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0377 BEARSE'S WAY - Health
377 'Bearse's Way Hyannis A = 292 024 - -- - — -- _ 1 I 1 i i 1 I No. � —/ r O Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZippYtratton for ;D gpooal bpgtem Con!6truction Permit Application for a Permit to Construct( . )Repair(Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 3S^a-s-S L-Jvo 2 Owner's Name,Address and Tel.No. 1-�`2AN►.1�5 �Mfl �At1L �CIS'S��t�r� Assessor's Map/Parcel p Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �o�pe�arS 't tL SCE 5 HAq ENu, Sv C5 Type of Building• Dwelling No.of Bedrooms I Lot Size 000 sq.ft. Garbage Grinder(tvIA, Other Type of Building Noce No.of Persons �„�c Showers( y) Cafeteria Other Fixtures L-Auwmm kyT k—*"4 S t,s k, Lin w I& Design Flow gallons per day. Calculated daily flow 3 S gallons. Plan Date 31 ;IQ-i 05 Number of sheets I Revision Date Title Size of Septic Tank AIPLO i5a0.21Q\ 14 -110-nak -, Type of S.A.S. a-50a.P01 C.1 n h6?iS Description of Soil - et N-o__�>SCQ �Yy t r4�ture of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisi ns of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has beMied b' this Bo Healt f Signe D 2 Date t> Application Approved by Z Date Application Disapproved for the following rea Permit No. Date Issued r :.i r -`$5f: _ + .,ya,,T u., `� =i. ..ram .'u. T. h:L3,�y .. �F" •+- ..g.-. T rc off'— 4` L K +� •, No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS fication for Zio ogal stem �ongtruction ermit p �p _-; Application for a.Permit to Construct( . )Repair(Upgrade( )Abandon( ) Complete System O Individual Components / - �.. Location Address or Lot No. S-: I- 3�F_PQ_5_S WAY Owner's Name,Address and Tel.No. Assessor's Map/Parcel O 5 A Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. �ober�s Pic �v�CE SNRq ENv, S,4(s. T Type of Building: 4. 3 �J''^' �U d r n Z a C� �° t/"��a�'CPS• 'Dwelling No.of Bedroom's I Lot Size /01 Ooo sq.ft. Garbage Grinder(4 4 Other Type of Building /Voc-,P No.of Persons ��Showers( t/) Cafeteria Other Fixtures L_jA QP-ru¢.\1 , ICt'TC-v �ZrJ Design,Flow gallotis-per day. Calculated daily flow 3 31 S gallons. Plan Date .2)1 a a 1 D S Number of sheets I Revision Date ,L. 4Title Size of Septic Tank Neu-) Soo Ga 1 14`-1 Z�T�rlr. Type of S.A.S. "Soa.SO I Clnc,,n►_' _ Description of Soil \ QQr 'AM46. Nature of Repairs or Alterations(Answer when applicable) Q�n� f c Date last inspected: / rr. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provis ns of Title 5 of the Environmental Code and not to place the system in operation until a Certi cafe of Compliance has been iss ed bIypthis B j dr f Healt ` Signe= tilll ,p 1 � e Date Application Approved bys �I _ o / Date�� JOR Application Disapproved for the following re o s Permit No. Date Issued WeY THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER , that the On-site Sewage DisposaVSyystem Constructed( )Repaired ( )Upgraded(� Abandoned(. )by �� at &C&VSeS n has been constructe4 in accordance with the prrisiions of Tide 5 and the fol Disposal S stem Construction Permit No. Q1Y,5 /0"7. dated 5_1k: &S Installer jLGb1_41/1 Designer < The issuance of this ermit shall not be construed as a guarantee that th system - ll ^ io,ws designed. Date c� �30ZOS Inspector �` _ - . .. ., No.—'— -------------- ———————— Fee——, ` 160, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migpogal *pgtem Congtruction j3ermit Permission is hereby granted to Construct( Repair( )Upgrade( Abandon( ) System located at 371 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructio must b completed within three years of the date of this poet ni Date: Approved by �``�/ TOWN OF BARNSTABLE LOCATION SEWAGE #1;2d:�� d VILLAGE ASSESSOR'S ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO.e i— SEPTIC TANK CAPACITY \LEACHING FACILITY: type) (size) �t- �� )C Q1 NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between.the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 6 ® oo A 4, ...� � 60 l 631 ' -- - 1 Town of Barnstable Regulatory Services Thomas F. Geiler,Director + BARNWABI.E,MASS. Public��� Public Health Division Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 3/30/05 Designer: Shay Environmental Services, Inc. Installer: Robert Septic Services. Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street MA 02536 Yarmouth, MA On 3/25/05 Robert Septic Service was issued a-permit t ,iristall a (date) (installer) septic system at 377 BEARSES WAY, CENTERVILLE, MA_based on a design drawn by (address) Shay Environmental Services, Inc. dated 03/22/05 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. \N OF MgSS9c CARMEN er's Signature) o E. SHAY V) No. 1181 G/STER�o S \0 (Designer's Signature) (Affix Desi Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form s151 / 21��/ 1��. ♦ �<�� Kt� i V `gyp • .:??" ^. '� +rq���,•6 � 310 � �J2s'�0� �:'�fr' '��. •Mn J�. ��! Ml� _ ••r d �r't n + ���'U-��'� �1 9 '( n ���•�i.�'���h •� .7y7 28�. '�3*' r ,y�i' 2q;.r r UZ t ' •fit "~C-�, `'V .v Yµ j:ri/ ^.�+;a,..,y, yl. _}• � yf-. ` t... � � ��d' ,0•, . �� '�.� toy- .Pd � �+.• ��Q �^��i �.. � a . .t •+�. /i ?�•2038 2.9?..OPO: - � ' �,,,.-'�...:..'�•� i i I i I i i 9/16/03 y Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, t�2E hereby certify that the engineered plan signed by me dated 3 QA 6�; concerning the property located at j/ CAS n is meets all of the. following criteria: • This failed system is connected to a residential dwelling only. There.are.no commercial or business.uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct deep test holes and percolation tests at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The.bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information). B) G.W. Elevation +adjustment for high G.W. = a I DIFFERENCE BETWEEN A and B SIGNED : DATE: 3t be Log NOTICE Based upon the above information;a repair permit will be issued for bedrooms maximum.. No additional bedrooms are authorized in the future without engineered septic system plans. gASeptic\percexemp.doc r Permit Number: Date: Completed by: HIGH GROUNDWATER LEVEL COMPUTATION Site Location: Lot No. Owner: ks ddress:_ Contractor:_`7�� tl lr J is. Address: `���MOJk1r\ Notes: STEP 1 Measure depth to water table tonearest 1/10 ft. .............................................................................. .Date month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site:and determine: QAppropriate index well.................................................... M t Q :Water level range zone ..................................................... �L STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well month/year l STEP 4 Using Table of Water level Adjustments for index well (STEP 2A), current depth j to water level for index well (STEP 3), and water•level zone (STEP 2B) determine water-level adjustment i STEP 5 Estimate depth to high water by subtracting the water• level adjustment (STEP 4) from measured depth to water level at site (STEP 1) ............... ..................................,..,....................................................... r; Figure 13.—Reproduclble computation form, 15 ( Job Truss Truss Type aly Ply PENN LYON 212 PA 31835 CC264702 HINGED ATTIC 1 1 PA5542 REF 72124694 Universal Forest Products Inc.,Grand Rapids,MI 49525.A.J.Strong 6.200 a Feb 112005 MITek Industries,Inc.Mon Jul 16 09:06:55 2006 Page 1 13-9-0 1 27-6-0 - - gWn•rrrnar. DETAIL A DHP.-18 �,aununnn.,,, OF NE(.y " OF VF "k,� 13-9-0 Conn.375(tb) 13-9-0 OF M Hy'y p�� F YO O NEW � q 'F..4 a O A f k4 ��r �1 0 1-11Bxi-11B c ? W RF 9 4 ?. ' _ nF_V, a fiLy ���i -'�: y° 6 be ITVP rtnd a lnPlJyy,`rYy2o �t YS Y k y KEVIN $c FREEMAN e*-X NO.8024 Z1*2 12.00 12 .y^ry 0.3.6 .3 L f1 )� :F 103g0o �Q• y-h;STRUCTURAL I ' DHP 18 ij 12 T7 9•. H ` .W O C! S G2 O,-•�`CEN9 0��•4tC DHP78�� DeraL B O•, �F N As�.nc � 5 7 As 4.8 See Bulletin OS-02 h� 0.2689,•Q�c`•CC FQ �8883' �!� `YyONALi%N "�-S$�• for connection details DHP.-18 �.i g. ��1r Aq Pv yAL 4 8 Placement h,,,UN1AL+""„1 OFE99101'E ,ry�p BEH13E W99 yam, B BH1eE . a Or,1 ruunnu,,, ... V,Fn,� �af/4�NWr:A. �.w.:.FRFF 4 4 T $ chP��a�. FR�c�•�i�G ,slO�f� 'S'O �J�;•,� 1 p••.!Ll•9 a� ALTH oil L aEOIBTEBEe Z 6 • B a Optional ?yr 4�' r j t'�a C4U rRur 91DNAL T �+ 14-6-9 Side Step plate -'* ter,' ;-1 *F BEH18D we WBB BEH16D (patent pending 3•ai tir6•• :QR KEVINW.FREEMAN vZ e o 2 039 106'B= :�: 22168U 40 ENGIII ER p�� Wig H .r� �� 2,, o O_v �Q;�a/ KEVIN W. FREEMAN = 4C'p...ENS• G�,.� p. 1� of t�?.:'�? No.034610 • B1 Jts.12&14 Et� ` D. G j 14 12 .nONIA;nli` N S� -o.p Q-• Conn.474(Ib) 13 Conn.469(Ib) g ONAL. 00 Conn.731(ib) A A,_ S�� 0-1-8 6-6-0 13-9-0 21-0-0 27-4.8 27f-0 See A040803(Detail A) e•rSS/ONAL EN��` for S1deStep details "'SOON L 0,S 0-1-8 6-4-8 7-3-0 7-3-0 64-8 0-1-8 Plate Offsets X Y: 2:0.0.11 0.0.0 3:0-0-11 0-1-2 5:0-1-14 0-1-8 :0-1.14 0-1-8 9:0-0.11 0-1.2 10:0-0.11 0-0-0 11:Ed a 0.3.0 SPACING:2.0-0 SPACING:1.4-0 SPACING:1-0-0 SPACING 2.0-0 C91 DEFL In (loc) Well Ud PLATES GRIP LOADING(psf) LOADING(pso LOADING(P30 Plates Increase 1.15 TC 0.55 Verl(LL) 0.34 13.14 >474 240 MT20 1971144 TCLL 16.0 TCLL 24.0 TCLL 32.0 Lumber Increase 1.15 BC 0.59 Verl(TL) 0.32 14 >505 160 Mille 1411138 (Ground 9n..O.0) (Ground Snow-45.0) (Ground Snovv 60.0) Rep Stress Incr YES WB 0.46 Horz(TL) 0.01 11 n/a n/a TCDL 10.0 TCDL 15.0 TCDL 20.0 Code IBC2003ITP12002 (Matrix) Weight:181 lb BCLL 10.0 BCLL 15.0 BCLL 20.0 BCDL 10.0 BCDL 15.0 BCDL 20.0 LUMBER Max Grav 3)Wind:ASCE 7-02;170mph®121n o.c.;h-30ft;TCDL-6.Opsf; 13)Ceiling dead load(5.0 pef)on member(s).34,8.9.4.8 TOP CHORD 2 X 6 SPF No.2'Except' 11 1079(load case 1) BCDL-6.0pah,Category II;Exp C;enclosed;MWFRS gable end and 14)Bottom chord live load(30.0 ps0 and additional bottom chord IN T1 2 X 6 SPF No.2,T2 2 X 8 SPF No.2 C-C Exledor(2)zone;Lumber DOL-1.60 plate grip DOL-1.33.This dead load(0.0 psQ applied only to room.13-14.12.13 'Alternate* T7,T2 2 X 8 LSL Truss Grade FORCES (lb)-Maximum Compreeslon/Maxlmum Tension truss Is designed for C-C for members and forces,and for MWFRS 15)Provide mechanical connection(by others)of trues to bearing T12 2 X 4 SPF No.2,T14 2 X 4 SPF No.2 TOP CHORD for reactions specified. plate capable of withstanding 56 lb uplift at joint 13.339 111 uplift at BOT CHORD 2 X 10 SPF N0.2 1-2 = -10011651 2-3 930I606 4)TCLL:ASCE 7-02;Pg-30.0 psi(ground snow);Ps-16.0 psf(roof joint 1 and 339 lb uplift at joint 11. .f- WEBS 2 X 4 SPF Stud'Except* 3.4 760/793 4-5 a .2771105 snow);Category II;Exp C;Partially Exp.;C0 1;IBC 1607.11.2 16)This truss is designed In accordance with the 2003 International WW BRACING 99 2 X 6 SPF No.2 5-0 1541203 8-7 v -1561200 minimum roof live load applied where required. Building Code section 2306.1 and referenced standard ANSVTPI 1. TOP CHORD 7.8 -2771185 8-9 -7601793 5)Roof design snow load has been reduced to account for slope. 17)This truss has been designed to meet the 2003 IBC Section' . 9.10 930/607 10-11 -10011651 6)Unbalanced snowtoads have been considered for this design. 2308.10.7.1:2003 IRC R802.10.2 Structural wood sheathing directly applied or 6-0-0 oc purllns. BOT CHORD 7)This truss has been designed as per IBC Sect.1605.3.1.1 Load 18)This truss has been designed to meet 2002 BCNYS see 2303.4 BOT CHORD 1.14 - -3871667 13-14 - -3861607 reduction,for multiple live loads. (Building Code of New York Slate). Rigid ceiling directly applied or 6-3-12 oc bracing. 12-13 3861667 11-12 3851667 8)All plates are MT20 plates unless otherwise Indicated. 19)This truss has been designed to meet 2002 RCNYS R802.10.2 WEBS WEBS 9)See BEH18 DETAILS for plate placement- (Residential Code of New York Slate). 1 o at mid 1 4-8 4-8 • -575/879 3-14 - -3011474 10)Provisions must be made to prevent lateral movement of hinged 20)Take precaution to keep the chords In plane,any bending or CTION9 111 9 ze 9-12 - -297/469 member(s)during transportation. twlsting of the hinge plate must be repaired before the building Is D e 7/0-3.8 �H OP 11)See DHP 18 DETAILS for plate placement(DHP18 Patent put Into service. NOTES Pending). 21)Based on CC264701. Z 79/0-3-8 ;'y 1)Wind:ASCE 7.02;120mph @241n o.c.;h-3011;TCDL-3.Opsf; KEVIN w. 12)All additional member connections shall be provided by others for 22)Revision: Lowered TCLL from 600. a�Fforz 0 BCDL-3.opef;Category II;Exp C;enclosed:MWFRS gable end zone FREEMAN forces as Indicated. C '�812 ad case 7) C1V16 end C-C Exlerlor(2)zone;Lumber DOL-1.60 plate grip DOL-1.33. IIB C No.42980 This truss Is designed for C-C for members and forces,and for UNv.r.•I Fora I-Im.,m.. 7e01 EAST BELTLINE RD.NE (p 9 WARNING -Verify parameters and READ FNONe te+e)-]91A161 FAX`8100550M GRAND"209.U14e ad ease 10) �f09TfPF'�H'� MWFR9 for reactions specified. „a�•,,,o,,,,,.,,,•*..,e..ee.,p+.a Wen le•ma.lwo,+ea,*..,e0.commniron.+w ess,s A«...n.v. be,aeo Mw.d.7.smemnr P. . oed case 11) rot-11 2)Wind:ASCE 7-02;147mph®16ln o.c.;h-3011;TCDL-4.5psf: m,soma m.use..rum+•ma..pn.e+mnr..Femmms.•u.e.m.a,..an..wu+7a el TFR-m0i.n+.4eaannb,..a a*w.a Po t.r..ro,nwr.ro, tr Ba n oad case 10) BCDL-4.5psf;Category 11;Exp C;enclosed;MWFRS gable end and .a mamew b,edme.emFOA.rdroe.met.s.awe.a.a.w..p.Ap<s..easraa..pr,F•r•m•t..••oenw•.m.o<Fo.•o•od.^^oenae n.••F^r^e�r or mmm,s Mrav 0� C-C Exterlor(2)zone;Lumber DOL-1.60 plate grip DOL-1.33.This e..1eR.r•Wt-,d-l-.8r.nm de•m b fm bfw„rFxxIl m mlmb m.amm o*.Aaasto,+.l t.m Tbn.ms rom., OBIARr duff emw.00. load ease 13 trues is designed for C-C for members and forces,and for MWFRS 6fr..wmmwv oru,...0-AddM1W F•rme+.Ib. bVdu.ornw.bud..t.uu n.vommmr m u.bwaso d.dgA For o.o 0wd•m,es•rdbV ^e) ) for fe8Ct10n6 specified. Dbd[•imn.eu mT coMd.•+er•eA!!ft.ry,.n.lbn w bra.mp,een,W 09T-0e 0us91y 81w,N,099-e9&•ebe 8pee9k,Ibn.w HIBA1 Nw�p I-IMp w 01-9V 9' (load 1) q...mmeM.9enmeWnbomTrv,•Fn1,ImNuts ee70'OneMePN•Mall. WIe7719 J:t1 erIVM•AB V. •+.• H300S W.UNvmtlFmntPnMW,mc. C O Z • I ` .; TRUSS BREAKDOWN t TRUSS#CC264702 PROJECT#05-319 'Note,this is not a true representation of the truss Rxn 1 Rxn 7 341.5 Pro Rate For 25 Truss Snow Load 45 Balanced Snow Load 17.5 SPACING 0; 12" O.C. GV 16" O.C. 0 24" O.C. WEIGHT DISTRIBUTION TCLL 24 PSF TCDL 15 PSF BCLL 15 PSF BCDL 15 PSF - AppROVAt LIMITED TO LOADING ¢AC-foRY BUILT PORTION Rxn 1 0 PLF LL Rxn 1 0 PLF DL NOV 14 2005 Rxn 7 74 PLF LL Rxn 7 69 PLF DL ``���nnrrrrui�,,� N011 ZH OF MASS ENBL cn No•41131 P Q , HA �FSS100 APPROVED PFS CORP NOV 0 1. ?nPq APPROVAL LIMITED TO FACTORY BUILT PORTION Multi-Loaded Beamf 99 BOCA National Building Code(97 NDS)1 Ver:6.00.81 Bv: craiq simpson , penn lyon homes on: 10-27-2005 : 1:35:26 PM. Protect: 05-319M- Location: RCB1 (W=Rxn 13 Truss CC264702) Summary: (5) 1.5 IN x 9.25 IN x 23.67 FT /Gang Lam 2950 Fb-2.OE-Louisiana Pacific Section Adequate By:0.7% Controlling Factor: Moment of Inertia/Depth Required 9.23 In *Lvl's over 7 inches wide require special consideration by the design professional. *Section may not be readily available. *Laminations are to be fully connected to provide uniform transfer of loads to all members Center Span Deflections: Dead Load: DLD-Center= 0.65 IN Live Load: LLD-Center— 0.53 IN=U538 Total Load: TLD-Center— 1.18 IN=U242 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 876 LB Dead Load: DL-Rxn-A= 1073 LB Total Load: TL-Rxn-A= 1949 LB Bearing Length Required(Beam only, support capacity not checked): BL-A= 0.25 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 876 LB Dead Load: DL-Rxn-B= 1073 LB Total Load: TL-Rxn-B= 1949 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.25 IN Beam Data: Center Span Length: L2= 23.67 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 0.0 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= 74 PLF Dead Load: wD-2= 69 PLF Beam Self Weight: BSW= 22 PLF Total Load: wT-2= 165 PLF Properties For: Gang Lam 2950 Fb-2.OE-Louisiana Pacific Bending Stress: Fb= 2950 PSI Shear Stress: Fv= 290. PSI Modulus of Elasticitv: 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= 11533 FT-LB 11.835 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= 1832 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= 39.63 IN3 S= 106.95 IN3 Area(Shear): Areq= 8.24 IN2 A= 69.38 IN2 Moment of Inertia (Deflection): up,L LIMITED TQ Ireq= 491.30 IN4 AppRO, 1= 494.66 IN4 FACTOR( BUI,LT PORTION A 20G5 �eoSH OF MA KURT sue', STENBERG No.4113i _ APPROVED PF8 CORP CHA IA C�4' NOV 0 i ?nng APPROVAL.LIMITED TO FACTORY BUILT PORTION Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)]Ver:6.00.81 By: craig simpson , penn lyon homes on: 10-27-2005 Project:05-319M-Location: RCB1 (W=Rxn 13 Truss CC264702) Summary: (5) 1.5 IN x 9.25 IN x 23.67 FT /Gang Lam 2950 Fb-2.0E-Louisiana Pacific Section Adequate By: 0.7% Controlling Factor: Moment of Inertia/Depth Required 9.23 In SHEAR, MOMENT,AND DEFLECTION DIAGRAMS Load combination shown: Controlling Shear/Moment/Deflection Diagrams 2000 1949 Ibs @ 0 ft 1000 Shear (Ibs) 0 -1000 -2000 -1949 Ibs @ 24 ft 20000 11533 ft-Ibs @ 12 ft 10000 Moment (ft-Ib) 0 -10000 -20000 2 -1 Deflection (in) 0 1 2 1.175 in @ 11.8 ft Center Span =23.67 ft Controllinq 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 =23.67 ft Reactions APPR AL LIN11TED TO Live Load Dead Load Total Load Uplift Load ��ti��"'�rrrr'ru,, FAC RY BUILT PORT10N A 876 Lb 1073 Lb 1949 Lb 0 Lb ���` ��H OF fti4A�� B 876 Lb 1073 Lb 1949 Lb 0 Lb ``�ya`�� KtlRT �yG� , N O V yl 4 2005 � s Center Span C = a ' iEMBE • - 1 Uniform Loading APPROVED _ No.4110 e Live Load Dead Load Self Weight Total Load pFS CORD W -74 Plf 69 Plf 22 Plf 165 Plf cF�SSIHA ��G % NOV O 1 2on.9 APPROVAL LIMITED TO FACTORY BUILT PORTION r P Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoflware Version 3.6 Release 1 Data filename:R:\Residential Projects\2005_Series\300's\05-319\05-319.rck PROJECT TITLE:PROJECT#05-319 CITY:Hyannis STATE:Massachusetts HDD: 6137 ApPFtoVAL LIMITED TO CONSTRUCTION TYPE: 1 or 2 Family,Detached HEATING SYSTEM TYPE:Other(Non-Electric Resistance) FRO�O Y BU.LT PORTION WINDOW/WALL RATIO:0.09 NOV 14 DATE: 10/27/05 DATE OF PLANS: 10/21/05 �� OF f4A0 t4'% PROJECT DESCRIPTION: a� T BUILDER-KELLY INDUSTRIES STE,,,18 RG U i N CLIENT-LOPEZ#2 ` -o.41131 Q COMPLIANCE:Passes . .Maximum UA=349 �..,.�`�'�/bsr�����,,•• Your Home UA=273 21.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door e ' ete -Value -Value U- acto UA Ceiling 1:Flat Ceiling or Scissor Truss 1214 30.0 0.0 42 Wall 1:Wood Frame, 16"o.c. .1168 19.0 0.0 57 Window 1:Vinyl Frame:Double Pane 139 0.320 44 Door 1:Glass 40 0.500 20 Door 2: Solid 22 0.230 5 Door 3: Solid 20 0.160 3 CAPE SECTION WALLS: Wood Frame, 16"o.c. 920 30.0 0.0 45 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1214 19.0 0.0 57 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 RES checkVersion 3.6 Release 1 (formerly MECchecl and to comply with the mandatory requirements listed in the RES checkInspection Checklist. APPROVED The heating load for this building,and the cooling load if appropriate,has been determined using i ie applicPFRA-- and Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall�94o gefte2nn5 APPROVAL LIMITED TO FACTORY BUILT PORTION n than 125%of the design loa specified in Rections 780CMR 1310 and J4.4. Builder/Designer Date !c'11-2 7 �� ApPp,OVAL LIMITED TO FACTORY BU}LT PORTION � V t LuJ `���• OF , EF STE�r V ERG N _ No.41131 .h APPROVED PFS CORP NOV 0' 1 2nn9 APPROVAL LIMITED TO FACTORY BUILT PORTION REScheck Inspection Checklist Massachusetts Energy Code REScheckSoftware Version 3.6 Release 1 DATE: 10/27/05 PROJECT TITLE:PROJECT#05-319 Bldg. 1 Dept. 1 Use 1 1 Ceilings: [ ] 1 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation 1 Comments: I 1 Above-Grade Walls: [ ] 1 1. Wall 1: Wood Frame, 16"o.c.,R-19.0 cavity insulation 1 Comments: [ ] 1 2. CAPE SECTION WALLS: Wood Frame, 16"o.c.,R-30.0 cavity insulation Comments: 1 Windows: [ ] 1 1. Window 1:Vinyl Frame:Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features:. 1 #Panes Frame Type Thermal Break? [ ]Yes[ ]No APPROVAL LIMITED Two 1 Comments: FACT ,oRY BUILT PORTION I Doors: 0V 1 - L r 0�[ J 1 1. Door 1:Glass,U-factor:0.500 epeeeuur►trrrrrr�� I Comments: AN1 (Nr MA�`Q„'''�. [ ] 2. Door 2: Solid,U-factor:0.230 ` Comments: A. [ ] 3. Door 3: Solid,U-factor: 0.160 Comments: �f�o.49?3i� ` hFcHA za��� O G Floors: FFSSf01yf~���, [ ] I 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation 1 Comments: 1 Air Leakage: [ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. [ ] When installed in the building envelope,recessed lighting fixtures 1 shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture 1 and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 1 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfin(0.944 1 L/s)air movement from the the conditioned space to the ceiling cavity. The li —ttng r DROVED shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be 1 ibeled. PFS CORP NOV 0 1.. 2005 APPROVAL LIMITED TO FACTORY BUILT PORTION Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: [ ] Materials and equipment must be identified so that compliance can be determined. [ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [ ] Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: [ ] Ducts shall be 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,shall be 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 must provide a means for balancing air and water systems. Temperature Controls: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be 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: [ ] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [ ], All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: - [ ] HVAC piping conveying fluids above 120 OF or chilled fluids below 55 OF must be insulated to the levels in Table 2. FgOPROVAL LIMITED TO OF,'( BUILT PORTION V 14 2905 OF MA A. STENSEFtG Niv.41i31 APPROVED �f PFS CORP CHA kAN NOV 0 1 20119 .. .... "`'� APPROVAL LIMITED TO FACTORY BUILT PORTION 1 - Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating_Runouts Circulating Mains and Runouts Temperature(F) U12 to " Up to 1.25" 1.5"to 2.0" Ove ' " 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 Ran2e 2"Runouts 1"and Less 1.25"to 2" 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, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Department Use Only) AppROVALLIMITED TO Fp�CTORY BUILT PORTION ``e`�t�titeSttrr►aer►,►��� �S�``` P�9/d,�S,o�,�•,�� s = APPROVED STEN4'8ERG _ PFS CORP No.41131 N-) NOV 0 1 2005 �Ff ccU� APPROVAL LIMITED TO FACTORY BUILT PORTION TOWN OF BARNSTABLE LOCATION 2T tl' - �f�cfi r\A/Y� -- SEWAGE #�-e��j �.0� 11 VILLAGE �� ASSESSOR'S MAP & LOT o2 —Oo2 INSTALLER'S NAME&PHONE NO. v SEPTIC TANK CAPACITY —0 r F LEACHING FACT MT: ty2 (size) �t G o�� NO,OF BEDROOMS 3 ."� ���� ��,/ 'Vr-- `PI. BOILDER OR OWNER PERMITDATE: COMPLIANCE-DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 1 t / a. a TOWN OF BARNSTABLE -L-OCATION SEWAGE # —k _? U L/ V1LtXgE ASSESSOR'S MAP & LOTS INSTALLER'S NAI E&PHONE NO. SEPTIC TANK CAPACITY LE,&gE 1G FACILITY: type) (size) C NO.OF BEDROOMS ^ BUM-DER OR OWNER PERMIT DATE: _COMPLIANCE DATE: E 6 Separation Distance Between.the: Max imum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist 7 within 300 feet of leaching facility) _ _ - Feet Furnished by ' b l , � 31 : HYANNIS ROUE 28 LOCUS 0 m EXISTING II SEPTIC SYSTEM II W SHOWN PER TIE CARD TO REMAIN) UPOLE II n F� II A.M. 292 z II � PAR. 25 O��QI CD II LOCUS MAP PLAN REF: NO PLAN (SEE- NOTE) fTl II DEED REF; 1�9741/166 / /0 \ 0 ZONING: RB /'� / i� ASSESSORS MAP 292 PAR. 24 O y / �� I. FLOOD ZONE: C" per\ \ v/ / / I GROUNDWATER .PROTECTION O�\ // ^ y/ I DISTRICT: "AP" EXISTING A.M. 292 HOUSE,,, �� �i�O o II PAR. 35 #377 MP�N2� CB/NAIL TO BE RAZED i. G9, i II <' SO.a II PLOT PLAN CB/DISK p .; : / -o � rn II �(� \ j y� i, i i i �� v/iF�N y II LOCATED AT: M. 292 `J-' G �'� �� �' II 377 BEARSES WAY PAR. 24 . `scp�����/ tk��� �'' II H YAN.N I S, MA. AREA=7,313t .S.F. PREPARED FOR: KY M . LOPE 00 r-1 "" DECEMBER 2005 0 18" MAPLE ' #371 A.M. 292 PAR. 99 A.M. 292 SCALE: 1 =20' PAR. 23 5�-h;�n SHED Q MacDougall Surveying .J. w © � �ov�'� & Associates P.O. Box 2428 Mashpee, Ma. 02649 ph. (508)419-1086 fax. (508)419-1087 NOTE: LOT LINE WERE COMPILED FROM PLAN 105. 53 F2 & DEED .DIMENSIONS, ITS RECOMMENDED THAT A PLAN SUITABLE email: @Comcmacdoast.net rvey C�Dcomcast.net . FOR RECORDING AT THE REGISTRY OF DEEDS BE MADE. SHEET 1 J# 1018 3�7 �fer w � �_W1zuA, (,�� a 1,,,,A,.� ,ecl 31_J 4� a?at,,p:�G 7 DESIGN CRITERIA BUILDING INFORMATION ENERGY PROVISIONS PROJECT No. SERIAL No.---- 05-319 PENNCONSTRUCTION TYPE:5B WOOD FRAME FLOOR AREA: 1ST FLOOR: 1214 SQ FT RESCHECK ANALYSIS SHALL BE PROVIDED TO THE LOCAL BUILDING OFFICIAL WITH �CQ APPLICABLE CODES - MASSACHUSE7Ts USE GRWP:R4 2ND FLOOR:623 SO FT EACH SUBMISSION. J I MA fuel /Gos / Plumbing Code (!1OLYON IMPORTANCE FACTOR: 1.0 TOTAL 1837 SO Fr GROUND SNOW LOAD:Pg=25 PSF VOLUME:1ST FLOOR:9712 CU FT MA State Building Code, 6th Edition FLOOR LIVE LOAD: 40 PSF 2ND FLOOR:4984 CU FT SITE WORK 1993 BOCA Notional Mechanical Code w Amendments FLOOR LIVE LOAD(SLffPWG AREAS):30 PSF TOTAL• 14696 CU FT SITE WORK TO INCLUDE ALL FOUNDATION WORK, ANCHORING SYSTEM,SERVICE CONNECTIONS, CORRIDOR LIVE LOAD: 100 PSF HEIGHT ABOVE GRADE:24'-4 3/4'STORIES SETTING & LEVELING OF THE UNITS, COMPLETION OF SIDING & ROOFING THAT IS NOT 2005 National Electrical Code w MA Amendments COMPLETED AT FACTORY, COMPLETION OF INTERIOR TRIM WHERE NECESSARY, COMPLETION OF BALCONY LIVE LOAD: 60 PSF OR 100 PSF 23--8 3/4'SILL TO RIDGE ALL MODULE INTERCONNECTIONS (ELECTRICAL, WATER, DWV), COMPLETION OF ALL WALKWAYS, STAIR LIVE LOAD: 4o PSF 100 PSF OCCUPANCY LOAD:1214/200= 6 PER 1ST FLOOR RAMPS, RAILINGS, EXTERIOR LIGHTING, ECT. HOMES CORPORATION WALL LIVE LOAD: 22 PSF(90 MPH) 623/200=3 PER 2ND FLOOR 39 PSF(120 MPH) TYPE OF FIRE ALARM: PHOTO ELECTRIC S/D THE ENCLOSED DRAWINGS AND SPECIFICATIONS JHEREINAFTER REFERRED TO AS THE i 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 AND ARRANGEMENT AND IS INTENDED TO SHOW THE PLH BUILDING MODULE IN CAPE SYSTEMS ROOF DEAD LOAD 17 PSF DATE DESCRIPTION BY 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 10/20/05 SUBSETS MEB WIND SPEED:Vys=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 WRITIEN AUTHORIZATION FROM PLH. THIS SUBSET IS PROPRIETARY AND SHOULD BE KEPT MANUFACTURER THIRD PARTY SEISMIC USE GROUP: 1 TYPE OF FUEL BURNING EQUIPTMENT: CONFIDENTIAL. ANY UNAUTHORIZED USE OF THIS SUBSET IS PROHIBITED. PENN LYON HOMES INC. PFS CORPORATION SEISMIC DESIGN CATEGORY:C ON-SITE BY OTHERS PLH WILL BE CONSIDERED AS A SUBCONTRACTOR IN ALL BUILDING PROJECTS, SUPPLYING PO BOX 27 AIRPORT RD. 2877 SKATEFOWN ROAD Sds(MAX) = 1.17g TYPE OF CHIMNEY AND VENTING SYSTEM: A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. SEUNSGROVE PA 17870 BLOOMSBURG PA 17815 SOIL SITE CLASS:D DIRECT VENT GAS FIREPLACE THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE. (570)374-4004 (570)794-8396 SEISMIC PROVISIONS: EXEMPT ALL DIMENSION LINES AND NOTES SUPERSEDE ANY SUCH REFERENCE. (800)788-4754 INTERIOR FLAME SPREAD:NOT GREATER THAN 200 CERTIFICATION NUMBER: MCQ 020 AUTHORIZATION NUMBER:TPIA1 02 EXPIRATION DATE 4-30-06 EXPIRATION DATE 4-30-06 GENERAL NOTES INDICATES DRAWING INDEX INDICATES DRAWING INDEX THIRD PARTY APPROVAL STAMP 1. IF ANY DISCREPANCIES EXIST BETWEEN THE APPROVED DRAWINGS AND THE SPECIFICATIONS, INCLUDED INCLUDED THE APPROVED DRAWINGS SHALL GOVERN. SHEETS SHEEP DRAWING TIRE DATE REV SHEETS SHEET DRAWING TITLE DATE REV d, 2. ALL EGRESS OPENINGS SHALL HAVE A MINIMUM OF 20'W X 24'H WITH A CLEAR OPENING X Al COVER SHEET 2/2/05 X S17-S18 SHED DORMER SIDE WALL JAMBS 2/2/05 p OF 5.7 SF. SILL HEIGHT SHALL BE A MAXIMUM OF 44°ABOVE FINISH FLOOR. EGRESS % Al.1-A1.6 SPECIFIC HOUSE PLANS 2/2/05 X S19 SHED DORMER SIDE WALL COLUMNS 2/2/05 �n \ OBTAINED FROM NORMAL OPERATION OF WINDOW. X A2-A3 TYPICAL MODULE ARRANGEMENTS 2/2/05 X S20 SHED DORMER END WALL HEADERS&COLUMNS 2/2/05 CL d 3. ATTIC ACCESS SHALL BE A MINIMUM CLEAR OPENING OF 22' X 30"AND BE PLACED NEAR E a THE MATING SIDE OF THE MODULE. X A4 TYPICAL 2-BOX FIRST FLOOR PLAN 2/2/05 X S21 SHED DORMER SIDE WALL STUDS 2/2/05 4. ANY FLOOR PLAN MAY BE REVERSED. AS TYPICAL 2-BOX SECOND FLOOR PLAN 2/2/05 % S22 2-BOX ROOF SYSTEMS 2/2/05 Q ~ DATE PRODUCTION BY 5. MINIMUM HABITABLE ROOM SIZE IS 70 SF. MINIMUM DIMENSION IS 7'-0°. X A6 DOOR&WINDOW SCHEDULES 2/2/05 % S23 RAFTER TABLES 2/2/05 Fs �. 11.2 6. FURNITURE IS SUPPLIED BY OTHERS. X A7 BAY/BOW WINDOW OPTIONS 2/2/05 X S24 OVERHANG DETAILS 2/2/OS <[ 7. ALL PROJECTIONS SUCH AS BAY AND BOW WINDOWS, WALK OUT BAYS, ETC., ARE INSTALLED % A8 INSULATION SCHEDULE 2/2/05 S25 OPTIONAL ROOF SYSTEMS B -C 2/2/05 f� =ON SITE (OPTION TO BE INSTALLED BY PLH). 8. END SIDING IS INSTALLED ON-SITE. OTHERS ARE RESPONSIBLE TO PROVIDE AND INSTALL % A9 TYPICAL KITCHENS 2/2/05 S26 OPTIONAL HIP ROOF SYSTEM F 2/2/05 CID CU BUILDING PAPER WITH 4° MINIMUM LAP OVER SHEATHING FOR WEATHERPROOFING MODULES. X AID TYPICAL BATHROOMS 2/2/05 S27 OPTIONAL TRANSVERSE HIP ROOF SYSTEM G 2/2/05 CJ BUILDER: KELLY INDUSTRIES BOTTOM ROW OF SIDING IS TO BE INSTALLED ON-SITE. O N U 9. ALL HANDRAIL AND GUARDRAIL IS PROVIDED AND INSTALLED ON-SITE BY OTHERS. (OPTION X A11 HOUR FIRE SEPARATION DETAILS 2/2/05 S28 OPTIONAL WEDGE HIP ROOF SYSTEM H 2/2/05 V JOB NAME: LOPEZ #2 TO BE PROVIDED AND/OR INSTALLED BY PLH). GUARDRAILS ARE REQUIRED ALONG ALL OPEN Al2-A14 GARAGE FIRE SEPARATION DETAILS 2/2/05 S29-S30 HIP BEAM AND RAFTER TABLES 2/2/05 �) SIDES OF STAIRS, STAIRWELLS, BALCONIES, ETC. A MINIMUM OF 36°ABOVE THE FLOOR (34° A15-A16 FIRE SEPARATION ASSEMBLIES 2/2/05 S31-S32 OPDONAL VAULTED RAFTER ROOF SYSTEM 2/2/05 LeL u MODEL: CAPE CORAL MINIMUM ON STAIRS). VERTICAL OR HORIZONTAL RAILS SHALL PROHIBIT PASSAGE OF A 4" % A17 TYPICAL 2-BOX ELEVATIONS 2/2/05 S33 OPTIONAL ROOF DORMER 2/2/05 a TE LOCATION: HYANNIS, MA SPHERE. HANDRAILS ARE REQUIRED ON BOTH SIDES OF STAIRS AT MINIMUM OF 30'ABOVE % E1 TYPICAL 2-BOX ELECTRICAL PLAN 2/2/05 S34-S35 OPTIONAL CHIMNEY 2/2/05 a THE NOSING AND A MAXIMUM OF 38'ABOVE THE NOSING. % F1 TYPICAL 2-BOX FOUNDATION PLAN 2/2/OS S36 OPDONAL PORCHES 2/2/OS _� COUNTY: BARNSTABLE 11. RAIN GLITTERS AND LEADERS ARE PROVIDED AND INSTALLED I ON-SITE BY OTHERS. X MI TYPICAL 2-BOX HOT WATER BASEBOARD PLAN 2/2/05 S37 OPTIONAL WALK OUT BAY BUMPOUT RAFTER ROOF 2/2/05 11. VINYL OR ALUMINUM VENTED SOFFIT PROVIDED BY PLH AND INSTALLED ON-SITE BY OTHERS. / � n� � ZIP CODE: 02601 (OPTION TO BE INSTALLED BY PLH). X M2 TYPICAL 2-BOX ELECTRIC BASEBOARD PLAN 2/2/05 S38 OPTIONAL BOLT-ON BUMPOUT WINDOW SEAT 2/2/05 C o 12. ALL EXTERIOR LIGHTS ARE INSTALLED ON-SITE (OPTION TO BE PROVIDED BY PLH). X P1 TYPICAL PLUMBING DETAILS 2/2/05 X S39 TYPICAL STAIR DETAILS 2/2/OS SEISMIC CATEGORY: B 13. CORNER POSTS MAY BE INSTALLED IN THE FACTORY BY PLH OR ON-SITE BY OTHERS. X P2 PLUMBING NOTES 2/2/05 X S40 FIELD SHEET 2/2/05 < 14. PLUMBING ACCESS PANELS WILL BE PROVIDED PER APPLICABLE CODES. X P3 TYPICAL 2-BOX DWV PLAN 2/2/05 X S41 FASTENING SCHEDULE 2/2/05 06/24/05 SNOW LOAD (Pg): 25 psf 15. FINISH CONSTRUCTION FOR THE ROOF INTERSECTIONS (PEAKS RUNNING PERPENDICULAR) IS G THE RESPONSIBILITY OF OTHERS. X P4 TYPICAL 2-BOX PLUMBING SCHEMATICS 2/2/05 X S42 MISCELLANEOUS FASTENING 2/2/05 LL '' WIND SPEED (V3s): 90 mph 16. ALL METAL SIDING MUST BE GROUNDED PER ARTICLE 250 OF N.E.C. (ON-SITE BY OTHERS) X St 2-BOX CROSS SECTION 2/2/05 X WI-W18 90 MPH WIND CONNECTIONS 2/2/05 ) P" 1 - 17. ALL STRUCTURAL MEMBERS SHALL MEET OR EXCEED THE MEMBERS SPECIFIED BY THE S2 RAFTER ROOF SYSTEM 2/2/05 W19-W36 120 MPH WIND CONNECTIONS 2/2/D5 PENN STRUCTURAL ENGINEERING CALCULATIONS AND BE GRADE STAMPED. 05 RA OR F£�"}�1(P BUILT18. BATH FAN/LIGHT TO PROVIDE AN AIR EXCHANGE OF 50 CFM (85 CFM (RI)). KITCHEN X S3 FLOM GIRDER&FOUNDATION LOADS 2/2/05 W37-W54 SHED DORMER 90 MPH WIND CONNECTIONS 2/2/ F5O+�RTIO� EXHAUST FAN TO PROVIDE AN AIR EXCHANGE OF 100 CFM. X S4 MARRIAGE WALL HEADERS&BEAMS 2/2/05 W55-W72 SHED DORMER 120 MPH WIND CONNECTIONS 2/2/05 (OLYON FASTENING SCHEDULE. 19. SHOWER AND TUB/SHOWER PROTECTION SHALL BE PROVIDED PER CABO. X S5 MARRIAGE WALL COLUMNS 2/2/051d ' 20. FASTENING OTHER THAN THAT SHOWN ARE TO BE IN ACCORDANCE WITH THE IRC STANDARD g SIDE WALL HEADERS 2/2/05 4 200� �` 4t1�11rl/rM ��, 21. FOAM SEAL GYPSUM BOND-2100 SYSTEM IS APPLIED IN ACCORDANCE WITH MANUFACTURES X S7-S8 SIDE WALL JAMBS 2/2/05 ���ti ,�� H0 $ CORPORATION 22. INSTRUCTIONS. DUPLEX OPTION, UNITS ARE SEPARATED BY A ONE-HOUR OR TWO ONE-HOUR WALLS X S9 SIDE WALL COLUMNS 2/2/05 ��\ �F� �JASj' ��'�i PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 WITH AN STC RATING EQUAL TO OR GREATER THAN 45. X S10 END WALL HEADERS&COLUMNS 2/2/05 e�� ��ti URT /� (570)374-4004 1(800)788-4754 23. ALL SPECIFIC FLOOR PLANS WILL BE EXTRACTED FROM THESE APPROVED SYSTEMS. % S11 SIDE WALL STUDS 2/2/05 O J' ' 24. CERTIFICATION LABEL LOCATIONS FOR THE STATE LISTED ABOVE: PFS LABEL, STATE OR IBC S12 SHED DORMER CROSS SECTION 2/2/05 _: NBEF'v oluw�Hc 1me LABEL AND DATA PLATE: LOCATED AS INDICATED ON SPECIFIC FLOOR PLANS. S13 SHED DORMER FLOOR GIRDER&FOUNDATION LOADS 2/2/OS - c� STE - M 25. ANY HOME IN A SNOW ZONE GREATER THAN 3OPSF UP TO 6OPSF SHALL BE BUILT TO - A;p, d1 31 = 6OPSF SPECIFICATIONS. ANY HOME IN A WIND ZONE GREATER THAN 9OMPH UP TO 120MPH S14 SHED DORMER MARRIAGE WALL HEADERS&BEAMS 2/2/05 SHALL BE BUILT TO 120MPH SPECIFICATIONS. S15 SHED DORMER MARRIAGE WALL COLUMNS 2/2/05 .o DRA"W:MJB "ATE-' 2/2/05 5H�' A 65 TOTAL INCLUDED SHEETS ' c�`n �G i=(`KC% /1 S16 SHED DORMER SIDE WALL HEADERS 2/2/05 HA N/�� NTS ��,' �.CS `V\ �� CHECKED HY: SG1LE: 10/27/2005 2:16:50 PM PROJECT NO. SERIAL NO. 05-319 ----- APPLICABLE CODES - MMSACHUSE17S MA Fuel / Gas / Plumbing Code MA State Building Code, 6th Edition 1993 BOCA Notional Mechanical Code w Amendments 2005 National Electrical Code w MA Amendments CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT t,s DATE DESCRIPTION BY 09/30/05 REVISIONS CMG 101 t05 SUBSTES MEB FTTI ' T G GRADE IGRADE FRONT ELEVATION LEFT ELEVATION CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT DATE PRODUCTION BY APPROVAL LIMITED TO FACTORY BUN LT PORT11dN BUILDER: KELLY INDUSTRIES j�t�V 142005 JOB NAME: LOPEZ #2 MODEL: CAPE CORAL SITE LOCATION: HYANNIS, MA , COUNTY: BARNSTABLE OF ik ` TQ9��1. ZIP CODE: 02601 SEISMIC CATEGORY: B ® _ C> ' - SNOW LOAD (Pg): 25 psf s i♦?o. 41 131 WIND SPEED (V3s): 90 mph LLU 9 PENN GMDEI GRADE GRADEP GRADE LYON REAR ELEVATION RIGHT ELEVATION APPROVED HOMES CORPORATION PFS CORP PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)786-4754 NOTES: NOV 0 ?nn� DR♦WINGPnL- 1 . ELEVATIONS ARE SUGGESTIVE ONLY. APPROVAL LIMITED TO EIDA7 N PLM 2. ALL EXTERIOR RAILINGS, DECKS, AND ACCESS TO GRADE BY OTHERS FACTORY BUILT PORTION DRAWN BY: DATE' sREer: OPF 09/21/05 3. SEE SALES AGREEMENT FOR ALL MATERIALS AND SPECIFICATIONS. �NEO a�: s 1 A1 .1 --- 8" = 1—0" 10/27/2005 2:54:59 PM PROJECT NO. SERIAL NO. 05-319 ----- STANDARD NOMENCLATURE FOR APPLICABLE CODES - USSACHUSE17S DESIGNED MEMBERS RW CLB CEILING BEAM MA Fuel / Gos / Plumbing Code MA State Building Code, 6th Edition CL1 CEILING JOIST — 1993 BOCA National Mechanical Code w Amendments COL COLUMN (♦ DCS DRAG STRUT 8'-10' 11-3 i M. 8'-7 1 2• 2005 National Electrical Code w MA Amendments FLG FLOOR GIRDER HDR: (3) 2X8 SPF 2 HDR: (3) 2X8 SPFJ2 FCH FLOOR/CEIUNG BEAM 2852 6068L W/(3ATSEACHREND STUDS 24210 2852(2) W/(3ATS EACH RENDTUDS FLB FLOOR BEAM FLr FLOOR JOIST 11'—i — HDR HEADER 12° HLB HEEL BEAM HPB HIP BEAM i `� 3" RADON VENT DATE DESCRIPTION BY RFT RAFTER mu �TH#1 0 3" MAIN E0 3" MAIN NTN 09/30/05 REVISIONS CMG RCB RIDGE BEAM N l 2" FUTURE ENT 10/20/05 SUBSETS MEB RCB ROOF CEILING BEAM ����� *2 ��G �0� N ��'J N RCJ ROOF CEILING JOIST °i ib o i THB THRUST BEAM `� I m ROUGH PLUMB TO ATTIC: °� �5 TRANSVERSETRB �'� 3 i (2) 3/4°SUPPLIES (1) 3" DRAIN EAM N (2) 3/4° HWBB VTB VAULT BEAM •' 26681P SUPPLY do RE URN WCOL WIND COLUMN co ttj Q-2X10 WALL to 0 4a6 A4'-O � ' _RCBt: 5 1.5 X 9.25" LVIL N — — `" us a1P• W/ (5) SUPPORT STUDS ONE END 3 Im — (4) 2X10 SPF#2 SUPPORT STUDS 2i3 EiEc g z GABI,B Lums 26681P _ — ® INTERIOR WALL END — WALL 7—4 1 2 ON RCB1: (5 1.5 X 945 LVL — — W/ (5) SUPPORT STUDS EACH END RIGHT GARB 5068BF a� (STREET SIDE) 2 1/2•FeL DATE PRODUCTION BY. N OI p�/�' � ° E VLiiL\/ M) RKIROOM #1 DINING ROOM N \ o I BUILDER: KELLY INDUSTRIES Foylut c" c1 �& o JOB NAME: LOPEZ #2 00 UP ao `v MODEL: CAPE CORAL PAUNGS mcny By OTHM 2 1/2•Flu SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE 15'-6" "' 116-1�\ W12 0 11 ZIP CODE: 02601 2852 2852 3068 2852 24210 SEISMIC CATEGORY: B 4'-4 1 2° o• B'-10 1 2° 8'-10 1 2 4'-2 1 2" SNOW LOAD (Pg): 25 psf WIND SPEED (V3s): 90 mph ANT PENN NOTES: FLOOR 1. 2x6 EXTERIOR WALLS, @ 16" O.C. GIRDER OLYON 2x4 INTERIOR WALLS, @ 16" O.C. LOCATIONS 2x4 MARRIAGE WALLS, @ 16" O.C. APPROVED HOMES CORPORATION 2. 12/12 TRUSS ROOF, 16" O.C. O O O O O O PFS CORP PO BOX 27, AIRPORT RD, SELINSGROE, PA 17870 3. 8'-0" CEILINGS NOTE: ``````� rrnn,��,,��° (570)374-4004 1(800)788-4754 4. SUPERSEAL DBL HUNG WINDOWS W/GRILLS ALL MARRIAGE WALL CEILING BEAMS WITH A SPAN OF 5'-6" OR LESS ARE ` s�`<��tH OF �A``S9C °' NO V O 1 ?nnq ow�wNc m� 5. HOT WATER BASEBOARD HEAT (1) 2x10 SPF #2. ALL OTHERS ARE SPECIFIED ON THE PLAN. ® URT J, FLOOR PLANT S T.?�N` �F�G = APPROVAL LIMITED TO 6. FLOOR GIRDER TO BE (2) 2x12 SPF#2 PER MODULE ` � owWr+ar: oa>E SHMT., ALL LOAD BEARING EXTERIOR WALL HEADERS WITH A SPAN OF 5'-2" OR LESS ARE - _ FACTORY BUILT PORTION DPF 09/21/11 7. 9 1/4" WOOD "I" JOISTS @ 16° O.C. - No.4 i 131 - (3) 2x6 SPF #2. ALL OTHERS ARE SPECIFIED ON THE PLAN. cxEa1m�'`__ 1s° �� '� /� A ` L11711 10/27/2005 2:55:57 PM °, `ICN�A\��`a ��`� FACTORY BUILT PORTION Ni 00 V 1 2005 PROJECT NO. SERIAL NO. 05-319 ----- APPLICABLE CODES - MASSACHUSE17S MA Fuel /Gas / Plumbing Code MA State Building Code, 6th Edition A A'-0° 1993 BOCA National Mechanical Code w Amendments 2005 National Electrical Code w MA Amendments DATE DESCRIPTION BY 09/30/05 REVISIONS CMG 10/20/05 SUBSETS MEB CV N � aT '2 12 PROPOSED 2ND FLR FLOORPLO NOTE: FINISHED ON-SITE BY OTHERS C AND APPROVED LOCALLY o I I . T� 3-0 "' DIN DATE PRODUCTION BY z� BUILDER: KELLY INDUSTRIES JOB NAME: LOPEZ #2 MODEL: CAPE CORAL SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE :2 "' ZIP CODE: 02601 SEISMIC CATEGORY: B APpROVAL. LIMITED TO SNOW LOAD (Pg): 25 psf FACTORY BUILT PORTION WIND SPEED (V3s): 90 mph NOV 14 2005 PENN ,o,,,,,,,,� �P _ _ _ _ (OLYON ;R' APPROVED HOMES CORPORATION ��yyF_RG PFS CORP (57)3742 ART RD, SELINSGR(000)7aB14854 �uTE: No. 131 NOV 0 1 znng ROM MILL ,C) :,.4. :� 2ND FLIt PU1N P /G� APPROVAL LIMITED TO %,�SS�ONA�.`����,•�`' FACTORY BUILT PORTION °w °Y` DPFDAM 09/21/05 5H A •3 /-1 CHECKED°Y: SCl�LE: _ --- 1 4" = 1—0 10/27/2005 2:50:15 PM PROJECT NO. SERIAL NO. 05-319 ----- APPLICABLE CODES — MASSACHUSETTS REAR MA Fuel/Gas/ Plumbing Code MA State Building Code, 6th Edition r XL •H•° 1993 BOCA National Mechanical Code w Amendments' 2005 National Electrical Code w MA Amendments AFC IG BATH#1 00 oarE DESCRIPTION#2 I G B LIVING ROOM I 10/25/05 UNE ELECTRICAL JAY HALL —' I I I IG L XL 11• Ci AC DC °G°I — — I 2X3 ELEC WALL ' H' SO L _ - - - -- i q KALL — AC DC �, 026•AFF LEFT — — — — — 7 °H° SO 14-3 M BSMT+ — %AMP — � GABLE H a� I-- —— —, RIGHT — — — — — — q I GABLE J J°Q �- '�• IM CHEN/ I - L DUO iG ROOM L °X° DATE PRODUCTION BY BEDROOM #1 n OYER I DEUER J CHEN III BUILDER: KELLY INDUSTRIES L I III JOB NAME: LOPEZ #2 °�• .�. FOYER I ° ,III °e MODEL: CAPE CORAL NOTE: MA=PHOTO ELECTRIC SMOKE DETECTORS AFCI E° B° E oP SITE LOCATION: HYANNIS, MA NOTE: HWBB HEAT XL GFl COUNTY: BARNSTABLE SMOKE DETECTORS ARE AFCI PROTECTED •�,� K 11TH/sa �s ZIP CODE: 02601 200 AMP MAIN PANEL SEISMIC CATEGORY: B a DT FlION WG DEsar DN eREac we - APPROVAL LIMITED TO SNOW LOAD (Pg): 25 psf WASHER OMEML MA 12 FRONT FACTORY BUILT PORTION Q Swa MA 12 M WfiR(OPROKA4 WA 10-3 WIND SPEED (V3s): 90 mph D GENERAL UMNG 15A 14 N RMIGE 40A 8-3 NOV 14 2005 F DMMC 20A 12 Cr--DISHWASHER OPTIONAL 20A 12 PENN G GENERAL EIGIONG 15A 14 0 GENERAL UGHIING 15A 14 14 g CAPE aRa1R 20A 12 2a 12 S CAPE aRCIAf 20A 12 /� ,/G e���1E111►it/)�//// GDO& YTazo NDGD APPRO a MI74 (OLYON N - GENERAL UGHDNG 15A l4 • - PFS CORP � .�� ��� KURT 9�j��� HOMES CORPORATION NOVs �I ��o - S�Ct�'� ZG - PO BOX 27,AIRPORT RD.SEIJNSGROVE, PA 17870 Y i _ _ (570)374-4004 1(800)768-475a No. 44.131 APPROVAL t;l IT5Q 70 A DRAWING ME. .F JbN c-ccCH�NNGP��, ELECw.&.RM F�G% ORAn BY'. MEB ' 10/20/05 1 S"- --- 3 16•= 1•-0• A1 .4 11/7/2005 12:49:20 PM PROJECT NO. SERIAL NO. HOT WATER_BASEBOARD HEAT 05-319 ----- ROOm (1scF100r)BFm X LL 9Alli1 LNHofpA em1 FOV6IKIG@ ONNG APPLICABLE CODES - MASSACHUSETTS ,466m SD FTG 1^ _ •126 82 62 216 ,69 _ 336 f— �Ezf Wall(Fn f _25,83 6.5 _,).83 305 2825 _ d191 7� 3' 10, MA Fuel /Gas / Plumbing Code 9 -_8■._._._. _8� -._._.-8®. ...8■ _ � I MA State Building Code, 6th Edition 1993 BOCA National Mechanical Code w Amendments r Area Loss(UxA Ama L. (UxA)t Area Loss(UxA) Area Loss UxA Area ( � )� r .T.__..._., ...-.�..._. F ._.I ( 1.�. .Loss UZAJArea ^•_ Loss(UxA O_ F O ( 03T 3082� 96 1 00 0.0; rrpo o s 8006 __-482_3. 2005 Notional en 0t � - 0 AT # o ooioogl ___r oa 00 O 3.11 00119.61 50 03 i 0055�-_17582 97 12 07( 5488j 30l 19356h� ,U6L-._,79.77(.___.9-st - z9o2,1 so; BEDROOM #2 12 00. -5488 0.0 19358. 00 179771 O`01,^� 2902,� OOI LIVING ROOM -1 � •• - 00491 126F 621 82 40� 62 30L 2161 106~ 169r 83, --3361 165� HALL I O -"' - T 126 Ob 82 OOr 62 0.0 216� 00�- 169�� 00 336E O.Oj Ceiling(U� I 1 — ` �'— r DATE DESCRIPTION BY l _.-- ---- - OE- 128 _ 0 0 82 -_.0 0 62� 0.OF _. 216'-_•-- 0.0_ 169;__� 0 0 336��--- 0 01 t...-._ _._.. 1 -.. .-.._._._...._. O.Oi"_.T82; 00 62; O.Or- --216y OOj_"_ 0.0; _ ._.._._ 1llnfillfatiOrf Vol me Volume r Volume 1 Vol me I Volume r Volume + 0.016j-`1008' __-,_16s 656 10; 496' 8 1728- 28. 1352' 22" 26881 43' 7otaltU x A) i 4z fi 1s s2 s4 —88; Design Temp.". _— .73 iHeatLosstUzAxTJ_ 3335 1379 1317 4944 43d7 70391 - - - - - - - r- - -- -- k-- ------ --- — --- _.._.7 _ __ 1 -'V3 _ ~10 9 __..1d; EQTCHEN/ o DINING ROOM p BEDROOM #1 FOYER ° DATE PRODUCTION BY FF 7-7 i O BUILDER: KELLY INDUSTRIES JOB NAME: LOPEZ #2 MODEL: CAPE CORAL SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE APPROVAL LIMITED TQ ZIP CODE: 02601 FACTORY BUILT PORTION SEISMIC CATEGORY: B N O V 14 2D05 SNOW LOAD (Pg): 25 psf WIND SPEED (V3s): 90 mph o````11111rItilll//����� N OF M��'� PENN J, s LYON A. S T E��EERG � NQ- a��'� HOMES CORPORATION APPROVED PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 '- 9C €CNR NAG �`� •�' PFS CORP (570)374-4004 1(800)768-4754 �, S10NF1 `• NOV 0 Inn 1 2j2•: .,r`71.. :>•(11` DRAN,NG 711LF: HOT WATER BAISEBM HEAT PLAN APPROVAL LIMITED TO FACTORY BUILT PORTION MEB 10/20/05 � KED CHEC H7: u: A1 .5 --- 3 16' = 1'—O' 10/27/2005 2:51:02 PM J c PROJECT NO. SERIAL NO. 05-319 ----- APPIXABLE CODES - MASSACHUSE77S MA Fuel/Gas / Plumbing Code MA State Building Code, 6th Edition 1993 BOCA National Mechanical Code w Amendments 2005 National Electrical Cade w MA Amendments - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - - -- I r DATE DESCRIPTION BY • I I 8"X 16" PILASTERS REO'D AT 12' 0"O.C. MAXIMUM I WHEN BACKFILL EXCEEDS 5' 0"W/ 8"BLOCK I I 6 0"W/ 10"BLOCK 7' 0"W/ 12"BLOCK I I I I I I I I _ _ _ _ _ _ 6'-0' I I I I r � F- � F- --IF- � F- --I -1 F- e I I - - I--�- } ��- - — L_ —� -�� - —F -0 F- - —�- -o-- F- - —I- 1I r1 — J L_ — J — J L — J L — J L J L— � I I I I CONCRETE FOOTING DIMENSION I I I TO BE DETERMINED BY OTHERS PER I I I I 3 1/2" STEEL COLUM LOCAL SOIL CONDITIONS& CODES I 1 I DATE PRODUCTION BY I I I I I I BUILDER: KELLY INDUSTRIES 1/2" STEEL ANCHOR BOLT AT 2 X 6 OR 2 X 8 CONT. SILL PLATE I FASTENED TO FOUNDATION WALL I I JOB NAME: LOPEZ 2 I 6' O.C. MAXIMUM AND WITH 1/2"X 16"ANCHOR BOLTS I � 12" MAXIMUM FROM END OF I I MODEL: CAPE CORAL EACH PIECE OF MUDSILL I L I VERIFY WITH LOCAL CODES DRAWN AS 10" BLOCK I I SITE LOCATION: HYANNIS, MA I I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I COUNTY: BARNSTABLE _ _ _ _ _ _ _ _ _ _ _ _ _ _ I ZIP CODE: 02601 - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - J SEISMIC CATEGORY: B Appp.;OVAL LIMITED TO SNOW LOAD (Pg): 25 psf fACTOR'f BUILT PO ION WIND SPEED (V3s): 90 mph TES: 14 1 THIIS FOUNDATION IS SUGGESTIVE ONLY. �� 2005 PENN ACTUAL PLAN IS SUBJECT TO LOCAL SOIL CONDITIONS AND CODES. o`" MA LION 2. PLH IS NOT RESPONSIBLE FOR MATERIALS ` �ya�P�Zt10F t�A 'i APPROVED PFS CORP HOMES CORPORATION �� �� K A �� PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 AND CONSTRUCTION IN THIS DRAWING. o S i EN$F-I;G ri3 (570)374-4004 1(800)788-4754 NOV 0 1 2009 NO.41 131 MANG rme r��cQ�c� APPROVAL LIMITED TO FOUNDATION PLAN FACTORY BUILT PORTION ��� �F .,_ �� �,• GHnwN or: DATE., SHEET: ON At tC-„`,` MEB 10/201/05 CHECKEDAl E f: SCALE, --- 3 16" 10/27/2005 3:23:42 PM PROJECT NO. SERIAL NO. FLOOR PLAN NOTES: o 1) HABITABLE ROOMS SHALL BE 70 SF (MIN). WITH MINIMUM HORIZONTAL DIMENSION OF 7'-0'. 2) KITCHENS SHALL BE 50 SF(MIN). WITH MINIMUM HORIZONTAL DIMENSION OF 5'-0'. 40--0' 6W-O'UMMUM 3) NATURAL LIGHT BASED ON 87. OF FLOOR AREA 4) NATURAL VENT BASED ON 4% OF FLOOR ARIA 8'-3 1 2' 5'-0 t 2' 5) ONE HABITABLE ROOM OF AT LEAST 120 SF SHALL BE PROVIDED IN EACH DWELLING. SAFETY 6) MINIMUM CEILING HEIGHT IN HABITABLE SPACES, HALLWAYS, CORRIDORS, BATHROOMS,AND LAUNDRY ROOMS 3046(2) 24210 GLAZED 3046 24210 SHALL � 7'-0' vi71�. 7) SLEEPING ROOMS SHALL BE PROVIDED WITH (MIN) ONE EMERGENCY ESCAPE EGRESS WINDOW.zEiig 1 8) ALL EGRESS OPENINGS SHALL HAVE A MINIMUM OF 20"W X 24'H WITH A CLEAR OPENING OF 5.7 SF. SILL SEE SPAN GIAR15 FOR HEADERS Y-6 3 I77PI HEIGHT SHALL BE A MAXIMUM OF 44'ABOVE FINISH FLOOR. EGRESS OBTAINED FROM NORMAL OPERATION Tb OF WINDOW. N Q 9) SAFETY GLAZING REQUIRED AT THE FOLLOWING: A) IN DOORS, WINDOWS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, BATHTUBS, AND SHOWERS. r -j �' `r GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM DATE DESCRIPTION BY I o o 3. 4 EXPOSED EDGE OF THE GLAZING IS LESS THAN 60"ABOVE A STANDING SURFACE. HJin= /1 1. .:•,' ^� B) IN AN INDIVIDUAL FIXED OR OPERABLE PANEL WINDOWS ADJACENT TO A DOOR WHERE THE NEAREST q ROOM AREAL 155 SO.FT. 11� EXPOSED EDGE OF THE GLAZING IS WITHIN A 24'ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A .' REQUIRED LIGHT. 12.4 i; A s ROOM AREAL 196 SO.Fr. CLOSED POSITION AND THE WALKING SURFACE. EXCEPTIONS:PROVIDED LIGHT: 22.82 REQUIRED LIGHT: 15.68 APPROVAL REQUIRED VENTILATION. 62 t. ____ LIMI PROVIDED LIGHT: 22.61 =' I)PANELS WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER PROVIDED VENTILATION: 11.44 I - _ REQUIREDWL4FIO VENTILATION: 5.8 II)WHERE ACCESS THRU THE DOOR IS TO A CLOSET OR STORAGE 3'-0-OR LESS IN DEPTH FACTORY HATS PROVIDED vENnLAT1ow 2s.e1 C) IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN IN THOSE LOCATIONS DESCRIBED IN '� IJ�_ PRECEDING, WHICH MEET ALL THE FOLLOWING CONDITIONS: h V 1) EXPOSED AREA GREATER THAN 9 SQUARE FEET IV-11 3 4' '-t 1 4 II) EXPOSED BOTTOM EDGE LESS THAN 18 ABOVE THE FLOOR lnnrppr m III) EXPOSED TOP EDGE GREATER THAN 36'AND ABOVE THE FLOOR OF •' 26681P 26681P - - 26681P SEE SPAN CHARTS FOR BEAMS IV) ONE OR MORE WALKING SURFACES WITHIN 36'HORIZONTALLY OF THE PLANE OF THE GLAZING D) ADJACENT TO STAIRWAYS, LANDINGS' AND RAMPS WITHIN 36' HORIZONTALLY OF A WALKING SURFACE a WHEN IT IS LESS THAN 60"ABOVE THE FLOOR ' E)ADJACENT TO STAIRWAYS WITHIN 60' HORIZONTALLY OF THE BOTTOM TREAD (AND THE TOP TREAD. $ IA�� -' - 200DIRC) OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN = c� 60'ABOVE THE NOSE OF THE TREAD. 668 26681P 10) STAIRS DESIGNED WITH 8 Y' MAX RISE AND 9' MIN TREADS. (SUSSEX COUNTY, DE: 8' MAX RISE, 9' MIN TREAD, 1' NOSING) OPTIONAL STAIR GEOMETRY OF 7 V MAX RISE AND 10' MIN TREADS MAY BE 90 ' H6DE001[ IlVING BOON REQUIRED PER LOCAL AMENDMENTS. PLH WILL ADJUST ACCORDINGLY. OPENINGS AND/OR LOCATION FOR q ROOM AREA 123 R. ROOM AREA 207 SO.FT. • 9 1 STAIRS MAY VARY AS PLAN DESIGN VARIES. STAIR DETAILS FOR INDIVIDUAL PLANS WILL BE AVAILABLE UPON m •' REQUIRED LIGHT: 9.84 Iq, g 1O REQUIRED LIKE, 16.56 �s O REQUEST PROVIDED LIGHT: 11.41 N "' BS R= #3 �.. PROVIDED LIGHT: 22.82 0 � •.... REQUIRED VENTILATION: 4.92 ROW AREA 93 SQ.FT. REQIARED VENTILATION: 8.28 11) ADDITIONAL MODULES MAY PROVIDE GARAGE SPACE. A FIRE SEPARATION WALL AND A FIRE RATED DOOR DATE. , PRODUCTION BY PROVIDED VENTILATION: 5.72 REWIRED LIGHT: 7.44 v+ PROVIDED VENTILATION: 31.14 WILL THEN BE REQUIRED. GARAGE SHALL BE SEPARATED WITH Y2' MIN GYPSUM BOARD OR%'TYPE "X" PROVIDED LIGHL 11.4E GYPSUM BOARD AS REQUIRED PER INDIVIDUAL STATE. • REQUIRED VENTILAVENTILATION: 5.2 12) SMOKE DETECTORS INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA, IN EACH SLEEPING SPACE AND ON h v EACH FLOOR LEVEL INCLUDING BASEMENTS AND CELLARS. BASEMENT.SMOKE DETECTOR WIRED BY FACTORY g AND INSTALLED ON-SITE BY OTHERS. ACTIVATION OF ONE SMOKE DETECTOR ACTIVATES ALL SMOKE 9'-to 1 2' DETECTORS. SMOKE DETECTORS DIRECTLY CONNECTED TO A AFCI GENERAL LIGHTING CIRCUIT WITH NO BUILDER: PENN LYON HOMES SEE SPAN CHARTS FOR HEADERS INTERVENING WALL SWITCH (DE NOTE: SMOKE DETECTORS TO BE ON DEDICATED NON Cl CIRCUIT WITH MECHANICAL LOCK-OUT ON BREAKER.) JOB NAME: - 3046 3046 3068 3046(2) 13) FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS BOTH VERTICAL AND HORIZONTAL. MODEL: CAPE SYSTEMS _ _ _ _ _ 14) FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED, AND SHALL BE INSTALLED IN ACCORDANCE SITE LOCATION: - WITH THE CONDITIONS OF IT'S LISTING. 15) FACTORY BUILT FIREPLACES SHALL BE TESTED W ACCORDANCE WITH UL 127-1996. COUNTY: - 16) FUEL FIRED WATER HEATERS INSTALLED ON-SITE BY OTHERS PER THE WATER HEATER'S LISTING 17) DWELLING UNITS SHALL BE SEPARATEED FROM EACH OTHER BY WALL AND/OR FLOOR ASSEMBLIES OF NOT ZIP CODE: - LESS THAN 1-HOUR FIRE-RESISTIVE RATING. SEISMIC CATEGORY: MECHANICAL NOTES: RI NOTE: 18) BUILDING LOCATION SHALL COMPLY ALL LOCAL.AND STATE CODES. -1) BATH VENTILATION PROVIDED BY FAN / LIGHT COMBINATION (50 CFM MIN) (85 CFM FOR RI) i. SMOKE DETECTORS ARE WIRED IN THE FACTORY. 19) CO DETECTORS INSTALLED PER INDIVIDUAL STATE REQUIREMENTS. SNOW LOAD (Pg): - psf 2) KITCHEN VENTILATION PROVIDED (100 CFM MIN) FINAL LOCATION IS TO BE DETERMINED BY 20) TYPICAL LAYOUT SHOWN. NUMBER OF HABITABLE ROOMS MAY INCREASE OR DECREASE. AS ROOM SIZES 3) ATTIC VENTILATION PROVIDED BY GABLE OR CONTINUOUS RIDGE VENT. FREE AREA SHALL BE THE LOCAL FIRE MARSHAL. VARY, SIZE AND NUMBER OF WINDOWS VARY TO MEETNATURAL LIGHT AND VENT REQUIREMENTS. SEE PAGE WIND SPEED (V3s): - mph 1/150 OF THE ATTIC AREA. FREE AREA MAY BE REDUCED TO 1/300 OF THE ATTIC AREA IF 2. ALL FANS ARE VENTED TO THE EXTERIOR. A3 FOR EACH WINDOWS ABILITY TO PROVIDE LIGHT AND VENT. 50% OF THE REQUIRED VENTILATING AREA IS LOCATED 3' (MIN) ABOVE THE EAVE OR CORNICE 3. HOUSE TO RECEIVE AIR INFILTRATION BARRIER. 21) FLOOR PLAN DESIGN AND ORIENTATION MAY VARY FROM TYPICAL LAYOUT OR STANDARD FLOOR PLANS. WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. ADDITIONAL MODULES MAY BE ADDED OR DELETED. FLOOR PLANS MAY BE ROTATED AND/OR REVERSED IN PENN 4) CRAWL SPACE VENTILATION PROVIDED ON-SITE BY OTHERS. FREE AREA SHALL BE NOT LESS PA NOTE: EITHER DIRECTION IN PART OR IN THEIR ENTIRITY. ANY SUCH VARIATIONS OR MODIFICATIONS WILL BE THAN 1 SQUAB FOOT FOR EACH 150 SQUARE FEET OF FOUNDATION SPACE. NET AREA MAY BE PENN LYON HOMES, AIRPORT RD., SELINSGROVE PA, 17842. ACCOMPANIED BY INDIVIDUAL FLOOR PLAN AND ELECTRICAL DRAWINGS AS SUPPLEMENT TO ANY AND ALL REDUCED TO .1 SQUARE FOOT FOR EACH 1500 SQUARE FELT OF FOUNDATION SPACE WHERE AN CERTIFIES THAT THIS (------) IS NOT A MANUFACTURED SUBMISSION AND CODE REQUIREMENTS. T APPROVED VAPOR RETARDER IS INSTALLED OVER THE GROUND SURFACE. VENTS SHALL HAVE HOME SUBJECT TO THE PROVISION OF THE NATIONAL 22) EACH DWELLING SHALL HAVE A MINIMUN OF ONE SIDE HINGED EXTERIOR DOOR OF 36- WIDTH. (OLYON MANUALLY OPERABLE LOUVERS. MANUFACTURED HOUSING CONSTRUCTION AND SAFETY 23) FOR CRAWL SPACE CONDITION THE PRESENT STAIRWELL WILL BECOME THE MECHANICAL AREA FOR WATER 5) GAS PIPING INSTALLED ON-SITE BY OTHERS. STANDARDS ACT AND IS- HEATER AND WASHER. HOMES CORPORATION 6) FUEL BURNING APPLIANCES INSTALLED PER MANUFACTURER'S INSTRUCTIONS ON-SITE BY OTHERS. (1) DESIGNED ONLY FOR ERECTION OF INSTALLATION ON A SITE- 24) ANY FLOOR WITH OVER 1200 SF OF LIVING SPACE REQUIRES 2 SMOKE DETECTORS. PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 7) CONTINUATION OF FLUE THROUGH ATTIC AND FLOOR SPACES ON-SITE BY OTHERS. BUILT PERMANENT FOUNDATION. 25) BATH AND KITCHEN LAYOUTS ARE SHOWN AS TYPICAL. LAYOUTS WILL VARY IN AREA AND WITH APPLIANCES (570)374-4004 1(800)788-4754 8) OIL PIPING INSTALLED ON-SITE BY OTHERS. (2) NOT DESIGNED TO BE MOVED ONCE SO ERECTED OR INSTALLED AND FIXTURES INSTALLED. BATHS AND KITCHENS WILL BE INSTALLED IN COMPLIANCE WILL ALL REFERENCED 9) OPT WOOD BURNING FIREPLACES FACTORY INSTALLED PER MANUFACTURER'S INSTALLATION (3) DESIGNED OF MANUFACTURED TO COMPLY WITH PA INDUSTRIALIZED STANDARDS (ANSI, ASSE,ASME, ASTM) MOM TML. INSTRUCTIONS. FLUE COMPLETED ON-SITE BY OTHERS. HOUSING PROGRAM. TYPICAL 2-BOX FIRST FLOOR PLM 10) OPT GAS FIREPLACES FACTORY INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. (4) TO THE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE APPROVED USED OTHER THAN ON A SITE BUILT PERMANENT FOUNDATION. FLUE COMPLETED ON-SITE BY OTHERS. ffArPR � $ ZOO5 DRAWN BY: YJB ��' 2�� �. A4 IFS CORP. PROJECT N0. SERIAL NO. INSULATION SCHEDULE 2x4 EXTERIOR WALL R 0 INS AREA R 0 FRAMED AR A ?xa cxYcalna WAIT W / R-21 R 0 INS AREA R 0 FRAMED AREA {'VOM INSIDE AR FILM 4'W YL INSIDE AR FILM 68 SWING 1/2'GYPSUM 1/2'GYPSUM 0.68 0.6a y� ,/f GYPSUM 0.45 0.45 R-13 FG UISUTATION 0.45 0.45 1/r GYPSUM P-19 FG INSULATION 0.13 0.{S 2x4 FUSSING I6'OR 24'OC 13M 0.00 7/I6'RATED 2T6 FRAYIIC IY OR 24'OC 7/1V RATED R-13 FC W/VD 0.00 4.37 SHEAR" R-21 FG W/VB 7/18'RATED SFI OR 2 OJIO 6.88 ' SHEATHING 7/�18'�RATED SHEATHING 0.55 0.55 1RM 055 0.55 AIR NFLTRATNN 0.00 0.00 0..00 0.00 BIJRIFIT 2X6 STUD 0 I6'OR 24'D.C. ���FLU ,Ii� �L AR INFILTRATION 2x8 S11A 0 IB'OR 24'O.C.���FILL �' (.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 - - R 0 INS AREA R 0 FRAMED AREA 4•VINYL SWING NODE AR FILM 0.68 0.68 4'VINYL SIDING INSIDE AR FILM 0.68 OAS 1/2'GYPSUM 0.45 0.45 I/Y GYPSUM 0.45 0.45 1/2'R-MAX 1/2•GYPSUM R-13 FIG INSULATION 1100 0.00 I/Y GIPSUM R-21 FG W/VB 21.00 on INSULATION 20 FRAJAING IV OR 24'OC 0.00 4.37 1/2'R-MAX INSULATION R-21 FG W/VB 2X6 FRAMING Ir OR 24'OC Om 6.88 7/I6•RATED R-13 FG W/V9 7/IB'RATED SILATKM 0.55 0.55 7/1V RATED SHEATHING 0.55 0.55 QATE DESCRIPTION BY SNFATIING 1/2'R-WX INSULATION 160 160 7/I6•RATED SHEATHING R-W INSULATION VINYL smDls 0.00 0.� Iwm 0.0000 0.0 AR INFILIPATION 2X6 STUD O IV OR 24'O.C. GIRSIDE AR FILL 017 BARRIER -Tgw- �_ AIR IEML�� 2X6 STUD 0 16.OR 24'OC OUTSIDE AR FILM 017 -017 Tmr (.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'VINYL.SUNG INSIDE AR FILM0.68 0.68 4'VOM SIDING INSIDE AIR FILM 1/2' 0.68 1/2'GYPSUM 0.45 0.45 1/2•GYPSUM 0.45 0.45 1/Y GYPSUM R-13 FG INSULATION 1/2'GYPSUM R-21 FC INSULATION 13.00 0.00 I'R-MAX INSLATpN 21.00 0.00 1•R-W7I INSULATION 2x4 FRAMING 16'OR 24 OC 0.00 4.37 �FRAMING 8'RATED IC OR RING•OC 0.00 0.65 R-13 FG W/VB 7/18'RATED SHEATHING 0.55 0.56 1/1C RATED R-21 FG W/VB 1•R-WX I SULARON 7.20 7.20 SHEARING 1'R-MAX INSULATION 720 7.20 7/16'RATED SHEATHING VINYL SONG 0.71 O.00 VTNYL SWING 0.00 OAO AR INFILTRATION 2X6 STUD 0 IV OR 24'0.C. OIIFS®E AIR FILM -nm- -TIV27 BARRIER -war 0 0 INFlL 2X8 STUD 0 IV OR 24'OC OUTSIDEAIR FILM 0 0�1- BARRIER (.033 X .85) + (.060 X .15) (.044 X .8.011+ - U X .15)048 .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'VWL INSIDE AIR SWING �GYPSUMM LM 0.45 0.45 INSIDE AIR FILM Q81 00..61 I/2•GYPSUM R-19 FG INSULATION 19.00 0.00 -30(91 FG W/VB R 30 FG INSULATION 0.45 1045 7/16'RATED 2X6 FRAMING 16.OR 24'OC 0.00 6.88 q SNEAIHNC R-I9 FG W/VB 7 IB'RATED SHEATHING 0.55 0.55 2X4 FRAMING IV OR 24'OC 4.37 E E- vINYL SD)ING 0.00 0.00 31.6 3rsT APPROVAL LIMIT4D TQ AIR INFL BARRIER 2x8 s11D O IV OR z4•ac OUTSIDE AIR FLU -0.177 -0.17 ACTORY BUILT PORTIO 1/2'GYPSUM . (.046 X .8. + (.105 X .15) (.031 X .90) + = U X .10) NOV I 20Q5 - 2x4 BOOMCHplm o Is'OR 24•OC DATE PRODUCTION BY R® INS AREA R 0 FRAMED AREA 2ND FLOOR ROOF /CEILING R 0 INS AREA R 0 FRAMED AREA 4'VINYL SWING ROM AR FILM 0.68 0.68 INSIDE AR FILM 0.61 0.61 1/Y GYPSUM p45 0.45 OUTSIDE AR FW 0.61 0.61 11111EnI11/1!7!// 1/2'R-IAX INSAA90N IR219�FC W VB X6 FRAMING 1VSHE OR 24* *OC 0.00 6m OSS OSS -J8(12O fC W/VB p/ 38.00 26.91 \\\\2-GYPSUM OL45 0.45 ``V OF MA, //''''i 7/16•RATED SHEATHING I/r R-WX INSULATXRI 160 3.60 2x4 FRAMING ts'OR 24'oc - -; `� N �'q�fG'-.' BUILDER: PENN LYON HOMES VINYL SOW 0.00 0.00 I AR ODILR 2X8 STUD, IV 24'OC OlI1SDE AR FILM 0 JOB NAME: B -Mr -,�� /2.GYPS141 z a_ A. BARRIER �ER (.040 X .85) + (.077 X .15) (025 X .90) + (.030 X .10) = ci STENBEERr u� .034 + .012 = U .046 4 BOTTOM awRO 0 16'OR 24'OC _ = c� MODEL: CAPE SYSTEMS 2X6 EXTERIOR WALL& 1' R-� R 0 INS AREA R 0 FRAMED AREA �B R 0 INS AREA R 0 FRAMED AREA No.41 13y - 4.vHNn sv>Nc INSIDE AR FILM 08e ose Q SITE LOCATION: 1/Y GYPSUM /3Y RATED SHEAHING OBE AR FILM 0.92 0.92 .00 1'R-IlO1 BlSILATUIN 1/r GYPSUM R-19 F6 INSULATION 0.45 0.45 23/32'PLED SHEATHING 0.93 0.93 ins' yQ,.��=H�4 � � COUNTY: - 7/16'RATED R-19 FG W/ve �AMING RATED SHEATTHHING 0Om o:s55 R-19 FOUTSIDE G INSULATION ta�� o •'.�, S'3Iv^NAB- .�\ - 0.00 2XIO FTwING o 1s•OC Om 11.56 '� ZIP CODE: LM SHEATNOC 1'R-MAX INSULATION 7.20 1.20 21.77 4.33 '��.... ;•�I WM s1oNs 0.00 0.00 ID Jolsr 1s oc SEISMIC CATEGORY: - AR INFlL11NAl1fIN OUTSIDE AIR FILL 0.17 0.17 2X6 STUD 0 16'OR 24'OC -, - -�- BARD (.035 X .85) + (.060 X .15) -19 FG IS W/V8 (.045 X .90) + (.069 X .10) SNOW LOAD (Pg): - psf .030 + .009 = U .039 .041 + .006 = U .048 EL44B R 0 INS AREA R 0 FRAMED AREA WIND SPEED (V3s): - mph 23/32•RATED SHEATHING INSIDE AR FILM 0.92 0.92 23/3Y RATED SHEATHING O.Ai 0.93 PENN R-70 FG NSIWION 30.00 0.002xto FRAMING ac °-�-0.00 11.56 c o 4)LYON 2XIO JOIST 0 16'OC OUTSIDE AR�L 14.W R-70 FG INS W/%9 (.030 X .90) + (.069 X .10) .027 + .006 = U .033 `V HOMES CORPORATION PO BOX 27, AIRPORT RD, SEIJNSGROVE, PA 17870 INSULATION LEVELS DETERMINED BY RESCHECK ANALYSIS. (570)374-4004 1(800)788-4754 RESCHECK ANALYSIS SHALL BE PROVIDED TO THE LOCAL BUILDING A P R 1 8 2005 °R"WI"°'"E,WS1lAT10N saimulE OFFICIAL WITH EACH SUBMISSION. 0 R P. ORAWN BY, Tus DATE 2/2/05 E 7 NTs I A8 i PROJECT NO. SERIAL NO. SHEATHING SHEATHING DATE DESCRIPTION BY SEE SPAN CHARTS FOR HEADERS SEE SPAN DOTS FOR HEADERS INSTALL INSULATION ' INSTALL INSULATION 2x2 URGER 4 2x2 LEDGER rn b, z_ a 2'-0" MAX " � 2'-0"MAX PROJECTION ;o PROJECTION I a ;o I i , TYPICAL PRE—MANUFACTURED BAY/BOW WINDOW CROSS SECTION DATE PRODUCTION BY AppROVAL LIMITED TO FACTORY BUILT PORTION BUILDER: PENN LYON HOMES PLYWOOD BOTTOM ���r � � LQQJ� JOB NAME: — MODEL: CAPE SYSTEMS 2x2 LEDGER ``a``o 111111 Arrrr��' SITE LOCATION: — ` F1q OF COUNTY: — TOP VIEW CUT CUT 0 45 DEGREES KURT Gc ZIP CODE: — ® 45 DEGREES — STENIBERG = SEISMIC CATEGORY: CUT(2) = = I_.. .....I (1)ANGLED LEFT �a° `�1 i31 SNOW LOAD (Pg): — psf { 4 (1)ANGLED RIGHT �� 14 ^(/y Alt�(` WIND SPEED (V3s): — mph IN PENN I)LYON TYPICAL PRE—MANUFACTURED BAY/BOW WINDOW ROOF FRAMING APPROVED A P R 200� HOMES CORPORATION PO BOX 27,AIRPORT RD, UNSGROVE, PA 17870 ��pt�y 5 (570)374-4004 1(800)788-4754 P F O fl o DRAWING ME BAY/M WINDOW OROM o MIB 2/2/05 SKET' NTS J 48• MN qg• � PROJECT N0. SERIAL N0. 24210 24210 ISHWASHER RECEPT. 24210 24210 -A a A' R 24210 CFlGR L J 1s u LL _�� _ _ •p'L KITCHEN •p L �1((fCHEN I I ,� 6•IN FROM END Q KITCHEN N I 30'A.F.F. I X KITalET4 GFl E b E E' - - - - -L=_ *01 GFl - - - - - �I AWMOI 16681 .B°° E"is I( DATE DESCRIPTION BY I EibGh 6Cn .A A" A Be 30'AFF. I ry TYPICAL KITCHEN "A" TYPICAL KITCHEN °B" — — — TYPICAL KITCHEN "E" 24210 TYPICAL KITCHEN °C" TYPICAL KITCHEN "D" -DISHWASHER IIECEPT. Fl 'E 24210 24210 "E GFl GFl J-A GFl GFl VENTINGWCROWAVE IICRO *RECEPT.RECEPT. •°• CEN BE HEN IL - - - jDwCNE, At GFl GFl I — — " _ J — — — — — — — -, 48' MAX — TYPICAL KITCHEN "I° °F° TYPICAL KITCHEN I: TYPICAL KITCHEN "H" APp�OVALLIiv1IT�D TO DATE PRODUCTION Dr TYPICAL KITCHEN SAC'►oV BUILT PORTICiN a. 24210 XL 2868 Gn 24210 m _ 24210 24210 2 �+u�� ' Z0Ur J. Lm I I BUILDER: PENN LYON HOMES RA UGH •A o• m GE GFI .cat — J JOB NAME: — XL I 'R' ��T11u11111AAf��� ' VENTINGWIMMMNG MODEL: CAPE SYSTEMS �a � — %WCH E, L r 3 I `�'� KL1RT� . I — _ -0 RECEPT SITE LOCATION: I °©KIra,LH 'B x`G r�. G ZA : IF COUNTY: - _____- � �® _ STE I _ II - I I _ o. ` 1 IIo ZIP CODE: 16681P = 2� Q c II 1cro SEISMIC CATEGORY: — Ir - - I _ _ 30 A.F.F.M END s "--Ac �NF1 /", ;OP 0 SNOW LOAD (Pg): psf E 8. !'�y;�� +%Ji[NA1 �� �``� 'B" MGn I: WIND SPEED (ft): — mph TYPICAL KITCHEN "J° TYPICAL KITCHEN "K" TYPICAL KITCHEN "L" TYPICAL KITCHEN "M° OLYON PENN 200 AMP MAIN PANEL CIRCUIT DESCRIPTION BREAKERI AWG CIRCUIT DESCRIPTION BREAKER AWG A SMALL APPLIANCE 20A 12 0 DISHWASHER OPTIONAL 20A 12 1) KITCHEN PLANS ARE TYPICAL-SPECIFIC FLOOR PLAN&ELECTRICAL PROVIDED TO LOCAL TRDUDOLG OFRaAL cam' OV 8 SMALL APPLIANCE 20A 12 0 GENERAL LIGHTING 15A 14 2) KITCHEN VENTILATION PROVIDED(100 CFM MIN) HOMES CORPORATION C BATH G S 20A 12 3) ALL RECEPTACLES SERVOIG caINrERroPS MALL BE as PROTECTED PO BOX 27,AIRPORT RD, SEUNSSROVE PA 17870 APPROVED D GENERAL LIGHTING 15A 14 IND R DILL WALL OVEN 30A 10-3 4) KITCHEN WOWS MAY BE OMITTED IF ARTIFICIAL LIGHT AND MECH VENT ARE pRDV= (570)374-4004 1(800)788-4754 E REFRIGERATOR 20A 12 5) KITCHEN CABINETS MAY BE OMITTED AND INSTALLED ON-srE BY ones S ELECTRIC COOKTOP 40A 8-3 6) WALL OVENS AND COOKTOPS INSTALLED AND WIRED PER MANLIFACTUREWS INSTALLATION I STRUCTXINS DRAWING TITLE: G GARBAGE DISPOSAL 20A 12 7) COUNTERTOP SHALL BE SERVED BY TWO DEDICATED 20 AMP CIRCUITS DIRECTION IN PART OR IN THEIR ENLIRETY. APR 1 8 2005 L WASHER OPTIONAL 20A 12 1 V WHIRLPOOL TIMER SWITC1120A 12 11) PANEL Box oPnoNs:loo AMP, 125 AMP, 150 AMP,AND 200 AMP. I Iti'IA tMEyE7lL/N M DRYER (OPTIONAL) 30A 10-3 X RANGE HOOD MICROWA 20A 12 qy N RANGE 40A 8-3 f�'"8"SCORP.� IIRAWN Br: �B DATE: 2/2/05 CmEaun III: SCALE, A9 NTS 1 � PROJECT NO. SERIAL NO. CAPE SIDEWALL STUDS(30 PSF GROUND SNOW LOAD AND 90 MPH WIND) CAPE SIDEWALL STUDS(60 PSF GROUND SNOW LOAD AND 90 MPH WIND) STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT 8'-0" 91,•0' 10'-0" 81•0• 9--v 10'-0" MODULE ROOF PITCH ROOF PITCH ROOF PITCH MODULE ROOF PITCH ROOF PITCH ROOF PITCH WIDTH COLUMN SIZE AND 9112 12112 9112 12112 9112 12112 WIDTH COLUMN SIZE AND SPECIES SPECIES 9112 12112 9112 12112 9112 12112 (FE SPACING SPACING SPACING SPACING SPACING SPACINGF SPACING SPACING SPACING SPACING SPACING SPACING 12 2x6 Stud Spruce Pine Fir. 24 In o/c 24 in ok 24 In o/c 24 in ok 24 in o/c 24 in o/c 12 2x6 Stud S ruce Pine Fir. 24 in ofc 241n a/c 24 m olc 24 m a/c 24 in ok 24 In a/c 2x4 Stud Spruce Pine Fir. 16 in o/c 16 in olc 16 in o/c 16 in ok 12 in olc 12 in a/c 2x4 Stud Spruce Pi Fir. 16 in a/c 16 in olc 12 in olc 12 in a/c 12 in olc 8 in ok 14 2x6 Stud Spruce Pine Fir. 24 In olc 24 In a/c 24 In a/c 24 in o% 24 in ok 24 in o/c 14 2x6 Stud Spruce Pine Fir. 24 In o/c 24 in a/c 1 24 In o/c 24 In ok 24 in a/c 24 in olc 2x4 Stud Spruce Pine Fir. 16 in a/c 16 in ok 16 in o/c 16 in ok 12 in o/c 12 in o/c 2x4 Stud Spruce Pine Fir. 16 in o/c 16 in o/c 12 in o/c 12 in ofc 8 in o% 8 in o/c 16 2x6 Stud Spruce Pine Fir. 24 in o/c 24 in a/c 24 in o/c 24 in o/c 24 in a/c 24 in o/c 16 2x6 SWd Spruce Pine Fir. 24 in o/c 24 in a/c 24 in o/c 24 in o/c 24 in ok 24 in o/c 2x4 Stud Spruce Pine Fu. 16 in o/c 15 in a/c 16 Inofc 16 in o/c 12 in a/c 12 in ofc 2x4 SE d S ruce Pine Fir. 12 In a/c 1 12 in a/c 12 in olc 12 in o/c 8 in o/c 8 in ok DATE DESCRIPTION BY CAPE SIDEWALL STUDS(30 PSF GROUND SNOW LOAD AND 120 MPH WIND) CAPE SIDEWALL STUDS(60 PSF GROUND SNOW LOAD AND 120 MPH WIND) STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT 8'•0' 9'•0' 10'•0" 6'•0' W-r 10'•0" MODULE COLUMN SIZE AND ROOF PITCH ROOF PITCH ROOF PITCH MODULE ROOF PITCH. ROOF PITCH ROOF PITCH COLUMN SIZE AND WIDTH 9112 5olc 9112 12112 9112 12112 WIDTH 9112 12112 9112 12112 8112 12112 F SPECIES SPACING PACING SPACING SPACING SPACINGFE SPECIES SPACING SPACING SPACING SPACING SPACING SPACING 12 2x6 SWd Spruce Pine Fir. 24 m o/c 24 in o/c 24 in a/c 16 in a/c 16 in o/c 12 2x6 Stud Spruce Pine Fir. 24 in a/c 24 in a/c 24 m o/c 24 m a/c 16 in olc 16 m elc 2x4 Stud Spruce Pine Fir. 12 in o/c 8 in ok 8 in o/c 2x4 Stud Spruce Pine Fir. 12 in o/c 12 in olc 8 in ok 8 in o/c 14 2x6 Stud Spruce Pine Fir. 24 in a/c 24 in ofc 24 in o/c 16 in ok 16 in a/c �16 2x6 SWd ruce Pine Fir. 24 in o1c 24 in olc 24 m o/c 24 in o/c 16 in a/c 16 in olc 2x4 SWd ruce Pme Fir. 12 in olc 8 in o/c 8 in ofc 2x4 SWd Spruce Pine Fir. 12 in o/c 12 in o/c 8 in ofc 8 m ofc 2x6 SWd S ce Pine Fir. 24 m ofc 4 in a/c 24 in o% 16 in o/c 16 in o/c 2x6 Stud Spruce Pine Fir. 24 in olc 1 24 In a/c 1 24 m ofc 24 In o/c 16 in ok 16 in o/c 20 SWd Spruce Pine Fir.1 12 in o/c 12 in olc 1 8 in o/c 8 in o/c 2x4 Stud Spruce Pine Fir. 12 in olc 1 12 in ofc I 8 in a/c 8 m o/c DATE PRODUCTION BY BUILDER: PENN LYON HOMES p'ppROVAL LIMITED T® JOB NAME: - FACTOF'<Y BUILT PORTION MODEL: CAPE SYSTEMS N.uV A o 2905 SITE LOCATION:COUNTY: - �`e1a1e1nau►r►►�� ZIP CODE: OF MA L10-7sgcy SEISMIC CATEGORY: - SNOW LOAD (Pg): - psf STENB R G u� — WIND SPEED (V3s): - mph 11A PENN (OLYON HOWS CORPORATION p PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 d � (570)374-4004 1(800)788-4754 DRAWING TIRE• APR y 2005 SIDE WALL STUDS PFSDRAWN 9Y: r+>Js DATE z/z/05 S"�`: PFS � e r ullu er: score. NTS S 11 . PROJECT NO. SERIAL NO. ENDWALL SILLS AND HEADERS(90 MPH WIND) CAPE END WALL COLUMNS(30 PSF GROUND SNOW LOAD) FOR LONGITUDINAL WALLS WITH 3"BEAM WIDTH 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OF CAPACITY IT MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS 1-2x6No.2SPF 9t-4n 9111-3in 9 It-3n 2-2x8No.2SPF 12ft-0n 12 It-On 12ft-Oin— 1 1913 250-3n 25t-3n 2511-31n 3-2x6No.2SPF 131.9n 13 It-9n 13ft-9n 2 3825 521-Sin 52t-5—in 521-Sn I.2x6No.3SPF 7 It-On 7t-0—in 7ft-On 2x6 STUD SPF 3 5738 7911-8n 79A-8n 791-8n 2-Zx6No.36PF Bft-1101 9t-11n I 9t-11n 4 7650 1061-11n 1061-11n 106t-itn 3-2x6No.3SPF 12ft-2n 12ft-1n 12t-1n 5 9563 134A-in 13411-1in 1341-1n 1-2x6 STUD SPF 71-2n 7t-1n 711-1n 2-2x6 STUD SPF 10 It-2n 10t-tn 1011-1n 1 1913 2511-3n 251.3n 251-31n 3-2x6 STUD SPF 12 It-5n 12t-4n 124-4n 2 3825 520-5n 521.5in 521-Sn ' 2x6SPFNo.2 3 5738 79fl-8n 791-8in 79t-8n Notes: 4 7650 106fl-11n tO6t-11n 1061-tin 1.)See individual caleulatons lor add'donal nobs and fastening. S 9563 134 fl-1 in 1341-1 In i34 ft-1 n DAIS DESCRIPTION BY 2.)Based on 9'-0'high walls. LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM ENDWALL SILLS AND HEADERS(120 MPH WIND) CAPE END WALL COLUMNS(60 PSF GROUND SNOW LOAD) FOR LONGITUDINAL WALLS WITH 3"BEAM WIDTH 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OF CAPACITY 12'MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS 1-2x6No.2SPF 71-0in 62-11n 64-11n 2-2x6No.2SPF 91-10n 9 It-10n 9 It-10n 1 1913 151-3in 151.3in 15ft-3in 3-2x6No.2SPF 1111-4n 11ft-4n 11 It-Alin 2 3825 32ft-7in 32t-7in 32ft-7n 1-2x6No.3SPF 51-3n 5 Ilk-3n 51-3n 2x6 STUD SPF 3 5738 49ft-10n 492-10n 49A-10n 2-2x(iNo.3SPF 71-5n 711-5n 71-5n 4 7650 671.1in 6711-1in 671.1n 3-2x6No.3SPF 911-2n 92.1n 9A-1n 5 9563 84ft-5in 84t-5in 84fl-5n 1-2x6 STUD SPF 5t-4n 5 Ill-4n 5ft-4in 2-2x6 STUD SPF 71.7n 7 It-7n 7t-71n 1 1913 15ft-3in 151-3n 15111-3in 3-2x6 STUD SPF 9ft-4n 9ft-3n 9 It-3n 2 3825 32ft-7in 3211-7In 32111-7n 2x6SPF No.2 3 5738 49fl-10n 491-10n 491-10in Notes: 4 7650 67fl-tin 67t-1fn 67fl-1in 1.)See Individual cekulafons br addlional nobs and bslenng. 5 9563 84 ft.5 in 84 t-5 in 84 ft-5 in 2.)Based on 9'-0'high walls LONGITUDINAL REFERS TO A WALL RUNNING PARAM TO THE SPAN OF THE BEAM DATE PRODUCTION BY AppROVAL LIMITED TO FACTORY BUJI T PORTION BUILDER: PENN LYON HOMES NOV 14 2005 JOB NAME:MlCrDEL: CAPE SYSTEMS tOF f fqt' SITE LOCATION: — ���`� KUR' G,� COUNTY: — a _ = ZIP CODE: — G5 YENGERG u3 "t No 411131 SEISMIC CATEGORY: �\A� SNOW LOAD (Pg): — psf %,� � `'t �y'r; '�,•`', WIND SPEED (V3s): — mph ,o,. .....:1.. :�>> PENN LYON HOMES CORPORATION �. PO BOX 27.AIRPORT RD, SELNSGRM PA 17870 P P Y (570)374-4OD4 1(800)788-4754 CROWING TIRE: A P R 1 8 2005 END WALL HEADERS do COLUMNS DRAWN BY: W8 OATS: 2/2/D5 SHEET: . P E CORP. 'CHECKED 9v: SCALP MS S 1 0 PROJECT N0. SERIAL NO. coNTINuaNs alocx vErR CONTINUOUS RIDGE VENT (VENT AREA= 17 SI/LF) (VENT AREA 17 SI/IF) OPTIONAL ROOF DORMERS OPTIONAL.ROOF DORMERS 12 B(UN) 12(MAX) ;] FACTORY SUPPLIED/SITE FACTORY SUPPLIED EXTERIOR LIGHT INSTALLED WINDOW DATE DESCRIPTION BY W14LLM ON-SITE BY OTHERS SAFETY t ( �; GLAZED 0 EXTERIOR STAIRS AND RAILINGS ®® . INSTALLED ON-SITE BY OTHERS ` FRONT ELEVATION WP GIFT RIGHT SIDE ELEVATION APPROVAL L11KTLD TO CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT.' FACTORY BULT PORT1115N (VENT AREA= 17 S/IF) (VENT AREA= 17 SI/LF) - NOV 14 2005 OPTIONAL ROOF DORMERS `\`41111E1111111,0 Z�F MA "I", I",� 9(MIN) 12� � Q IcU,T �; DATE PRODUCTION BY 12(MAX) =NGERG _ No. 4 3 1 BUILDER: PENN LYON HOMES FACTORY SUPPLIED/SITE ',, �'Suc'i!'pit ```,`�� JOB NAME:INSTALLED - wIN1x,W MODEL: CAPE SYSTEMS SITE LOCATION: — ® a VENTED wrm soEFTr - F= (.92 SI/SF) COUNTY: ZIP CODE: SEISMIC CATEGORY: — SNOW LOAD (Pg): — psf wP GIFTWIND SPEED (V3s): — mph REAR ELEVATION LEFT SIDE ELEVATION PENN OLYON HIM. ® APPRO!VED HOMES CORPORATION I. ALL EXTERIOR RARING.STEPS,STAIRS,DECKS AND EGRESS TO GRADE ON-SITE BY OTHERS. ® PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 2. END SIDING IS INSTALLED ON-RITE BY OTHERS.OTHERS ARE RESPONSIBLE TO PROVIDE AND INSTALL BUILDING PAPER WITH 4' (570)374-4004 1(800)788-4754 TMMMLWERS.LAP OVER SHEA714NG FOR WEATHERPROOFING MODULES.BOTTOM ROW OF SING IS TO BE INSTALLED ON-SITE BY �pOv 0�1� APR X 2005 . AND INSTALLED ON-SITE BY OTHERS. 4. VO1Y1.OR ALUMINUM VENTED SOFFIT3. RAIN GUITERS AND LEADERS ARE PROVIDED PROVIDED BY PU1 AND INSTALEED Oil-SITE BY OTHERS.(OPTION TO BE INSTALLED BY PLH). _ 7�1d/�AI q-p/�y [7 11IA71A�M^ 5. ALL EXTERIOR LIDOS ARE INSTALLED ON-SITE(OPTION TO BE PROVIDED BY PLH). PF @ 0 o AErML. L-OVA O 4tV1�.l 6. CORNER POSTS MAY BE INSTALLED IN THE FACTORY BY PLM OR ON-SITE BY OTHERS. BASIC 2-BOX CA4iF v� DRAWN By: DATE SHEET. & ALL YELL SIDING MUST BE GROUNDED PER ARTICLE 250 OF NEC.(ON SITE BY OTHERS) HATCHING INDICATES DORMERS TO BE PROVIDED WB 2�2/05 A17 BY PUP AND INSTALLED ON-SITE BY OTHERS a1FfxEo�: SOUE MS J • PROJECT NO. SERIAL NO. DE NOTE: Electrical Load Calculation- ALL SMOKE DETECTORS MUST BE ON A DEDICATED (NOT AFCI) CIRCUIT WITH A BREAKER LOCKOUT. Date: 911012004 Performed By:MJB Mfg:Penn Lyon Homes ELECTRICAL NOTES: Project:2 BOXCAPE Model: 1) ALL ELECTRICAL EQUIPMENT SHALL BE LISTED OR LABELED BY A RECOGNIZED TESTING AGENCY 19) RECEPTACLES GROUNDED PER NEC Air Conditioning ( x 1.0)• 0 2) ELECTRICAL BOXES INSTALLED IN FIRE RATED WALLS SHALL BE METAL OR LISTED PLASTIC BOXES 20) DIELECTRIC, CONTINUITY,AND POLARITY TESTS PERFORMED IN FACTORY PRIOR TO SHIPMENT 3) GROUNDING ELECTRODE INSTALLED ON-SITE BY OTHERS PER NEC ARTICLE 250 21) EXTERIOR FIXTURES SUPPLIED BY FACTORY AND INSTALLED ON-SITE BY OTHERS. Central Electric Space Heating ( x.65)• 0 4) SERVICE ENTRANCE EQUIPMENT AND WIRING ON-SITE BY OTHERS 22) COVER PLATES INSTALLED OVER ALL BOXES AND OUTLETS PRIOR TO SHIPMENT. Less Than Four Separately Controlled 5) ALL CONDUCTORS SHALL BE GROUNDED 23) SEPARATE DISCONNECT PROVIDED FOR WATER HEATERS LOCATED IN BASEMENT OR BEYOND SITE OF Electric Space Heating Units ( x.65)' 0 6) WIRING SHALL BE NM TYPE B THE PANEL BOX 7) ELECTRICAL INSTALLATIONS IN ACCORDANCE WITH NEC 24) BASEMENT EQUIPMENT SUPPLIED AND WIRED ON-SITE BY OTHERS Four or More Separately Controlled 8) ALL WIRING SHALL INCLUDE GROUNDING CONDUCTOR 25) ALL RECEPTACLES SERVING COUNTERTOPS SHALL BE GFl PROTECTED Electric Space Heating Units (10000 x.40) 4000 9) ELECTRICAL OUTLETS MAY NOT BE LOCATED OVER ELECTRIC BASEBOARD HEATERS 26) WALL RECEPTACLES MOUNTED 0 18"AFF TO TOP; COUNTERTOP RECEPTACLES MOUNTED 0 48'AFF 10) CABLE SHALL BE SUPPORTED AT 54"OC AND WITHIN 12"OF BOXES AND FITTINGS TO TOP Use the larger of the air-conditioning heating load. . the 11) CABLE PASSING THROUGH FRAMING SHALL BE PROTECTED PER NEC 27) RECEPTACLE AND LIGHT PROVIDED FOR ANY ON-SITE CRAWL SPACE EQUIPMENT. RECEPTACLE AND dlvsrsifled demand of the heating load. 12) SERVICE ENTRANCE DISCONNECT LOCATED AT A POINT NEAREST THE SERVICE ENTRANCE. LIGHT LOCATED AS CLOSE TO CRAWL SPACE ACCESS AS POSSIBLE. Other Loads: 13) EXTERIOR LIGHTS & RECEPTACLES SHALL BE LISTED FOR EXTERIOR USE 28) CO DETECTORS INSTALLED PER INDIVIDUAL STATE REQUIREMENTS. DATE DESCRIPTION BY Watts or Circuit Wire 14) ALL FANS VENTED TO EXTERIOR. WHEN MECHANICAL VENTILATION IS REQUIRED, BATH FANS MIN 50 29) SPECIAL FIXTURES AND GLASS ARE SHIPPED IN CARTONS FOR ON-SITE INSTALLATION, Volt-Amps Ampacity Size CFM (85 CFM FOR RI) AND KITCHEN MIN 100 CFM. 30) LIGHT BULBS SUPPLIED AND INSTALLED ON-SITE BY OTHERS. ' General Lighting ( 1100 x 3 ) 3300 15 14-2 15) SMOKE DETECTORS INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA, IN EACH SLEEPING SPACE 31) 14' COILS OF WIRE ON MATING HALF CIRCUITS FOR ON-SITE RUN TO PANEL BOX. Small Appliances ( 3 x 1500) 4500 20 12-2 AND ON EACH FLOOR LEVEL INCLUDING BASEMENTS AND CELLARS. BASEMENT SMOKE DETECTOR 32) WHEN PLASTIC PLUMBING SUPPLY LINES ARE EMPLOYED, ELECT. GROUND TO BE RUN DIRECTLY TO Range 12000 0 83 WIRED BY FACTORY AND INSTALLED ON-SITE BY OTHERS. ACTIVATION OF ONE SMOKE DETECTOR GROUNDING ROD. Garbage Disposal 1200 20 0 sposal 600 20 12-2 12-2 ACTIVATES ALL SMOKE DETECTORS. SMOKE DETECTORS DIRECTLY CONNECTED TO A AFCI GENERAL 33) IF ON BASEMENT THERE SHALL ALSO BE INSTALLED AN ELECTRIC SPACE HEATER THERMOSTATIC ALLY ashe LIGHTING CIRCUIT WITH NO INTERVENING WALL SWITCH. ON DEDICATED NON-AFCI CIRCUIT WITH CONTROLLED TO MAINTAIN 59F MINIMUM TEMPERATURE IN BASEMENT ON-SITE BY OTHERS. 1500 _Washer 20 Dryer 55ao 30 -TO MECHANICAL LOCK-OUT ON BREAKER.) 34) SEE ELECTRIC BASEBOARD HEAT DRAWING FOR HEAT CIRCUITS. Furnace 150o 20 12-2 16) ALL EQUIPMENT INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS 35) PANEL BOX OPTIONS: 100 AMP, 125 AMP, 150 AMP,AND 200 AMP. Water Heater 4500 25 10-2 17) RECEPTACLES SPACED ® 12' OC (MAX) AND ALL SPACES 2' OR GREATER (HABITABLE SPACES) Other RECEPTACLES SHALL ALSO BE LOCATED WITHIN 6' OF ANY OPENING ApppOVAL LIN-11TE T Subtotal: 34100 18) WALL SWITCHES MOUNTED ® 48"AFF TO TOP I fACTpRY BL,ILT F'UR"('ION First 10 KW of other loads Q 100% a 10000 IF GAS MM REPLACES ETECIRIC RANGE.A NOV /j ���� Remainder of other bads @ 40%124100 x.40) 9640 MPLE(RECEPfAC E FOR THE RANGE 1111 BE N V 4 PLACED ON A SMALL APPLIANCE CIRCUIT. Heat Aboee: 4W0� A{{{Lt1 III OF HAS Total Calculated Load: - 23640 Required Serdce Size: 23640+ 240 98.5 Amps Afa AFCI 7 — •1 Installed Panel Size 200`Amps Ct'/ y $ RG cx��^ 'Furnace or boiler installed on-site by others " f��` - C--+ j� Y 'E leetdc bad based on worst case. 'jd L No.G!"1 1 j1 DATE PRODUCTION BY 1 o a o - IHTCHEN/DINING �' ��` BEDROOM #1 V ', ' �i�rr C f,A+�'` 200 AMP MAIN PANEL � ` �.-'� �-= �. � °• �,,,• a y: OIANDEIIER KITCHEN •,, ,e• CIRCUIT DESCRIPTION BR AWG CIRCUIT DESCRIPTION BREAK AWG — — — — — BATH 1 / r'- • BUILDER: PENN LYON HOMES A SMALL APPLIANCE 20A 12 y jr 1 -J "E' o J JOB NAME: 8 SMALL APPLIANCE 20A 12 N RANGE 20A 12 1 _ I b IF 7 MODEL: CAPE SYSTEMS XL C BATH GFl S 20A 12 0 DISHWASHER OPTIONAL 20A 12 1 • ° GENERAL LIGHTING 15A 14 WATER HEATER ISEE NOTE 28 E REFRIGERATOR 20A 12 P " - 25A '° 1 -- -- 11 SITE LOCATION: — F SMALL IWPI DINING 20A 12 Q ENERAL LIGHTING 15A 14 I — —— — — — — G ATTIC 20A 12 V GENERAL LIGHTING 15A 14AFq I c' I` )" ° S COUNTY: — GENERAL LIGHTING 15A 14 W MICROWAVE OPTIONAL 20A 12 I GENERAL LIGHTING 15A 14 X RANGE HOOD FAN LIGHT 20A 12 AFq ♦-31ng�yNLSp ZIP CODE: - GENERAL LIGHTING 15A 14 PANEL Box LOCATION °H•r — K GENERAL LIGHTING 15A 14 ( M om) I SEISMIC CATEGORY: L WASHER(OPTIONAL)-- 20A 12 _ �• _� W1L1. M DRYER (OPTIONAL) 30A 10-3 •I" SNOW LOAD (Pg): - pst — — — — I aGI I "'�a I WIND SPEED (V3s): - mph ELECTRICAL SYMBOL LEGEND (— 1' ••H• I I UVING ROOM DUPLEX RECEPTACLE SINGLE POLE SWITCH ICI F cam u s, �HRoE WAY SWITCH i BEDROOM ,2 1 - ; (OLYON PENN lit G lU u NECEPTACLE s� FOUR��WAAYY SWITCH 1 1 BEDROOM 3 1 ONO SMOKE DETECTOR WITH GL RECESSED CAN LIGHT BATTERY BACKUP a ° HOMES CORPORATION ® RANGE HOOD W / LT (100 CFM) 0 FAN//LIGHT COMBO (50 CFM) PANEL BOX DROP I V e L — — — 1 — — _ — — _ 9 TI PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 DUCTED TO EXTERIOR DUL°TED TO EXTERIOR (IMSEMENT MODELS) 1' , 0 tL® (570)374-4004 1(800)788-4754 I" "K" ® WEATHERPROOF EXTERIOR LIGHT © CEILING LIGHT •�• oRAwwc Tine GWP Fl++ WA RPROTAC�RIOR 220V RECEPTACLE '•K" APR 1 8 2005 � 2-BOX 1 2 SWITCHED ® RECESSED LIGHT � CX RM DUPLEX RECEPTACLE DRAVM Br: MJB DATE: 2�2�05 %EET: IPF CwRr E1 CKECXEO ff: NTS PROJECT NO. SERIAL NO. 40'-0' 60'-0'wx FOUNDATION NOTES: 1) FOUNDATION WALLS DESIGNED PER LOCAL SITE CONDITIONS WIRED TO GFI CIRCUIT 2) FOOTINGS SHALL EXTEND BELOW THE FROST LINE OF THE LOCALITY ON-SITE BY OTHERS 3) CONCRETE BLOCK PIERS LAID IN TYPE°M'OR 'S'MORTAR - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - 4) FLOOR GIRDER SPLICES SHALL BE SUPPORTED 5) 18 X 24'ACCESS PROVIDED FOR CRAWL SPACE FOUNDATIONS ACCESS PROVIDED THROUGH FOUNDATION WALL 22'WIDE _ _ _ _ _ _ _ _ _ _ _ _ X 30'ACCESS SHALL BE PROVIDED IF MECHANICAL EQUIPMENT IS LOCATED IN UNDER FLOOR SPACES FURNACES INSTALLED IN CRAWL SPACES SHALL BE — 3 _ _ _ _ _8°X 16°PILASTERS REQ'D� I 6) CRAWL SPACE VENTILATION PROVIDED ON-SITE BY OTHERS. FREE AREA SHALL BE NOT LESS THAN 1 SQUARE FOOT FOR PROVIDED WITH A UGHT FOR SERVICING. LIGHT I EACH 150 SQUARE FEET OF FOUNDATION SPACE NET AREA MAY BE REDUCED TO.1 SQUARE FOOT FOR EACH 15GO 1 PROVIDED BY OTHERS. 25'- 0° AT 12' 0'O.C. MAXIMUM I SQUARE FEET OF FOUNDATION SPACE WHERE AN APPROVED VAPOR RETARDER IS INSTALLED OVER THE GROUND SURFACE. MAXIMUM I 14-3 SWITCH LEG STUBBED WHEN BACKFILL EXCEEDS I VENTS SHALL HAVE MANUALLY OPERABLE LOUVERS. _ I I AFCI TO BASEMENT BY FACTORY 5' 0'W/8°BLOCK 7) FOUNDATION DRAWING IS NOT PART OF THE BUILDING SYSTEM APPROVAL, EXCEPT TO DEFINE THE METHODS OF SUPPORT 14-3 WIRE STUBBED AC DC 6' 0°W/ 10' BLOCK I I BETWEEN THE STRUCTURE AND THE FOUNDATION. FOUNDATION DESIGN BY REGISTERED ARCHITECT OR ENGINEER FAMILIAR Ty I W/H EQUIP THROUGH FLOOR, SO SHIPPED UP 7' 0'W/ 12'BLOCK I WITH LOCAL CONDITIONS. OTHERS ARE RESPONSIBLE FOR CONTRACTING THIS PERSON. FOUNDATION PLAN(S)TO P DATE DESCRIPTION BY 4 I LOOSE FOR ON-SITE INSTALLATION BASEMENT STAIRS TO BE SUPPLIED I I SEALED BY RA OR P.E.AS REWIRED BY LOCAL JURISDICTION. 8) COMPLETE FOUNDATION ON-SITE BY OTHERS, INCLUDING FOOTING REINFORCEMENT, FOOTING DRAINS,WATERPROOFING, (LOCATION MAY VARY) BY OTHERS AND INSTALLED ON-SITE I VAPOR BARRIERS, BACK FILL,ANCHOR BOLTS,PRESSURE TREATED SILLS,SLAB, STEEL COLUMNS, FIRE-SEPERATION AND ALL FINISH WORK. API'RO , JCL SEE GLW /SU WDEp SEE GPM W GIRDER SE CEp sIM CINDER I 9) SILL PLATE ANCHORED IN/ 1/2'BOLTS W/2'HOOKS EMBEDDED 15'INTO MASONRY. ALT:SIMPSON PLATE ANCHORS FACTOR (OR EQUAL)INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. — — — — — — I 10) SEE SPAN TABLES FOR MAXIMUM FLOOR GIRDER SPANS11) SPECIFIC FOUNDATION DRAWING SUPPLIED �� Tr L� /r 1 \ r ` b J I I 12) FOUNDATION DRAINAGE AND DAMP PROOFING PERFORMED ONERS BY SHEBY OTHTORY FOR EACHERS. HOUSE NOVi� +' I T _ I - IFF -71 _ I _ 13) BASEMENT CEILING OR WALL INSULATED ON-SITE BY OTHERS IN CONFORMANCE WITH APPLICABLE STATE ENERGY CODE L_ 1 L- L I AND&FACTORY-PROVIDED RESCHECK ANALYSIS. `tttttl trr► ' 14) MECHANICAL AND/OR ELECTRICAL INSTALLATIONS COMPLETED ON SITE BY OTHERS. `�����P�j� 15) BACK FILL TO BE PLACED AND COMPACTED PER STATE REOUIREMENTS. ���C C �� 16) MINIMUM DISTANCE FROM BOTTOM OF SIDING TO TOP OF FINISHED GRADE SHALL BE 6'. �� I I CONCRETE FOOTING DIMENSIONS TO BE 3 JJ' MIN STEEL COLUMN - BASEMENT MODELS I 17) 14-3 WIRE STUBBED TO BASEMENT FOR FACTORY SUPPLIED SMOKE DETECTOR INSTALLED ON-SIZE BY OTHERS. SMOKE CAL �M R DETERMINED BY OTHERS PER LOX SOIL 16X16 MIN CONCRETE BLOCK PIER - CRAWL SPACE MODELS I DETECTOR WIRED SUCH THAT ACTIVATION OF ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS. = c� S j - 4 I CONDITIONS&CODES(SEE NOTE 7) ADDITIONAL PIER OR COLUMN REQUIRED I n I 18) BASEMEN STAIRS CONSTRUCTED ON-SITE BY OTHERS. PROVIDED OPENING DESIGNED FOR 8 Y'MAX RISE AND 9'MIN Y4 FOR ANY POINT LOADS Ilo I I TREADS. (SUSSEX COUNTY, DE: 8'MAX RISE, 9'MIN TREAD, 1'NOSING)OPTIONAL STAIR GEOMETRY OF 7 ' MAX RISE BASEMENT WIRING, FIXTURES, BREAKERS I AND 10'MIN TREADS MAY BE REQUIRED PER LOCAL AMENDMENTS. PLH WILL ADJUST ACCORDINGLY. OPENINGS AND/OR AND LIGHTS ARE ON-SITE BY OTHERS I 1 �I I LOCATION FOR STAIRS MAY VARY AS PLAN DESIGN VARIES. STAIR DETAILS FOR INDIVIDUAL PLANS WILL BE AVAILABLE UPON �.� 9� :cC REQUEST. 1/2-X 17'ANCHOR BOLTS(OR EQUAL) 1' (MIN) FROM EACH CORNER 19) GARAGE IN BASEMENT:ALL FIRE SEPARATION AND OTHER REQUIREMENTS ARE THE RESPONS181UTY OF OTHERS. �A . SWITCH & LIGHT BY OTHERS IN EACH DIRECTION AND SPACED® 6' OC MAXIMUM. I I 20) FOR DUPLEX OPTION: OTHERS ARE RESPONSIBLE TO CONTINUE FIRE SEPARATION FROM THE FIRST STORY FLOOR TO THE ��°'' ••• ``� RECESS BOLT HEADS OR SPACE TO AVOID FLOOR JOISTS. FINISH FLOOR OF BASEMENT. DATE PRODUCTION BY _1 FASTENED 2 X 6 OR 2 X 8 CONT. SILL PLATE I r 21) PORCH FOUNDATION SHOULD BE CONNECTED TO THE HOUSE FOUNDATION. FASTENED TO FOUNDATION WALL I 22) MODULAR HEADERS ARE NOT DESIGNED TO CA MASONRY(VENEER)LOADS. L — — — — — — — — — — — — — — — — — — — — — — — — — — — — I 23) PRECAST UNTELS WILL BE REQUIRED OVER OPENINGS IN BASEMENT MASONRY WALLS ON-SITE BY OTHERS. - - - - - - o - - 24) ALL EXTERIOR SITE WORK IS ON-SITE BY OTHERS — — — — — — — — — — — — — — — — — — — — — —VD - - - - - - - 25) ALL PORCH STOOPS ARE TO BE INSTALLED AFTER HOUSE IS SET ON FOUNDATION ON-SITE BY OTHERS. BUILDER: PENN LYON HOMES 26) IF VENEER IS USED THE FOUNDATION WALLS MUST BE ALTERED ACCORDINGLY.18X24 CRAWL SPACE ACCESS FOUNDATION WALL TYPE AND 27) SEE ROLL-ON AND CRANE-ON INSTRUCTIONS TO DETERMINE IF ANY MODIFICATIONS ARE REQUIRED TO THE FOUNDATION. JOB NAME: WITH LIGHT & SWITCH (SEE NOTE 5) WIDTH TO BE OL7ERMINEDNCRETE FOOTING DIMENSIONS TO BE ARTS 6 THE RESPONSIBILITY OF OTHERS. LOCALLY BY OTHERS TERMINED BY OTHERS PER LOCAL SOIL 28) ALL BASEMENT WINDOWS AND/OR DOORS ARE ON-SITE BY OTHERS. MODEL: CAPE SYSTEMS CONDITIONS&CODES(SEE NOTE 7) 29) IN BASEMENT: ROOMS INTENDED FOR HUMAN OCCUPANCY TO BE PROVIDED WITH LIGHT(8R)AND VENTILATION (4%)OF FLOUR ART, SITE LOCATION: — 30) BASEMENT MAY BE EXPANDED TO FT HOUSE IF ADDITIONAL MODULES ARE ATTACHED. COUNTY: - PA FOUNDATION NOTES: ZIP CODE: - (A) THIS FOUNDATION IS AN ACCURATE FOOTPRINT OF THE UNIT BUILT AND IS SPECIFIC TO THIS HOME. SEISMIC CATEGORY: - (B) ALL CONCENTRATED LOADS, RESULTING FROM MATE WALL OPENINGS GREATER THAN 4 FT. SHALL BE SUPPORTED BY PIERS OR DECK SHEATHING DECK SHEATHING FLUSH FLOOR GIRDER (SEE TABLES) COLUMNS. SNOW LOAD (Pg): — psf FLOOR JOISTS FLOOR JOISTS BOLTED WITH 1/2'THROUGH BOLTS (C) IF BACKFILL IS MORE THAN 5 FT.,USE 12 IN, BLOCK ON 20 IN. x 10 IN. CONCRETE FOOTINGS. 0 6' OC ON-SITE BY OTHERS (D) FOUNDATION DRAINAGE AND DAMP-PROOFING TO BE IN CONFORMANCE WITH LOCAL CODES. WIND SPEED (V3S): — mph (E) BACKFILL TO BE PLACED AND TAMPED IN CONFORMANCE WITH LOCAL CODES. (F) ALL ELECTRICAL AND MECHANICAL INSTRUCTIONS SHALL CONFORM TO CURRENT STATE AND LOCAL CODE REQUIREMENTS. PENN 1/4'STEEL PLATE SAME PRESSURE TREATED METAL JOIST HANGER (G) BASEMENT WALL AND CEILING INSULATION MUST BE INSTALLED IN COMPLIANCE WITH THE ENERGY REQUIREMENTS OF WIDTH AS FLOOR GIRDER SILL PLATE PA IRA 145.41(c)(d) OLYON w/ (4)3/8'x 2'LAG (2)J<e°x6°ANCHOR BOLTS (H) MINIMUM 6 W. CLEARANCE BETWEEN GRADE AND BOTTOM OF SIDING SHALL BE PROVIDED. SCREWS(BY OTHERS) OPTIONAL FLUSH FLOOR GIRDER DETAIL (1) PURCHASER RESPONSIBLE FOR ALL SERVICE ENTRY CONNECTIONS AND ON-SITE TESTING AS REQUIRED BY LOCAL JURISDICTION. 3 Xj°MIN. STEEL COLUMN 16'X 16'MIN CONCRETE (J) FOUNDATION DRAWINGS MAY BE REQUIRED BY THE LOCAL JURISDICTION TO BE SEALED BY A REGISTERD PROFESSIONAL ENGINEER. BLOCK PIER MD FOUNDATION NOTES: HOMES CORPORATION• (A) SOIL CAPACITY 20M PSF PO BOX 27. AIRPORT RD, SELINSGROVE. PA 17870 (8) FOOTER CAPACITY 3000 PSI (570)374-4004 1(800)788-4754 FULL BASEMENT DETAIL CRAWL SPACE DETAIL (C) SUUBMMIITTTEpZES WILL BE CALLED OUT ON EACH FOUNDATION �"N VED DRAWING Mil: TYPICAL 2—BOX FOUNDATION PLAN APR 1 8 2005 DRAWN En: WB DATE: 2/2/OS SHM: CHECKED EIY: SCALE F 1 ' TUTS PROJECT NO. SERIAL NO. Room Wpt IIATH02 KITIDN -- eRa3 BR02 LenOth(FT) 13.5NaATH#i 8 8,59 17 11.5 Widh(FT) 145 a5 14 14 14 14 EXI.Wall(FT) 26.50 B5 33 31 11.5 26 OLD Height(FT) 88 8 6 6 8 a 1) SPECIFIC HEAT LOSS AND HOT WATER BASEBOARD LAYOUT PROVIDED TO LOCAL Area Lose(UxA) Area Less(LL(A) Area Loss(l1XA) Area Lose(UXA) Area Loss(UxA) Area Lose(Lh(A) Area Loss(UxA) Windows(U) BUILDING OFFICIAL WITH EACH SUBMISSION 032 31 9.9 0.0 8 2'6 23 7.4 31 9.9 16 5,1 16 51 2) TYPICAL HEAT LOSS IS BASED ON: 0.33 0.0 0.0 0.0 .0.0 0.0 0.0 0,0 - INSULATED DOORS & WINDOWS Doors(U) - DOUBLE OR INSULATED GLASS IN ALL GLAZED OPENINGS 0.133 0.0 ao 0.0 0.0 22 2.9 0.0 0.0 - OUTSIDE DOORS WEATHER STRIPPED OF WITH STORM DOORS 0.27 0.0 0.0 0.0 +9 .5.1 0.0 0.0 0.0 _ - INFILTRATION INCLUDED IN HEAT TRANSFER MULTIPLIERS FOR WINDOWS Ext Walls(U) a055 181 10.0 0 0.0 60 3.3 222 12.2 195 10.7 76 4.2 192 10.6 AND DOORS. - INFILTRATION FOR OPERABLE WINDOWS MEETS REQUIREMENTS OF 181 0.0 o ao 60 0.0 222 0.0 195 0.0 7s o.0 192 0.0 Floors(U) ANSI/AAMA/NWWDA 101/I.S.2-97 0.049 189 9.3 40 20 55.25 2.7 266 13.0 238 11.7 161 7.9 168 6.2 3) R-19 INSULATION IN FLOOR IS INSTALLED ON-SITE BY OTHERS 189 0.0 40 0.0 55.25 0.0 266 ao 238 0.0 161 0.0 168 0.0 4) R-19 INSULATION IN WALLS (OPTIONAL R-13) IS FACTORY INSTALLED Ceiling(U) DATE DESCRIPTION BY 5 R-30 INSULATION IN CEILING OPTIONAL R-38 IS FACTORY INSTALLED o.ozs 189 0.0 40 1.0 55.25 1.0 266 DID 238 0.0 161 0.0 168 0.0 ( ) 169 0.0 4o ao ss.zs o.o �s ao z3a o.0 1s+ o.0 1sa o.o 6) INSULATION LEVELS DETERMINED BY RESCHECK ANALYSIS. COMPLIANCE FORM PROVIDED TO LOCAL BUILDING OFFICIAL WITH EACH SUBMISSION. Infiltration volume volume volume Volume volume volume Volume 7) FURNACE, BOILER, OR SIMILAR HEAT PLANT SHALL BE 0,016 1512 24 320 5 442 7 2128 34 1904 30 1288 21 1344 22 PROVIDED AND INSTALLED ON-SITE BY OTHERS Total(U x A) 58 6 17 7s 72 4z so 8) OTHERS MAY OMIT HOT WATER BASEBOARD HEAT AND INSTALL FORCED AIR Design Temp a+ NVAC SYSTEM ON-SITE. Heat Loss(UxAxT) 5189 723 1521 7012 6405 3141 4438 9) FACTORY INSTALLED MECHANICAL EQUIPMENT SHALL BE USTED'BY A EBB(250/FT) 7 + 2 9 8 s s RECOGNIZED TESTING AGENCY AND INSTALLED IN ACCORDANCE WITH THE TERMS OF THE LISTING. HWBB(6601FT) +0 1 3 14 13 7 s 10) THERMOSTAT INSTALLED ON-SITE BY OTHERS. 1)BASEMENT WALLS INSULATED ON-SITE BY OTHERS 11) ALL WALL MOUNTED THERMOSTATS MOUNTED 60'A.F.F. RS 3)HEAT LOSS BASED ON WORST INSULATED E TEMPERATU ON-SITE BY RE DIFFERENCE OF 61 ! o II -.."•,.= i � DATE PRODUCTION BY 0 0 0 BEDROOM it -- IITC®li/DIIIIDdG ApppOVAL L.11MITED TO BUILDER: PENN LYON HOMES :...._.__. L�- OR"Y" BUII T PORTION JOB NAME: - o FACT t BATH bo �09 SITEELOCATION: CAPE SYSTEMS COUNTY: - " 23' �.�a, ZN OF fL9AZIP CODE: - C,y -; SEISMIC CATEGORY: win BERG N SNOW LOAD (Pg): - psf = U No. 41131 WIND SPEED (V3S): - mph v H.4 �:���. PENN BEDROOM 02 UMNG Boost '' FSsiaNA1� ��'� I Oi (OLYON . Bl®BODY f9 ' ® HOMES CORPORATION PO BOX 27,AIRPORT RD, SELINSGROVE,PA 17870 (570)374-4004 1(800)788-4754 9' 11' " APR 1 8 2005 °�"NG" 7' DRUM 2-Box HOT Lpc�a F��o 591 WATER BASEBM PLAN U 9 l9 �e1 WWN Bf: WB [ATE 2/2/05 %JEER: 1 BY: 5� M 1 NTS PROJECT NO. SERIAL NO. 0 02 S. A � 110 . 0 BBDBUOY f1 hi = - :� 0i'CB8I1/DIIIQTG I eR••IATH __.�_��. I kt DATE DESCRIPTION BY NS B mil 02 UMG BUOY =ROOM f O APPROVAL LINANTED TO FACTORY BUILT PORTION "Tp 6- ' 5• ti• NOV 14 2005 DATE PRODUCTION BY OF SEE SHEET MI FOR HEAT LOSS CALCULATIONS o� KURT G A. T N = BUILDER: PENN LYON HOMES No. 41131 JOB NAME: — 'Oc�2'Fc ,GQ"`�@ MODEL: CAPE SYSTEMS 1) SPECIFIC HEAT LOSS AND ELECTRIC BASEBOARD LAYOUT PROVIDED TO LOCAL BUILDING OFFICIAL WITH EACH SUBMISSION '. OF , HA� �V� v`'� 2) TYPICAL HEAT LOSS IS BASED ON: ��� F�SIONA� SITE LOCATION: — - INSULATED DOORS k WINDOWS ...... - DOUBLE OR INSULATED CLASS IN ALL GLAZED OPENINGS COUNTY: — r� - OUTSIDE DOORS WEATHER STRIPPED OF WITH STORM DOORS LOO AMP MAIN PANEL ZIP CODE' — - INFILTRATION INCLUDED IN HEAT TRANSFER MULTIPLIERS FOR WINDOWS AND DOORS. - INFILTRATION FOR OPERABLE WINDOWS MEETS REQUIREMENTS OF ANSI/AAMA/NWWDA 101/I.S.2-97 CIRCUIT DESCRIPTION BREAKER AWG CIRCUIT DESCRIPTION BREAJKEF AWG SEISMIC CATEGORY: — 3) R-19 INSULATION IN FLOOR IS INSTALLED ON-SITE BY OTHERS A SMALL APPLIANCE 20A 12 0 DISHWASHER OPTIONAL 20A 12 4) R-19 INSULATION IN WALLS (OPTIONAL R-13) IS FACTORY INSTALLED 8 SMALL APPLIANCE 20A 12 P , WATER HEATER 25A 10 SNOW LOAD (Pg): — psf 5) R-30 INSULATION IN CEILING (OPTIONAL R-38) IS FACTORY INSTALLED C G 20A 12 - 6) INSULATION LEVELS DETERMINED BY RESCHECK ANALYSIS. COMPLIANCE FORM PROVIDED TO LOCAL BUILDING OFFICIAL WITH D GENERAL UGHnNG 15A 14 =GENERAL LIGHTING 15A 14 WIND SPEED (V3s): — mph REFRIGERATO 20A 12 EACH SUBMISSION. F SMALL APPLR DINING 20A 12 R ELECTRIC HEAT 20A 12 7) FURNACE, BOILER, OR-SIMILAR HEAT PLANT SHALL BE PROVIDED AND IN ON-SITE BY OTHERS PENN 8) OTHERS MAY OMIT ELECTRIC BASEBOARD HEAT AND INSTALL FORCED AIR HVAC SYSTEM ON-SITE. G GEENNCERAL LIGHTING 15A 14 S ELECTRIC HEAT 20A 12 9) FACTORY INSTALLED MECHANICAL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING AGENCY AND INSTALLED IN I GENERAL LIGHTING 15A 14 T ELECTRIC HEAT 20A 12 ACCORDANCE WITH THE TERMS OF THE LISTING. J GENERAL LIGHTING 15A 14 OLYON 10) THERMOSTATS WITH A RANGE OF 45• TO 85• ARE FACTORY INSTALLED. K GENERAL U HTING I;3OA A 14 U ELECTRIC HEAT 20A 12 11) ALL BASEBOARD HEAT ELEMENTS ARE RATED AT 250 WATTS/Fr. AT 240 VOLTS. L WASHER OPTIONAL 12 11) FOR ELECTRIC HEATERS VOLTAGE OTHER THAN 240V EQUIVALENT OUTPUT HEATERS SHALL BE PROVIDED. M DRYER (OPTIONAL) 10-3 V. MICROWAVE WHIRLPOOL ONAL) 20A 12 12 HOMES CORPORATION 12) MAXIMUM OF 375OW OF ELECTRIC BASEBOARD HEATERS PER CIRCUIT. X HOOD PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 13) ALL WALL MOUNTED THERMOSTATS MOUNTED 44°TO 54'AFF TO TOP. N RANGE 6-3 Ala EF D (570)374-4004 1(800)788-4754 14) THE INSTALLATION OF ALL ELECTRIC BASEBOARD HEATING SHALL BE DONE IN STRICT ACCORDANCE WITH THE TEMPERATURE PERFORMANCE REQUIREMENTS OF BASEBOARD HEATING FOR EACH STATE INVOLVED. DRAWING TALE: 15) ELECTRIC BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF THE UL STANDARD FOR SAFETY ON BASEBOARD APR 1 8 2005 7MAL 2—BOX ELECM HEATING. p� BASEBQARD PUN F06"'1BPe DRAWN er. MJB RQE: 2/2/O5 SHEET: GNWO or. SCALE, NTS M2 PROJECT N0. 7A1-N0. 1 1/Y vw UP 1 1/2•WM ON DATE DESCRIPTION BY II ; O I 3'VENT UP d DN I• I p vrN [ . ' •T1m1r¢VENT ON BEDROOM #1 HiTC m/xInmG 1/z•VENT UP 1 1/2-DRAIN DN- BATH i 1/2 vErD LIP s ON 1 1/2•VENT UP I11 "12! 1 I/1•DTNW ON DATE PRODUCTION BY BEDROOM 12 IMG BOOM BEDROOM #s AppROVAL LIMITED TO FACTORY BUILT PORTidN BUILDER: PENN LYON HOMES JOB NAME: - NOV 14 2005 MODEL: CAPE SYSTEMS SITE LOCATION: - �utmrirt►rttttti `o`��ZH OF4A '% , COUNTY: - KUT J� ZIP CODE: - _ SEISMIC CATEGORY: - _ STEN6ERG No. a 1 i31 SNOW LOAD (Pg):, - psf 1\G ��`� WIND SPEED (V3s): - mph C HA PENN . .OLYON HOMES CORPORATION PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 DRAWING TT4P: I E& 2—BOX DW rW� DRAWN at WB DATE: 2/2/05 SHEET: CHECKED BY: SGUE: P3 N1S . PROJECT NO. SERIAL NO. 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 V COPPER, GALVANIZED. OR CABO (ONE AND TWO FAMILY DWELLING 3. WASTE LINES : INSTALL WYE W/CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTE)A. 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 4. ALL VALVES ARE GATE OR ANGLE TYPE STORY(VERTICAL) MAXIMUM EVERY 3'-0'AT THE END OF BRANCHES, AND CHANGE OF DIRECTION OR ELEVATION. 5. ALL HOSE BIBBS ARE 3/4'NON-FREEZE TYPE OR DRAIN VALVE 5. FLOOR PENETRATIONS IN FIRE RATED ASSEMBLIES FOR OW ARE TO BE FIRESTOPPED AND BLOCKED ON-SITE 6. WATER HEATER IS SHIP LOOSE BY PLH AND INSTALLED ON-SITE BY OTHERS. OPTION TO BE INSTALLED BY BY OTC, 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 ISLMD. DATE DESCRIPTION BY 8. ON-SITE PLUMBING T 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. B. 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 10. EQUIVALENT FIXTURES&MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY FURNISHED OR PIPE UNDER SHALL BE SUPPORTED AT AND LABELED. INTERVALS. 9. FUTURERE VENT FOR BASS SPECIFIED EQUIPMENT IS UNAVAILABLE 10. MODELS TO BE CAPPED A 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 PACED 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' MN. HOT& COLD SUPPLY LINE TO BE USED FOR FIELD. WITH 1/2'SUPPLY FROM MAN SERVICE TO 13. ACCESSIBLE P-TRAPS T HAVE A UNION IN TRAP SEAL AND BE REMOVABLE OR HAVE A FULL TRAP SIZE INDIVIDUAL FIXTURES. (1'COLD WATER SUPPLY WITH DISHWASHER). CLEANOUT 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 EQUIVALENT 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 SHALL 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 THANT 1/4' FROM EDGE OF MEMBER 17. HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER. 16. MAXIMUM DISTANCE OF FlkTURE TRAP WEIR TO VENT SHALL BE 18. SUPPLY PIPING IN UNHEATED AREAS (OUTSIDE WALLS& CRAWL SPACES) SHALL BE INSULATED. PIPING SHAH. 1 1/2'PIPE - 5'-0' BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE 2'PIPE = B' 19. PLUMBING FD(TURE 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. AIR 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 MAIN 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 MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS. 22. BELOW410OR 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. OW 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 21 G.P.M.AT 60 P.SJ.(SHOWERHEADS 2.5 G.P.M. MAX.AT 80 P.SJ.) AS PER CABO ONE AND TWO FAMILY BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE 24 3*PVC RADON VENT DWELLING CODE WATER CLOSETS SWILL BE MINIMUM 1.6 GAL PER FLUSH. NOT BE CONNECTED TO BASEMENT VENT OF PIPING SYSTEM. JBOX TOO BE PROVIDED IN�C TO POWER APPROVAL LIMITED TO 26. HOT WATER HEATER INSTALLATIONS SHALL MEET THE REQUIREMENTS OF THE ENERGY CONSERVATION CODE (NI& PA) Y SL7)LT POt�T!®I\B BUILDER: PENN LYON HOMES FAN. 27. ALL PLUMBING TO BE TESTED IN THE PLANT. NO PLUMBING SHALL BE COVERED OR CONCEALED BEFORE FACTOR TESTING. JOB NAME: - 28. HOSE SPRAY FOR TUB/SHOWER (IF PROVIDED) SWILL HAVE A BATH SPOUT AND VACUUM BREAKER. �Elk Y nl. LOB MODEL: CAPE SYSTEMS 29. LEAD CONTENT IN SOLDER &FLUX FOR COPPER TUBE JOINTS SHALL BE LIMITED TO 0.2 PERCENT. {i 4 " 30. PLUMBING TESTS OF COMPETED SYSTEM PERFORMED ON-SITE BY OTHERS SITE LOCATION: - 31. SHUT-OFF VALVES INSTALLED ON EACH SUPPLY LINE AT EACH FIXTURE �LLe1��rltrll►ry�� COUNTY: 32. CRAWL SPACE PIPING SHALL BE PROTECTED FROM FREEZING ON-SITE BY OTHERS. ����\\ OF MAC ,•�����@'K T 9cyG ZIP CODE: - '"-�= SEISMIC CATEGORY: S �L "� � � = - T� - = SNOW LOAD (Pg): - psf �1 U � 31� WIND SPEED (V3s): - mph GENERALLY ACCEPTED STANDARDS MINIMUM DIMENSIONS: A;��;C . ,,�=�^I , 1. PORCELAIN ENAMELED FORMED STEEL PLUMBING FIXTURES:ASME AT12.19.4M 1. CENTERUNE OF WATER CLOSET TO BOTH WAILS SHALL BE 15'MINIMUM �G�e�<3� `s �•V� •��`, P�NN 2 PLASTIC BATHTUB UNITS ANSI Z124.1 2. EDGE OF WATER CLOSET SHALL BE A MINIMUM OF 4'FROM EDGE OF LAVATORY. /p �OiIFU ,�' 3. PLASTIC SHOWER RECEPTORS AND SHOWER STALL:ANSI Z124.2 3. CLEARANCE IN FRONT OF WATER CLOSET SHALL BE 21'MINIMUM. `' •=. ' 4. STAINLESS STEM PLUMBING FIXTURES:ASME A112.19.3M 4. CLEARANCE IN FRONT OF SHOWER SHALL BE 24'MINIMUM. I)LYON 5. VITREOUS CHINA PLUMBING FIXTURES: ASME A112.19.2M 5. SHOWERS SHALL 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 832 FOR SUPPLY PIPING. 7. COPPER TUBING TYPE L& K ASTM 875, B88, B251, B447 HOMES CORPORATION & CONNECTIONS BELOW FIRST FLOOR ON-SITE BY OTHERS. AIPPROVED PO BOX 27. AIRPORT RD, SELINSGROVE, PA 17870 9. POLYVINYL CHLORIDE PVC PIPE AND FITTINGS - SCHED. 40 ASTM 01785. D2241, D2672 (570)374-4004 1(800)788-4754 10. SOLVENT CEMENT FOR(PVC) -ASTM D2564 APR 2005 oaamac VLF'IT. ALL DWV& SUPPLY LINES SUPPORTED BY METAL STRAPS EVERY 4'-0'. 12. VINYL ROLLED GOODS ON BATHROOM FLOORS. PUIY�NG NOTES 13. CROSS LINKED POLYETHYLENE (PEX) POSING TUBING: ASTM F876, F877 PFS Pb DRAWN Elf. MJB DATE: 2/2/O5 . SHEET: UKEUKLD UY: P2 NTS 0 .f 1 PROJECT NO. SERIAL NO. 1/2•VENT 'VENT 1 1/2"VENT •VENT CONNECTION TO CONNECTION TO SHOWER HEAD I/2• SHOWER HEAD /2' TUB OVERFLOW DRAIN VANITY DRAIN ANTI-SCALD VALVE ANThSCALD VALVE 1/2' aD F, PLUMBING ALL SHOWERS ALL SHOWERS ACCESS SHOWER DRAIN PANE PLUMBING �_7CONNECT To ACCESS B FIXTURE I\\ PANEL 1 I/2' \ 1 1/2"TRAP TEE 2•TRAP I \ I NISHED FLOOR NISHED FLOOR I \ I \ OFF TUB DRAIN NISHED FLOOR NISHED FLOOR I /2 \I I 1 Ijr I I /2. 2'TRAM I I /2. I SHUTOFF I DATE DESCRIPTION BY j 1 1/2•TRAP HOT \ VALVE I HOT \ VALVE TUB/SHOWER SHOWER BATHROOM VANITY CLOTHES WASHER NISHED \\\ I HISHHD\\\ I I WASTE&VENT WASTE&VENT WASTE&VENT WASTE&VENT FLOOR �� I SUPPLY FLOOR �� 3•MAIN VENT &W.C.VENT 1/2•VENT WASHER PAN GRAIN TUB/SHOWER SHOWER SUPPLY • CH VENTS AS REQUIRED \ SHUTOFF TEMPERATURE INK DRAINS /% \\ VALVE REUff1�VALVE // \\ ZE PER >) NNECTIONS TO 3/ ISPOSAL \\ VANITY FIXTURE SUPPLY LINE DBL SAN. 2• \\ // RESSURE RELIEF TO 2•VENT FOR R GAP / NON-HAZERDOS LOCATION APPRG AL LfiUITEJ i RE BASE- 2 /2' MENT FIXTURES FACTGR' ?,,LT 6vRTi FIF ED 1/2• FINISHED FLOOR HOT VAUTOFF LVE HOT COLD FINISHED FLO •TRAP NOV 14 ���� (SHED FLOOR DUNS TO VACUUM RELIEF VALVE 2. W/C NON-HAZERDOS FINISHED LOCATED 6'ASOVE AIR GAP DATE PRODUCTION BY FLOOR TOP OF WATER HEATER. DW DRAIN LINE LOCATION NISHED FLOOR SUPPLY SUPPLY PRESSURE REUEF LINE ; vy� 1,A OF M4�L'/C� WATER CLOS S & MAIN VENT KITCHEN SINK/DISHWASHER/DISPOSAL WASHER PAN AT FINISHED FLOOR KJ�1' G �_ MILDER: PENN LYON HOMES WASTE&VENT WASTE&VENT WASTE&VENT (IF REO'D) BATHROOM VANITY WATER HEATER "AB NAME: — LOOPED HIGH AND = No. 41131 CURELY FASTENED o a, �� IDDEL: CAPE SYSTEMS FOOD t DERV To COUNTER OR WALL �'p�fiCHA`� R� ITE LOCATION: — SEENNECTIONS TO SINK FIXTURE — ❑ SHUTOFF VALVES ��;��,,, s , `��� COUNTY: — AND WASHER HOOK UPS CONNECTION /.2 ZIP CODE: 2•P DISHWASHER TO WATER CLOSET SHUTOFF TH DISHWASHER OPTION ONLY SEISMIC CATEGORY: — �p�wru VALVE WYE-BRANCH FITTING R GAP FTTRNG OCKN �Sa /, SNOW LOAD (Pg): — psf 2 kCO-D WATER-HAMMER ARRESTER KITCHEN SINK/DISHWASHER/DISPOSAL s PIPE LISTED 1/2• HOT WIND SPEED (V3s): — mph 3A HUTOFF VALVE WATER-HAMMER PENN Y a r. ARRESTER CONNECT TO DISHWASHER •VENT z��� _�`° LYON 6' MIN. Z•PIK FNISHED HOT NISHED FLOORWATER PROOF ROOF FLANGE FLOOR' APPROVED HOMFS CORPORATION COLD PO BOX 27,AIRPORT RD, SEU%GROVE, PA 17870 (570)374-4004 1(800)768-4754 °"-mt sal a: uru SUPPLY APR 1 8 2.0 0 5 W,NG MILE VENT THRU ROOF DETAIL CORP. SUPPLY SUPPLY KITCHEN SINK `�° lIM& PUIMONG BETAS LOOP VENT DETAIL CLOTHES WASHER WATER CLOSET DISHWASHER/DISPOSAL (PAWN Im w6 °",E; 2/VO5 sKET: CHEMar � P1 NITS PROJECT NO. SERIAL NO. PART DESCRIPTION 1 1 1 PIPE 2 2'PIPE 42 24 1 3 7 PIPE � 4 11/Y P-TRAP FACTORY INSTALLED DRAIN LINE 5 Y P-TRAP �•� ��� 16 24 ----- FACTORY INSTALLED VENT LINE6 1 I/Y LT ELL 7 Y LT ELL 10 � B 7 LT ELL 9—�� I 9 1 Ife ELL DATE DESCRIPTION BY I EIRURE MT I 1�9 � h TO �° I AIN 10 Y ELL 9 11 7 ELL q 12 1 1/2'LT TEE-WYE SHOWER I I i `_ 13 Y LT TEE-WYE FIELD I ;7 1 I 1 14 7 LT TEE-WYE J17 I I/r SAN-TEE °w MITI I I BELOW-FLOOR DRAIN LINES Y SAN rEE rtlCCFJ I INSTALLED ON-SITE BY OTHERS 7 SAN-TEE 4IAND APPROVED LOCALLY Y x Y x I I/Y LT TEE-WTE7 X 7 X I tLT LT TEE YYE7 X 7 X Y LT TEE-WE k VANITY21 Y X Y x Ire SAN-T(l VANITY KITCHEN SINK 22 7 X 7 I X 1/2' SAN-TEE !J 23 7 X 7 X Y SAN-TEE 24 Y X 1 1/2' REDUCER, 25 3'X 1 1/2' REMW 26 7 X Y REHIER 27 4'X 7 CLOSET FLAIXW: 28 1 1/2' TUB DVERFLDY 29 I I/2'CUNT WASTE 30 1 1/2' 45 ELL 6 31 Y 45 ELL �.. 32 7 45 ELL 33 7 RODF FLANGE 34 1 1/Y airLING DATE PRODUCTION BY �• 35 Y CUIKINGi pp PROVAI LIMFr----0 TQ 36 7 LT]IpLIIJf pCTORI BUILT PORTION 37 Y CAP 38 1 1/Y aLAWW PLUG NOV39 0 r aim oor PPLUG " N 11 =: 2005 BUILDER: PENN LYON HOMES 41 3•DBL SAN-TEE JOB NAME: — 42 3'x 3'X 2•X 2•DBL SAN-TEE 43 3'X 3•X 1 1/2•X 1 1 2•DOL SAN-TEE `tUU4r parry FACTORY INSTALLED COLD WATER LINE 444 5 a•PI��—� ` ` ����;1 OF M,q9�'%,,�� MODEL: CAPE SYSTEMS y SITE LOCATION: ----- FACTORY INSTALLED HOT WATER LINE 46 4'X 4'X 2'LT TEE-WYE O� p(URT GJ, 47 4'X 4'X 3'TEE-WYE A �� COUNTY: — /8 4'CLEAN-OUT PLUG n _a /z' _ ST '` - _ ZIP CODE: — 49 4'TEE-WYE S114JNEB 50 4•X 2'REDUCER v No 411131 - 1/2 WATER HAMMER 52 a'x a•x 44''L ET TEE-WYE o A��9�. ��"�Q SEISMIC CATEGORY: — 10L� 1/2' /2' ARRESTOR (TYP) 53 a•x a•x 3•sANr TEE %,� 0x1l Cf!.q`i� � . SNOW LOAD (Pg): — psf 54 4'X 4'X 3'X 3'DBL'SANT TEE S a ,0 1/2" 1 1I 55 4'ELL ' ,�� Sl f'I ��, WIND SPEED (V3s): — mph J �4/2' 70CC IJ 56 3'X 4'REDUCING ELL V 1 I 57 4•X 4•X 3'LT TEE-WYE I TuIT SHOWER VANITY /2° 5B 4-LT ELL PENN 59 3•DBL FD(TURE FITTING VANITY /2s 1) BELOW-FLOOR WATER LINES INSTALLED ON-SITE BY 60 3'DBL 1 4 BEND LYON OTHERS AND APPROVED LOCALLY 61 3'WYE 2) SHUT-OFFS PROVIDED ON ALL SUPPLY LINES AT EACH FIXTURE 62 4'WYE 3) LAUNDRY FACILITIES INSTALLED IN BASEMENT BY OTHERS (BASEMENT MODELS) 633 2.45Vff "p° HOMES CORPORATION A P OV E I PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 DRAWING TIRE: APR 1 2005 MrAL 2-Box g+��py p�pa�pq (q�y��g�q�y ppz�y9 PLUMBING SCHEMATICS 9 U S Yu0 V� 0 u DRAWN(1Y: WB DA7E: 2/2/D5 MEET: CHECKED DV: SGLL P 4 • NTS PROJECT N0. SERIAL NO. FACTORY SUPPLIED COMM IBM VENT 067ALLED ON-SIZE BY OTHERS (2)2x6 I=PER MODULE . 2X SPF J2 RAFTER AT EACH TRIM IX3 LATERAL BRIDGING(ON-STIE BY OTHERS) FASTEN RAFTER PANEL EDGE RAIL TO TRUSS WADER 2X4 EDTS RAIL WITH(3)l6d NABS PER TRUSS/RAFTER SPACING 2X2 LEDGER FASTER COLLAR TIE TO RAFTER WITH(8)16d NAILS 2:SPF 2 COUAR TE O FAC♦1 TRUSS (ON-SITE BY OTHERS) . 2X6 TRIMS HEADER ATTIC AREA FINISHED DN-sTE MAHUFACTURED HINGED WOOD TRUSSES TO BE SPACED APPROPRIATELY FOR SNOW DATE DESCRI TION 8Y BY OTHERS AND APPROVED LAID OF STYE LOCATION 3 INSTALLED PER MANUFACTURERS OMM DRAWNNS.. gg LOCALLY. INSULATION LEVELS DETERMINED BY RES• - IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN S CHECK OVER 130 (W)CLASS AL ROOF UASS SHINGLES JANUARY 6 25T OR LESS.AN ICE BARRIER THAT /1�TILE SEAL ROOF LINING, ENT CONSISTS OF AT LEAST TWO LAYERS OF UNDEIBAYYENI t2 (1)FACE KNEE WALL TO TOP OVER 7/16'ANTRUM RATED ROOFSHEAT SHE THING CEMENTED TOGETHER OR A SELF-ADHERING POLYMER 12(MAX) W CHORD(ON-SIZE BY OTHERS) (224/16 DDIIDEXX))stub BEE224'WITTHOUTLA CUPS.(4OPSF)) MODIFIED BITUMEN SHEET.SHALL BE USED IN LB91 OF 9 al NORMAL UNDER AYMENT AND EXTEND FROM RE 2X4 NN=KNEE WALL EAVE'S EDGY TO A POW AT LEAST 24'11610E THE ' INSULATION LEVELS DETERMINED BY RESCHECH ANALYSIS. 4 EXTERIOR WALL LINE TOE NAIL BOTTOM RATE TO EACH ODIC FORM PROVIDED TO LOCAL.BUILDING OFFICIAL 2S/32'AGENCY RATED BOTTOM CHNID MAIM(1)16d NAIL WON EACH 06CAE7E � TAG FLOOR DECK@NG FROM EACH SIDE AT EACH IOffE 2'(MIN)AIR SPACE PROVIDED W/BAFFLES - T$ 4'-0' (ON-STIE BY DINERS) AT EVERY OTHER TRUSS SITE INSTALLED 2.TRUSS BOTTOM CHORD(SEE SPECIFIC TRUSS ORAWING) 6•ALIAIMAI FQd51ED FASCIA' DBL(MIN)2X PERIMETER BEAM BOLTED WAFT 1/2' OVER 2X6 SUB FASCIA VENTED VINYL SOFFIT THROUGH BOLTS 0 6'OC ON-SITE BY OTHERS. 5/8'GYPSUM (.92 SI/SF) ALT.08 DECKING FASTENED OVER SEAM DBL 2X4 MIN SPF 12 TOP PLATE OBL 2X SPF 12 TOP PLATE WITH 8'DIMENSION PERPENDICULAR TO JOISTS 5/8'THX X 2'MANE PLYWOOD(OR EQUAL) INSULATION LEVELS OERFRYINED Bf RESCHECI( CT NOTE WEATHER PROTECTIVE BARRIER WILL EITHER AN0 FASTENED WITH 10d NAILS 0 3.OC. 1'GAP CONFORM TO/SIM D226 OR HAVE AN EVULNTIDN COMPRESSION STRIP(IMP-BEARING WALLS) ANUYSS.COWUMCE FORM PROVIDED TO LOCAL REPORT THAT SPECIFICALLY INDICATES THAT IT 6 2X4 MIN SPF/2 0 16"OC BUILDING OFFM WITH EACH DISCRETE MODEL. AN ALTERNATIVE TO ASTM 0226 Q 13'-9'MODULE'A'(8'-0•MIN,15'-8'MAX) IS-9'MODULE 13'(8'-0-MIN.15'-8•MAX)GENERAL N -4 ZX6 SPF SAID GLADE 0 24'OD(YAl() OPT:2X4 SPF STUD GRADE 0 24'OC(MAX) . 1)ALL.INSULATION INSTALLED WITH VAPOR BARRIER TOWARD HEATED SIDE g� DaEm FINISH OVER AIR INFILTRATION VAPOR BARRIER SHALL BE KRAFT PARR OR EQUAL G (4)MEMBER FLOOR GIRDER(SEE TABLES) BIRRER OVER 7/16•AGENCY RATED 2)BASEMENT SMOKE DETECTOR PREWBED BY FACTORY AND INSTALLED ON-SITE BY OTHERS. BOLTED IMAM 1/2'THROUGH BOLTS MTHIXG 3)HABITABLE ROOMS CONSTRUCTED IN BASEMENT STALL BE PROVIDED WITH NATURAL LIGHT t; 0 6'OC ON-SITE BY OTHERS . AND VENT. bMMW NATURAL LIGHT BASED ON 8%OF RM AREA MINIMUM NATURAL 1/2-GYPSUM(CLASS-Cl SEE ADDITIONAL GUIDER CONFRxIRATO& 1/2'GYPSVy VEIN BASED ON 4%OF FLOOR AREA WINDOWS SHALL ARM COMPLY WITH MINIMUM EGRESSj[ Y REOURDIQBS. 2X4 MIN SPF 02 BOTOM PLATE mp 23/32•A RATED 2(SPF 12 BOTTOM P� DATE PRODUCTION 4)PRECAST LDITELS REWIRED OVER MASONRY OPENINGS(BY OTHERS). LINTELS SIZED BY TAG FLOOR DECKING OTHERS AND APPROVED LOCALLY L DBL 2X8/2XIO POBMETER BAND TOE HALED I_ 5)EXTERIOR SIDING SHALL BE INSTALLED PER SIDING MANUFACTURER'S ISTALLATION INSTRUCTIONS, 21(8 SPF 12 0 16'OC(MIN)UP TO I I'-10'MODIAE(SEE NOTE 11) 140 SW#2 0 16'OC(MIN)UP TO 15'-8-MODULE(SEE NOTE 11) TO Sill RATE WITH 16d(0.135'0■3)51 GALVANIZED 6)EXTERIOR OPENINGS SHALL BE RA90 WITH CORDON RESISTANT MATERIALS. NAILS 0 8'OC ON-SITE BY OTHERS 7)BASEMENT Sfnu6 sLffm AND I6TALILD oN-51E Br OTHERS AND APPROVED LOCALLY. 1/4'STEEL PLATE SAME WIDTH AS FLOOR GIRDER 2X2 LEDGER•/(1)3 A'X 0.131.0 NAIL 0 4'D.C. Ia 'g GRADE . B)ATTIC VEHYRATION SHALL PROVIDE A KET FREE AREA EQUAL TO 1/150 OF THE ATIC'S •/(4)3/8'c 2•LAG SCREWS(BY OTHERS) 2X6(WIN) TREATED 541(BY OTHERS)- AREABUILDER: PENAL LION HOMES 9)RAFTER OR TRUSS GAME�""Ds i00BE�ADRIST THE ED MR OFFTING FLOW O`er SNOW VENTS, ;[pr APPROVAL LIMITED TO INSIRAnoN LEVELS DETERMIINED BY RESCHIECK ANALYSIS. FOUNDATION ANCHOR BOLTS SHALL BE 1/z•DIA X Ir(I/N)wrtH 15• 10)ALL FASYEDONG SHALL BE 94 ACWROMICE WITH THIS StMET. COGMIJANCE FORM PROVIDED TO LOCAL BUILDING OFFICAL EMEIEDDMENT INTO MASONRY. BOLTS LOCATED 12'IN EITHER DIRECTION !'7 JOB NAME: - 11)PRE- GINEERED STRUCTURAL COMPONENTS(LE WOOD I-IOISIS.OPEN WEB TRUSSES.ETC) WITH EACH DISCRETE MODEL FROM ANY CORNER AND 6.OC(MAX)AROUND FOUNDATION PERIMETER FACTORY BIU)L' PORTION MAY BE USED IN RACE OF OR INTEGRATED WITH DIMENSIONAL.LUMBER FRAMING MEMBERS. INSULATION SHIPPED LOOSE FOR ON-SITE INSTALLATION MASONRY PLATE TIES WITH EQUAL OR GREATER STRUCTURAL PROPERTIES COMPONENTS INSTALLED PER COMPONENT MANUFACNRFR'S INSTALLATION D6TRucnoNs AND BY OTHERS. FLOOR INSULATION OPTIONALLY INSTALLED MAY BE SUBSTITUTED FOR ANCHOR BOLTS MODEL: CAPE SYSTEMS BY FACTORY.BUILDER MAY OMIT FLOOR INSULATION AND Nov ,. n 12)266 CAA GALV TERWIE SHIELD WITH 3 1/2'0MIHMG ON OWE AND 3/4'OY WWG ON R61MTE BAsoREDB WALLS To IRc ENERGY CODE. BY�° LOCAL . o I � zloor SITE LOCATION: - OUTSIDE(OR EQUAL)PROVIDED BY OTHERS. 13)SILL PLATE/14mu sEAM sEALm oN-s1TE BY mom STEEL SUPPORT COLUMN(SIZED BY OTHERS) COUNTY: - 14)TRUSS TO MODULE CONNECTIONS DESIGNED PER TRUSS MANUFACTURERS DESIGN DRAWINGS SEE FOUNDATION DRAWING FOR SPACING 111111tlfflffff/ 15)FRAME WALLS.FLOORS AND CELINfS NOT VENTED TO ALLOW MOISTURE TO ESCAPE SMALL \\\` C T�1 /� ING OZIP CODE: OFF 1D PERM WHEN TESTED IN MOM WITH AN APPROVED VAPOR W�iTHH HAVING � MAxBF A IMEPER ERN,THE VAPOR Of �AI�jL� '/��� - RETARDER SHAH BE 40ALLO ON THE WARM-IN WINTER SIDE OF THE THFIOAL ILAAATIOH .....,. _ ..: ...• �`� '( - �y qqR J, - SEISMIC CATEGORY: SNOW LOAD (Pg): — psf A TYPICAL"2-BOX CROSS SECTION = o S H E N = _ No.41131 _ WIND SPEED (V3s): mph TA FLUSH_ _ PENN BOLTED WITH 1/�2'EDTHROUp1T�) DA.2X8/2XIO PERIMETER BAND ME NAILED /'',�,:�: �"�Et"•1,}1V LION 0 6'OC ON-STIR BY OTHERS _ _ To SILL PLATE WITH 16d(0.135'0 t 3 Ail __l GALVANIZED '+�'ses a•cna^,.- _--. NAILS 0 B.OC ON-SITE BY OTFENS APPROVED Q 24'(INN)REO'D FOR AREAS REQUIRINGF71 o Z GRADE YtY�b' *WO'�C �rTOT T*O*T METAL JOIST HANGER c SERVICE ACCESS TO MECIWOCAL EQUIPMENT ANCHOR BOLT PO BOX 22i7M,, AIRPORT RRD, SEUNSGROVE, PA 17870 16'%16'CONCRETE LAPR (570)374-4004 1(800)788-4754 OPTIONAL FLUSH FLOOR GIRDER DETAIL PER(ION)-SEE MUNQ4110N WALL FOOTINGS'DRAINAGE' 8 20105 FOUNDATION(MIN) FOR SEAG7HC DESIGNED BY OTHERS PER LOCAL CONDITIONS DRAWING TITLE �M 2—BOX CROSS SEC1ION C ETA DRAWN BY: WB DATE 2/2/D5 SHEET: • RAWL SPACE DL CHECKED BY: SCALE: S 1 TUTS J 2x8 SPF#2 OR 2x10 SPF#2 OR 2x10 SPF#2 OR 2x11 SPF#2 OR PROJECT NO. SERIAL NO. BETTER FLOOR GIRDER BETTER FLOOR GIRDER BETTER FLOOR GIRDER BETTER FLOOR GIRDER 2x8 SPF#2 OR 2x8 SPF#2 OR BETTER FLOOR JOIST BETTER SPFTER FLOOR OROR JOIST BETTER BETTER FLOOR JOIST SPF 12 OR BER FLOOR JOIST METAL JOIST HANGER FASTEN LEDGER STRIP METAL JOIST HANGER FASTEN LEDGER STRIP NAIL ® 4" OC W/ (1)3 Y," x 0.131 NAIL 0 4" OC 2x8 JOISTS MID JOISTS 2x8 JOISTS 2x 10 JOISTS w/ 2x8 GIRDER w/ MID GIRDER wZ 2x10 GIRDER wZ 2x12 GIRDER CAPE MARRIAGE WALL FLOOR GIRDER(30 PSF GROUND SNOW LOAD) CAPE MARRIAGE WALL FLOOR GIRDER(60 PSF GROUND SNOW LOAD) DATE DESCRIPTION BY MEMBERS TYPE 12'MODULE IV MODULE 16'MODULE MEMBERS TYPE 12'MODULE 14'MODULE 16'MODULE PER MODULE MAX.SPAN I REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. PER MODULE MAIL SPAN REACTI ON MIN.BRG. MAX.SPAN REACTION MIN.BRG. MAIL SPAN REACTION MIN.BRC, 2 2x8 No.2 SPF 5l.0 in 2079 bs 1.63 in 4 t-8 in 22281bs 1.75 in 4 t-4In 2320 Ibs 1.82 in 2 2x8 No.2 SPF 4l.8 in 2236 bs 1.75 in 4 t-3 In 2334 bs 1.83 in 3l-10 in 2403 bs 1.89 in 2 2x 10 No.2 SPF 61-2 in 2536 bs 1.99 in 5 t-91n 2718Ibs 213 In 5 t-5 in 2888 bs 2.27 in 2 200 No.2 SPF 51-8 in 2728 bs 2141n 5 t-4 n 2927 bs 2.30 in 4 t-11 in 3066 bs 2.41 in 2 2x12 No.2 SPF 7 It-1 in 2937 bs 2.30 in at-7 in 31481bs 247 in 6 t-3 in 33451bs 2.62 in 2 Z02 No.2 SPF 6l-7 in 3159 bs 248 in at-21n 3389 bs 2.66 in 5 t-9 in 3605 bs 2.83 in 2 7.25 LVL 8 t.2 In 3373 bs 1.50 in 7 t-7 n 36151bs 1.61 in 7 t-2 in 3841 Ibs 1.71 in 2 7.25'LVL 7 t-7In 3628 bs 1.61 In 7 t-1 in 3892 bs 1.73 in at-8 in 4140 bs L84 in 2 9.25'LVL 10 ft-2 in 4218 bs 1.87 in 9 It--6 in 4520Ibs 201 in at-11 In 48D4 Ibs 2.14 in 2 9.25 LVL 9 t-6 in 4537 bs 2.02 in 81-10 in 4868 bs 216 in 81-4 in 5177 bs 2.30 in 2 11.25'LVL 121-2 in 5D42 bs 224 in 11 A-4 in 54041bs 240 in tO t•8 n 5743 Ibs 2.55 In 2 11.25'LVL 111-4 is 5424 bs 2.41 n 10 t.7 in 5819 bs 2.59 in 9l-11 n 6189 bs 2.75 n 2 14'LVL 14 t-10 n 6142 bs 273 n 13 t-10 n 6583 Ibs 293 in 13 ft-0 n 6996 Ibs 3.11 in 2 14'LVL 131-10 in 6607 bs 294 in 12 t-101n 7088 bs 3.15 in 12'-!!'2 -1 n 7539 bs 3.35 n 2 18 LVL 18 t-6 in 7670 Bu 3.41 in 17 t-4 in 82191bs 3.65 in 16 t-3 in 8735 Ibs 3.88 n 2 18 LVL 17 t-3 in 8250 bs 3.67 n 16 t•1 in 8651 bs 3.93 in 15 t-1 In 9413 bs 4.18 n 2 27 LVL 22 ft-0 in 9095 bs 4.04 in 201-6 n 97471bs 4.33 in 19 fl•4 in 10358 bs 4.60 in 2 27 LVL 201-5 in 9783 bs 4.35 in 192-1 in 10495 bs 4.661n 17 t.11 in 11163IDS 4.96 n 3 2x8 No.2 SPF 6 t-2 in 2546 bs 1.33 in 5 t-9 in 2728 bs 1.43 in 5 t-5 in 2899 Ibs 1.52 in 3 2x8 No.2 SPF 511-9 in 2738 bs 1.43 in 5 t-4 n 2938 bs 1.54 in 5 t.0 in 3125 Ibs 1.63 in 3 200 No.2 SPF 7111-6 in 3106 bs 1.62 in 7 t.0 in 33291bs 1.74 in 6 1-7 in 3538 Ibs 1.85 in 3 200 No.2 SPF 7 t-0 n 3341 Ibs 1.75 in at-6 in 3585 bs 1.87 in at-1 in 3812 bs 1.99 in 3 202 No.2 SPF 8 t-8 in 3597 bs 1.88 in 8 t-1 In 38551bs 202 in 7 ft-8 in 4097 Ibs 2.14 in 3 2x12 No.2 SPF 8l.1 in 3669 bs 2.02 In 7 t-6 n 4151 bs 217 in 7 t-1 in 4415 Bu 2.31 In 3 7.25'LVL 91-2 in 3807 bs 1.13 in 8 t-9 in 41531bs 1.23 in 8 t-4 in 4486(bs 1.33 in 3 7.25'LVL B l-7 in 4118 bs 1.221n at-2 n 4502 bs 1.33 in 7 t-10 in 4871 bs 1.44 in 3 9.25'LVL 112-9 in 4857 bs 1.44 in 11 t.2 in 5299Ibs 1.57 in 10 Q-8 in 57241bs 1.70 in 3 9.25'LVL 11 Q-0 in 5254 Ibs 1.56 in 10 t-5 n 5744 Ibs 1.70 In 10 t.0 in 6215 bs 1.84 in 3 11.25'LVL 14 Q-3 in 5907 bs 1.75 in 13 t-7 in 6445Ibs 1.91 in 13 t-0 In 6962 Ibs 2.06 In 3 11.25'LVL 131-4 in 6389 bs 1.89 in 121-8 in 6986 bs 207 in 12 It-2 in 7558 bs 2.24 in 3 14'LVL 17 ft-9 in 7351 bs 218 in 16 t-11 In 8020Ibs 238 in 16 ft-0 in 8568 Ibs 2.54 in 3 14'LVL 16 t- 7 in 7951 bs 2.36 n 15 t-9 n 8682 bs 257 n 14 Q-10 n 9233 bs 2.74 in 3 18'LVL 22 t-8 in 9393 W 278 n 21 t-2 in 10067 Ibs 2.98 in 19 Q-11 n 10698 Ibs 3.17 in 3 18'LVL 211-1 fn 10104 It 2.991n 19 t-8 n 108401bs 3.21 in 18 t-6 n 11529 to 3.42 In 3 27 LVL 26 t-11 n 11139 Ibs 3.30 n 25 t-1 in 119381bs 3.54 in 23 fl-8 n 12686 bs 3.76 in 3 27 LVL 25 ft-0 in 11982 Ibs 3.55 n 23 t.4 n 128551bs 3.81 In 21 t-11 n 13672 Qa 4.05 in 4 2x8 No.2 SPF 7l-1 in 2940 Ills 1.15 in 6 It-8 in 31501bs 1.24 in 6 t-3 in 3348 Ibs 1.31 in 4 2x8 No.2 SPF 61-7 in 3162 bs 1.24 in 6 It-2 in 3392 bs 1.33 in 5 t-9 in 3608 Ibs 1.41 in 4 200 No.2 SPF 8l-8 In 3587 bs 1.41 In 8 It.1 in 38441bs 1.51 In 7 ft-7 in 4085 Ibs 1.60 in 4 200 No.2 SPF 8 t-i in 3858 bs 1.51 in 711-6 n 4139 His 1.62 in 7 t-1 in 4402 b5 1.73 in 4 202 No.2 SPF 10 t-0 in 4154 bs 1.63 in 9 t-4 n 4451 Ibs 1.75 in all-10 in 4730 Ibs 1.86 in 4 2x 12 No.2 SPF 91-4 in 4468 bs 1.75 In at-8 n 4793 bs 1.88 in 8 t-2 in 5D98 bs 2.00 In 4 7.25'LVL 101-4 in 4283 bs 0.95 in 9 ft.10 in 46721bs 1.04 in 9 ft-5 in 5047 Ibs 1.12 In 4 7.25'LVL at-8 in 4632 bs 1.03 in lit-2 n 5065 Ibs 1.13 in at-101n 5480 bs 1.22 in DATE PRODUCTION BY 4 9.25'LVL 13 ft-2 in 5464 bs 1.21 in 124-7 in 5961 Ibs 1.32 In 12 ft-0 in 6439 Ibs 1.43 In 4 9.25'LVL 12 t-4 in 5910 bs 1.31 in 11 t.9 in 6462 bs 1.44 in 11 t-3 in 6991 bs 1.55 in 4 11.25'LVL 161-1 In 6645 bs 1.481n 15 t.3 in 7250Ibs 1.61 in 14 ft-7 in 7832 Ibs 1.74 in 4 11.25'LVL 15l-O In 7188Ibs 1.60 in 141-3 in 7859 Ibs 1.75 In 13 ft-8 in 85031bs 1.89 in 4 14'LVL 20 ft.0 In 8270 bs 1.84 in 19 t-0 in 9023 Ibs 2.01 In 11311-2 in 9746 Ibs 2.17 in 4 14'LVL 181-8 In 8945 Ibs 1.99 in 17 ft-9 n 9780 bs 2.17 In 17 ft'-0 in 10581 bs 2.35 in 4 16'LVL 251-8 in 10633 Ibs 2.36 in 24 ft-5 in 15601 bs 2.58 in 23 ft-0 n 12353 Ibs 2.75 n 4 18'LVL 244-0 in 11501[bs 2.56 n 22l•gin 12517 Ibs 2.78 in 2111-4 in 13313 bs 2.96 n 4 z7 LVL 31 ft-1 in 1z8821bs 2.86 in 29 R-0 in 13784 bs 3.06 in 27 fl-41n 146491hs 3.261n 4 22'LVL 28 Q-11 in 13835 bs 3.07 n 26 t-11 in 148431bs 3.30 in 25 ft-4 in 157871bs 3.51 in BUILDER: PEN N LYON HOMES JOB NAME: - CAPE MARRIAGE WALL FLOOR GIRDER(FLOOR LOAD ONLY) CAPE FOUNDATION LOADS(30 PSF GROUND SNOW LOAD) 1 MEMBERS 17 MODULE 14'MODULE 16'MODULE APp*TZOVAL �_9gJ�31D TOE! MODEL: CAPE SYSTEMS PER MODULE TYPE MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MODULE 9112 ROOF PITCH 12M2 FACTv��' Ui3ILT PCs®TIQI�t SITE LOCATION: - 2 2x8 No.2 SPF 7 t-gin 1168 bs 0.92 in 7 t-3 in 12621bs 0.99 in 6 ft-9 in 1349 Ibs 1.06 in (FEET) MARRIAGE WALL SIDE WALL MARRIAGEWALL SIDE WALL _ 2 200 No.2 SPF 9l-6 in 1426 bs 1.12 in 8l-10 in 1540Ibs 1.21 in ft-3 in 16461bs 1.29 in TOTALLIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE u f f COUNTY: - 2 202 No.2 SPF 11 It-0 in 1652 bs 1.30 in 10 t-2 in17841bs 1.40 In9 ft-6 in 1907Ibs 1.50 in 'IVLOAD LOAD LOAD LOAD LOAD LOAD LOAD " 0 .1 4 200b 2 7.25'LVL 11t-On 1654bs 0.74in 10ft-6n 18331bs 0.81n 104-On 20031bs 0.89n ,��T111i1111/►/r7j7j ZIP CODE: - 2 9.25'LVL 1411-1 in 2110 bs 0.94 in 13 ft-4 in 23381bs 1.04 in 12 It-91n 2556 bs 1.14 in Ei2827 pH 580 plf 1028 plf 722 t 827 t 580 t 1028 If 722 t O )e A 2 11.25'LVL 17t-1 n 2566 bs 1.14 in 161t-3 n 28441bs 1.26 n 15 t-71n 3109 bs 1.38 n1� SS' �� SEISMIC CATEGORY:2 14'LVL 21 t-3 n 319a bs 1.42 n 20 ft-3 n 3539 Ibs 1.57 n 19R-4in 3869 Ibs 1.72 n218'LVL27t-4n41061bs1.82 n 26 t-0 in 4550bs 202 n 24l-10 n 4974 bs 221 n 950 pl 677 t 1174 ! 835 pl 950 pl 6T7 pl 1174 t 835 pl � ► UF Tcl� � SNOW LOAD (Pg): - psf 2 27 LVL 33 R.5 n 5018 bs 223 in 31 t-9 in 5562Ibs 247 n 29t-11 n 5960 Ibs 2.56 in 1073 If 773 pff 11321 pff 1 947p1 1073p1f 773p1 1321p1f 947p1 - STFNBE=•- G 1N WIND SPEED (Vas): - mph 3 2x8 No.2 SPF 9 t•6 in 1431 bs 0.75 n 81-10 in 15451bs 0.81 in 8 Q-31n 1652 Ibs 0.86 in I v � E i 9 3 202 No.2 SPF 11 Q-6 n 2023 bs 1.91 n 10 ft-9 in 21861bs 1.14 n I I t-1 in 20161bs 1.22 in (OLYON PENN 3 2x12 No.2 SPF 13 Q-6 n 2023 bs 1.06 n 12 ft-6 in 21851bs 1.14 in 11 t-8 n 2336 Ibs 1.22 n3 7.25'LVL 12 ft-4 n 1852 bs 0.55 n 11 ft-91n 20531bs 0.61 n 11 t-3 n 2244 Ibs 0.66 in CAPE FOUNDATION LOADS(60 PSF GROUND SNOW LOAD) l�y� . 9 FL N�pt\ ° :3 9.25'LVL 15Q-9 in 2363 bs 0.70 n 15 2-0 in 2619 Ibs 0.78 in 14 t-4 n 2853 Ibs 0.85 in 'i F� , 3 11.25'LVL 19 Q-2 in 2874 bs 0.85 n 18 0-2 in 31851bs 0.94 in 171.5 n 3482 Ibs 1.03 inMODULE ROOF PITCH ri S} � 3 14'LVL 23 t-1 in 3577 bs 1.06 n 22 t-8 in 3964Ibs 1.17 n 211.8In 4333 Ibs 1.28 in WIDTH 9!12 12112 rrr ��.� 3 1 18'LVL 30 t.81n 4598 bs 1.36 n 29 t-1 n 50961bs 1.51 in 27 ft-10 n 5571 Ihs 1.65 in (FEET) RIAGE WAL SIDE WALL MARRIAGE WALL SIDE WALL 3 22'LVL 37 4-6 in 5620 bs 1.67 n 35 t-7 in 62291bs 1.85 in 34 ft-1 n 6809 Ibs 2.02 in TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE HOMES CORPORA 110N LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOADI PO BOX 21, AIRPORT RD, SELINSGROVE, PA 17870 4 1 2x8 No.2 SPF 11 ft-0 in 1 1652 bs 0.65 in 10 t-2 in 1785 bs 0.70 In 9 t-6 in 1908 ibs 0.75 in (570)374-4004 1(800)788-4754 4 IbIO No.2 SPF 131-5 in 2016 Ibs 0.79 in 12 It-5 in 2178 bs 0.85 In 11 ft-8 in 2328 Ibs 0.91 in 12 957 pl 710 If 1360 pff 1054 pif 957 If 710 If 1360 pff 1054 pff ,g��p�,y 4 2x12 No.2 SPF 15 ft-71n 2336 bs 0.92 in 14 2-5 in 2523 bs 0.99 in 13 ft-6 n 2697 Ibs 1.06 in 4114 DRAWING mIF: 4 7.25'LVL 13 t-11 in 2084 bs 0.46 in 13 It-2 in 2309 bs 0.51 in 12 ft-7 n 2524 Ibs 0.56 in 14 1102 f 826 t 1554 t 1214 If 1102 pl 828 II 1554 t 1214 t �3 ��nn n Mp ntp�p 4 9.25'LVL 1711-9 in 26581bs 0.59 in 16 t-10 in 29461bs 0.65 In 16 A-1 n 3220 Ibs 0.72 in �NuN1�l nVu��uG1` & 4 11.25'LVL 21 ft-7 in 3233 bs 0.72 in 20 t•6 in 3583 bs 0.80 In 19 fl-7 in 3917 Ibs 0.87 in 16 1247 f 947 pl 1748 If 1375 pl 1247 Nf 947 plf 1748 pl 1375 t rAPR q O 0 4 14'LVL 26l.10 in 4024 tbs 0.89 in 25 t-6 in 4459 bs 0.99 in 241-4 n 48741bs 1.08 in 1 �' MJB �� 2/2/05 � 4 18'LVL 34 t-6 in 5173 bs 1.15 n 32 R-9 n 5733 bs 1.27 in 31 1-4 in 6267 Ibs 1.39 in (� 4 22'LVL 421-2 in 6323 the 1.41 in 40l-0 n 7007 Ibs 1.56 n 38 ft.4 In 76591bs 1.70 in CHECKED b srAtE J MS CAPE MARRIAGE WALL HEADER SPANS(30 PSF GROUND SNOW LOAD) CAPE MARRIAGE WALL HEADER SPANS(60 PSF GROUND SNOW LOAD) PROJECT NO. SERIAL NO. MEMBERS 12'MODULE 14'MODULE IV MODULE MEMBERS 12'MODULE 14'MODULE 16'MODULE PER MODULE TYPE MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG, MAIL SPAN REACTION MIN.BRG. PER MODULE TYPE MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. 2 2x4 No.2SPF 311-9n Bib IDS 0.64n 31-6in 884bs 0.69in 31.3n 945bs 0.74n 2 2x4 No.2SPF 31-3n 932bs 0.73in 31-On 1006bs 0.79n 21-10in 1076bs 0.84iin 2 2x6 No.2SPF 51-6n 1195bs 0.94n 51-1n 1291bs 1.01i1 4ft-9in 1380bs 1.08n 2 2x6 No.2SPF 41-10n 1361bs 1.07in 4t-5n 1470bs 1.15n 4ft-2n 1571bs 1.23n 2 2x8 No.2SPF Eft-11n 1511bs 1.19in 61-5n 1632bs 1.28in Eft-On 1745bs 1.37n 2 2x8 No.2SPF 511-1n 1721bs 1.35n 51-7n 1859bs 1.46n 5ft-3n 1987bs 1.56in 2 2x10 No.2SPF 81-5in 1844bs 1.45n 71-10in 1991bs 1.56n 7ft-4n 2129bs 1.67 in 2 2xIO No.2SPF 71-5n 2100bs 1.65n 6ll-10in 2268bs' 1.78n 61-5n 242 bs 1.90n 2 2x12 No.2SPF 9t-gin 2135bs 1.67n 91.0n 2307bs 1.81n 8ft-5n 2466bs 1.93n 2 2x12No.2SPF Bl-7n 2432bs 1.91in 71-11in 2627bs 2.06n 7ft-5in bs 2.20n 2 3.5'LVL 511-1in ll17bs 0.50in 41-10in 1238bs 0.55in 4ft-Bin 1353bs 0.60n 2 3.5'LVL 41-7n 13DObs 0.58n 4t•4in 1441bs 0.64n 41-2n 1575bs 0.70n 2 5.50'LVL 8 11.0 in 1755 bs 0.78 in 7 0-7 in 1945 bs 0.86 in 7 0-3 in 2126 bs 0.94 in 2 5.50'LVL 71.2 in 2D43 bs 1 0.91 in 61-10 in 2265 bs 1.01 n 61.7 n 2475 bs 1.10 n 2 7.25'LVL 101-7 n 2313 bs 1.03 n 10 t-1 in 2564 bs 1.14 n 91-7 n 2802 bs 1.25 n 2 7.25'LVL 9 A-6 n 2694 bs 1.20 in 9 t-0 in 2985 bs 1.33 n B 1-6 n 3225 bs 1.43 n 2 9.25'LVL 13 11-6 in 29521bs 1.31 in 121.10 n 3271 bs 1.45 in 121.2 in 3541 bs 1.57 in 9.25'LVL 12 ft-1 in 3437 bs 1.53 n 111.5 in 3773 bs 1.68 in 10 t-8 in 4033 bs 1.79 in 2 11.25'LVL 16 A-5 n 3590 bs 1.60 in 15 t .76-6 in 3960 bs 1 n 4 0.6 n 4233 bs 1.88 in 2 11.25'LVL 1 14 ft-9 in 1 4175 bs 1 1.86 in 13 0-8 in 1 4510 bs 2.00 in 121.9 in 1 4821 bs 1 2.14 in MARRIAGE WALL CEILING BEAM SPANS(30 PSF GROUND SNOW LOAD) MARRIAGE WALL CEILING BEAM SPANS(60 PSF GROUND SNOW LOAD) MEMBERS TYPE 12'MODULE 14'NODULE 16'MODULE MEMBERS TYPE 12'MODULE 14'MODULE 16'MODULE DATE DESCRIPTION BY PER MODULE MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. PER MODULE MAX SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. 1 2x8 No.2 SPF 411-10 in 1064 bs 1.67 in 4 t-6 in 1149 bs 1.80 in 4 A-3 in 1228 bs 1.93 in 1 2x8 No.2 SPF 4 t-3 In 1212 bs 1.90 In 3 0-11 in 1309 bs 2.05 In 3 t•8 In 1399 ba 2.19 in 1 2x10 No.2SPF 5A-11n 1296bs 2.03n 5t-6n 1400bs 2.20n 5ft-2n 1497bs 2.35n 1 2xID No.2SPF 5t-2n 1476bs 2.32n 40-10n 1594bs 2.50n 42-6n 1704bs 2.67n 1 2xl2 No.2 SPF 6 It-10 in 1500 bs 2.35 In 6 t-4 in 1620 bs 2.54 in 51.11 in 1732 ba 2.72 in I 2x12 No.1 SPF 6It-0 in 1708 bs 2.68 in 5 t-7 in 1845 bs 2.89 in 5 t-3 In 1972 bs 3.09 In 1 7.25'LVL 7 0.10 In 1720 bs 1.53 n 7 t-3 in 1858 bs 1.65 in 6 t-10 in 1986 bs 1.77 in 1 7.25'LVL 61-11 in 1959 bs 1.74 in 6 t-5 in 2116 bs' 1.88 in 6 t-0 in 2262 bs 2.01 in 1 9.25'LVL 91-10 in 2142 bs 1.90In 9 It-1 in 2313 bs 2.06 in 8 9-6 in 2473 ba 220 in 1 9.25'LVL 8 t-7 in 2439 bs 2.17 in 8 t-0 in 2635 bs 2.34 in 7 It-5 In 2816 bs 2.50 in 1 11.T5'LVL 11 t-8 n 2545 bs 2.26 n 10 t.9 n 2749 bs 2.44 In 10 4-1 n 2938 bs 2.61 n 1 11.25'LVL 10 9.3 n 2898 bs 2.58 n 91.5 n 3130 bs 2.78 n 81-10 n 3346 bs 2.97 n 1 14'LVL 14 ft-0 n 3013 bs 2.72 n 73 t-0 n 3308 bs 2.94 n 121-2 n 3537 bs 3A4 n 1 14'LVL 12 9-4 n 3486 bs 3.10 n 11 t-5 In 3768 bs 3.35 in 10 t-8 in 4028 bs 3.58 in 1 18'LVL 1 17 ft-0 in 3727 bs 3.31 In 15 t-9 in 4025 bs 3.58 in 14 t-9 n 4303 bs 3.83 in 1 18-LVL 15 11-0 in 1 4244 ba 1 3.77 In 13 t-10 in 1 4584 bs 1 4.07 in 121.11 in 1 4901 bs 4.36 in 22'LVL 19 ft-7 in bs 3.81 in 18 t-1 n 4624 bs 4.11 in16 t-11 in4944 bs 4.39 in1 22'LVL 17 l-2 in4876 bs 4.33 in15 It-11 in5267 bs 4.68 in 14 Q•i i In5136 bs 5.00 in 2 2x8 No.2 SPF 6 ft.11 in 1505 bs 1.18 in 61-4 in 1625 bs 1.27 in 5 t.11 in 1737 bs 1.36 in 2 2x8 No.2 SPF 6 t-0 In 1714 bs 1.34 in 5 t-7 in 1851 bs 1.45 in 5 ft•31n 1979 bs 1.55 in 2 200 No.2 SPF 81-5 in 1833 bs 1.44 In 7 t-9 In 1980 bs 1.55 in 7 ft-3 in 2116 bs 1.66 n 2 2x 10 No.2 SPF 7 t-4 in 2087 bs 1.64 in 6 ft-10 in 2255 bs 1.77 in 6 t-4 in 2410 bs 1.89 in 2x12 No.2 SPF 9 t-8 in2121 bs 1.66 in t-0 in2291 bs 1.80 in 81t-5 in2449 bs 1.92 in 2x12 No.2 SPF 8l-6 In2415 bs 1.89 in ft-I I in2609 bs 2.05 in t-4 in2789 bs 219 n 2 7.25'LVL 10 ft-7 in 2313 bs 1.03 In 10 t-1 in 2564 bs 1.14 in 91.7 in 2802 bs 1.25 in 2 7.25"LVL 9It-6 in 2694 bs 1.20 In 9 t-0 in 2965 bs 1.33 in 8 It-5 in 3199 ba 1.42 in 2 9.25'LVL 13 ft-6 in 2952 bs 1.31 in 12 ft-10 in 3271 bs 1.45 In 12 It-0 in 3497 bs 1.55 in 2 9.25'LVL 121.1 in 3437 bs 1.53 in 11 t-3 in 3726 bs 1.66 in 10 t•6 in 3983 bs 1.77 in 2 11.25'LVL 16 ft-5 in 3590 bs 1.60 in 15 t-3 in 3887 bs 1.73 in 14 11-3 In 4155 bs 1.85 in 2 11.25'LVL 14 ft-5 in 4098 bs 1.82 in 13 1-5 In 4427 bs 1.97 in 12 t-6 in 4732 bs 2.10 in 2 14'LVL 19 11-10 in 4332 bs 1.93 in 18 t-4 in 4679 bs 2.08 in 17l•2 in 5002 bs 2.22 in 2 14'LVL 17 t•5 in 4933 bs 2.19 in 16 t-t in 5328 bs 2.37 in 15 t-1 in 5696 bs 2.53 in 2 18'LVL 24 2.1 in 5270 bs 2.34 in 22 t-4 in 5693 bs 2.53 in 20 t-10 in 6086 bs 2.70 in 2 18'LVL 219-2 in 6002 bs 2.67 In19 t-7 in 6483 bs 2.88 in 18 t-4 In6931 bs 3.08 n 2 22'LVL 271-8 in6055 bs 2.69 in 25 It.8 in6540 bs 2.91 in 24 t-0 in6992 bs 3.11 in 22'LVL 241-4 n 6896 bs 3.06 in 22 t-6 n 7448 bs 3.31 in 21/-1 n 7963 bs 3.54 in 3 2x8 No.2 SPF 811-5 in 1843 bs 0.96 in 7 It-10 in 1990 bs 1.04 in 7It-4 in 2128 bs 1.11 in 3 2x8 No.2 SPF 7 t-5 in 2099 bs 1.10 in 6 It-10 In 2267 bs 1.19 in 6 t-5 in 2423 bs 1.27 in 3 2x10 No.2 SPF 10 It-3 in 2245 bs 1.17 in 91.6 in 2425 bs 1.27 in 8 t-11 in 2592 bs 1.36 in 3 Zx10 No.2 SPF 9l-0 in 2557 bs 1.34 in 8 t-4 n 2761 bs 1.44 in 7 t-10 in 2952 bs 1.54 in 3 2x12 No.2 SPF 11 It-11 in 2597 bs 1.36 in 11 t-0 in 2805 bs 1.47 in 10 t-3 in 2999 bs 1.57 in 3 2x12 No.!SPF 10 9-5 in 2958 bs 1.55 in 9 t-8 in 3195 bs 1.67 In 9 t-0 in 3416 bs 1.79 in 3 7.25'LVL 12 A-1 in 2648 bs 0.78 in 11 t-6 in 2935 bs 0.87 in 11 t-0 in 3208 bs 0.95 in 3 7.25'LVL -10-t-loin 3083 bs 0.91 in 10 t-4 in 3417 bs 1.01 in 9 t-11 In 3735 bs 1.11 in LONGITUDINAL WALL 3 9.25'LVL 15 11-5 in 3379 bs 1.00 in 14 t-8 in 3744 bs 1.11 in 14 t-0 n 4093 bs 1.21 n 3 9.25'LVL 131-10 in 3934 bs 1.17 in 13 t-2 in 4360 bs 1.29 in 12 t-7 in 4766 bs 1.41 in 3 11.25'LVL 18 ft-9 in 4109 bs 1.22 in 17 4-10 n 4554 is 1.35 In 17 t-1 in 4978 bs 1.47 n 3 11.25"LVL 16 It-10 in 4785 bs 1.42 in 16 t-0 in 5303 bs 1.57 In 15►-4 in 5796 bs 1.72 in MARRIAGE WALL DATE PRODUCTION BY 3 14'LVL 23 ft-5 n 5114 bs 1.52 in 22 t-3 in 5667 bs 1.68 in 211-0 in 6126 bs 1.82 in 3 14'LVL 21 A-0 in 5954 bs 1.76 in 19 t-9 In 6526 bs 1.93 n 18 t•5 n 6978 b9 2.07 n COLUMN 3 18'LVL 29 ft-6 n 6455 bs 1.91 n 27 t-4 n 6972 bs 2.07 in 25 t-7 n 7453 bs 2.21 n 3 18'LVL 25 t-11 n 7351 bs 2-18 n 24 to 0 n 7940 bs 2.35 n 22 t•5 n 8488 bs 252 - 3 22'LVL 33 t-I l n 7415 bs 2.20 n 31 t-5 n 8010 bs 2.37 n 291-4 n 8563 bs 2.54 n 3 T2'LVL 29 ft-9 n 8446 bs 250 n It-7 n 9122 bs 2.70 n 25 t-9 n 9752 bs 2.89 n - - CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FORBEAM BUILDER: PENN LYON HOMES LONGITUDINAL WALLS WITH 1.5"BEAM WIDTH LONGITUDINAL WALLS WITH 1.5"BEAM WIDTH JOB NAME: - COLUMN SIZE MEMBERS CAPACITY 12'MODULE IC MODULE 16'MODULE COLUMN SIZE MEMBERS CAPACITY 1Y MODULE V MODULE 16'MODULE LONGITUDINAL WALL MODEL: CAPE SYSTEMS AND SPECIES PER MODULE AND SPECIES PER MODULE SITE LOCATION: - 1 956 31-On 21-5n 1t-III n 1 956 211-On 11.7n tt-2n 2 1913 7t-5in 61.2n 51-3n 2 1913 51-5n 41.5n 31.9n APPROVAL LIMITED TO COUNTY: - 2x4SPFNo.2 3 2869 111.9n 91.11in 81-6n 2x4 SPF No.2 3 2869 8t-9n 71.4n 61-3n 4 3825 161-21n 13 ft-8n 111.9in 4 3825 1211•2n 101-3n 8t-9n FACTORY BUN-7 1�1���1Q� ZIP CODE: - 5 4781 201-61n Wit-5n 151-tn 5 4781 15l•6in 131.1n 111.4n 6 5738 2411-11n 211.2n 181-41n 6 5738 181.11n 1611•0n 1311.10in SEISMIC CATEGORY: - NOV 1 4 2005 SNOW LOAD (Pg): - psf 1 956 3t-Oin 21-Sn 1t-11n 1 956 2l-On It-7n 1t-2in 2x6 SPF No.2 3 2869 111-9in 91-11 in 8t-6n 2x6 SPF No.2 3 2869 81-9n 74.4in 6t-3In ``\ j''' TRANSVERSE WALL �.� Zti WIND SPEED (Vas): - mph 4 3825 16!•2in 13l-Bn lit-91n 4 3825 121.2n 101-3n Bt-9n OF RSA�a �`i�, `�.y'�y i 5 4781 20t-bin 17l•Sn 15t•1n 5 4781 151.6n 13t•tn 11t•4iI �� KURT COLUMNMARRIAG WALL _ (OLYON - TRANSVERSE PENN 6 5738 24111 n 21 t•2 n 181.4 in 6 5738 18 t-11 n 161.O n 131.10 n COLUMNLONGITUDINAL 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 �"t A e (CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR U NO.41131 WALLS WITH 1.5"BEAM WIDTH TRANSVERSE WALLS WITH 1.5"BEAM WIDTH COLUMN SIZEI MEMBERS COLUMN SIZE MEMBERS ��i O'\� IAA ra` � �� HOMES CORPORATION AND SPECIES PER MODULE CAPACITY 17 MODULE 14'MODULE 16'MODULE AND SPECIES PER MODULE CAPACITY 11'MODULE 14'MODULE 16'MODULE �icF5 �a� �, (PO BOX 570)374�4004��RD, SEUNSGR(OVE>88,4754 1 1952 7t•7n fit-4el St-4n 1 1952 51-Lin 41-In 3t-10n DRAWING TITLE 2x4 SPF No.2 2 2231 8t-10n 7t•5n 61.4n 2x4 SPF No.2 2 2231 61.6in 51.5n 4t-7n 3 2231 811-10n 711•5i1 61-4n 3 2231 611-6n 51-5n 411•7n MARRAM W&L HEADERS & BEW 1 1 3506 1 1411-8n 121.5n 10t-8in 1 3506 11 It-On 911-3n 71-11in APR ] 2005 o�w"BY: MJB �� 2/2/05 S� 2x6 SPF No.2 2 3506 14t-8n 121-5n 101.8n 2x6SPFNo.2 2 3506 111•Oio 91-3in 71.11in ^� 3 3506 14t-8n 121-5n 10t-8n 3 3506 lit-OiI as-1h 7t-11in CHECKED Ur. SCALE., J TRANSVERSE REFERS TO A WALL RUNNING PERPENDICULAR TO THE SPAN OF THE SEAM TRANSVERSE REF ERS TO A WALL RUNNING PERPENDICULAR TO THE SPAN OF THE BEAM NT$ e J CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR PROJECT N0. SERIAL N0. LONGITUDINAL WALLS WITH 3"BEAM WIDTH LONGITUDINAL WALLS WITH 3"BEAM WIDTH COLUMN SIZE MEMBERS COLUMN SIZE MEMBERS AND SPECIES PER MODULE CAPACITY 12'MODULE 14'MODULE 16'MODULE AND SPECIES PER MODULE CAPACITY IT MODULE 11'MODULE 16'MODULE 1 1913 72.5in 61-2in 51•3in 1 1913 51.5n 41-5in 31-9in 2 3825 1611-2in 13ft-8n lit-9in 2 3825 121.2in 101.3in 811-9in 2x4 SPF No.2 3 5738 244-11in 21ft•2n 181-4in 2x4 SPF No.2 3 5738 181.11in 16l-On 13ft-10n 4 7650 331-8in 28fl-8in 241.11in 4 7650 251-8in 21ft-9n 18ft-11in 5 9563 1 4211-5in 3611-2n 310.5n 5 9563 321-4in 274-7n 23ft-11in 6 11475 51ft-21n 43ft-8n 380.On 6 11475 391•1in 331-4n 291.On 1 1913 71-5in E0-2n 50.3in 1 1913 5ft-5n I 4l-5in 39-9in 2 3825 161-2in 1311-8n 111-9n 2 3825 121-2n 101-3in B11-9in 2x6 SPF No.2 3 5738 241.11n 21ft-2n 184.4n 2x6 SPF No.2 3 5738 18ft-11in 160-Oin 13ft-10in 4 7650 3311-8in 280-8n _ 241-11n 4 7650 25t-8n 2111-9n 180-11n DATE DESCRIPTION BY 5 9563 421.5in 36fl-2n 311-5n 5 9563 32ft-4n 27ft-7n 23ft-11in 6 11475 1 51t-Zn 4311-8n 384 -0in 6 11475 391-1n 33ft-4n 1 29ft-0in 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 BEAU APpRovAL u;v4iTEp r0 FACTORY BUILT PORTION CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR NOV ��d� TRANSVERSE WALLS WITH 3"BEAM WIDTH TRANSVERSE WALLS WITH 3"BEAM WIDTH COLUMN SIZE MEMBERS COLUMN SIZE MEMBERS CAPACITY 1Y MODULE 14'MODULE 16'MODULE CAPACITY IT MODULE 14'MODULE 16'MOOULE t11�1i1111///! AND SPECIES PER MODULE AND SPECIES PER MODULE OF fJq���''%,, 1 0 N/A NIA NIA 1 O N/A N/A NIA 2x4 SPF No.2 2 3904 161-6n 14fl-0n 121-1in 2x4 SPF No.2 2 3904 12t-5n 101-6n 9l-0n a' ;CURT 1, 3 4463 19ft-1n 16ft-2n 141-0in 3 4463 14t-5n 121-2n 101-6in o ST���3 RG 1 0 N/A NIA NIA 1 0 N/A N/A NIA 2x6SPFNo.2 �1931 2 7013 301-90 261-2n 22t-9in 2x6 SPF No.2 2 7013 231-5n 191-10n 17t-2in r 3 7013 30fl-90 260•2n 221-9in 1 3 7013 231-5n 19l-10n 174-2in 2 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 C���G� a �G 4`�•� FF�SlONA. CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR LONGITUDINAL WALL DATE PRODUCTION BY LONGITUDINAL WALLS WITH 4.5"BEAM WIDTH LONGITUDINAL WALLS WITH 4.5"BEAM WIDTH MARRIAGE WALL COLUMN SIZE MEMBERS COLUMN SIZE MEMBERS COLUMN AND SPECIES PER MODULE CAPACITY 12'MODULE 14'MODULE 16'MODULE AND SPECIES PER MODULE CAPACITY 12'MODULE 14'MODULE 16'MODULE _ _ _ _ _ 1 1952 71-7in 6t-4n 52.4n 1 1952 50-7n 41-7n 3ft-10in BUILDER: PENN LYON HOMES 2 3904 TR-bin 14fl-On 121-1in- 2 3904 121-5n 10fl-6n 9ft-On ZK4 SPF No.2 3 5856 25ft-5n 21ft-7n 184-9n 2x4 SPF No.2 3 5856 19t-4n 16ft-4n 141-2in BEAM JOB NAME: - 4 7808 34t-4in 290.3n 251-5n 4 7808 261-2n 22ft-3n 191-4n MODEL: CAPE SYSTEMS 5 9760 43 ft-4 in36 ft-11 in321.2 in 5 9760 331-1 in 28 0.2 n 24 t•6 in 6 11713 521-3n 44ft-7n 381-10n 6 11713 39t-11n 341-1n 291-8in LONGITUDINAL WALL SITE LOCATION: - 1 2869 111-9n 91.11n Bfl-bin 1 2869 Bt-9n 71-4n 61-3in COUNTY: — 2 5738 24t-11n 21fl-2n 181-4n 2 5738 184-ttn 16l-On 131-10in Zx6 SPF No.2 3 8606 381-0n 320-5n 28 It-2in 2x6 SPF No.2 3 8606 29ft-0n 24t-8n 211-5n ZIP CODE: - 4 11475 51t-2n 43ft-8n 381.0in 4 11475 392-1in 330-4n 291-On 5 14344 64t-3n 54fl-11in 471-10n 5 14344 49t-3n 421-0n 361-7in SEISMIC CATEGORY: - 6 17213 77A-4n 661-1n 571.8in 6 17213 i 591-4n 5011-8n 44t-2n LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGfTUDMAL RDUS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM SNOW LOAD (Pg): - psf WIND SPEED (Vas): - mph TRANSVERSE WALL CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR O PENN TRANSVERSE WALLS WITH 4.5"BEAM WIDTH TRANSVERSE WALLS WITH 4.5•BEAM WIDTH LMARRIGEA WALL LUMN COLUMN SIZE MEMBERS CAPACITY 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE MEMBERS CAPACITY IT MODULE If MODULE 16'MODULE _ _ — __ LYON AND SPECIES PER MODULE AND SPECIES PER MODULE 1 0 NIA NIA NIA 1 0 NIA NIA N/A "°®"i0" HOMES CORPORATION Dc4 SPF No.2 2 0 N/A NIA NIA 2x4 SPF No.2 2 0 NIA N/A N/A B xiy� PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 3 5856 254-5in 212.7in 181-9in 3 5956 19t-4n 161-4n 141-2in PP" `0 " PO BOX 27,A4 ROVE, PA 17870 —4754 1 0 NIA N/A NIA 1 0 NIA NIA NIA APR p �,'� FT DRAwwc nne 2x6 SPF No.2 2 0 NIA NIA NIA 2x6 SPF No.2 2 0 NIA N/A N/A t91 T� p 2005 05 w� M 3 10519 461-9n 391-11in 34t-9in 3 10519 3oe-SMARMAM 351.9in n 260-6n TRANS .ERSE WALL 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 a DRAWN BY: MJB DATE: 2/2/05 SHEET: CHECKED BY: SCALE S5 NTS PROJECT NO. SERIAL NO. CAPE SIDEWALL HEADER SPANS(30 PSF GROUND SNOW LOAD) CAPE SIDEWALL HEADER SPANS(60 PSF GROUND SNOW LOAD) NO.OF TYPE 12'MODULE 14'MODULE 16'MODULE NO.OF 12'MODULE 14'MODULE 16 MODULE MEMBERS MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MEMBERS TYPE MAX SPAN REACTION MIN.BRG. MAX.SPAN I REACTION IAIN.BRG. MAX SPAN REACTION MIN.BRG. 2 2x4 No.2 SPF 3 u-i-in-T 986 bs 0.77 in 2 t-11 in 1058 bs 0.83 In 2 ft-9 n 1125 bs 0.88 in 2 2x4 No.2 SPF 2 t-6 in 1216 bs 0.95 In 2 t-4 n 1303 bs 1.02 in 2 t-2 In 1384 bs 129 In 2 2x6 No.2 SPF 4 t-6 in 1438 bs 1.13 n 4 t-2 in 1543 bs 1.21 in 31.11 in 1641 bs 1.29 In 2 2x6 No.2 SPF 3 t-8 In 1773 bs 1.39 in 3 t-5 in 1901 bs 1.49 in 3 t-3 in 2020 bs 1.58 in 2 2xB No.2 SPF 5ft-8 in 1817 bs 1.43 in 5 t•4 in 1949 bs 1.53 in 5 ft-0 in 2073 bs 1.63 in 2 2x8 No.2 SPF 4 t-7 n 2240 bs 1.76 in 4l-4 in 2401 bs 1.88 in 4 t-1 in 2552 bs 2.00 in 2 2x10 No.2 SPF 6 ft-11 in 2213 bs 1.74 in 6l-6 in 2375 bs 1.86 In 6 t-1 in 2526 bs 1.98 in 2 200 No.2 SPF 5 t•8 in 2729 bs 2.14 in 5 t-3 in 2925 bs 2.29 in 4 t-11 in 3108 bs 2.44 in 2 202 No.2 SPF 8 t-0 In 2561 bs 2.01 in 7 t•6 In 2748 bs 2.15 In 7 t-0 in 2922 bs 2.29 in 2 2x 12 No.2 SPF 6 l-6 in 3158 bs 2.48 In 6 t-1 in 3394 bs 2.65 In 5 t-9 in 3596 bs 2.82 in 2 3.50-LVL 4It-7 In 1450 bs 0.64 in 41-4 in 1592 bs 0.71 In 4 t•2 in 1719 bs 0.76 in 2 3.50'LVL 3 t-10 in 1851 bs 0.82 in 3 t-7 in 1990 bs 0.88 in 3 t-4 in 2115 bs 0.94 in 2 5.50'LVL 7 l-2 in 2278 bs 1.01 in 61-8 in 2450 bs 1.09 in 6 t-3 in 2605 bs 1.16 in 2 5.50'LVL 5 t-10 In 2815 bs 1.25 in 5 t-5 in 3017 bs 1.34 in 5 1-1 in 3206 bs 1.43 in 2 7.25'LVL 9 l-3 in 2937 bs 1.31 in 8 l-7 in 3152 bs 1.40 in 81.1 in 3352 bs 1.49 in 2 7.25'LVL 7 t-6 in 3622 bs 1.61 In 7 t-0 in 3882 bs 1.73 In 6 ft-7 in 4125 bs 1.83 In a 2 9.25*LVL 11 It-6n 3657bs 1.63n 10t-8n 3924bs 1.74n 101-1in 4174bs 1.85n 2 9.25'LVL 9t-4n 4510bs 2.00n 81-8n 4833bs 2.15n 6 ft-2n 5136bs 2.28in 2 11.25'LVL 13 t-8 in 4343 bs 1.93 in 12 t-8 in 4658 bs 2.07 in 11 t-11 in 4950 bs 2.20 I 2 11.25'LVL 11 ft-1 in 5355 bs 2.38 in 10 t-4 in 5738 bs 2.55 in 9 ft-8 in 6098 bs 2.71 In 2 11.875'LVL 14 ft-3 In 4545 bs 2.02 in 13 t-4 In 4883 bs 2.17 in 12 1-6 in 5198 bs 2.31 in 2 11.875'LVL 11 A-7 in 5626 bs 2.50 in 10 t-10 in 6008 bs 2.67 In 10 ft-2 in 6390 bs 2.84 in 2 14'LVL 16 t-5 in 5220 bs 2.32 in 15 t-3 in 5603 bs 2.49 in 14 It-4 in 5963 bs 2.66 in 2 14'LVL 13 4-4 in 6458 bs 2.87 in 12 A-5 in 6908 bs 3.07 In 11 ft-Bin 7335 bs 3.26 in 2 16'LVL 18 t-3 n 5828 bs 2.59 n 17 t-0 n 6255 bs 2.78 n 16 t-0 n 6638 bs 2.95 n 2 16'LVL 14 t-10 n 7178 bs 3.1 B n 13 t•10 n 7695 bs 3.42 in 13 ft-0 in 8168 bs 3.63 In DATE DESCRIPTION BY 2 18-LVL 191.11 in 6368 bs 2.83 in 18 t-7 in 6818 bs 3.03 In 17 2-6 in 7268 bs 3.23 in 2 18'LVL 161-2 in 7853 bs 3.49 in 15 4.1 In 8415 bs 3.74 in 14 ft-3 In 8933 bs 3.97 in 3 2x4 No.2 SPF 3 t•9 In 1207 bs 0.63 in 3 t-6 in 1295 bs 0.68 in 3 ft-4 in 1378 bs 0.72 In 3 2x4 No.2 SPF 31-1 in 1489 bs 0.78 in 2 t•10 in 1595 bs 0.83 In 2 ft-8 In 1695 bs 0.89 in 3 2x6No.2SPF 52.6n 1761bs 0.92n 5U2n 1890bs 0.99n 4t-10n 2010bs 1.05n 3 2x6No.2SPF 4t-6n 2172bs 1.14n 4 It-2n 2328bs 1.22n 31-11n 2474bs 129n 3 2x8 No.2 SPF 7 t.0 in 2225 bs 1.16 in 6 t-6 in 2397 bs 1.25 in 6 ft-1 in 2539 bs 1.33 in 3 2x8 No.2 SPF 51-8 in 2744 bs 1.43 in 5 t-3 In 2941 bs 1.54 in 5 U 0 in 3125 bs 1.63 in 3 200 No.2 SPF 8 l•6 in 2711 bs 1.42 in 7 ft.11 n 2908 bs 1.52 in 71.5 in 3093 bs 1.62 in 3 200 No.2 SPF 6 V 11 In 3343 bs 1.75 in 6l-5 in 3582 bs 1.87 in 6 t-1 in 3807 bs 1.99 n 3 202 No.2 SPF 9 A-10 In 3136 bs 1.64 In 9 t-2 in 3365 bs 1.76 in 8 It-7 in 3579 bs 1.87 in 3 202 No.2 SPF B 1-0 In 3868 bs 2.02 in 7 t-5 in 4145 bs 2.17 in 7 t-0 in 4405 bs 2.30 in 3' 3.50'LVL 51.2 n 1659 bs 0.49 In 5 t-0 In 1823 bs 0.54 in 4 t-9 In 1979 bs 0.59 In 3 3.50'LVL 4 t-4 in 2119 bs 0.63 in 41-2 in 2324 bs 0.69 in 4 t-0 In 2521 bs 0.75 in 3 5.50'LVL 8l•2 in 2608 bs 0.77 In 7 A-10 in 2864 bs 0.85 in 7 t-6 In 3110 bs 0.92 in 3 5.50'LVL 6 t-10 in 3330 bs 0.99 n 61-7 in 3652 bs 1.08 in 6 t-3 in 3927 bs 1.16 in 3 7.25'LVL 10 t-9 in 3437 bs 1.02 in 101•3 in 3776 bs 1.12 in 91-10 in 4100 bs 1.21 in 3 7.25'LVL 9 t-1 in 4389 bs 1.30 in B t-6 in 4754 bs 1.41 in 8 ft-0 In 5052 bs 1.50 in 3 9.25'LVL 13 t-9 in 4385 bs 1.30 in 13 1-1 in 4806 bs 1.42 in 12 1-4 in 5112 bs 1.51 in 3 9.25'LVL 11 ft-5 in 5524 bs 1.64 in 10 A-8 in 5920 bs 1.75 in 10 t-0 in 6291 bs US in 3 11.25'LVL 16 t-8 in 5333 bs 1.58 in 15 1-7 in 5704 bs 1.69 in 14 1-7 in 6075 bs 1.80 in 3 1125'LVL 13 A-6 in 6548 bs 1.94 In 12 t-8 In 7020 bs 2.08 in 111-11 in 7459 bs 221 in 3 11.875'LVL 17 t-6 In 5569 bs 1.65 in 16 t-4 in 5974 bs 1.77 in 15 t-4 in 6379 bs 1.89 in 3 11.875'LVL 14 ft-2 in 6885 bs 2.04 in 13 It-3 in 7358 bs 2.18 in 12 4-5 In 7830 bs 2.32 in 3 14'LVL 20 t-1 in 6413 bs 1.90 In 18 t-9 in 6885 bs 204 in 17 t-7 in 7324 bs 2.17 in 3 14'LVL 16 1-3 in 7898 bs 2.34 in 15 ft-2 in 8471 bs 2.51 in 14 t-4 in 9011 bs 2.61 n 3 16'LVL 22 t-4 in 7121 bs 211 in 20 t.10 in 7661 bs 2.27 in 191-7 in 8134 bs 2.41 in 3 16'LVL 18 t-2 in 88D9 bs 2.61 in 16 t-11 in 9416 bs 2.79 in 15 1-11 in 10024 bs 2.97 n 3 18'LVL 24 t-5 in 7796 bs 231 in 22 U 9 in8370 bs 2.48 in21 A-5 inB910 bs 2.64 in 18'LVL 19 2-10 in9619 bs 2.85 In 18 ft-6 in10294 bs 3.05 In 17 t-5 in10935 bs 324 n i a DATE PRODUCTION BY BUILDER: PENN LYON HOMES A?'ppOVAL BL LT ©RTIOhd WITED TO JOB NAME: - FACTp MODEL: CAPE SYSTEMS SITE LOCATION: - �u� 1 4 L005 COUNTY: - °°N1tltllllrUJq�b ZIP CODE: - OF f,(, �'' SEISMIC CATEGORY: - �,•��"��� SNOW LOAD (Pg): - psf ` STi=1 g_RG WIND SPEED (V3s): - mph c= No.� 4 1 q ,o ' j OPENN CHa « LYON HOMES CORPORATION PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 b, (570)374-4004 1(800)788-4754 •PP OV �AmHG mLE: SIDE WALL HEADERS APR 1 8 2005 DRAWN eY: MJB RATE 2/2/05 SHEET: CHECKEO BY: SG1E S 6 P-Qmr% 11KS e PROJECT NO. SERIAL N0. CAPE" MAXIMUM OPENING OF SIDEWALL JAMB ASSEMBLIES CAPE• MAXIMUM OPENING OF SIDEWALL JAMB ASSEMBLIES (30 PSF GROUND SNOW LOAD AND 90 MPH WIND) (60 PSF GROUND SNOW LOAD AND 90 MPH WIND) WALL HEIGHT WALL HEIGHT MODULE NO.OF NO.OF MODULE NO.OF NO.OF WIDTH COLUMN SIZE KING JACK 8'•0" 9'•0" 10'•0" WIDTH COLUMN SIZE KING JACK B 0" (FEET) AND SPECIES STUDS STUDS ROOF PITCH ROOF PITCH ROOF PITCH (FEET) AND SPECIES STUDS STUDS ROOF PITCH ROOF PITCH ROOF PITCH 9112 12112 9112 1 12112 9112 1 12112 9112 12112 9112 12112 9112 12112 1 1 29 in 29 in 19 in 19 in 14 in 13 in 1 1 29 in 29 in 23 in 231n 14 in 17 in 2 1 68 In 68 in 54 in 54 in 40 in 39 in 2 1 39 in 39 in 43 in 43 in 40 n 43 n 2 2 74 in 74 in 54 in 54 in 40 in 39 n 2 2 74 in 74 in 58 In 58 in 40 in 43 n 3 2 133 in 133 in 90 In 90 in 66 in 65 in 3 2 94 in 94 in 94 in 94 in 66 In 69 in 4 2 152 in 152 in 125 in 125 In 92 in 91 in 4 2 94 in 94 in 98 In 98 in 92 in 95 in 2x4 STUD SPF 5 2 152 in 152 in 152 in 152 in 118 in 116 in 5 2. 94 in 94 n 98 n 98 in 98 n 103 in 4 3 183 in 183 h 125 In 125 in 92 n 91 in 2x4 STUD SPF 3 3 133 in 133 h 94 in 94 n 66 in 69 n 12 5 3 160 in 160 in 118 in 116 in 4 3 129 n 129 n 92 n 95 in 6 3 196 in 196 in 144 in 142 in 5 3 154 n 154 n 118 in 120 in DATE DESCRIPTION BY 7 3 170 in 168 in d 4 129 n 129 in 92 In 95 n 8 3 196 in 194 In 12 5 4 164 n 164 in 118 in 120 in 1 1 77 n 77 in 57 in 57 n 42 in 42 in 6 d 200 n 200 n 144 n 146 In 2 1 108 h 108 in 108 in 108 in 108 in 108 in 7 4 170 n 172 n 2x6 STUD SPF 2 2 178 in 178 in 138 in 138 in 109 n 108 in 8 4 196 n 198 n 3 2 241 in 241 in 241 in 241 In 206 n 204 in 1 1 63 n 63 n 57 n 57 n 42 n 42 in 2 1 63 n 63 n 63 n 63 n 63 n 63 in 1 1 29 in 29 in 19 in 18 in 13 n 13 n 1 2 77 n 77 n 57 in 57 n 42 in 42 In 2 1 57 in 57 n 54 in 53 in 39 in 38 n 2x6 STUD SPF 2 2 150 n 150 In 138 h 138 In 109 in 108 in 3 1 57 In 57 in 57 in 57 n 61 n 61 n 3 2 150 n 150 n 150 n 150 n 150 in 150 n 2 2 74 n 74 in 54 in 53 n 39 in 38 in 2 3 178 in 178 h 138 in 138 n 109 n 108 n 3 2 130 n 130 n 90 in 88 in 65 n 64 n 3 3 237 in 237 n 237 in 237 In 206 In 204 In 4 2 130 in 130 in 125 in 123 in 91 in 89 in 5 2 130 in 130 in 130 in 130 in 117 in 115in 1 1 29 in 29 in 23n 22in 17n 17n 2x4 STUD SPF 6 2 130 in 130 in 130 in 130 in 134 in 134 in 2 1 32 in 32 in 36 in 36 in 40 in 40 in 3 3 133 in 133 in 90 in 88 in 65 in 64 in 2 2 74 in 74 in 58 in 57 in 43 in 42 in 14 4 3 183 in 183 in 125 in 123 In 91 In 89 in 3 2 80 In 80 in 84 in 84 in 69 in 68 in 5 3 160 in 158 in 117 in 115 in 4 2 80 in 80 in 84 In 84 In 88 In 88 in 6 3 196 in 193 in 143 in 140 in 3 3 128 in 128 in 94 in 92 in 69 in 68 in 4 3 128 in 128 in 129 in 127n 95 in 93n 7 3 203 In 203 in 169 in 166 in 2x4 STUD SPF 5 3 128 in 128 in 132 in 132 in 121 in 119 in 8 3 195 in 191 in 6 3 128 in 128 in 132 in 132 in 136 in 136 In 9 3 207 in 207 in 4 4 177 in 177 in 129 in 127 in 95 in 93 in 1 1 1?In 77 n 57 in 56 in 42 in 41 in 14 5 4 164 in162 in 121 In119 in 2 1 91n 91in 91in 91 In 91 In 91 in 2x6 STUD SPF 2 2 178 in 1 178 in 138 In 136 in 109 in 106 in 6 4 181 in 181 in 147 in 144 in DATE PRODUCTION BY 3 2 206 in 1 206 in206 in206 in 206 4 181 in 181 in 173 in_206 in 201 in 8 4 181 in 181 in 185 in170 in in 8 5 199 In 195 in1 1 29 in 28in 19 in 18n 13 in 13 in 1 1 51n 51n 51n 51in 42n 41in 2 1 48 in 48 in 48 in 48 in 39 in 38 in _ 2 7 51n 51in 51n 51in 51in Stn 3 1 48 n 48 n 48 n 48 n 52 n 52 n ('�/1 T 2 2 74 n 73 in 54 in 53 in 39 n 38 n 1 2 17 I 77 e° 57 m S7 in 42 in 41 n QUA MITE 1® zx6STUD5PF z z 121h 127h 127n tvh loan rosin APPR 1 r1i BUILDER: PENN LYON HOMES r BUILT PORTION 3' 2 113n 113in 90in 87in 65n 63n 3 2 127n 127n 127n 127In �A�,TORY JOB NAME: — 4 2 113 in 113 in 113 in 113 in 91 in 88 in 3 3 203 in 203 In 203 In 201 In 5 2 113 in 113 in 113 in 113 in 113 in 113 in r �. �i^ / x (1F MODEL: CAPE SYSTEMS 3 3 133 in 131n 90 in 871n 65 In 63 in 1 1 3Dn 30in 23in 22n 17in 77n V 1 L0�5 2x4 STUD SPF 4 3 178 in 178 in 125 In 122 In 91 in 88 in z 1 ao in 30 inao in 30 in34 in as in SITE LOCATION: — 5 3 160 In 156in 116 in 113 in 2 2 73 in 73 in 58 in 57 in 43 in 42 in 111r11f1/// 16 6 3 178 n 178 in 142 in 139 in 3 2 73 n 73 In 73 in 73 n 69 in 67 n `\fir�1 //I��� COUNTY: — 7 3 178 n 178 in 168 in 164 in 4 2 73 in 73 n 73 n 73 n 77 n 77 b \\\\\ �t j D� '��ii 8 3 178n 178in 182in 182in 3 3 118n 116n 94in 91 in 69in 61h �\ LQ 9C ZIP CODE: — 6 4 196 n 191 in 142 in 139 n 4 3 116 In 116 n 118 n 116 n 95 n 92 n �`�`�v Kul 7 4 231n 22sin 168in 164in 5 3 116n 116in 116n 116in t20In 117in �' SEISMIC CATEGORY: 8 4 194 in 189 in 4 4 159 In 159 in 129 in126 in 95 in 92 in r h° r 9 4 219 in 214 in 2x4 STUD SPF 5 4 159 in 159 in 120 In 117 in G°���i✓� "' : SNOW LOAD (Pg): — psf 1 1 77 In 76 in 57 in 55 in 42 In 40 in 6 4 159 in 159 in 146 in 143 in — NO•41131 2 1 77 in 77 in 77 in 77 in 77 in 77 in 7 4 159h 159 in 163n 163in — �o v WIND SPEED (V3s): — mph 2x6 STUD SPF 2 2 178 in 176 in 138 in 135 in 108 in 105 in 16 5 5 164 in 160 in 120 in 117 n % A h'I ?- 3 2 179 In 179 in 179 in 179 n 8 5 200 n 195 n 146 in 143 n G/�� Not:See individual cakadations for sped connection requirements 256In 250In 204 n 198 n 8 5 198 in 193 b '''A��•,�FSSIN�` �����```' PENN 9 5 205 in205 in (PO 1 1 43in 43n 43n 43n 42n 40in LYON APROVED 2 1 43 n 43 n 43 n 43 n 43 n 43 In 2 77 in 78 in 57 in 55 in 42 n 40 n HOMES VVimCIRATION 2x8STUDSPF 2 2 110n 110in 110in 110in 108n 105in �°� 3 2 110in 11on 110h 110In P (5 BOX 27, AIRPORT RD, sEUNSG1(80 78 17870 2 3 138 n 135 n 108In 105 n (570)374-4004 1(B00)788-4754 3 3 177in 177in 177in train 4 4 244 n 244 h 244 n 244 in APR p y (� DRAWING mIL •1 1 0� Nob:See ndividuelcalwtabnsbrspedicconnecfonrequUemenb. A R y 6 2005 SIDE MI. JMW P FS CORP. Drawn BY: MJB DATE 2/2/05 SHEEr: CHECKED BY: SCAIE S7 N1S PROJECT NO. SERIAL NO. CAPE- MAXIMUM OPENING OF SIDEWALL JAMB ASSEMBLIES CAPE• MAXIMUM OPENING OF SIDEWALL JAMB ASSEMBLIES (30 PSF GROUND SNOW LOAD AND 120 MPH WIND) (60 PSF GROUND SNOW LOAD AND 120 MPH VWND) WALL HEIGHT WALL HEIGHT MODULE NO.OF NO.OF MODULE NO*OF NO.OF WIDTH COLUMN SIZE KING JACK 8'•0' 9'-0" 10'•0" WIDTH COLUMN SIZE KING JACK 8'•0' 9'•0' 10'•0" (FEET) AND SPECIES STUDS STUDS ROOF PITCH ROOF PITCH ROOF PITCH (FEET) AND SPECIES STUDS STUDS ROOF PITCH ROOF PITCH ROOF PITCH 9112 12112 9112 12112 9112 12112 9112 12112 9112 12112 9112 12112 1 1 13 in 13 in 11 in 11 in 1 1 13 n 13 In 11 in 11 In 2 1 38 in 38 in 31 In 31 In 2 1 38 n 38 n 31 n 31 n 3 1 72 in 72 In 51 in 51 in 3 1 43 in 43 n 47 In 47 In 4 1 72 m 72 in 71 in 71 in 3 2 72 In 72 in 51 in 51 In 5 1 72 n 72 in 76 in 76 in 4 2 98 in 98 n 71 n 71 n 4 2 100 n 100 in 71 in 71 in 5 2 98 n 98 n 91 n 91 n 5 2 128 in 128 in 91 n 91 n 6 2 98 n 98 n 102 n 102 n 2x4 STUD SPF 6 2 156 in 156 in 111 n 111 n 2x4 STUD SPF 4 3 100 n 100 n 71 n 71 n 7 2 156 in 156 in 131 n 131 1n 5 3 128 n 128 n 91 n 91 n 8 2 156 n 156 in 151 n 151 in - 6 3 154 n 154 n Ill n Ill in - DATE 12 9 2 156 in 156 in 160 in 160 in 7 3 131 n 131 n DESCRIPTION BY 7 3 184 n 184 in 131 n 131 in 12 8 3 151 In 151 in 9 3 171 in 171 In 9 3 158 n I S8 in 10 3 191 in 191 in 9 4 171 In 171 in 11 3 210n 210 in 10 4 191 In 191 in 1 1 33 in 33 in 21 in 21 in 21 In 21 In 1, 4 210 in 210 in 2 1 90 in 90 In 67 in 67 in 59 in 58 n 1 1 33 in 33 in 21 in 21 in 21 in 21 in 3 1 108 in 108 in 108 in 108 in 116 in 116 in 2 1 63 in 63 In 63 in 63 in 59 in 58 in 2x6 STUD SPF 3 2 172 in 172 in 133 in 133 in 142 in 140 in 3 , 63 in 63 in 63 in 63 in 71 in 71 in 4 1 2 1 186 In 186 in 114 in 192 In 2x6 STUD SPF T 2 90 n 90 n 87 n 67 in 59 n 58 n 5 2 239 in 239 in 1 247 in 244 In 3 2 150 in 150 In133 in133 in 142 in140 in 4 2 150 In 150 in 158n 158n 1 1 13 in 13 in 11 in 11 In 4 3 186 In 186 In 194n 192n 2 1 38 in 38in 31 in 31 in 5 3 237 in 237 n 245 in 244 n + 3 1 61n 61in 51 in 51 in In in 65 in 65 in 1 1 13 In 13 in 11 n 11 in4 1 62 2 1 36n 36n 31n 31n{ ? 3 2 72 in 72 in 51 in 51 in 3 1 36 In 36 In 40 in 40 in 1. 4 2 100 in 100 in 71 in 70 in 2 2 38 in 38 in 31 in 31 in y 5 2 128n 128 in 91 in 90 in 3 2 72 in 72 in 51 in 51 in 20 STUD SPF 6 2 134 in 134 in Ill in 110 in 7 2 134 in 134 in 131 in 129 in 4 2 84 In 84 In 71 In 70 In 5 2 84 in 84 in BBn 88n , 8 2 134 in 134 in 138 In 138 in - 2x4 STUD SPF 4 3 100 in 100 in 71 in 70 in 14 6 3 156 in 156 in 111 in 110 in 5 3 128 In 128 in 91 in 90 in 8 3 151 in 149 in 6 3 111 in 110 in 9 3 171 in 169 in 7 3 131 in 129 in 10 3 191 in 188 in 14 8 3 136 n 136 n DATE PRODUCTION BY 11 3 210 in 208 in 8 4 151 In 149 in 1 1 33 in 33 in 21 in 21 in 21 in 1 20 in 9 4 171 in 169 in • 2 1 90 in 90 in 67 n 66 in 59 in 57 in 1 10 4 185 n 185 in 2x6 STUD SPF 3 1 91 n 91 n 91 n 91 in 99 n 99 n 1 1 33 n 33 n 21 In 21 n 21 n 20 n 3 2 172in 172 in 133 in 132in 141in 138 in 2 1 51 in 51 in 51 in 51 in 59 in 57n PPROVAL LIMITED TO 4 2 186 in 184 in 194in 189n 3 1 51 in 51 in 51 in 51 in 59 in 59 In A BUILDER: PENN LYON HOMES 5 2 206n 206in 214in 214in 2x6 STUD SPF 2 2 go in go In 67 in 66n 59 In 57n FACTORY BUIL I PORTION — 3 2 127 n 127 n 127 n 127 n 135 n 135 in JOB NAME: 1 1 13 in 13 in 11 in 11 in 3 3 133 In 132n 141n 138 In prr�`, n 2 1 38 in 38in 31n 31in 4 3 1B6n 1Ban 194n ,ben I�IiJ�1 � L�JS MODEL: CAPE SYSTEMS 3 1 52 in 52 n 51 n 50 in 5 3 203 n 203 n 211 n 211 n SITE LOCATION: — 3 2 72 in 71 4 1 52 in 52±m 51 in 50 in 1 1 13 n 13 n 11 n 11 n ```in 56 in \\\\Ill t r f i l IJAS i��i _ �. H OF Pqq �. COUNTY: 4 2 100 in 100 in 71 in 70 in 2 1 30 in 30 n 31 n 30 n ��� av�-�' KS,S,9 �i� 5 2 117 in 117 in 91 in 90 In 3 1 30n 30 In 34n 34n `� t> j ✓�, ZIP CODE: — 6 2 117 in 117 n 111 In 110 In 2 2 38 n 38 n 31 n 30 in 20 STUD SPF 7 2 117 in 117 In 121 in 121 in 3 2 72 in 71 n 51 In 50 in t — 8 2 117 in 117 in 121 in 121 in 2 73n 73n 71 In 69In = J T EiNSI F—RG cn S SEISMIC CATEGORY: 6 3 156in 154 in Ill in 1081n 5 2 73n 73in 77n 77 in — �o_ty1131 = SNOW LOAD (Pg): — psf 7 3 - 131 in 128 in 4 3 100 In 98 in 71 in 69 in 16 8 3 151 in147 in5 2x4 STUD SPF 3 116 in 116 In 91 89 ?� t'v 9 3 171 in i66n 5 3 111 in ,oen = �' G :� WIND SPEED (V3s): — mph 10 3 186 in 186 in 7 3 120 In 120 In i�• Ftt --�'��� �� 10 4 191 in 186 in 16 7 4 120 120 in ;in 128 inl�' n% PENN �� 11 1 210 n 205 n 8 4 151 n 147 n 1 1 33in 32n 2,in 620 5in 21 in 20 in I)LYON 2 1 77 in 77 n 67 in 65 n 58 n 56 n 9 4 163 n 163 n 3 1 77 in 77 n 77 In 771n 85 in 85 in 9 5 171 in 166 n 2 2 90 n 88 n 67In 65 in 58 n 561n 10 5 191 n 186 n 'mac /�D�D A 2x6 STUD SPF 3 2 172 in 170 in 133 in 130 in 140 in 136 in 1 1 33 n 32 n 21 n 20 n 21 n TO h HOMES �.Vi�Vi�ATION 2 1 43*in 43 in 43 in 43 in 51 in 51 in 4 2 238 in 179 In 186 in 179 in 187 in 187 in y 2 90 n BB n 87 n 85 n 58 n 56 in ��_,,+�'T PO BOX 27, AIRPORT RD, SELINSGROVE• PA 17870 4 3 238 in 235 in 186 n 181 in 192 n 187 in A P�<s G . W 5 3 239 In 233 in 244 in 238 in 2.6 STUD SPF 3 2 1101, 110 n 110 n 110 n 118 n 118 in (570)374-4004 1(800)786-4754 1 11 NOB:See individual caladalans[Dr speck connection requirement, 3 3 133 n 130 n 140 n 136 in 4 3 177 n 177 n ,85 n 185 In q DRAWING Tf1LE: 4 4 ,86n 181n 192n 187n p APR Y 2005 SIDE W&L JOBS 5 4 239 n 233 n 244 n 238 in Nob:See Individual calKulations br specAc oonneolion requirement, 19- �4(�? UP" P. DRAWN BY. MJB DATE: 2/225 SKEET, Q CHECKED Ur. S V MS PROJECT NO. SERIAL NO. CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR LONGITUDINAL WALLS WITH 3"BEAM WIDTH LONGITUDINAL WALLS WITH 3"BEAM WIDTH COLUMN SIZE NO.OF CAPACITY 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OF AND SPECIES MEMBERS AND SPECIES MEMBERS CAPACITY 12'MODULE 14'MODULE 18'MODULE _ 1 1913 4ft-0In 31-31n 20-7n 1 1913 11-11in it-5n 1 It-On 2 3825 10t-0In 81-51n 72-3n 2x4 SPF No.2 2 3825 5A-11 in 411-10n 41-I in 2x4 SPF No.2 3 5738 16 t-0In 131-8 In l l ft-loin 3 5738 91-10[n 81.4 In 71.1 In 4 7650 22t-0In 181-10in 16t-51n 4 7650 132.9in 111.9n 10t-21n 5 9563 28t-0In 240.11n 2111.0in 5 9563 171-9in 151-2in 131.21n 6 11475 3411-01n 29ft-3n 25 t-8 in 6 11475 211-8in 181-71n 161.3n 1 1913 41.01n 31-31n 20.71n 1 1913 1ft-111n 1 It-5n it-Oin 2 3825 10 1-O in 8 1.51n 71.3 In 2x6 SPF No.2 2 3825 51-11 In 4 t-10 in 41-1 n 2x6 SPF No.2 3 5738 161.0 In 13 0.8 in 11 1.101n 3 5738 91-10 in 81-4 in 7 t-1 1n 4 7650 221.0In 1811-101n 161.51n 4 7650 131-9n 111-9n 101-2n 5 9563 281-0n 24A-1n 211.0n 5 9563 17t-9in 151.2n 131-2n 6 11475 34t-0 in 291-3n 25t-8n 6 11475 1 21t-8In 181-7n 161.3n DATE DESCRIPTION BY 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 AppROVAL LVITED TO FACTORY 'U'LT PORTION CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR Noll 1 2005 LONGITUDINAL WALLS WITH 4.5"BEAM WIDTH LONGITUDINAL WALLS WITH 4.5"BEAM WIDTH COLUMN SIZE NO.OF CAPACITY 12'MODULE W MODULE 16'MODULE COLUMN SIZE NO.OF CAPACITY 12'MODULE W MODULE 16'MODULE \\\\\\111111111)AF�7jo'''i AND SPECIES MEMBERS AND SPECIES MEMBERS �.\ �y{OF MA i 1 1952 41.1i1 32-4in 2ft-8n 1 1952 2 It-on 1ft-6n 111-1in �Oy KURT yv 2x4 SPF No.2 2 3904 101-3n 82-8n 71-5n 2x4 SPF No.2 2 3904 61-1n 5ft-On 41-2in A. 3 5956 16t-4n 131-11n 121-1in 3 5856 tOft-In 81-6n 71.4in T 1 1= `� e 4 78DB 221-6n 191-3n 161.10n 4 78BB 14ft-1n 1211-On 101-5in e_ N� 5 9760 284-7n 241-7n 211-6in 5 9760 18ft-2n 151-6n 131-6in = No. 41131 6 11713 341-9n 291-11n 261-2in 6 11713 221-2n 191-On 161-7in �9 P 1 2869 7ft-On 51-10in 41-11in 1 2869 31-11n 31.2n 21-7in � Q^ 10, Gv�` 2x6 SPF No.2 2 5738 169.0n 131.8n III-10n 2x6 SPF No.2 2 5738 911-10n 8ft-4n 71-1n 3 8606 251-On 21ft-Sin 181.9in 3 8606 15ft-9in 130-5n IIt-8in 4 11475 341-0n 29ft-3n 251.8in 4 11475 210.8in 18ft-7n 161-3in 5 14344 431-On 371-1n 32t-6n 5 14344 27ft-7in 231-9n 201-10n 6 17213 52t-On 441-11n 391-Sn 1 6 1 17213 33ft-6in 281-11in 25 It-4in LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGTIUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGITUDINAL WALL SIDE WALL DATE PRODUCTION BY COLUMN CAPE SIDE WALL COLUMNS 90 PSF GROUND SNOW LOAD)FOR CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR _ TRANSVERSE WALLS WITH 3"BEAM WIDTH TRANSVERSE WALLS WITH 3"BEAM WIDTH 7BEAFA BUILDER: PENN LYON HOMES Column Size Column COLUMN SIZE NO.OF and S ecies Configuration Capacity 17 Module 14'Module 16'Module AND SPECIES MEMBERS CAPACITY IT MODULEP60-Oin 16'MODULE JOB NAME: — 1 0 NIA NIA NIA 1 0 NIA NIA LONGITUDINAL WALL MODEL: CAPE SYSTEMS 2x4 SPF No.2 2 39D4 101.3in 8l-8in 7ft-5in 2x4 SPF No.2 2 3904 61-1n 41-2n SITE LOCATION: — 3 4463 12t-0in 10ft-2in 81-9n 3 4463 71.2n 51.1in 1 0 N/A I N/A NIA 1 0 NIA NIA NIA COUNTY: — Dc6 SPF No.2 2 1 7013 1 201-Oin 1 170-1n 14ft-11n 2x6 SPF No.2 1 2 7013 1 12ft-6in I 101-7io 9t-2n ZIP CODE: — 3 1 7013 1 2011-On 1 17fl-1n 1411-11in 1 3 7013 12ft-6in 1 101-7n 91-2n 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 BEAU SEISMIC CATEGORY: — WALL SNOW LOAD (Pg): — psf TRANSVERSE — CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR WIND SPEED (V3s): mph TRANSVERSE WALLS WITH 4.5°BEAM WIDTH TRANSVERSE WALLS WITH 4.5"BEAM WIDTH SIDE WALL_ _ _ _ PENN COLUMN SIZE NO.OF CAPACITY 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OF CAPACITY 17 MODULEPN/A DULE 16'MODULE COLUMN AND SPECIES MEMBERS AND SPECIES MEMBERS 1 0 NIA N/A N/A 1 0 N/A NIA LYON 2x4 SPF No.2 2 0 NIA N/A N/A 2x4 SPF No.2 2 0 N/A NIA BEAM 3 5856 161-4 n 131.11 n 12 0.1 n 3 5856 101-t in n 71-4 in � �@�y p � HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 1 0 NIA N/A N/A 1 O NIA NIA N/A (570)374-4004 1(800)788-4754 2x6 SPF No.2 1 2 0 N/A NIA NIA 2x6 SPF No.2 1 2 0 1 N/A I N/A NIA 3 10519 3111-Oin 1 261-Bn I 231-4in 3 10519 19ft-8n I 161-11in 141.9in APR 1 8 2005 TRANSVERSE WALL °RA`""G'"`£ 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 y SIDE WAIL COWMH$ PPa3 C �E DRAWN Bf: WB MTE: 2/2/ SHEET: ^CHECKED BY: SCALE: S 9' NTS PROJECT NO. SERIAL NO. ENDWALL SILLS AND HEADERS(90 MPH WIND) CAPE END WALL COLUMNS(30 PSF GROUND SNOW LOAD) FOR LONGITUDINAL WALLS WITH 3"BEAM WIDTH 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OFCAPACITY IIZ MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS 1-2x6No.2SPF 9t-4n 9 It-3n 911-3n 2-2x6No.2SPF 12ft-0in 12 It-0in 12A-0n 1 1913 25ft-3n 25t-3n 250-3n 3-20No.2SPF 130-9n 13 It-9n 13ft-9n 2 3825 521-5n 521-5n 521-5n 1-2x6No.3SPF 71-0in 7 It-0in 711-0n 2x6 STUD SPF 3 5738 79ft-8n 791-8n 791-8n 2-2x6No.3SPF 9t-11n 9t-11n 9 It-11n 4 7650 106ft-11n 1061-11n 1061-11n 3-2x6No.3SPF 12ft-2n 12ft-in 12ft-1n 5 9563 134ft-1in 134ft-tin 1341-1n 1-2x6 STUD SPF 7ft-2n 711-1n 7 It-1in 2-2x6 STUD SPF 10ft-2n 101-1n 10ft-in 1 1913 25ft-3n 251-3n 250-3n 3-2x6 STUD SPF 12 It-5in 12t-4n 12ft-4n 2 3825 52ft-5n 521-5in 521-5in 2x6SPF No.2 3 5738 79ft-8n 79t-8in 79t-8n Notes: 4 7650 106 ft-11 in 106 t-11 in 1061.11 in 1.)See individual calculafons for addifonal nobs and fasbnng. 5 9563 134 11-1 in 134 t-1 in 1341.1 in DATE DESCRIPTION BY 2.)Based on 9'-0'high walls LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM ENDWALL SILLS AND HEADERS(120 MPH WIND) CAPE END WALL COLUMNS(60 PSF GROUND SNOW LOAD) FOR LONGITUDINAL WALLS WITH 3"BEAM WIDTH 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OF CAPACITY 12'MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS 1-Zx6No.2SPF 71.0in 62-11n 611-11n 2-2x6No.2SPF 91-10n 9ft-101n 91-10in 1 1913 15ft-3in 15t-3n 15ft-3n 3-2x6No.2SPF 11ft-4n 11t-4n 11t-4in - 2 3825 32ft-7n 321-7in 32ft-7n 1-2x6No.3SPF 5ft-3in 511-3n 5ft-3n 2x6 STUD SPF 3 5738 49ft-10in 491-10in 494-10in 2.2x6No.3SPF 7t-5in 7 It-5n 7ft-5n 4 7650 671.1in 67t-tin 671.1in 3.2x6No.3SPF 9t-2in 9t-1in 9t t- in 5 9563 841-51n 841-5in 8411-51n 1-2x6STUDSPF 52-4n 5 It-4n 5ft-4in 2.2x6STUDSPF 7t-71n 7ft-7in 7t-7n 1 1913 _ 151-3in 151-31n 1511-3n 3-2xBSTUDSPF 90-4n 911-3n 9t-3n 2 3825 3211-7in 3211-7in 320-7n 2x6 SPF No.2 3 5738 49 ft-10 in 49 l-10 n 491-10 in Notes: 4 7650 67ft-tin 671.1n 67ft-tin 1.)See individual calculatons br addifonal nobs and bsbning. 5 9563 84 ft-5in S4 t-5 in 84 ft-5 in 2.)Bawd on 9'-0*high walls. LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM DATE PRODUCTION BY AppROVAL LIMITED TO BUILDER: PENN LYON HOMES FACTORY BUILT PORTION JOB NAME: — �i0V 1 LD�5 MODEL: CAPE SYSTEMS SITE. LOCATION: — OFP MBAs ��� — COUNTY: �o�ya KL•1 7 Gs= ZIP CODE: — __ 5ivhi.-c—RG U,'= SEISMIC CATEGORY: — yo•41131 = SNOW LOAD (Pg): — psf �tc�� WIND SPEED (V3s): — mph G PENN OLYON HOMES CORPORATION PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 P PROVED (570)374-4004 1(800)788-4754 APR 1 8 2005 END WALL HEADERS & COLUMNS llama Nome CORP. WN BY. WB SATE: 2/2�05 SHO: f( E �9' 0 'OiEMO BY: %&L MS S 1 O PROJECT NO. SERIAL NO. CAPE SIDEWALL STUDS(30 PSF GROUND SNOW LOAD AND 90 MPH WIND) CAPE SIDEWALL STUDS(60 PSF GROUND SNOW LOAD AND 90 MPH WIND) STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT MODULE ROOF PITCH ROOF PITCH ROOF PITCH MODULE ROOF PITCH ROOF PITCH ROOF PITCH WIDTH COLUMN SIZE AND 9112 12112 9112 12112 9112 12112 WIDTH COLUMN SIZE AND 9112 12112 9112 12112 9112 12112 (FE SPECIES SPACING SPACING SPACINGSPACING SPACING SPACIN (FEET) SPECIES SPACING SPACING SPACING SPACING SPACING SPACING 12 2x6 Stud Spruce Pine Fir. 24 in olc 24 in o/c 24 In o/c 24 in ok 24 In o/c 24 in o/c 12 2x6 Stud Spruce Pine Fir. 24 In o/c 24 In olc 24 in olc 24 in o/c 24 in o/c 24 in olc 2x4 Stud Spruce Pine Fir. 16 in o/c 16 in o/c 16 in o/c 16 in ok 12 in o/c 12 in o/c 20 SWd Spruce Pine Fir. 16 in o/c 16 in o/c 12 in 01c 12 in olc 12 in o/c 8 in ok " 14 2x6 Stud Spruce Pine Fir. 24 In o/c 24 In olc 24 in olc 24 in o/c 24 in o/c 24 in olc 14 2x6 Stud Spruce Pine Fir. 24 in o/c 24 in o/c 24 in o/c 24 In o/c 24 In o/c 24 in olc 2x4 Stud Spruce Pine Fir. 16 in o/c 16 in olc 16 in olc 16 in o/c 12 in o/c 12 in olc 2x4 SWd Spruce Pine Fir. 16 in olc 16 in olc 12 in olc 12 in o/c 8 in o/c 8 in o/c 16 2x6 Stud Spruce Pine Fir. 24 in o/c 24 in ok 24 in o/c 24 in o/c 24 in olc 24 in o/c 16 2x6 Stud Spruce Pine Fir. 24 in olc 24 in o/c 24 in o/c 24 in ok 24 in ok 24 in olc 2x4 SWd Spruce Pine Fir. 16 in olc 16 in Nc 16 in o/c 16 in o/c 12 in o/c 12 in o/c 94 SWd Spruce Pine Fir.1 12 In olc 12 in ok 12 in o/c 12 in o/c 8 in olktr8 in o/c DATE DESCRIPTION BY CAPE SIDEWALL STUDS(30 PSF GROUND SNOW LOAD AND 120 MPH WAND) CAPE SIDEWALL STUDS(60 PSF GROUND SNOW LOAD AND 120 MPH WAND) STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT W-0" 9'•0" 10'-0" 81•0" 91-0" 101•0" MODULE ROOF PITCH ROOF PITCH ROOF PITCH MODULE ROOF PITCH ROOF PITCH. ROOF PITCH WIDTH COLUMN SIZE AND 9112 12112 9112 12112 9112 12112 WIDTH COLUMN SIZE AND 9112 12112 9112 12112 9112 12112 (FEET) SPECIES SPACING SPACING SPACING SPACING SPACING SPACING (FEET) SPECIES SPACING SPACING SPACING SPACING SPACING SPACIN 12 2x6 SWd Spruce Pine Fir. 24 in ok 24 in o/c 24 in o/c 24 in o/c 16 in o/c 16 in o/c 12 2x6 Stud Spruce Pine Fir. 24 in o/c 24 in o/c 24 in o/c 24 in ok 16 in olc 16 In olc 2x4 Stud Spruce Pine Fir. 12 in o/c 12 in olc 8 in ok 8 in o/c 2x4 StudNPine Spruce . 12 in o/c 12 in olc 8 in o/c 8 in o/c 14 2x6 Stud Spruce Pine Fir. 24 in o/c 24 in olc 24 in o/c 24 in o/c 16 in olc 16 in o/c 6 StudSpruce 24 in o/c 24 in olc 24 in olc 24 in ok 16 in o/c 16 in olc 2x4 Stud Spruce Pine Fir. 12 in ok 12 in ok 8 in o/c 8 in o/c SWd 12 In o/c 12 in olc 8 in old 8 in o/c 16 2x6 SWd Spruce Pine Fir. 24 in olc 24 in o/c 24 in olc 24 in o/c 16 in ok 16 in olc �jj 6 SWd 24 in o/c 24In ok 241n o/c 24 In olc 16 In o/c 16 in o/c 2x4 SWd Spruce Pine Fir. 12 in o/c 12 in ok 8 in olc 8 in olc Stud 12 in o/c 12 in o/c 8 in o/e 8 in o/c DATE PRODUCTION BY j pep OVAL I-IN11TED TO FACTORY BUILT PORTICiN BUILDER: PENN LYON HOMES L005 JOB NAME: - MODEL: CAPE SYSTEMS ```11u1rurnrrpr SITE LOCATION: — ````�•a���.H OF F,9A&9�ti COUNTY: - KUPT J' ' ZIP CODE: 7c�ls3G = SEISMIC CATEGORY:NO.4 3' SNOW LOAD (Pg): - psf v .0 N��'�4Je WIND SPEED (V3s): - mph O� NA �� OPENN LYON�+.�q� HOMES CORPORATION E PO BOX 27, AIRPORT RD, SEUNSG1(80 PA 17870 (570)374-4004 1(B00)788-4754 DRAWING TIRE: SIDE WALL STUDS DRAWN BY: MJB DATE 2 2�D5SHEET:a p,ECKED UT: SCALE S S 1 1 '+� 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) _ ODUL NO.OF NO.OF 8'-0'WALL HEIGHT 5-0'WALL HEIGHT IW-0'WALL HEIGHT ODUL NO.OF NO.OF 8'-0'WALL HEIGHT 9W-0'WALL HEIGHT 10'•0'WALL HEIGHT WIDTH COLUMN SIZE KING JACK ROOF PITCH ROOF PITCH ROOF PITCH WIDTH COLUMN SIZE KING JACK ROOF PITCH ROOF PITCH AND SPECIES AND SPECIES ROOF PITCH F STUDS STUDS 7/12 5/12 7112 9112 12112 9112 5112 7112 9112 12112 9112 5112 7112 9112 12112 (FEET) STUDS STUDS 9112 5112 7112 9/12 12112 9112 5/12 1112 9112 12/12 9112 5112 7112 9112 12/12 1 1 26n 26n 26in 26n 25n 20n 20n 20n 201n 19In 15n 151n 15in 15n 15n 1 1 30n 130 in 30n 30n 29 in 20 in 20 in 20 in 20 in 19n 15 in 15 in 15 In 15 in 15 in 2 1 44 n 44 n 44 n 44 h 44 n 48 n 48 n 48 n 48 in 48 n 38 h 38 n 38 In 38 n 38 n 2 1 35 n 35 n 35 n 35 In- 35 n 35 n 35 h 35 In 35 In' 35 n 38 n 38 n 38 n 38 n 38 n 3 1 44 n 44 n 44 n 44 n 44 n 48 n 48 n 48 n 48 in 48 n 52 n 52 n 52 n 52 n 52 n 2 2 72 n 72 n 72 h 72 n 71 h 52 n 52 h 52 n 52 n 51 n 38 in 38 in 38 n 38 in 38 n 2 2 68 in 68 n 68 n 68 n 67 n 52 n 52 n 52 in 52 in 51 n 38 n 38 n 38 n 38 n 38 n 3 2 82 n 82 n 82 n 82 h 82 n 82 h 82 n 82 n 82 n 82 h 62 n 62 h 62 h 62 n 61 n 3 2 105 n 105 h 1D5 n 105 in 105 h 85 n 85 h 85 n 85 In 83 n 62 n 62 n 62 n 62 n 61 in 4 2 82 n 82 n 82 n 82 n 82 n 82 n 82 n B2 n 82 n 82 h 95 h 85 n 65 h 85 h 84 n 4 2 105 h 105 n 1D5 n 105 n 105 n 109 n 109 n 109 n 109 n 109 n 85 In 65 n 85 n 85 h 84 n 3 3 127 h 127 n 177 h 127 In 125 n 85 n 85 n 85 h 85 h 83 in 62 n 62 h 62 n 62 n 61 n 5 2 105 n 105 n 105 n 105 n 105 n 109 n 109 n 109 n 109 n 109 n 109 n 109 n 109 n 1D9 n 107 in 2x4 SPF Stud 4 3 117 n 117 in 117 n 117 n 115 h 85 h 85 h 85 In 85 n 84 n 6 2 105 In 105 n 1D5 n 105 h 105 h 109 h 109 n 109 n 109 n 109 h 113 n 113 in 113 n 113 in 113 in 5 3 129 n 129 n 129 h 129 in 129 n 109 in 109 in 109 n 109 h 107 h 2x4 SPF Sbd 3 3 123 n 123 n 123 in 123 in 121 n 65 n 85 n 85 n 85 n 83 h 62 n 62 n 62 in 62 n 61 n 6 3 129 in 129 In 129 In 129 h 129 in 132 n 132 n 132 n 132 h 131 n 4 3 165 in 165 in 165n 165 in 165 in 117 in -117 in 117 in 117 in 115n 85 in 85 in 85 in 85 in 84 in 7 3 129 in 129 in 129 in 129 in 129 in 133In 133In 133n 133in 133n 5 3 150 n 150 n 150 n 150 h 147 h 109 h 109 n 109 n 109 n 107 n 12 5 4 150 h 150 n 150 n 150 n 147 n 109 in 109 n 109 n 109 h 107 n .12 6 3 169 n 169 n 169 h 169 n 169 n 132 in 132 n 132 in 132 n 131 n 6 4 176 n 176 n 176 n 176 n 176 n 132 in 132 In 132 In 132 h 131 n 7 3 169 h 169 In 169 h 169 n 169 h 156 n 156 n 156 n 156 n 154 n 7 4 156 in 156 n 156 n 156 n 154 n 8 3 169 n 169 n 169 n 169 n 169 n 173 n 173 n 173 n 173 n 173 n 8 4 179 In 179 n 179 h 179 n 177 h 6 4 182 n 1B2 n 182 n 182 n 179 n 132 h 132 n 132 h 132 in 13l n 1 1 49 n 49 h 49 n 49 n 49 n 49 n 49 n 49 n 49 n 49 n 36 n 36 h 36 n 36 h 35 n DATE DESCRIPTION BY 7 4 214n 214In 214 in 214n 211n 156 in 156 in 156 in 156 in 154 in 2 1 49 in 49 in 49 in 49 in 49 In 49 In 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 8 4 179 In 179 in 179 In 179 In 177 in 1 2 70 in 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 9 4 200 in 200 in 2W in 200 in 200 in Dc6 SPF Stud 2— 2 123 n 123 n 123 n 123 in 123 in 123 n 123 h 123 h 123 n 123 h 96 n 8 n 8 h 96 h 94 n 1 1 70 h 70 in 70 h 70 h 69 h 50 h 50 n 50 n 50 h 49 h 36 h 36 h 36 n 36 n 35 h 3 2 123 n 123 n 123 n 123 n 123 in 123 n 123 n 123 h 123 in 123 n 123 n 123 n 123 in 123 h 123 h 2 1 711 71 in 71 h 71 n 11 h 71 n 71 n 71 n 71 n 71-n 71 n 71 in 71 n 71 in 71 n 2 3 165 n 165 n 165 in 165 n 162 in 125 n 125 in 125 n 125 n 123 n 96 in 96 in 96 In 96 In 94 n 2x6 SPF Slid 2 2 165 n 165 n 165 n 165 n 162 n 125 in 125 h 125 n 125 n 123 n 96 n 96 n 96 n 96 n 94 n 3 3 197 h 197 h 197 n 197 in 197 n 183 n 183 n 183 in 183 n 181 n 3 2 166 in 166 h 166 n 166 n 166 n 166 n 166 in 166 n 166 n 166 in 4 3 197 n 197 n 1 77 in 197 h 197 n 3 3 233in 233in 233n 233n 233h 183 in 183 in 183 in 183n 181 in pppOVAL 4 3 253 n 253 n 253 n 253 h 249 in 1 1 29 n 29 n 29 n 29 In 29 h 24 n 24 n 24 n 24 n 23 h 15 in 15 h 15 n 15 n 14 in Ar r n ry T 2 1 29 n 29 a 29 h 2s h 29 h 33 h 33 h 33 h 33 n 33 h 33 h 33 h 33 n 33 n —Win F ACTO;.l { 1 1 25 h 25 in 25 n 25 h 25 in 20 h 20 in 20 h 20 in 19 h 15 h 15 n 15 n 15 n 14 h ON 2 2 70 in 70 in 70 in 70 in 70 in 56 in 56 in 56 in 56 in 55 in 38 in 38 in 38 in 38 in 37 in 2 1 37 in 37 in 37 in 37 in 37 in 41 in 41 in 41 in 41 in 41 in 38 in 38 in 38 in 38 in 37 in 3 2 70 h 70 in 70 In 70 in 70 in 74 in 74 in 74 in 74 in 74 in 61 In 61 h 61 in 61 in 60 In 3 1 37 in 37 in 37 in 37 in 37 h 41 in 41 in 41 In 41 in 41 in 45 in 45 in 45 in 45 in 45 in 2 70 in 70 in 70 in 70 in 70 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in �v}� g 2005 2 2 67 in 67 in 67 In 67 n 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 67 in 61 ii 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 610 60 in 4 3 112 In 112 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 1 4 2 90 in 90 in 90 in 90 In 90 in 94 in 94 In 94 in 94 in 94 in 85 in 85 in 115 in 85 in 83 In 5 3 112 In 112 in 112 ki 112 In 112 in 116 in 116 in I IS in 116 In 116 In In in in 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 SW 6 3 112 In 112 in 112 in 112h 112 in 116 in 116nr2n 116 in 116 in 116 in 116 in 11166in 116n 18 in 6n �\```` �IDF MA, \ 3 3 122 n 122 n 122 n 122 h 120 n 84 h 84 n 84 n 84 n 83 n 61 n 61 n 61 n 61 n 60 ii @�- i 2x4 SPF SUd 3 4 126 h 126 n 126 h 126 n 124 n 88 n 88 n 88 h 87 n 61 n 61 b 61 n 61 h 60 h f� 4 3 143 n 143 n 143 In 143 n 143 n 116 in 116 ii 116 n. 116 In 114 n 85 n 85 n 85 n 85 n 83 n 4 4 120 h 12D In 120 In 118 n 85 n 85 n 85 h 85 n 83 in �� �� �(U 2T G ( 5 3 147 in 147 n 147 n 147 n 146 n 108 n 108 n 1 OB n 108 h 106 n 5 4 152 n 152 in 152 In 150 n 108 in 108 n 108 in 108 h 106 In6 3 141 In 147 n 147 h 147 h 146 h 131 h 131 h 131 n 131 h 129 in 6 4 157 n 1571n 157 h 157 h 131 in 131 h 131 In 131 h 129 n 14 .7 3 147 n 147 n 147 n 147 n 146 n 151 n 151 n 151 n 151 n 151 in 14 7 4 157 n 157 n 157 n 157 b 155 in 155 n 155 In 155 In 152 h6 4 181 in 181n 181n 181n 178n 131n 131n 131n 131in 129 in 6 5 195n 1851n 185 In 182 in 131 in 131h 131 in 131 in 129 in _ U ��• GL•�a j^1 7 4 201 In 201 n 201 h 201 h 201 h 155 n 155 h 155 n 155 n 1521n 7 5 155 In 155 n 155 In 155 n 152 in t 8 4 178 in 178 in 178 in178 in175 in 8 1 5 178 in 178 in178 in 178 in75 h 1 ?y Q" 9 4 201 in in201 in 201 in 198 in 1 1 41 n 41 In 41 n 41 n 41 in 41 n 41 n 41 n 41 n 41 n 35 h 35 n 35 n 35 n 34 n i0� �` \�'••, e•L 1 1 59 in 59 in 59 in 59 in 59 in 50 h 50 h 50 in 50 in 48 in 35 In 50 35 in 35 in 35 in 34 in 1 41 in 41 in 41 h 41 in 41 in 41 in 41 in 41 in 41 in 41 in All in41 i 41 n 41 n 41 h 2 1 59 in 59 in 59 in 59 in 59 in 59 in59 h 59 in 59 in 59 in 59 59 in 59 59 in 59 h 1 2 69 in 69 in 69 h In 68 inin50 50 h 50 n h 48 In in 35 in 35 in35 in 34 PRODUCTION BY 34 ��ii �v�,S(�T?)�� �� ' 1 2 69 in 69 in 69 in 69 in 6B in 50 in 50 in 50 in 50 in 48 h 35 in 35 in 35 in 35 in 34 in 2 2 106 in 18 in 106 in 106 in 106 in 106 in 106 in 106 in 106 in 106 in 95 in 95 in 95 in 95 in 93 in i 2 2 143 in 143 In 143 in 143 in 143 in 124 in 124 h 124 in 124 in 121 in 95 h 95 in 95 h 95 in 93 in 2x6 SPF Sbd 3 2 106 n 106 n 106 n 106 n 106 in 106 n 106 in 106 h 105 In 106 n 106 in 106 h •106 n 106 n 106 in 2x6 SPF Slid •• 3 j 143 n 143 n 143 n 143 n 143 n 143 n 143 h 143 h 143 n 143 n 143 n 143 n 143 n 143 n 143 in 2 3 163 h 163 in 163 In 163 n 161 In 124 In 124 in 124 n 124 n 121 n 95 h 95 n 95 In 95 in 93 h 2 163n 163 in 163 n 163 n 161ii 124 h 124 h 124 n 124 n 121 h 95 n 95n 95 n 8 in 93 n 3 3 171 n 171 n 171 h 171 n 171 n 171 n 171 n 171in 171 in 171 in 3 227 n 227 h 227 n 227 h 227 n 182 n 182 n 182 In 182 in 179 in 3 4 231 h 231 in 231 In 231 n 227 n 182 in 182 n 182 in 182 n 179 n 4 3 227h 227n 227n 227in 227n 4 4 236h 236h 236In 236n 236n BUILDER: PENN LYON HOMES 1 1 29 in 29in 29 in 29 in 28 in 19n 19in 19n 19in 19n 15 in 15 in 15 in 15 in 14 in 1 1 24h 24 in 24 in 24n 24 in 23n 1 23n 23n 23n 23n 15 in 15 in 15 in 15 in 14 in JOB NAME: — 2 1 35 in 35 in ash 35 in 35 in 35 h 35 in 35 n 35 n 35 n 38 in 3e n 38 in 38 in 37 in 2 1 24 in 24 in 24 in 24 in 24 in 28 in 28 in 28 in 28 in 28 in 28 in 28 in 28 in 2B in 28 in MODEL: CAPE SYSTEMS 3 1 35 in 35 in 35 in 35 in 35 in 35 in 35 in 35n 35 in 35 in 39n 39n 39n 39n 39n 1 2 29 in 29n 29 in 29 in 28 in n 23 23n 23n 23n 23n 15 in 15 in 15 in 15 in 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 in 38 in 38 in 38 in 37 In 2 2 61 in 61 in 61 in 61 in 61 in 55 in 55 n 55 in 55 in 54 n 38 in 38 in 38 in 38 in 37 in SITE LOCATION: 3 2 83 in 83 In 83 in 83 in 83 in 83 in 93 in 83 in 83 in 82 in 61 in 61 in 61 in 61 in 60 in 3 2 61 in 61 in 61 in 61 in 61 in 65 in 65 in 65 in 65 in 65 in 61 in 61 in 61 in 61 in 60 in — 4 2 83 in 83 in 83 in 83 in 83 in 83 in 83 in 83 in 83 in 82 in 84 in 84 in 84 in S4 in 93 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 3 3 125 in 125 in 125 in 125 in 123 in 83 in 83 in 83 in 83 in 82 in 61 in 61 In 61 in 61 in 60 in 2 3 71 in 71 in 71 in 71 in 69 in 55 in 55 in 55 in 55 in 54 in 38 in 38 in 38 in 38 in 37 in COUNTY: — 4 3 115n 115n 115n 115n 113n 84 in 84 in 94 in 84 in B3n 3 3 98 in 98 in 98 in 98 in 98 in 87 in 87 in 87 in 87n 96 in 61 in 61 in 61 in 61 in 60 in 5 3 130 in 130 In 130 in 130 in 130 in 107 in 107 in 107 in 107 in 105 In - 4 3 98 in 8 in 98 in 8 in 98 in 102 in 102 in 102 h 1 102 in 102 in 84 in 84 in 84 in 84 in 83 In ZIP CODE: — 2x4 SPF Skid 6 3 130 in 130 in 130 in 130 in 130 in 131 in 131 in 131 in 131 in 128 In 2x4 SPF Skid 5 3 98 in 8 in 98 in 8 in 98 in 102 in 102 In 102 in 102 In 102 in 102 in 102 in 102 in 102 In 102 In 7 3 130 in 130 in 130 in 130 in 130 in 134 in 134 in 134 in 134 in 134 in 3 4 125 in 125 in 125 in 125 in 123 in 97 in 87 in 87 in 87 in 86 in 61 in 61 in 61 In 61 in 60 in SEISMIC CATEGORY: — 5 4 147 in 147 in 147 in 147 in 145n 107 in 107 in 107 in 107 in 105 In 4 4 119n 119h 119n 119n 117 in 84 in 84 in 84 in 84 in 83 in 6 4 178 in 178 in 178 in 178 in 176 in 131'in 131 in 131 in 131 in 128 in 16 5 4 139 in 139 in 139 in 29 in 139 in 107 In 107 In IN in 107 In 105 in SNOW LOAD (Pg): — psf 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 I M in 131 in 131 in 131 in 128 in 8 4 178 in 178 in 178 in 178 in 176 in 171n 177 in 177 in 177 in 174n 7 4 139 in 139 in 139 in 139 in 139 in 139 in 139 in 139 in 139 in 139 in I WIND SPEED (V3s): — mph 9 4 178 in 178 in 178 in 178 in 176 in 182 h 192 n 182 in 182 in 182 in 5 5 151 In 151 in 151 in 151 in 149 in 107 In 107 In 107 in 107 in 105 in 5 5 147 In 1 147 in 147 in 147 In 145 In 6 5 176 in 176 in 176 n 176 in 176 in 131 in 131 in 131 in 131 in 128 in 6 5 111n 211n 211n 111n 216h 7 5 176 In 176n 154 In176n 151 V4in PENN 7 5 211h 211ii 211ii 211n 211n 1 5 176n 176h 176in 116h 174h 1 1 50 hN,69 50 n 50 n 50 in 49 h 49 n 49 in 49 in 46 h 35 n 35 in 35 h 35 n 34 h 1 1 34 h 34 n 34 n 34 n 34 in 34 h 34 n 34 h 34 h 34 n 42 n 42 In 42 h 42 n 42 In I)LYON 2 1 50 n 50 n 50 h 50 n 50 n 50 n 50 n 50 in 50 n 50 n 50 n 50 n 50 n 50 n 1 2 69 h 69 n 69 n 69 n 67 n 49 n 49 n 49n 49n 48 n 43 n 43 n 43 n 43 h 42 in 1 2 69 h 69 n 69 n 69 n 49 n 49 h 49 n 49In 481n 35In 35 h 351n 35 n 34 In 2 2 92 h 92 n 92 n 92 n 92 n 92 In 92 h 92 n 92 in 92 n 100 h 100 h 100 in 100 n 100 n22 125n 125 h 125 ei 125 ei 123 h 123 h 123 n 123 h 120 ei 94 n 94 h 94 n 94 h 93 n 2z6 SPF SOid 2 3 150 h 150 h I50 n 150 n 150 n 123 n 123 n 123 n 123 n 120 in 1O2 in 102 n 1021n 102 n 101 n2x6 SPF SUd 3 2 125 n 125 n 125 in 125 n 125 n 125 n 125 h 125 n 125In 125 n 125 n 125 n 125 n Min 3 3 15o n tso in 150 n 150 in 150 n 216 n 216 h 156 n 159 h 15e n HOMES CORPORATION 2 3 162 in 162 n 162 h 162 in 159 in 123 h 123 in 123 n 123 n 120 in 94 in 94 h 94 n 94 h 93 n 3 4 208 n 208 in 208 n 208 h 208 h 216 h 216 n 2IS in 216 h 3 3 200 n 2DO n 200 n 200 n 200 in 181 n 181 n 181 n 181 n 177 in Nob:See Individual calculationsbr speck connec lion requirenenb. PO BOX 27.AIRPORT RD, SELINSGROVE. PA 17870 4 3 20D In 200 In 20D h 200 h 200 in Nob:See individual cabAslions br medic ocnnecbn requlrements v/ (570)374-4004 1(800)788-4754 BRAWWC TRLL• a�� Y 2005 sin DORMER WE Yy��g ppaaa CORP. g j iy5 wal ,Awes • i� ij \u9`�v a 0 6 a _ BRAWN BY: MJB "; 2/2/05 SHEET: CHECKED BY: SCALE: S 1 7. NTS l 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 WIND) PROJECT N0. T RIAL N0. MODULE COLUMN SIZE NO.OF NO.OF 8'-0"WALL HEIGHT 9'-0"WALL HEIGHT 101•0"WALL HEIGHT MODULI COLUMN 511E N0.OF NO.OF 8'-0'WALL HEIGHT 9'-0"WALL HEIGHT 10'-0'WALL HEIGHT WIDTH KING JACK ROOF PITCH ROOF PITCH ROOF PITCH WIDTH KING JACK ROOF PITCH ROOF PITCH ROOF PITCH F AND SPECIES STUDS STUDS 31 in 5112 11 in 11 1 in 1ii n2 3112 70; 10 in 9112 12112 3112 5112 7112 8112 12112 (FEET) AND SPECIES STUDS STUDS-3-1-1-2-1 5 112 7112R68in 12112 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 1 1 11h 11h 11 in 11in 11n join join tOn join gin - - 1 1 11 In 11 in 11 in 11 in 10n 10in 10n 10 in gin 2 1 35 n 35 n 35 n 35 n 34 n 28 in 28 n 28 in 28 in 27 n 2 1 35 n 35 n 35 in 34 In 28 In 28 h 28 in 28 In 27 in 3 1 48 n 48 h 48 in 48 n 48 n 46 n 46 n 46 n 46 h 45 h - 3 1 35 n 35 n 35 In 35 n 39 n 39 n 39 n 39 n 39 n 1 1 48 h 48 n 48 n 48 n 48 n 52 in 52 n 52 n 52 in 52 n 3 2 66 n 66 n 66 In 65 n 471n 47 h 47 In 47 n 45' 3 2 68n 66h B6n B6h 65 in 46 in 46 in 46 in 46 in 45 in 4 2 82 in 82 in 82n 82n 64n 64n 84in 64n 63In 4 2 92 in 92 n 92 n 92 n 91 n 64 h 64 n 64 in 64 in 63 h - 5 2 82 n 82 n 82 n 82 n 83 n 83 n 83 n 93 h 81 h5 2 109 h 109 In 109m 109h 109in 83 h 83 n 83 n 83 n 61 n6 2 82 h 82 n 82 in 82 h 86 n 88 n 88 h 86 h Be h 6 2 109 n 109 n 109 n 109 n 109 n 113 n 113 n 113 n 113 In 99 n 2x4 SPF Sbd 4 3 92 n 92 n 92 in 92 n 91 n 64 n 64 n 64 n 64 h 63 n 2x4SPFSUd 1 2 11809 n 118in 109 in 11809 n 109 in 13in 83 in 83 in 113n 113n - 5 3 118n 118n 118n 118n 117n 83 in 83 in 83 In 83 in 81 in 5 3 144in 144in 144n 144n 117n 83 in 83h 83n 83 in Bin 6 3 129n 129n 120 in 129n 129h 101h 101n 101n join 99 in 8 3 144n 144n 144n 144n 142n 119n 119n 119n 119 99 in - - 7 3 119n 119n Jig in 119In 117in 12 7 3 119h 118h 119in 119in 1171n 8 3 133 in 133 in 133 in 133 in 133 in 8 3 137n 137n 137n 137n 135in - - 12 8 4 137in 137in 137n 137n 135n 9 3 156 in 156 in 156 in 156 in 153 in B 4 156 in 156 In 156 in 156 in 153 in 10 3 173 in 173 in 173 in 173 in 17l in 10 4 174 in 174 in 174 in 174 in 171 in DATE DESCRIPTION BY 11 4 192 in 192 In 192 in 192 h 189 in - 11 1 4 180 in 180 In 180 In 180 in 180 In - - 12 4 210n 210In 210n 210in 207in 1 1 29n 29in 29n 29n 28 in 17n 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 1 1 29n 29n 29n 29in 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 49in 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 56 in 51 1n 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 in 71 in 79n 79n 79n 79n 79n 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 2x8 SPF SUd 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 n 159 h 157 n 120 h 120 h 120 n 120 n 1 i 8 n 126 n 126 n 126 in 126 n 124 in L1 4 2 123 n 123 n 123 n 123 n 1231n 123 h 123 n 123 n 123 h 123 n I31 n 131 h 131 n 131 n 131 n 4 2 tssin 1fi6n 166n 186h 166n 166n 166n lfibn 166n 166n 173n 113h 173in 173h 173in 3 3 158h 159n 159n 159n 157n 120n 120n 120n lzoin 118n 126n 126h 126n 126n 124in APpROVF`f- L1i 5 3 217n 217n 217n 217In 214In 221m 221n 221n 2z1n 218in 4 3 1681n 168n 168n 168n 166in 173n 173n 173n 173in 171n �jq{ B�" I 5 3 197 n 197 n 197 n 197 in 197 h 205 n 205 n 205 n 205 h 205 in FACTIl 1 1 11h tfh 11n 11h ttn tOn join join join 9n 2 1 35 n 35 n 35 n 35 n 34 n 28 n 28 n 28 n 28 in 27 in 1 1 15In 15h 15in 15n 15n 10 in 10 in 10 in 10 in gin - � �� 3 1 35 in 35 in35 in35 in 34 in45 In45 In45 in 45 in 45 in2 1 33 in 33 in 33 in 33 in 33 in 28 In 28 in 28 in 28 in 27 int 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 h 33 n 33 n 33 n 33 h 4 2 94 in 94 n 81 n 94 n 90 in 82 n 82 in 82 in 82 n 83 n - 2 2 39 n 39 n 39 n 39 n 38In 28 n 28 h 28 n 28 n 27 in - - 11TII I I II It1tt 5 2 94 n 94 h 94 n 94 n 94 in15n 82 h 82 h 82 n 82 n 81 in - - - - 3 2 69 n 69 n 69 n 69 n 68 n 46 n 46 n 46 n 46 n 45 h \\\\\\, ��Or �,fA 6 2 94 n 94 h 94 n 94 n 94 n 88 n 82 n 98 n 88 n 81 n 4 2 74 n 74 n 74 n 74 n 74 n 64 in 64 n 64 n 64 n 63 h \\ t,�t=� �1 2x4 SPF Sbd 5 3 143 n 117 n 117 n 143 n 141 n 82 n 82 h 82 h 82 in 81 in - - - 5 2 74 h 74 n 74 h 74 in 74 n 74 n 74 n 741n 74 n 74 in `� �. 948 6 3 143 h 143 h 143 h 143 h 141 in 100 i1 100 n 100 n 100 n 99 n - - 7 3 i18in 118n 118n 118n 116n 4 3 95n 95n 95In 95n 94in 64n 64n 64n 64n 63in ` KLlr�T c1r 2x4SPFSbd 5 3 116n 116n 116n 116 in 116n 82n 82n 82n 82n 81in �j T 8 3 136 in 136 in138 in 138 in134 in 6 3 116 in 116 in 116 n 116 h 116 h 100 h 100 i1 100 In 100 n 99 n �y� '1\I ra - -- 9 3 151 In 151 In 151 n 151 1n 151 in - - c-> - 14 9 4 155 in 155 in 155 in 155 in 152n 7 3 116 In 116 in 116 in 116 in 116 in 116in 116 in 116 In 116h 116 In = \10 41113 10 4 173 in 173 in 173 in 173 h 170 in - _ _ - - 5 4 121 in 121 n 121 In 121 n 119 h 82 n 82 n 82 n 82 n 81 in 11 4 - _ - 6 4 100 n 100 n 100 h t 00 h 99 h - �y Q 191in 191in 191n 191n 188n 14 7 4 118n 118n 118n 118n 116 in C� �\ 1 1 28 In 28 n 28 n 28 n 28 in 17 n 17 n 17 n 17 n 17 n 17 n 17 n 17 n 17 in 17 n B 4 138 in 136 n 138 h 138 h 134 nA��jf C�A�` A PRODUCTION BY 2 1 59 n 59 n 59 h 59 n 59 n 59 n 59 h 59 In 59 n 59 n 51 In 51 n 51 In 51 1n 50 in �i� (CSS+/C�A` ``\ - 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 4 155 in 155 155 155 in 152 in s�� 70 4 157 n 157 n 157 in 157 in 157 h 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 io 5 173 In 173 in 173 in 173 in 170in 2x6SPFSbd 3 2 143n 143in 143n 143n 143in 11Bh 119n 119n 119h 117in 125n 125n 125n 125n 123n 1 1 28 in 28 in 28 in 28 in 28 in 25 in 25 in 25 In 25 In 25n 17 in 17 In 17 in 17 in 17 in 4 2 1n 1n 1n 143h 1431n 143h 143n 143n 143h 143n 151 in 151 in 151 In 151 in 151 in. 2 1 41n 41in 41n 41in 41n 49n 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in BUILDER: PENN LYON HOMES 3 3 15858 in15858 In15858 in 158 in n 119 n 119 n t ig n 119 n 117 in 125 in 125 h 125 in 125 n 123 n 2 2 81 inB1 in 81 in in in In 67 In 67 in 67 in66 in 51 in 51 in 51 in 51 in 50 in 4 3 167in 167in 167n 167n 164n 172n 172n 172n 172n 169in 3 2 106h JOB in losh 106n 106in 114n 114n 114n 114n 114in 114n 114n 114in 114n 114h JOB NAME: 5 3 215n 215n 215n 215n 212n 219n 219n 219n 219n 216 in 2x6 SPF Slid 3 3 150n 158 in 158-iij 158 in 155 in 158 in 158 In 158 in 158n 156 in 125 In 125 in 125 in 125 in 123 in 4 3 179n 179n 179n 179n 179in 172in 172n 172n 172in 169h MODEL: CAPE SYSTEMS 1 1 11 in 11 in 11 in 11 in 10 In 9n 9n 9n 9n 9n _ 5 3 179n 179n 179n 179n 1791n 179n 179n 179n 179In 179h 2 1 34 In 34 in 34 in 34 in 33 in 27 in 27 in 27 in 27 in 27 in 4 4 217n 217n 217in 217n 213n 172n 1 172in 172in 172n 189n SITE LOCATION: - 3 1 35 in 35 in 35 in 35 in 35 in 39 In_ 39 in 39 In 39 in 39 in 5 4 219in 219in 219n 219in 216 in 3 2 65 in 65 in -65-in- 55In 64 in 45 in 45 in 45 in 45 in 45 in - COUNTY: - 4 2 83 in 83 in 83 in 83 in 83 In 63 in 63 in 63 in 63 in 62n 1 1 1 15n 15n 15n 15n 14n 9n 9in 9n 9n 9n - 5 2 83 In 83 In 83 in 83 in 83 in 81 in 81 in 81 in 81 in 80 in 2 1 1 28 in 28 in 28 In 28 in 28 in 27 in 27 in 27 in 27 in 27 in ZIP CODE: - 2 2 38n 38h 38n 38n 37in 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 in3 2 85 n 65 n 65 in 65 in 65 in 45 n 45 in 45 n 45 m 45 in SEISMIC CATEGORY: 2x4 SPF Skid 4 3 91 n 91 n 91 n 91 n 89 n 83 n 63 n 63 h 63 inV 3 3 69 n 69 h 69 n 69 n 68 in 45 n 45 in 45 n 45 in 45 n 5 3 117 30n 117 3Dn 117n 117 30n 114 30n 81 99in 81 99n 81 In 81 in 4 3 95n 95n 95n 95n 93in 63n 63n 63n 63n 62nSNOW LOAD (Pg): — psf 6 3 130n 130in 13Dn 130h 130n 99n 99n 89n 99n - - 5 3 102n 102n 102n 102n f02h Bin Bth Bin 81n BOh3 117n 117n 117n 117n63102n102in02 102n 102n 99h 99h 99n 99n 98in WIND SPEED (V3s): — mph 8 3 134 n 134 in 134 n 134 h 2x4 SPF SUd 7 3 102 ih 102 n 102 n 102 n 102 n 102 h 102 n 102 h 102 n 102 n B 3 134 n 134 n 134 n 130 n11 4 171In 171n 153h 171n _ 5 4 122 In 122 in 122 In 122 in 118in 81 in 81 99 in 81 in 81 in 80 in _ I)LYON PENN 10 4 171h 171h t71in 171h 168h - - - - fi 4 99n 99n 99n 99h 98h11 4 182n 182 in 182n 182n 182in - - - - - 74 117n 117n IVn 117n 115n1 1 26 in 28 h 28 n 50 n 27 n 25 n 25 in 25 n 25 n 24 n 17 n 17 n 17 in 17 n 16 in 16 8 4 139 in 139 in 139 h 139 in 133 m 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 139h 139h 139h 139n 139h - 3 1 50 h 50 h 50 In 50 In 50 n 58 n 58 in 58 in 58 n 58 n 58 n 58 n 58 n 58 in 58 n 9 5 153 In 153 n 153 in 153 h 151 In 2 2 81 in 81 in 81 in 81 in 79n 66n 66i1 66in 66n 65 in 50 in 50 in 50 in 50 In 49 in 10 5 171 In 171 in 171 in 171 In 188n 2x6 SPF Sbd 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 1 1 28 In 28 in 1 28 In 28 in 27 In 25 in 25' 25 in 25 in 24 in 17 in 17 in 1 n !,0 m HOWS Wig RATION 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 n 133 in 2 1 34 n 34 n 34 in 34 in in in n 42In 42 n 42 n 42 h 4 h S193 PO BOX 27,AIRPORT RD, SFLNSGROVE, PA 17870 3 3 --157 in 157 in 157 in 157 in154 in 157 in 157 in 157 h 157 h 154 n 124 n 124 In 124 In 124 n 122 in 2 81 In 81 inin81 81 ln 79 n 66 in 66 n 6 n 66 6 n 65 in 50 in 50 in 5(in n 49 n (570)374-4004 1(800)788-4754 4 3 208 in 208 in 208 in 208 in 208 m 171 in 171 in 171 in 171 in168 in 2 82 m 92 in92 in 92 in 92 in 100 in 100 in 100 in 100 in 100 in 100 In 100 In 10 in 100 in1001n 5 3 208 in208 in 208 n 208 n 208 n 2x6 SPF Sbd 3 3 150 h 150 n 150 in 150 h 150 n 157 n 157 n 157 m 157 h 154 n 124 n 124 n 12 in 12 ' 122 h DRAWING M E. Nob:Sea individual cabulaiwns br spedic conneclon requiremanh 4 3 158 In 158 n 58 n 158 h 158 in 158 In 158 in _L5 h 1 J 58' �rn Mpi4� �y� 4 4 215 n 215 h 215 h 215 in 211 n 171 In 171 In 17 n 171 n 168In Jf0 DORM SIDE 5 4 216 in 216 in 21 in I J6 tj 4 in W&L JAM 6 1 4 NDb:See individual cal:ulabnsbrspeckDDnnedanrequcerrenh a �' WB �� 2/2/05 CHECKED BY: SCAIE: NIS S 1 8. PROJECT NO. SERIAL NO. SHED DORMER CAPE SIDE WALL COLUMN(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 CAPACITY 1T MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OF CAPACITY IT MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS AND SPECIES MEMBERS 1 1913 211-4in 1ft-9n 1ft•5in 1 1913 1ft•4n 01.11in Oft-8n 2 3825 61-7n 511-7n 41-9n 2 3825 41-8n 31-11n 31-3n 2x4 SPF No.2 3 5738 101-11n 91-4n 811-2n 2x4 SPF No.2 3 5738 81-0io 61-10n 51-11in 4 7650 1511-3n 13ft-2n 111-6in 4 7650 111-5n 91.9in 81-6n ` 5 1 9563 190-6n 1611-11in 141-11in 1 5 9563 141-9n 12ft-9n 11l-2in 6 1 11475 231.10n 2011-9n 1811-3in 6 11475 181-1n 150-8n 1311-9n 1 1913 2t-4in 1ft•9n ift-5n 1 1913 Il-4n 0t-11n Off-8n 2 3825 6t-7n 50-7n 1 41-9n 2 3825 41-Bin 311-11n 311-3in 2x6 SPF No.2 3 5738 101-IIn 9ft-4n 8fl-2in 2x6SPFNo.2 3 5738 8t-On 61.10n 5t-11n 4 76—M 151.3n 131-2n 11A•6n 4 7650 111-5n 91-9n 8fl-6n DATE DESCRIPTION BY 5 9563 19ft-6n t6fl-11in 14l•11n 5 9563 141-9in 12ft-9n 11t-2n 6 11475 231-10in 201.90 152-3in 6 11475 181-tin 15ft-Bo 13t-9n LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF NE BEAM APPROVAL LIMITED TO FAC'ORY BUILT PORTION SHED DORMER CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD) NOV a a�4 r, FOR TRANSVERSE WALLS WITH 3"BEAM WIDTH FOR TRANSVERSE WALLS WITH 3"BEAM WIDTH N O J � �0u5 COLUMN SIZE NO.OF CAPACITY IT MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OF CAPACITY 12'MODULE 14'MODULE 16'MODULE a``e�,�T1A1i1trrr/t77���'' AND SPECIES MEMBERS AND SPECIES MEMBERS �� OF h;,4 c' I'l 1 0 NIA NIA NIA 1 0 N/A N/A NIA � o ��KURT �9c'�G��; 2x4 SPF No.2 2 4463 62-9in 51.9n 4fl•11n 2x4 SPF No.2 2 3904 40-10n 4t-Oin 31-4in �s 3 4463 8t-tin 6t•10n 5ft•11n 3 4463 51-10in 4t-10n 41.2in �' �TENBERG u iv0. 41131 1 0 NIA N/A N/A 1 0 N/A NIA N/A N6 SPF No.2 2 7013 1311-9n 111.11in 10l•Sin 2x6SPFNo.2 2 7013 10t-3n 8t•10h 71-8n 3 7013 13t-9in 11A•11in 10t-sin 3 7013 101-3n 81-10h 78-8n ram. �Q ClIAi1� 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 BEAMN�� I SHED DORMER CAPE SIDE WALL COLUMN(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 IT MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS CAPACITY IT MODULE 14'MODULE 16'MODULE _ 1 1952 2t-5n tt-ton 11-5in 1 1952 19-5n it-On 02-8n — BUILDER: PENN LYON HOMES 2 39D4 61-9in 5ft•9n 41-11n 2 3904 40.10in 41-0in 3ft-4n BEAM JOB NAME: — 2x4 SPF No.2 3 5856 11ft-2in 9ft-7n 8ft-4in 2x4 SPF No.2 3 5856 8ft•3n 78-0in 60.1n 4 7808 15ft-7in 13ft-5n 11ft-10n 4 7808 1111-8in 100-On 80-9n MODEL: CAPE SYSTEMS 5 9760 20ft-Oin 17ft-4n 151.3n 5 9760 151-tin 13ft-On 1111-5in LONGITUDINAL WALL 6 11713 24ft-4n 2111-2n 18A-8n 6 11713 181-6in 16ft-0n 141-1n SITE LOCATION: — 1 2869 4t-5in 3t-8n 3t-1in- 1 2869 31-On 21-5in 111-11n COUNTY: — 2 5738 101.11n 91-4n 81-2n 2 5738 8ft-On 60.10n 5ft-11in 2x6 SPF No.2 3 8606 17t-4in 15ft-0n 131-21tn 2x6 SPF No.2 3 8606 131-ln 11 It-3n 9ft-10in ZIP CODE: — 4 11475 2311-10n 2011-9n 181-3in 4 11475 181-1n 151-Bn 13A•9in SEISMIC CATEGORY: 5 14344 301.3n 26ft•5n 23t-4in 5 14344 23t-1n 20ft-tn 171-9n — 6 17213 361-9n 32fl-in 2811-5in 1 6 1 17213 1 281-1n 1241-6n 21A-bin SNOW LOAD (Pg): — psf LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGNTUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM TRANSVERSE WALL WIND SPEED (V3S): - mph SHED DORMER CAPE SIDE WALL COLUMN(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD) 1 ENN FOR TRANSVERSE WALLS WITH 4.5"BEAM WIDTH FOR TRANSVERSE WALLS WITH 4.5"BEAM WIDTH SIDE WALL _ COLUMN SIZE NO.OF CAPACITY IT MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OF CAPACITY 12'MODULE 14'MODULE 16'MODULE COLUMN OLYON AND SPECIES MEMBERS AND SPECIES MEMBERS — — — — — 1 0 N/A N/A NIA 1 0 N/A N/A N/A BEAM HOMES CORPORATION 2x4 SPF No.2 2 0 NIA N/A NIA 2x4 SPF No.2 2 D N/A N/A NIA 'ROVvm PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 3 5856 11A-2in 91.7n 8A-4n 3 5856 8ft-3n 7t-Oin 64-1n P (570)374-4004 1(800)788-4754 1 0 N/A N/A NIA 1 0 NIA N/A N/A DRAWlG Tom: zx6 SPF No.2 2 0 N/A NIA NIA 2x6SPFNo.2 2 0 NIA N/A NIA TRANSVERS WALLPR 2 2005 90 DORM SIDE WAIL C WMM 3 10519 21t-Bn 180-t0in 162•7in 3 10519 16t-5n 14ft-2n 121-Sn TRANSVERSE REFERS TO A WALL RUNNING PERPENDICULAR TO THE SPAN OF THE BEAM TRANSVERSE REFERS TO A WALL RUNNING PERPENDICUAR TO THE SPAN OF THE BEAM FS P� P. OPAWN BY: �B 0�� 2�2�05 SNEET• }t'" �i CHEM er. scue NTS S 1 9 . PROJECT NO. SERIAL NO. SHED DORMER CAPE-ENDWALL SILLS AND TWO STORY END WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR HEADERS(90 MPH WIND) LONGITUDINAL WALLS WITH 3"BEAM WIDTH COLUMN SIZE NO.OF 1 CAPACITY 12'MODULE 14'NODULE 16'MODULE 2'MODULE IV 16'MODULE AND SPECIES MEMBERS ' 1-2x6No.2SPF 91-5n 91-5n 91-5n I 1 1913 121-6n 12A-6n 121-6n 2-2x6No.2SPF 121-2n 121-2n 121-2n 2 3825 271-0n 274-0n 27 It-On 3-2x6 No.2 SPF 13 1-11 in 13 t-11 in 13 t-11 in 2x6 STUD SPF 3 5738 41 t-Bin 41 11-6 In 41 A-6In 1-2x6No.3SPF 7 It-1n 7►•1n 71-1n 4 7650 561-01n 5611-01n 564-Din 2.2x6No.3SPF 101.1n 101-1n 101.1n 5 9563 701-6n 70t-6n 7011-61n 3-2x6No.3SPF 12t•4n '121-4n 121-4n 1 1913 121-6n 121.6n 121-bn 1-2x6 STUD SPF 7t-3n 71-3n 71-3n 2 3825 271-0n 270-0n 27A-0n 2-2x6 STUD SPF 10t-3n 101-3n 101-3n 2x6 SPF No.2 3 5738 411-6n 41t-6n 410-6in 3.2x6 STUD SPF 12t-7n 12t-7n 1211-7n 4 7650 56 It-On 56t•0n 56 It-0n Notes: 5 9563 700-6n 70 It-6n 701.6n 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 9%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 OF 12'MODULE 14'MODULE 16'MODULE AND SPECIES COLUMN SIZE EMBERS ERS CAPACITY 12'MODULE 14'MODULE 16'MODULE M 1-2x6No.2SPF 71-1n 71-I'm 71-1n 1 1913 9t-1n 91-1n 91-1in 2.2x6No.2SPF 101.0n 101-0n 101•0n 1 2 3825 2011-2n 2011-2in 201•2n 3.2x6No.2SPF If1-6n 111.6n 111-6n 2x6 STUD SPF 3 5738 311-3n 310-3n 31 It-3n 1.2x6N0.3SPF 5t-4n 51.4n 51-4n 4 7650 421-5n 42t-5n 42 It-sin 2.2x6No.3SPF 7 It-7n 71-7n 71-7n 5 9563 5311-6n 531-6n 531.6n 3-2x6No.3SPF 9t-3n 91-3n 9t-3n 1-2x6 STUD SPF 51.5n 51.5n 5t-5n 1 1913 911-1n 92-1n 91-1n 2-2x6 STUD SPF 7l•Bn 71•Bn 7t-Bn 2 3825 201-2n 20A-2n 20t-2n 2x6 SPF No.2 3 5738 31 t-3 In 31 A-3 n 311-3 n 3-2x6 STUD SPF 91-5n 91-5n 9t-Sn q 765E 42A-5n 42t•5n 42A-5n Notes: 5 9563 531.6n 53t-6n 531-6n 1.)Sae individual calculations for additional notes and fastening. LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM 2.)Based on 9'-0"high walls. DATE PRODUCTION BY BUILDER: PENN LYON HOMES ApppOVAL LIMITED TO JOB NAME: — FAC-TORY BUILT PORTICiN MODEL: CAPE SYSTEMS SITE LOCATION: — NOV 14 21035 COUNTY: — ��WeeTlAnrun7y�a ZIP CODE: OF Ufa .10� — �y�`�P KURT ��MG� SEISMIC CATEGORY: — SNOW LOAD (Pg): — psf 13 _ WIND SPEED (V3s): — mph NO �� PENN 90 c �'��, rSSIONkW_ti` �,•• (OLYON , APPROVED HOMES CORPORATION PO BOX 27, AIRPORT RD, SEUNSCROVE, PA 17870 (570)374-4004 1(800)788-4754 APR T 8 2005 DRAWINGTRIE: SHED DORM END wal HEAM & CMNINS PS . DRAWN BY: WEI care 2/2/05 SHELT: CHECKED BY: 5ChLE: S20 TUTS PROJECT NO. SERIAL NO. SHED DORMER CAPE SIDEWALL STUDS 00 PSF GROUND SNOW LOAD AND 90 MPH WIND) SHED DORMER CAPE SIDEWALL STUDS(60 PSF GROUND SNOW LOAD AND 90 MPH WIND) STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT r 9'-0" 101-0" B'-0' 9'-0. 10'-0' MODULE ROOF PITCH ROOF FTCH ROOF PITCH MODULE ROOF PITCH ROOF PITCH ROOF PITCH WIDTH COLUMNSI2EAND 9112 5112 7112 9112 12112 3112 5112 7112 9112 12112 9112 5112 7112 9112 12112 WIDTH COLUMN SIZE AND 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 9112 1112 7112 9112 12112 (FEET) SPECIES SPACING SPACIN SPACING SPACING SPACIN SPACING SPACIN SPACING SPACING SPACIN SPACIN SPACING SPACING SPACING SPACIN FE SPECIES SPACING SPACIN SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACIN SPACING SPACING SPACIN SPACIN SPACIN 12 2x6 Sud Spruce Pine Fir. 24 In do 24 in ok 24 In do 24 in ok 24 in do 24 In ok 24 In ok 24 in ok 24 in do 24 in ok 24 in ok 24 in ok 24 in do 24 in ek 24 in do 12 2x6 Skid Sprum Pine Fir. 24 in oft 24 n ok 24 n do 24 h ok 24 n ok 24 n ok 24 n olc 24 n do 24 n do 24 n olc 24 n ok 24 n do 24 n ok 24 n do 24 n do 2x4SbdS cePineFir. 16inok 16ndc 16ino1c 16no1c 16nok 12inok 12nok 12ndc 12nck 12nok 8ndc 8ndc 8hok Bnok 8ndc 2x4Sud Spruce PneFir. 12ndc 12hok 12ndc 12inok 12ndc 12hok 12Inok 12nok 12ndc 12hok 8nok 81nok Bhdc 8ndc 8hok 14 2x6 Sud Spruce Pine Fir. 24 n do 24 in do 24 h do 24 in ok 24 in ok 24 h do 24 n ck 24 n do 24 In do 24 n ok 24 n ok 24 n do 24 n do 24 n do 24 n do 14 2x6 Skid Spruce Pine Fir. 24 n do 24 n Nc 24 In do 24 n ok 24 h do 24 n ok 24 h ok 241n do 24 n do 24 n ok 24 h do 24 h do 24 n do 24 n ok 24 n do 2x4SudS Pine Fir. 16ndc 16nok 16hdc 16inok 16nok 12inok 12hdc 12no/c 12nolc 12nok 8ndc 8nok Bhdc 8nok 8ndc 2x4Sud Spruce FneFir. 12ndc 12 in 12ndc 12nak 12nok 8ino1c 8norc Bhdc 8ndc 8ndc 8inok 8nok 8nofc 8nck 8hok 16 2x6 Stud Spruce Pine Fir. 24 In do 24 n do 24 n do 24 h ok 24 n do 24 n do 24 n do 24 n do 24ndc 24ndc 24 n ok 24 in ok 24 in 24 n ok 24 n do 16 2x6 Sud S nice Rne FY. 24ndc 24ndc 24ndc 24 n ok 24 n ok 24 n ok 24!n 24 n ok 24ndc 24 h ok 16 n ok 16 in o1c 16 n ok 16 n ok 16 in c 2x4SlidSprucePneFir. 12nok 12 in 12ndc 12n1 12nok 12iook 12hok 12nok 12ndc 12ilok 81nok 8nok Book 8ndc 8nok 2xdSudS cePereFP. 12nok 12 in 12inok 12 in 12 in Bhdc Bhdc Bnok 8ndc 8ndc Beak Bnok Bnak 8ndc 8nok DATE DESCRIPTION BY 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 WNO) STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT 8'-0' 9'-0" 10'-0' 8'-0' 9'-0' 10'-0' MODULE ROOF PITCH ROOF PITCH ROOF PITCH MODULE ROOF PITCH ROOF PITCH ROOF PITCH WIDTH COLUMN SIZE AND 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 WIDTH COLUMN SIZE AND 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 3112 5112 7112 9112 12M2 (FE SPECIES SPACIN SPACIN SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACINGFE SPECIES SPACING SPACIN SPACING SPACINGSPACINGSPACING SPACING SPACINGSPACIN SPACINGSPACINGSPACING SPACING SPACINGSPACING 12 2x6 Skid Spruce Pine Fir. 24 in ok 24 in do 24 in do 24 in ok 24 in do 24 in do 24 in ok 24 in do 24 in do 24 in ok 16 n ok 16 n do 16 n ok 16 n olc 16 n do 12 2x6 Sud Spruce Pine Fir. 24 in ok 24 in We 24 In do 24 in do 24 in ok 24 in do 24 in ok 24 in do 24 in o/c 24 in de 16 in ok 16 in ok 16 in ok 16 in ok 16 in o/c 2x4 Skid Spruce FieFir. 12ndc 12nofc 12no1c 12ndc 12ndc 8hok 8noft 8nok 8no/c 8nok 2x4 Slid Spruce Pine Fir. 12no1c 12hok 22ndc 12nok 12nolc 8ndc 8ndc 8ndc 8ndc Bhdc 14 2x6SudS ruceRrreFir. 24ndc 24ndc 24ndc 24ndc 24nok 24inok 24hok 24ndc 24ndc 24ndc 16ndc 16ndc 16nok i6indc 16nofc 14 2x6SudSprucePheFir. 16no1c 16ndc 16inolc 16no1c 16nok 16ndc 16hdc 16ndc 16no1c 16Indc 16nok 16ndc 16nok 16ndc 16ndc 2x4SudS ceP6reFr. 12hdc 12indc 12nolc 12nok 12nok Bhdc Bhdc 8nok 8nok 8ndc 2x4SudSpn�PineF•ir. 8ndc 8nok 8nok Bhdc 8ndc 8ndc 8ndc 8nok 8ndc Bhdc 16 2x6SudS—FneFu. 16ndc t6ndc 16ndc i6nok 16ndc 16nek 16nok 16nok 16nolc 16nolc lfihok 16nolc 16ndc 16nok 16nole 16 2x6Sud$ PheFir. 16hdc 16ndc 16ndc 16Inok 16nok 16ndc 16ndc 16nok 1 indc 16nofc 16nok 16no1e 16nok ISndc 16ndc 2x4Sud$rucePneFr 12hok 12hok 12ndc 12nok 12nok Bhdc 8nok 8nok 8ndc 8ndc 2x4SudSpucePneFi. Bhdc 8ndc 8ndc 8ndc Bnok Bhdc 8ndc 8ndc 8ndc Bndc DATE PRODUCTION BY AppROVAL LIMITED TQ BUILDER: PENN LYON HOMES FACTOR' BUILT PORTION JOB NAME: - ` hn1� A �LOOS MODEL: CAPE SYSTEMS SITE LOCATION: - eeeeVe F M COUNTY: - KURT G ZIP CODE: SEISMIC CATEGORY: - � - - "' �' xn SNOW LOAD (Pg):- � = - psf h1o. 41 Z 31 WIND SPEED (V3s): — mph ho"� ��-?Ac_%C����•`' (OPENN LYON HOWS CORPORATION A V PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 pluwwc ntLe APR 1005 SHED DORMER SIDE WML STUDS BP"B—Q CORP.CO ORON BY: MJB OnTE: 2/2/05 swu: CHECKED Uf. SCALE: S 2 . PITS PROJECT NO. SERIAL NO. CANTILEVER ROOF RAFTERS(30 PSF GROUND SNOW LOAD) CANTILEVER ROOF RAFTERS(60 PSF GROUND SNOW LOAD) PITCH PITCH MODULE RAFTER SIZE,SPECIES 3112 5112 7112 9112 12112 MODULE RAFTER SIZE,SPECIES 8/12 $112 1112 9112 12112 WIDTH AND SPACING Lk L1 Lk Lk Lk WIDTH AND SPACING Lk L4 L1 Lk Lk LR YIN. I MAX LR YIN. MAIL LR MIN. MAX. LR YIN. MAX. LR YIN. MAX. Lft MIN. I MAX. LR MIN. MAX MIN. MAX LR MIN. MAX. LR MIN. MAX 8 2x6 SPF NO.2 24ndc 71.9n 4t-Oh 71.9n 7fl•5n 4fl-0n 7fl-5in 6fl-11n 41-On 60-11n 6A•5in 30-11in 60-5in 5I-Sn 30-8in 5fl-8n 2x6 SPF NO.2@24indc 41-10h 71.0h 42-9in 71-Oh 42.6in 61-11in 41.3in 61-5in 31-10In 51-8h 2x6 SPF NO.2 24ndc 61-Oh 9A-66 50.I01n 9fl-3in 51-7n 8fl-Bin 5fl-3in 81-0in 42-7n 70.1n B 2x6 SPF NO2 16ndc 71.9h 41-10h 7t-9n 71-5n 40-9in 71-5h 61-11n 4t•On 81-tjin 61-5in 31.11in 61.5in 51-Bin 31.8in 51-8in f0" 2x6SPFN0.2 16hdc 91-Bn in- 6 9fl-bin 98.3in 5A•On 9fl-3in 81-8in 40-11in 8A-8in 8fl-On 4A-10in 81.0in 71•Iin 4t•7h 7fl-t n 2x8SPFNO.2 24ndc 4A-10h 7A-9h 4A•9h 71-Sh 41-Oh 61-111n 31-11in 68-5in 34-81n 51.8in 2x8 SPF NO.2 0 24ino/c 6t•Oh 90.8in 51.0n 92-3in 41-11n 8fl-8in 41.111in 8fl-0n 4t-7n 70.1n 2x6SPFA c NIA N/A NIA NIA 61-10n 7A-Oh 61-5n 7A-Oh 51-8in 71.Oi1 2x6 SPF NO.2 24ndc 81-5n 90-6n 8A•3n 91-5in • 71-11in 90-6in 7fl-5in 90-6in 61-7n 8fl-6in 2x6SPFc 6t-7in 8t-7n 62-5in 81.7n 61-101n 80.7in 51-10n 80-On 50.8n 78-1in 12 2x6SPFN0.2 16indc IIt-8n 81-5n 111.2in 111.1n 81.3n 11A-tin 101.4n 71-11n 100-4in 90.7n 7A-5in 9fl-7in 81-6in 51-10n 80-6n 10 2x8SPFc 9A-8in 51-Bin 81-11h 91-3in 5A•7n 8t-11in 80-8in 61-10in 81.8in BA-Oin 51-2n 8A-Gin 71-1n 5fl-8in 71-1h 2x8SPFN0.2 24indc 81-5n 11t-8in 81-3n 111-tin 71-11in 10A•4in 70.5in 9fl•7in 5A-6n 8fl-6n 2x8SPFc 51-8n 90.8in 51.7n 91-3n 61-10n 81-8in 41.10h 81-OhBn 12x6SPFN0.2 16indc 91-10in 111.2n 91.8n 111-tin 91-4n 111-tin 8fl-9in II1.2in 71.9in 9A-11in 2x10SPFdc 5t•Bh 9A-8in 51.7i1 9/-3in 81-join Bt-Bn 4t-join 8A-Oh 51-8in 7fl•1h DATE DESCRIPTION BY 2x8SPFNO.2 24ndc 81-10n 121.1in 81-8n 1211-1n 81.4n 12A-1h 71•t0n 11t•2in 6A-tOh 9A 11in 2x6SPFNc NIA N/A N/A NIA NIA N/A 71-11n 81-7in 71.Din 81.6in 14 131-In 121-11n 12fl-tn 11fl-tin 9A-11h2x8SPFNO.2 ISndc Eff 13t-7n 81-Bin 12fl-11n 7l-2in 12A-tn 6A-9n 111-tin 61.5n 91.11in 2x8SPFdc NIA NIA 81-On BA-11h 71-8n 81-11n 71-2n 81•tth 60-4in Bfl-fin 2x105PFNO.2 24no/c 81-jon 13A-7n BA-Bn 12fl-11in 6A-11in 12fl-tn 6fl-gn 111.2in 61-5n 91-11in Z(S SPF NO.2@16indc 71.2h 10t-11i1 71-1n 101-11in 6A-9h 10t-4in 71-2in 9t-7n 51-7in 81-6n 12 11t•Bh 111-1in 101-4in 91-7in 81.6n 2x6 SPF NO.2 16indc NIA NIA NIA NIA NIA NIA 10fl-tOh 111.2in _92=7in 11fl-tin 2x10SPFN0.2@24ndc 61-71n 10A-10n 71•1n 10fl-10in 81-41n 101-4in 7l•2n 91-7n 54-71n 80-6in 2x8 SPF NO.2 24ndc 110-3n 121-1in III-Gin 12fl-1h 101-7in 128-1in 100-Oh 121-t n 81-join 1jt-4in 2x10SPFNO.2 16ndc 61.7in 11A-8n 71-1n tit-tin 5t-11h 10t-4n 71-2n 91-7n 51.6in 80-6n 2x8SPFN0.2 16inol f0A-1In 141-8n 9A•11n 14B•9h 9fl-6in 13fl-join tOl-On 121•tOn 71-t0h 111-4in 2x12SPFNO.2@24ndc 61-7in 110-Bn 71-1n 111-1h 51-11h 101-4n 71-tin 91.7in 51-6in BA-Bin 16 151-6n 14t-gin 13fl-fOh 12A-join 11fl-4in 2x10SPFN0.2 24no/c 101-1n 140-9in 91-11h 1411-9h 90-6in 131-10in 101-Oh 12A-10in 711-4in 111-4in 2x8SPFN0.2 24indc N/A MIA MIA NIA NIA NIA NIA N/A 81•31n 811-11n 2x10 SPF NO.2 @ 16no/c 101-1h 150-6in 91.11in I 140.9h 90-6in 131-10in tot-Gin 121-10in 7t-4in tit-4in 2x8 SPF NO.2@16indc 91.7In 101-111n 91-5n 100-11in 9A-In W -11n Be- 6in 108-11in 71.Sin 90.11in Id2SPFNO.2 24indc 101-1n 15fl•6in 9A-11n 14fl•9h 91-6in 131-t0in 10t-Din 121-loin 7fl-4in 111.4h 200SPFNO.2@24ndc 81-9h 101•1 0 n 81.7n 101-Win B1-3n 10A•10h 70.11In 10A-join 71-3in BI-11h 14 13t-7in 121-11h 121-1h 114.2h 91-11n NOTES: 200SPFNO.2 16ndc 81-9h 131.4in 81-7n 12A.11h BA-3n 12t-tin 74-1 in III-tin Bt-5in BA-11in 1.LR=HORIZONTALLENGTHOFRAFTER(PROJECTION) 2x12SPFN0.2@24indc 8t-9h 121.7in 81-7n 121-7in 8A-3n 121.1in 7fl-11n 111-2in 6A-Sin 91.11h 2.LK-LOCATIONOFKNEEWALLFROMSIDEWALL 2x12SPFN0.2@16ndc Bt-9h 131-7n 81-7in 122-11n 811-3in 122-1in 71-11n 111-2in BA-5in 9A-11h 2x10 SPF NO.2 @ 24ndc N/A NIA N/A NIA N/A N/A N/A NIA Bt-10in 101.10in 2x10SPFNO.2@16ndc 10t-On 130-4n 91-10in 131-4in 90-5n 13A•4in 8t-"in 121-iOn 71-11n 111-4n 16 2x12SPFNO.2@24ndc 15t-8in 9t-8h 121-7in 141-9in 91-7n 121-7in 13A-tOh 91-4in 12A-7in 12A-10n 81.11n 121-7in 111-4in BA-2n 111-4n 2x12SPFN02 t6ndc 9t-Bin 151-5in BA-2h 141-9 8A-Oh 131-join 7A-9h 12t-join 72-4in 111.4i1 NOTES: 1.Lfl o HORIZONTAL LENGTH OF RAFTER(PROJECTION) 2.LK-LOCATION OF KNEEWALL FROM$I DEWALL CEILING JOISTS(30 PSF GROUND SNOW LOAD) CEILING JOISTS(60 PSF GROUND SNOW LOAD) ppPEtOVAL !_If�°!T� PITCH FACTORY BUILT F'O. MODULE MODULE WIDTH CEILING JOISTS 3112 5112 7112 9112 12112 WIDTH CEILING J019T9 9112 5112 7112 9112 12/12 L, L L L L L L L „ L „ L Z005 DATE PRODUCTION BY 2x10 SPF NO2@241n do 41-On 41.Om 4 -On 30-11n 3l-Bn 2x10 SPF N0.2@24ndc 41-7n 40.7n 41.7n 4t-7n 41-7n NOVNO UUJ 14 10 ZO0 SPF NO.2@24 in o/c 51.1n 51-31n 61-6n 50-8in 61-8in B 2x10 SPF NO.2@ 16 In do 41-0In 41-0n 41-0h 32-11n 30-8n Zx10SPFNO.2@241ndc 81.21n 82-51n 81-91n 81-10In NIA Dc12 SPF NO.2@241n do 41-0in 40.0In 4A-0n 30.11 30-8 2x10 SPF NO.2@16n do _ 6A-0In 61-1in 60.7n 6A•8n 6 1.6 in 2x10 SPF NO.2@241n do 71.4n 71-4in NIA NIA N/A 12 202 SPF NO.2@24ndc 60-Bin 61-81n 70-31n 71-5n 70-5n Dc1O SPF NO.2@16 in do 51.10 in 50-111n 60-On 62-2n 62-01n `y1T111A11t/7BJ/77 Dc12SPF NO.2@16ndc 60-Gin 64-On 50.111n 5fl-10n 50-6in 10 D02 SPF NO.2@241n o/c 61-4n 62-4n 6fl-6In 60-71n 61.6n Dc12 SYP N0.2 DENSE @24indc 6n•0n 6A-0In 50-11 in 5fl-10in 5fl-61n Dc12 SPF NO.2@16 in do 51-0h 52.0n 41.11 in 4fl•101n 50-1n �� ��`{(V MA BUILDER: PENN LYON HOMES i 2x10SPF NO.2@241ndc 100.gin NIA NIA NIA NIA 2x12SYPNO.2DENS @24indc - - - m 4 -7m 2x10 SPF NO.2@t6n0lc Be-11n 9fl-71n 9fl•10n 9A•11h 90•tOn 2x10 SPF N0.2@241n do 91-tOn NIA NIA NIA NIA ��� );(,, JOB NAME: - 14 Dcl2 SPF NO.2@24indc 9fl-61n 104•2n 10fl•41n 100-51n NIA 2x1DSPFNO.2 161ndc Be-7n 8n•9n al-11n NIA NIA �.-•4 bc12 SPF NO.2@16no/c 7A-Onm A-On 80.0in 70-111n t2 2xl2SPFNO.2@24indc 91.0n NIA NIA NIA N/A �.��. ✓wRG MODEL: CAPE SYSTEMS bc12 SYP NO.2 DENSE @24ndc 7A-On -11n 9fl-0in 80-111n 202SPF NO.2@ 16ino/c 71.5n 70.7n 70.9in 70.3n 70-81n _ Zx12SYP NO.2 DENSE@16ndc 70-11 infl-11in 60-9In 6A•5n 2x12 SYP NO.2 DENSE @24ndc BI-Oh 8fl-2n 82.4in 80-4n 80.3h = U �1CI �r113'! SITE LOCATION: - 2x10 SPF NO.2@16ndc 11 A•9nNIA NIA NIA 2X12SYP NO.2 DENSE @16n Ole 61-On 6 -On 68-1n 60-1n 5fl-11in "' v 16 2x12 SPF N0.2@16nok 101-8in0.2h NIA NIA 2x12 SPF N0.2@161n do 100•th 100.5n 101-7in t0A-7in NIA �� �- Q COUNTY: - bc12SYPNO.2DENSE 24ndc 100-11nfl-11n MIA NIA 2x126YPNO.2 DENSE @24ndc 101-7n NIA NIA NIA NIA 1 < \eJ `L� 2x12SYPN0.2DENSE@16ndC Bo-Gin0-2n 90-21n 9fl-tin 14 Zc12SYPND.2DENSE@16hok 8t•10n 9fl•1in 91-4in 9fl-3n 90-1in 'i �[7 HA�`~ �` ZIP CODE: - waffm 2x125YPN0.2 ENSE@12nok 7 1-Gin 7 •2n -4n 70.4 .2 16 Z02 SYP NO.2 DENSE @16hdc 111-7n 111-11n 121-1n 12l-1n NIA �.... ,,��` SEISMIC CATEGORY: - Zc12SYPNO.2 ENSE@12n01c 9A•111n 100. 1n 1 •4 n SNOW LOAD (Pg): - psf WIND SPEED (V3s): - mph SIMPLE SPAN RAFTERS(30 PSF GROUND SNOW LOAD) CONTINUOUS SPAN RAFTERS(30 PSF GROUND SNOW LOAD) SIMPLE SPAN RAFTERS(60 PSF GROUND SNOW LOAD) CONTINUOUS SPAN RAFTERS(60 PSF GROUND SNOW LOAD) pENN SPA 24"oIc 16"olc 24'ok 16"olc 24"ok 16"o/c 24"ok 16"o1e RAFTER MAX. N REAC110N MAXLSPAN REACTION RAFTER MAX.SPAN REACTION MAX.SPAN REACTION RAFTER VAX.$PAR REACTION MAX.SPAN REACTION RAFTER MAX.SPAN REAC11ON MAX.SPAN REACTION 2x6SPFNO.2 94-7h 397bs 118.2in 311bs 2x6 SPF NO.2 91-71n 994bs 118.8in 811bs N6 SPF NO.2 78-1h 53611s 81-8in 439bs 2x6 SPF NO.2 78-tin 5386s 81.8in 439bs OLYON 2x8 SPF NO.2 1 2 A-1 h 503 bs 14 A.9 in 410 bs 2(8 SPF NO.2 121.1 in 1258 bs 141-10 in 1027 bs 2x8 SPF NO.2 8 A-11 h 681 bs 101-11 h 556 bs 2x8 SPF NO.2 81.11 in 681 bs 101.11 in 556 bs 2x10 SPF NO.2 14A•9h 615bs 181-1in 502bs 1 100 SPF NO.2 141.9in 1537bs 18Uiin 1255bs bd0 SPF NO.2 108.11in 832bs 131.4in 679bs 2x10 SPF NO2 10A•11h 832bs 131.4in 679bs 2x12SPFN0.2 17A•1h 713bs 211.0in 582ba 2x12SPFNO2 171.1in 1782bs 211-01n 1455W 2xl2SPFNO.2 121.81n 965bs I 15t•6in 1 788bs 2x12SPFN0.2 120.8in I 969bs 151-6in 768bs HOMES CORPORATION NOTES: NOTES: - ' PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 1.)OVERALL HORIZONTAL RAFTER LENGTH IS TWO TIMES THE 1.)OVERALL HORIZONTAL RAFTER OSgtEA1l dam' (570)374-4004 1(800)786-4754 MAXIMUM SPAN INDICATED ABOVE MAXIMUM SPAN INDICATED ABOVE Pn Zy� 2.)REACTIONS SHOWN ARE INTERIOR REACTIONS OFA TWO SPAN 2.)REACTIONS SHOWN AREINTERI REACTIONS OFATWOSPAN ORAWAIGTau-, CONTINUOUS BEAM. CONTINUOUS BEAM. APR 1 8 2005 RAFTER TAB DRAWN BY: MJB " 2/2/05 �c PF �., 1}IEOfkD ws S23 r. FACTORY SUPPLIED CONTINUOUS RIDGE PROJECT NO. SERIAL NO. VENT INSTALLED ON-SITE BY OTHERS FACTORY SUPPLIED CONTINUOUS RIDGE VENT INSTALLED ON-Sm BY OTHERS FASTEN 2X3 SIR(3) 1 TO 2X4 STRINGER PER TRUSS SNAILS 2X3 STRNGER PER TRUSS SPACING 2X4 STRINGER MANUFACTURED HINGED WOOD TRUSSES TO BE SPACED (�-SITE BY OTFIERS) 2X BLOCK APPROPRIATELY FOR SNOW LOAD OF SITE LOCATION& 12 INSTALLED PER MANUFACTURER'S DESIGN DRAWINGS. 2X2 LEDGER 3 (MIN) 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 16'-1'(MIN)/31'-5'(MAX) FOR 3/12 TO 5/12 ROOF TYPICAL 2—BOX FLAT TRUSS FACTORY SUPPLIED CONTINUOUS RIDGE FACTORY SUPPLIED CONTINUOUS RIDGE VENT VENT 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 MANUFACNRED HINGED WOOD TRUSSES TO BE SPACED - APPROPRIATELY FOR SNOW LOAD OF SITE LOCATION& 2X2 LEDGER INSTALLED PER MANUFACTURER'S DESIGN DRAWINGS. 3(MIN) 12 12(MAX) 2X4 HINGED KNEE WALL IX3 LATERAL BRACING TOE NAIL KNEE WALL BOTTON PLATE TO BOTTOM CHORD WITH (1) 16d NAIL FROM EACH SIDE DATE PRODUCTION BY (ON-STIE BY OTHERS) ApORoVAL LIMITED TQ (8'-0'MIN, 15'-8'MAX) (W-O'MIN, 15-8'MAX) CAC-FoR 1 BUILT PORTIOtlVp� r BUILDER: PENN LYON HOMES TYPICAL TRUSS TOP FLIP N V A 2005 JOB NAME: — 16'-1'(MIN)/31'-5'(MAX) _ MODEL: CAPE SYSTEMS TYPICAL 2—BOX CATHEDRAL TRUSS %X01%J1111I SITE LOCATION:OF MA — ., , 4n s COUNTY: — FACTORY APPLIED CONTINUOUS RIDGE VENT a A. - ZIP CODE: — INSTALLED ON-SITE BY OTHERS FACTORY SUPPLIED CONTINUOUS RIDGE VENT INSTALLED ON-SITE BY OTHERS - T(�NiBe�ERG FASTEN COLLAR TIE TO RAFTER WITH 3-16d NAILS FASTEN 2X4 STRINGER TO 2X6 NGER 2X4 STRINGER _ U No SEISMIC CATEGORY: — WITH(3) 16d NAILS PER RAFTER 2X6 STRINGER (16'OC RAFTERS)OR 5-16d NAILS(24'OC RAFTERS) SNOW LOAD (Pg): — psf I2 SPACING(ON-SITE BY OTHERS = �`. 3(MIN) FASTEN 2X4 STRINGER TO 2X6 STRINGER WIND SPEED (Vas — mph 12(MAX) WITH(3) 16d NAILS PER RAFTER �i rf A �G ��� ` )' p TOE NAIL PLATES TO RAFTERS 2X SPF 2 COLLAR TIE®EACH RAFTER SPACING(ON-SITE BY OTHERS) ���i u$1�(it'� �' ���' WITH(1)16d NAIL FROM EACH 2X2 LEDf*R ���'�•, 1: .•` �� SIDE(ON-STE BY OTHERS) STORAGE '` PENN FIELD APPLIED 4X8 DECKING (OLYON WITH 10d NAILS®3'Oc 20 SPF/2 KNEEWALL ----- O ROVEDHOMES CORPORATION AF 2X1o/2XI2 SPF J2®24'OC (MAX- SEE TABLE) 2XIO/2X12 SPF J2®24'OC (MAX - SEE TABLE) PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 APR 1 8 2005 (570)374-4004 1(800)788-4754 (8'-0'MIN, 15'-8'MAX) (8'-0'MIN, 15'-8'MAX) DRAWING TILE' TYPICAL RAFTER TOP FLIP Nog � p 2-BOX ROOF SYSTEMS ADDITIONAL TRUSSES MAY I 16'-1'(MIN)/31'-5'(MAX) A COPY OF E ATTACHED WITH EACH SUBMISSION. DRAWN BY. MJB DATE: 2�2/05 SHEET TYPICAL 2—BOX RAFTER CHECKED m. sr S22 NTS PROJECT NO. SERIAL NO. 1'. 6 1/2•. �`� RIDG BEAM 2X6 SPF#2 OUTRIGGERS 0 16•/24.OC(TYP) o � - 2X6 FASCIA BOARD b STUD GRADE GABLE INSTALL A GALVANIZED STRAP ON DATE DESCRIPTION BY WALL BELOW GABLE EACH OVERHANG BLOCK,TO TIE OVERHANG ONTO THE GABLE END WALL BLOCK 2X2 LEDGER FOR GABLE SOFFR BLOCK TO ATTACH TO 1•-0•(MAX) 6 1/2• STANDARD GABLE OVERHANG OPTIONAL RETURN GABLE OVERHANG I B-0 APPROVAL LIM71 ED TO DATE PRODUCTION BY a-0 (MAX) 4_0 PACTORY BUILT PORTION CONTINUOUS RIDGE BEAM 12'4•(MIN) ,s•RIDGE BEAM .: ?Q. NOV 14 2005 BUILDER: PENN LYON HOMES �si19• CONTINUOUS FLIP HEADER JOB NAME: — BEAM 12'-0•(MIN) s?9• �``���,1111OF MASS.1*1"' MODEL: CAPE SYSTEMS `S`SgC '. KURT s SITE LOCATION: - 2X6 SPF 12 SIMPSON A23 12 OUTRIGGERS 0 CONNECTOR OR 3(MIN) _- gTENBE—RG cn _ COUNTY: 16•/24.OC(TYP) EQUAL TYPICAL U �O.Q'}'{3� _ EACH SIDE OF 12 (MAX) _ ZIP CODE: — OUTRIGGER SIMPSON A23 EQUAL TYPICALTYPICAL .O �jP ���� — F \ SEISMIC CATEGORY: DOUBLE TRUSS EACOUTRIGGER % �FFbS �N�� ..���` SNOW LOAD (Pg): — psf OR RAFTER ++:.. l.;;t, ,•`��� — STUD GRADE GABLE WIND SPEED (V3s): mph WALL BELOW PENN 1•-O•(MAX) I)LYON_ 5'-0• HOMES CORPORATION PO BOX 27.AIRPORT RD, SELINSGROVE, PA 17870 PROW GABLE OVERHANG ELEVATION PROW RAFTER SECTION APPROVED (570)374-4004 1(800)788-4754 IXtAWING TIRE: OPTIONAL PROW GABLE OVERHANG APR R 1 8 2005 G DETAILS B 8 �ied� CORP. URnvM 6t: MB On1E: 2/2/D5 91EEf: CHECKED W. SCALE: Nrs S24. � PROJECT NO. SERIAL NO. 5/8'G1P. 0 vCAPE AR 2nd FL00R m VARIES DATE DESCRIPTION BY ZVARIES 3/4' OSB 3/4' OSB FLOOR JOIST HANDRAIL SUPPLIER DRA0.SUPPLIER _____ _ FLOOR JOIST& INSTALLED ON-SITE ---- -- & INSTALLED ON-SITE — BY OTHERS X . (LING JOIST B,OTHERS 6 CEI NG GY 5/8'GYP. 8 G 8 GYP. CD 3 - O p 3 O a . K ~ l�t FLOG p ],st FLOOR . �3 � � a0 � n n 36" (MIN) DRA1L SUPPLIED 36' (MIN) ORAL SUPPLIED & INSTALLED ON-SITE & INSTALLED ON-SITE 3 4'OSB BY OTHERS 3 4'OSB = 3 4' OSB BY OTHERS 3 4' OSB FLOOR JOIST FLOOR JOIST a FLOOR JOIST FLOOR JOIST DATE PRODUCTION BY w 0 0 0 0 _ cx _ BUILDER: PENN LYON HOMES o JOB NAME: - O _ C. \ °P BASEMENT STAIRS BASEMENT "i BASEMENT STAIRS BASEMENT MODEL: CAPE SYSTEMS SUPPLIED& INSTALLED SUPPLIED & INSTALLED SITE LOCATION: - ON-SITE BY OTHERS 0D ON-SITE BY OTHERS, aD COUNTY: - ZIP CODE: - 36" (MIN) 36' (MIN) SEISMIC CATEGORY: - SNOW LOAD (Pg): - psf APPROVAL LIMITED TO WIND SPEED (V3s): - mph TYPICAL STAIRS TYPICAL WEDGE MODULE STAIRS FACTORYLfiLT FORii0N MAXIMUM RISER HEIGHT = 8 1/4' MAXIMUM RISER HEIGHT= 8 1/4' MINIMUM TREAD DEPTH = 9' MINIMUM TREAD DEPTH = 9' p"! 4 2005 OPENN MAXIMUM NOSING = 1 1/4' MAXIMUM NOSING = 1 1/4' ,1S1t,tltt111/,J���� LYON Of MAi 11BAASEME14T STAIR DETAILS SHOWN ARE TYPICAL FOR STANDARD PLANS. y>�p� ,• ' - HOMES CORPORATION 2) STAIRS DESIGNER WITH 8 Y' MAX RISE AND 9' MIN TREADS. (SUSSEX COUNTY, DE: 8' MAX RISE, 9" MIN TREAD, � QR G`t� 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 _ A:.-n„�G N (570)374-4004 1(800)788-4754 AMENDMENTS. PLH WILL ADJUST ACCORDINGLY. ALL STAIR OPENINGS AND HEADERS ARE BASED ON A HEIGHT OF S i ;�.i3- 7'-9 7' FROM THE FINISHED BASEMENT FLOOR TO UNDERSIDE OF FIRST STORY FLOOR JOISTS. _ c� No 41131 _ APR 1 8 2005 M`"NC""E 3) LOCATION, RISE, RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN VARIES. STAIR DETAILS FOR Tvck STAIR KTAILS INDIVIDUAL PLANS WILL BE AVAILABLE UPON REQUEST. 4) OTHERS ARE RESPONSIBLE TO SUPPLY AND INSTALL ALL BASEMENT STAIRS AND STAIR RAILINGS. H ����t<,,`�`� PFS CORP.IFS F� OWN BY: WEI ' 2/2/05 WHEE7: 9,����Y'+i S4:'.: •' ",,` CHECKfD Or. WCAE: NIS PROJECT NO. SERIAL NO. HINGE 1/2" PLYWD. OR OSB BAFFLE PLATE SEE INSULATION SCHEDULE 1/2" X 2" PLYWD. OR 3" x 6" x 0.036" OSB STRIP TRUSS PLATE BY DRYWALL "GANG NAIL" �' CEILING VENTED 2-8d NAILS DATE DESCRIPTION BY SOFFIT IN EACH TRUSS' ———_ FLOOR JOISTS ——— SHEATHING—f AT 16/24"O.C. SOLID WOOD ` 3-16d NAILS STANDARD METHOD BRIDGING R-19 WALL SEE FOLDING OVERHANG INSTALL TOP INSULATION DETAIL ON SHEET S42. NAIL 3-16 d TOE NAILED ALTERNATE METHOD AT EACH TRUSS TO THE TOP PLATE EXTZINT WALL INTERSECTION CONSTRUCTION SCHEMATIC ON SITE ROOF ERECTION DOUBLE INT. NON BEARING PARTITION 1X1 NAILER STANDARD 16 d TOE NAILED JOISTS 16" O.C. l�P� EETAL JOIST HANGERS SECTION VIEW BOX DATE PRODUCTION BY METAL L j L j L j L j L J L J L J INT. NON BEARING 1X2 NAILER JOIST MFG. METAL N DOUBLE SPF #2 FRAMING PARTITION HANGERS BOX HANGER DOUBLE SPF #2 (►( METAL JOIST END OF HOUSE BUILDER: PENN LYON HOMES FRAMING HANGERSkk JOB NAME: SPLIT STAIR STANDARD STAIR MATING BEAM STANDARD STAIR 16 d TOE—NAILED STANDARD GABLE MODEL: CAPE SYSTEMS (CASE t) � (CASE 2) 24" O.C. PLAN VIEW SITE LOCATION: STAIR FRAMING INTERIOR NON-BEARING NAIL—ON ELECTRIC BOX GABLE TRUSS OVERHANG COUNTY: - WALL FASTENING RECEPT./ SWITCH MOUNT ZIP CODE: — SEISMIC CATEGORY: — SNOW LOAD (Pg): — psf FIELD NOTES APPROVAL LIMITED TQ WIND SPEED (V3s): - mph 1) SEE ROLL-ON & CRANE ON INSTRUCTION TO SET HOME. 7) COMPLETE PEAK GABLE SOFFIT. F DRY F3UILT PORTION eyunreurrr. 2) BOLT CENTER GIRDER & SECURE COLUMNS. 8) ADJUST EXT. DOORS AND SILLS FOR PROPER FIT. �t i 3) SECURE HOUSE TO SILL & INSTALL LAST ROW OF SIDING. 9) COMPLETE ROOF SHINGLES AND CAP. .� ���ZN of MA�S,SgCG NOV 14 2005 PENN 4) COMPLETE END SIDING APPLICATION. 10) ADJUST ALL DOORS FOR PROPER FIT. 5) SECURE HINGED OVERHANG (SEE CROSS SECTION) 11) COMPLETE INTERIOR MOULDING. A. �� F'= (OLYON 12) COMPLETE PLUMBING ELECT HEATING & RETEST ALL SYSTEMS 6) STRAP ROOF , ., . = c� S�ENS c 'o 41 W HOMES CORPORATION APPROVED PO BOX 27,aRPORT RD, SEUNSGROVE, PA 17870 HA U�� �: (570)374-4004 1(800)788-4754 ���i Cv.UlON4ti 0,1 DRAWING TIRE: APR 1 8 2005 RaD SHEET P'•* CORP. oaawr+er: WB aTE: 2�2�05 SKEET: CHECKED BY: SOLE: S40 NTS PROJECT NO. SERIAL NO. 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) LEDGER STRIP TO INNER NAIL 3 1/4" X .131" 4" O.C. SOLE PLATE TO STUDS NAIL 3 1/4" X .131 2 DIRECT 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 OATS DESCRTP710N BY GLUE EXCEEDS AFG-01 90% ON STUDS AND PLATES 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. 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 TO FLOOR JOISTS 7/16" FIBERBOARD 1" W/ 1 1/4" CROWN 3" O.C. DIRECT, EDGES 7d RING SHANK 6'O.C. EDGES AND 12' O.C. TO EXT. WALL GALV. STAPLES 6" 1C. FIELD FIELD THERMOPLY SHEATHING 1" W/ 1 1/4" CROWN 6" O.C. DIRECT, EDGES GALV. STAPLES CEILING ROOF PLYWOOD OR 7/16" OSB 7/16" X 1 1/2" 16 GA STAPLE 6" O.C. DIRECT, EDGES 5/16" OR 1/2" DRYWALL TO FOAMSEAL 1" BEAD SHEATHING " 0.C_ FIELD HEADERS NAIL 3 1/4" X .131 16" O.C. STAGGERED 2 DIRECT 1 7/6" LONG, 0.0915 DIA SHANK, 7" O.C. DIRECT EDGES, & FIELD. 5/8" DRYWALL TO CEILING 1/4' HEADS INSULATION TO STUDS 1/2" X 5/16" 20 GA STAPLE 2 AT TOP OF BATT JOISTS/ TRUSSES 1 1/4" SCREWS, 6 GA SCREWS 7" O.C. EDGES & FIELD "RESIDENTIAL" WINDOW AND 8" O.C. EDGES DATE PRODUCTION BY 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. W 3 1/8" FINISH NAIL 16" O.C. DIRECT 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 ' 1 X 1" 8" O.C. DIRECT VERT.EDGE APPRo v'AL. LIMMEED TO BUILDER: PENN LYON HOMES STAPLE 7 SHINGLES TO SHEATHING 1" X 1 1/4" 16 GA STAPLE 6- EACH SHINGLE STEEL VER. SIDING SCREW 8 X 1" 24" O.C. DIRECT EA. STUD IBC'G � `"'`T F'O TIQEV JOB NAME: - 1 1/ NOV" X .120 DIA NAIL 6- EACH SHINGLE EXT. WALL TO FLOOR NAIL 3 1/4" X .131 12" O.C. DIRECT NOV 14 2005 MODEL: CAPE SYSTEMS W .385 DIA HEAD NON-BEARING INT. NAIL 3 1/4" X .131 16" O.C. DIRECT ///r DRIP EDGE TO SHEATHING 7/16" X 1 1/2" 16" O.C. DIRECT WALL TO FLOOR <��� H OI f.4A� gCr'r, SITE LOCATION:COUNTY: - 16 GA GALV. STAPLE EXT. WALL TO EXT. WALL NAIL 3 1/4" X .131 10" O.C. DIRECT y.� y�� CURT HG ZIP CODE: — TRUSSES'TO EXT. WALL NAIL 3 1/4" X .131 3 TOE-NAIL v 1 Ei\1 SEISMIC CATEGORY: — INT. WALL TO EXT. WALL NAIL 3 1/4" X .131 10" O.C. DIRECT CEILING BAND JOIST NAIL 3 1/4" X .131 TOE—NAILED 16" O.C. _ No.41131 SNOW LOAD (Pg): — psf TO PERIMETER WALLS INT. WALL TO INT. WALL NAIL 3 1/4" X .131 24" O.C. DIRECT �, ?� Ge w NONBEARING ONLY WIND SPEED (Vas): — mph sp�C1iA � ,GR� 30 GA GALVANIZED METAL ROOF 7/16" X 1" 19 GA GALV.STAPLE 8" O.C. �+ ~Csy r , (OLYON PENN TO PERIMETER BAND SINGLE TOP PLATE 3" X 6" X 0.036 PLATE 3— 8d NAILS EACH SIDE +r • ��OFrA.. `EACH JOINT '' 1 1METAL "J' RAIL TO PERIMETER BAND #$ X 1" HEX HEAD GALV.SCREW 8" O.C. SINGLE TOP PLATE AND 2 X 14" WOOD BLOCK 5- 7/16" X 3" X 14GA OR 10d ALL BOTTOM PLATES NAILS EA-SD-OF SPLICE CEILING JOIST TO PERIMETER BAND 3-0.131" DIA. X 3 1/4' NAILS JOIST END APPROVED D HOMES CORPORATION 1) POWER DRIVEN FASTENERS SHOWN IN THIS SCHEDULE PROVIDE EQUIVALENT STRUCTURAL PROP TIES TO 5 Box 27,AIRPORT RID, SEUNSG1(80 PA 17670 (570)374-4004 1(800)788-4754 FASTENERS SPECIFIED IN THE IRC FASTENING SCHEDULES. ANY CONNECTIONS NOT SPECIFICAL APR MENTIONED IN THIS SCHEDULE SHALL COMPLY WITH IRC FASTENING OR SHOW COMPLIANCE WIT Danwwc nru: ACCEPTABLE NDS OR IRC DESIGN CRITERIA. SUCH FASTENING SHALL BE SPECIFIED ON THE AP 0 FASIENING SCHEDULE SECTIONS AND / OR DETAILS WITH SUPPORTING CALCULATIONS PROVIDED IN THE CALCULATIONS L. CORPq DRAWN Of: MJB Dan:: 2/2/OS �T` 1 CHECKED M. 5ME: S 4 1. NTS PROJECT N0. SERIAL N0. DATE DESCRIPTION BY 6X 6X26GAGALV SIMPSON H8 w/ (10) PLATE (HINGING MECHANISM) 10d x 1)rt" NAILS 0 80d THREADED HARDENED 0 0 ZpP pR STEEL NAIL/ SPIKE 0 ZOQ C�p� (3)INTO TRUSS TOP HORD 10d NAILS THROUGH H® EACG �pP GNp� �uSS EACH TRUSS. TRUSSES SHALL ZR�SS TRUSS (BY OTHERS) TRUSS BOTTOM CHORD BE PRE—DRILLED TRUSS BOTTOM CHORD TRUSS BOTTOM CHORD ROOF SHEATHING 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 R-30 FG INSULATION 0 CANTILEVER AREAS. APPROVAL- TO (5) ee NAILS THROUGH eG�p�o INSULATION SHALL EXTEND 2' BEYOND trACTORY BUI`; 'ORTf®�� BUILDER: PENN LYON HOMES GUSSET INTO TOP CHORD — EACH--, tp INTERIOR FACE OF LOWER FLOOR EXTERIOR WALL GUSSET & SIDE (BY OTHERS) R-30 FG INSULATION ® CANTILEVER AREAS. JOB NAME: ° 1/2' DIA BOLT WITH NUTS INSULATION SHALL EXTEND 2' BEYOND AND WASHERS (TIGHTENED IN INTERIOR FACE OF LOWER FLOOR EXTERIOR WALL NO � � 200� MODEL: CAPE SYSTEMS FIELD BY OTHERS) ��111etaarr►rrrr -SITE LOCATION: — ° CEILING JOIST ° ° 2'-0- (MAXIMUM) � tl�OF COUNTY' (k).Qi�+gCy — 1/2'COX PLYWOOD GUSSET EA SIDE �'�' 2_0• (m) SIMPSON H2.5 w/ (10) 8d NAILS o ���� ZIP CODE: - GUSSET FASTENED TO CEILING JOIST 0 EACH JOIST(BY OTHERS) c WITH (10) 8d NAILS PER GUSSET SIMPSON H2.5 w/ (10) INSULATE CEILING PERIMETER WITH STE'S� r�G = SEISMIC CATEGORY: 8d NAILS 0 EAC R-19 FIBERGLASS TO FULL DEPTH. _ (�(p, e,}131 JOIST (BY OTHERS) INSULATION SHALL EXTEND 24' SNOW LOAD (Pg): - psf BEYOND THE INTERIOR GUSSET CONNECTION DETAIL FLOOR CANTILEVER DETAIL FACE OF THE EXTERIOR WALL 9v Fcyg ��� WIND SPEED (V3s): - mph FLOOR CANTILEVER DETAIL PENN - LYON APPROVED PRO HOMES CORPORATION PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 (570)374-4004 1(800)788-4754 rAPR 1 8 2005 DRAWM TBL: Co CORP. MSCE"EM FASTENING DRAWN BY: MJB DATE S"O: alaxm BY: IJTS S42. 2/2/OS S UPLIFT CONNECTIONS FOR SIDEWALLS (TRUSS - 90 MPH WIND) PROJECT N0. ERIAL N0. ROOF SYSTEM AND WALL STUDS BOTH AT 16" O.C. OR BOTH AT 24" O.C. DATE DESCRIPTION TRUSSES 24" O.C. TRUSSES ® 16" O.C. 6u MIN 6%' IN � I 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)1 Od (0.148"0) NAILS (5) EACH END (5) EACH END ® 48" O.C. MAX ® 48" O.C. MAX BUILDER: PENN LYON HOMES JOB NAME: — MODEL: CAPE SYSTEMS SITE SIMPSON CS22 BANG SIMPSON CS22 6AN COUNTYCATION: _ OR SIMPSON LSTA12 fL��R OR SIMPSON LSTA12 fL��R ZIP CODE: — OR USP RS300 OR USP RS300 OR USP LSTA12 OR USP LSTA12 SEISMIC CATEGORY: — w/(10)10d (0.148"0) NAILS w/(10)1Od (0.148"0) NAILS SNOW LOAD (Pg): — psf (5) EACH END (5) EACH END At OVAL LH07E® TO WIND SPEED (V3s): — mph 48" O.C. MAX Q 48" O.C. MAX OTORY BUILT PORTION �� 200 5 OLYON APPROVED PENN ' APR 1 8 2005 OF MASS HOMES CORPORATION ����•�.�� s �T GJ' CORP.PFS PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 Ci �' ct`� (570)374-4004 1(800)788-4754 NOTE: S 1 r �� G = AN EQUAL OR BETTER CONNECTOR °R"w��c m� U No.411 l MAY BE SUBSTITUTED FOR ANY OF 90 MPH WIND CONNECII M THE CONNECTORS SHOWN. SHER: ADO CH MJB 2/2/OS W2 SION,A�, ``���� MCKM BY: Wain: N15 41 „1; _ f PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR SIDEWALLS (RAFTER - 90 MPH WIND) ROOF SYSTEM AND WALL STUDS BOTH AT 16" O.C. OR BOTH AT 24" O.C. DATE DESCRIPTION BY RAFTERS @ 24" O.C. 01* RAFTERS @ 16" O.C. 6 ��* �� MIN �� MIN SIMPSON CS22 I INS �ND SIMPSON CS22 ING BAND OR USP RS300 �EII OR USP RS300 �EI� w/(10)1Od (0.148"0) NAILS STUDS @ w/(10)1Od (0.148"0) NAILS STUDS (5) EACH END 24" O.C. (5) EACH END 16" O.C. @ 48" O.C. MAX ® 48' O.C. MAX DATE PRODUCTION BY BUILDER: PENN LYON HOMES JOB NAME: — MODEL: CAPE SYSTEMS SITE LOCATION:SIMPSON CS22 OR SIMPSON LSTA12 �R BAND OR SIMPSON LSTA12 oR SIMPSON CS22 �ND COUNTY:OR USP RS300 �I OR USP RS300 �� ZIP CODE:OR USP LSTA12 OR USP LSTA12 _ SEISMIC CATEGORY: w/(10)10d (0.148"0) NAILS w/(10)1Od (0.148"0) NAILS (5) EACH END (5) EACH END SNOW LOAD (Pg): — psf ® 48' O.C. MAX @ 48" O.C. MAX WIND SPEED (V3s): — mph APPROVED FAQ-;OK BUILT PORTION PENN APR 1 8 20052005 OLYON UV 14 ' PFS CORP. HOMES CORPORATION ```�`gdseY61188f/I�����i i I PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 `��•N Of p AY4,!yG% NOTE: o�(s?D) -aooa 1(800)788-4754 PoiR I AN EQUAL OR BETTER CONNECTOR G MIL A. 0 MAY BE SUBSTITUTED FOR ANY OF 90 MPH WIND OONNECTIONS = THE CONNECTORS SHOWN. DMWN BY. Deh: SHEET: 1�3' _ MJB 2/2/05 r CHECKED BY: SCNF W 1 NTS 1 0.PROJECT N0. SERIAL N UPLIFT CONNECTIONS FOR SIDEWALLS (RAFTER — 90 MPH WIND) — ROOF SYSTEM AT 16" O.C. AND WALL STUDS AT 24" O.C. OR ROOF SYSTEM AT 24" O.C. AND WALL STUDS AT 16" O.C. DATE DESCRIPTION BY RAFTERS ® 16" O.C. �`�� RAFTERS ® 24" O.C. 6 wl* „ MIN a MIN 6 6 SIMPSON CS22 INS 6o SIMPSON CS22 i ING ONO OR USP RS300 I VEIL OR USP RS300 w/(10)10d (0.148°0) NAILS STUDS @ w/(10)10d (0.148"0) NAILS STUDS (5) EACH END 24" O.C. (5) EACH END 16" O.C. ® 48" O.C. MAX ® 48" O.C. MAX " DATE PRODUCTION BY BUILDER: PENN LYON HOMES JOB NAME: — MODEL: CAPE SYSTEMS SIMPSON CS22 Np SIMPSON CS22 Np SITE LOCATION: — OR SIMPSON LSTA12 BA OR SIMPSON LSTA12 s BA COUNTY: — OR USP RS300 FLOOR OR USP RS300 OR ZIP CODE:OR USP LSTA12 OR USP LSTA12 w/(10)10d (0.148"0) NAILS w/(10)1Od (0.148"0) NAILS SEISMIC CATEGORY: — (5) EACH END (5) EACH END SNOW LOAD (Pg): — psf ® 48" O.C. MAX ® 48" O.C. MAX WIND SPEED (Vas): — mph �ROVAI— 1 IMI T ED TO �. FAC;aRI� BUILT ��� ION APPROVED PENN NOV I a 2005 � APR 18 2005 OLYON `eeeetetereuweea-����� HOMES CORPORATIO P F CORP. �� Pe PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 �FIt4s� q��,^- NOTE: (570)374-4004 1(800)78e-4754 AN EQUAL OR BETTER CONNECTOR orumNc,ma: a MAY BE SUBSTITUTED FOR ANY OF 90 MPH WIND .00NNECUONS No.41 r,31� _ THE CONNECTORS SHOWN. o�WN BY: t�JB DAM 2/2/os SHEET: co-i� CHECKED BY: SCALE' W3 NTS •ln U;µis" PROJECT NO. SERIAL N0. UPLIFT CONNECTIONS FOR SIDEWALLS (TRUSS - 90 MPH WIND) ROOF SYSTEM AT 16" O.C. AND WALL STUDS AT 24" O.C. OR ROOF SYSTEM AT 24" O.C. AND WALL STUDS AT 16" O.C. DATE DESCRIPTION BY TRUSSES ® 16" O.C. TRUSSES ® 24" O.C. 6° MIN 6A 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 DATE PRODUCTION BY (5) EACH END (5) EACH END ® 48" O.C. MAX ® 48" O.C. MAX BUILDER: PENN LYON HOMES JOB NAME: — MODEL: CAPE SYSTEMS SIMPSON CS22 60 SIMPSON CS22 BptJ� SITE LOCATION: — OR SIMPSON LSTA12 00R OR SIMPSON LSTA12 : FLOOR COUNTY: — OR USP RS300 OR USP RS300 ZIP CODE: — OR USP LSTA12 OR USP LSTA12 w/(10)10d (0.148"0) NAILS w/(10)1Od (0.148"0) NAILS SEISMIC CATEGORY: — (5) EACH END (5) EACH END p,PP /qt Lf:3/PT E� T� SNOW LOAD (Pg): — psf ® 48" O.C. MAX ® 48" O.C. MAX F OFRY LUIL;'PORTION WIND SPEED (V3s): — mph u 2`0t5 APPROVED PENN APR 1 8 2005 (OLYON �,0•`�`����OF MAC; HOMES CORPORATIONFS CORD �U�� GJ' � P . PO BOX 27,AIRPORT RD, SEl1NSGROVE, PA 17870 NOT _ (570)374-4004 1(800)788-4754 cn E�`��` = AN EQUAL OR BETTER CONNECTOR DROM MM 41131 = MAY BE SUBSTITUTED FOR ANY OF 90 THE CONNECTORS SHOWN. MPH WIND (CONNECTIONS k�1\t' � DRON BY: DAIS: per: nnpnn + •� MJB 2/2/05 W4 CHECKED BY: SCALE NITS PROJECT NO. SERIAL N0. CONNECTIONS FOR VAULTED RAFTER ROOF SYSTEM ALLOWABLE UPLIFT FOR RIDGE BEAM AND VAULT BEAM CONNECTIONS SIMPSON CS22 wl(14)10d NAILS SIMPSON CS18 wl(20)10d NAILS BEAM SPAN (9"END LENGTH) (12"END LENGTH) 2 STRAPS 3 STRAPS 4 STRAPS 2 STRAPS 3 STRAPS 4 STRAPS EACH END EACH END EACH END EACH END EACH END EACH END 12 t 282 pif 423 pif 563 pff 457 pff 685 pH 913 pff 14 It 241 pff 362 plf 429 pff 391 pff 587 pff 783 pH DATE DESCRIPTION BY 16 It 211 pff 317 pff 423 plf 343 pff 514 plf 685 pH 18 It 1 188 pff 282 pff 376 plf 304 pH 457 pff 609 pff rree 20 It 169 pif 254 pff 338 pH 274 pff 411 pff 548 pff By 22 it 154 pff 230 plf 307 pif 249 plf 374 plf 498 plf RIp�E 24 It 141 pff 211 pff 282 pif 228 pff 343 pff. 457 plf 26 ft 130 pff 195 pif 260 pff 211 pff 316 pff 422 pif 28 fi 121 pff 181 pH 241 pif 196 pff 294 pif 391 pff E 300 113 plf 169 pH 1 225 pif 183 plf 274 off 365 Of 32 8 106 pff 158 pff 211 pff 171 pif 257 pff 343 plf SEE TABLE FOR NOTE: TYPE OF STRAP 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING AND QUANTITY 2. NAILS: 10d=0.148"0 ALLOWABLE LOAD FOR RAFTER TO THRUST BEAM CONNECTIONS SEE TABLE FOR SIMPSON A23 SIMPSON HGA10 TYPE OF STRAP RAFTER SPACING w/(8)10d x 1 1/2'NAILS w/(4)SDS 1/4'x 1 1/2'AND(4)SDS 1/4'x 3' AND QUANTITY OR USP A3 OR LISP HGA10 BrA� w/ 8 10d x 1 1/2'NAILS w/ 4 SDS 1/4'x 1 1/2'AND 4 SDS 1/4'x 3' DATE PRODUCTION BY UST fJ 16"O.C. 365 pff 653 pif VA 24"O.C. 243 pff 435 pff WIND COLUMN NOTE: BUILDER: PENN LYON HOMES 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING 2. NAILS: 10d=0.148"0 JOB NAME: — THRUST BEAM TO WALL CONNECTIONS MODEL: CAPE SYSTEMS SUPPORT STUDS p ALLOWABLE LOAD SITE LOCATION: — G 61N FASTENER PER FASTENER COUNTY: — SEE TABLE FOR TYPE GE���tJ 0.148'x 5'NAILS 160 LBS ZIP CODE: — OF CONNECTION 0.25"x 6'SDS WOOD SCREW 293 LBS SEISMIC CATEGORY: — NOTE: SNOW LOAD (Pg): — psf FASTEN SAME AS 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING WIND SPEED (V3s): — mph THRUST BEAM AP )R.OVAL L`N11TED TO F OIL E?Llll �OE�T►O�v PENN p END 0 JOEWALL �,,.•��`�y��,QF �;A �G�s, Nu1d z� 5 OLYON KUR Tr v t„ ;WALL � HOMES COMRAMN DX 27,AIRPORT PA »ago (2) EXTRA TOP PLATES REQUIRED t�,t31APPROVED PO SEE TABLE FOR TYPE AND _ No. (570)374-4004 1(800)788-4754 0.148"0 x 5" NAILS QUANTITY OF FASTENER ' A9 AtiG ,;' . . APR 1 8 2005 90�MPH VAND CMECIM OR 0.25"0 x 6" SDS WOOD SCREWS ''�• ... ..`+: PF CO I MWN BY., WB DAM 2�2�05 s+�: Of=Ur. 5�: W10 NTs PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR MARRIAGE WALLS (RAFTER - 90 MPH WIND) MARRIAGE WALL STUDS AT 16" O.C. DATE DESCRIPTION BY i SIMPSON CS22 Bpr1D OR SOR IMPSON LSTA12 USP RS300 CEILI�Q OR USP LSTA12 STUDS C. w/(10)1 Od (0.148"0) NAILS 16" O.C. (5) EACH END ® 48" O.C. MAX DATE PRODUCTION BY BUILDER: PENN LYON HOMES SIMPSON CS22 JOB NAME: — �1D APPROVAL LIIj�fTED TO OR SIMPSON LSTA12 Bp MODEL: CAPE SYSTEMS OR USP RS300 F�QQR FACTORY BUIp T PORTION OR USP LSTA12 �� SITE LOCATION: w/(10)1Od (0.148"0) NAILS NOW 1 4 2005 COUNTY:(5) EACH END ZIP CODE: — �e�t11r1eeeoia��� '���,,� — ® 48" O.C. MAX °°°°°°�P�ZN OF MA`cS,q�y�' SEISMIC CATEGORY: — _`� KLRT SNOW LOAD (Pg): — psf S+Eti�il?' = WIND SPEED (V3s): — mph No. .� HA N cc PENN • ��'o��Ff'SS/ONn1•ti�°�,..��, (OLYON NOTE: HOMES CORPORATION AN EQUAL PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 MAY BE SU S (570)374-4004 1(800)788-4754 THE CONN TO SHOWN. DR"'M nU-. APR 1 S 2005 90 MPH WIND CONNECTIONS DRAW BY: DATE SHEET: PFS CORP. Pe CHECKED Or. 5EAL 2NTS ■,W ^ PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR MARRIAGE WALLS (TRUSS - 90 MPH WIND MARRIAGE WALL STUDS AT 16" O.C. DATE DESCRIPTION BY SIMPSON CS22 �tJ� OR SIMPSON LSTA12 FILING OR USP RS300 G STUDS OR USP LSTA12 w/(10)10d (0.148"0) NAILS 16" O.C. (5) EACH END 48" O.C. MAX DATE PRODUCTION BY i BUILDER: PENN LYON HOMES APPROVAL LIMITED T® JOB NAME: FACTOR' BUILT PORTION MODEL: CAPE SYSTEMS SIMPSON CS22 SITE LOCATION: OR SOR SUOSP RS300 FLGGR lY gg+� �r 200 COUNTY: — OR USP LSTA12 `�ti�e+atrrrrA&q,�s ZIP CODE: w/(10)10d (0.148"0) NAILS • � OF f�A.�cg, '''•, — (5) EACH END FP a4° SEISMIC CATEGORY: ® 48" O.C. MAX' = \-4 SNOW LOAD (Pg): — psf S s2v icj� WIND SPEED (V3s): — mph 1� PENN OLYON HOMES CORPORATION NOTE: FEE 5 BOX 27,AIRPORT RD, SJIINSG1(80 PA 17870 AN EQUA (570)374-4004 �(eoo)7ea-a�sa MAY BE UBSTITUTED FOR ANY OF DUMNG ME: THE CON ECTORSHM. 2005 j L90 MPH WIND CONNECT o IONS DRAWNww BY: MJB DATE: 2/2/05 PFS 7'0 SHEET: 7 CHECKED BY: crei F• W NTS UPLIFT CONNECTIONS FOR OPENINGS IN SIDEWALLS PROJECT NO. SERIAL NO. AND MARRIAGE WALLS (90 MPH WIND) DATE DESCRIPTION BY it SIMPSON CS22 C)VAL LIMITED TQ OR SIMPSON LSTA12 '`' B �_ PORTION FY,G ,Y OR USP RS300 LING ONO I OR USP LSTA12 N O`� 1 A 2005 CELL w/(10)10d (0.148"0) NAILS (5) EACH END ® 48" O.C. MAX �`�` ��01 ftfA�����''% KURT s�- .��� SEE TABLE FOR TYPE SEE TABLE FOR TYPE OF STRAP AND QUANTITY OF STRAP AND QUANTITY BY NUMBER OF JACK NUMBER OF JACK DATE PRODUCTION STUDS TO BE NO LESS STUDS TO BE NO LESS THAN THE NUMBER OF THAN THE NUMBER OF UPLIFT CONNECTIONS FOR OPENINGS IN SIMPSON CS22 STRAPS REQUIRED STRAPS REQUIRED SIDEWALLS AND MARRIAGE WALLS(90 MPH WIND) BUILDER: PENN LYON HOMES OR SIMPSON LSTA12 NO.OF STRAPS JOB NAME:OR USP RS300 MAX OPENING AT EACH END CONNECTION MODEL: CAPE SYSTEMS OR USP LSTA12 OF OPENING w/(10)10d (0.148"0) NAILS SIMPSON CS22(22 GA)W(10)10d NAILS SITE LOCATION: — (5) EACH END 8 ft 0 in 1 OR SIMPSON LSTA12(20 GA)W(10)10d NAILS COUNTY: — OR USP RS300(22 GA)W(10)10d NAILS 0 48" O.C. MAX OR USP LSTA12 20 GA W 10 10d NAILS ZIP CODE: — �� SIMPSON CS22(22 GA)W(10)10d NAILS SEISMIC CATEGORY: BA �0 F��OR �O�R 18 ft-0 m 2 OR OR LISP PSON LSTA12 RS 00(22 GA)W/(10 V10d NAILS NAILS ( 9), P ( ) ( ) SNOW LOAD P — sf ORUSPLSTA12(20GA)W(10)10 NAILS SIMPSON CS22(22 A)W(10)10d NAILS WIND SPEED (V3s): — mph SIDEWALL OR SIMPSON LSTA12(20 GA)W(10)tOd NAILS pENN MARRIAGE WALL 28 ft-0 in 3 OR USP RS300(22 A)W(10)10d NAILS OR USP LSTA12 20 A W/ 10 10d NAILS SIMPSON CS22(22 A)W(10)10d NAILS I)LYON 37 ft-0 in 4 OR SIMPSON LSTA12(20 A)W(10)10d NAILS OR USP RS300(22 GA)W(10)10d NAILS HOMES CORPORATION OR USP LSTA12 20 A W/ 10 10d NAILS PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 SIMPSON CS22(22 A)W/(10)10d NAILS (570)374-4004 1(800)788-4754 NOTE: OR SIMPSON LSTA12(20 GA)VW(10)10d NAILS AN EQUAL OR BETTER CONNECTOR 47 ft-0 in 5 OR LIS }, 1 S oruvnHc IRE: BE SUBSTITUTED FOR ANY OF oR u L ILS 90 MPH WIND CONNECTIONS THE CONNECTORS SHOWN. NOTE: °Rf WN MJB SHEEF: 1. NAILS: 1 Od=0.148"0 APR 1 2005 CHECKED UT: SCALE W8 NTs SIMPSON CS22 PROJECT NO. SERIAL N0. OR USP RS300 w/(1.0)10d (0.148"0) NAILS (5) EACH END i A1,PF,,OVA1_ L:,iAIT��i ED TO FACTogY BUH 1 PORTION 11122 3 (MIN)12 (MAX) I �{vv I A/ , � `,`e1T1a11anrreq�� — `�o OF M 4 �c tF:URT us a 01107 c3 ...1 - DATE DESCRIPTION 8Y __ No.41 16 1 I _ CONNECTION PROVIDED AS PER TRUSS 90 �cl ` G` �� F`�i�li �� •��� ' MANUFACTURER'S SPECIFICATIONS iNV�', TYPICAL TRUSS SIMPSON CS22 ALLOWABLE UPLIFT FOR RAFTER KNEEWALL CONNECTIONS OR SIMPSON LSTA24 OR USP RS300 SIMPSON H2.5A SIMPSON MTS12 SIMPSON CS22 OR USP LSTA24 wl(10)8dx1112'NAILS wl(14)10dx111P'NAILS OR SIMPSON LSTA12 w/(10)10d (0.148"0) NAILS RAFTER SPACING OR USP RT7A OR USP MTW12 OR USP RS300 (5) EACH END SIMPSON CS22 w110 8dx111TNAILS wl 14 10dxIIQ'NAILS OR USP LSTA12 OR SIMPSON LSTA12 w/(10)10d (0.148"0) NAILS OR USP RS300 16'O.C. 0p 645p1 24 f 0 (5) EACH END OR USP LSTA12 24'O.C. 430 tl 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 SIMPSON LSTA12 FOR WIND LOADING 12 (MAX) OR USP RS300 DATE PRODUCTION BY OR USP LSTA12 2. NAILS: 8d=0.131"0, tOd=0.148"0 EE TABLE FOR w/(10)10d (0.148"0) NAILS SEE TABLE FO (5) EACH END ONNECTIQNI N BUILDER: PENN LYON HOMES JOB NAME: — MODEL: CAPE SYSTEMS ALLOWABLE UPLIFT FOR PORCH TRUSS TO WALL CONNECTIONS SITE LOCATION:TYPICAL RAFTER 16d SIMPSON LUS24 SIMPSON LUS26 COUNTY: — (0.135'x 3112') wl(6)10d NAILS wl(8)10d NAILS ZIP CODE: — TRUSS SPACING TOE-NAIL OR USPJUS24 OR USPJUS26 SEISMIC CATEGORY: SIMPSON CS22 OR SIMPSON LSTA12 6 8 10 wl610dNAILS w18 10dNAILS SNOW LOAD (Pg): — psf OR USP RS300 16,O.C. 324 pff 432 pB 540 pff 349 pB 701 p8 OR USP LSTA12 24'O.C. 216 1 288 B 360 8 233 1 468 g WIND SPEED (Vss): — mph w/(10)10d (0.148"�) NAILS (OLYON PENN (5) EACH END ALLOWABLE UPLIFT FOR PORCH TRUSS TO HEADER CONNECTIONS 16d SIMPSON H2.5A SIMPSON MTS12 TRUSS SPACING (0.135 x 3 IQ*) wl(10)Bd x 1112'NAILS wl(14)10d x 1112'NAILS TOE-NAIL OR USP RT7A OR USP MTW12 HOMES CORPORATION NOTE: 4 6 8 wl 10 8d x 1117 NAILS WI 14 10d x 1112'NAILS PO BOX 27,AIRPORT RD, sEUNSGROVE, PA 17870 AN EQUAL OR BETTER CONNECTOR (570)374-4004 1(800)788-4754 MAY BE SUBSTITUTED FOR ANY OF 16'O.C. 69 pB 104 p8 138 p8 360 pB 645 p8 SEE TABLE FOR SEE TABLE FOR 24'O.C, 46 B 69 0 92 B 240 8 430 B orwwu+c m� CONNECTION CONNECTION THE CONNECTORS SHOWN. TE: lila 90 kM WIND OONNEC OW TYPICAL-PORCHES 110ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION IISE DI M^W" e °0.7 2/2/os 51E'' 2. NAILS: 8d=0.131"0, 10d=0.148"0 APR "� 2005 cHeacmar: scup NTs W9 d PFS CORP, PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR SIDEWALLS ALLOWABLE UPLIFT FOR SIDEWALL CONNECTIONS 16d SIMPSON LTP4 w/ SIMPSON MAS w/ SIMPSON MASB w/ FASTENER SPACING (0.135•x 31/2') (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)10d x 1 1/2'NAILS 3 in o.c. 92 pH DATE DESCRIPTION BY 4 In o.c. 69 pH - - 6 In o.c. 46 pH 1190 pff 1986 pH 224 pH 8 in o.c. 35 pH 893 pH 1490 pH 168 pH APPIQVAL E_!AA!lTt J TO 12 in o.c. 595 pH 993 pH 112 pH 161no.c. - 446pH 745pH 84 vH FACTORY1:3Uli�T �'QF�TIQlV 24 in o.c. 298 pH 497 pff 56 pff F; !� s, 32 in o.c. 223 pH 372 H 42 H N O V 14 L Q 0 J 48 in o.c. 149 pff 248 pff 28 pff �t111N/f/p// NOTE: `` OF P�AScf��'•',' 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING KL,RT 2. NAILS: 8d=0.131"0, 1 Od=0.148"0 3. ANY CONNECTOR USED TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY SHALL MEET THE FOLLOWING: c S T r-N. ' DESIGN UPLIFT DESIGN SHEAR " ;.41''i31 ALLOWABLE UPLIFT + ALLOWABLE SHEAR 1.0 ^% c�CtJy��CV�� SEE TABLE FOR TYPE AND SPACING OF FASTENER (SIMPSON LTP4 SHOWN) DATE PRooucnoN BY ON—SITE BY.OTHERS BUILDER: PENN LYON HOMES JOB NAME: — SEE ALTERNATE FASTENER DETAILS MODEL: CAPE SYSTEMS FOR CONNECTION TO FOUNDATION SITE LOCATION: — COUNTY: — ZIP CODE: - -°: SEISMIC CATEGORY: — SNOW LOAD (Pg): — psf • SIMPSON MAS SIMPSON MASS F p • OR USP FA3 1ppR B(,�l WIND SPEED (Vas): — mph oop AND PENN (OLYON INSTALLATION IN CONCRETE INSTALLATION IN CONCRETE BLOCK END Wkl S��E ALTERNATE FASTENER DETAILS HOMES CORPORATION FOR CONNECTION TO FOUNDATION NOTE: p Box 27.AIRPORT RD. SEUNSG PA 17870 AL OR BETTER CONNECTOR (5 1(80o)788-a754 70)374—ao04 (eo B SUBSTITUTED FOR ANY OF SILL PLATE THE C NNECTORS SHOWN. � � APR 1' 8 2005 WIN 90 MPH D CONNECTIONS m"ay'. WEI DATE 2/2/05 SHM.- PF CHECKED gy: wlml; NTs W5 . PROJECT NO. SERIAL NO. • CONNECTIONS FOR HIP ROOF SYSTEM ALLOWABLE UPLIFT FOR HIP BEAM AND CEILING BEAM CONNECTIONS NO.OF STRAPS SIMPSON CS22 w/(14)10d NAILS, SIMPSON CS18 w/(20)10d NAILS (9'END LENGTH) (12'END LENGTH) HIP BEAM 1 845 lb 1370 lb 2 1690 lb 2740 lb 3 2535 lb 4110 lb 4 3380 lb 5480 lb 5 4225 lb 6850 lb NOTE: 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING DATE DESCRIPTION BY 2. NAILS: 10d=0.148"0 APPROVAL LIMIT=D TO FACTORY BUILT PORTIdN NOV 1 2005 ,s``e`tT1lTftt///fly/� HIP BEAM ERG �-C-04 HIP BEAM POST c-> N_41131 CEILING BEAM SEE TABLE FOR '� `I?`cL q TYPE OF STRAP hccQg` `���',.�`• AND QUANTITY DATE PRODUCTION BY i CEILING BEAM BUILDER: PENN LYON HOMES SEE TABLE FOR JOB NAME: — C@ICING TYPE OF STRAP MODEL: CAPE SYSTEMS @qNo {+ AND QUANTITY SITE LOCATION: — 2x SPF#2 HIP COUNTY: — tJ� ��` BEAM POST ZIP CODE: CEILING SEISMIC CATEGORY:SEE FOR - TYPETOFLSTRAP APPROVED SNOW LOAD (Pg): — psf AND QUANTITY WIND SPEED (V3s): — mph APR 1 8 zoos PENN CORD° - LYON 71 HOWS CORPORATION PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 (570)374-4004 1(800)788-4754 HIP BEAM POST CONNECTION °RA`M""L' NOTE:AN EQUAL OR BETTER CONNECTOR 90 MPH WIND CONNIEMONS MAY BE SUBSTITUTED FOR ANY OF DRAWN BY: MJB DATE 2/2/05 'No: THE CONNECTORS SHOWN. CHECKED�. W NTS PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR TRANSVERSE BEAMS `\ `\; -\ RS f 8 I j` i:`•,, 1 �� ERSF ! DATE DESCRIPTION BY ����. •^ ,--.. -.. it •�; � �``�� � i I ' I I. I if •'. j I i` i Ij I SEE TABLE FOR TYPE j I OF STRAP AND QUANTITY j i j i ; ppPROVAL LIMITED TO SEE TABLE i; I ! i i ,� FACTORY BU: �t'L FOi^',T'I®iV FOR TYPE NOVOF STRAP I! Ij , I ! j N 1 A 2005 !, AND QUANTITY ', ' ;� � I -> ! ! I. i i !i I j i i i i .I I I ,`e�e1nr1n1uly�q ! ;, j NUMBER OF SUPPORT 0¢ ply NUMBER OF JACK ; STUDS TO BE NO LESS I i i I� ��� � STUDS TO BE NO LESS I ; �! ^ THAN THE NUMBER OF ! !+ KtS, T - j I; THAN THE NUMBER OF i ! STRAPS REQUIRED _ 4 G REQUIRED Q ST ` ^ GATE PRODUCTION BY STRAPS RE I �, t'� -i I !a �� �I I _ "A `�/�:'`� BUILDER: PENN LYON HOMES ,G JOB NAME: — I II MODEL: CAPE SYSTEMS BAND j I ;� ; ; SITE LOCATION: — OAR ALLOWABLE UPLIFT FOR TRANSVERSE BEAM CONNECTIONS COUNTY: — ji tJ� ZIP CODE: — OR SIMPSON CS22 wl(14)10d NAILS SIMPSON CS18 w/(20)10d NAILS SIMPSON CS14 wl(34)10d NAILS FLU TRANSVERSE 9"END LENGTH 12"END LENGTH 19"END LENGTH SEISMIC CATEGORY: — 'I if BEAM SPAN 1 1 1 1 ( ) SNOW LOAD (Pg): — psf 2 STRAPS 3 STRAPS 4 STRAPS 2 STRAPS 3 STRAPS 4 STRAPS 2 STRAPS 3 STRAPS 4 STRAPS EACH END EACH END EACH END EACH END EACH END EACH END EACH END EACH END EACH END WIND SPEED (V3s): — mph 12 ft 282 pff 423 0 563 pff 457 pff 685 pff 913 pH 830 pff 1245 p9 1660 plf 14 It 241 pff 362 pU 429 plf 391 pl 587 pff 783 pff 711 pff 1067 pH 1423 pff (OLYON PENN 16 ft 211 pff 317 plf 423 pff 343 pff 514 pff 685 pff 623 pff 934 pff 1245 pB 16 ft 188 pff 282 pff376 pff 304 pff 457 If 609 p0 553 pff 830 ff 1107 pH 20 ft 169 p7 254 pff 338 pft 274 pff 411 pff 546 If 498 p7 747 plf 996 ft 22 It 154 pff 230 pff 307 pft 249 pff 374 pff 498 plf 453 pff 679 pff 905 pff 24 ft 141 plf 211 pff 282 pff 228 pff 343 pff 457 pH 415 pff 623 pif 830 pff HOMES CORPORATION NOTE: 26 ft 130 pff 195 pff 260 pff 211 plf 316 plf 422 pff 383 pff 575 pH 766 pffPO Box 27,AIRPORT RD. SEUNSGROVE, PA 17870 AN EQUAL OR BETTER CONNECTOR 28111 121 pB t81 pff 241 1 196 p0 294 pff 391 If 356 pff 534 pff 711 pff (570)374-4004 1(800)788-4754 MAY BE SUBSTITUTED FOR ANY OF 302 113 ff 1ss pff 22s pff 183 ft 274 pff 365 plf DaAYnHc imF: THE CONNECTORS SHOWN. 32 ft_l 106 Pff 158plf 211 plf 171, 257p1f 343 ff 1 p8 if 90 MPH VAND CONWO ONS NOTE: 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR IND �pqpII�G FAWN BY: W8 °ATE 2/2/05 SHEET: 2. NAILS: 10d=0.148"0 AYI� i 8 2005 CHECKED BY: SGLE: wiz PROJECT NO. SERIAL N0. UPLIFT CONNECTIONS FOR FLOOR GIRDERS ALLOWABLE UPLIFT FOR FLOOR GIRDER CONNECTIONS FLOOR I FLOOR CI •4 SIMPSON HTSM20 USP RFUS °• ° ROER w1(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 • ° LENGTH IN FLOOR GIRDER PER CONNECTOR IN FLOOR GIRDER PER CONNECTOR • 4' ° DATE DESCRIPTION BY i -o' •' - SINGLE CONNECTION BACK-TO-BACK SINGLE CONNECTION BACK-TO-BACK ••. u APPLICATION APPLICATION APPLICATION APPLICATION •° 30 ft 68 pff 136 pff 341 pff • }� SIMPSON HTSM20 36 tt 57 pff 113 pff 284 pff ON—SITE BY OTHERS 42 ft 49 pff 97 pff 243 pff 48 It 43 pff 85 pff 213 pM 541 38 pff 76 pff 189 pff 60 ft 34 pff 68 pff 170 pff NOTE: 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING 2. NAILS: 10d=0.148"0 FLOOR 8AN fl oR GI °.•. ROER DATE PRODUCTION BY APPROVAL_ LIMITF.D ro a FACTORY lk IIL'T I`OI�7 ON ° NOV 1 BUILDER: PENN LYON HOMES •a '•' SIMPSON HTSM20 ��`tgl1ea11f6td/f�ss�'' JOB NAME: — °a i, (BACK—TO—BACK) °°°°�����OF MA��c '' MODEL: CAPE SYSTEMS ON—SITE BY OTHERS �� kI)�T A �,•, s SITE LOCATION: - - ( i RG c _ COUNTY: — No.4.1131 ZIP CODE: — �'� SEISMIC CATEGORY: — �''.,,u'�F SNOW LOAD (Pg): — psf BAN p :a WIND SPEED (V3s): — mph F.o°R .FlooR c APPROVED 3 PENN R (OLYON ° APR :°' s •.. °' .• HOMES CORPORATION a g• P FSCo n PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 • ° NOTE: (570)374-4004 1(800)788-4754 • AN EQUAL OR BETTER CONNECTOR DRAWNG RU. • ° USP RFUS MAY BE SUBSTITUTED FOR ANY OF 90 MPH WIND CONNECTIONS (ALWAYS INSTALL IN PAIRS) THE CONNECTORS SHOWN. DanwN BY: WB DATE: 2/2/05 Ho: ON—SITE BY OTHERS CHECKED UT.' S� ors W 13' PROJECT NO. SERIAL NO. CAPE NET UPLIFT LOADS(90 MPH WIND) MODULE PITCH WIDTH LOCATION 9112 12112 MARRIAGE MARRIAGE (FEED SIDEWALL WALL SIDEWALL WALL ROOFTRUSS 4 pff 12 WALL BOTTOM MODULE ROOF TRUSS 24 pff 14 WALL BOTTOM MODULE ROOFTRUSS 42 pl 16 WALL BOTTOM MODULE DATE DESCRIPTION BY DATE PRODUCTION BY APPROVAL LIMITED TQ FACTORY BUILT PORTION BUILDER: PENN LYON HOMES JOB NAME: - �V G�� LOG5 MODEL: CAPE SYSTEMS ``a`a``�T111�f11r►l1tFFF� SITE LOCATION: - ��. 0F tG9ASSgc'' -COUNTY: KURj ZIP CODE: - g-;�N ERG N " SEISMIC CATEGORY: - U NO.41931 SNOW LOAD (Pg): - psf WIND SPEED (ft): - mph PENN LYON APPROVED HOWS CORPORATION PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 All 1 2005 DRAWING 90 MPH WIND CONNECTIONS PFSCORP. DRAWN BY: MJB -' 2/2/05 SHEET:. ^CNEVED n SCALE: ■ 14. NTS W PROJECT NO. SERIAL NO. v RIDGE BEAM NET UPLIFT LOADS (90 MPH WIND) CANTILEVERED RAFTER KNEEWALL NET UPLIFT REACTIONS(90 MPH WIND SPEED) TRIBUTARY 9112 PITCH 12112 PITCH MODULE 3112 5112 7112 9112 12112 DATE DESCRIPTION BY 4'•0" 432 0pf 32 40pf WIDTH KNEEWAL FLIP KNEEWALL FLIP R163WplILL FLIP KNEEWALL FLIP KNEEWALLFLIP 5•-0" 40 f 40 f 81•0' 138 f 4 pf 104 f 6 f Bpi 115 f 12 f 163 f 19 f 6'•0' 48 pf 48 pf 7'-0" 56 f 56 pf 10'•0' 152 f S f 131 f 8 f 10 f 146 f 16 f 204 f 24 f 9'•0' 84 f 84 f 12'•0" 188 f 5 f 133 f 10 f 12 f 141 f 19 f 245 f 28 f 14'•0' 193 f 6 f 149 f 11 f 15 f 204 f 22 f 286 f 34 f VAULT BEAM NET UPLIFT LOADS (90 MPH WIND) 16'•0' 228 pff Bpi 205 pff 1 13 pff 1 184 pff 17 pff 232 pff 26 pff 327 f 38 pi TRIBUTARY PITCH NOTE:SEE'CANTILEVEREO RAFTER'FOR LIMITATIONS OF KNEEWALL LOCATION, 9112 12112 8'•0• 11 pf 13 pff T-8• 14 pf 16 pf 91•0• 17 pf 19 pf 18 Pff 20 pff 10-0• 19 pff 21 pff CANTILEVERED HIP BEAM NET UPLIFT REACTIONS(90 MPH WIND SPEED) MODULE PITCH WIDTH 3112 5112 7112 9112 12112 SIDEWALLI POST SIDEWALL I POST SIDEWALLI POST SIDEWALLI POST I SIDEWALL POST 8'-0• 154 bs 497 ms 72 ms 341 ms 10 ms 282 bs -151 bs 3551bs -335 ms 527 bs THRUST BEAM HORIZONTAL LOADS(90 MPH Wind Speed) DISTANCE FROM SIDEWALL TO RIDGE BEAM(FT) t0'-O' 240 bs 786 ms 117 bs 536 bs -113 bs 446 ms -237 bs 59 bs •527 bs 827(bs PITCH ELEMENT DATE PRODUCTION BY MV64pff 16 18 20 1Y-o• 350 ms 1129 ms 167 ms 768 6s •1616s 641 ms -334 bs 795 ms -763 bs 11941bs Ap�ZUV AL. L"Vi I TE D r® ROOF 141 pf 160 pf 179 pf �S 9112 WALL 65 pf 65 pf 66 f 14'•0• 474 bs 1535 bs 227 ms 1049 ms •218bs 870 ms -4601bs 1086bs -10401bs 1626 Ibs C�C g v Y it it l I— I�Q T(®N 12/12 ROOF 191pf 217 pf 243 pf rWALL 66 f 67 f 67 f 16'-0" 618bs 2003bs 296ms 1376ms 283bs 1136M -603ms 1422bs 1-1361bs 2128Ibs NOV . /'on,- BUILDER: PENN LYON HOMES THRUST BEAM SPANS ARE FOR LATERAL MD LOAD ONLY.THRLIST BEAUS ARE ASSUNEI)TOBE NOTES: �1jO 1 4 LUDO NCLIID®NAN OVERALL ROOF SYSTEM THAT NCLUDESRAFTERSSUPPORTED VERTICALLY ATTHE 1.SEE'CANTILEVERED HIP BEAM*FOR LIMITATIONS ON POST LOCATION. JOB NAME: — SOEAALL BY SI�NALL HEADERS AND AT THERIDGE BY STRUCTURAL RIDGE BEAUS. 2.NEGATIVE VALUES INDICATE DOWNWARD REACTION FROM WIND. �Ol{{{1aft11idf)o7�7j MODEL: CAPE SYSTEMS OF '4ss4 �''� SITE LOCATION: — PORCH NET UPLIFT LOAD(90 MPH WIND SPEED) �u^ `ram COUNTY: — PORCH = S 1€ '���RG ZIP CODE: — WIDTH 3112 5112 7112 9112 12112 = v 41.(V PORCH HDR. WALL PORCH HDR. WALL PORCH HDR. WALL PORCH HDR. WALL PORCH MDR. WALL 0. _ SEISMIC CATEGORY: — 4'.0" 77 pff 54 pff 54 pF 50 pf 37 pff 52 f 26 pl 64 pi 2 pff 88 PI t"� Z Hfi�,� ��� SNOW LOAD (Pg): — psf 6'•0• 101pf 83 pl 71 pl 75pf 50 Pff 76pf 35pf 93pf 5pf 125pf WIND SPEED (V3s): — mph 81•0" 125 pff 112 pf 88 pf loo pf 62 pf 101 pf 45 pf 122 pl 8 f 163 pf , 0 10'•0" 150pf 140pf 106pf 126pf 75 126 f 54pf 151pf 11 f 201 f PENN 12'•0" 175 pf 169 f 124 pf 151 f 88 f 152 f 63 pf 182 pf 14 pf 240 pf OLYON '� HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 APR 1 8 2005 MMNG TrIM pt��au�y g�g��gfgy,�pq` 90 MPH WIND CONNECTIONS 8 S �!J wfN{f ffi P, 9RAWN' MJB OATS 2/2/o5 SHEET: CKEDU 9Y: w 15. NTS SLIDING CONNECTIONS FOR ENDWALLS AND SIDEWALLS PROJECT NO. SERIAL NO. ALLOWABLE SHEAR FOR ENDWALL AND SIDEWALL SLIDING CONNECTIONS 16d SIMPSON LTP4 wl SIMPSON MAS wl SIMPSON MASB wl FASTENER SPACING (0.135"x 3112") (12)8d x 1 112"NAILS (6)10d x 1 112"NAILS (8)10d x 1 112"NAILS TOENAIL OR USP MP4F wl OR USP FA3 wl 12 8d x 1 112"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 p0 600 pff 24 in o.c. 298 pff 351 pff 400 pH 32 in o.c. 223 pff 263 pff 300 pff 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 z ALLOWABLE UPLIFT + ALLOWABLE SHEAR 1.0 CEILING @ I�� ONO AND VEIL f DATE SEE TABLE FOR TYPE AND SPACING PRODUCTION BY OF FASTENER (SIMPSON LTP4 SHOWN) ON—SITE BY OTHERS BUILDER: PENN LYON HOMES JOB NAME: — MODEL: CAPE SYSTEMS SITE LOCATION: — O COUNTY: FIDGR @ND FLOOR �� ZIP CODE: — SEISMIC CATEGORY: — SEE ALTERNATE FASTENER DETAILS END �� SNOW LOAD (Pg): — psf FOR CONNECTION TO FOUNDATION Wq� SIQE WA WIND SPEED (V3s): — mph SIMPSON MAS , ' : SIMPSON MASB APPROVED PENN OR USP FA3T �ON SILL PLATE pPROVAL LIMITED TQ j J FA TORY BUILT PORTION APR 1 8 2005 INSTALLATION IN CONCRETE INSTALLATION IN CONCRETE BLOCK �� HOMES CORPORATION `�d,trStoroarrar/ rr'a�t- (y // �NOV �. LiJU:1 PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 � MA ////��� P F CORP. (570)374-4004 1(800)788-4754 ALTERNATE FASTENER DETAILS ' yG " t KURT 4r i DRA7NG TIRE: a FOR CONNECTION TO FOUNDATION = sTi�!31.RCx NOTE: 90 �NpNEL IM { f AN EQUAL OR BETTER CONNECTOR �'o 4' 31 1 I MAY BE SUBSTITUTED FOR ANY OF °R"�"�` MJB °"'� 2�2�05 S"Er' THE CONNECTORS SHOWN. CHECKED Or. WAV NTS W 1 6. "t�ii Ji iiHiN' I 1 I f PROJECT NO. .SERIAL NO. CAPE BUILDING SHEARS(90 MPH WIND) MODULE PITCH WIDTH LOCATION (FEET) 9112 12112 12 ENDWALL(WIND IN TRANSVERSE DIRECTION) 303 pC 361 8 SIDEWALL WIND IN LONGITUDINAL DIRECTION 186 216 Dff 14 ENDWALL(WIND IN TRANSVERSE DIRECTION) 284 pB 346 pff SIDEWALL ND IN LONGITUDINAL DIRECTION 199 pff 237fl 18 ENDWALL(WIND IN TRANSVERSE DIRECTION) 271 p8 336 SIDEWALL WIND IN LONGITUDINAL DIRECTION 212 8 258 NOTES: 1.SHEAR VALUES ARE PER MODULE AND ASSUME A SYMMETRICAL'2-BOX' ASSEMBLY. 2.ENDWALL SHEARS ARE BASED ON A MODULE 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 IDTH.CEILING DIAPHRAGM INTERCONNECTION ALONG MARRIAGE WALL BY OTHERS. DATE PRODUCTION BY APPROVAL LIMITED TO BUILDER: PENN LYON HOMES FACTORY BUILT PORTION JOB NAME: — 'N.0I $ 1 200, MODEL: CAPE SYSTEMS SITE LOCATION: — ```epeuereerup„��,, COUNTY: — �`OF YA q�y , ZIP CODE: — _ SEISMIC CATEGORY: — T iEgS- 'G "' ' SNOW LOAD (Pg): — psf WIND SPEED (V3s): — mph PENN �. ..,.., OLYON PP ROVED HOMES CORPORATION PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 APR 1 8 2005 DRAWING THE PFS ORP. 90 u1PH WIND OONNECIM DRAWN er: MJB 2/y/Og sIEEt: CNEOU ur: SGALL NITS W 17. PROJECT NO SERIAL NO. 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 VEIL DATE PRODUCTION BY 1/2" DRYWALL TO FRAMING: APPROVAL LIMITED TO FACTORY BUILT PORTION. 1 1/2" 11 GA RING SHANK NAILS w/ 7/16" BUILDER: PENN LYON HOMES HEADS ® 4" O.C. EDGES AND 7" O.C.. FIELD N011 1UG0 2 r OR 1 1/4" SCREWS 6 GA ® 12" O.C. EDGE <J� JOB NAME: — AND 12" O.C. FIELD OR FOAMSEAL ® 1/2" oop MODEL: CAPE SYSTEMS BEAD f I e���aunlrnu,��,�� OF MA4--' ' SITE LOCATION: — q/ 1RT yG ? COUNTY: — v STENBERG = ZIP CODE: — 41 J1 - SEISMIC CATEGORY: 7/16" OSB AGENCY RATED SHEATHING TO S ` . ����� SNOW LOAD (Pg): — psf FRAMING: 7/16" X 1 1/2" 16 GA GALV. �cr►� f ;3 �e� WIND SPEED (V3s): — mph �. !� flit•.' a` �� STAPLE @ 6" O.C. EDGE AND 12" O.C. FIELD PENN - - LYON APPROVED HOMES CORPORATION PO BOX 27.AIRPORT RD, SEUNSGROVE, PA 17870 APR 1 S 2005 (570)374-4004 1(800)788-4754 OWNG TRL PFS CORP. 90 MPH WIND CONNECTIONS owwN BY. MJB 15TE 2/2/05 sN�T: 1 R. CHECKED BY: 5L L,E W 1 V NTS VENT PIPE O Least 24 Inches tall)- 0 ANt)WALD 'NOTE. ALL PIPES ARE TO 8E 4" SCHEDULE 40 P.V.C. Schedule 4 PVC w/Charcoal Odor Filter SECTION A -A 10' min. from -- ALL ounET PIPES FROM rrtE Existing Foundation house to septic tank PROFILE VIEW OF LEACHING SYSTEM DISTRIBUTION Box SHALL BE _ Iz' __ 0-BOX cover must be - - - ---- SET LEVEL FOR AT LEAST 2 FT. CONCRETE COVER Septic tank covers must be I TOP OF FOUNDATION = ELEV. 100.00 (Assumed) within 6 in. of finished grade within 6 in of finisheo grade -Grade over r _ Grade over Septic 1onY - 99.00 Grade over D-Bo. - 99.00 //- SAS - ELEV- fl9.00 - 3 - 5' OUnET i a f 1/2 • e% d.a CV-A.4 s."e. •y tom•- F/t• W-f P-"e.- KNOCKOUTS - INSPECTION cover must be I I S _ 0 07 � within6 M. of finished grade , r W nET _ 3 HOLE H-10 tp Ig 1:50 NEW -- Seo.07 DIST. BOX T' ua.rcnum .oYnr T p of SAS-Elev.=95.25 E xl�t r]Pla Greater s- 0 010' Per t°ot .-- 2 x377�tarses Way ,. �, 1, 0 GAL. n -c5 c_7 0 FRlkl FxIST EIXMIMT]nN ^ cV O 3$' --- ---- __ 4 - SCH. 40 T 1.75 rn PTIC TANK O - .--20_. -_ � -� o -2' Effective Depth o [7 o c i o R CO C3 C3 1= PLAN SECTION CROSS-SECTION > II H-10 °i°" ,f 2 Units 2 8.5' _ 17' CONCRETE FULL FOUNOA W II ,r Y o a' ° II 3.5- 5' 3.5' o� 4�I�----19' SYSTEM PROFILE 6 "°' 3/°�-' '/2" " _ - - y 3 HOLE H-20 DISTRIBUTION BOX c compocted stone o e) --12' II EFFectl�e,Le th _ Not to Seale - c Effective Width NOT TO SCALE jsa it L. > 4) �•U:LKrA.P..I11i N/Y✓:.LM�i•i®.:1.6 N.T:. ,,. �. 0 ',HIE ABSORPTION SYSTEM (SAS) - __- _ ------_____-._-.-- ----- 4' PROVIDED p compacted 4•atone 2• 0 `iil(1 -. F-1 10 ACHING UNITS / WIGGIN$ PRECAST �jEN.EI\/�L NOTES CD NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE Bottom of Teat Hole I Elev- 87.00 ` Not to Scale 1. Contractor is responsible for Digsafe notification -----" --" -" - --" --- -- -- --" and protection of all underground utilities and pipes. Obs. Groundwater - Test Hole 1 Elev.= NONE OBSERVED 2. The septic tank and distribution box shall be set level on 6" of 3/4"-1 1/2" stone. 3. Backfill should be clean sand or gravel with no ---- -- ---- ----- ---- ---- - ---- - - - _.- -- -------- ----- stones over 3 in size. 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance �1 with Title V of the Massachusetts state code, the approved plan �y and Local Regulations. 6. If, during installation the contractor encounters any r� soil conditions or site conditions that are different from those shown on the soil log or in our design f F��r �)~ installation must halt & immediate notification be R! �> made to Carmen E. Shay - Environmental Services, Inc. �, CtiT l 7. No vehicle or heavy machinery shall drive over the PERCOLATION`JLA� I�0N TEST S �� 0F Z' septic system unless noted as H-20 septic components. - -_ _---_ I ' wqY> �� 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. i 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Date of Percolation Test: MARCH 18, 2005 4" PVC 6'� r Test Performed 8 CARMEN E. SHAY, R.S., C.S.E. I `� I 10. All solid piping, tees & fittings shall be 4'" diameter Y VENT P� F_ Results Witnessed By: WAIVER ( per BARNSTABLE B.O.H.) Schedule 40 NSF PVC pipes with water tight joints. Excavator: SHAY ENVIRONMENTAL SERVICES, INC. I 14 I �{, 11. Municipal Water is Connected to The Residence and Abutting Percolation Rate: Less Than 2 MPI ® 60" t I I Properties Within 150 Feet. I \ I I ------ --- 1 THE PROPERTY LINES ARE APPROXIMATE AND Test Hole TEST HOLE #1 1 "t� COMPILED FROM THE SURVEY PLAN GENERATED BY No. 1 �j✓� / ELEV.= 99.00 c WELLER & WELLER ASSOC. FOR DARREN MEYER, R.S. ENTITLED DEPTH SOILS ELEV ` "SITE & SEWAGE PLAN FOR 377 BEARSES WAY, HYANNIS, MA" o 99.00 1� 1 � j• tz I i DATED APRIL24, 2003 FILL �II i i v -� i 9 & THE DEED DESCRIPTION ( BOOK 16257 PAGE 051) j Sand Q I I 70 - I r9 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 10 r 3/2 1 i m< i THE SEPTIC SYSTEM INSTALLATION. rn Loamy 3 __--4 2' i i EXISTING CESSPOOL TO BE PUMPED OUT AND Sand r----- -- I REMOVED TO FACILITATE NEW SEPTIC SYSTEM INSTALLATION / 4o O OI 1500 GALLON 10 r 3/2 I NOTE ANY STRIPPED OUT SOIL CONTAINING LEACHATE 11" 72' A 97 50 I 20' SEPTIC TANK L ---- --- FROM THE EXISTING CESSPOOL TO BE DISPOSED Loomy / I /� OF AS PER BOARD OF HEALTH SPECIFICATIONS -- -- 10 rR 5/e Failed .. 2Z _ NO WETLANDS ARE PRESENT. WITHIN 200' OF THE PROPERTY 22'-60" --- Be 95.67 Cesspool - ----- -- ---- ---- ASSESSORS MAP 294, PARCEL 024 Med. Sand EXISTING - ------------ --------- 2.5 Y 7/4 1 HEDRODM L LEGEND 60"-144' - C, 87.00 Perc #1 HOUSE - ---- Depth to Perc: 60" to 78" Perc Rate= l ess Than 2 MPI Groundwater Not Observed #377 �'� 104X 1 DENOTES PROPOSED SPOT GRADE No Observed ESHWT ADJUSTED H2O Elev. = None _--- PROJECT BENCH MARK DENOTES EXISTING CV 99- TOP OF FOUNDATION X 104.46 SPOT GRADE ELEV. = 100.00 (Assumed) Vt PL PROPERTY LINE 96P PROPOSED CONTOUR ----- ----- -------- - - - -g 7 EXISTING CONTOUR L07' #A 1 _ 3-24' DIAM. ACCESS MANHOLES ' -- la e. - 10.000 Square Feet t 1- � DEEP TEST HOLE & PERCOLATION TEST LOCATION 6 FOOT $TOCKADE FENCE ' INtE T INLET _ ` \ OUTI FT �, -- ------------- --- -. ...-- ��� THE ACCESS COVERS FOR THE SEPTIC TANK, DISTRIBUTION BOX AND LEACHING COMPONENT D PLOT T :• ,�: ,. �� SHALL BE RAISED TO WITHIN 6" OF I O PLAN FINISHED GRADE. _�68, STEEL REINFORCED PRECAST CONCRETE INSTALL TUT-TIIE GAS BAFFLES OR EQUALS O F PROPOSED SEPTIC SYSTEM UPGRADE PLAN VIEW ON All OUTLET TEE ENDS / 3-24' RFMOV B E COVERS l PREPARED FOR MR . PAUE EKSTROM 3• min.dearance IN 6' min_T-12'_mn. Wet to outlet e-„ I I+r ►aEr- - AT T<Liquid�e,,ei-- OUTLET - # 377 BEARSES WAY .' . 5' 7' HYANNIS MA �5 , Fa �. 4'-0' a V 6.YM Lrquid depth Design Calculations r -- -t -r --- �JHOFMgss PREPARED BY: -- Number of Bedrooms: 1 Equivalent to 110 Gal./Day (330 Gal./Day Min. per Title V) 9c s -e-- - Garbage Grinder: No fi/1 �� 7 / Y i /� �/ /� Y CROSS SECTION END-SECTION Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) l _`1 1/����, Lie Sff l Septic Tank : - 2 x 330 Gal./Day = 660 USE NEW 1,500 GAL. Septic Tank. O 2.0 40 50 0 u' NVIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA: Using percolation rate of G2 min./inch -_- NO. TYPICAL 1500 GALLON SEPTIC TANK Bottom Area: 0.74 gat/sq. ft. x 300sq. ft. = 222.00 gallons o P.O. BOX 627 Sidewall Area: 0.74 gal./sq. ft: x 148 sq. ft. = 109.50 gallons - Glg ERA 7 NOT TO SCALE Providing: 331.50 gallons � 7AR\P� EAST FALMOUTH, MA 02536 = (H- 10 LOADING) Use: (2) PRECAST 500-C UNITS, HAVING A 2' EFFECTIVE DEPTH, SCALE: 1 '=20' TEL/FAX 508-539-7966 TO BE USEU WITH 3.5' OF WASHED STONE ON THE SIDES AND SCALE 1 "=20' DRAWN BY: CES DATE: FEB. 22, 2005 a OF WASHED STONE ON THE ENDS. PROJECT#SD707 FILENAME: SD707PP.DWG SHEET 1 OF 1