OTHERS. DATE PRODUCTION BY BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph APPROVED PENN PFS CARP (OLYON � SEP 2 1 2007 HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 APPROVAL LIMITED TO (570)374-4004 1(800)788-4754 FACTORY BUILT PORTION . GRAVING TffLE* 120 MPH WIND CONNECTIONS DRAWN BY: GLENCO DATe: 09/18/07 S"EET` . GHEGKfD BY: SGAIE W 1 O NTS 9/19/2007 1:10:34 PM PROJECT NO. SERIAL NO. 07-093 ----- SHEATHING DETAIL DATE DESCRIPTION BY 7/16" AGENCY RATED SHEATHING TO RAFTER OR TRUSS: 7/16" X 1 1/2" .16 GA GALV. STAPLE 3" O.C. EDGE AND 8" O.C. FIELD GE��ING DATE PRODUCTION BY 1/2" DRYWALL TO FRAMING: 1 1/2" 11 GA RING SHANK NAILS w/ 7/16'.. BUILDER: KELLY INDUSTRIES HEADS ® 4" O.C. EDGES AND 7" O.C. FIELD JOB NAME: SILVERA OR 1 1/4" SCREWS 6 GA ® 12" O.C. EDGE 6ANO MODEL: CAPE ANN (MOD.) OR h AND 12" O.C. FIELD OR FOAMSEAL ® 1/2" SITE LOCATION: HYANNIS, MA BEAD COUNTY: BARNSTABLE _ ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf 7/16" OSB AGENCY RATED SHEATHING TO WIND SPEED (Vim): 90 mph FRAMING: 7/16" X 1 1/2" 16 GA GALV. STAPLE @ 6" O.C. EDGE AND 12" O.C. FIELD NOTE: OLYON PENN HOMES IN AREAS WHERE THE WIN PPP�D—lS_U GREATER (NJ: 120 mph OR GREA R) REQUI R. HOLD DOWN CONNECTIONS TO RE ST OVERTl1�NII� ST HOMES CORPORATION BE DESIGNED ON A HOUSE SPECI IC BASIS. PO Box 27, AIRPORT RD, SELINSGROVE, PA 17870 SEP 2 1 2007 (570)374-4004 1(800)788-4754 RI NOTE: DRAvnric ME HOMES IN AREAS WHERE.THE WIN 1 SJ RI6� D To 120 MPH WIND CONNECT ONs GREATER REQUIRE ADDITIONAL HOL FDOtytQN Tj�: pT RT)<OlY RESIST OVERTURNING WITH A CAPACCI F 3 DRA1"IN: WE:DATE o9/18/07 S"EE`` CHECKED BY: SPICE: W 11 NTS 9/19/2007 10:30:34 AM PROJECT N0. SERIAL NO. 07-093 ----- UPLIFT CONNECTIONS FOR SIDEWALLS (TRUSS 120 MPH WIND) ROOF SYSTEM AND WALL STUDS BOTH AT 16" O.C. OR BOTH AT 24" O.C. TRUSSES @ 24" O.C. \� TRUSSES @ 16" O.C. DATE DESCRIPTION BY 6' MIN 6° MIN STUDS @ STUDS @ SIMPSON CS22 _ 24" O.C. SIMPSON CS22 16" O.C. OR USP RS300 OR USP RS300 w/(10)10d (0.148"0) NAILS w/(10)10d (0.148"0) NAILS (5) EACH END (5) EACH END @ 24" O.C. MAX @ 24" O.C. MAX SIMPSON CS18 SIMPSON CS18 OR SIMPSON LSTA18 OR SIMPSON LSTA18 OR USP RS200 BANG OR USP RS200 AeNp DATE PRODUCTION BY OR USP LSTA 18 QR OR USP LSTA 18 R ' Dv�` w/(14) 10d (0.148"0) NAILS fLp Np w/(14) 1Od (0.148"0) NAILS Ro �Np (7) EACH END BP (7) EACH END @ 24 O.C. MAX FILING @ 24" O.C. MAX EILi G. BUILDER: KELLY INDUSTRIES N ON—SITE BY OTHERS STUDS @ ON—SITE BY OTHERS STUDS @ JOB NAME: SILVERA 24" O.C. 16" O.C. MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA SIMPSON CS22 SIMPSON CS22 COUNTY: BARNSTABLE OR SIMPSON LSTA12 OR SIMPSON LSTA12 OR USP RS300 OR USP RS300 ZIP CODE: 02601 OR USP LSTA12 OR USP LSTA12 SEISMIC CATEGORY: B w/(10)10d (0.148"0) NAILS w/(10)10d (0.148"0) NAILS SNOW .LOAD (Pg): 25 psf (5) EACH END (5) EACH END WIND SPEED (VPM): 90 mph @ 24" O.C. MAX @ 24" O.C. MAX P COVED Bp �Np s CORP oR Loo PENN �,o F sEP z � 200� (OLYON APPROVAL LIMITED TO FACTORY BUILT PORTION HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 NOTE: Dwwwc tmE AN EQUAL OR BETTER CONNECTOR SHED DORMER MAY BE SUBSTITUTED FOR ANY, OF I MPH WIND CONNECTIONS THE CONNECTORS SHOWN. DRAWN DY°cLENco DA1f 09/18/07 SHEET:- CHECKED t SCALE:. W 1 1 //�L. NTS 9/19/2007 1:12:05 PM f PROJECT NO. FL.NO. 07-093 ----- UPLIFT CONNECTIONS FOR SIDEWALLS ALLOWABLE UPLIFT FOR SIDEWALL CONNECTIONS 16d SIMPSON LTP4w/ SIMPSON MASw/ SIMPSON MASB w/ FASTENER SPACING (0.135'x 3 1/2') (l2)8d x 1 1/2"NAILS (6)10d x 1 ill°NAILS (8)10d x 1 1/2'NAILS TOE-NAIL OR LISP MP4F w/ OR LISP FA3 w/ (12)8d x 1 1/2'NAILS (6)10d x 1 W*NAILS DATE DESCRIPTION BY 3 in o.c. 92 plf 4 in o.c.. 69 plf - - 6 in o.c. 46 plf 1190 plf 1986 plf 224 plf 8 in o.c. 35 plf 893 plf 1490 plf 168 plf 12 in o.c. 595 pH 993 p8 112 plf 16 in o.c. 446 plf 745 plf 84 plf 24 in o.c. - 298 plf 497 pIf 56 plf 32 in o.c. 223 pH 372 plf 42 plf 48 in o.c. 149 pff 248 pff 28 pff NOTE: 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING 2. NAILS: 8d=0.131"0, 10d=0.148"O 3. ANY CONNECTOR USED TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY SHALL MEET THE FOLLOWING: DESIGN UPLIFT DESIGN SHEAR z , T ALLOWABLE UPLIFT + ALLOWABLE SHEAR 1.0 . Y.. DATE PRODUCTION BY SEE TABLE FOR TYPE AND SPACING OF FASTENER (SIMPSON LTP4 SHOWN) ON—SITE BY OTHERS P' BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SEE ALTERNATE FASTENER DETAILS SITE .LOCATION: HYANNIS, MA FOR CONNECTION TO FOUNDATION COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph SIMPSON MAS SIMPSON MASB FAROVED OR USP FA3 OR AND �O�R PF 3 CORP PENN INSTALLATION IN CONCRETE INSTALLATION IN CONCRETE BLOCK f ND �IAI .SEP 2 1 2007 � OLYON W E �l IO APPROVAL LIMITED TO HOMES CORPORATION ALTERNATE FASTENER DETAILS No FACTORY BUILT PORTION (f o BOX 27,AIRPORT RD, SELINSGR(W)� 14754 FOR CONNECTION TO FOUNDATION AN EQUAL OR BETTER CONNECTOR DRAWING TRIE SILL PLATE MAY BE SUBSTITUTED FOR ANY OF SHED OORMER THE CONNECTORS SHOWN. 120 MPH VAND CONNEC1M DRAWN RT: LENCO DATE g{EET: CHECKED er SCALE: 09/18/07 NiS 9/19/2007 1:12:20 PM I c PROJECT NO. SERIAL NO. 07-093 ----- UPLIFT CONNECTIONS FOR MARRIAGE WALLS (TRUSS - 120 MPH WIND) MARRIAGE WALL STUDS AT 16" O.C. DATE DESCRIPTION BY SIMPSON CS22 BA �1D OR SIMPSON STA12 G N L I OR USP RS300 �EI� OR USP LSTA12 STUDS w/(10)10d (0.148"0) NAILS. 16" O.C. (5) EACH END 16" O.C. MAX SIMPSON CS18 F 00O OR SIMPSON LSTA18 B : OR UPS RS200 G OR USP LSTA 18 GBIANB w/(14) 10d (0.148"0) NAILS (7) EACH END 16" O.C. MAX DATE PRODUCTION BY c ON—SITE BY OTHERS (ONE SIDE ONLY) 4 STUDS @BUILDER: KELLY INDUSTRIES ; 16" O.C. JOB NAME: SILVERA SIMPSON CS22 MODEL: CAPE ANN (MOD.) OR SIMPSON LSTA12 OR USP RS300 SITE LOCATION:. HYANNIS, MA OR USP LSTA12 COUNTY: BARNSTABLE w/(10)10d (0.148"0) NAILS ZIP. CODE: 02601 (5) EACH END ® 16" O.C. MAX SEISMIC CATEGORY: B I SNOW LOAD (Pg): 25 psf BAND WIND SPEED (VFM): 90 mph rLooR PENN (OLYON NOTE: HOMES CORPORATION PO BOX 27, AIRPORT'RD, SELINSGROVE, PA 17876 AN EQU L OR B YY�, (570)374-4004 1(800)788-4754 MAY BE SUBSTITUTED FOR ANY OF nBAWNG mu:: THE CO NECTORS5 PWJ 1 2007 SHED DOPIER 120 MPH WIND CONNECiM DBawN"GLENCO DATE 09/18/07 SHE' APPROVAL LIMITEID'TO FAC OR'i' BUILT PORTION CHECKED BY: 5CAM W 14 NTs 9/19/2007 1:12:34 PM PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR OPENINGS IN SIDEWALLS 07-093 ----- AND MARRIAGE WALLS ( 120 MPH WIND SIMPSON CS22 DATE DESCRIPTION OR SIMPSON LSTA12 OR USP RS300 OR USP LSTA12 w/(10)10d (0.148"0) NAILS BA�10 (5) EACH END oE��l�o ® 24" O.C. MAX UPLIFT CONNECTIONS FOR OPENINGS IN N�DER ��DER SIDEWALLS AND MARRIAGE WALLS(120 MPH WIND) MAX NO.OF STRAPS OPENING AT EACH END CONNECTION OF OPENING SIMPSON CS22(22 GA)W/(10)10d NAILS 2 ft-0 in 1 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS SEE TABLE FOR TYPE SEE TABLE FOR TYPE OR USP RS300(22 GA)wr(10)10d NAILS OR USP LSTA12 20 GA W/ 10 10d NAILS OF STRAP AND QUANTITY OF STRAP AND QUANTITY SIMPSON CS22(22 GA)W/(10)10d NAILS OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS DATE PRODUCTION BY NUMBER OF JACK- NUMBER OF JACK 7 ft-0 in 2 OR USP RS300(22 GA)W/(10)10d NAILS STUDS TO BE NO LESS STUDS TO BE NO LESS OR USP LSTA12 20 GA W/ 10 10d NAILS THAN THE NUMBER OF THAN THE NUMBER OF 1 SIMPSON CS18(18 GA)W(18)10d NAILS STRAPS_REQUIRED STRAPS REQUIRED oRSIMPsoN LSTA18 2oGA wi 1a Tod NAILS BUILDER: KELLY INDUSTRIES SIMPSON CS22 SIMPSON CS22(22 GA)W/(10)10d NAILS OR SIMPSON LSTA12 11 ft-0 in 3 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS JOB NAME: SILVERA OR USP RS300 OR USP RS300(22 GA)W/(10)10d NAILS MODEL: CAPE ANN (MOD.) OR USP LSTA12 OR USP LSTA12 20 GA W/ 10 10d NAILS w 10 1 Od 0:148"� NAILS SIMPSON CS22(22 GA)W(10)10d NAILS SITE LOCATION: HYANNIS, MA �( ) ( ) 4. OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS COUNTY: BARNSTABLE (5) EACH END OR USP RS300(22 GA)W/(10)10d NAILS 151-0in 24" O.C. MAX OR USP LSTA12 20 GA W/ 10 10d NAILS ZIP CODE: 02601 �D SIMPSON CS18(18 GA)W/(18)tOd NAILS oOF OAN ooR BA 2 SEISMIC CATEGORY: B �I OR SIMPSON LSTA18 20 GA W/ 14 10d NAILS fy SIMPSON CS22(22 GA)W/(10)10d NAILS SNOW LOAD (Pg): 25 psf 19 ft-0 in 5 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS WIND SPEED (VFM): 90 mph OR USP RS300(22 GA)W/(10)10d NAILS SIDEWALL OR USP LSTA12 20 GA W 10 10d NAILS MARRIAGE WALL SIMPSON CS22(22 GA)W/(10)10d NAILS PENN 8 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS OR USP RS300(22 GA)W!(10)10d NAILS 23 ft-0 in OR USP LSTA12 20 GA W/ 10 10d NAILS I)LYON 3 SIMPSON CS18(18 GA)W/(18)10d NAILS HOMS CO"ORAWN OR SIMPSON LSTA18 20 GA W/ 14 10d NAILS 18 GA)W/(18)10d NAILS (5 e37 27;AIRPORT RD; sEUNsc1(80 PA 17870 SIMPSON CS18 ( (570) 4-4004 (800)788-4754 NOTE: 34 ft-0 in 4 OR SIMPSON LSTA18 20 GA W 14 10d NAILS AN EQUAL OR BETTER CONNECTOR 43 ft-0 in 5 sIMPSON CS18(18 GA)W(18)10d NAILS DRAwM""£ SHED DORMERSIM SO � MAY BE SUBSTITUTED FOR ANY OF 120 MPH WIND CONNECTIONS THE CONNECTORS SHOWN. NOTE: PFS CORP D�awN er: DAh:. siEEr: 1. NAILS: 10d=0.148"� GLENCO 09/18/07 W 15 . S CHECKE➢BY: SCN£: NTS APPROVAL LIM.ITEID TO FACTORY BUILT PORTION 9/19/2007 1:12:53 PM PROJECT N0. SERIAL N0. SIMPSON CS22 07-093 ----- OR USP RS300 w/(10)10d (0.148"0) NAILS (5). EACH END 12 3 (MIN) 12 (MAX) DATE DESCRIPTION BY CONNECTION PROVIDED AS PER TRUSS MANUFACTURER'S SPECIFICATIONS TYPICAL TRUSS SIMPSON CS22 OR SIMPSON LSTA24 OR USP RS300 SIMPSON CS22 OR USP LSTA24 OR SIMPSON LSTA12 w/(10)10d (0.148"0) NAILS ALLOWABLE UPLIFT FOR RAFTER KNEEWALL CONNECTIONS OR USP RS300 (5) EACH END SIMPSON CS22 OR USP LSTA12 OR SIMPSON LSTA12 SIMPSONH2.5A SIMPSONMTS12 W/(10)10d (0.148"0) NAILS OR USP RS300 RAFTER SPACING w/(10)8dx 1 12°NAILS w/(14)10dx 112'NAILS ` I US (5) EACH END OR USP LSTA12 w/ 18dx1R2•NAILs w/ t4T7AORodx112.1NAILs w/(10)10d (0.148"0) NAILS r SIMPSON CS22 is°O.C. 3�ptl s4splr 12 OR SIMPSON (5) EACH END za°o.c. zoo If a3o Ir LSTA12 > 3 (MIN) DATE PRODUCTION BY ^, 12 (MAX) � OR.USP RS300 NOTE: OR USP LS300 1. ALLOWABLE LOADS INCLUDE.A 60% LOAD DURATION INCREASE w/(10)1Od (0.148"�) NAILS FOR WIND LOADING EE TABLE FOR (5) EACH END SEE TABLE FO 2. NAILS: 8d=0.131"0, 1Od=0.148"0 BUILDER: KELLY INDUSTRIES CONNECilQIA CON C -ION JOB NAME: SILVERA �; ., MODEL: CAPE ANN (MOD.) t, SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE TYPICAL RAFTER ALLOWABLE UPLIFT FOR PORCH TRUSS TO WALL CONNECTIONS ZIP CODE: 02601 16d SIMPSON LUS24 SIMPSON LUS26 SEISMIC CATEGORY: B SIMPSON CS22 TRUSS SPACING (0.135°x312°) wl(6)1OdNAILS W/(8)1 Od NAILS SNOW LOAD (Pg): 25 psf OR SIMPSON LSTA12 TOE-NAIL OR USPJUS24 OR USPJUS26 OR USP RS300 6 1 e 1 10 WI61DdNAILS W/e 1OdNAILS WIND SPEED (VFf4): . 90 mph 161 O.C. 324 plf 432 plf 540 pff 349 plf 701 plf OR USP LSTA12 24°O.C. 216 pff 288 pff 360 plf 233 pff 468 pff w 1010d 0.148"0 NAILS (5](EACH END ) ALLOWABLE UPLIFT FOR PORCH TRUSS TO HEADER CONNECTIONS I)LYON PENN 16d SIMPSON H2.5A SIMPSON MTS12 TRUSS SPACING (0.135°x 312°) w/(10)8d x 1 12°NAILS w/(14)10d x 1 12°NAILS TOE-NAIL OR USP RT7A OR USP MTW12 a 1 6 1 8 w/10 8dx 1 12°NAILS w/ 14 10dx 1 WWI HOMES CORPORATION 16°O.C. 69 pH 104 plf 138 plf 360 plf 645 plf PO BOX 27, AIRPORT RO, SELINSGROVE; PA 17870 NOTE: L 24°O.C. 46 pff 69 plf 92 pff 240 plf 430 pff (570)374-4004 1(800)788-4754 AN EQUAL OR BETTER CONNECTOR NOTE: DRAVANG""E VJIMMAY BE SUBSTITUTED FOR ANY OF SHED DORMER SEE TABLE FOR SEE TABLE FOR 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING THE CONNECTORS SHOWN. 120 MPH WIND OONNEMONS CONNECTION CONNECTION 2: NAILS: 8d=0.131°0, 1 Od=0.148"� APPItIOVED DRAWN BY: DATE: SHEET: GLENCO 09/18/07 TYPICAL PORCHES PFs CORP CHECKED NTS W 6_.j S� SEP 2 9/19/2007 1:38:29 PM. APPROVAL LIMITED TO FACTORY BUILT PORTION s C PROJECT NO. SERIAL NO. 07-093 ----- UPLIFT CONNECTIONS FOR FLOOR GIRDERS ALLOWABLE UPLIFT FOR FLOOR GIRDER CONNECTIONS BARD R44. 0 FLOOR 0 0 0 R O�RpER w►(4)v2"x 2 SIMPSON4"TITEN MASONARY SCREWS wl(4)314"x 6"WEDGE BOLTS IN FOUNDATION d FLOOR GIRDER IN FOUNDATION WALL AND(10)10d NAILS WALL AND(12)WS3 WOOD SCREWS LENGTH IN FLOOR GIRDER PER CONNECTOR IN FLOOR GIRDER PER CONNECTOR DATE DESCRIPTION BY SINGLE CONNECTION BACK-TO-BACK SINGLE CONNECTION BACK-TO-BACK m. APPLICATION APPLICATION APPLICATION APPLICATION • �; 30 ft 68 plf 136 plf 341 plf <a 361 57 plf 113 plf 284 plf SIMPSON HTSM20 ON—SITE BY OTHERS 42 ft 49 pIf 97 plf 243 plf 481 43 pff 85 plf 213 plf . 54 ft 38 pff 76 plf 189 plf 60 ft 34 pff 68 pff 170 pff NOTE: 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING 2. NAILS: 1Od=0.148"0 a .. OOR BAR FlpO �- R , 4 4. DATE PRODUCTION BY .d; .' 'd BUILDER: KELLY INDUSTRIES A .. d .° JOB NAME: SILVERA '•. '4. .. SIMPSON HTSM20 (BACK—TO—BACK) MODEL: CAPE ANN (MOD.) ON—SITE BY OTHERS SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B d SNOW LOAD (Pg): 25 psf RD WIND SPEED (VFM): 90 mph FLOOR d , BA FLOOR PENN . 4 4. °ER (OLYON d 'd d : :` spy .,.. HOMES CORPORATION d °.' PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 4. - d NOTE: (570)374-4004 1(800)788-4754 AN.EQUAL OR BETTER CONNECTOR °��""�mv MAY BE SUBSTITUTED FOR ANY OF � � uSP RFus 120 MPH WIND CONNECTIONS THE CONNECTORS SHOWN. (ALWAYS INSTALL IN PAIRS) DwwH av: DAM SHEET: ON—SITE BY OTHERS APPROVED cLENco oe/�a/o7 1A1 p1i$ C 7 IRP CHECKED BY: scA� rr 1 7 MS SEP 2 1 2007 9/19/2007 1:38:53 PM APPROVAL LIMITED TO FACTORY BUILT PORTION i Y a. . r PROJECT NO. SERIAL NO. 07-093 ----- SHED DORMER CAPE NET UPLIFT LOADS(120 MPH WIND) MODULE PITCH WIDTH LOCATION 3112 5112 7112 9112 12112 MARRIAGE MARRIAGE MARRIAGE MARRIAGE MARRIAGE (FEED SIDEWALL WALL SIDEWALL WALL SIDEWALL WALL SIDEWALL WALL SIDEWALL WALL ROOF TRUSS 148 pff 105 PI 86 pff 76 plf 27 pff 67 pff 10 plf 85 PK 123 pff 9 2ND FLOOR WALL BOTTOM 94 pff 51 pff 32 pff 22 pff 13 plf 31 plf 69 pff 1ST FLOOR WALL BOTTOM 16 plf - - MODULE - - - ROOF TRUSS 170 plf 1 133 pff 97 pff 97 pff 31 pff 85 pff I 9 plf 108 pl( 155 pff 10 2ND FLOOR WALL BOTTOM 116 plf 79 pff 43 pff 43 pff 31 pff 54 plf 101 plf 1 ST FLOOR WALL BOTTOM 32 pff - 17 pff MODULE 2plf - ROOF TRUSS 193 pff 162 pff 108 pl 117 plf 34 pff 103 plf 8 pff 132 pff 189 p l 12 2ND FLOOR WALL BOTTOM 139 pff 108 pff 54 plf 63 pff 49 pff 78 pff 135 pff 1 ST FLOOR WALL BOTTOM 49 pff 18 pB 45 p0 DATE DESCRIPTION BY MODULE 13 p1f 9 Pff ROOF TRUSS 217 pff 1 190 pff 120 pff 139 pff 38 pff 12l pff 1 7 pff 155 pff 223 pff. 14 2ND FLOOR WALL BOTTOM 163 pff 136 plf 66 pff 85 pff - 67 pff 101 PI 169 pff 1ST FLOOR WALL BOTTOM 67 pff 40 pff - 5 pC 73 pff MODULE 25pV - - - 31 plf ROOF TRUSS 240 pr 218 pff 131 pff 160 pff 42 plf 140 pff 6 pff 179 plf 258 pff 18 2ND FLOOR WALL BOTTOM 186 plf 164 pff 77 pff 106 pff 86 pff 125 pff 204 pff 1ST FLOOR WALL BOTTOM 84 pff 62 pff 4 plf 23 pff 102 plf MODULE 14 pff - 54 PD DATE PRODUCTION BY BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE . ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 rnph PENN LYON APPROVED HOMES CORPORATION PFS CORP PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 SEP 2. 1 2007 DRAWING,TRE SHED DORMER APPROVAL LIMITED TO D120 MPH WIND OONNECiIONS PAWN BY: DATE: 4{EEf: FACTORY BUILT PORTION cLENCO 09/18/07 CHECKED DY: SCALE: NIS 9/19/2007 1:40:34 PM Y ;a PROJECT NO. SERIAL NO. 07-093 ----- RIDGE BEAM NET UPLIFT LOADS (120 MPH VYIND) CANTILEVERED RAFTER KNEEWALL NET UPLIFT REACTIONS(126 MPH WIND SPEED) DATE' DESCRIPTION BY TRIBUTARY PITCH MODULE PITCH ' 3112 5112 7 112 9112 12112 3112 5112 1 7112 9112 12112 4'•0" 103 IL 64 pff 44 pff 45 pr 47 pif WIDTH KNEEWALL FLIP KNEEWALL FLIP KNEEWALL 'FLIP KNEEWALL FLIP KNEEWALL FLIP 6'•0" 154 tt 96 tt 65 tt 67 tt 70 if 5'-0" 1 If If 54 If 66 pff 59 if s'.D" 271 plf 8 ptl 212 plf 13 plf 189 pff 18 pff 230 pff 27 plf 316 pH 41 plf T-0" 180 pIf 112 pff 76 pff 79 pff 82 If 8'-0" 205 pIf 128 pIf 87 pff 90 pff 94 If 10'-0" 299 plf 10 pH 264 plf 1.70 240 pff 23 plf 291 plf 35 plf 396 plf 52 plf 12'-0" 371 plf 11 ptl 269 plf 20 plf 287 plf 27 plf 283 plf 41 plf 475 pff 62 pff 14'-0" 380 pH 13 pff 302 pff 23 pff 334 pff 1 32 pff 409 pff 48 pff 554 pff 73 pff VAULT BEAM NET UPLIFT LOADS (120 MPH WIND) 449 pff 1 15 pff 414 plf 27 tt 378 ptl 37 plf 465 pff 56 pff 633 ptl 83 ptl TRIBUTARY PITCH NOTE:SEE,CANTILEVERED RAFTER'FOR LIMITATIONS OF KNEEWALL LOCATION. 3112 5112 7 112 9112 12112 W-0" 154 pff 96 pff 65 pff 67 pff 70 pIf T•8" 193 pIf 120p1f 82 pif 84p1f 88 Plf 9'-0" 231 pff 144 pff 98 Pff 101 Pif 106 PIf 9'-8' 244 pff 157 tt 103 pIf 107 plf 111 If 10'-0" 257 tt 16t If . 109 if 112 if 117 If CANTILEVERED HIP BEAM NET UPLIFT REACTIONS(120 MPH WIND SPEED) MODULE PITCH WIDTH 3112 5112 7112 9112 12112 SIDEWALLI POST SIDEWALL POST SIDEWALL POST SIDEWALL POST SIDEWALL POST r-0' 307 bs . 984 bs 158 bs 701 Ibs -120 bs 591 bs -268 bs 717 bs -595 Ibs 1013 bs THRUST BEAM HORIZONTAL LOADS(120 MPH Wind Speed) 10'-0" 479 bs 1556 bs 254 bs 1103 bs -200 bs 935 bs -422 bs 1123 bs -937 ibs 1589 bs DATE PRODUCTION BY PITCH ELEMENT DISTANCE FROM SIDEWALL TO RIDGE BEAM(FT) T 12 14 16 19 20 12'•0" 697 bs 2234 bs 364 bs 1580 bs -285 bs 1344 bs -592 bs 1603 bs •1356 bs 2296 bs 3/12' ROOF 106 plf 124 plf 142 plf 160 pff 179 plf WALL 115 pif 116 plf 116 pif 116 pff 116 plf 14'-0" 943 bs 3037 bs 494 bs 2159 bs •386 bs 1825 bs -816 bs 2190 bs -1848 bs 3127 bs 5/12 ROOF 128p1f 150p1f 173p1t lssptt znpif BUILDER: KELLY INDUSTRIES WALL 122 pif 123 plf 123 plf 124 plf 124 p0 16'4" 1229 bs 1 3964 bs 644 bs 2831 bs •501 bs 2382 bs -1071 bs 1 2867 bs -2421 bs 4091 bs 7112 ROOF. 143p1f 168ptt 193p1t 218ptt 244ptt NOTES: JOB NAME: SILVERA WALL 113 plf 113 pff 114 plf 115 ptl 115 plf 1.SEE'CANTILEVERED HIP BEAM'FOR LIMITATIONS ON POST LOCATION. 9112 ROOF 186pif 218 pff 251 plf 284pif 318pif 2.NEGATIVE VALUES INDICATE DOWNWARD REACTION FROM WIND. MODEL: CAPE ANN (MOD.) r' WALL 114 If 115 plf 115 plf 116 plf 117 pif 12M2 ROOF 251pif 295pff 340p1f 386ptt 432pIf - SITE LOCATION: HYANNIS, MA WALL 115 ff 116 pff 117 pif 118 tt 119 If THRUST BEAM SPANS ARE FOR LATERAL WIND LOAD ONLY.THRUSTBEAMSAREASSLNIDTOBE - .. COUNTY: BARNSTABLE - NCLUDEDINAN OVERALL ROOF SYSTEM 11JATNMUDES RAFTERS SUPPORTED VERTICALLY ATTFE - SIDEWALL BYSEEWALLFEADERSANDATTFERDMBYSTRIG'TURAL RIDGE BEANS. - PORCH NET UPLIFT LOAD(120 MPH VWNDSPEED) ZIP CODE: 02601 PORCH 3112 5112 7112 9112 12112 SEISMIC CATEGORY: B WIDTH PORCH HDR. WALL PORCH HDR.1 WALL PORCH HDR.1 WALL PORCH MDR. WALL PORCH MDR. WALL SNOW LOAD ( 9): 25 PP sf 1 tt 13 pff 91 tt 'i 4'-0° 161 tt 111 tt 12 107 tt 70 tt 129 tt 29 tl 172 tl 90mh WIND SPEED VFM : p � 8'•0" 211 ptl 171 ptl 159 ptt 157 ptt 121 ptt 159 ptt 94 ptl 188 pi( 41 pff245 pff � ) 8'-0" 263 pff 230 pR 197 ptt 210 pff 151 ptt 211 pff 119 pIf 248 ptl 55 pff 320 pff PE NN 101•0" 1 315 ptt 289 p0 237 pff 263 ptt 181 ptt 264 pff 144 ptl 309 ptt 68 pff 397 pff (OLYON 12'•0" 367 ptt 348 ptl 277 ptt 316 tl 212 ptt 311 ptl 168 ptl 370 ptt 80 ptl 474 pff APPROVED HOMES CORPORATION PFS CORP PO Box 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 SEP 2 1 2007 DRAWNG 11111E SHED DORMER APPROVAL LIMITED TO 120 MPH WIND CONNECTIONS FACTORY BUILT PORTION 'm"R" UTE:cLENco 09/18/07 SKET: �I A 9 CHECKER BY: SCALE 1 NTS 9/19/2007 1:40:47 PM l_ .• t PROJECT N0. ?�� SLIDING CONNECTIONS FOR ENDWALLS AND SIDEWALLS 07-093 -- I ALLOWABLE SHEAR FOR ENDWALL AND SIDEWALL SLIDING CONNECTIONS 16d SIMPSON LTP4 w1 SIMPSON MAS wl SIMPSON MASEI wl FASTENER SPACING (0.135"x 3112") (12)8d x 1 112"NAILS (6)1Od x 1.112"NAILS (8)1Od x 1 112"NAILS TOE-NAIL OR USP MP4F wl OR USP FA3 wl 12 8d x 1 1l2"NAILS 6 1Od x 1 112"NAILS 3 in o.c. 288 pff 4 in o.c. 216 pff 6 in o.c. 144 pff 1190 pff 1402 pff 1600 pff 8 in o.c. 108 pff 893 pff 1052 pff 1200 pff DATE DESCRIPTION BY 12 in o.c. - 595 pff 701 pff 800 pff 16 in o.c. 446 pff 523 pff 600 pff 24 in o.c. 298 pff 351 pff 400 pff 32 in o.c. 223 plf 263 pff 300 pff 48 in o.c. 149 pff 175 pff 200 ff 1. ALLOWABLE LOADS INCLUDE A 60% LOAD.DURATION INCREASE FOR WIND LOADING cEI�ING @ ING 6A�Q 2. NAILS: 8d=0.131"0, 10d=0.148"0 � QEIL 3. ANY CONNECTOR USED TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY SHALL MEET THE FOLLOWING: DESIGN UPLIFT DESIGN SHEAR ALLOWABLE UPLIFT + ALLOWABLE SHEAR . } SEE TABLE FOR TYPE AND SPACING DATE PRODUCTION By OF FASTENER (SIMPSON LTP4 SHOWN) F ON—SITE BY OTHERS �CCR e OR BANG CEI�NC BANO BUILDER: KELLY INDUSTRIES 6A�p"D CEI�INQ JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) } SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph a a SIMPSON MAS SIMPSON MASB Fl NQ i L♦ -+ , OR USP FA3 a• CCR @A% AIR 8A. _ L 1 ON APPROVED SEE ALTERNATE FASTENER DETAILS PFS CORP HOMES CORPORATION INSTALLATION IN CONCRETE INSTALLATIOWIN CONCRETE BLOCK FOR CONNECTION TO FOUNDATION END �IA�� PO Box 27, AIRPORT RD, SELINSGROVE, PA 17870 wkL IQE SEP 2 1 2007 (570)374-4004 1(800)788-4754 DRkWM TME ALTERNATE FASTENER rASTENER DETAILS NO E sum MO I FOR CONNECTION . TO FOUNDATION AN p� � N 120 MPH DATE: WIND ooNNECrIONS DRAWN BY: DATE: - 51EET: SILL PLATE MA clFNco 09/18/07 W2� THE CONNECTORS SHOWN. CHECKED DY: SCALE Ms 9/19/2007 1:39:51 PM a PROJECT NO. SERIAL NO. 07-093 ----- ' SHED DORMER CAPE BUILDING SHEARS FOR 60'-0"MODULE(120 MPH WIND) 3 MODULE PITCH WIDTH LOCATION 3112 5112 7112 9112 12112 (FEEY) ENDWALL(WNDINTRANSVERSEDIRECTION) 2ND FLOOR 418p1f 543p1f 589ptt 683ptt 825ptt - 1ST FLOOR 1044 plf 1179 plf 1346 plf 1412 plf 1511 plf 6 2ND FLOOR 236 ptt 281 plf 284 ptt 313 plf 357 ptt SIDEWALL(WNDIN LONGITUDINAL DIRECTION) 1ST FLOOR 647ptt 718p1f 682p1f 713pIF 761p1f - ENDWALL(WIND IN TRANSVERSE DIRECTION) 2ND FLOOR 363 ptt 484 plf 537 ptt 632 ptt 776 ptt - 1ST FLOOR 837 plf 995 plf 1123 ptt 1189 ptt 1290 plf- - 10 2ND FLOOR 23.5 ptt 287 plf 300 ptt 336 ptt 389 ptt SIDEWALL(WIND IN LONGITUDINAL DIRECTION) 1ST FLOOR 630 pB 710 plf 691 ptt 729 ptt 787 plf ENDWALL(WIND IN TRANSVERSE DIRECTION) 2ND FLOOR 326 plf 446 plf 502 ptt 598 ptt 745 plf - 12 1ST FLOOR 722 ptt 873 plf 974 ptt 1041 ptt 1144 pR SIDEWALL(WIND IN LONGITUDINAL DIRECTION) 2ND FLOOR 238 ptt 297 plf. 319 ptt 361 plf 425 ptt - DATE DESCRIPTION BY 1ST FLOOR 622 plf 710 plf- 705 ptt 751 ptt 820 p16 ENDWALL(WIND IN TRANSVERSE DIRECTION) 2ND FLOOR 300 ptt 418 plf 478 ptt 575 pR 724 plf 14 1ST FLOOR 640 plf 786 plf 868 pB. 936 pR 1069 plf - SIDEWALL(WIND IN LONGITUDINAL DIRECTION) 2ND FLOOR 243 ptt 309 plf 339 plf 388 ptt 464 Elf - - 1 ST FLOOR 619 ptt 715 plf 723 pfF 776 plf 857 ptt - - - ENDWALL(WIND IN TRANSVERSE DIRECTION) 2ND FLOOR 281 ptt 398 plf 461 ptt 559 ptt 710 ptt - 16 1 ST FLOOR 579 ptt 721 plf 789 ptt 858 ptt 1014 plf - - SIDEWALL(WND IN LONGITUDINAL DIRECTION) 2ND FLOOR 248ptt 322ptt 361ptt 417ptt 503ptt 1 ST FLOOR 619 plf 723 plf 743 pB 803 ptt 896 ptt NOTES: - 1.REFER TO'TWO STORY'FOR APPLICABLE CALCULATIONS. - - 2.SHEAR VALUES ARE PER MODULE AND ASSUME A SYMMETRICAL'2-BOX'ASSEMBLY. - - - 3.ENDWALL SHEARS ARE BASED ON A MODULE LENGTH OF 60 FEET AND DISTRIBUTED OVER THE MODULE WIDTH. 4.SIDEWALL SHEARS ARE DISTRIBUTED OVER A LENGTH EQUAL TO THE MODULE WDTH.CEILING DIAPHRAGM INTERCONNECTION - ALONG MARRIAGE WALL BY OTHERS. - DATE PRODUCTION BY BUILDER: KELLY INDUSTRIES JOB NAME: SILVERA MODEL: CAPE ANN (MOD.) SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf WIND SPEED (VFM): 90 mph PENN APPROVED (OLYON + FS HOMES CORPORATION (60 BOX 27,- PORT RD, SEIJNSGR(00)788-47 SEP 2 1 2007 0)3744004 54 DRAWING TITRE: APPROVAL LIMITED TO SHED DORMER FACTORY BUILT PORTIOU_j 120 MPH WIND OONNECtM I' DRAWN BY: DATE: . sNEEr: GLENCO 09/1it 8/07 - CHECKED BY: SCARE W2 1 NTS —9/19/2007 1:40:57 PM L .,- PROJECT NO. SERIAL N0. 07-09% ----- SHEATHING DETAIL 7/16" AGENCY RATED SHEATHING TO RAFTER OR TRUSS: DATE BY 7/16" X 1 1/2" 16 GA GALV. STAPLE DESCRIPTION @ 3" O.C. EDGE AND 8" O.C. FIELD CEI� ISO AND 1/2" DRYWALL TO FRAMING: 1 1/2" 11 GA RING SHANK NAILS w/ 7/16". HEADS @ 4" O.C. EDGES AND 7" O.C. FIELD OR 1 1/4" SCREWS 6 GA @ 12" O.C. EDGE p AND 12" O.C. FIELD OR FOAMSEAL @ 1/2" OR gA� BEAD F�O DATE PRODUCTION BY BA�O BUILDER: KELLY INDUSTRIES OEII-ISO S • 7/16" OSB AGENCY RATED SHEATHING TO JOB NAME: ILVERAMODEL: CAPE ANN (MOD.) FRAMING: 7/16" X 1 1/2" 16 GA GALV. STAPLE @ 6" O.C. EDGE AND 12" O.C. FIELD SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE 1/2" DRYWALL TO FRAMING: ZIP. CODE: 02601 1 1/2" 11 GA RING.SHANK NAILS w/ 7/16". SEISMIC CATEGORY: B HEADS @ 4" O.C. EDGES AND 7" O.C. FIELD SNOW LOAD (Pg): 25 psf OR 1 1/4" SCREWS 6 GA @ 12" O.C. EDGE OR Bhp WIND SPEED (VFM): 90 mph AND 12" O.C. FIELD OR FOAMSEAL @ 1/2" BEAD rLO D NOTE: (OLYON . 1 ENN HOMES IN AREAS WHERE THE WIND SPEED IS 110 mph OR GREATER (NJ: 120 mph OR GREATErT��O E HOLD DOWN CONNECTIONS TO REST RTU HOMES CORPORATION 7/16 OSB AGENCY RATED SHEATHING TO BE DESIGNED ON A HOUSE SPECIFIa, BASIS. PO Box 27, ARPORT RD, SELINSGROVE, PA 17870 (5 FRAMING: 7/16" .X 1 1/2" 16 GA GALV. RI NOTE: SEP 2 1 2007 DRAWING T -aooa 1(800)7sa-4754 STAPLE @ 6" O.C. EDGE AND 12" O.C. FIELD HOMES IN AREAS WHERE THE WIND SPEED IS 110 mph OR SHED DORMER GREATER REQUIRE ADDITIONAL HOLD DOffipM"QCLTIffi&lED TO 120 MPH VAND CONNECTIONS RESIST OVERTURNING WITH A CAPA ITS'. Tl5141 L66JILT PORTION DRAWN Ly. GLENCO 098/07 �w w CHECKED ff. SCALE ws 11 9/19/2007 1:40:16 PM L - c Cc)A C-2 . #21�os �j A-4 r-A 6L_,A.A- F