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Home My WebLink About0377 BEARSE'S WAY a77 t3Eres�s Wey - - - _ __ _ _ _ j �i I A ,�� I NOTES: 1) LOT LINE INFORMATION WAS COMPILED FROM PLAN 105/53 F2 & DEED DIMENSIONS, ITS RECOMME ED II THAT A PLAN SUITABLE FOR RECORDING AT THE REGISTRY OF DEEDS BE PREPARED. II rn 2) SUBJECT LOT DOES NOT LIE WITHIN A FLOOD HAZARD AREA UPOLE II V•J IIM 1 II I A.M. 292 X ti PAR. 25 ��1 n II yQGy� 1p�� HOUSE00 o II #377 C), rn II Q0' A.M. 292 U! o it PAR. 24 AREA=7,313t S.F.,I A.M. 292 PAR. 35 CB/NAIL CB/DISK cs �� 'o v iF�� :Nbc- II .. co 18" MAPLE i' #371 D " N ' to �' A.M. 292 PAR. 23 SHED PREPARED FOR: VICKY M. LOPEZ FOUNDATION (AS-BUILT) CERTIFICATION ,.__ R` i✓S V 0-Y -1 : ° M fif A P R I L 18, 2006 1 JOB# 1018FC SCALE: 1"=20' PLAN REF: SEE ABOVE DEED: 19741 166 ®►A••°°°� MacDougall Surveyinc ASSESSORS MAP 292 PARCEL 24 ► jHQF�,�� a ZONING: "RB" 20-10-10 FLOOD ZONE: "C" T s.S�c ®� & Associates ® G\S Eq �5: v Fo V P.O. Box 2428 1 CERTIFY TO SALEM FIVE CENTS SAVINGS BANK THAT ® STEPHEN THE FOUNDATION ON THIS PLAN EXISTS ON THE GROUND ® � J. N Mashpee, Mo. 0264� AS SHOWN AND MEETS THE ZONING SETBACK ® � #3�� ph. (508)419-1086. REQUIREMENTS FOR THE TOWN OF BARNSTABLE ® o-_� oa�Q fax. '(508)419-1087 o4 _ ��,ob `s S �,�y°�a® email: macdougallsurvey PROFESSIONA LrND SURVEYOR DATE ♦v�+ aOcomcast.net °FtNEr°w�°� The Town of Barnstable BA MATS-LE. MASS. ' Department of Health Safety and Environmental Services 9 059. ♦0 prEO MAC a Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection F r Location 3 7 7 13 e a use 3 O rz y Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items nee titd correcting: CD(i Q4 1 ScV"Ne-1 C ACCA S �` i� f'JS 'ern S- �r3 Ci4SCMGn ep�_ QL4,CA rCa- 'S VI�r-rah / `-' LG )�y Colkvwkws noel -6 b� SeCkrc� Gi,-�Z.r a�Jr- C STD\r �`i G g -6 o vt22a aw, �a��. i U l� 4u)Ir 54 `:. 0- i L' frp. s ( L � 1 (o o' S ! h i o o - V- , f e r n e��2 wea er-4-► k4 'l l l i l r UO;d !� ��h��It��iu� 64;C. &.5Ltrf- S-�r-W�� 0 L.,:, W r p 1,a,e,_s .5L,�r�,4fJ Please call: 508-862-4038 for re-inspection. Inspected by Date 1))5&UU �I Town of Barnstable Building Department - 200 Main Street EaMSTABLE. MASS � Hyannis, MA 02601 9�A 1639. A� (508) 862-4038 rFo nna'� Certificate of Occupancy Application Number: 91201 CO Number: 20060143 Parcel ID: .292024 CO Issue Date: 11/09106 Location: 377 BEARSE'S WAY Zoning Classification: RESIDENCE B DISTRICT Proposed Use: RESIDENTIAL Village: HYANNIS Gen Contractor: DIBIASE, DENNIS Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: /C Qv Building Department Signature Date Signed 4J PARCEi.- i) 4.[:: Ll'.`S C;t,C}r3HErt lil ',0 '—'4 AJ)DRESS 377 BEARSE"S WAY PHONE HYA"NNIS ZIP — LOT ! BLOCK L'YC)`T' SIZE -— --. DBA 1��V':::o)i'', „�:`f; �Y ,,,,,, try PERMIT °t1;. I PERMIT CUNT ' Department of ARCH Regulatory Services TOTA * SARNSIABLE, MASS. 034. FD MA'S A BUILDING DIVISION BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE .1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS 1 BUILDING INSPECTION APPROVALS y�PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS `� � 2 2 �� f 61 �1ctf�G/✓r ' G'74 6 7 T 3 �� r dCC _ � SN�.I P€CTION APPROVALS ENGINEERING DEPARTMENT 2 j �/ffl 0 BOARD OF HEALTH OTHER: SITE REVIEW APPROVAL WORK SHALL NOT P CEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS PPROVEDTHE' STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. �d C rn - v _ Z � a > 1 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application# v� Health Division h Conservation Division ��" Permit# Tax Collector Date Issued Treasurer Application Fee Planning Dept. Permit Fee 0 Date Definitive Plan Approved by Planning Board re- Historic-OKH Preservation/Hyannis $1 Project Street Address -1 Village vA AP\ Pr Owner Address Telephone 0 q- +:5 Permit Request 13- \ tZ_ — �c Square feet: 1 st floor:existing 1?3 a proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 00 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure �,) 5 .1- Historic House: ❑Yes 5drNo On Old King's Highway: ❑Yes U-116 Basement Type: dFull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) c�46 YL Lk Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths):existing _ new First Floor Room Count Heat Type and Fuel: t Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes Gd'�lo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# " CurrentUse - Proposed Use A BUILDER INFORMATION r; ,eta\ 5-0.6- 7�3 477�5 Name Telephone Number _'7-7 1_ Address " License# i '5 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 01 FOR OFFICIAL USE ONLY y PERMIT NO. DATE ISSUED 1 MAP/PARCEL NO. i ADDRESS VILLAGE } OWNER z ► i DATE OF INSPECTION: FOUNDATION 4 FRAME O INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL / FINAL BUILDING © fC k DATE CLOSED OUT i ASSOCIATION PLAN NO. j 4� I I i Town of Barnstable �OFTHE Tp�� Regulatory Services II Thomas F.Geiler,Director =AJMRWN oaMAM ts 16 9. amp Building Division Tom Perry,Building.Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: _p JOB LOCATION: A !92_,�X�, n.A number ` str t village "HOMEOWNER": \ � V—•�7 P 7' '5��`�3�'"�� ]`— � 7-75 �� name home phone# work phone# CURRENT MAILING ADDRESS: Q ,O Q�� fb O�3 city/tQV state zip code .The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,krovided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one of two-family-dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building'Official,that he/she shall be responsible for all such work performed under the building vermit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,ruffles and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and require nts. Signature of Homeo er Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. . HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hues unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community: Q:forms:homeexempt °FIKE,° Town of Barnstable Regulatory Services 4 � snr STABLE, " Thomas F.Geller,Director 9 'MASS, 1639• ♦0 Building Division Tom.Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. Type of Work: n-*—Gy--T Estimated Costa L 00 .0 Address of Work: -5-11 d-e o.� .4�p7 0•^��c A �n Owner's Name: Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 EU]B g not owner-occupied caner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: I Date Contractor Signature Registration No. 0 Date Owner's gnature Q:wpfiles.forms:homeaffidav Rev: 060606 ' 1 ne L ommonweairn of lnussucnuYecis r Department oflndustrial Accidents Office of Investigations a 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Pluffibers Applicant Information Please Print Legibly Name (Business/Organization/Individual): V Address: �l �D 01,V City/State/Zip: � Phone --1 r7 5-- Are you an employer? C eck the-appropriate bog: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑New construction employees (full and/or part-time).* have hired the sub-contractors 2.El am a sole proprietor or partner- listed on the attached sheet $ ❑ Remodeling These sub-contractors.have 8. ❑ Demolition ship and have no employees working forme in any capacity. workers' comp.insurance. 9. ❑ Building addition [No workers' comp. insurance 5. ❑ We are a corporation and its 10.0 Electrical repairs or additions „/�,,q ] officers have exercised their 3. I am a homeowner doing all work right of exemption per MGL 1 LE] Plumbing repairs or additions myself.[No workers' comp. c. 152,§1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13.❑ Other comp.insurance required.] "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: t Homeowners wbo submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such.. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lie. #: Expiration Date: Job Site Address: City/State,zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500,.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and'a fine of up to$250,00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi under the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: $ 3 O Phone 570 Official use only. Do not write in this area, to be completed by city or town official City or Town: P ermit/Li cerise# Issuing Authority(circle one): 1_Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector � 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their empoyees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." as "an individual artnersh' association corporation or other legal. or an two or more er is defined , An employ �P IP rP g tY Y of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." at r local licensing issuance 6 o fates that eve state o 1 censin agency shall withhold the iss a e o MGL chapter 152;§25C( )also s "every g g cY x . renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,.§25C(7)states"Neither the commonwealth nor any of its political subdivisions. shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es) and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be sure that the affidavit.is complete and printed legibly. The Department has provided a space at the bottom. of the affidavit for you to fill out in the eves the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,,telephone and fax number: The Commonwealth of Massachusetts " Department of Industrial Accidents , Office of Investigations 600 Washington.Street Boston, MA 02111 Tel. # 617-727-4900 ext 406 og 1-877-MASSAFE Fax 617-727-7749 Revised 5-26-05 wwv-,r,mass.aov/tiia CN C ;k- ,W nyr�� , , ( i i 1. , I I 17 IXN ly IM fl I i I -�1 : I I I I I I I , I i i I. B I I I , I� , i I •. i : I : NOTES: 1) LOT LINE INFORMATION WAS COMPILED FROM PLAN .105/53 F2 & DEED DIMENSIONS, ITS RECOMME ED II THAT A PLAN SUITABLE FOR RECORDING AT THE REGISTRY"OF DEEDS BE PREPARED. rnrn 2) SUBJECT LOT DOES NOT LIE WITHIN A FLOOD HAZARD AREA UPOLE II W � o III � III A.M. 292 II PAR. 25 OI ( II M Qo HOUSEN �-. II � N � #377 00 C) it A.M. 292 C4 o . II D PAR. 24 \ AREA=7,313f S.F. / I A.M. 292 PAR. 35 CB/NAIL - II • �: G m � CB/DISK �O II 18 MAPLE // #371 N /FENG� to to / / A.M. 292 PAR. 23 SHED PREPARED FOR: VICKY M. LOPEZ FOUNDATION (AS-BUILT) CERTIFICATION- ]' J013# #377 B.EARSES WAY, HYANNIS, MA. APRIL 18, 2006 1018FC- SCALE: 1"=20' PLAN REF: SEE ABOVE DEED: 19741 166 a ASSESSORS MAP 292 PARCEL 24 ,> OF41 a� MacDougall Surveying ZONING: "RB'' 20-10-10 FLOOD ZONE: "C" \S E� ��° & Associates CERTIFY TO SALEM FIVE CENTS SAVINGS BANK THAT d �� PSTEPHEN �� ® P.O. BOX 2428 THE FOUNDATION ON THIS PLAN EXISTS ON THE GROUND e ponE N > Mashpee, Ma. 02649 AS SHOWN AND MEETS THE ZONING SETBACK e ,� D REQUIREMENTS FOR THE TOWN OF BARNSTABLE �® �� y ��oQ ® ph. (508)419-1086 fax. (508)419-1087 1 JOfo D as email: macdou, Ilsurvey PROFESSIONAL AN SURVEYOR DATE ®�® C�comcgst:net b 10-05-2006 12:56 K.ELLEY INDUSTRIES 6173894220 FAGE1 Town of Barnstable 2006 OCT "5 PM 2: 41 Regulatory Services Building Division Toth Pet7t°y,BWkling ComnAssioner 200 Main S`txwt,Hy ,MA 02601 office: 508,-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITFWR. WAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT �,' 113 110 i e-' Construction Supervisor License # ,hereby certify that I am no lougez the Coxistxuction Supen-iscx listed on the application for the project under construction as authorized by building permit # a :3 ,issued to(property address) ---on 200 k. I also certify that on � :� ,200.k—,I notified the mopeaty owner,that the project turner construction must cease until a successor licensed Construction Supervisor,, is submitted on the records of the Buddin Division. • ...�-� / � f.7 C� ,� �s9 III 110ENSE HOLDER DATE g�tomnlaewc�tr rdamce A-5 790 CSM 10-05-2006 11:48 KELLEY INDUSTRIES S173894220 FRGE1 YA _ PQptHE► The Town of Barnstable � 9A MASS.LE.0p MASS. Department of Health Safety and Environmental Services 039. 7 �plFD MAy 0 Building Division 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection I 'e-L4 M /N klz l Location $C-If R SCS W# `4 Permit Number N Owner y Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: BA seMENT - Rt9 1NSuL# T-tFt> ' co-op + r�tSu �d¢t► ool — T--R 0 sS 5Tc Cl- P1-471 S IR 6- NT -t P 0 u F=L� 57i.)RS r Ro rM N AK/tQ, c b MTAcT w/ Ttz ups cEmE-hqs" ` C uT 7-Rv55 - r L-P rl G-E (fo F if L u Alt l&- V 67ti-r rl oT- wA7z'2 7y G-/yT D uc-T N rr c arlNCc-rE � - -MUSS 6�elm E#-i TS N o T © N Tot S 7- -5&-o 'i� AV S�,rwaN ��.��o�• vtfl !D (O Please call: 508-862-4038 for re-inspection. l�Inspected by 4t day 1 A' 0 i �J 45;IE It } Date y g fr WWI ycr .�. s :,�.a.a r°,',. k. n �'k �" � � �?'�°^ ��_�i.� •"4;.. �7�."� M�w»s '��,� ��• ,>" � `� �L•r� x v e Y0. 4 6 +5P 40, VI ,��•�' n4. ,., ,� d� � ,,., �"'. .- � ,r- .. 4 � WMIlW 4m�1.. •� �x ,ry'nP',� �, i� Yi iii uy i uirl�.r=ri r "'�,a, i��0y 'yri sNmiagW ,.��1 `ui�l' i a i �'.-�",�•" ti .: �K f�E 's '„�a' �i. +> ;. ,� x+. „4 �'.� ��...s_ a� �`'` .'fifi;.� ''�'°, � r' •� ,�? �8�: �@y,�'j�.w F"r� �.. .�" .c .° p ,,, ^^r. �. ,� , ;. .=r�. d ��;r�' "'�'n, a.. gar ' ..w.w�pq n�!-a,4� 1n�°iw _ :. m x'. .A'� �' '�m 9�•¢,: ��^=4"s 4. r'�' �. .�,� . °+t ,,01,. .. `ate, ,r'• ."'fk + .' �AA�� ' s q �uip' L��1 uo�Ik91i4'1�W a iWOWWUWwpllp QI�. _. lV>tN,4 1 flu%ti- � ..,. wjP�Ilh',i�o a � .._ <� ., ,.._ 4. y�. ..: ... � '4' .!�!7�'f- �. y�+y ,;. 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CIL Mla p �� ,.,� ,cy;,µ�y `� •"" ��" �ai�� ;� �S1 ,�, � �..0 ,r ua� wy ��,o � n ��.Y7 r +Ww, bi� mum wa °VI, e a t� , —rz a �" .. ..a '" �.�• ��:. ��,agz w� '.W a" r ,f__�y— ...fir,�`,�7 +,a v ., � ar A4 i&0 vd t'J 377 Bearses Way, y H annis s pt i 7- 5 9/14/06 -.. �'" 5�-,..im, `�a... �"�'�'' ve �,yam ro, uM Hy,+u,:...,�, r�w .Nu "rs$ '>ra'�• ,'e: � �.".' .., � !p;1!"' � 'Iti''..,, .: ,... .�� '` ni` N wGil ,in! p, ,.;,hti➢ct� s, ..pas t� !��,ray. � �{S t. ^� � ay..�. ; tt�` '� - � ,,.,.,, fi . n�ll�ninu �° i" »�i1�W i�WOIIN �X'.N„uorin�Niu s�ti ,sul��ris1lIP�Yi� y �ulm� rtun�mnmmr ,,,. \ , p*'. a - H "`�"`�iil �i,G�`'-,�VI,�'J�t� x:.. mxr l.,.:. `W""� tNi imunutio..�R °k�i,..�, 'G"�'y, ' �.irc�g�"r�•: � .m� r� ', 'Rr. .,,C�� F �",uv. ,w�k1tl".' -,.y! ey�44u__.-.7 a-�t,�"s. ,,aate� "MAIMk ,r Iff ,,�;*a a r rIWPn9@N,n k C MIT �� Yu i0CO3 inn iup4 s� fii ,uu,.. f6.,,Nn q °� �u iyY l'Iv �pn �4. s � � � `A00 " . w ffiv 4 � ,� +,pry ay E.• �'• s + �., �` 'w t- m } US, I� i r 4 ixi Pop TIAW �' ",• `�t ;«^^'e x x'� "r `i e � � '. m a } 4 E 4,< P N C� � N `9k' ! b, •�`!iryt�'�"�'".'�vY'- it: �� `'�4 � ®.. 1 FEW 377 . Bearses Way, Hyannis G-AP-5 9/14/06 j t /� �r..e n.- ; 1.� A v 1 7-7 ECAPI-StF S WAY o S VicK � L �, PL= tq672 w! C-z �" C"lgv� �� 2 either an architect or an engineer. NOTE: The applicant must also submit a set review.The application package will not N Department. 6. The following departments,located at 200 M Engineering Department Health Department Hours (8:00-9 Conservation Department(8:00-1 Planning Department Tax Collector Treasurer 7. Workers Compensation Insurance Affida must be on file. 8. Construction Supervisor's License-A co Note: Construction Supervisor's license building or an addition(regardless of si 35,000 cubic feet. In that case,the applic documents as indicated in 780 CMR secti 9. Performance Bond($4.00 per foot of road 10. Property owner must sign Property O 11. Application fee: Must be paid when appli of Barnstable. Q:bldg/wpfi les/forms:CNE W REV:063004 V (�i�;.�� r �� /� � � � � `l:;S � � � ' �� f 6 acting as general contractoribuilder for project) submitted (except for in-ground pools) ubmitted. Copy of Insurance Compliance itted (residential only). idential only if applicable) ermission. compliance. Placement of proposed structure must The location of the septic system should also be ing cross section and framing schedule. Specialist's License unless the homeowner is building permit) ation of pool and the distance from property lines. e. ications. naterials used. � a � r LcuwiLuuic vui either an architect or an engineer. NOTE: The applicant must also submit a set o review.The application package will not be a Department. 6. The following departments,located at 200 Mai: Engineering Department Health Department Hours(8:00-9:3 Conservation Department(8:00-9:: Planning Department Tax Collector Treasurer 7. Workers Compensation Insurance Affidavil must be on file. 8. Construction Supervisor's License-A copy Note: Construction Supervisor's license ho building or an addition(regardless of size 35,000 cubic feet. In that case,the applicati documents as indicated in 780 CMR section 9. Performance Bond($4.00 per foot of road fr 10. Property owner must sign Property Ow 11. Application fee: Must be paid when applica of Barnstable. Q:bld g/wpfiles/forms:CNE W REV:063004 i r i �s _„� l �� 7 ��z f- i �- � � to act on my behalf) -A . a ' building permit application for. b} • Date i y. TOWN OF BARNSTABLE BUILDING PERMPLICATION d Map �/ Parcel o :;' F `"~ f(� Application# Health Division �� 3!�� 0?0� = 10 7I• r� Conservaticn Division �,.4, 30_6 ��i� Permit# __— o- Tax Collector - ""; E� Date Issued� , Treasurer Application Fee d �® Planning Dept. J Permit Fee l _ Date Definitive Plan Approved by Planning Board EXISTING SEPTIC SYSTEM Historic-OKH Preservation/Hyannis LIMITED TO_ #OF BEDROO Project Street Address 7 7 6-6:I!n S Village / u fl /_S Owner Vt e-Kv M. L-B e_z Address I"' 0 9�9 3 04 Telephone ;1 Permit Request e7_ ;Er , 1&f o d a a )Xg nv e- shad mac a r 7�R VV_26LSC6_r\ P Square feet: 1st floor:existing proposed 2nd floor:existing h proposed Total new 0 ZoningDistrict �� Flood Plain C Groundwater Overlay Project Valuation Construction Type S-,6 Good Fri m e Lot Size 7,1/3 Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Mf Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ElNo On Old King's Highway: ❑Yes ❑No Basement Type: 9/Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) D Basement Unfinished Area(sq.ft) ! / V Number of Baths: Full:existing D new f Half:existing new Number of Bedrooms: existing O new a-- f,i Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas @/O it ❑Electric ❑Other •Central Air: ❑Yes Elko Fireplaces: Existing 0 New D Existing wood/coal stove: ❑Yes W,6o Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# ` CurrentUse - - - - .;- Proposed Use I , BOLDER INFORMATION Name ��'/�h/� S �j , //�SG Telephone Number ,/ r� i Address 0 1� ,5"O License# /1 `af ��7 ( d 1 11- e'-Z,i Y C-j Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO VL/ k h_ cam. SIGNATURE DATE �- s�- FOR OFFICIAL USE ONLY y i PERMIT NO. , DATE ISSUED , .. f r MAP/PARCEL NO. 1 ADDRESS VILLAGE OWNER V DATE OF INSPECTION: FOUNDATION �� a ��``� �' _ p i '`'✓ D; a v= FRAME , a INSULATION FIREPLACE , ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL #" 0 GAS: ROUGH [—FINAL FINAL BUILDING ® (C ® �sr — g� { 0 0 c) n' rl DATE CLOSED OUT + R P ASSOCIATION PLAN NO. I I r ;, �� r.►►. VII►II►V ►V•►►rl► y. r.�I►YYwVI►AYN►Y . • Department ofhidastizalAccidents ' Office of Investigations'.' ' 600 Washington Street • . Boston,MA 0,211I' f UT www.mas&gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electriciaris/Plnrobers ,pplicant Information PIease Print Le 'blv fame (Bumesslor xAzation/Individual): V r' kddress. P, d lJo Xh3 ,ity/State/Zip: - 'S 10A 0,2 6-b1 Phone#:_SAT' -7 77 S_ �7 D re you an employer? Check the-appropriate a: Z� I am a•employer with 4. [A I am a general contractor and I ype employees (11 and/or part time).* have hired the sbb-contractors 6• © roject(required): New construction I am.a sole proprietor or partner- listed on the attAched sheet:t 7• ® Remodeling ship and have no employees these sub-contractors have S. ❑ Demolition working for mein any capacity workers' comp,inourance: g, ❑ Bnz7ding addition [No workersy comp.insurance :5• ❑ We are a corporation and its quired.] ,..officers have exercised.their 10•0 Electrical repairs or.additions am a homeowner do_; aIl.work. right of ex.r$g' " emption per MGL 1Y•❑ Plumbing repairs or additions myself-[No workers' comp, a.152,§1(4),arid we have nQ 12.[3 Roof repairs inm=ce required.]t e3tployces.[No workers`' . comp.insurance required] 13.❑ Other ry applicant that checks boa#1 must also fill out the section below showing their workers'compensation policy information: omeowners who submit this affidavit indicating They are doing an-work and then hire outside,contractors must submit a new affidavit indicating such .- . mtactors.that check this-boA must attached an additional sheet showing the acme of the sub contract m and their workers e mf'�•policy y' ormatioa• man employer that is providing workers- compensation insurance,for my employees.'Below is the policy andjob site °ormation. .. . mrance•CompaayName: licy#.or Self-ins.Lie,#:./1 e 7 • ' n Expiration Date: b Site Address:�(lT. rr iC �lJ City/State/Zip: v5 tack a copy of the workers' compensation policy declaration page(showing the policy number and.eapiration date). ilure to.secure coverage as required under Section 25A of MGL c: 152 can lead to the imposition of crir u al penalties of a u up to$.1,500�0�and/or one-year imprisonment,as well as civz7 penalties in t ie form of a STOP'WdRK ORDER,and a Tune to$250.00 a d a ' up ay gainst the vLola#aor. $e advised that a copy of this statement may forwarded to the Office of vestigatidns of the DIA for insurance coverage verification. Vim- to hereby certify der the pains d penalties of perjury that the in ormation provided above-6 true and correct`: tare: i A Date: Lone#: �. A(' Qfficlal use only. Do not write in this area,to be completed by city.or town of k4g City or Town: Permit)UMnse# Issuing Authority(circle,one): 1.Board of Health 2-.Building Department 3.City/Town Clerk 4.Electrical Inspector 51 Plumbing Inspector 6.Other Contact Person: Phone#• Information and In structions to ers to provide workers' compensation for their employees. •`. ' ter 152�tequires all emp y ;sachusetts General Laves chap erson in the service of another under any contract of hire, scant to this statute, an employ He is defined as"..,every p . _ Tess or implied,drat or wri{ten. • oration or other legal entity,or any two or more employer is deed as•`=pn �] 'p ' association,fP to er,or the ' a ed in a.joint enterprise,and inclu�ig the legal representatives of a deceased emp y the foregoing g g artnersbip,association or other legal entity,employing e, ploy • HOWCYgr: .0 ,elver or trustee of an individual,p •ner of a dwelling hens a having not more than three apartments and who resides therein,or,the occupant of the ,ellinghouse of another who employs persons to do maintenance,construction or repairwoiY•ou such dwell�mg house on to grounds Orbunding appurtenant thereto shall of such employmentbe deemedto be an employer." GL chapter 152, §25 C(6)also states that"every state or local licensing.agency shall withhold the issuance or newal of a license or permit to operate a business or to construct buildings in the commonwealth for any o has not produced acceptable ettidence-of compliance with the insurance coverage required." )plicant wh ter 152, §25C(7)states"Neither the commonwealth nor any of its.Political subdivisions shall ddftionaIly,MGL mi ater into my contract for the performance of public work until acceptable evidence of comliance with the insurance uirements oft1is chaps havebeenpresented to the contracting authority." kpplicants e fill out the workers'coxtensation affidavit completely,by checking the boxes that apply to your situation and,if 'leas orlon with thefr certificates) of iecessary,supply sub-contractors)name(s),address(es)and phone numbers) g v*ith no emcployees..other.thm the nsutance: L$nited Liability Companies(LLC}or Limited L'iabfi aer ityFartships(LLP) nembers orpartaus; are notdoes have requir advised tha t6 carry t affidant may be submitted to the Departmentensation insurance. If an or f Industrial employees,apolicp is required. Be a Accidents for confirmation of insurance coverage. AJso be sure to sign and date the affidavit. 'The affidavit should the permit Or license is being requested,not the Deparhnei}t of th at theapplicationfor P b e returned to the dt3 or town estions regarding the law.or if you are required to obtain a workers Industrial Accidents. Should you have any qu .. compensation policy,please call the Department at the number listed below §elf-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials ' ibly. The Department has provided a space at and printed leg, Please be store the bottom flint the affidavit is complete the Office of Investigations has to contact you regarding the aa0lic2ntt of the affidavit for You to fill out in 1he eve licant. cease numbs•which w$lbe used as a reference number. In addition, an aPP Flcase be svreV fill in the permiZ . applications in a given Years need only submit one affidavit indicating ctureut thaimust submit multiplePermitllieeuse app ' ohcy infoz�on(if necessary)and under`Job Site Address"'%e applicant should write all locations in (city or P t that has been officially stamped or maxkedby the city or town may be provided to the to-y a), A copy of the affiddari applicant as proof that•a valid affidavit is an file for;fa re pera uts.or•liceases..A new affidavitmustbe filled out each year.Where a home owner or citizen is obtaining a licdns a or permit not related to any business�ess�d�ercial vcntare (i.e.a dog license or permit to burn leaves etc.)said person is NOT regna to comp .Tye Office of Investigation would l ke to thank you in advance for your cogperation and should you have any questions, please do nothesitate 10 give us a call. The,Deparlment's address,telephone and faxmlmber: The Commonwealt p Massachusetts . I2epartmentoflndustriaLAccidents • : . . .7 :office of Ijnvestigatiops .600 WashuigEon$tr. , Boston,MA 02111.• ' r Tel.#617427-4900 ext 406 or•1-877 MASSAFE fax#617-727r7749 Revised 5-26-05 www ma.ss.gov/dia RESIDENTIAL BUILDING PERMIT FEES ,.LIGATION FEE New Buildings $100.0.0 %��' v v ResideatialAddition $50.00 Altamtions/Renovations $50.00 Chango of Contractor/Builder $25,0.0 E VALUE WORKSHEET w LIVING SPACE , ' / 7 square feet x$9.6/sq.foot= • 1 x.00419 f 3 plus frombelow(if applicable) ,T ,RATIONS/RENOYATIONS OF EXISTING SPACE square feet x$64/sq,foot= x.0041= plus frombelow(if applicable) . ARAGES•(attached&detached) square feet x$32/sq.ft.= x.0041— .CCESSORY STRUCTURE>120 sq.ft.. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 . >750 sf-1000 sf 75.00 >1000 sf- 1500 sf 100,00 >1500 sf-Same as new building permit: , square feet $96/sq,foot= x.0041a NAND ALONE PERMTS )pen Pgreb x$30,00= (number) Jeck x$30.00= (number) FireplaeeMbimney x$25.00= (ziumber) Inground Swimming Pool $66.00 Above Ground Swimming Pool $25,04 RelocationNoving $150,00 (plus above if applicable) Permit Fee Affidavit of Substantial Financial Interest I, 4and LO Z- of A-0 n , on oath de—ppse state as follo s:. 1. 1 am an applicant for a building permit for the grope located at Mapo�9o� , Parcel The address of the property is 2. 1 have % legal or equitable interest.in the real property which is'the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is &Y . 44, the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address ✓1n is , I have had last twelve months from toda _ 4. Within the la Ys date, which a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest.. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. g, Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this fa day of 200 cy 2001-0050/affin 1 nn OTTFRY/AFFIDAVIT QUITCLAIM DEED We, Mariane L. Ekstrom and Paul Eckstrom, of Yarmouth, Barnstable County, Massachusetts, for consid ation.p ' of Two Hundred Thousand ($200,000.00) Dollars, gran to Vicky M. Lopez� individually, of 377 Bearse's Way, Barnstable (Hyannis , arnstable County, Massachusetts, with quitclaim covenants That certain parcel of land, together with the buildings thereon, situated in that part of the Town and County of Barnstable, Massachusetts known as Hyannis, and comprising Lot A-1 as shown and delineated on a plan entitled "Plan of Land—Hyannis-Barnstable, Mass., as surveyed for Joseph and Elvida Morey, April 1953, Whitney & Bassett, Architects and Engineers", and said Lot A-1 is more particularly described as follows: On the Northeast by Bearse's Way, so called, a County Way, there measuring fifty-five (55) feet; On the Southeast by Lot A-2, as shown on said plan, there measuring one hundred forty-seven(147) feet, more or less; On the Southwest by land now or formerly of the Barnstable Housing Authority, as shown on said plan, there measuring fifty-five (55) feet; and On the Northwest by land now or formerly of Lizzie M. Higgins and land now or formerly of Kenneth S. Bearse, as shown on said plan,.there measuring a total distance of one hundred forty-eight(148) feet, more or less. Said parcel containing an area of 7,260 square feet of land, be the same more or less. For title, see Deed dated January 17, 2003, and recorded with Barnstable County Registry of Deeds in Book 16257, Page 51. Property address: 377 Bearse's Way, Hyannis, MA 02601. J WITNESS our hands and seals this 20th day of April, 2005. • I 4Mriane L. Ekstrom Paul E om ; COMMONWEALTH OF MASSACHUSETTS I On this 20th day of April 2005, before me, the undersigned notary public, personally appeared Mariane L. Ekstrom and Paul Ekstrom, proved to me through_ satisfactory evidence of identification which were h14 € w to be the persons whose names are signed on the preceding or attached document; and acknowledged to me that they signed it voluntarily for its stated purpose. f Notary blic, Wendy Thayer My commission expires: 9/25/2009 t f. 1 MASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 04-20-2005 7 03:30pm Ct14: 2067. €?ocv: 25796 Fee: $6E4.00 Cons: $2011,000.00 i BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS C:tly: 2067 DoCva. 2 796 Fee. $456.00 Cons: $2110?000.1::u:1 I BARNSTABLE REGISTRY OF DEEDS Town of Barnstable Regulatory Services MA i'E Thomas F.Geiler,Director '0r 039 `e� Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, , as Owner of the subject property hereby authorize �,o �� -� , �� to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) — 3 Signature of Own Dat V, �o e7 Print Narrid Q TO RM S:O wNERP ERMIS S IO N Board o T UN ing 4p- One Ashburton �' acR l�m 1301 Boston, Ma. 0"108-1618 L' Wei k-:T C U Sirthdate: 0xi 10 19.5t; Number: !CS 067443 Expires: r j;� �OG6 -. 0%�� F2e;striraoet To; UU - FNERFTTs MA O i4+) —.--__ WAU r y Board cat Building Regula ons arid Stan ards r One Ashburton Place - Room 1301, Boston. Massachusetts 02108 Home linprovement Contractor Registration Kp—qistration: e:--IBA -)wi lion: 5/8f2006 DIBIASE BRO. DENNI DIBIASE PO BOX 506 _..--- EVERETT, MA 02149 IUpdate Address and return capi;Mark reawn for chang- I j Addreac L_j Renewal Employment �"j Lost Card MAR-0-2006 04:37 FROM: TO: 15087713245 P.1 ACORD CERTIFICATE OF LIABILITY INSURANCE 07/20'°°""""' n 03/07/2006 ppOpRTHIS CErTIFICATEASMATTER OF INFOKMATIUR SCHLEGSL INSURANCE ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 34 MAIII .STREET ATE 28 (TEST YARblOUTH, MA 02673. A INSURERS AFFORDING COVERAGE NAXC I1 TMNNM - INSURER a: TRAVELERS Arthur Kally DBA osul�ae_ WESTERN WORLD INSURANCE GROUP BELLY IMUSTRIEB o�eaERe P.O. BOX 459 - It61AERD: ---- Marst(me Mille, M 02648 INSIIRtRE: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CCNTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFOADEb. BY,-THE,', POLICIES,'DESCRIBED_HEREIN IS,"jS.UBJEC[',TO-ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY NAVE BEEN REDUCED BY'PAIO CLAIMS. ' .,POLICY EFFECTIVE 4 POUOP E pMATION �� , LTII tMiVD TYPE OF YldeRw= -- -POu"W WR gum(murvw YI':: A GE OWUABXftY QPiOO52005' 10/06/200 '+ 10/06/2006 1,000,000' —_ X ccLfMERC:M GENERA.LIABILITY - .� .. '. EWSE91EA eECUenoe) f 50,000 CLAIMS MADE OCCUR LED EXP OM one IImN $5,000_ _ PERSONAL a ADV PuuRY. 41,000,000 s-fir..�'--. ••.. •. _.:., . .. _... .... ... .- _. •.- GENERAL AOOREOATE s2,000,000 GENL AGGREGATE LIMIT APPLIES PER: 'i .... PROGLICTS-COLPiOP AGO 81,000,000 POLICV El fECT LOC AVT0Y0�4 uAeRRY - - COLPOYED SINGLE LIMB f ANY AUTO - (Pa aalaot)ALL OWNED AUTOS _...... .;, BODILY IN"y f SCHEDULED AUTOS HIRED ADIOS EODU•Y INJURY (Pet socidw) f NONOWNEDAUMS PROPERTYDAMAGE f (Pef wddud) am"EURIPLITV •.•. • . .. •,• AUTOONLY-EAACCMEWT f ANY AUTO - 07HER TIUN EA ACC f . . - AUTO0T8V' AGO f EIOEEffIY9Ee11A LfA®JfY - -. - ° - EAcHOcctvmNCE f OCCUR ❑CLAIMS MADE: . . _ ADORE GATE f DEDUCTIBLE RETENTION f ' - •,_. f A wummscOMPEAlA71ONAND 7PJVB-7923AB7-9-04 08/07/200 08/07/2006 IC TORY LIyRg ER EYPLOYBW UAgMY - E.L.EACHACCDENr s 100,000 ANY PROPRETORIPARTNERID(ECUIIVE ,. ' .. ._.—__ -• ' OFFICERAiEMBER EXCLUDEO? ~. C -, E.L.DISEASE-EA EhWLOYEE f 100,000 P Ta• "*dw SPECIAL PROVISIONS bebw YES • •, _ L.OiaEASE-POLICY LIMIT f 500,000 `r• E.- OF OPERATIONS I UWADON0I VEHICIFA I EXCZLMM AMU BY ENDOINMENT I SPECIAL PP.T7V� ARTHUR EIELLY IS EXCLUDED gRC N'covxRAGE•@IDEA THIS =VEERS COMPENSATION POLICY CERTIFICATE HOLDER CANCELLATION TOWN OXI' SARMSTABLE �•., slealLD �ANIr OF THE AHOA DEfCRTED POLIC"..BE C"CELLED "Won THE FiroEtATION 200 MAIN STREET :VATS-TNMGR`TM IINIU O *slime WLL DWAVON m OAII 21 DAYS wmrm • • NOTICE TO'THE CERTIFICATE ML M NAMED TO TIE LEFT. Off FAIIAW TO o0 fD fHAll BYANNIS,MA 02601 Room No OafOATION OR UAtiRY OF No 7>b IF�uTFJfi TT1 AoErta DR C/O VICKY LOPEZ _ PAX$508-771-3245 AUlTNDR= / ACORD 25(2001108) MUDCORPOUVONTM ^1 7 I THE FOLLOWING - ' . IS/AR E THE, BEST '. IMAGES FROM POOR QUALITY ORIGINALS) I M T DATA Elk 20746 P:o222 -wm-9993 02-17-2006 & 09 : 39ct - . .enNsree�. r BARNSTABLE TOWN CLERK Town of Barnstable A 18 p .20 Zoning Board of Appeals Decision and Notice - - -`- Appeal 2006-002- Lopez Special Permit- Section 240-91(H)Demolition Reconstruction on a Preexisting Nonconforming Lot of Less that 10,000 Square Feet. Demolish of the existing structure on the lot and reconstruct a new single-family dwelling. Summary: Granted with Conditions Petitioner: Vicky M.Lopez Property Address: 377 Bearses Way,Hyannis,MA Assessor's Map/Parcel: Map 292-Parcel 024 Zoning: Residential B Zoning District Relief Requested &Background: The applicant,Ms Vicky M.Lopez,is seeking to demolish the existing dwelling located on a non- conforming lot and reconstruct a new single-family dwelling on the lot. Section 240-91(H)provides for a special permit for the demolition/reconstruction of a single-family dwelling on preexisting nonconforming lot of less that 10,000 sq.ft. The subject lot is 7,313 sq.ft. and requires a special permit for the Zoning Board for the proposed demolition/reconstruction. The subject property is located on Bearses Way, south of Route 28 in Hyannis. The locus is an undersized nonconforming lot of 0.18-acres. The lot was created by a 1953 plan. The dwelling appears to date to the early 1950's. The existing home is a one-story, one-bedroom, single-family dwelling of 636 square feet of -` living area. The home also has a wood deck of 144 sq.ft. On April 20,2005, the applicant purchased the subject property. The applicant is proposing to reconstruct a new one-story, two-bedroom dwelling of 1,240 sq.ft. Plans for the dwelling have been presented with the application. The proposed site plan for the location of the home shows that it will conform to the required setbacks for the district. —� The subject property had previously been before the Board in July of 2003 for similar relief of a demolition rebuild. At that time, Special Permit 2003-96 was issued to Paul and Mariane Ekstrom. The permit'was never implemented and the relief authorized in that permit has expired. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on December 22, 2005. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened January 04,2006, at which time the Board found to grant the special permit in accordance with Section 240-91(H)and subject to conditions herein: Board Members deciding this appeal were,Daniel M. Creedon,Randolph Childs, James "R.Hatfield,Jeremy Gilmore, and Chairman Gail C Nightingale. LQ ! k::t1 '' ...NiJMB:�Ji� 0 SCp 41898536 02258946 M013424850�001-00001 w;^ANNllAL 112U BRANCH 54 HARTFORD EAST _ - RENEWAL EPF 03/29/2005 ZURICH ,,MARYLAIVD,CASUALTY COMPANY PRECISION PORTFOLIO POLICY . COMMON DECLARATIONS PRECISION SPECIALTY CONTRACTORS TRADE CONTRACTORS PROGRAM This policy consists of the declarations as well.as the coverage forms and endorsements listed on the Forms and-Endorsements Applicable List; NAMED INSURFQ.AND MA`LING ADDRESS AGL:NCY NAME AND SERVICING ADC)HESS TED FITZGERALD HART INSURANCE AGENCY, INC. 43 THORNBERRY CIRCLE HART ST MASHPEE IAA 02649 BUZZARDS BAY W 02532-3233 (SOI 8) 749-132.6 BRANCil NAME AND SERVICING ADDRESS �-- PQIlCY "PERIOD HARTFORD EAST FROM P.O. BOX 10197 TO JACKSONVILLE, FL 32247/197 03/28/2005 03,�2$/2006 (800) 800-3907 1 2:01 arry 12:01 am. BUSINESS ENTITY: INDIVIDUAL ----------------------- POLICY PREMIUMS In.return for the payment of the premium, and subject to all the terms of this policy, we agree with you to provide the insurance as stated in this policy. This policy consists of.the follovying.coverage partse:This .premium may be subject to adjustment: -PREMIUM COMMERCIAL GENERAL LIABILITY GOYERAGE.PART . $ 709.00 FEDERAL TERRORISM PREMIUM ; 14 DO TOTAL ANNUAL PREMQIM $ 723.00 Of Countersigned by _ vow AU Ize(1 RepreSentativC pate . Indudo caDrrigll•A mnwrd of fn•ur••ca Sawa. QNnu, Lr., wnl il. pumua•n, COMMON C:"Py"gll, Inam.ncf Sa'vaat 011'Lu, Inc.. 19114. VV11��11 Cepyuyll, WlyyhJ CI—h), C'amn.ny. 1999 7 000s t4.ueu� INSURED'S COPY 02/22/2005 J I a 2a £8Z6-6CS-809 (IMBMS 0511 19*61 900Z'L0. 2iFIW r 3 D Ti cc O c loll M r i Oft s r s « o w fA u w. w -as v M M w. tall - - - v LIL t ........................... ............... .................. .............I ...... .. . .................. .............. ..... ......... M \D YY)j M D\ ................ . ............ ..i.... ......................... ...............................Jv ................... ..... .... ..... ...................... ...................... .... ..... . ............ .................. ..... .... .. .. ............ ......... .... ....... .. ... THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION PROD CEIR AND CONFERS NO RIGHTS UPON THE CERTIFICATE BRYDEN & SULLIVAN INS AG HOLDER. LDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 1 88 FALMOUTH RD ALTER ER THE COVERAGE AFFORDED BY THE POLICI&BELOW. COMPANIES AFFORDING COVERAGE HYANNIS MA 02601 COMPANY 232MY A THE TRAVELERS INDEMNITY COMPANY INSURED -COMPANY LEBOEUF, JAMES DBA BARNSTABLE B COUNTY CONSTRUCTION & SEPTIC COMPANY 71 BETH LANE C HYANNIS MA 02601 COMPANY D ...........I........ 6... .......... ..................... .....__........ .. ....... .......................... .............-.: :::, .......I............ ............ .. .:... ..... .............. .. ........................ ........................................ ........................ : ,* '.*.-..%'................ ... :............. ........ ...... ............... ............ .. ..........%: ' w.:. ............ ...................... ...........%............ .... ..........q ........... ...... .... .............. .. .......... ...----*':: ... . .::................................. ............. .. .. ...... ...... ............. ....... ... ............. - :.::::.*'. . .............. .. .......... ................................................. ...... ............................................. ........... ......... .::...%:x... .. .............ii�--1 .... ...:. ._.. .....::...... ........... ..... .... .............. .. ... ...................................... i .............**'*'*..............*..........*' THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE(MM\DD\YV) DATE(MM\DD\YY) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE=OCCUR.' PERSONAL&ADV.INJURY OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per Accident) PROPERTY DAMAGE GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ N. ANY AUTO OTHER THAN AUTO ONLY: ....................................... ....................... ................. EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION AND STAIWORY LIMITS A EMPLOYER'S LIABILITY (UB-881X786-4-05) 05-14-05 05-14-06 T EACH ACCIDENT _ $ HE PROPRIETOR/ inn-non PARTNERS/EXECUTIVE INCL DISEASE—POLICY LIMIT $ ymn'OQOL OFFICERS ARE: X EXCL DISEASE—EACH EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS ATTN: VICKY THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. R...... . ........ ............ .......... ...... .............................. ......................... ..................... . . ..... .. ........ .......... ...... .... ....... ................ ........... ............ ...... ............ SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE VI,CKY -LOPEZ LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHAJU. IMPOSE NO OBLIGATION OR 01 24-STAR-.-'BEAM _LN LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. H'ANNIS •,MA 02601 AUTHORIZED REPRESENTATIVE ................. . . ................. .............. ... . .... . . ...... . ... ............................ ...... ... .... . ..... ........ . ............. ....... ......... .......... -W © ffective Date: March 10, 2006 G GWestern Suretyomp any F / g n ,F LICENSE AND PERMIT BOND F tl F tl KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 700644 63 ; F 0 tl That we, Vicky Lopez G tl of the Town of Hyannis State of Massachusetts , as Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts as Obligee, in the penal sum of Two Hundred Twenty and 00/100 DOLLARS ( $220.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed Street Opening i by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or permit applied for, then this obligation to be void, otherwise to remain in full force and effect until March loth 2007 unless renewed by Continuation Certificate. i This bond may be terminated at any time by the Surety upon sending notice in writing, by First Class U.S. Mailq, he Obligee and to the Principal at the address last known to the Surety, and at the expiration of thin 0,6---, J!�days from the mailing of said notice, this bond shall ipso facto terminate and the Surety shalllh,ereu on be0�4lieved from any liability for any acts or omissions of the Principal subsequent to said ga�ete ''© e number of years this bond shall continue in force, the number of claims made aga rrs this bond fid the number of premiums which shall be payable or paid, the Surety's total limit of II�jfty hall not be& ulative from year to year or period to period, and in no event shall the Surety's total lia o afl�44 exceed the amount set forth above. Any revision of the bond amount shall not be cu1� ve ..... �� n DIV Dated tis 14th day of March 2006 G r r , G F G G F G - G r - incpal tl G tl r tl r tl F Principal r• Countersigned (where required) W E S T E S U R E T COMPANY v r / , G By By , Resident Agent Paul T.Bruflat, Se for Vice President Form 532-2-2006 F 9 6 P � ACKNOWLEDGMENT OF'SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 14th day of March 2006 before me,the undersigned officer, ersonall a eared Paul T:=$'ruflat'r p y pp who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do, executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. . IV WITNESS WHEREOF'II h+ y have hereunto set m hand and-official sea , 1. . ., s S. PETRIK s S AEAE L NOTARY PUBLIC SEAL s SaSOUTH DAKOTA�S ary Public—South Dakota +hw�,�,haa55yyytih5hhy�h5�,a t , My Commission Expires August 11,2010 ACKNOWLEDGMENT OF PRINCIPAL (Individual or Partners) STATE OF ss COUNTY OF On this day of before me personally appeared known to me to be the individual described in and who executed the foregoing instrument and acknowledged to me that—he— executed the same. .My commission expires Notary Public ACKNOWLEDGMENT OF.PRINCIPAL 'STATE-OF 'r;(Corporate,Officer) COUNTY OFJ SS On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public Q- E 4 O rx D 0 o i � z 0 w o w ^d i a e Western Surety Company POWER OF ATTORNEY =. KNOW:ALL.MEN.BY THESE.PRESENTS: That WESTERN SURETY COMPANY,a.corporation organized and,existing under the laws of the State of South Dakota, and authorized and licensed to do business in the States of Alabama, Alaska, Arizona, Arkansas, California, Colorado, Connecticut, Delaware, District of Columbia, Florida, Georgia, Hawaii, Idaho, Illinois, Indiana, Iowa, Kansas, Kentucky, Louisiana, Maine, Maryland, Massachusetts, Michigan, Minnesota, Mississippi, Missouri, Montana, Nebraska, Nevada, New Hampshire, New Jersey, New Mexico, New York, North Carolina, North Dakota, Ohio, Oklahoma, Oregon, Pennsylvania, Rhode Island, South Carolina, South Dakota, Tennessee, Texas, Utah, Vermont, Virginia, Washington, West Virginia, Wisconsin,Wyoming, and the United States of America, does hereby make, constitute and appoint of Sioux Falls State of South Dakota its regularly elected Senior Vice President as Attorney-in-Fact, with full power and authority hereby conferred upon him to sign, execute, acknowledge and deliver for and on its behalf as Surety and as its act and deed, all of the following classes of documents to-wit: Indemnity, Surety and Undertakings that may be desired by contract, or may be given in any action or proceeding in any court of law or equity, polio mnifying employers against loss or damage caused by the misconduct of their employees; official, bail, and surety and fide lit y� FA I.A. node gy in all cases where indemnity may be lawfully given; and with full power and authority to execute consents and waive to odifyo ctf, eor extend any bond or document executed for this Company,and to compromise and settle any and all claims or derfFadS'maddeoPlexstarigainst said Company. lies ern Surety f ompdy further certifies that the following is a true and exact copy of Section 7 of the by-laws of Western Surety C,grn, any duly adopted ar drbOvu in force,to-wit: Se on 1 bo sy$olicies; undertakings, Powers of Attorney, or other obligations of the corporation shall be executed in the co r to me of• "` �mpan-o by`the`Pre`i'ent, Secretary, any Assistant Secretary, Treasurer, or any Vice President, or by:such other officers s�tfFB.orOf.3birectors may authorize. The President, any Vice President, Secretary, any Assistant Secretary, or the Treasurer m a in �P ay ppo t i�©mays-m-Fact or agents who shall have authority to issue bonds, policies;or undertakings in the name of the Company. The corporate seal is not necessary.for the validity of any bonds,policies,undertakings, Powers of Attorney or other obligations of the corporation. The signature of any such officer and the corporate seal may be printed by facsimile. In Witness Whereof, the said WESTERN SURETY COMPANY has caused these presents to be executed by its Senior Vice President with the corporate seal affixed this 14th day of March 2006 ATTEST WES �RE T _ N/ TY OMPANY 6By Assistant Secretary Paul T.Bruflat,Anior Vice President STATE OF SOUTH DAKOTA ss COUNTY OF MINNEHAHA On this 14th day of March- 2006 before me, a Notary Public, personally appeared Paul T. Bruflat and L. Nelson who, being by me duly sworn, acknowledged that they signed the above Power of Attorney as Senior Vice President and Assistant Secretary, respectively, of the!said UVESTERN;SURETY;COMPANY, and acknowledged said instrument to be the voluntary act and deed of said Corporation. l = I +5y�,�,�hhyh�h�,,�yyyhh�,hhti5h s S. PETRIK =s ; f ° s SEAL NOTARY PUBLIC SE^ALL 's s�SOUTH DAKOTA�s +yhyhs5yyy�5h5hyhyyyy�,yh+ Notary Public My Commission Expires August 11,2010 AFW ir is Form F1975-2-2006 *F ..�-1 „:. r•-.�ter.ti d,1�. PROTECT NO. SERIAL NO. NARS)VERAGE 05-319 11026 . TS TRUSS oE4GNED FOR 1•CAP BEtwE�+MODULES NSTTE APPLICABLE CODES - MASSACEUSETTS `ti - OSB FILL AS REQUIRED MA Fucl/Gos/Plumbing Cada b EKTFND SHEATHING TO m�AxL[(IYP.) e\ CENTER OF RIDGE BOARD 1lA Stale&nld'ug Cade.6N Edition 2s6 SPFJ2 RIDGE BOARD 1993 BOCA Nalionol Mechanical Code r Amendments I SK+2 PER SIDE BY PLR 2005 Notioml Electrical Code wjtMA Ammdm is oy� SHIPl.00SE SHEATHNG TO BE NSTALIED ON-SITE ` (TYP)BOTH MODULES iI TRUSS )&I'61L vA ��• SEE ATTACHED DETAIL I' FINAL FOR DATE D6CRIPiDN li BY BRACB7C 5 1/2- CONSTRUCTION T.�. Iy�9/08/� ' 2s6 SPF,2 16 0. 1 1 ) 9/2 '. �0 1r-9 15/I .4� 2.6 E CC264702 1c3 ATTACHED CC264702 I As SHOWN ;l (2)UFP SIDESTEP PLATES (2)UFP SIDESTEP PLATES /;, PER KFffElYAl1 STUD I1 PERK PII® P 11.1 STUD SOPPII®BY PL8 SUP SY IB 1NST11IBD ON BT SEF CBEI II INSTAVE0 ON-SITE BY SET CRER 7 3/4' 14'-7' Ova"m It= DATE PRODUCTION �\ 6 j 3/29/06 COMPLETED PRODUCTION RLB 0 6•�• 7'_3• 7'-3' 6-6' 3/29/06 SIO26 HANGER 20 PLATE OLS 3/29/D6 RUB E TEOUYtED 3/4 ATM OEaa1D Tr Pw INDUSTRIES CHECKED PRODUCTIONRElFASEO TO PRODUCTION 2m END - - �I.(sue)11.5(.9�n ) 1 I SWI0 HANGER BUILDER: KELLY INDU Pc8 END PAL2.6 FA51]A JOB NAME: LOPEZ 2 6'-6' 7'-3. . Oh7AlL 3/4.OSB ON END(2)2vf0's FOR GABLE END WALL 200 SPF/2 CENTER RAIL REMAINDER MODEL: CAPE CORAL 10• 5/8'COYPRESSON STRIP 5/8'COMPRESSION STRIP 5/8•COMPRESSION STRIP SITE LOCATION: HYANNIS, MA ITS COUNTY: BARNSTABLE (5) PLUMBING TRUSSES SEE ZIP CODE: 02501 SHEETS A2 & S5 FOR LOCATION SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf 10J0490021 WIND SPEED (V3s): 90 mph 0PENT LYON HOUM CORPORATION PO BOX 27•AIRPORT RD.SEUHSWi E.PA 17870 (570)374-4004 T(600)788-4754 oRwaw nne: - 13•-9• ,3•-9• 12/12..�27—r TRUSS SECt10N MODULE'A' MODULE"B' cww W. mTE %W: 2T-Y NH 03/21/O6 12/12 45' 27'-7" TRUSS SECTION Oa0 _ PITSS6 �I �65q1 Y, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map J12L Parcel TA uLE Application# Health Division lo 7/v 6 200—PY F.D.3 ?, Conservation Division Permit# Tax Collector Date Issued UW L T, Treasurer Application Fee 77 Planning Dept. Permit Fee Date Defin,iive Plan Appsovefty�Planning Board )A Historic 1. K" I — P Preservation/Hyannis 7 Project Street Address Village Owner Address Telephone 0o 00 LIP Permit Request ac Square feet: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: Ll Yes Ll No If yes, attach supporting documentation. Dwelling Type: Single Family L) Two Family U Multi-Family(#units) Age of Existing Structure Historic House: U Yes L)No On Old King's Highway: Ll Yes U No Basement Type: LI Full Ll Crawl Ll Walkout U Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing —new First Floor Room Count Heat Type and Fuel: Q Gas U Oil U Electric U Other Central Air: Ll Yes Ll No Fireplaces: Existing New Existing wood/coal stove: Ll Yes Ll No Detached garage:L1 existing Ll new size Pool:U existing Ll new size Barn:Ll existing U new size Attached garage:L1 existing L)new size Shed:Ll existing Ll new size Other: Zoning Board of Appeals Authorization U Appeal# Recorded 0 Commercial Ll Yes Ll No If yes, site plan review# Current - - urrent Use,i— U-mv Proposed Use BUILDER INFORMATION Namea;/,% Z4�� Telephone Number Address License# 06'��-��,,,9 Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY ,w r i PERMIT NO. r DATE ISSUED MAP/PARCEL NO f` ADDRESS VILLAGE OWNER - - 4 e DATE OF INSPECTION: r,^ x FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL r ' FINAL BUILDING r DATE CLOSED OUT ASSOCIATION PLAN NO. i - a FE5-27-2006 17:10 FrRUI:f-ITIFINANCIAL HYANNI 50877132-45 TO: 15D07906230 F:V5 GAFtNSTABLE ' � .1 huwy-rABI�,�1• T W i 'is E i,e`. ■.4„�idlN Town of Barnstable �AN 18 P 3 1 9 Zctul>ug Board of Appeals Deci'siolu and Notice Appeal 1006r002-)<,opex Special ktrinit-Section.240,91(11)Demolition ReeorastIlIction on A Preexisting-Nonconforndng trot of Tress that 10,000,Square Feet. UekaOlish of die eli!sting�t c'Wtc on the tot anti reeonscxvp a a new sirrslc-family dv elfin . su,o angry: Graided with Conditions Petitioner: Vicky Nf;Lopez Property Address: 377 T3r:tPsC,sWay,Hyantyis,MA Assesgor's Map/Parcel- Map 292 -Parccl 024 Zoning: ltesidenti.�l T��Oning District Relief.Requested&Dnckgrotiitdi- 7`b:e`aPplicemt'Ms 'Vicky M,l.b'pe:%;is seeking to demolish the existing dwelling located on a non.- conforl�ing lot arid rcc6astruct a new single-family dwelling on the Jot- Section.240-91(H)provides for a cprc al permit fair the deirmpli.ti:onJrecorastructkV Of a single-farnily dwellirtP on p-eexisfing'noncon,f'orrning lot of'less that 10,�000 s4,ft. The subject lot is 7,313 sq.ft. a.nd a-equi.tcs a special,permit or. the Zoiiiug Sovd,for the proposed dei,rA4litioulrc CgC.Strds✓tiJn. The subject propc�,ty is located on'Bearses Way,south of Route 28 in Hyannis. The liars is ar undeTS17.ed DoCaMbrttUng lot of 0.18-acres. The lot was created.by a 1953 plan_ The dwelling appears to date to the early 1950's. T:ae existiri.,g babda is a c zar-story,one-bedroom,single-family dwelling of 636 square feet of livizlg dtox The home also has a wood deck of 144 sq.ft. On April 20, 2005,the,applica:at purchased the subiect:property. The app)icant is rrdposing to reccinstruct anew vane=story, two-bedroorn dwelling of 1,240 sq.ft, Plans for the dwell.ing..have been,presented with the application. The proposed site plat,fvr the location of the,home sl.;,ows that it will cttdonn td the;equired setbacks for tb4 district. Tho subieet property had previously bem before the Bind in lul�v of 2003 for aimil,ar r,.-lle.f of s demolition rtWild. ,At tbat time, Special Permit 2003-96 was issued to Paul aad Marianne Ekstrom, The pemait was never implemented and the relief authorizcd in that pernn;.t has.expired. Procedural&Hearing Summary: This appeal was .51_ at the Town Cleek's Office and at the Office oi:the Zoning Board.of Appeals on Dccainbcr 22, 2005, A public hearing.beforc the Zoning Board of Appeals was duly advertised ar)d nonce sent to all abutters in accordance with.MOL Utapter 40A.. The hew—irig was oper9ed JanuMi 04, 2006,at whicl:i,tixre the Board,found to grant the spceial perrrat in accordaztce with Section 24C-91(1=3) and subject to condi,tiors iicmin. Board M-,mbers deciding this appeal were,Daniel M.Creedon,Randolph Childs,James R. Hatfield,Jeremy Gilmore,and,Chairman bail C`nightingale. FED-27-20OG 17:11 FROM:CI-rIFP%1PNCIAL HYANNI .50,3 7 i 13245 TQ: 150G?90623© P:2/5 Nfs'IickyN.Lopez and Paul Bkstsow.presented the proposal to the l3oarti cituzg that she i .tends to build a .modest two-bedroom dwelling of 1.,24a sq.ft. Mr, Ekstrom noted that a s.bnilar Permit had previously been isstacd,howcVer not exercised. The Board j-econfttmod the number of bedrooms and the square footage of the.c ucture. The applicant statad that the structure would only be One story and do living space Would.be cl'czted on the second fluor. Tha applicant also cited that wheft sln.e tobk possession of the property,a new three=bec'room septi Was installed in.accordaa.ce with Title 5. c System Pub,lie comment'tams requested and.to one Spoke in favor or in apposi.iion to the requestl lFindftigs of]Fact: At the hearing of January 04,22,006,the Board un.axzmcusly made the following fmdiAg,3 of fact: 1. Appal 2000-002 is that of Vicky M.Lopez for property addressed 377 Bearses Way,I43-231nis.NIA located as shalAn on Assessor's Nap 292 as parcel 024. The property i.s in a Residence B Zonixtg District. lets Lopez is sec.l(ing a Special.Permit Pursuant to Section 240-91`rT}Derr,elition Rccot}stzu.cuotl on H l?reeA'C5ti71g I`'onC.MfOi nigg Lot of Less that I0,000 Square Feet. The applicant seeks to de-molish the&Jsting struc+ti,c on the lot arid..reconstruct a new single-farY+rly dwelling. 2. The property bad previously been before the 13naxd in Jul;of 2003 for si.njilar relief of a d.emo)i.t-ion rebuild: At that tim:C,the special.permit was applied for and granted under tke uaai.o of Ekstrom: That special perrnit was never impleanented. Today, the applicant is seeking to accomplis:t a sil filar demolition and recanstruwtaon of the single-family dwelling. On,November 18, 2:004,TR,wn Count it anmendcd the Zoning Ordinanct:.by adding Section 240-91(ID that provides for a special permit for t^he dcrr,.olition/rcconstructi.o0 of a sit?gle=family dwelt ag on preexisting nonconforr _ing lot of less than y.' 10,009 sq.ft. The subject lot:is 7,313 sq.ft.and cm1not quali fy far an as-of-right building permit for the proposed demolidonlrecornstnxtion. 3. On April 20,2005,the applicant purchased the subject property as evidenced by a deed.tecorded at the Barrutab.le kegistry Of,N$eds ir1 Book 15741 page 1*64. 4. The Mbject property is located on Bearses Way,south of Route 28 iu l[yarznis. The laces is an uttdc si=d noett`onfc�xt7pin9lot of 0.18-acre8. The lot was created by a 1953 plan. Coustructi.bn of the d.weiiing appears to be in.the first.half of the 1.950's. Accordingto the Asscsscr's Mlcords, a )7oanae is a one-story,one-bexiroe � � th�exzstuih m s;.ttgle-family dwelling of 636 square feet of living area. The hornz 11 so h.as a wood dock of 144 sq.ft. The property is in the R$Zotring District that today rFaquires a minimum lot area of 0he-acre,frontage of 20 feet, a lot width,of IW feet,and structure setbacks of 20 feet fi-ont, 14 faet side and rear. The existing dwelling does not conform to the required side yard setback and the lot is legal pre-existing Pon-conforming in textus of rtaulimulxt lot area,and minimum width requirernwit. 6. The applicant pcopa5ses to demolish the exiAitag structure and reconstruct a.yew ore-story,two- bedroom dwelling. Plans for the dwelling have been presented and identify the anew structure to Dave a footprint of 23 by 44 feet. The site plan for the location of the home shows that it conforms tc�required setbacks. 7. According to the applica-'it,the on-site Selstie system has been improved.and is sized to accommodate a tbrce-bedroom,Noma: It vvas installed to meet Board of Health Title 5 requimmCrtts without vatianee. FEB-2-1-2006 111 :11 FROM:CITIFINANCIAL HYANNI 5087 7132,45 TO: 150e7906230 P:3/5 8. r NES Nslebted to th-_Board show that the proposed new single-farnily dwelling will conform to all wguiremcnts Of Section 240-9](M in that the Proposed new structure ccMfor setback requiretwniS,lot coverage by rns to ail current use and all buildings and all structures does not exceed 20%,the floor area ratio does not exceed 0.10, and'the height of the dwelling will con&W,to zoning. The proposed:new dwelling would not be subsiaxjtia-,Uy more e . detrimental to the ncighbwhood tfi&I,the existing dwellitig and after evaluation of evidence presorted, the proposal fulfills the spirit and intent of the Ordiliante and would not represent a substantial detriment to the public good or neighborhocd affected. Based on the 6ndil)gs of fart,'a Motion.Wa8 duly made and secotded to grant the appeal with flic followin- 1. The Proposed new structure sb all be located as shown on a plan entitled"Plot Plan.Uc Hyaomis, ated at'77 Way NIA prepared for Vicky M,Lopez"dated December 4,2005,as prepared by MacDoug, 11 Surveying&Amociates, 2. The dwelling shall be built substantially in conformance ce to plans and elevations presented to the Board entitled'7he Cape,Coral", as drawn by Perin LYOZ).Homes,and asrepieserited to the Board as a one- Story SIXtIcture without donih.ers. The space located above the first floor and under the roof being an attic space and not used as living bica. A copy Of the Plan,prese-tted iscoDtainad i the _ that of in file. 3, The total,gross area of the dwelling shall not exceed 1,240 sq. ft, The structure shall not exceed one- story. 4. The total number of bedtoorm on-site shall not exceed two-bcdr0Q=unless cO=ecte(;I,to Town.spyvet$, 5, Construction shall c'oynply with all applicable Building DiVisioti reqiiremmts, The vote was as folloWs: AYE— Randolph Childs, Tames P,..Idatfield,jersnr j Gilmore,Daniel M.Creedon. Gad C. Nightingal NAY� None e. Ordered: Special Permit 2Q06-002is granted.with Conditions. This decision must be recorded at the Registry of Deed,;for it to be in effect, Tne relief authorized by this decision must be exercised within one year, Appeals Of thh,;decisions,if ariy.,shall be made pursuant to MGL Chapter 46A,Section twenty (20)days ifW the date of the filing of this decision,a copy of which, u t b filedClerk. filed in the office of the 7 own C14". C. Nightingal Chaiair-rn: ID4 Ate Signed I.Vulada Hutchetin'dci,Clerk of the TDWh of Barnstable,Barnstable COI)nty,Nussachusetts,hereby rertif-f that twenty(20)days have elapsed since the Z06-ug Board of Appeals filed this decision and tb.at no appeal of the decision has been filed in the office of die Town Cleric. Signed aidd sasled this day of_._under the pains avd penalties of pc.j wy, Lynda Rutclienrider,Town Clerk 09:21/9005 WED 13:03 FAX NSTAR tjA 002/002 ONSTAR One NSTAR Way,Wadwood,Massachusetts 02090 9230 ELECTRIC CAS September 21, 2005 Vicky Lopes P. O.Box 893 Hyannisport, MA 02647 Dear Ms. Lopez: This leUer will save as confirmation that the electric.service at 377 Bemes Way.Hyannis, MA has been removed as of September 20, 2005. . Based on this information,there is no electric power.to.ihis building and you may proceed With the demolition. 1f you have any questions,please contact me at(781)441-8673. Sincerely yours, 1('k C? Audrey Alcione New Connections Office i J ='T ` „ t i FEE-26-2006; THE 11 '33 AN KEYS°FN ENERGY FAX "40, boa 394 ra019 P C1 WNSAM Erterpy Dv�ivoryr cnci F;`O:wavy 127 Whim Pali SQUtr Yaimculh,MA 02G64 Vicky L.oppz 1'AX 508-771-3245 fall,: 377 T3CR' S Way, flyannis ThisTIII Afire is no nautral gas service tID tie above ad This li'you ha ha if"'lied by a represmative oficey.5pan pny 8 10er on 208ve any gitestiolls, please call me at 508-7 0.7 8 t�G. SpIC McMullin OPO",1eions Cost-dinator Kcyti all lye;ivery Company T i:� _906'9CSS :01 INHUAH - 01ONdNIAIJ.ID:140dA 'JE:2T FEB-28-2006 10:22 HYANNIS WATER SYSTEM 508 790 1313 P.02/02 o Dopartment of Public I oft 47 Old Yarmouth Fad, �llaterUpply I)rrr6ion P.O.Sax 326 8AM®TABM : Hyennlso PoIIA. MASS- 03601-0326 6:1 TIEU 508-77S 0063t Hyannis Water Syatam Operations FAX-"508.790.13't3 ]February, 28, 2006 Town of Barnstable Building inspector `t CD a own Hal I Hyannis,]VIA 02601 0 Z RE: Service# 4931 at 377 Bearses Way,Hyannis Dear Sir: Please be advised that the above water service was shut off and the meter removed on 2/28/06. The owner has infonned us of plans to demolish the building. Sincerely, ,2 Judy nt, CIerk Hyannis Water System bAhltAYl!{bP•�ee,eGaua,i TOTAL P.02 The Commonwealth of Massachusetts Department of Industrial Accidents 9.3 Office of Investigations 600 Washington Street Boston,MA 02111 `'M s�•'. www mas&gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Or,€an;'ation/Individual): Address: City/State/Zip: Phone#: Are you an employer? Check the-appropriate box:. Type of project(required): ❑ I am a employer with 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors '.❑ I am a sole proprietor or partner listed on the attached sheet t 7- ElRemodeling ship and have no employees These sub-contractors have 8. ❑ Demolition Working for mein any capacity. workers' comp. insurance. 9• ❑ Building addition [No workers' comp. insurance 5• ❑ We.are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or.additions ❑ I am a homeowner doing all work right of exemption perMGL -11.0 Plumbing repairs or additions myself.[No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' comp. insurance required.] 13.❑ Other any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information' �r omeowners who submit this affidavit indicating they:are doing.all work and then hire.outside contractors must submit a new affidavit indicating such 'ontractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site formation. Lsurance Company Name: )licy#or Self-ins.Lie. #: Expiration Date: b Site Address: City/State/Zip: ttach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). tilure to.secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a ie up to$1,500•.OU and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine 'up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of vestigations of the DIA for insurance coverage verification. to hereby certify under the pains and penalties of perjury that the information provided above is true and correct atum Date o v :one#: Official use only. Do not write in this area,to be completed by city.or town offcciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#• r . Information and Instructions Massachusetts General Laws chapter 152 requires-all employers to-.provide workers' compensation for their employees. ?ursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, -,xpress or implied;oral or written." An employer is defined as"an individual,,pgoershipassociation,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased-employer,or the receiver or trustee of an individual,partnership, association or other legal entity, employing employees. However:t1te owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair woik-on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,`§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings-in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required:" Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if.: necessary,supply sub-contractor(s)name(s),addresses) and phone mmber(s)along with their certificate(s) of insurance. Limited,Liability Compames,(LLC)or Limited Liability Partnerships'(LLP)with no employees other than the In or partners; are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents.-Should you have any questions regarding the law,or if you are required to obtain a workers' , compensation policy;please calf the Department at number.listed below.. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials . Please be'sure that,the.affidavit is,complete and printed legibly. The Department has provided a space at the.bottom. of the affidavit for you to fill out in the.event the Office of Investigations has to contact you regarding the applicant. Please be suie'tofill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in-any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for;future permits.orlicenses. Anew affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit_ d like to'thank you in advance for your cooperation and should you have any questions The Office of Investigations woul ; please do not hesitate`to'give`us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts . Department of Industrial.Accidents .Office of_Investigations 600 Washington-Street., Boston, MA 0211 t Tel. #617-727-4900 ext 406 or•1-877-MASSAFE Fax#617-727-7749 Revised 5-26705 www.mass.gov/dia 02-27-`06 J.n,26 FP011- T-012 .P004/004 .F-036_ s s a3 tvi K DRTE(MMtDD2YYl 2.., z..r. .:.,y> ys. l s .,;f3��s, '',� �:. "3t# •S.•.,,, E..' s�£7...r ., Ui—Ufa 1?b THIS CERTIFICATE a IS;iUED A$ A VAV —OFON PRODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE BRYDEN 4 SULLIVAN 1If5 AG HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 88 FAL140uttj RD ALTER THE 00YERAGE AFFORDED BY THE POLICIES BELOW. HYAVNIS WP.02601 COMPANIES AFFORDINC5 COVERAGE: GiIMPANY — �- 237.MY A THE TRAVELERS INDFMN7'fY COMPANY -- INSURED COMPANY _-- _---__ LSBOELIF, JAMES DBA BR6t14STABLE B coUNTY CONSTRUCTION & SEPTIC COMPANY 71 sE Tri LANE C HYF2IJNIS MA 02601 COMPANY '.w��r.,. RM12:. ,:L ta' ,.,,., 2--,,,,,.... ,.....,..,r 2„,.....•,.: .. ,. ..;. ,...,.. ..,,-,..A. .k..;.....,./ - .:J•.,:. it.,,. i,,, R S THIS IS TO CEKTIFY THAT THE POLICIES OF INSURANCE LISTED BLUJW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REGeUIREMENT, TERM ok CONDITION OF ANY CONTRACT OR OTHER BOCLIMENT WF'H RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PFERTA1N,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SLIE,JECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.. CO Y'YPEOFIPoSURANCE POLICY NUMBER POUrYEFFECTIVE POLICY EXPIRATION —� LWITs LT DATE(MMkOlAVY) DATE(VFA0QkyY) GENERAL LIABILITY (if.NEFIAL A(9*6GATE s t'OMMERCIAL GENERAL LIABILIIN !RCIDUCTS-COMPOP AGG. S CLANG MAX OCCUR PER$UXAL&ACV.INJURY r. $ OPNNER'Q 8 DCNTRACTOR'S PROT. EACH OCCURRENCE $ HRE OAMA,SE tky One hire) E MEO.`XPENSE(Arty ona parson) $ AUTOMOBILE UA6IUTY GOM6INED SINGLE ANY AUTO LIMIT $ ALL OWNED AUTOS BODILY INJURY fS+a f'arcrnJ $ SCHEDULED AUTOS I HIRED AUTOS BODILY IWI W !Part Aj,.",, nt $ NON-UWNE 0 AUTO$ I -- — PROPi;RTYDuwl -E $- OARAGE UABIL17Y AUTO ONLY.EAACCIDEVT $ ANYAUTO OTHER7HANAl�'TO ONLY: 7:: I EACH ACCIDENT S AGGREGATE $ EXCESS LIABILITY EACH OCCURHENGE _ i _ UMBRELLA FORM ' AGGREGATE 5 ^ OTHER THAN UMQRELLA FORM A WOAXER'S COMPENSATION AND UE—$$1X78G-$ 11.5) OS-19-0.5 OS-12-06 $TATUTORYLIVITS J' a EMPLOYER'S LIABILITY e Y r J EACNAOCI_D_ENY ., 1.lUul'U THE PROPRIETOHI r PARTNe WE:{EC�IJTAE INCL DISEASE_PCLI_ CYLiM�I S 50C 0,00 uPFwERBARE: K 1 F_w: I DISEASE—EACH EMPLOYEE 3 ! IUU;;JUU OTHERp a 'e 4 j (i4 co S 9-1010N OF OPERATIO4YSfLOCAT1ONSiVEHIC : 0 E L ITEMS - 4 TE1IS REPLACFr ANY PRIUR .CERTIFICATE ISSUED To THE CEtitT!'7CAfE HOLDRP. AFFEC71NU WORKERS CUIdk CUVERA�iEf" SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE ANCELLED BEFORE THE EXPIRATION DATE TMERFOI THE ISSUfNG COMPANY WILL ENDEAVOR TO MAIL e�aUI0j&)G 10 DAYS WRITT�1 NOTICE TO THS CERTIFICATE HOLDER NA IED TO THE TOWN OF EARNSTABLE LEFT,BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 367 M4.134 ST LIABILITY OF ANY KIND YPON THE COMPANY,ITS AGENTS OR REPRESENTATIVE& t?YHN FTS MA 02601 AUTHONZEOREARFcSENTATNE f /� 02-21-' 06 15:25 FRCXJ- T-012 F003/004 F-036 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the polio/'ies) must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). I If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER ER The Certificate of insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies lasted thereon. ACORo 25(2001108) '- 02-27-'06 15:25 FROM- weI T-0`12 PO02/004 F-036 AW-80 CERTIFICATE OF LIABL s e�^�/ INSURANCE --- CSR BTU DALE z2-1/06 BARNS-5 02 27 06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Bryden & Sullivan Ins Agency HOLDER.THIS CIERTIFICATE DOES NOT AMEND,EXTEND OR 88 Falmouth Road ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Hyannis MA 02601 Phorae:508-775-5060 Fax c 508-790-141Q INSURERS AFFORDING COVERAGE NAIL# INSURED �_--� INSURER A: National Grange Mutual 14788 aames LeBOeuf DBA INSURERB: ~— _ Fsa>rnstable County COAStructi,on — — —r----- & Septic Service INSURERC: 71 Beth Lane INSURER U: - Hyannis bik 02601 _ INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN OWED TO THE IN5URE0 NAMED ABOVE FOR THE POLICY PERIOD INDICA'rEO.NOTWITHSTANOING ��- ANY REQUIREMENT,T4RM OR CONDITION OF ANY'CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSURD OR MAY PERTAIN,THE INSURANCE AFFORDED BY YHE POLICIES OESCRI19ED HFREIN iS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE UMITs EiOWN MAY HAVE 6FFN REDUCED BY PAIDCLA':MS. 95R- T� P(iCT:YEKF7:' PO��I ElCPTRfi7{6 -- --- LTA NSR TYPE OF INSURANCE I POLICY NOMBER DAME I�MIDDIY DATE(-MMIDD,°YY - LI�AFC5 GENERAL LLABILITY I -- EACH 00CURRENCE $ 1,0FiGE ro. 0 r b00 A X COMMERCIAL GENERAL0ABILITY M S01257 09/01/05 09/01/06 PREMISE81EatiaN u�nou) $ 500,000 _ CLAIMS MADE EK OCCUR MEO(XP(Any one Person) 5 10000 _ 1 PERSONAL&ADV INJURY $ 1.1000,000 GENERALAOCREGATE $2 000 000 7 p GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AG_G-� Q 000 POLICY JECT LOC -- AUTOWBILE LIARIUrY COMBINED SINGLE LIMIT $ ANY AUTO (Ea acadent) ALI.G AWED AII)TO$ BODILY INJURY SCHEDULED AUTO'3 (Per WWI) $ MIRED AUTOS ---"'�`— E1OO!LY INJURY $ NON-OWNED AUYO.5 (Per accidant) —�-- PRO'PERTYDAMAGE (Pv accidont) $ 4ARA435L1A81LITY ' AU TO ONLY-EAACG!DENT $ ANY AUTO T v OTHER THAN EA ACC $ - — AU TO ON_Y: AGG S EXCES51U43BRELLA LIABILITY EACH OCCURRENCE $ OCCUR I� CLMM-SMADE AGGREGATE l--_ELATE ]:D'1Gr)F1U1NC-T,11BLE $EON WORKERS OOMPENSATION AND A TORY LIMIT$ATU- J EMPLOYERS'LIABILITY I ANY PROPRIETOWPARTNEWEXECUTNE E,t EAOH ACCIDENT $- -- - {I OFFICERIIBER EXCLUQc07 E.L. Ites,describe under DI5EASc EH E.hflPLOYEE $ yy SPECIAL PROMSION8 brslaw - F..L.DISEASE POLICY LIMIT 3 DESCRIPTION OF OPERATIONS l LDCAT141N$1 VEHICLES/EXCLUSIONS ADDED 8Y ENpORSCMENT 1$Pl;CiAL PR ISN7WS I SEPTIC INSTALL, SERVICE & ,REPAIR - A WOR RS COMPENSATION CERTIFICATE HAS BEEN REQUESTED TO BE ISSUED DIRIVCTLY BY THE INSURANCE CCbPANy I CERTIFICATE HOLDER CANCELLATION TOWN-2 8 SHOULD ANY¢F THE ABOVE DESCRIBED PQLICIE$Sri CANCELLED BEFORE YNE EXPIRA ioN DATEYHEREDF.THE 18W.JiNG INSURER WILL ENDEAVOR TO MAIL 10 _ DAY$WRITTEN TOWN OF L',7 WNSTABLE NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DC SO SHALL BUILDING DEPT FAX: 506-l 90-623 0 IMPOSE NO OBLIGATION OR LLARILITY OF ANY KIND UPON TAG INSURER,frS AGENT$OR 367 &FAIN STREET L REPRE.SENTATiM0. -H]'Phldl418-1qA 02501 AU� IIfiENTATN ACORD 25(2001100) - ACORr7 CORPORATION 1968 E2-27-'06 15:25 FROM- T--012 10001i004 F-036 Bryden&Sullivan Insurance Agency 88 Falmouth lid Hyannis MA.02601 Phone 508-775-6060 Fax 508.790-1414 FAX To: #of pages: Company: Fax#: �37 Frorn: ®� _ _ -�� Date: 40 Re: ,Q o r M sage: L�---144 4w— L44Lt,.- i Town of Barnstable ti Regulatory Services mmsTABt i.E, Thomas F.Geiler,Director A�E1639.&`� Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,'MA 62601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, \t ,as Owner of the subject property herebyauthorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signature of Orr Date Print Name Q TORM&O WNERPERMISSION Town of Barnstable FIME rqy� Regulatory Services Thomas F.Geiler,Director BMWSPABM = Building Division MASS. r� 1639• �� Tom Perry, Building Commissioner ACE p LA s 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 i PROCEDURES FOR A DEMOLITION PERMIT 1. The following departments, located at 200 Main Street,must sign off on the permit application: Conservation Commission: available from 8:30-9:30 AM or 3:30-4:30 PM Health Department: available from 8:30-9:30 AM or 3:30-4:30 PM F';5�,fax Collector Treasurer [ ,,-'Aistoric Preservation Commission �r 2. Historic Di cxf"t Commission,200 Main Street, approval required prior to construction/demolition for any prope ' located in a Historic District: d Kings Highway Historic District(north of the Mid Cape Highway) ❑Hyannis Main Street Waterfront Historic District(See map for boundaries) 3. ❑Specify on permit where demolition debris is to be disposed of 4. cation that all utilities are shut off is required. Gas�`�IL i lectric ❑Barnstable Engineering if on Town Sewer(no certification needed if on-site septic system) 5. EWorkers Compensation Insurance Affidavit form must be su tted if more than one person will be ' volved in the work. (� lam' �- � Property Owner must si er a er of Permission 7. ❑Fee to be paid. I Note: Dumpsters with a capacity of 6 yards or greater require a permit from the Fire Department having jurisdiction pursuant to 527 CMR 34 i q:forms:demoperm rev.010505 NOTES I RECE PD� ATE lJ�(/-� NO. 7042 Y Y RECEIVED FR)A� ADDRESS vv FOR �^ ACCOUNT HOW PAID — —aQQ AMT.OF CASH " I ACCOUNT AMT. CHECK PAID (i BALANCE MONEY BY DUE ORDER —nc NoigggiFoRme 81.80 i i uwN Ur'BAXNV IABLL+' BUILDING.PERMIT APPLICATION Map li Parcel Permit# _ Health Division 61 Date Issued _ 41 Conservation Division / �j Fee EYJSTINO SEPTIC SYSTEM Tax Collector LIMITED TQ-,#OF 9EDR0e9Aigcation Fee Treasurer Planning Dept. Checked in By Date Definitive Plan Approved by Planning Board Approved By Historic-OKH Preservation/Hyannis Project Street Address 3 , Village AAA _ Owner Address oX Telephone - �fi cxrz9-�l Permit Request &A#IWIIC &IS%ivC Ja JO�0/��__�___1PD�y� Lt/t y®®ash', AAA Square fee0st flw: existin 601 proposed 4�" 2nd floor: existing proposed Total new Valuation Zoning District Flood Plain Groundwater.Overlay Construq@n Type �o Lot Size'25 Grandfathered: ®Yes O No If yes, attach supporting documentation. 1' /Q1 Dwellibg TypeSingle F mily Two Family 0 Multi-Family(#units) 5, Age of Existing Structu a Historic House: ❑Yes kNo On Old King's Highway: ❑Yes ❑No Basement Type: kFull Cl Crawl ❑Walkout ❑Other - V Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of_Baths: Full: existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas 4,Oil ❑Electric ❑Other Central Air: 0 Yes kNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes O No Detached garage:O existing ❑new size Pool:O existing O new size Barn:0 existing O new size Attached garage:O existing ❑new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# ---Proposed Use BUILDER INFORMATION —'Name zle,4 Telephone Number/\ —Address f1f License# <� 01. Home Improvement Contractor# / Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO IGNATURE DA E' Commonwealth ®f Massachusetts Board of Building regulations and Standards Manufactured Buildings Program ' LABEL REQUEST FORM This Section for State Use Only Date Processed Label Numbers: Issued by: Fee Received $ /o 0 , 00 l 6 a l j o Check Number s3 -� This Section to be Completed by Manufacturer- PLEASE PRINT OR TYPE SECTION 1 - MANUFACTURER INFORMATION BBRS\DPS I.D. # f S 7 3 Manufacturer Name ®,,, Jjo„t Es MC # d 0 Street City/State Zi / I' S84 ) ,S Aa Telephone Number: (5� 3 y— Je7o f Fax Number: Manufacturer-Plant Inspector ` p Third Part A�enc TPIA# Y ' b Y S C o i4T� nw Number of Labels Total Amount Attached $-%d v CIO r Oro Serial Manufacturer's Model C jfi°E-`�Co off L ! Number //© A Designation SECTION 2 LOCATION OF BUILDING Street 9 6£ 4 City/State/Zip i-/Mn!wl�S 1974 Oa &ell ! SECTION 3 - BUILDER/DEALER/CERTIFIED INSTALLER INFORMATION Builder/Dealer £�� Street ' o &X Ys 9 Citv/State/Zip 1y, lf s 70ty S in e'4 4 4t Certified Installer d 5f-7-- Licensed Construction �.A7 - License.Number: GS a 6 ? Supervisor Il€Lz £Y Expiration Date: y/a 2�0 This form shall be completed by the manufacturer when requesting manufactured building labels. All information shall be clearly indicated. Incomplete forms will be returned to the manufacturer unprocessed. This request shall be forwarded to the BBRS/Dept. of Public Safety 167 Lyman Street/P.O. Box 1063 Hadley Building- Ground Floor Westboro, MA 01581 Bbrs\Forms2\mfgLabetRequest March,2004 Job Truss ��I'�T(7�ED Oty Ply JPENN LYON 212 PA - 31835 ;) CC264702 TIC 1 1 PA5542 REF 9 2124694 Universal Forest Products Inc.,Grand Rapids,MI 49525,A.J.Strong 6.200 a Feb 11 2006 MITek Industries,Inc.Mon Jul 18 09:06:55 2006 Page 1 13-9-0 - 27-6-0 DETAIL A IIHNllelrlrt, 13-9-0 13-9-0 DHP--18 a1Fnl^liulA,'., O F N E IV r tIEW �`L°OF VS4'!a Conn.375lb '�I`O A -( F �4 . �G,,••••••.,, o e O 1.we t.we r`°�� F. Ry 3 ,P W• FRF O9 40 tto �Q� W, pR 03 ,`o^ 6 2.6 TI benlr.nd t ) `A,r, \Xl R 1E4N,y2� `r'L a :jam? FF'• Nm.h nP -r (rTP) B+,4. Zy;d� KEVIN W ti H J ° t # 1 * h FREEMAN m e}:x N0.8024 zi• 12.00 12 'Y "[( L i h ,. 4- 41' A . 0-3•0 E = C wq 1039D STRUCTURAL I ` 12 �.; T7 'd: :/S� nn .•e w IrCEN6�� 4yW a9: ' DHP18\\ aA•. W(, Z z 2 O'•, trig DETAIL B S O•,• �� Ip - \ ? �/ b 5 7.-- JIs4.8Seeeulletln05-02 17 •.vo•B69A� •Q\'��4' tip OT6683•, �t\� 'rS/ONAL�N0. '.,�LpSCfM9 a�� 4 e for connection details DHP•18 $� `•�,r>` A O N\, ey�y„�C7NALnd• Placement �iy,r UNIA�10`arp p BEHieE W99 v %LOE i FE8810 •.ryeCONF. IfNOtyWE AF4 Optional Q•�� i' Q�+Oel:Oo SSIONALy-t` tv\ �2i6p ;y o'JIEALTN OJce�hJ ar r G.1 0-A �-:' �•.'L :� 1,% BEHiOD WB 14 8 0 BEH18D Side St6p Plate ; e*e'�,-,�, ,, '*_ * •:,v �r°� c�: axe=z o-3-o fo (patent pending 9y1: KEVIN W,FREEMAN 7 o Z o t axe= . 22168 .-qy _ �• F2U 3> gNlry� H tt 't' "F I;CENSE� ': c ENGIN E8 9 .. �P C KEVIN W, FREEMAN Z 4= /4 B7 12 Jls.12&14 ".,�SS,pN......C��. ss0 F DES G\? Ls A No.034010 AL I IV Conn.474(lb) 13 Conn.469(lb) 0 QO,�a Conn.731(Ib) See A040803(Detail A) •■kF \�,r 0-1•8 6-6-0 13-9-0 21-0-0 for SideStep details sae#S/ONAL'e 4 F# 0-1-8 6-4-8 7-3-0 7-3-0 27-4-8 276-0 4He1' -8 eeN Plate Offsets XY: 2:0-0-11 0.0-0 3:0-0-11 0-i-2 5:0-1-14 0-1-8 7:0-1-14 0-1-8 9:0-0-16048 10010-11 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) Uden Ltd PLATES GRIP LOADING(pal) LOADING(pal) LOADING(part TCLL 18.0 TCLL- e,4 24.0 TCLL 32.0 Vert Plates Increase 1.15 TC 0:55 0.34 13-14 >474 240 MT20 1g7/144 tLL) (Ground Snov30.0) (Ground Snow5.0) (Ground Snowe60.0) Lumber Increase 1.15 BC 0.59 Ven(TL) 0.32 14 >505 100 Mille 141/138 TCDL 10.0 TCDL 15.0 TCDL 20.0 Rep Stress Incr YES We 0.46 Horz(TL) 0.01 11 n/a n/a BCLL 10.0 BCLL 15.0 BCLL 20.0 Code ISC2003ITP12002 (Matrix) Weight:181 lb BCDL 10.0 BCDL I5.0. BCDL 20.0 LUMBER Max Orav 3)Wind:ASCE 7-02;170mph @121n o.c.;h-31)ft;TCDL-6.OpsC 13)Ceiling dead load(5.0 part on member(s).3-4.S-9,4-8 TOP CHORD 2 X 6 SPF No.2'Except' 11 1079(lood case 1) BCDL-6.OpsY Category II;Exp C;enclosed;MWFRS gable end and 14)Bottom chord live load(30.0 pal)and additional bottom chord Ip) T1 2 X 8 SPF No.2,T2 2 X 8 SPF No.2 C-C Exlerlor(2)zone;Lumber DOLm1.60 plate grip DOL-1.33.This dead load(0.0 ps0 applied only to room.13-14,12-13 'Alternate' T1,T2 2 X 8 LSL Truss Grade FORCES (lb)•Maximum Compression/Maximum Tension twos is designed for C-C for members and forces,and for MWFRS 15)Provide mechanical connection(by others)of truss to bearing T12 2 X 4 SPF No.2,T14 2 X 4 SPF No.2 - TOP CHORD for reactions epeclned. _ plate capable of withstanding 68 lb uplift at joint 13.339111 uplift at BOT CHORD 2 X 10 SPF No.2 1.2 - -10011651 2-3 v -930/606 4)TCLL:ASCE 7.02;Pg<30.0'psf(ground snow);Psm16.0 peI(root joint 1 and 339 lb uplift at joint 11. WEBS 2 X 4 SPF Stud*Except' 3.4 760/793 4-5 - -277/185 snow);Category II;Exp C;Partially Exp.;CI=1;IBC 1607.11.2 16)This truss is designed In accordance with the 2003 International BRACING W99 2 X 6 SPF No.2 5.6 m -164/203 6.7 a •158/206 minimum roof live load applied where required. Building Code section 2306.1 and referenced standard ANSI/TPI 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 e -930/607 10.1 t - -10011851 6)Unbalanced snow loads 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 puffins. BOT CHORD ' BOT CHORD re This Imsa tee been designed as per IBC Sect.1805.3.1.1 Load 18)This truss has been designed to meet 2002 BCNYS see 2303.4 Rigid 1-14 -38I1887 13-14 388/867 reduction,for multiple live loads. (Building Code of New York Stale).-WEBS 12-13 directly applied or 8-3-12 oc bracing. 12.13 m •3861667 l l-12 - •365/667 8)All plates are MT20 plates unless otherwise Indicated. 19)This truss has been designed to meet 2002 RCNYS R802.10.2 W.�FtGw,et,mlgpl 4 8 WEBS 9) See BEHIS DETAILS for plate placement. (Residential Code of New York Slate). .y$ (lb/size) 4.8 S75/B7S 3-14 =-•301l474 10)Provisions must be made to prevent lateral movement of hinged 20)Take precaution to keep the chords In plane,any bending or REACTIONS (Ib/olze) 9-12 2971469 member(•)during transportation. -. � twisting of the hinge plate must be repaired before the building Is 60 910-3- -`1rL Or 4�� 11)See DHPIB DETAILS for plate placement(DHPie Patent put Into service. -•-�, 107910.3-8 %P i-1 NOTES �+` { Pending). 21)Based on CC264701. �nrw^. 1 1079/0-3-8 {' 1)Wind:ASCE 7.02;120mph(�241n o.c.;ha3011;TCoL•3.Opsf; „< , ax f(o KEVIN W. 12)All additional member connections shell be provided by others for 22)Revision: Lowered TCLL from 60M. � FREEMAN BCDL=3.Opah Category II;Exp C;enclosed;MWFRS gable and zone forces as Indicaled. w 1y- -��"" 822(load case 7) CIVIL .and C-C Extedor(2)zone;Lumber DOL-1.60 plate gffp DOL-i.33. LM ax Uplift No.42980 This trues Is designed for C-C for members and forces,and for UnNenel Forest A•d Inc. zest EAST 9ELTUNE AD,NE *t A WARNING -Verify design parameters and READ NOTES 17 C-.r" _ t7--yryy�v •56(Ioed case 10) �F' F,V�W MWFRS for reactions specified. PNONE(B181Ja16161 FA1((a16)-]85A se GRAND RAPIDS.MI e85 . ,_•al r =. •AA -339(load case 11) \S�/a`1��v� ) p Q P TNe ouBElno.vmovt.nn.•vroy e••na•uomarm m•lo•e.rwl•a on lnN ar•.,Inp.Gvmlluelron•m umr,v mrce•b.v.nw ee•n eorom.r.a.Tn.wne•r I•r••P.n•Iets 0 2 Wind:ASCE 7-02;147m h 18in o.c.;h�30f1;TCDL=4.5 sh �•hAJQ BCDL-4.5 mf melhodurW•Y•nm dadan.evader m•Perolbeeauudennw Wv•edbn i.eelTPII•Zao1.TN•dedCnaeases enly uP.nD•r•melen•herm..rb le for '1 •` -339(loed case 10) paf;Category ll;Exp C;enclosed; gable end end'� ,,• 'Ma : a. m . sPv. PPw,a,roae•tConooe..umnP•a.eb.u.4..n.C.• ryel bw mns _ •-flon 13 M 683(load case 13) truss is designed for C-C for members and forces,and for MWFRS 1•the...o 11,lnly•the endm.AAdn,malprm.-I b-1,e the"I'll.wdt 141"o•P-RI111y enbe banding d,,Iaror.F.,0•ror61 C.Id•nn n.,,dit 1079(load-case-1) ----- - - --- -for.reactions.specified- __. - _fbt,,IIn.avdnr< 4,1.•Ions..sem,.rv..nenon end bhe.Ins.-.dt OSTae Duds,81-re.oss-ese ma sP.0k.11-..nd M1841 H.nmms mddlins•nd m.dns "'� - - Rae•mmeMaeen.vdn.lb lrvm Trua•Pl.b lneNNa BaeDOnofdb Orlve M.eh.n WI a171e J:bu-brledlleFav warn I.I.aW.I�• o x MiOaSl.wNvenvlForoN Pr.eudli Ina '" --- TRUSS BREAKDOWN TRUSS#CC264702 PROJECT#05-319 'Note,this is not a true representation of the truss Rxn 1 Rxn 7 341.5 r Pro Rate For 25 Truss Snow Load 45 Balanced Snow Load 17.5 SPACING :12" O.C. C 16" O.C. 0 24" O.C. WEIGHT DISTRIBUTION TOLL 24 PSF TCDL 15 PSF BCLL 15 PSF BCDL 15 PSF LOADING Rxn 1 0 PLF DL FA�P�v y i� �T1"0R I0N Rxn 7 74 PLF LL Rxn 7 69 PLF DL Ilk `,,`'ttatffllff/ff�f�ej G � a E j Multi-Loaded Beam[99 BOCA National Building Code(97 NDS)1 Ver:6.00.81 By: craiq simpson , penn lyon homes on: 10-27-2005: 1:35:26 PM 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.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 Elasticity: E= 2000000 PSI Stress Perpendicular to Grain: Fc-perp= 1020 PSI Adjusted Properties Fb'(Tension): Fb'= 3492 PSI Adjustment Factors: Cd=1.15 Cf=1.03 Fv': Fv'= 334 PSI Adjustment Factors: Cd=1.15 Design Requirements: 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): ra T!4 Areq= 8.24 IN2 P,��,tRCO.4AL L;[,'j;z=,t .e A= 69.38 IN2 Moment of Inertia(Deflection): ` u L Ireq= 491.30 IN4 F�L° l= 494.66 IN4 > ire LFACTORY J ED �t ORDMITED TO T 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-lb) 0 -10000 -20000 2 -1 Deflection (in) 0 1 2- 1.175 in @ 11.8 ft Center Span =23.67 ft Controlling Load Cases: Shear:Critical shear created by combining all dead loads and live loads on span(s)2 Moment:Critical moment created by combining all dead loads and live loads on span(s)2 Deflection:Critical deflection created by combining all dead loads and live loads on span(s)2 LOADING DIAGRAM A B Center Span =23.67 ft Reactions xP?p,0VA! (_a'_.;' Live Load Dead Load Total Load Uplift Load A 876 Lb 1073 Lb 1949 Lb 0 Lb B 876 Lb 1073 Lb 1949 Lb 0 Lb a sr°=aau; rr_i Center Span 'O< Uniform Loading r _ _ APPROVED Live Load Dead Load Self Weight Total Load _ F3 W 74 Plf 69 Plf 22 Pif 165 Plf NOV 0 1 2005 F,'CT0 Y Dm.T PsToN Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheckSoftware 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 CONSTRUCTION TYPE: 1 or 2 Family,Detached ��;t', HEATING SYSTEM TYPE:Other(Non-Electric Resistance) r�; '+ WINDOW/WALL RATIO:0.09 DATE: 10/27/05 DATE OF PLANS: 10/21/05 `<��\ 't•�'\\= V-,�.1...:: `r,Ji.`tom PROJECT DESCRIPTION: BUILDER-KELLY INDUSTRIES / - -` ; CLIENT-LOPEZ#2 COMPLIANCE:Passes ~� r Maximum UA=349 Your Home UA=273 """' 21.8%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door erimeter R-Value R-Value U-Factor 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 the applF&W� M—and Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shah�b o gr-ate k� 05 APPROVAL L IMM1 0 To FACTOR'S BUILT SORT!9�i �v� R i than 125%of the design loa specified in c'ons 780CMR 1310 and J4.4. Builder/Designer Date I PA I i i I t ••-. II 3. APPRVED C;t ?;Cj Lj APPROVAL LIMITED TO FACTORY OVIC'POM i ION lk REScheck Inspection Checklist Massachusetts Energy Code RES checkSoftware Version 3.6 Release 1 DATE: 10/27/05 PROJECT TITLE:PROJECT#05-319 Bldg. Dept. Use Ceilings: [ ] 1. Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: [ ] 1. Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: [ ] 2. CAPE SECTION WALLS:Wood Frame, 16"o.c.,R-30.0 cavity insulation Comments: Windows: [ ] 1. Window 1:Vinyl Frame:Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? [ Yes[ ]No Comments: � 'A Doors: Al' " _ ':` �`., I% n [ ] 1. Door 1: Glass,U-factor:0.500 1FAG 3 0. Comments: [ ] 2. Door 2: Solid,U-factor:0.230 Comments: [ ] 3 Door 3: Solid,U-factor:0.160 Comments: r? � K`--_ gz Floors: i. v- w [ ] 1. Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation `h Comments: Air Leakage: [ ] 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 shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 0 944 L/s)air movement from the the conditioned space to the ceiling cavity. The light* g fixtuAPPROVED shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be la> led. PES CORP APPRO L LIMITED TO FACTOR 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. ��7 �i✓L f '_ .._`. ,:.-: rye, AA i,� 'y•.`. __ 7APPROUVED/�p r- APPROVAL LIMITED T4 FACTORY SUIT P4RTlON Table 1: Mininurm Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulatine Runouts Circulating_Mains and Runouts Temperature f Fl Up to 1„ IJp to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Tvpes Ranae FA 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) ACT o\\5141fi1;�41tPit%, ve aim Fiol.; • _ - csi APPROVED _ PF3 CCRP APPROVAL LIMITED TO FACTORY BUILT PORTION j HYANNIS -V_ 28 LOCUS EXISTING > It SEPTIC SYSTEM II rn SHOWN PER TIE CARD (TO REMAIN) UPOLEOD Ln II �iP A.M. 292 f, U) PAR. 25 �Ql ' l z � Il II M LOCUS MAP II U� NJ \ (,n On . II PLAN REF: NO PLAN (SEE NOTE) Cl 0 N DEED REF: 19741/166 o ZONING: ,.RB„ o. �P�� y N� ASSESSORS MAP 292 PAR. 24 \01 � \ / JE I FLOOD ZONE: „C.. G G \ GROUNDWATER PROTECTION \O DISTRICT: „AP„ A.M. 292 Od EXISTING HOUSE��, o PAR. 35 CB/NAIL o. %. TO BE RAZED CB/DISK ' yo i�;. ..�; \ �5 .NG� o u PLOT PLAN rn i i i �. + D II LOCATED AT: A.M. 292 `J-' � ,'� O x II PAR. 24 `sw �� II #377 BEARSES WAY z CD AREA=7,313f S.F. / �� II H YAN.N I S, MA. P (� (\Q II PREPARED FOR: �� II VICKY M . LOPEZ 18" MAPLE / #371 - DECEMBER 4, 2005 A.M. 292 PAR. 99 A.M. 292 PAR. 23 { �. SCALE: 1"=20' @' ®� c� � SHED e3 G6 MacDougall Surveying �a CCYk-E & Associates 9 P.O. Box 2428 I` Mashpee, Ma. 02649 �bVIVVIq �� f 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: macdougallsurvey FOR RECORDING AT THE REGISTRY OF DEEDS BE MADE. ®comcast.net SHEET 1 J# 1018 `1 STATE APPROVAL SIAMP PROJECT NO. SERIAL NO. DESIGN CRITERIA BUILDING INFORMATION ENERGY PROVISIONS 05-319 ----- CONSTRUCTION TYPE:5B WOOD FRAME FLOOR AREA 1ST FLOOR: 1214 SO FT RESCHECK ANALYSIS SHALL BE PROVIDED TO THE LOCAL BUILDING OFFICIAL WITH USE GROUP:R4 2ND FLOOR:623 SO FT EACH SUBMISSION. APPLICABLE CODES - MASSACHUSETTS 1) Lyk.jN IMPORTANCE FACTOR: 1.0 TOTAL: 1837 SQ FT MA Fuel /Gas / Plumbing Code GROUND SNOW LOAD:Pg =25 PSF VOLUME:1ST FLOOR:9712 CU R 2ND FLOOR: 4984 CU FT SITE WORK MA State Building Code, 6th Edition FLOOR LIVE LOAD: 4o PSF SMOKE DETECTORS REVIEWED 1993 BOCA National Mechanical Code w/Amendments FLOOR LIVE LOAD(SLEEPING 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:40 PSF OR 100 PSF OCCUPANCY LOAD:1214/200= 6 PER IST FLOOR RAMPS, RAJUNGS, EXTERIOR LIGHTING, ECT. BAR SABLE BUILDING DEPT. DATE 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 HEREINAFTER REFERRED TO AS THE MASSACHUSETTS FLOOR DEAD LOAD: 10 PSF TYPE OF FIRE SUPPRESSION: N/A SUBSET) ARE THE PROPERTY Of PENN LYON HOMES CORPORATION (HEREINAFTER FIRE DEPARTMENT DATE ATTIC STORAGE DEAD LOAD:20 PSF REFERRED TO AS PLH). THIS SUBSET IS INTENDED TO SHOW A TYPICAL PLAN LAYOUT BOTH SIGNATURES ARE REQUIRED FOR PERMITTING ROOF DEAD LOAD: 17 PSF AND ARRANGEMENT AND IS INTENDED TO SHOW THE PLH BUILDING MODULE IN DATE DESCRIPTION BY CAPE SYSTEMS COMPLIANCE WITH ALL STATE CODE REQUIREMENTS AND STANDARD ENGINEERING PRACTICES WALL DEAD LOAD:90 PUT IN ORDER FOR THE GENERAL CONTRACTOR TO OBTAIN BUILDING PERMITS. NO PART OF 10/20/05 SUBSETS MEB WIND SPEED:VS=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 WRITTEN 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 UNAULHORIZED USE OF THIS SUBSET IS PkOHIHIIEU. ��C • /� 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 / L PO BOX 27 AIRPORT RD. 2877 SKATETOWN ROAD Sds(MAX) = 1.17g TYPE OF CHIMNEY AND VENTING SYSTEM: A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. SELINSGROVE PA 17870 BLOOMSBURG PA. 17815 SOIL SITE CUSS:D DIRECT VENT GAS FIREPLACE THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE. (570)374-4004 (570)784-8396 SEISMIC PROVISIONS:EXEMPT LALDIMENSION LINES AND NOTES SUPERSEDE ANY SUCH REFERENCE. \ - (800)788-4754 INTERIOR FLAME SPREAD: NOT GREATER THAN 200 CERTIFICATION NUMBER: MCI 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 SHEET DRAWING TITLE DATE REV SHEETS SHEET DRAWING TITLE DATE REV 2. ALL EGRESS OPENINGS SHALL HAVE A MINIMUM OF 20'W X 24'H WITH A CLEAR OPENING $ At COVER SHEET 2/2/05 % S17-SIB SHED DORMER SIDE WALL JAMBS 2/2/05, d OF 5.7 SF. SILL HEIGHT SHALL BE A MAXIMUM OF 44"ABOVE FINISH FLOOR. EGRESS Y A1.1-A1.6 SPECIFIC HOUSE PLANS 2/2/05 X S19 SHED DORMER SIDE WALL COLUMNS 2/2/05 OBTAINED FROM NORMAL OPERATION OF WINDOW. a s' $ A2-A3 TYPICAL MODULE ARRANGEMENTS 2/2/05 Y S20 SHED DORMER END WALL HEADERS&COLUMN$ 2/2/05 3. ATTIC ACCESS SHALL BE A MINIMUM CLEAR OPENING OF 22' X 30"AND BE PLACED NEAR g A4 TYPICAL 2-BOX FIRST FLOOR PLAN 2/2/05 % 521 SHED DORMER SIDE WALL STUDS 2/2/05 4 _ THE MATING SIDE OF THE MODULE. 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 DATE PRODUCTION BY 5. MINIMUM HABITABLE ROOM SIZE IS 70 SF. MINIMUM DIMENSION IS 7'-0'. % A6 DOOR&WINDOW SCHEDULES 2/2/05 % S23 RAFTER TABLES 2/2/05 �; 6. FURNITURE IS SUPPLIED BY OTHERS. % A7 BAY/BOW WINDOW OPTIONS 2/2/05 Y S24 OVERHANG DETAILS 2/2/05 j 7. ALL PROJECTIONS SUCH AS BAY AND BOW WINDOWS, WALK OUT BAYS, ETC., ARE INSTALLED ON-STIE(OPTION TO BE INSTALLED BY PLH). $ A8 INSULATION SCHEDULE 2/2/05 S25 OPTIONAL ROOF SYSTEMS B C 2/2/05 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 ti BUILDING PAPER WITH 4° MINIMUM LAP OVER SHEATHING FOR WEATHERPROOFING MODULES. % AIO TYPICAL BATHROOMS 2/2/05 S27 OPTIONAL TRANSVERSE HIP ROOF SYSTEM G 2/2/05 A, BUILDER: KELLY INDUSTRIES BOTTOM ROW OF SIDING IS TO BE INSTALLED ON-SITE. Y A11 HOUSE FIRE SEPARATION DETAILS 2/2/05 S28 OPTONAL WEDGE HIP ROOF SYSTEM H 2/2/OS JOB NAME: LOPEZ #2 9. ALL HANDRAIL AND GUARDRAIL IS PROVIDED AND INSTALLED ON-SITE BY OTHERS. (OPTION -- ° MODEL: CAPE CORAL SIDES AIRW BE PROVIDED AND At2-A14 GARAGE FIRE SEPARATION DETAILS 2/2/05 S29-S30 HIP BEAM AND RAFTER TABLES 2/2/05 INSTALLED BY PLH). GUARDRAILS ARE REQUIRED ALONG ALL OPEN AT FIRE SEPARATION ASSEMBLIES 2 5 S3 2 01-S32 OPTIONAL VAULTED RAFTER ROOF SYSTEM 2/2/05 8 SDES OF STAIRS, STAIRWELLS, BALCONIES, ETC. A MINIMUM OF 36° ABOVE THE FLOOR (34° // �� MINIMUM ON STAIRS).VERTICAL OR HORIZONTAL RAILS SHAM PROHIBIT PASSAGE OF A 4" % A17 TYPICAL 2-BOX ELEVATIONS 2/2/05 S33 OPTIONAL ROOF DORMER 2/2/05 SITE LOCATION: ' HYANNIS, MA SPHERE. HANDRAILS ARE REQUIRED ON BOTH SIDES OF STAIRS AT MINIMUM OF 30"ABOVE Y E1 TYPICAL 2-BOX ELECTRICAL PLAN 2/2/05 S34-S35 OPTIONAL CHIMNEY 2/2/05 THE NOSING AND A MAXIMUM OF 38°ABOVE THE NOSING. Y F1 TYPICAL 2-BOX FOUNDATION PLAN 2/2/05 S36 OPTIONAL PORCHES 2/2/05 j 11. VINYL OR ALUMINUM VENTED SOFFIT PROVIDED BY PLH AND INSTALLED ON-SITE BY OTHERS. COUNTY: BARNSTABLE 10. RAIN GUTTERS AND LEADERS ARE PROVIDED AND INSTALLED ON-SITE BY OTHERS. Y M1 TYPICAL 2-BOX HOT WATER BASEBOARD PLAN 2/2/05 S37 OPTIONAL WALK OUT BAY/BUMPOUT RAFTER ROOF 2/2/05 _ y .e� 6 (OPTION TO BE INSTALLED BY PLH). % M2 TYPICAL 2-BOX ELECTRIC BASEBOARD PLAN 2/2/05 S38 OPTIONAL BOLT-ON BUMPOUT WINDOW SEAT 2/2/05 ZIP CODE: 02601 p`O o SEISMIC CATEGORY: B 12. ALL EXTERIOR LIGHTS ARE INSTALLED ON (OPTION TO BE PROVIDED BY PLH). % P1 TYPICAL PLUMBING DETAILS 2/2/05 Y S39 TYPICAL STAIR DETAILS 2/2/05 _ 13. CORNER POSTS MAY BE INSTALLED IN THE FACTORY BY PLH OR ON-SITE BY OTHERS. % P2 PLUMBING NOTES 2/2/05 Y S40 FIELD SHEET 2/2/05 w`At 14. PLUMBING ACCESS PANELS WILL BE PROVIDED PER APPLICABLE CODES. rx. � ( 9)� 25 PSf % P3 TYPICAL 2-BOX DWV PUN 2/2/OS Y S41 FASTENING SCHEDULE 2/2/05 06/24/05 SNOW LOADP 15. FINISH CONSTRUCTION FOR THE ROOF INTERSECTIONS (PEAKS RUNNING PERPENDICULAR) IS ca 'ik. WIND SPEED (V3S): 90 mph THE RESPONSIBILITY OF OTHERS. $ P4 TYPICAL 2-BOX PLUMBING SCHEMATICS 2/2/05 % S42 MISCELLANEOUS FASTENING 2/2/05 k; ;,;-s- 16. ALL METAL SIDING MUST BE GROUNDED PER ARTICLE 250 OF N.E.C. (ON-SITE BY OTHERS) % St 2-BOX CROSS SECTION 2/2/05 X WI-W18 90 MPH WIND CONNECTIONS 2/2/05 17. ALL STRUCTURAL MEMBERS SHALL MEET OR EXCEED THE MEMBERS SPECIFIED BY THE S2 RAFTER ROOF SYSTEM 2/2/OS W19-W36 120 MPH WIND CONNECTIONS 2/2/OS �PRov P•. PENN STRUCTURAL ENGINEERING CALCULATIONS AND BE GRADE STAMPED. r 18. BATH FAN/LIGHT TO PROVIDE AN AIR EXCHANGE OF 50 CFM (85 CFM (RI)). KITCHEN Y S3 FLOOR GIRDER&FOUNDATION LOADS 2/2/05 W37-W54 SHED DORMER 90 MPH WIND CONNECTIONS 2/2/05 r"P ,`,�`� �:L ; t _� i'� EXHAUST FAN TO PROVIDE AN AIR EXCHANGE OF 100 CFM. % S4 MARRIAGE WALL HEADERS&BEAMS 2/2/05 W55-W72 SHED DORMER 120 MPH WIND CONNECTIONS 2/2/05 P (OLYON 19. SHOWER AND TUB/SHOWER PROTECTION SHALL BE PROVIDED PER CABO. % S5 MARRIAGE WALL COLUMNS 2/2/05 20. FASTENING OTHER THAN THAT SHOWN ARE TO BE IN ACCORDANCE WITH THE IRC STANDARD % S6 SIDE WALL HEADERS 2/2/05 ;; FASTENING SCHEDULE. 21. FOAM SEAL GYPSUM BOND-2100 SYSTEM IS APPLIED IN ACCORDANCE WITH MANUFACTURES % I S7-S8 SIDE WALL JAMBS 2/2/05 HOMES CORPORATION i INSTRUCTIONS. % S9 SIDE WALL COLUMNS 2/2/05 �y,ltisa!t!¢rrrr;�f� • PO BOX 27, AIRPORT RD, SELINSGR(0)PA 178 $ (57070 22. FOR DUPLEX OPTION, UNITS ARE SEPARATED BY A ONE-HOUR OR TWO ONE-HOUR WALLS S10 END WALL HEADERS COLUMNS 2/2/OS WITH AN SIC RATING EQUAL TO OR GREATER THAN 45. 23. ALL SPECIFIC FLOOR PLANS WILL BE EXTRACTED FROM THESE APPROVED SYSTEMS. Y $11 SIDE WALL STUDS 2/2/05 '�� r_� - =: / .• DRAWING TITLE 24. CERTIFICATION LABEL LOCATIONS FOR THE STATE LISTED ABOVE: PFS LABEL, STATE OR IBC S12 SHED DORMER CROSS SECTION 2/2/05 ;n CM SHEET LABEL AND DATA PLATE: LOCATED AS INDICATED ON SPECIFIC FLOOR PLANS. S13 SHED DORMER FLOOR GIRDER&FOUNDATION LOADS 2/2/05 25. ANY HOME IN A SNOW ZONE GREATER THAN 30PSF UP TO 6OPSF SHALL BE BUILT TO •- 60PSF SPECIFICATIONS. ANY HOME IN A WIND ZONE GREATER THAN 90MPH UP TO 120MPH S14 SHED DORMER MARRIAGE WAIL HEADERS&BUMS 2/2/05 DRAWN W:MJB DATE 2/2/05 SHEET: A SHALL BE BUILT TO 120MPH SPECIFICATIONS. S15 SHED DORIdER MARRIAGE WALL COLUMNS 2/2/OS 65 TOTAL INCLUDED SHEETS : ::. '` S16 SHED DORMER SIDE WALL HEADERS 2/2105 _ CHECKED BY: SCALE NTS 10/27/2005 2:16:50 PM � f PROJECT NO. SERIAL NO. 05-319 ----- APPLICABLE CODES — WSACHUSE17S MA Fuel / Gas / Plumbing Code MA State Building Code, 6th Edition 1993 BOCA National Mechanical Code w/Amendments 2005 National Electrical Code w MA Amendments CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT �12 DATE DESCRIPTION BY 09/30/05 REVISIONS CMG 10/20/05, SUBSTES MEB T GRADE' E GRADE GRADE FRONT ELEVATION LEFT ELEVATION CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT DATE PRODUCTION BY �12 BUILDER: KELLY�INDUSTRIES u L JOB NAME: LOPEZ #2 MODEL: CAPE CORAL 4AtOs 't�tfpf=ef�a SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B �, 'G.•.-�_.:.,:_� {�A",,�`� WIND SPEED (V3s): 90 mph PENN GRADE I GRADE G RIGHT ELEVATION GRADEFAPPROVAL A�'�'ROVt� (*LYON REAR ELEVATION I' S CORP HObIES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 O V 0 ?Ong (570)374-4004 1(800)788-4754 2� NOTES: L�M,TEO TO DRAWING nnF 1 . ELEVATIONS ARE SUGGESTIVE ONLY. RY BU63.T PaRTION ELEVATION PLAN 2. ALL EXTERIOR RAILINGS, DECKS, AND ACCESS TO GRADE BY OTHERS DRONff DPF [W-- 09/21/05 SHM: 3. SEE SALES AGREEMENT FOR ALL MATERIALS AND SPECIFICATIONS. `"E` °�"_-- �I/B� = r'-0" A1 .1 10/27/2005 2:54:59 PM PROJECT NO. SERAL N0. 05-319 ----- STANDARD NOMENCLATURE FOR APPLICABLE CODES — WSACHUSE17S DESIGNED MEMBERS REAR MA Fuel /Gas / Plumbing Code CLB CEILING BEAM CU CEILING JOIST q '-0• MA State Building Code, 6th Edition 1993 BOCA National Mechanical Code w/Amendments COL COLUMN 2005 National Elect DGS DRAG STRUT 6'-1" 9'-2" 8'_10" 11'-3 1/2* 8'-7 1/2" Electrical Code w MA Amendments FLG FLOOR GIRDER HDR: (3) 2X8 SPF#2 HDR: (3) 2X8 SPFI2 SPO FCB FLOOR/CEILING BEAM 2852 6068L W/(3ATSUPPORT EACH ENDNDS 24210 2852(2) W/(3ATSEACHRENDTUDS FLB FLOOR BEAM FIJ FLOOR JOIST 11'-1 1/2* _ ^' 16'- lij HDR HEADER ','{- fl HLB HEEL BEAM 9 t� �!Ij = T-- 3" RADON VENT DATE 8Y �II� � DESCRIPTION LLPB HIP BEAM el j; I I p 3° MAIN DRAIN co RFf RAFTER �'L Ifll -; I BATH#i o 3" MAIN VENT 09/30/05 REVISIONS CMG i; RGB RIDGE BEAM s f'2'1 "''` (�ER) ° 2" FUTURE VENT 10/20/OS SUBSETS MEB BEDROOM C14 #2 - _- � _N RCB ROOF CEILING BEAM I(( �'a:. n LTIN(T' ROOM \ RCJ ROOF CEILING JOIST o° o m THB THRUST BEAM `V • I ROUGH PLUMB TO ATTIC: n a I cl (1) 3" DRAIN TRB TRANSVERSE BEAM EN (2) 3/4° SUPPLIES VYB VALLEY BEAM (2) 3/4° HWBB VTB V cl +�a =_ SUPPLY h RETURN VAULT BEAM 26681P NCOL WIND COLUMN J¢ a 2X10 WALL � � a 3 4068BF � 1. RC81: 5 1.5 X 9.25" LVL •✓j `� cEosEr— — 4_0 N e6• W/ (5) SUPPORT STUDS ONE END o L - (4) 2X10 SPF#2 SUPPORT STUDS 2.c3 ELEC ?W ® INTERIOR WALL END WALL 6'-6" GABLE .1 26681P F. — — — — — — RC81: (5 1.5 X 9.25 LVL 6'-97-4 1 2 ON W/ (5) SUPPORT STUDS EACH END RIGHT - - - - - _ _ -_ GABLE 50688E °�18 z,/z•nu (STREET SIDE) `1 17'-3" 6' 6" DATE PRODUCTION BY gg 1 BEDROOM1 DRUG ROOM BUILDER: KELLY INDUSTRIES nl `� FOYER (MASTER) N R� o JOB NAME: LOPEZ #2 co UP MODEL: CAPE CORAL �+ 2idl SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE 15'-6* F16-1�� 3612 W7430 ZIP CODE: 02601 2852 2852 3068 1 it 2852 24210 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf a'—a 1/2" '_10• 8'-10 1/2° 8'-10 1/2' '_10• a'—z 1/2" WIND SPEED (V3s): 90 mph 44'- FRONT PENN NOTES: 1. 2x6 EXTERIOR WALLS, @ 16" O.C. FLOOR _ _6• _6• _ 5'- ° 5'-10" - - 2'-�° (OLYON 2x4 INTERIOR WALLS, @ 16" O.C. GIRDER LOCATIONS HOMES CORPORATION 2x4 MARRIAGE WALLS, Q 16" O.C. APPROVED 1� 2. 12/12 TRUSS ROOF, 16 O.C. PO BOX 27, AIRPORT RD, SELINSGROVE, 78 17870 O O O O O O O O BPFS CORP � (570)374-4004 1(800)788-4754 3. 8'-0" CEILINGS NOTE: 1+sPa111is; ALL MARRIAGE WALL CEILING BEAMS WITH A SPAN OF 5'-6° OR LESS ARE �id'�4., r;1: :; � '^ l� T ¢ DRAWING TITLE: 4. SUPERSEAL DBL HUNG WINDOWS W/GRILLS I'< 'V li)I FLOOR PLAN 5. HOT WATER BASEBOARD HEAT (1) 2x10 SPF #2. ALL OTHERS ARE SPECIFIED ON THE PLAN. 6. FLOOR GIRDER TO BE (2) 2x12 SPF#2 PER MODULE G APPROVAL L1IT�O TO DRAWN BY: DOTE SHEET: ALL LOAD BEARING EXTERIOR WALL HEADERS WITH A SPAN OF 5'-2" OR LESS ARE _ FACTORY BUILT P69TION � DPF 09/21/05 7. 9 1/4" WOOD "I' JOISTS @ 16' O.C. _ _ _ (3) 2x6 SPF #2. ALL OTHERS ARE SPECIFIED ON THE PLAN. _ CHECKED BY: scuE: Al 2 i 3/16° 1' 0• 10/27/2005 2:55:57 PM y •-,..... f-- -4 } f c PROJECT NO. SERIAL NO. 05-319 ----- APPLICABLE CODES - MASSACHUSET7S MA Fuel /Gas / Plumbing Code MA State Building Code, Wi Edition 44'-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 CJ N PROPOSED 2ND FLR FLOORPLAN NOTE: a FINISHED ON-SITE BY OTHERS AND APPROVED LOCALLY o I I 3-0 N DN DATE PRODUCTION BY BUILDER: KELLY INDUSTRIES JOB NAME: LOPEZ #2 MODEL: CAPE CORAL SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 SEISMIC CATEGORY: B SNOW LOAD (Pg): 25 psf 0 WIND SPEED (V3S): 90 mph e�..�6 } y 1 PENN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - dd- - - - - - - - L V v (OLYON HOMES CORPORATION li g I APPROVED PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 r _ PPs CORD (570)374-4004 1(800)788-4754 71 — 1 O DRAw1NG nnt:NV 0 -, 2WRRKM '- APPROVAL LIMITED T'0 DRAWN BY: DATE: SHEET: FACTORY BUILT PORTM DPF 09/21/05 A1 .3 CHECIffD Efi: SGLE: V_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 1993 BOCA National Mechanical Code w/Amendments XL "H°°�" GFI WP 2005 National Electrical Code w MA Amendments AFC f 9 "V' V r I 7 I ( BATH#1 .T"" o _ J II 1j'E 4 t O °�° DATE DESCRIPTION BY rl�11 G" BEDROOM #2 (— ^ I #l1 r 10/25/05 UNE ELI:CTRIcAL ,AY I D I "H i�. l; LIVING ROOM I HALL I G_........._ --- ---- - --- L? XL CAD DC S3S3 AC DC .H. H 2X3 ELEC WALL LEFT — — — — — " CI 7 ML A S0 1h3 10 BSYT+ AMP /DC ®26'AFF "A" GABLE l _� —— — — — �- — -- — — "H' r , I RIGHT n � ISDt_ 72' i ( GABLE J ® I Y KI>�CHEN/ — L DINE IG ROOM L "X" DATE PRODUCTION BY BEDROOM #1 OVER I DEUER GHEN nw rr — — III BUILDER: KELLY INDUSTRIES Y I III JOB NAME: LOPEZ #2 L I"K" FOYER f" "f" B.III "8 MODEL: CAPE CORAL " AFa E" 8 ELEC. SITE LOCATION: HYANNIS, MA NOTE: MA=PHOTO ELECTRIC SMOKE DETECTORS DROP NOTE: MB HEAT XL GFl COUNTY: BARNSTABLE SMOKE DETECTORS ARE AFCI PROTECTED aAPE a .®,,�/® "K" ZIP CODE: 02601 nw/za 2 sElsMlc CATEGORY: B 00 AMP MAIN PANEL aaallr orscalanoN eREAIc Awc CIRColr DEsc:IPnoN OREA,( Awc € ^`' SNOW LOAD (Pg): 25 psf 20A 12 L WASHER oPTKxuL zoA 12 FRONT T ._. t,;, R sua11 ��° " 2 Y oarER(oT>TIONAI) aoa 10— °A 1 a " •�_.;� WIND SPEED (V3s): 90 mph 20A 12 D RffR1GL UGHIINC 20A 12 14 N RANGE ,GA 8-3 iy>a. ::_ - PENN F APPL DINING 20A 12 0 DISHWASHER OPTIONAL 20A 12 _ "" G GENERAL t1GHONG 15A 14 R CAPE AL UGHIING PGA 12 }-� 20A 12 .. .�.} -:. ��^qyy� (OLYON S CAPE GRCIIR 20A 12 y �`.� ';� YM.RO HOOD K GENERAL 11GH11NG 115A 114 + HOMES CORPORATION j 3 j€` L PO BOX 27.AIRPORT RD,SEIINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 }' ORAN7Na 1111E: lrR �3: '�cEl4 ' aoxt�i 4S tij RECTM& RM jp;3/16�' �= V-10' SHELTA1 .4 11/7/2005 12:49:20 PM • f� r PROJECT NO. SERIAL NO. HOT WATER BASEBOARD HEAT 05-319 ----- .. _ APPLICABLE r� •00()fiE@ HALL 6AIH1 • LNNG AM BED1 FOYERKRCHBJDNNG 11C PLl ABLC( CODES 126 ..._, 82 62 216 169 " 336 f- .-- HASSACHUSETTS - 25.83 6.5 7.83 30.5 28 25 41.91 n 8 ..8 .6 _6 .8 8 7 1 I ------ 10 l MA Fuel Plumbing Code 3' /Gas / 4 ea ;Loss(U A) VA re loss(U%A) Area L�s's(Ur.A) A- -�,_ MA State Building Cade, 6th Edition _;Loss(U.A) A ea Loss(UtA) Are Loss(UAJ,: III j N6(Ut.. .. .. .... .... .. .. y OO 1993.._ .. .. .. ._.. .. 2005 National Me m endments nal 0.31 96. 00 24 3082: 9.6 4623 143 7.3 O Amendments 0 0.0:. 00 0.0 00' BATH#1 .0.05 .. . .... 00 ,_.._.... .. ....-_. ... .. ...0.0 19.6' 03.01:.' 0 2.0:0 0.0016 000.. _ 023 . . 2L9 .> 0.0.: _ i%�x.�'=-\•1 1 50, Xewauslu) .. BEDROOM #2 0 O55. 175 82- 6.7 _ 12 0 7. 54.88 3:0 193 58, MIS;. 9 7 177 0.2. _ 9 9 291 16 0: 175M1 12 -00 54.88 0.0 19358. 00�" 17977- 00 290.21 O0, F�oo�6 it,► ... HALL ! LIVING ROOM _... _ 0.0491,„ 126'_ -,. 6 2, 82.,, _,4 0, ,_-62 3.0 216' 10 6: 169r 8 3: _ 336 16.5. O 126. _ 0 0 82 66, 62 0.0 216: 0.0; i69, 0 0: 336r 0.0' _. -... .. ..._ .._ .. .... ..... --- DESCRIPTION BY DATE ( _ a! 126 _ 00� 82 0.,. 62 0.0: ,276; 0.0� 169 _ 0.0: _ 336 00 126: 0.0 82 0-0' Q. 0.0 216 0.0 169. 0.oi 336E 0.0, Infiltration VnI ime Volume Volume vnaime Volume volume • 0.016 1008- 16 656 ,.10 496 8 1728 28 1352. 22� 2688 ,43i ,Total(U XA( � - 42 �� 17 1G 82 �.� 54 88' !Design Temp 73 Heat Loss IUXA%T) -.3335 .,_-1379 1317 _-___d9dd _.-_4347 7039; - _ - _ _ _ _ EBB,1250,IFT)_.;. __._... ..,.? ........_....2 , _ ..... 0 ._. 9 ...._..9. .,HWBB(5501FT1:.... ................7 ...._....-3 _... .. ?. .... . .._to s 14, - - - - J KITCHEN/ o DINING ROOM � BEDROOM #1 FOYER DATE PRODUCTION BY 10' 7' BUILDER: KELLY INDUSTRIES JOB NAME: LOPEZ #2 MODEL: CAPE CORAL SITE LOCATION: HYANNIS, MA COUNTY: BARNSTABLE ZIP CODE: 02601 'S'! L!%11 �::.' '_> 4✓ TO SEISMIC CATEGORY: B F A. -.._: . !I! `ON SNOW LOAD (Pg): 25 psf R WIND SPEED (V3s): 90 mph e� OPENN LYON APPROVE® HOMES CORPORATION ? �S CORD PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 _- - I V V`d it l% DRAWING TITLE: HOT WATER BASEBOARD HEAT PIAN APPROVAL LIMITED TO FACTORY BUILT PORTION DRAWN MEB a4TE. 10/20/05 SHEET:-' CHECKED EfY: SME' A 11 •5 --- 3/16- = 1'-0' 10/27/2005 2:51:02 PM 1 PROJECT NO. SERIAL NO. 05-319 ----- APPLICABLE CODES — MASSACHUSE17S MA Fuel /Gas / Plumbing Code MA State Building Code, 6th Edition 44'— 1993 BOCA National Mechanical Code w Amendments 12'-0" 2005 National Electrical Code w MA Amendments — — — — — I I I DATE DESCRIPTION BY I I 8" X 16° PILASTERS REO'D I WHEN RACKFILL EXCEEDS I I I 5' 0°W/ 8" BLOCK rn I 6' 0"W/ 10" BLOCK M I I I 7' 0"W/ 12° BLOCK _ I I I I I I I I I I I I I _ _ I I IF __1 F 1 i I- I i - �-- - t t F--e- 44 -�- - - + ---f -e- - ---F -o--f - - -I- 0 - -f- I I F— �- - J L — J — J L — J L — JCONCRETE I I I I TO BE DETERMINED BYGOTHERSION PER I 3 1/2° STEEL COLUM LOCAL I I I i SO L CONDITIONS k CODES I 1 i DATE PRODUCTION BY I BUILDER: KELLY INDUSTRIES 2 X 6 OR 2 X 8 CONT. SILL PLATE 1/2°STEEL ANCHOR BOLT AT I 6' O.C. MAXIMUM AND FASTENED TO FOUNDATION WAWALLI JOB NAME: LOPEZ #2 I 12° MAXIMUM FROM END OF WITH 1/2° X is"ANCHOR BOLTS I I I MODEL: CAPE CORAL EACH PIECE OF MUDSILL VERIFY WITH LOCAL CODES —DRAWN S 10" BLOCK I I SITE LOCATION: HYANNIS, MA _ _ COUNTY: BARNSTABLE rT- - - - - - - - -j , — — — _ _ _ _ _ _ — ZIP CODE: 02601 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� SEISMIC CATEGORY: B }', '_... .. SNOW LOAD (Pg): 25 psf NOTES: FA, , WIND SPEED (V3s): 90 mph 1. THIS FOUNDATION IS SUGGESTIVE ONLY. K `{j ' = PENN ACTUAL PLAN IS SUBJECT TO LOCAL SOIL z+° _ LYON CONDITIONS AND CODES. 2. PLH IS NOT RESPONSIBLE FOR MATERIALS APPPiCyY I HOMES CORPORATION AND CONSTRUCTION IN THIS DRAWING. =hF CC�ff' PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 1:r'i (570)374-4004 1(800)788-4754 DRAWING Ilnf: APPROVAL LIMITS ED TO � FOUNDATION PLAN FACTORY BUILT PORTION DRAWN Br: DAIS SHEET: . MEB 10/20/05 A 1 .6 •I� CHEDKED BY: SCALE --- 3/16° = 1'—O° 10/27/2005 3:23:42 PM ,. a PROJECT NO. SERIAL NO. FLOOR PLAN NOTES: 141 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' 60'-0'MAxIMUM 3) NATURAL LIGHT BASED ON 8% OF FLOOR AREA ° 4) NATURAL VENT BASED ON 4% OF FLOOR AREA 8'-3 t 2' 5_O 1 2- 5) ONE HABITABLE ROOM OF AT LEAST 120 SF SHALL BE PROVIDED IN EACH DWELLING. 6) MINIMUM CEILING HEIGHT IN HABITABLE SPACES, HALLWAYS, CORRIDORS, BATHROOMS, AND LAUNDRY ROOMS SAFETY SHALL BE 7'-0' 3046(2) 24210 GLAZED 3046 24210 7) SLEEPING ROOMS SHALL BE PROVIDED WITH (MIN) ONE EMERGENCY ESCAPE EGRESS WINDOW.- 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 CHARTS FOR HEADERS 7'-B 3 ah i 3o1s 2430 12 c ) HEIGHT SHALL BE A MAXIMUM OF 44'ABOVE FINISH FLOOR. EGRESS OBTAINED FROM NORMAL OPERATION ..-_ 1 I 824 tb OF WINDOW. 3-0 9) SAFETY GLAZING REQUIRED AT THE FOLLOWING: a, SLOPED RAILING i Up R A) IN DOORS, WINDOWS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, BATHTUBS, AND SHOWERS. ®34'ABOVE TREADS GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM DATE DESCRIPTION BY o EXPOSED EDGE OF THE GLAZING IS LESS THAN 60'ABOVE A STANDING SURFACE. i 0 s )DIY i�l W 3'RADON _, B) IN AN INDIVIDUAL FIXED OR OPERABLE PANEL WINDOWS ADJACENT TO A DOOR WHERE THE NEAREST ROOM ARFA 155 SD.FT. NS924, F18ERGLAS� SI7CJ�+T G EXPOSED EDGE OF THE GLAZING IS WITHIN A 24"ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A REQUIRED LIGHT: 12.4 �. ROOM ARFA 196 SQ.FT. CLOSED POSITION AND THE WALKING SURFACE. EXCEPTIONS:y PROVIDED LIGHT: 22.82 j / REOI11RF0 LIGHT., 15.68 REQUIRED VENTILATION: 6.2 PROVIDED LIGHT: 22.61 I)PANELS WHERE THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER PROVIDED VENTILATION: 11.44 I '_'" REQUIRED VENTILATION: 7.84 HiTH II)WHERE ACCESS THRU THE DOOR IS TO A CLOSET OR STORAGE 3'-0-OR LESS IN DEPTH n PROVIDED VENTILATION: 25.81 m C) IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN IN THOSE LOCATIONS DESCRIBED IN 1 1t_� PRECEDING, WHICH MEET ALL THE FOLLOWING CONDITIONS: �--- a 1) EXPOSED AREA GREATER THAN 9 SQUARE FEET _ 11-11 3 4 2'-1 1 4 �'•4• •� ((g� OUIr Gyp. - � II) EXPOSED BOTTOM EDGE LESS THAN 18"ABOVE THE FLOOR °°o •' IIQ EXPOSED TOP EDGE GREATER THAN 36"AND ABOVE THE BOOR eEstTt`5; i°r''rar, ' 26681P 26681P - 26681P SEE SPAN CHARTS FOR BEAMS IV) ONE OR MORE WALKING SURFACES WITHIN 36- HORIZONTALLY OF THE PLANE OF THE GLAZING 0) ADJACENT TO STAIRWAYS, LANDINGS' AND RAMPS WITHIN 36' HORIZONTALLY OF A WALKING SURFACE WHEN IT IS LESS THAN 60"ABOVE THE FLOOR " N •' E) ADJACENT TO STAIRWAYS WITHIN 60- HORIZONTALLY OF THE BOTTOM TREAD (AND THE TOP TREAD; ~ 'e ".'i`% IT, 2000IRC) OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN r 668 26681P 60"ABOVE THE NOSE OF THE TREAD. '- o� 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 3'' MAX RISE AND 10" MI� � ) 4 N TR EARS MAY BE o f2 m LIVING �001[ 5 � REQUIRED PER LOCAL AMENDMENTS. PLH WILL ADJUST ACCORDINGLY. OPENINGS AND/OR LOCATION FOR ROOM AREA 123 FT. 13-m _,.. .. . M-, R00 AREA 207 , VARIES. - ,Sp FT _ STAIRS MAY VARY AS PLAN DESIGN D STAIR RDETAILS F R EQUIRED LIGHT: 9.84 •, 0 INDIVIDUAL PLANS� BE AVAI LABIE UPON PROVIDED LIGHT. 11.41 REQUIRED LIGHT: 16.56 � REQUEST `sr - '� �� iv FRONDED LIGHT: 22.82 g = ,': ''I - . REQUIRED VENTILATION: 4.92 ROOM AREAL 93 SO.FT. REQUIRED VENTILATION: 8.28 11) ADDITIONAL MODULES MAY PROVIDE GARAGE SPACE. A FIRE SEPARATION WALL AND A FIRE RATED DOOR Q PROVIDED VENTILATION: 5.72 REQUIRED LIGHT: 7.44 PROVIDED VENTILATION: 31.14 g WILL THEN BE REQUIRED. GARAGE SHALL BE SEPARATED WITH Y' MIN GYPSUM BOARD OR�'TYPE 'X" WE,5, PRODUCTION BY S PROVIDED LIGHT: 11.41 REQUIRED VENIBATIOR 3.72 GYPSUM BOARD AS REQUIRED PER INDIVIDUAL STATE. ... �, PROVIDED VENTILATION: 5.72 0 12) SMOKE DETECTORS INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA IN EACH SLEEPING SPACE AND ON EACH FLOOR LEVEL INCLUDING BASEMENTS AND CELLARS. BASEMENT SMOKE DETECTOR WIRED BY FACTORY lo'-O' _ AND INSTALLED ON-SITE BY OTHERS. ACTIVATION OF ONE SMOKE DETECTOR ACTIVATES ALL SMOKE s 10 t z' DETECTORS. SMOKE DETECTORS DIRECTLY CONNECTED TO A AFCI GENERAL LIGHTING CIRCUIT WITH NO SEE SPAR CHARTS FOR HEADERS I INTERVENING WALL SWITCH (DE NOTE: SMOKE DETECTORS TO BE ON DEDICATED NON-AFCI CIRCUIT WITH BUILDER: PENN LYON HOMES 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 SHAD- BE INSTALLED IN ACCORDANCE SITE LOCATION: WITH THE CONDITIONS OF IT'S LISTING. 15) FACTORY BUILT FIREPLACES SHALL BE TESTED IN 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: m - LESS THAN 1-HOUR FIRE-RESISTIVE RATING. MECHANICAL NOTES: RI NOTE 18) BUILDING LOCATION SHALL COMPLY ALL LOCAL AND STATE CODES. SEISMIC CATEGORY: - 1) BATH VENTILATION PROVIDED BY(AN / LIGHT j OMBINATION (50 CFM MIN) (85 CFM FOR RI) 1. 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 UGHT AND VENT REQUIREMENTS. SEE PAGE - 1/150 OF THE ATTIC AREA. FREE SPEEDVas 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. )' mph 50% OF THE REQUIRED VENTILATING AREA IS LOCATED 3' (MIN) ABOVE THE SAVE 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 I)LYON 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 SQUARE FOOT FOR EACH 150 SQUARE FEET OF FOUNDATION SPACE. NET AREA MAY BE PENN LYON HOMES, AIRPORT RD., SELINSROVE 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 FEET Of FOUNDATION SPACE WHERE AN CERTIFIES THAT THIS (------) IS NOT A MANUFACTURED SUBMISSION AND CODE REQUIREMENTS.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. MANUALLY OPERABLE LOWERS. 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) n - ORAwNc 101E 10) INSTRUCTIONS. OFIREPFLUE LACESCFACTORYD ON INSTALLED PER OTHERS. HOUSING INSTALLATION INSTRUCTIONS. (4) TOUTHE MANUFACTURER'S KNOWLEDGE IS NOT INTENDED TO BE M H lYPOL 2-M FlFW RWR RM FLUE COMPLETED ON-SITE BY OTHERS. USED OTHER THAN ON A SITE BUILT PERMANENT FOUNDATION. DPAWN ITV: MJ9 DATE 2/2/05 SHEET: P I 8 2005 -BY- 0uE A4 NITS S CORPa L ,A PROJECT NO. SERIAL NO. INSULATION SCHEDULE 2X4 EXTERIOR W I I R 0 INS AREA Q ® F_ RA E 2X6 EXTERIOR WALL W /R=21 R 0 INS AREA R® FRAMED AREA 4'VINYL INSIDE AIR FlW 0.68 4'VINYL INSIDE AIR FlW SLING 1/2'GYPSUM 1/2'GYPSUM 0.45 0.4 SIDING 1/2'GYPSUM 0.68 0.68 R-13 FG INSULATION 13D0 Opp 1/2�GYPSUM R-19 FG INSULATION 0.45 0.45 21,.00 0.00 7/16'RATED R-13 FG W/VB 2X4 FRAMING 16'OR 24'OC 0.00 4.37 7/SH PAYED 2X6 FRAMING 16'OR 24'OC SHEATHING 7/18'RATED SHEATHING 0.55 SHEATHING R-21 FG W/h3 055 0.55 0.37 7/18 RAZED SFiFAiIING OSS 6.08 VVOI SIDING 0.00 0.00 VINYL SIDING 0.00 0.00 AIR INFILTRATION OUTSIDE AIR FILM 0.11 0.17 AIR INFILIRA00N OUTSIDE AIR FILM 0.17 0.17 2X6 STUD 0 IV OR 24'O.C. 14.85 6.22 BARRIER 2X6 STUD O 16'OR 24'O.C. -,Iw -T3T (.064 X .85) + (.144 X .15).054 + .021 = U .076 (.043 X .85) + (.105 X .15) _ 2X4 EXTERIOR WALL & 1/2'R-MAX R 0 INS AREA R ® FRAMED AREa 2X6 EXTERIOR WALL WITH R-21 & 1/ R O INS AREA R 0 FRAMED AREA 4"VINYL SIOINC 8190E AIR FRM 0.68 0.68 4'VINYL SIDING INSIDE AIR FILM 0.68 0.68 I/2'GYPSUM0.45 40.45 1 Y 0.45 0.45 1/�INSULATION 1/Y GYPSUM 0-I3 FG INSULATION 1300 0.00 1/2�GYPSUM R 21 FG W/VB 21.00 0.00 2X4 PRIMING 16'OR 24'OC 0.00 4.37 1/2'R-MAX INSULATION R-21 FG W/VB 2X6 FRAMING 16'OR 24'OC 7/16"RATED R-13 FG W/V8 7/16'RATED SHEATHING 0.55 0.55 7/16"�wj RATED SHEATHING 0.5555 O.mS,F` DATE DESCRIPTION BY SWATHING 1/Y R-MAX NSUTAIXIN 3.60 3.60 7/I6'RATED SHURIING 1/2'R-MINI IN9AA11014 160 3.60 _ VINYL SIDING 0.00 0.00 VINYL SIDING 0.00 0.00 AIR INFLL 2X6 51110 O 16'OR 24'O.C. OUTSIDE NR FILM 9-16d5- _ AIR IFIILTRAOON 2X6 STUD O 16'OR 24'OC OUTSIDE AIR FILM 0 BARRIER (.052 X .85) + (.095 X .15) VAZ11A,�ER (.037 X .85) + (.077 X .15) 4 + .014 = .032 + .012 = U .044 2X4 EXTERIOR WALL& i R-MAX R 0 INS AREA R 0 FRAMED AR a 2X6 EXTERIOR WALL WITH R-21 & 1'R-MAX R O INS AREA R 0 FRAMED AREA INSIDE AIR FlW RLM 4'VINYL SIDING 1/2'GYPSUM 0.68 0.68 4"VINYL SIDING INSIDE AIR 0.68 0.68 OAS 0.45 / 0.45 0.45 1/Y GYPSUM R-13 FG INSULATION 1/2'GYPSW R-21 ED INSULATION V R-MAX INSULATION 2X4 FRAYING IV OR 24'OC 0.000 4.37 1'R-MAX INSIILATpN 2X6 FRAMING IV OR 24'OC 0.000 6.88 R-13 FG W/VB 7/16'RATED SHEATHING 0.55 0.55 0.55 055 0.20 0.55 7/SH RATED R-21 FC W/VB I'R-AX IN SHEATHING 0.55 7.20 1'R-MAX 061ILA1RON 7.20 7.20 SHEATHING 1'R-MAX IN519A7NXl 7.20 7.20 7/1C RATED SHEATHING VINYL SONG 0.71 0.00 VINYL SIDING 0.00 ODO AIR INFILTRATION 2X6 STUD 0 IV OR 24'O.C. 0 0 3142 AIR INFILTRATION- 2X6 STUD 0 16'OR 24'OC Wf90E AIR FlW 0 - 017 BARRIER (.044 X .85) + (.071 X .15) (.033 X .85) + (.060 X .15) _ .028 + .009 = U .037 2X6 EXTERIOR WALL R 0 INS AREA R 0 FRAMED AREA 2ND FLOOR ROOF CEILING _ .L R ® INS AREA R 0 FRAMED AREA I 4 SUNG 0610E AIR FILM 0.68 0.68 INSIDE AIR FlW 0.61 0.61 I/2'GYPSUM AIR I/2'GYPSUM R-19 FG INSULATION I0,45 p0 0.00 -30(91 FG W/VB 1/0.45 �2'GYGYPSUM� O.fil 0.61 7/16'RUED 0.45 0.45 SWATHING R-19 FG W/VB 2X8 FRAMING 16.OR 24'OC p_pp 6.88 R-30 FG INSUU110N 18.33 7n SHEATHING 0.55 0.55 2X4 FRAYING I6'OR 24"OC ��0p00 -37 SIDING 0.00 0.00 31.67 '7437- NR INFILTRATION OUTSIDE MR FILM 0.17 0.17 BARRIER 2X6 STUD 0 IV OR 24'O.C. -2TE- 8.37 1/2'GYPSUM (.046 X .85) + (105 X .15) (.031 X .90) + (.041 X .10) 2X4 BOTTOM CHORD O IV OR 24'OC .004 = U 32 DATE PRODUCTION BY R-MAX R 0 INS AREA R 0 FRAMED AREA 2NO FLOOR ROOF � 4'MNYL SIDING MOE AIR FlW / CEILING INS AREA R 0 FRAMED AREA 1'�,l>;�_P•1i i.t?? i ,1J 1/2'GYPSUM 0.68 0.68 WSIOE AIR FILM 0.81 0.61 .00 1/2'GYPSUM 0.45 0.45 OUTSIDE MR F0L n�h•�i i ;"-.... e f R-19 FG W/VB 0.45 0.45 i�! 1/2'R-MAX INSULATION R-19 FG W/VB 2X6 FRAMING I6'OR 24'OC 0.00 6.88 -38(121 FG W/VB 1/38 EYG GYPSUM 0. 26.91 7/16'RATED SHEATHING 0.55 0.55 2X4 FRAMING IV OR 24'OC 7/16'RATED SHEATHING 1/2'R-MAX INSULATION 3.60 160 o•ao � BUILDER: PENN LYON HOMES VINYL SONG 0.00 0.00 SA6T 3z.9s I'.t.j; ,}_ ;",' r C i �..1 AIR INFILTRATION 2X6 STUD 0 16'OR 24'OC OUTSIDE AIR FILM 0.17 0.17 BARRIER -TTT5- - /2'GYPSUM JOB NAME: - (.040 X .85) + (.077 X .15) (.025 X .90) + (.030 X .10) .034 + .012 = U .046 FLOOR CHORD 0 18'OR 24'OC = �® INS AREA R ® FRAMED AREA << `��c`Neec�u7r,�,,�� MODEL: CAPE SYSTEMS 2X6 EXTERIOR WALL& 1' R-MAX R 0 INS AREA R 0 FRAMED AREA <<� G SA, 10 4. SIDING INSIDE AIR FILM O.fiB o.s6 T �'�� 'SMITE LOCATION: - 1/2'GYPSUM 23/32'RATED SHUNNING INSIDE IDt FILM 0.92 Q92 ` \F_;;;F i �' COUNTY: 1/Y GYP7w/ R-19 PG INSULATION 0.45 0.45 23/32"RAZED SHEATHING 0.93 0.93 � � � - 1'R-W USULATON 19.00 0.00 2X6 FRAMING I6'OR 24'OC 0.00 6.88 R-19 FG INSULATION 19.00 0.00 -1 - �. ..-i S . 7/16'RATED R-19 FC VB 1/I6'RaTED SHUNNING 0.55 0.55 2�XISI�FR 18'OC n1 _ C ;_`• :.i,._.'"'.:� ,t, - ZIP CODE: - SHEATH NC 1'R-MAIL INSULATION 7.20 - 7.20 AIR RLM - _ .::' ' AIR INFLLTRA1gN VINYL SIDING 0.00 0.00 10 JOIST 16'OC 21.77 14.33 - 44, - '`" SEISMIC CATEGORY: BARRIER 2X6 STUD O 18'OR 24'OC OUTSIDE AIR FlLY 0.17 - 0.17 /' '-1r 965- (.035 X .85) + (.060 X .15) -19 FG INS W/VB (.045 X .90) + (.069 X .10) 'r%. -,�-� ��.(,,;:',V ;�'�- SNOW LOAD (Pg): - psf 030 + .009 = U .039 .041 + .006 = U .048 FLOOR Gt{- WIND SPEED (V3s): - mph R 0 INS AREA R 0 FRAMED AREA 14� 23/32'RATED SHEATHING INSIDE AIR FILM 0.92 0.92 23/32'RATED SHEATHING 0.93 0.93PENN R-70 FFrINSULATION J0.0 30.0 0 0.0000 2X10 FRAYING 0 16'OC - 0.00 11.56 (OLYON- R-30 OUTSIDE AIR FILM 0.92 922XI0 J06T 0 18'OC FG INS W/VB (.030 X .90) + (.069 X .10) ""r .�.,��'s " HOMES CORPORATION .027 + .006 = U .033 .. p b4 PO BOX 27.AIRPORT RD. SELINSGROVE, PA 17870 INSULATION LEVELS DETERMINED BY RESCHECK ANALYSIS. (570)374-4004 1(800)788-4754y 8 2005 DRAWING TIRE RESCHECK ANALYSIS SHALL BE PROVIDED TO THE LOCAL BUILDING k P R YWSULA110N SCHEDULE PF OFFICIAL WITH EACH SUBMISSION. SCORP® DRAWN BY: B DACE: 2/2/D5 SHEET: CHECKED BY: , A8 PROJECT NO. SERIAL NO. SHEATHING SHEATHING DATE DESCRIPTION BY SEE SPAN CHARTS FOR HEADERS SEE SPAN CHARTS FOR HEADERS INSTALL INSULATION _,.------_-_„----_-.. --- INSTALL INSULATION - .-.— -- — - ----- —�- — _ -_ - 2x2 LEDGER v� �i 2x2 LEDGER o oe Z 2'-0" MAX Z PROJECTION o 2-0"MAX PROJECTION n TYPICAL PRE—MANUFACTURED BAY/BOW WINDOW CROSS SECTION DATE PRODUCTION BY ti Y,4 , �PLYWOODBOTTOM BUILDER: PENN LYON HOMES JOB NAME: — s`= = _ =u� j MODEL: CAPE SYSTEMS 2x2 LEDGE �n SITE LOCATION: R :+" >.OF COUNTY: COUNTY: — 'TOP VIEW CUT CUT 0 45 DEGREES ® 45 DEGREES t, ZIP CODE: — �� CUT(2) " `=' , = SEISMIC CATEGORY: — ... r_� 4 � (1)ANGLED LEFT ° y SNOW LOAD P — sf 1 ANGLED RIGHT WIND SPEED (V3s): — mph PENN TYPICAL PRE—MANUFACTURED BAY/BOW WINDOW ROOF FRAMINGAPPROVED (OLYON- HOM CORPORATION APR 1 8 2005 PO BOX42,AI PORT RD, SELINSGR(OVE,)PA8-47 17877700 DRAWI 11 PF NGBAYIWW WINDOW OP'i= DRAWN BY: MJB DA' 2/2/OS SHEET: CHEM�: � A7 NTS 48� 4s' MAx PROJECT NO. SERIAL NO. 24210 24210 ISHWASHER RECEPT. GRID I 24210 24210 A 3 F 8 Fl A' _ U GFl GFl GFl I I fl E 24210 GFI G "R' L_ — — '0-(L�-K-IT�CHEN B" `=�KRCHEN I I I 6'IN FROM END 4 KITCHEN .p.(��" — _ r 30'A.F.F. I °x KITCHEN °0- p• KITC� I ULJ 2xs au E. 16681 GFl E s i - -.- - - - - - xl - - - - - �I A"Om IXL E„NA •A ND .F. I U DATE DESCRIPTION BY TYPICAL KITCHEN "A" TYPICAL KITCHEN "B" GFl "A — — J ry _ — J TYPICAL KITCHEN "E" 24210 ISHWASHER RECEPT. TYPICAL KITCHEN "C" TYPICAL KITCHEN "D" S 'E 24210 LEIA 24210 _ "E GFl • GFl Fl �VENTING � x GFI 8 U o WCROWAVE B" -MICROWAVE RECEPT. w RECEPT. I I � cu* .p°�(TC •p• � '1 � •p'L RCHEN Vp � `-'KITCHEN N II MW "E"E GFl GFl I L�� 2 - - - - - - - 48°(MAX) � - - � TYPICAL KITCHEN "I' PRODUCTION BY DATE TYPICAL KITCHEN "E" TYPICAL KITCHEN "G" TYPICAL KITCHEN "H" ;-T.'•; L-I?,r1- rf p 24210 242m XL 2868 {-•t � � 24210 cFl° jj;Q *1(2 ,T�,., <i-".' A• I� I BUILDER: PENN LYON HOMES GA 1° O' GFl CE $ f i:. # - ._ L ij., , c I "tY _ JOB NAME: — xL 3 i g;;s,aaaiT;pA; vorrI MODEL: CAPE SYSTEMS _ L , ; f, Q. RECEIPT. SITE LOCATION: -KITCHEN _ IOTCNENQ I ,I ®® �b_� -�-~\n:, Ir — — KITCHEN II N r -Z`JKITCHEN a`` _VC „, I COUNTY: — J ~_ (I ZIP CODE: — — GFI GFI •E. I 16681P _. I — 6°IN FROM END 1 I SEISMIC CATEGORY: Irg' •E" B• G 30°A.F.F. S on ,' I SNOW LOAD (Pg): — psf - ,�,� - "-'-;,:` �� I •B" E "11 WIND SPEED (V3S): — mph TYPICAL KITCHEN "J• TYPICAL KITCHEN "K" TYPICAL KITCHEN "L° TYPICAL KITCHEN "M" 200 AMP MAIN PANEL PENN LY�NCIRCUIT DESCRIPTION BREAK AWG CIRCUIT DESCRIPTION BREAKE AWG A SMALL APPLIANCE 20A 12 0 DISHWASHER OPTIONAL 20A 12 1) KITCHEN PLANS ARE TYPICAL-SPECIFIC FLOOR PLAN h ELECTRICAL PROVIDED To LOCAL BUILDING OFFlCIPL B SMALL APPLIANCE 20A 12 0 GENERAL LIGHTING 15A 14 2) KITCHEN VENTILATION PROVIDED(100 UM WN) yi'" 5 Tx` HOMES CORPORATION C BATH GF1'S 20A 12 R DBL WALL OVEN 3) ALL RECEPTACLES SERVING COUNTERTOPS SHALL BE cFa PROTECTED k° ) ti�t vh�> PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 D GENERAL LIGHTING 15A 14 30A 10-3 4) KITCHEN WINDOWS MAY BE OWTTED IF ARBBCIAL LIGHT AND MECH VENT ARE PROVIDED (570)374-4004 1(800)788-4754 E REFRIGERATOR 20A 12 5) KITCHEN CABINETS MAY BE OMITTED AND INSTALLED ON-SfTE BY OTHERS G GARBAGE DISPOSAL 20A 12 S ELECTRIC COOKTOP 40A 8-3 6) WALL OVENS AND COOKTOPS INSTALLED AND WIRED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS rDRAWING TITLE: 7)- COUNTERTOP STNLL BE SERVED BY Two DEDICATED 20 D 2 0 AMP. DIRECTION W PART OR W THEIR ENf1RElY. A�R 1 8 2005 �� IUTCHEIrS L WASHER OPTIONAL 20A 12 V WHIRLPOOL TIMER SWITC 20A 12 7) CAMEL BOX OPTIONS: S AMP, 125 AMP,DEDICATED AMP,AND 200 AMR VT7 J M DRYER (OPTIONAL) 30A 10-3 X RANGE HOOD MICROWA 20A 12 v CORP - s�u O�� P® DRAWN BY: MJB DATE: 2�2�OS SHEET: N RANGE 40A 8-3 �^ CHECKED BY: SCALE: y NTS 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 YWND) 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 COLUMN SIZE AND COLUMN SIZE AND WIDTH SPECIES 9112 12112 9112 12112 9112 12112 WIDTH 9112 12112 9112 12112 9112 12112 (FEET). SPACING SPACING SPACING SPACING SPACING SPACIN (FEET) SPECIES SPACING SPACING SPACING SPACING SPACING SPACING 12 2x6 SWd Spruce Pine Fir. 24 in a/c 24 in a/c 24 in o/c 24 in olc 24 in olc 24 in o/c 12 2x6 Stud Spruce Pine Fir. 24 in olc 24 in o/c 24 in olc 24 in olc 24 in ok 24 in olc 2x4 Stud Spruce Pine Fir. 16 in olc 16 in a/c 16 in o/c 16 in a/c 12 in ok 12 in o/c 2x4 SWd Spruce Pine Fir. 16 in olc 16 in olc 12 in olc 12 in ok 1 12 in o/c 8 in o/c 14 2x6 Stud 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 14 2x6 SWd Spruce Pine Fir. 24 in a/c 24 in ok 24 in olc 24 in ok 24 in a/c 24 in o/c 2x4 SWd Spruce Pine Fir. 16 in olc 16 in ok 16 in o/c 16 in ok 12 in o/c 12 in a/c 2x4 Stud Spruce Pine Fv. 16 in a/c 16 in o/c 12 in o/c 12 in o/c 8 in a/c 8 in a/c 16 2x6 Stud Spruce Pine Fir. 24 in o/c 24 in a/c 24 in a/c 24 in o/c 24 in o/c 24 in a/c 16 2x6 Stud Spruce Pine Fir. 24 in o/c 24 in oJc 24 in olc 24 in ok 24 in ok 24 in a/c 2x4 SWd Spruce Pine Fo. 16 in o/c 16 in o% 16 in a/c 1 16 in a/c 12 in o/c 12 in a/c 2x4 SWd Spruce Pine Ft. 12 in o/c 12 in o/c 12 in olc 12 in olc 8 in ok 8 in olc 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 WIND) STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT 8'-V 9'-0" 10'-0" 8'-0" 9'-V 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 COLUMNSI2EAND 9112 12112 9112 12112 9112 12112 (FEET) SPECIES SPACING SPACING SPACING SPACING SPACING SPACIN FEET) SPECIES SPACING SPACING SPACING SPACING SPACING SPACING 12 2x6 SWd Spruce Pine Fi 24 in olc 24 in o/c 24 in a/c 24 in a/c 16 in ok 16 in a/c --12 2x6 Stud Spruce Pine Fir. 24 in a/c 24 in o/c 24 in a/c 24 in o/c 16 in o/c 16 in a/c 2x4 SWd Spruce Pine Fir. 12 in a/c 12 in o/c 8 in a/c 8 in a/c 2x4 Stud Spruce Pine Fir. 12 in olc 12 in olc 8 in a/c 8 in a/c 14 2x6 SWd Spruce Pine Fir. 24 in o/c 24 in o/c 24 in a/c 24 in o/c 16 in ok 16 in o/c 14 2x6 Stud Spruce Pine Fir. 24 in olc 24 in a/c 24 in a/c 24 in o/c 16 in o/c 16 in a/c 2x4 Stud Spruce Pine Fir. 12 in a/c 12 in o/c 8 in o/c 8 in o/c 2x4 Stud Spruce Pine Fir. 12 in olc 12 in ok 8 in a/c 8 in olc 16 2x6 SWd Spruce Pine Fir. 24 in o/c 24 in a/c 24 in DIG 24 in ok 16 in o/c 16 in o/c 16 2x6 SWd Spruce Pine Fir. 24 in o/c 24 in a/c 24 in a/c 24 in olc 16 in ok 16 in o/c 2x4 SWd Spruce Pine Fir. 12 in olc 12 in ok 8 in a/c 8 in o/c 2x4 SWd Spruce Pine FV 12 in olc 1 12 in olc 8 in ok 6 in o/c DATE PRODUCTION BY BUILDER: PENN LYON HOMES JOB NAME: - 'o MODEL: CAPE SYSTEMS i=A"m >:j . . SITE LOCATION: - T.r�`, -, - COUNTY: - ivv r --- ZIP CODE: - 1r, SEISMIC CATEGORY: - >' SNOW LOAD (Pg): - psf WIND SPEED (V3s): - mph - PENN LYON HOMES CORPORATION �r ,�� s PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 m �,v (570)374-4004 1(800)788-4754 DRAWING TfRE: Fh 2005 SIDE WALL SUDS xuici I DRAWN BY: MJB DATE: 2/2/� SHEET: 3 �a rw ..__- M DNECKED SCnIENTS S 11 j 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 AND SPECIES MEMBERS CAPACITY 1Z MODULE 14'MODULE 16'MODULE I.2x6 No.2 SPF 9 ft-4in 9 It-3n 9ft-3in _ 2.2x6No.2SPF 12 ft-On 12Q-Oin 121-0n 1 1913 25fl-3n 25ft-3n 25I-3-in 3-2x6No.2SPF 131-9irl 13 It-9in 131-9In 2 3825 52ft-Sn 52ft-5n 520-5n I.2x6No.3SPF _ 7Q•0in 78-0n 7ft-0n 2x6 STUD SPF 3 - 5738 79fl-8in 791-8in 79A-8n 2-2x6No.3SPF 9 It-11in 1 91-11in 9 ft-11n 4 7650 1061-11in 106A-11in 1061-11m 3-2x6No.3SPF 12 ft-tin 12 ft-tin 12 ft-fir 5 9563 1341-1n 134 ft-tin 1340-1in 1-2x6 STUD SPF 7 ft-2in 71-1in 71-1n 2-2x6 STUD SPF 10 ft-2in 10 ft-tin 10ft-1n 1 1913 25fl-3in 25fl-3in 251-3n 3-2x6 STUD SPF 12ft-5in- 12 ft-4in 12 ft-4n 2 3825 52 ft-sin 52 ft-5in 52 ft-5n 2x6 SPF No.2 3 5738 79fl-8n 791-8in 79/•8n Notes: 4 7650 106ft-11 in 106 ft-11 in 1051-11 in 1.)See individual ealculatons for add'donal nobs and fastening. 5 9563 134 ft-1 n 1341.1 in 134 ft-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 NTH 3"BEAM WIDTH 12'NODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OF CAPACITY 12'MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS 1-2x6 No.2 SPF 71-0 in 6 ft-11 in 6 ft-11 in 2-2x6No.2SPF 9 ft-10in 9 ft-10in 9ft-10n 1 1913 15 ft-3in 151-3in 15fl-3in 3-2x6No.2SPF 111-4n 1111-4n 11V4n 2 3825 32ft-7in 321-7in 32 ft-7in 1•2x6 No.3 SPF 5 ft-3 in 5 ft-3 in 5ft-3 in 2x6 STUD SPF 3 5738 49 ft-10 in 49 ft-10 in 49 ft-10 in 2-2x6No.3SPF 7 ft-5in 7 ft-5in 7ft-5in 4 7650 67ft-tin 67ft-tin 67ft•1n 3.2x6No.3SPF 9 ft-tin 91-1in 9Q-in 5 9563 84ft-5in 8411-5in 84fl-5n 1-2x6 STUD SPF 5ft-4in 5ft-4in 5Q-4in 2-2x6 STUD SPF 7ft-7n 71-7n 7Q-7in 1 1913 15ft-3in 1511-3in 151-3in 3-2x6 STUD SPF 9 ft-4n 90-3in 9ft-3in 2 3825 32 ft-7in 32ft-7in 32 ft-7in 2x6 SPF No.2 3 5738 49 ft-10 in 49 ft-10 in 49 1-10 in Notes: 4 7650 67ft-1 in 67 1-1 in 6711-1 in 1.)See individual calculalons ter addlional notes and fawning. 5 9563 84 ft-5 in 84 ft-5 in 84 ft-5 in 2.)Bawd on 9'-0'high wafts. LONGOUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM DATE PRODUCTION BY BUILDER: PENN LYON HOMES JOB NAME: — r - MODEL: CAPE SYSTEMS 'i U SITE LOCATION: — 1T11asFTr;•;77, COUNTY: — ;`' ZIP CODE: — `` SEISMIC CATEGORY: SNOW LOAD (Pg): — psf WIND SPEED (V3s): — mph x PENN LYON HOMES CORPORATION PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 Ise O N8 (570)374-4004 1(800)788-4754 �' ORAWING TOLE: A P r 1 8 2005 END WALL HEADERS do COLUMNS y �swu OWWN BY: WO OATS: 2/2/05 o-a SHEE1: " M 8 % P. •.CHECKED BY: - SCALE: S 1 1 O • 1 PROJECT N0. 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 BOX CAPE 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. 5) ALL CONDUCTORS SHALL BE GROUNDED 23) SEPARATE DISCONNECT PROVIDED FOR WATER HEATERS LOCATED IN BASEMENT OR BEYOND SITE OF Less Than Four Separately Controlled 6) WIRING SHAD.BE NM TYPE B THE PANEL BOX Electric Space Heating Units ( x.65) 0 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 GFI PROTECTED Electric space Heating Units (10000 x.40) 4000 9) ELECTRICAL OUTLETS MAY NOT BE LOCATED OVER ELECTRIC BASEBOARD HEATERS 26) WALL RECEPTACLES MOUNTED ® 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 or the 11) CABLE PASSING THROUGH FRAMING SHALL BE PROTECTED PER NEC 27) RECEPTACLE ANDLIGHT PROVIDED FOR ANY ON-SITE CRAWL SPACE EQUIPMENT. RECEPTACLE AND diversified 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. DATE DESCRIPTION BY Other Loads: 13) EXTERIOR LIGHTS & RECEPTACLES SHALL BE LISTED FOR EXTERIOR USE 28) CO DETECTORS INSTALLED PER INDIVIDUAL STATE REQUIREMENTS. 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 40 8-3 WIRED BY FACTORY AND INSTALLED ON-SITE BY OTHERS. ACTIVATION OF ONE SMOKE DETECTOR GROUNDING ROD. Dishwasher 1200 20 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 GarbageDisposal 600 20 12.2 LIGHTING CIRCUIT WITH NO INTERVENING WALL SWITCH. ON DEDICATED NON-AFCI CIRCUIT WITH CONTROLLED TO MAINTAIN 50'F MINIMUM TEMPERATURE IN BASEMENT ON-SITE BY OTHERS. Dryer 30 10-3 MECHANICAL LOCK-OUT ON BREAKER.) 34) washerskier1500 20 1 SEE ELECTRIC BASEBOARD HEAT DRAWING FOR HEAT CIRCUITS. soao � Furnace 1500 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 1072 17) RECEPTACLES SPACED 0 12' OC (MAX)AND ALL SPACES 2' OR GREATER (HABITABLE SPACES) Other RECEPTACLES SHALL ALSO BE LOCATED WITHIN 6' OF ANY OPENING Subtotal: 34100 18) WALL SWITCHES MOUNTED ® 48"AFF TO TOP First 10 KW of other loads Q100°h = 10000r � T'0 IF CAS RANGE REPLACES ELECTRIC RANGE.A '-`; '�r-r.r•r Remainder of other bads 40°b 24100 x.40 = 9640 •,.Z q-;.r ( ) WPLEX RECEPTACLE FOR THE RANGE WILL BE .�',; ; , - ; 1 PLACED ON A SMALL APPLIANCE CIRCUIT. Heat Above: 4000' Total Calculated Load: = 23640 •Q»�WIR ) - - y_1 .1,1111l TTftpilp!!• AFCI AFCI Required Service Size: 23640+ 240 = 98.5 Amps 'V° "V° °t B Tfi J2 'G' •1 "F• CZ - „`� �•'i� �- Installed Panel Size = 200'Amps • �I \ I HALL 'Furnace or boiler installed on-site by others I� l T DATE PRODUCTION BY 'Electric bad based on worst case. -' ,� Il110 a e _ KITCHEN/DINING _ BEDROOM #I F» 200 AMP MAIN PANEL g ~ ) r,_ , CHANDELIER KITCHEN BUILDER: PENN LYON HOMES BATH pu�I CIRCUIT DESCRIPTION BREWS AWG CIRCUIT DESCRIPTION BREAK AWG A o _ — — — — — _ -- A SMALL APPLIANCE 20A 12 N RANGE 40A 8-3 v° _ _ _ _ _ eE" XL'a' ' '`'`` JOB NAME: B SMALL APPLIANCE 20A 12 I b' C BATH GFI's MA 12 0 DISHWASHER OPTIONAL 20A 12 I r MODEL: CAPE SYSTEMS D GENERAI LIGHTING 15A 14 , WATER NEATER I " CI SEE NOTE 28 - "L I _ _ • " SITE LOCATION: E REFRIGERATOR 2DA 12 P -g 25A 10 TIC _ ——_ — — — F SMALL APPL DINING 20A 12 Q GENERAL LIGHTING 15A 14 'V"�CI I `, I ''�• .. "F" I F »B» COUNTY: — G ATTIC 20A 12 V GENERAL LIGHTING 15A 14 SS H AECGENERAL LIGHTING 15A 14 1W 1 MICROWAVE OPTIONAL 20A - I GENERAL LIGHTING 15A 14 X RANGE HOOD FAN LIGHT 20A 12 4-1 TO�(N[$[L ZIP CODE: — J GENERAL LIGHTING 15A 14 PANEL BOX LOCATION AFCI»1• »H•, — — —I " 'K" SEISMIC CATEGORY: K GENERAL LIGHTING 15A 14 (CRAWL Motes) H•SO 1i 4 L WASHER OPTIONAL 20A 12 - M DRYER (OPTIONAL) 30A 10-3 •1 SNOW LOAD (Pg): ' — psf AFCI I AFp WIND SPEED (V3s): — mph ELECTRICAL SYMBOL LEGEND F h' .J. DUPLEX RECEPTACLE S SINGLE POLE SWITCH I _ ••H. I Q I LIVING ROOM O P�l r 1 r te•To CENTER 1e•To tam Y 0 10Cc0+lEn o uv ECEPTACLE 5, THREE WA SWITCH BEDROOM 2 I I "J ' ;I DUiEa EXuRECEPTACL.E S� FOUR WAY SWITCH I (BEDROOM i�3 I OLYON GFI o le'to aN1ER BATTERYDBBACKUP WITH CL RECESSED CAN LIGHT I I I 1( E^• x•�1 �h HOMES CORPORATION RANGE HOOD W// LT (100 CFM) FAN//LIGHT C XA80 (50 CFM) PANEL BOX DROP I J° L_ — — _ I — — — — — —K" A` P� R Yi' ✓Y R PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 ® DUCTED TO EXTERIOR ® Dl1C7ED TO EXTERIOR (BASEMENT MODELS) (570)374-4004 1(800)788-4754 ® WEATHERPROOF THERRIOR R LIGHT © CEILING LIGHT AFCI •J" AFp Y XL bit WI` �,�` F d �'p DRAWING Tine GFl GFI EREC RECEPTACLEEXTERIOR APR TA A gy 2005 �� 2-80X 220V RECEPTACLE "K" I/2 SWITCHED ® RECESSED LIGHT CORP. v_ DRAWN BY: MJB5� . Q� DUPLEX RECEPTACLE S . rs✓ a.•- CHECKED BY: SCALE NTS El____1 PROJECT NO. SERIAL NO. 40'-0•(e0'-0'MAX) 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 — — — — — — — — — — — — — — — 3 — _ —� — — — — — — — - I 6) CRAWL SPACE VENTILATION PROVIDED ON-SITE BY OTHERS. FREE AREA SHALL BE NOT LESS THAN 1 SQUARE FOOT FOR FURNACES INSTALLED IN CRAWL SPACES SHALL BE 8'X 16'PILASTERS REQ'D PROVIDED WITH A LIGHT FOR SERVICING. LIGHT AT 12' 0"O.C. MAXIMUM EACH 150 SQUARE FEET TI FOUNDATION SPACE NET AREA MAY BE REDUCED TO I .1 SQUARE FOOT FOR EACH 1500 I PROVIDED 8Y OTHERS. 25'- 0° ' I I SQUARE FEET OF FOUNDATION SPACE WHERE AN APPROVED VAPOR RETARDER IS INSTALLED OVER THE GROUND SURFACE. MAXIMUM 14-3 SWITCH LEG STUBBED 5' 0-W/ BEN Fl BLOCKLL 7) I I VENTS SHALL HAVE MANUALLY OPERABLE LOUVERS. nFCI TO BASEMENT IY FACTORY 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 I BETWEEN THE STRUCTURE AND THE FOUNDATION. FOUNDATION DESIGN BY REGISTERED ARCHITECT OR ENGINEER FAMILIAR _ W/H EQUIP THROUGH FLOOR, SD SHIPPED Oa 7' 0'W/ 12"BLOCK I WITH LOCAL CONDITIONS. OTHERS ARE RESPONSIBLE FOR CONTRACTING THIS PERSON. FOUNDATION PLAN(S)TO BE DATE DESCRIPTION BY 4 I O LOOSE FOR ON-SITE INSTALLATION I SEALED BY R.A. OR P.E.AS REQUIRED BY LOCAL JURISDICTION. is BASEMENT STAIRS S BE SUPPLIED I 8) COMPLETE FOUNDATION ON-SITE BY OTHERS, INCLUDING FOOTING REINFORCEMENT, FOOTING DRAINS, WATERPROOFING, (LOCATION MAY VARY) BY OTHERS AND INSTALLED ON-SITE I VAPOR HARRIERS; BACK FILL ANCHOR BOLTS, PRESSURE TREATED SILLS,SLAB, STEEL COLUMNS, FIRE-SEPARATION AND ALL FINISH WORK. SEE GRDER SEE cAaoEa sEE(Moat SE czBDER SE cuDEx SE aaDER 9) SILL PLATE ANCHORED W/ 1/2'BOLTS W/2' HOOKS EMBEDDED 15' INTO MASONRY. ALT: SIMPSON PLATE ANCHORS 'f`'i. t°! _ — — — _ (OR EQUAL) INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. 10) SEE SPAN TABLES FOR MAXIMUM FLOOR GIRDER SPANS FAt I'�"'J' ' 11) SPECIFIC FOUNDATION DRAWING SUPPLIED TO OTHERS BY FACTORY FOR EACH HOUSE. L J ( 12) FOUNDATION DRAINAGE AND DAMP PROOFING PERFORMED ON SITE BY OTHERS. • _ - v _ _ L 13) BASEMENT CEILING OR WALL INSULATED ON-SITE BY OTHERS IN CONFORMANCE WITH APPLICABLE STATE ENERGY CODE T I J IL ME &MALL ND/ROELED RCAL ECKINST ANALYSIS. 14) MECHANICAL AND/OR ELECTRICAL INSTALLATIONS COMPLETED ON SITE BY OTHERS. I 15) BACK FILL TO BE PLACED AND COMPACTED PER STATE REQUIREMENTS. '•�' �� 16) MINIMUM DISTANCE FROM BOTTOM OF SIDING TO TOP OF FINISHED GRADE SHALL BE 6". r\ ; :•`;,fir r�� 1 I CONCRETE FOOTING DIMENSIONS TO BE 3 Yz° MIN STEEL COLUMN - BASEMENT MODELS I I L 17) 14-3 WIRE STUBBED TO BASEMENT FOR FACTORY SUPPLIED SMOKE DETECTOR INSTALLED ON-SITE BY OTHERS. SMOKE t ,fn DETERMINED BY OTHERS PER LOCAL SOIL 16X16 MIN CONCRETE BLOCK PIER - CRAWL SPACE MODELS DETECTOR WIRED SUCH THAT ACTIVATION OF ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS. CONDITIONS &CODES(SEE NOTE 7) ADDITONAL PIER OR COLUMN REQUIRED I 18) BASEMENT STAIRS CONSTRUCTED ON-SHE BY OTHERS. PROVIDED OPENING DESIGNED FOR 8 Y'MAX RISE AND 9°MIN _ s FOR ANY POINT LOADS TREADS. (SUSSEX COUNTY, DE: 8°MAX RISE, 9°MIN TREAD, 1'NOSING)OPTIONAL STAIR GEOMETRY OF 7-Y4 MAX RISE 1 4 I I BASEMENT WIRING FIXTURES, BREAKERS I AND 10"MIN TREADS MAY BE REQUIRED PER LOCAL AMENDMENTS. PLH WILL ADJUST ACCORDINGLY. OPENINGS AND/OR LOCATION FOR STAIRS MAY VARY AS PLAN DESIGN VARIES.STAIR DETAILS FOR INDIVIDUAL PLANS WILL BE AVAILABLE UPON - ° I I AND LIGHTS ARE ON-SITE BY OTHERS I REQUEST. _ u 19 GARAGE IN BASEMENT:ALL FIRE SEPARATION AND OTHER REQUIREMENTS ARE THE RESPONSIBILITY OF OTHERS. 1/2'X 17'ANCHOR BOLTS(OR EQUAL) 1' (MIN) FROM EACH CORNER I ) '%, ;,• r!:< s SWITCH & LIGHT BY OTHERS IN EACH DIRECTION AND SPACED® 6' OC MAXIMUM. 20) FOR DUPLEX OPTION: OTHERS ARE RESPONSIBLE TO CONTINUE FIRE SEPARATION FROM THE FIRST STORY FLOOR TO THE } FINISH FLOOR OF BASEMENT. OATS '' PRODUCTION BY L _ — 2 X 6 OR 2 X 8 CONT. SILL PLATE RECESS BOLT HEADS OR SPACE TO AVOID FLOOR JOISTS. I r 21) PORCH FOUNDATION SHOULD BE CONNECTED TO THE HOUSE FOUNDATION. FASTENED TO FOUNDATION WALL I 22) MODULAR HEADERS ARE NOT DESIGNED TO CARRY MASONRY(VENEER) LOADS. L _ _ _ _ _ _ _ _ — _ _ _ _ — _ _ _ _ _ — _ _ _ _ _ — — _ I 23) PRECAST UNTE S WILL BE REQUIRED OVER OPENINGS IN BASEMENT MASONRY WALLS ON-SITE BY OTHERS. _ _ o — _ — 24) ALL EXTERIOR SITE WORK IS ON-SITE BY OTHERS — _ _ _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 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. 18 X 24 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 DETERMINED CONCRETE FOOTING DIMENSIONS TO BE THIS IS THE RESPONSIBILITY OF OTHERS. LOCALLY BY OTHERS DETERMINED 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 BASEMEN: ROOMS INTENDED FOR HUMAN OCCUPANCY TO BE PROVIDED WITH LIGHT(8%)AND VENTILATION (4%) OF FLOOR AREA. SITE LOCATION: 30) BASEMENT MAY BE EXPANDED TO FIT 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: — FLUSH FLOOR GIRDER (SEE TABLES (8) ALL CONCENTRATED LOADS, RESULTING FROM MATE WALL OPENINGS GREATER THAN 4 FT. SHALL BE SUPPORTED BY PIERS OR DECK SHEATHING DECK SHEATHING ) 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. K 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. 19 (F) ALL ELECTRICAL AND MECHANICAL INSTRUCTIONS SHALL CONFORM TO CURRENT STATE AND LOCAL CODE REQUIREMENTS. �� i/4'STEEL PLATE SAME PRESSURE TREATED (G) BASEMENT WALL AND CEILING INSULATION MUST BE INSTALLED IN COMPLIANCE WITH THE ENERGY REQUIREMENTS OF WIDTH AS FLOOR GIRDER SQL PLATE METAL JOIST HANGER PA ILIA 145.41(c)(d) w/(4) 3/8'K 2'LAG (2)J'W ANCHOR BOLTS (H) MINIMUM 6 IN. CLEARANCE BETWEEN GRADE AND BOTTOM OF SIDING SHALL PROVIDED. OLYON- 3 EWS(BY OTHERS) OPTIONAL FLUSH FLOOR GIRDER DETAIL (1) PURCHASER RESPONSIBLE FOR ALL SERVICE ENTRY CONNECTIONS AND ON-SITIT E TESTING AS REQUIRED BY LOCAL JURISDICTION. SCR 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. MD FOUNDATION NOTES: HOMES CORPORATION BLOCK PIER (A) SOIL CAPACITY 2000 PSF PO BOX 27. AIRPORT RD.&EUNSGROVE, PA 17870 (9) FOOTER CAPACITY 3000 PSI (570)374-4004 1(800)788-4754 (C) FOOTER SIZES Will BE CALLED OUT ON EACH FOUNDATION �A- 01V!RbVED OBAwlr+c TITLE: BASEMENT DETAIL CRAWL SPACE DETAIL SUBMITTED TYPICAL 2-BOX FOUNQ WN RM Q APR IR 1 8 L{005 ORM BY: MJB I DATE: 2/2/05 F 1 y I CHECKED BY: SCALE: FI NTS L� PROJECT NO. SERIAL NO. (ZOOM 8RM1 BATHHI BATH ml01"IDN UJ- BR p3 BR@Length(FT) 35 8 8519 17 11.5 12 WirBh(FT) 14 5 6.514 14 14 14 Ext.Wall(FT) 2fi.5 0 8533 31 11.5 26 CIgHeight(FT) 8 8 68 8 8 6 Area Loss(UxA) Area Loss(UXA) Area Loss(UxA) Area Loss(UxA) Area loss(UxA) Area Loss(UxA) Area Loss(UxA) 1) SPECIFIC HEAT LOSS AND HOT WATER BASEBOARD LAYOUT PROVIDED TO LOCAL Windows(U) BUILDING OFFICIAL WITH EACH SUBMISSION 0.32 31 9.9 0.0 8 z6 23 7.4 31 9.9 16 5.1 16 5.1 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 00.27 0.0 0.0 0.0 5.1 z2 0.0 0.0 0.0 - OUTSIDE DOORS WEATHER STRIPPED OF WITH STORM DOORS .n o.o o.o o.0 1s . 0.0 0.0 0.0 Ext Walls(u) - INFILTRATION INCLUDED IN HEAT TRANSFER MULTIPLIERS FOR WINDOWS 0.055 181 10.0 0 0.0 60 3.3 222 12.2 195 10.7 76 4.2 192 10.6 AND DOORS. 181 0.0 0 (10 60 0.0 222 0.0 195 0.0 76 0.0 192 0.0 - INFILTRATION FOR OPERABLE WINDOWS MEETS REQUIREMENTS OF Floors(U) ANSI/AAMA/NWWDA 101/I.S.2-97 0049 189 9.3 40 zo 55.25 2.7 266 13.0 23B 11.7 16T 7.9 168 8.2 3) R-19 INSULATION IN FLOOR IS INSTALLED ON-SITE BY OTHERS 189 0.0 40 0.0 55.25 0.0 266 0.0 238 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 0.026 189 4.9 40 1.0 55.25 1.4 268 6.9 238 6.2 161 4.2 168 4.4 5) R-30 INSULATION IN CEILING (OPTIONAL R-38) IS FACTORY INSTALLED 1as 0.0 40 0.0 55.25 0.0 266 0.0 238 0.0 161 0.0 168 0.0 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 Total 0.o1fi 151z 24 3zo 5 44z 7 zlzs 3a 1s0+ 30 zsa 21 1344 22 PROVIDED AND INSTALLED ON-SITE BY OTHERS Design U x rn 5a a 17 7s 7z 4z 50 8) OTHERS MAY OMIT HOT WATER BASEBOARD HEAT AND INSTALL FORCED AIR Design Temp a+ HVAC SYSTEM ON-SITE Heat Loss(UxAxT) 5189 723 1521 7012 64M 3741 44M 9) FACTORY INSTALLED MECHANICAL EQUIPMENT SHALL BE LISTED BY A EBB(2501 FT) 7 1 2 9 a 5 6 RECOGNIZED TESTING AGENCY AND INSTALLED IN ACCORDANCE WITH HWBB(6601FT) 10 1 3 14 13 7 s THE TERMS OF THE LISTING. 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. 2)ATTIC SPACE FINS HED I WORST CASTED ONSITE A UREOTH DIFFERENCE 3)HEAT LOSS BASED ON WORST CASE TEMPERATURE DIFFERENCE OF 81 10 O BY DATE PRODUCTIONO2 '1 � 1 ° ` RD TO BUILDER: PENN LYON HOMES - - FA�� ` r , ._. , .'s""')�•�'� JOB NAME: - : MODEL: CAPE SYSTEMS il t "J SITE LOCATION: - �,;ttlttt11,t1, COUNTY: ZIP CODE: SEISMIC CATEGORY:A. - l41 MRE - _ --.' - SNOW LOAD (Pg): - PSI` WIND SPEED (V3s): - mph _ ,.r' ,�` �> L..z: PENN Uar, BOOM EniBOOIf ig (OLYON A. HOMES CORPORATION (570)374-4004 BOX 27, R�NT RD. SELINSG1(00)788-7870 4754 APR 1 8 2005 ix+AvxnG TITLE 9• 7* 11' TYPICN. 2-80X HOT WAI R BASEBOW PUN PFSCORP rxlAwrt BY. MJB ME. 2/2/05 SHEET: OlE�e By: SCALE, M NTS 1 J PROJECT NO. SERIAL NO. 7' V R' i' i .5.2 Q i J2 ° — ! 2000 WATT S. 110 0 I N/DBUG yt... DATE DESCRIPTION BY NS BEDR00111 J2 L=G RM BSDB00)iH f ,�l;!!!?•t++Flfllffll DATE PRODUCTION BY \.� SEE SHEET MI FOR HEAT LOSS CALCULATIONS BUILDER: PENN LYON HOMES JOB NAME: - -\ MODEL: CAPE SYSTEMS 1) SPECIFIC HEAT LOSS AND ELECTRIC BASEBOARD LAYOUT PROVIDED TO LOCAL BUILDING OFFICIAL WITH EACH SUBMISSION '!• is •,;,; ':�}° ; SITE LOCATION: — 2) TYPICAL HEAT LOSS IS BASED ON: — INSULATED DOORS k WINDOWS ""'` COUNTY: - - DOUBLE OR INSULATED GLASS IN ALL GLAZED OPENINGS — OUTSIDE DOORS WEATHER STRIPPED OF WITH STORM DOORS 200 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 KE DESCRIPTION BREAK AWG CIRCUIT DESCRIPTION BREAK Awc SEISMIC CATEGORY: — 3) R-19 INSULATION IN FLOOR IS INSTALLED ON—SITE BY OTHERS SMALL APPLIANCE 2OA 12 0 DISHWASHER OPTIONAL 20A 12 ( 9); 4) R-19 INSULATION IN WALLS (OPTIONAL R-13) IS FACTORY INSTALLED SMALL APPLIANCE 20A 12 P , WATER HEATER 25A 10 SNOW LOAD P — psf 5) R-30 INSULATION IN CEILING (OPTIONAL R-38) IS FACTORY INSTALLED GENERAL LIGHTING 15AA 14 Q HEM LIGHTING 15A 14 WIND SPEED (V3s):112 — mph 6) INSULATION LEVELS DETERMINED BY RESCHECK ANALYSIS. COMPLIANCE FORM PROVIDED TO LOCAL BUILDING OFFICIAL WITH REFRIGERATOR 20A 12 R ELECTRIC HEAT 20A 12 EACH SUBMISSION. SMALL APPL DINING 20A 12 7) FURNACE, BOILER, OR'SIMILAR HEAT PLANT SHALL BE PROVIDED AND INSTALLED ON—SITE BY OTHERS ATTIC 20A 12 S ELECTRIC HEAT 20A 12 PENN 8) OTHERS MAY OMIT ELECTRIC BASEBOARD HEAT AND INSTALL FORCED AIR HVAC SYSTEM ON—SITE. GENERAL LIGHTING 15A 14 9) FACTORY INSTALLED MECHANICAL EQUIPMENT SHALL BE LISTED BY A RECOGNIZED TESTING AGENCY AND INSTALLED IN 1 GENERAL LIGHTING 15A 14 T ELECTRIC HEAT 20A 12 ACCORDANCE WITH THE TERMS OF THE LISTING. J GENERAL LIGHTING 15A 14 K GENERAL LIGHTING15A 14 OA 12 (OLYON TO 5' ARE FACTORY INSTALLED. U ELECTRIC HEAT 2 10) THERMOSTATS WITH A RANGE OF 45 8 E L WASHER OPTKX�AL 20A 12 WHIRLPOOL TIMER SWITCH 20A 12 11) All BASEBOARD HEAT ELEMENTS ARE RATED A7 40V WATTS/FT. AT 240 VOLTS. V HOME$ COMRATION M DRYER (OPTIONAL) 30A 10-3 11) FOR ELECTRIC HEATERS VOLTAGE OTHER THAN 240V EQUIVALENT OUTPUT HEATERS SHALL BE PROVIDED. W MICROWAVE OPTIONAL 20A _ ��,�„ 12) MAXIMUM OF 3750W OF ELECTRIC BASEBOARD HEATERS PER CIRCUIT. X RANGE H000 - W PO BOX 27, AIRPORT RD, SEUNSGR(80 78 17870 N RANGE 40A 8-3 r-�' '} ' �, (570)374-4004 1(800)788-4754 13) ALL WALL MOUNTED THERMOSTATS MOUNTED 44°TO 54° AFF TO TOP. a� 14) THE INSTALLATION OF ALL ELECTRIC BASEBOARD HEATING SHALL BE DONE IN STRICT ACCORDANCE WITH THE TEMPERATURE G PERFORMANCE REQUIREMENTS OF BASEBOARD HEATING FOR EACH STATE INVOLVED. TYPICAL 2—BOX ELECTRIC 15) ELECTRIC BASEBOARD HEATERS CONFORM TO THE REQUIREMENTS OF THE UL STANDARD FOR SAFETY ON BASEBOARD APR 1 8 2005 HEATING. BASEBOW FLM) S CORP. OWN BY: MJB ' 2/2/05 5HLLr: - �=�: SCALE.' M2 NTS iil PROJECT NO. SERIAL N0. CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT (VENT AREA= 17 SI/LF) (VENT AREA a 17 SI/LF) OPTIONAL ROOF DORMERS OPTIONAL ROOF DORMERS 12 9(MIN) 12(MAX) lif ;: FACTORY SUPPLIED/SITE FACTORY SUPPLIED EXTERIOR LIGHT - WALLED WINDOW DATE BY INSTALLED ON-SITE BY OTHERS DESCRIPTION ®® ® VENTFD VINYL SOFFIT Hl (9251/SF) GLAZM EXTERIOR STAIRS AND RAILINGS ®® INSTALLED ON-SITE BY OTHERS WP CFl FRONT ELEVATION RIGHT SIDE ELEVATION F'�T'` FACTO: CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT (VENT AREA= 17 51/lf) (VENT AREA= 17 S1/ s V 1 _ Lev J OPTIONAL ROOF DORMERS ;a':`a ,t` _ ?,;n�'•d/P 9(MIN) 12 _ a DATE PRODUCTION BY 12(MAT() BUILDER: PENN LYON HOMES FACTORY SUPPLIED/SITE cv JOB NAME: — INSTALLED WINDOW MODEL: CAPE SYSTEMS SITE LOCATION: — VENTED VINYL SOFFIT a � a (.92 SI/5F) COUNTY: _ ZIP CODE: Ll L SEISMIC CATEGORY: — SNOW LOAD (Pg): — psf WIND SPEED (V3s): — mph wP On REAR ELEVATION LEFT SIDE ELEVATION PENN (DLYON_ � APPR E HOMES CORPORATION NOTES ALL EXTERIOR RAILING,STEPS,STAIRS.DECKS AND EGRESS TO GRADE ON-SITE BY OTHERS. ® PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 2. END SIDING B INSTALLED ON-SITE BY OTHERS.OTHERS ARE RESPONSIBLE TO PROVIDE AND INSTALL BUILDING PAPER WITH 4' APR p (570)374-4004 1(800)788-4754 MINIMUM LAP OVER SHEATHING FOR WEATHERPROOFING MODULES. BOTTOM ROW OF SIDING IS TO BE INSTALLED ON-SITE BY �O�J pJ� A I R 8 2005 OTHERS. �0 DRAWING DIIE 4. RAIN GUTTERS AND EVADERS ARE PROVIDED AND INSTALLED I ON-SITE BY OTHERS. oOJ�E 2—BOX ELEVATIONS 4. VINYL OR ALUMINUM VFMED SOFFIT PROVIDED BY PlH AND INSTALLED ON-SIZE BY OTHERS.(OPTION TO BE INSTALLED BY PlH). � � �'4a�° CORP. TYWA 41VIb7 5. ALL EXTERIOR LIGHTS ARE INSTALLED ON-SITE(OPTION TO BE PROVIDED BY PUN). - �""""''�'"'" 6. CORNER POSTS MAY BE INSTALLED IN THE FACTORY BY PLH OR ON-SITE BY OTHERS. BASIC 2-BOX CAPE & ALL METAL SIDING MUST BE GROUNDED PER ARTICLE 250 OF NLC.(ON-SITE BY OTHERS) BASIC 2-BOX W O DRAWN BY: DATE SHEET. LATCHING INDICATES DORMERS TO BE PROVIDED W EI 2/2! 05 A 17 BY PUN AND INSTALLED ON-SITE BY OTHERS • CHECKED BY: SCALE NTS 1 ' • i PROJECT NO. SERIAL NO. 1 1/2"VENT CONNECTION TO CONNECTION TO 1/2'VENT "VENT 'VENT SHOWER HEAD 1/2, SHOWER HEAD TUB OVERFLOW DRAIN VANITY DRAIN ANTI—SCALD VALVE 'ANTI—SCAU)VALVE 1/2" m - PLUMBING ALL SHOWERS ALL SHOWERS ACCESS SHOWER DRAIN 2" PANEL PLUMBING \� CONNECT TO (\ ACCESS 1 1/2' TEE N. TEE I `\ B FIXTURE \\ PANEL 1 1/2"TRAP 1 INISHED FLOOR INISHED FLOOR 2"TRAP j \TUB DRAIN f NSHED FLOOR NISHEO FLOOR /2 I I /2'NISH /2- 2'TRAP) UTOFF SVAALLVE DATEDESCRIPTION BY 1 1/2°TRAP VALVE HOT \SHOWER - -- BATHROOM VANITY - --- --CLOTHES WASHER _ FNISHLOOED R —\\ SUPPLY NF ISED \ I WASTE&VENT WASTE &VENT WASTE&VENT WASTE &VENT COLD COLD I 3'MAIN VENT &W.C. VENT 1/2'VENT TUB/SHOWER SHOWER SUPPLY WASHER PAN DRAIN fH TEMPERATURE RANCH VENTS AS REQUIRED INK DRAINS \\ &PRESSURE \\ RELIEF VALVE \\ y� NNECTIONS TO 3/ IZE PERISPOSAL \\ // VANITY FIXTURE SUPPLY LINEDBL SM. TEF 2" \ // RESSURE RELIEF TO2'VENT FOR R GAP NON-HAZERDOS LOCATION RE BASE- 2° /r MENT FIXTURES FINISHED 1 1/2' FLOOR HOT HUTOfF COLD i ry:T. .-• r r• •TRAP VALVE (ij s_ i FINISHED fL00 WISHED FLOOR DRAINS TO VACUUM RELIEF VALVE 2" DATE PRODUCTION BY W/C NON-HAZERDOS FINISHED LOCATED V ABOVE AIR GAP LOCATION FLOOR TOP OF WATER HEATER. OW DRAIN UNE NSHED FLOOR 0.,•t1ES3�tEi;t:!l/��, PRESSURE RELIEF LINE '" ` '^ �•' �� SUPPLY SUPPLY �' ';`=:`•`:. _. .t�^ ' AT FINISHED FLOOR f.i WATER CLOS S & MAIN VENT KITCHEN SINK/DISHWASHER/DISPOSAL WASHER PAN ^� BUILDER: PENN LYON HOMES WASTE&VENT WASTE&VENT WASTE&VENT (IF REO'D) BATHROOM VANITY WATER HEATER - C. _ `•,f>... >_.:,>� JOB NAME: DOPED HIGH AND MODEL: ,CAPE SYSTEMS SECURELY FASTENED TO COUNTER OR WALL : , ;:`:�. 'SITE LOCATION: - F000 WASTE NNECTIONS TO SINK FUTURE ��e.. .� GRINDER SEE e COUNTY: — SHUTOFF VALVES AND WASHER HOOK UPS CONNECTION /?° ZIP CODE: 2°P TRAP DISHWASHER TO WATER CLOSET SHUTOFF TH DISHWASHER OPTION ONLY SEISMIC CATEGORY: - 2'VENT Imo VALVE R GAP FTiING lam+&MD S"K � SNOW LOAD (Pg): - psf WYE—BRANCH FITTING 1/2• /2" LISTED WATER—HAMMER ARRESTER 2 PEE 1/2. WIND SPEED (V3s): - mph KITCHEN SINK/DISHWASHER/DISPOSAL usrE0 HUTOFF VALVE HOT /2' WATER—HAMMER PENN r P- 36 ARRESTER CONNECT TO DISHWASHER °VENT 24•� �� GOLD (OLYON HUTOfF VALVE WATER PROOF ROOF FLANGE— LANGE 6"MIN. FWLS�HERD HOT LASHED FLOOR s`m "" 2'PIPE COLD INISHED FLOOR , 4 ��E HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 qq F�1n (570)374-4004 1(800)788-4754 oN-ATE Sal OR WASTE UNE SUPPLY A P R 3 8 2005 URnWIRc rnte SUPPLY SUPPLY KITCHEN SINK S �MBING DENS • 0RP. VENT THRU ROOF DETAIL O DISHWASHER/DISPOSAL LOOP VENT DETAIL CLOTHES WASHER WATER CLOSET '"``'��`"•—• °PAWN Il': u,16 ' 2/2/05 NTS St 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-FLDOR HORIZONTAL SUPPLY LINES INSTALLED BY OTHERS AND INSPECTED LOCALLY. 2 PITCH ON HORIZONTAL WASTE LINES IS 1/4' PER FOOT. 2 ALL POTABLE WATER LINES ARE TYPE 'L'COPPER, GALVANIZED, OR CABO (ONE AND TWO FAMILY DWELLING 3. WASTE LINES : INSTALL WYE W/CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO DISPOSAL SYSTEM. CODE)APPROVED PLASTIC PIPE 4. PVC-DWV PIPE SUPPORTS:AT BRANCHES, CHANGES IN DIRECTION AND AT THE BASE, EACH FLOOR AND MID 3. RODENT PROTECTION SHOULD BE APPLIED ON-SITE AT WATER INLET WALL PENETRATIONS STORY (VERTICAL) MAXIMUM EVERY 3'-0'AT THE END OF BRANCHES, AND CHANGE OF DIRECTION OR 4. ALL VALVES ARE GATE OR ANGLE TYPE ELEVATION. 5. ALL HOSE BIBBS ARE 3/4'NON-FREEZE TYPE OR DRAIN VALVE 5. FLOOR PENETRATIONS IN FIRE RATED ASSEMBLIES FOR DWV 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 OTHERS. PLH (CRAWSPACE FOUNDATION); WHEN ENCLOSED AND ACCESS PANEL IS SUPPLIED. 6. VENT STACKS SHALL EXTEND UNDIMINISHED IN SIZE TO A MIN OF 12' BELOW ROOF. 24' BELOW ROOF LINE 7. NO PLUMBING IS DONE IN FACTORY BELOW 1ST FLOOR, CONNECTIONS 80OW FIRST FLOOR BY OTHERS FOR RHODE ISLAND. DATE DESCRIPTION BY B. ON-SITE PLUMBING TO BE INSTALLED(INCLUDING 1ST STORY ON-SITE INSTALLED PIPING)MUST BE 7. ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4' MINIMUM BEARING. APPROVED LOCALLY& FIELD TESTED. - 8. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0'. HORIZONTALLY INSTALLED -- 9. PLUMBING WALLS ARE NOTCHED TO SUPPORT HORIZONTAL PIPING. PLASTIC PIPE UNDER 2'SHALL BE SUPPORTED AT 3'-0` INTERNALS. 10. EQUIVALENT FIXTURES & MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY FURNISHED OR 9. FUTURE VENT FOR BASEMENT MODELS TO BE CAPPED AND LABELED. _ SPECIFIED EQUIPMENT IS UNAVAILABLE 10. HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL TO LE 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 SWJJ_BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET- MAXIMUM LENGTH FROM FIXTURE 13. WHERE CODE PERMITS, SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS. OUTLET TO TRAP WEIR IS 24'. 14. 3/4'MIN. HOT&COLD SUPPLY LINE TO BE USED FOR FIELD. WITH 1/2'SUPPLY FROM MAIN SERVICE TO 13. ACCESSIBLE P-TRAPS TO HAVE A UNION IN TRAP SEAL AND BE REMOVABLE OR HAVE A FULL TRAP SIZE INDIVIDUAL FIXTURES. (V 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 DRAW LINES ARE TO BE RUN IN SEPARATE STUD CAVTIES. 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 FXTURE TRAP WEIR m VENT SHALL FIE: 18. SUPPLY PIPING IN UNHEATED AREAS (OUTSIDE WALLS&CRAWL SPACES) SHALL BE INSULATED. PIPING SHALL 1 1/2'PIPE= 5'-0- BE KEPT OUT OF UNHEATED AREAS WHERE POSSIBLE 2' PIPE = B'-O' 19. PLUMBING FIXTURE ACCESS PANELS WILL BE PROVIDED PER APPLICABLE CODES. 3'PIPE = 10'-0' 20. FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR IN MIDDLE 1/3 17. PLASTIC LAVATORIES, WATER CLOSETS AND KITCHEN SINKS ARE NOT ALLOWED. OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 2'IN FROM EITHER EDGE 18. 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. DATE PRODUCTION BY SUPPLIED. 21. DRAINAGE LINES STUBBED BELOW FIRST FLOOR FOR CONNECTION ON-SITE BY OTHERS 23, ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS. 22. BELOW-FLOOR HORIZONTAL DRAINAGE LINES INSTALLED ON-SITE BY OTHERS AND INSPECTED LOCALLY. 24. IN PLANT PLUMBING TO BE PLUGGED,CAPPED, OR PROTECTED BY SOME MEANS IN TRANSPORT. 23. DWV PIPING IN UNHEATED AREAS (OUTSIDE WALLS & CRAWL SPACES) SHALL BE INSULATED. PIPING SHALL 25. LAVATORIES AND SINKS,TO BE EQUIPPED WITH OUTLET DEVICES WHICH LIMIT HOT WATER TO A MAXIMUM OF BE KEPT OUT OF UUNHEATED AREAS WHERE POSSIBLE. A ' - 22 G.P.M. AT 60 P.SI.(SHOWERHEADS 2.5 G.P.M. MAX.AT 80 P.SI.) AS PER CABO ONE AND TWO FAMILY 24. 3' PVC RADON VENT FROM BASEMENT TO ATTIC TO BE CAPPED AND LABELED. 3' PVC RADON VENT SHALL ;:A i ` J _. .. ,- •s DWELLING CODE WATER CLOSETS SHALL BE MINIMUM 1.6 GAL PER FLUSH. NOT BE CONNECTED TO ANY OTHER VENT OF PIPING SYSTEM. JBOX TO BE PROVIDED IN ATTIC TO POWER BUILDER: PENN LYON HOMES 26. HOT WATER HEATER INSTALLATIONS SHALL MEET THE REQUIREMENTS OF THE ENERGY CONSERVATION CODE FAN, (NJ &PA) 1 {" JOB NAME: - 27. ALL PLUMBING TO BE TESTED IN THE PLANT. NO PLUMBING SHALL BE COVERED OR CONCEALED BEFORE :'.i. L° d!u TESTING. 28. HOSE SPRAY FOR TUB/SHOWER (IF PROVIDED) SHALL HAVE A BATH SPOUT AND VACUUM BREAKER. MODEL: CAPE SYSTEMS 29. LEAD CONTENT IN SOLDER&FLUX FOR COPPER TUBE JOINTS SHALL BE LIMITED TO 0.2 PERCENT. - .L4'''' - "` • .SITE LOCATION: 30. PLUMBING TESTS OF COMPLETED SYSTEM PERFORMED ON-SITE BY OTHERS `•'' i:' n "`•, 31. SHUT-OFF VALVES INSTALLED ON EACH SUPPLY UNE AT EACH FIXTURE COUNTY: - 32 CRAWL SPACE PIPING SHALL BE PROTECTED FROM FREEZING ON-SITE BY OTHERS. . CODE:ZIP -Z SEISMIC CATEGOR Y: - SNOW LOAD (Pg): - psf WIND SPEED - mph GENERALLY ACCEPTED STANDARDS MINIMUM DIMENSIONS: (y3s): 1. PORCELAIN ENAMELED FORMED STEEL PLUMBING FIXTURES:ASME AT12.19.4M 1. CENTERLINE OF WATER CLOSET TO BOTH WALLS SHALL BE 15'MINIMUM. •`.. PENN 2 PLASTIC BATHTUB UNITS:ANSI Z124.1 2. EDGE OF WATER CLOSET SHALL BE A MINIMUM OF 4'FROM EDGE OF LAVATORY. 3. PLASTIC SHOWER RECEPTORS AND SHOWER STALL ANSI Z124.2 3. CLEARANCE IN FRONT OF WATER CLOSET SHALL BE 21' MINIMUM. 4. STAINLESS STEEL PLUMBING FIXTURES:ASME AT12.19.3M 4. CLEARANCE IN FRONT OF SHOWER SHALL BE 24' MINIMUM. T(OLYON 5. VITREOUS CHINA PLUMBING FIXTURES: ASME A112.19.2M 5. SHOWERS SHN.L BE 30'MINIMUM DIMENSION FROM SIDE TO SIDE AND HAVE A MINIMUM FLOOR AREA OF 900 SQ. IN. -r»:r 6. SOLDER IS 99.8% LEAD FREE ASTM 832 FOR SUPPLY PIPING. " `;,r�T :tJ,s.,;5.;; 7. COPPER TUBING TYPE L& K ASTM 875, 888, 8251, 8447 Po& CONNECTIONS BELOW FIRST FLOOR ON-SITE BY OTHERS. }.-y m HOMES (;ORpORATION 9. POLYVINYL CHLORIDE PVC PIPE AND FITTINGS - SCHED 1(80. 40 ASTM 01785, 02241. D2672 PO BOX 27, AIRPORT RD, SELINSG PA 1 (570)374-4004 1(800)7L18-4754754 10. SOLVENT CEMENT FOR(PVC) -ASTM D2564 APR 1 8 2005 DRAWING TITLE: 11. ALL DWV& SUPPLY LINES SUPPORTED BY METAL STRAPS EVERY 4'-0'. 12. VINYL ROILED GOODS ON BATHROOM FLOORS. PLUMBING N01B 13. CROSS LINKED POLYETHYLENE (PEX) PLASTIC TUBING:ASTM F876, F877 §`�"A io"p� •3 ya 6 LI � � m DRAWN BY: B DATE: 2/2/05 SHEEP: P 2 CHECKED BY: SCALE: NTS k r, >,: PROJECT NO. SERIAL NO. u 1 1/2•VENT UP 1/2•DRAIN ON DATE DESCRIPTION BY 0 -- j! �`� I 7ffURE BEDROOM #1 ` „ -___f_=::=:_ YLTCHBN/DII1ID4G Al VENT UP !ice - 1 1/2•DRAIN DN - - 1 1/2•VENT UP a ON 1 1/2 VENT UP 1 1/2•DRAIN ON DATE PRODUCTION BY BEDROOM 12 LIVING ROOM � BEDROOM /9 � '. BUILDER: PENN VON HOMES JOB NAME: — MODEL: CAPE SYSTEMS SITE LOCATION: — ��t; COUNTY: — <.,,: _ ZIP CODE: — �' SEISMIC CATEGORY: — E ' f SNOW LOAD (Pg): — psf WIND SPEED (V3s): — mph - PENN ` LYON ` HOMES CORPORATION PO BOX 27. AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 - DRAWING ITTIL I TYPICAL PICAL 2—BOX DW r1.fYi DRAWN BY: MJB DATE: Z/Z/OS SHEET: CHECKED BY: SCALE: P3 NTS PROJECT NO. SERIAL NO. PART # DESCRIPTION VIR 1 1 1/2-PIPE p 2 2'PIPE 3 3'PIPE 42/24 I 4 1 1/2' P-TRAP FACTORY INSTALLED DRAIN LINE 5 r P-TRAP � 1 6 1 1/2' LT ELL 16/24 --- - FACTORY INSTALLED VENT LINE 7 r LT ELL23 1 �— 8 3' LT ELL r' � 1 �� I 9 1 1/r ELI DATE DESCRIPTION BY I r 1RF NT ; � 9 2' ELL 1 ` i 3'ELL 96� I v 1 1 TO 3" LAIN 10 x 12 1 I/2 LT TEE WYE SHOWER I I I 1 13 r LT TEE-WYE FIELD�1 14 3'LTTEE-WYE LAI I 1 I I 15 1 I/2' SAN-TEE 27 I I 1 BELOW-FLOOR DRAIN LINES I 16 2' SAN-TEE — j INSTALLED ON-SITE BY OTHERS 17 3' SAN-TEE 11 I 4 I AND APPROVED LOCALLY 18 r X 2' z 1 1/2' LT TEE-WYE 1 I 4/29 19 3'X 3' X 1 t LT TEE-WYE LT - TUB/SHOWER 20 3' X 3' X 2' LT TEE-WYE wC 21 r X r X 1 1/2' SAN-TEE VANITY VANITY KITCHEN SINK 22 1 3' X 3' X 1 1/2' SAN-TEE 23 1 3' X 3' X 2' SAN-TEE 24 r X 1 1/2, REDUCER 25 3'X 1 1/2' REDUCER 26 3'X r REDUCER 27 4' X 3'CLOSET FLANGE 28 1 t/r TUB OVERFLOW — -- --- 29 1 1/r CONT WASTE 30 1 1/2' 45 ELL _ 31 2' 45 ELL 32 3' 45 13L 33 3'ROOF FLANGE 34 1 1/2'CMIPLING DATE PRODUCTION BY 35 2'WRING 36 3'C@JPI.ING — 37 2' CAP 38 1 I/2'CLEAN-OUT PLUG 39 2' CLEAN-Off PLUG 40 3• CLEAN-GUT PLUG BUILDER: PENN LYON HOMES 41 3'DBL SAN-TEE JOB NAME: 42 3`X 3•X 2•X 2'DBL SAN-TEE >;"t -.` '{4 st — 43 3'X 3'X 1 1/2'X 1 1/2-DBL SAN- �r0 ° - ° ' '`- MODEL: CAPE SYSTEMS 44 2 DBL SAN-TEE � __op o ' -..._ lads y FACTORY INSTALLED COLD WATER LINE 45 V PIPE — ----- FACTORY INSTALLED HOT WATER LINE 46 4•X 4•X 2'LT TEE-WYE SITE LOCATION: 47 a'%4•%3•TEE-WYE ; ,1 ' _. =. aub - COUNTY: — 48 4'CLEAN-DDT PLUG t;11;3esETa.=:g,,, ZIP CODE: -- 1/2' 1�/2. 49 4'TEE-WYE ..�° ^1 {jr ,`fO°s SHOWER 50 4'%2'REDUCER 1 4'X 3•REDUCER SEISMIC CATEGORY: 1/2" HAMMER WATER 52 '!—I 4'X 4•X 4•LT TEE-WYE m / /z" ARRESTOR (TYP) ss _ a'X a•X 3•SANT TEE ,`` SNOW LOAD (Pg): - psf 1 2 X 4'X 3'X 3'DBL SANT TEE 1 �s 1/2'1 rl/2" 55 3'X 4 REDUCING ELL WIND SPEED Ms): mph I TUB/SHOWER - 57 4'%4•X 3'LT TEE-WYE ?!- r``'"�° _ PENN VANITY /2' 58 4'LT ELL 59 3"DBL FIXTURE FIRING ';: i/2' 6p 3'DBL 1/4 BEND :''�`: r :;e LYON VANITY 1) BELOW-FLOOR WATER LINES INSTALLED ON-SITE BY OTHERS AND APPROVED LOCALLY 61 3'WYE 2) SHUT-OFFS PROVIDED ON ALL SUPPLY LINES AT EACH FIXTURE e2 4'WYE 3) LAUNDRY FACILITIES INSTALLED IN BASEMENT BY OTHERS (BASEMENT MODELS) 63 a 45 _ 64 2•WYE >s ,n: HOMES CORPORATION J R 3 Ft��I E� PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 (570)374-40004yp�`' p/�y1(800)788-4754 f'�P�� Q:! UU DRAWING TfTLEpp��11ppr��IC�/A�L�/2—B/V�X PLUMBING SC 7EM\I IW cxu }' Pp DRAWN BY. MJB DATE: 2/2/OS sHTtT: CHECKED BY: SCALE: P 4' NTS PROJECT N0. SERIAL NO. . FACTORY SUPPLIED CONTINUOUS RIDGE VENT DETAILED ON-SITE BY OTHERS (2)2.6 RIDGE PER MODULE 2X SPF 12 RAFTER AT EACH TRUSS _ IX3 LATERAL BRIDGING(ON-SITE BY OTHERS) . FASTEN RAFTER PANEL EDGE RAIL TO TRUSS HEADER 2X4 EDGE RAIL WITH(3)16d NABS PER TRUSS/RAFTER SPACING 2X2 LEDGER FASTEN COLLAR TIE TO RAFTER WITH(8)16d NAILS 2.SPF 12 COLLAR HE 0 EACH TRUSS (ON-SITE BY OTHERS) 2X6 TRUSS HEADER -- ATTIC AREA FINISHED ON-SITE MANUFACTURED HINGED WOOD TRUSSES TO BE SPACED APPROPRIATELY FOR SNOW DATE DESCRIPTION BY OTHERS AND APPROVED LOAD OF SITE LOCATION R RWAUEF MANUFACTURER'S PER MANUFACTU 'S DESIGN DRAWINGS. BY LDCALLY. INSULATION LEVELS DETERMINEDBY RES CHECK ANALYSIS 30 YEAR(YIN)CLASS'C'FIBERGLASS SHW(OES IN AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN OVER 15d/30/THE SEAL ROOF UNDERUYYENT JANUARY IS 25F OR LESS.AN ICE BARRIER THAT (1)20d NAIL THROUGH 1 1/2' 'OVER 7/1G'AGUN Y RATED SHEATHING CONSISTS OF AT LEAST TWO LAYERS OF UNDERIAYMFM t2 FACE OF WE WALL TO TOP (MAX SPAN FOR 7/16-OSB ROOF SHEATHING CEMENTED TOGETHER OR A SELF-ADHERING POLYMER 12(WA CHORD(ON-SITE BY OTHERS) (24/16 INDEX)SHALL L BE 24'WITHOUT V CUPS.(40PSF)) MODIFIED BITUMEN SHEET,SHALL 8E USED IN LIEU OF 9(Ym NORMAL UNOERLAYMENT AND WEND FROM THE 2X4 HINGED KNEE WALL NAVE'S EDGE TO A POINT AT LEAST 24'ONSIDE THE TOE HAL BOTTOM TO DICK INSULATION LEVELS DETERMINED BY RESCHHECK ANALYSIS. E10ETNIOR WALL LANE 23/32'AGENCY RATED BOTTOM CHORD WITH PLA(E)1fid NAIL COMPLIANCE FORM PROVIDED TO LOCAL BUILDING OFFICIAL LT`G FLOOR DECKING FROM EACH SIDE AT EACH KNEE WTfFI EACH DISCRETE�� 4'-0' ALL AT BY OTHERS) AT(EVERY N07HIER 11GU55 R SPACE PROVIDED W/BAFFLES SITE INSTALLED DECKING 2a TRUSS BOTTOM CHORD(SEE SPECIFIC TRUSS DRAWING) 6' --__ _— ALUMINUM FINISHED FASCIA DBL(MIN)2X PER114ETER BEAM BOLTED WITH 1/2' OVER 2X6 SUB FASCIA VENTED VINYL SOFFIT THROUGH BOLTS 0 6'OC ON-SITE BY OTHERS 5/1.GYPSUM (,92 SI/SF) ALT.08 DECKING FASTENED OVER SEAM DBL 2X4 WN SPF#2 TOP PLATE DBL 2X SPF#2 TOP PLATE WITH 8'DIMENSION PERPENDICULAR TO JOISTS 5/8"TKK X 2•WIDE PLYWOOD(OR EQUAL) INSULATION LEVELS DETERMINED BY RESCHECK CT NOTE WEATHER PROTECTIVE BARRIER WILL EITHER AND FASTENED WITH 10d NAILS 0 3"OC. 1'CAP CONFORM TO ASTM 0226 OR HAVE AN EVALUATKIN COMPRESSION STRIP(GYP-BEARING WALLS) ANALYSIS. FFICk IT FORM FRONDED TO LOCAL REPORT THAT SPECIFICALLY INDICATES THAT IT IS ZX4 MIN SPF+2 0 16'OC BUILDING STUD G WITH EACH DISCRETE MODEL AN ALTERNATIVE TO ASTM 0226 4 13'-9'MODULE'A'(8'-0"MIN,15'-B"MAX) 13'-9'MODULE'0'(8'-0"MIN,15'-8•MAX) 2X6 SPF STUD GRADE O 24'OC(MAX) OPT.2X4 SPF STUD WADE 0 24-OC(MAX) GENERAL NOTES: I)ALL INSULATION INSTALLED MTH VAPOR BARRIER TOWARD HEATED SIDE v Damm nKm OVER AIR INFILTRATION (4)MEMBER FLOOR GIRDER(SEE TABLES) BARRIER OVER 7/166-AGENCY RATED VAPOR BARRIER SFAll BE KRAFT PAPER OR EQUAL KRA 2)WNW SMOKE DETECTOR PREWIRED BY FACTORY AND INSTALLED ON-SITE BY OTHERS. 'i BOLTED WITH 1/2-THROUGH BOLTS SHEATHING - 3)HABITABLE ROOMS CONSTRUCTED IN BASEMENT SHN1 BE PROVIDED WITH NATURAL LIGHT 0 6'OC ON-SITE BY O7HGR5 AND VENT. MINIMUM NATURAL LIGHT BASED ON 8%OF FLOOR ARIA MINIMUM NATURAL V1/z'GYPSUM(CLASS"C� SEE ADDITIONAL GIRDER CONFIGURATIONS. 1/2'GYPSLIM VENT BASED ON 4%OF FLOOR AREA WINDOWS SHALL ALSO COMPLY WITH MINIMUM EGRESS ZX4 MIN SPF#2 BOTTOM PLATE DATE PRODUCTION BY REQUIREMENTS. T&G FL AR DE FATED ZX SPF/2 BOTTOM PLATE 4)PRECAST LINTELS REWIRED OVER MASONRY OPENINGS(BY OTHERS). LUME S SIZED BY TdtG FLOOR DECKING DBL 2X8/2X10 PERIMETER BAND TOE NAILED OTHERS AND APPROVED LOCALLY. TO 501 WALE WITH I6d(0.135'0.3 1S')GALVANIZED 5)EXTERIOR SWING SHALL BE INSTALLED PER SWING MANUFACTURER'S INSTALLATION INSTRUCTIONS 2X8 SPF'2 0 16"OC(WIN)UP TO I1'-10'MODULE(SEE NOTE 11) 0 SPF 12 0 16-OC(MIN)UP TO 15'-8"MODULE(SEE NOTE 11) NAILS 0 8'OC ON-SIZE BY OTHERS --- 6)EXTERIOR OPENINGS SHALL BE FLASHED WITH CORROSION RESISTANT MATERIALS. 2X2 LEDGER./(i)3 Y'IT Q131'r NAIL O 4.O.C. m ". 7)BASEMENT STAIRS SUPPLIED AND INSTALLED ON-SIZE BY OTHERS AND APPROVED LOCALLY. lig 1/4'STEEL PLATE SAME WIDTH AS FLOOR GIRDER GRADE 8)ATTIC VENTILATION SHALL PROVIDE A NET FREE AREA EQUAL.TO 1/150 OF THE ATTICS ./(4)3/8".2'LAG SCREWS(BY OTHERS) 2X6(MIN)PRESSURE TREATED SILL(BY OTHERS) BUILDER: PENN LYOWHOMES AREA FOR CABLE VENTS AND 1/300 OF THE ATTICS FLOOR AREA FOR RIDGE VENTS. (MIN)WITH 9)RAFTER OR TRUSS SPACING SHALL BE ADJUSTED FOR DRIFTING OR SLIDING SNOW'. COMPLINSWIANNCE FON ORM PROVIDED PROVIDED TO L B DETERMINED BY UILDING��IK�AL EMBEDOMENT INTO MASONRY.FOUNDATION ANCHOR BOLTS SBOLTS BLOCATED 112 DIA%INrEITHER DIRECTION ,l-�;a `s. - n JOB NAME: — 10)ALL FASTENING SHALL BE w ACCORDANCE WITH THIS SUBSET. WITH EACH DISCRETE MODEL FROM ANY CORNER AND 6'OC(MAX)AROUND FOUNDATION PERIMETER 11)PRE-ENGINEERED STRUCTURAL COMPONENTS(LF WOOD I-JOISTS.OPEN WEB TRUSSES,ETC) INSULATION SHIPPED LOOSE FOR ON-SDE INSTALLATION MASONRY PLATE TIES WITH EQUAL OR GREATER STRUCTURAL MP13MES d"54.+ '.`. • -- .` MAY BE USED M WAGE OF OR INTEGRATED WITH DIMENSIONAL LUMBER FRAYING MEMBERS. BY OTHERS. FLOOR INSULATION OPTIONALLY INSTALLED MAY RE SUBSTITUTED FOR ANCHOR BOLTS MODEL: CAPE SYSTEMS COMPONENTS 194M PER COMPONENT MANUFACTURER'S INSTALLATION INSTRUCTIONS AND BY FACTORY.BUILDER MAY MIT FLOOR INSULATION AND SPECIFICATIONS. INSULATE BASEMENT WALLS TO IRC ENERGY CODE. FOUNDATION WALL,FOOTINGS,DRAINAGE,ETC !!?L e ''�" SITE LOCATION: — 12)26 CA CALV TERMITE SHIELD WITH 3 1/2-OVERHANG ON INSIDE AND 3/4-OVERHANG ON DESIGNED BY OTHERS PER LOCAL CONDITIONS T ,r_ a:..lJ�.''•i OUTSIDE(OR EQUAL)PROVIDED BY OTHERS. — 13)SILL PLATE/MODULE SEA/SEALED ON-SITE BY OTHERS. STEEL SUPPORT COLUMN SIZED BY OTHERS - �T€;p)7•_. COUNTY: 14)TRUSS TO MODULE CONNECTIONS DESIGNED PER TRUSS MANUFACTURER'S DESIGN DRAWINGS. F ( ) •,tli:?= N,`I f,.� SEE FOIDTATION DRAWING FOR SPACING Is)FRAMEPRW�AI��AND CEILINGS VAPOR RETARDER ALLOW MOISTURE TO ESWE HAVING A WJUMUM PERMEANCE RATING ...:�'• i.:'". :�:':'�°.�''f•. ZIP CODE:OF 1.0 PERM WHEN TESTED IN ACCORDANCE WITH PROCEDURE A OF ASTWE E 96.THE VAPOR �. RETARDER%Wi BE INSTALLED ON THE WARY-IN WINTER SIDE OF THE THERMAL INSULATION. .....:..- .. ....,_..' '.•...,.: _ .r _ _ SEISMIC CATEGORY SNOW LOAD (Pg): psf A TYPICAL 2-BOX CROSS SECTION - y : . ._ _ WIND SPEED (V3s): — mph PENN FLUSH FLOOR GIRDER(SINE RABIES) - � • •'-.�.,.`^• , L :. = LYON BOLTED FLOOR i GIRDER THROUGH BOLTS DBL 2X8/2XIO PERIMETER BOND TOE NAILED 0 6'OC ON-SITE BY OTHERS r� TO SILL PLATE WITH 16d(0.135'0.3)41 GALVANIZED - w s +wc.. NAZIS 0 8'OC ON-SAE BY OTHERS N �•�n p. ,p - I ', •24'(MIN)REO'D FOR AREAS REQUIRING GRADE HOMES CORPORATION METAL JOIST HANGER o SERVICE ACCESS To MECHANICAL EQUIPMENT OR BOLT PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 A ' (570)374-4004 1(800)788-4754 1PIERX 16'CONCRETE(WN) SEE FOUNDATION WALL,FOOTINGS.DRAINAGE,ETC /'�r I`1 yy 1 1(; OPTIONAL FLUSH FLOOR GIRDER DETAIL FOUNDATION FOR SPAGINK. DESIGNED BY OTHERS PER LOCAL CONDITIONS A UUJ DRAWING TITLE: a =. So, 2-BOX doss SECTION ,..Y.. . CRAWL SPACE DETAIL DRAWN BY: MJB DATE: 2/2/05 SHEET: CHECKED BY: SCALE: S 1 TUTS 2x8 SPF#2 OR 2xi0 SPF#2 OR 2x10 SPF#2 OR 2x12 SPF#2 OR PROJECT NO. SERIAL NO. BETTER FLOOR GIRDER BETTER FLOOR GIRDER BETTER FLOOR GIRDER BETTER FLOOR GIRDER 2x8 SPF#2 OR 2x10 SPF#2 OR &tt�� 2x10 SPF#2 OR BETTER FLOOR JOIST BETTER FLOOR JOIST BETTER fL00R JOIST METAL JOIST HANGER METAL JOIST HANGER N T FASTEN LEDGER STRIP (� w/ (1)3 Y° x 0.131 L NAIL ® 4" OC w/ (1)3 Y" x 0.131 NAIL ® 4" OC 2x8 JOISTS 2x 10 JOISTS 2x8 JOISTS 2x 10 JOISTS w/ 2x8 GIRDER w/ 2x 10 GIRDER w/ 2x 10 GIRDER wL 2x 12 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 12'MODULE 14'MODULE 16'MODULE MEMBERS 12'MODULE 14'MODULE 16'MODULE TYPE PER MODULE MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. PER MODULE TYPE MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. 2 2x8 No.2 SPF 5 t-0 in 2079 bs 1.63 in4 t-8 in 2226lbs 1.75 in 4 t-4 in 2320 lbs 1.82 in 2 2x8 Nn.2 SPF 4 It-8 in 2236 IDS 1.75 in Al t•3 in 2334 lbs 1.83 in 3 t-10 in 2403 lbs 1.89 in 2 200 No.2 SPF 6 t-2 in 2536 lbs 1.99 in 5 It•9 in 2718lbs 2.13 in 5 t-5 in 2888 bs 2.27 in 2 200 No.2 SPF 51-8 in 2728 bs l2.14 in 5 tl-4 in 2927 His 2.30 in 4 t.11 in 30GG lbs 2.41 in 2 2x12 No.2 SPF 7 It-1 in 2937 bs 230 in 6 It-7 in 3148lbs 247 in 6 It-3 in 3345 lbs 2.62 in 2 202 No.2 SPF 6 t-7 in 3159 bs 2.48 in 6 t-2 in 3389 bs 2.66 in 5 ft-9 in 3605 bs 2.83 in 2 7.25'LVL 8 ft-2 in 3373 lbs 1.50 in 7 t-7 in 3615 flis 1.61 in 7 ft-2 in 3841 lbs 1.71 in 2 7.25 LVL 7 It-7 in 3628 lbs 1.61 in 7 t-t in 3892 lbs 1.73 in 6 ft-8 m 4140 lbs 1.84 in 2 9.25'LVL 1011-2 in 4218 bs 1.87 in 1 9 It.6 in 4520lbs 2.01 in 8 t-11 in 4804 lbs 2.14 in 2 9.25 LVL 911-6 in 4537 ms 2.02 in 8 ft-10 in 4868 bs 2.16 in 8 ft-4 in 5177 lbs 2.30 in 2 11.25 LVL 12 ft-2 in 5042 bs 2.24 in t 11 It-4 in 5404lbs 2.40 in 10 It-8 in 5743 lbs 2.55 in 2 11.25'LVL 11 A-4 in 5424 IDS 2.41 in 10 It-7 in 5819 lbs 2.59 in 9 It-11 in 6189 lbs 2.75 in 2 14'LVL 14 H-10 m 6142 ms 273 in 13 t-10 in 65831bs 2.93 in 13 t-0 in 6996 Ibs 3.11 in 2 W LVL 13 t-10 in 6607 ms 2.94 in 12 t-10 in 7088 ms 3.15 in 12 @-t in 75391bs 3.35 in -- 2 18 LVL 18 H-6 in 7670 ms 3.41 in 17 8-4 in 82191bs 3.65 in 16 ft-3 n 8735 bs 3.88 in 2 18 LVL 17 t-3 in 8250 bs 3.67 in 16 H-1 n 8851 Ibs 3.93 in 15 H-1 n 9413 lbs 4.18 n 2 22'LVL 22 ft.0 in 9095 bs 4.04 in 2011-6 in 9747 lbs 4.33 in 19 ft-4 m 10358 IDS 4.60 in 2 27 LVL 20 @-5 in 9783 lbs 4.35 in 19 H•1 in 10496 Ibs 4.66 in 17111-11 in 1 11163 Ibs 1 4.96 in 3 2x8 No.2 SPF 6 ft.2 in 2546 lbs 1.33 in 5 t-9 in 2728lbs 1.43 in_ 5 ft-5 in 2899 lbs 1.52 in 3 2x8 No.2 SPF 5 H-9 in 2738 lbs 1.43 in 5 t-4 in 2938 lbs 1.54 in 51t-0 in 3125 lbs 1.63 in 3 2x 10 No.2 SPF 7 ft-6 in 3106 lbs 1.62 in 7 t-0 in 3329 lbs 1.74 in 6 fl-7 in 3538 lbs 1.85 in 3 2x 10 No.2 SPF 7 It-0 in 3341 lbs 1.75 in 6 t-6 in 3585 lbs 1.87 in 6 ft-1 in 3812 lbs 1.99 in 3 2x12 No.2 SPF 8 t-8 in 3597 bs 1.88 m B t-1 in 3855 lbs 2.02 in 7 ft-8 in 4097 lbs 2.14 in 3 2x12 No.2 SPF 8 H-1 in 3869 lbs 2.02 in 7 t-6 in 4151 lbs 2.17 in 7 t-1 in 4415 bs 2.31 in 3 7.25 LVL 91t-2 in 3807 bs 1.13 in 81-9 in 4153lbs 1.23 in B ft-4 in 4486 lbs 1.33 in 3 7.25'LVL 8 It-7 in 4118 lbs 1.22 in 8 t-2 in 4502lbs 1.33 in 7 Q-10 in 4871 lbs 1.44 in - 3 9.25'LVL 11 ft.9 in 4857 lbs 1.44 in 11 ft•2 in 5299 lbs 1.57 in 10 t-8 in 5724 lbs 1.70 in 3 9.25'LVL 11 ft-0 in 5254 bs 1.56 in 10 t.5 in 5744 bs 1.70 in 10 t-0 in 6215 lbs 1.84 in 3 11.25'LVL 14 t-3 in 5907 lbs 1.75 in 13 ft-7 in 6445 lbs 1.91 in 13 ft-0 in 6962 lbs 2.06 in 3 11.25'LVL 13 ft-4 in 6389 bs 1.89 in 1211.8 in 6986 bs 2.07 in 12 t-2 in 7558 bs 224 in 3 14'LVL 17 ft-9 in 7351 lbs 218 in 16 Q-11 In 8020lbs 2.38 in 16 t-0 in 8568 lbs 2.54 in 3 14'LVL 16 ft-7 in 7951 Ibs 2.36 in 15 t-9 in 8682lbs 2.5I in 14 @-10 in 9233(bs 2.74 in 3 18'LVL 22 ft.Bin 9393 lbs 2.78 in 21 t-2 in 10067 lbs 2.98 in 19 t-11 in 10698 lbs 3.17 in 3 18'LVL 21 ft-1 in 1010416s 2.99 in 19 t-B b 10840 Ibs 3.21 in 18 @-6 n 11529lbs 3.42 in 3 22'LVL 26 t-11 in 11139lbs 3.30 in 25 ft-1 in 1193E lbs 3.54 in 23 @-8 in 12686 bs 3.761n 3 22'LVL 25 t-0 in 11982 lbs 3.55 in 23 ft-4 in 12855 lbs 3.81 in 21 ft-11 in 13672 lbs 4.05 in 4 2x8 No.2 SPF 7 It-1 in 2940 lbs 1.15 in 6 t-8 in 3150 bs 1.24 in 6 It-3 in 3348 lbs 1.31 in 4 2x8 No.2 SPF 6 Q-7 in 3162 bs 1.24 in 6 It-2 in 3392 His 1.33 in 5 ft-9 in 3608 bs 1.41 in 4 200 No.2 SPF 8 t-8 in 3587 lbs 1.41 in 8 ft-1 in 3844 bs 1.51 in 7 ft-7 in 4085 lbs 1.60 in 4 2x10 No.2 SPF 8 It-1 in 3858 lbs 1.51 in 7 It-6 in 4139 bs 1.62 in 7 t-1 in 4402 bs 1.73 in 4 202 No.2 SPF 101•0 in 4154 lbs 1.63 in 92-4 in 4451 lbs 1.75 in 8 It-10 in 4730 Ibs 1.86 in 4 202 No.2 SPF 9 t-4 in 4468 bs 1.75 in 8 It-Bin 4793 lbs 1.88 in 8 H-2 in 5098 bs 2.00 in 4 7.25'LVL 101-4 in 42831bs 0.95 in 9 It-10 in 4672 lbs 1.04 in 9 ft-5 in 5047 lbs 1.12 in 4 7.25'LVL 9 t-8 in 4632 lbs 1.03 in 9 Q-2 in 5065 lbs 1.13 in 8 ft-10 in 5480 lbs 1.22 in DATE PRODUCTION BY 4 9.25,LVL 13 It-2 in 5464lbs 1.21 in 12 ft-7 in 5961 lbs 1.32 in 12 H-0 in 6439 lbs 1.43 in 4 9.25'LVL 1211-4 in 5910 lbs 1.31 in 11 t-9 in 6462 lbs 1.44 in 11 ft-3 in 6991 lbs 1.55 in 4 11.25'LVL 16 t-1 in 6645 lbs 1.48 in 15 ft-3 in 7250 ms 1.61 in 14 t-7 in 7832 lbs 1.74 in 4 11.25'LVL 15 t-0 in 71 all 1bs 1.60 in 14 ft-3 in 7859 bs 1.75 in 13 It-8 in 8503 lbs 1.89 in 4 14'LVL 20 H-0 in 8270lbs 1.84 in 190-0 in 9023 lbs 2.01 in 1811-2 in 9746 lbs 2.17 in 4 14'LVL 18 ft-Bin 8945 bs 1.99 in 17 t.9 in 9780lbs 2.17 in 17 It-0 in 10581 ms 2.35 in 4 18 LVL 25 t-8 in 10633 Ibs 2.36 in 24 ft-5 in 11601 ms 2.58 in 23 ft•0 in 12353 Ibs 2.75 in 4 18'LVL 24 fl-0 in 11501 Ibs 2.56 in 22 @-9 in 12517 lbs 2.78 in 21 t-4 in 13313lbs 2.96 m 4 27 LVL 31 fl-1 in 12862 Ibs 2.86 in 29 @-0 in 13784 lbs 3.06 in 27 ft-4 in 14649 His 3.26 in 4 27 LVL 28 H-11 in 13835 ms 3.07 in 26 ft-11 in 14843 Ibs 3.30 in 25 @-4 in 15787 lbs 3.51 m BUILDER: PEN N LYON HOMES JOB NAME: - CAPE MARRIAGE WALL FLOOR GIRDER(FLOOR LOAD ONLY) CAPE FOUNDATION LOADS(30 PSF GROUND SNOW LOAD) MEMBERS 12 MODULE 14'MODULE 16'MODULE /;> 3 ) MODEL: CAPE SYSTEMS TYPE MODULE ROOF PITCH n PER MODULE MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION MIN.BRG. WIDTH 9I12 12l12 f ra. "=.-.i *. 1E„�ES SITE LOCATION: - 2 2x8 No.2 SPF 7 t-9 in 1168lbs 0.92 in 7 It.3 in 1262lbs 0.99 in 6 ft-9 in 1349lbs 1.06 in (FEET) MARRIAGE WALL SIDE WALL MARRIAGE WALL SI DE WALL 2 2x10 No.2 SPF 9 It-6 in 1426 lbs 1.12 in B @-10 in 1540Ibs 1.21 in 8 ft-3 in 1646lbs 1.29 in TOTAL LIVE TOTAL LIVE TOTAL I LIVE TOTAL LIVE _ COUNTY: - 2 202 No.2 SPF 11 It-0 in 1652 lbs 1.30 in 10 ft-2 in 1784 lbs 1.40 in 9 ft-Bin 1907lbs 1.50 in y::t^• 2 7.25'LVL 11 fl•0 m 1654 lbs 0.74 in 10 ft-6 in 18331bs 0.81 m 10 ft•0 in 2003 bs 0.89 in LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD ' = L` ZIP CODE: - 2 9.25'LVL 14 t.1 in 2110 bs 0.94 in 13 ft-4 in 2338 lbs 1.04 in 12 It-9 in 2556 lbs 1.14 in 2 11.25'LVL 17 It•1 in 2566 ms j 1.14 in 16 It-3 in 28441bs 1.26 in 15 8-7 in 31091bs 1.38 in 12 827 pK 1 560 plf 1028 plf 722 pK 827 pK 580 pH 1028 If 722 pK SEISMIC CATEGORY: - 2 14'LVL 21 t-3 in 3194 bs 1.42 in 20 fl-3 n 3539 Ibs 1.57 b 19 @-4 in 3869 ms 1.72 in ° 2 18'LVL 27 fl-4 in 4106 ms 1.82 in 26 ft-0 n 4550 ms 2.02 in 24 ft-10 n 4974 ms 2.21 in 14 950 pK 677 plf 1174 plf 835 pt 950 pK 677 pK 1174 pK 635 pK - SNOW LOAD (Pg): - psf 2 27 LVL 33 It-5 n 5018 ms 2.23 in 31 ft-9 in 5562 IDS 2.47 in 29 fl-11 n 5980 lbs 2.66 in 16 11073 plf 1 773 plf 1 1321 plf 947 pK 1073 plf 773 pK 1321 plf 947 pK WIND SPEED (V3s): - mph 3 2x8 No.2 SPF 9 fl•6 in 1431 lbs 0.75 in 8 t-10 in 15451bs 0.81 in 8 @-3 in 1652 bs 0.86 in 3 200 No.2 SPF 11 It-6 in 2023 bs 0.91 in 10 R.9 in 1886 lbs 0.99 in 10 H-1 in 2016 ms 1.05 in - U , PEN N 4. 3 2x12 No.2 SPF 13 8-6 b 2023 lbs 1.06 in 12 ft•6 n 2185 ms 1.14 in 11 @-Bin 2336 ms 1.22 in CAPE FOUNDATION LOADS(60 PSF GROUND SNOW LOAD) G€v - 3 7.25'LVL 12 t-4 in 1852 bs 0.55 in 11 t.9 in 2053 lbs 0.61 in 11 t.3 in 2244 bs 0.66 in - ,-': ,- 3 9.25 LVL 15 It-9 in 2363 lbs 0.70 in 11511-0 in 2619 ms 0.78 in 14 ft-4 in 2863 bs 0.85 in f °` (OLYON MODULE ROOF PITCH 3 11.25'LVL 19 ft-2 in 2874 bs 0.85 in 18 H-2 in 31851bs 0.94 in 17 t-5 in 3482 lbs 1.03 in `.-'`-'`'�' WIDTH 9112 12112 �.- :, 3 14'LVL 23 t-10 in 3577 lbs 1.06 in 22 ft-Bin 39641bs 1.17 in 21 ft-8 in 4333 Ibs 1.28 in i%a'::';_.?: c 3 18'LVL 30t-Bin 4598 lbs 1.36 in 29 t.1 in 50961bs 1.51 in 27 t-10 in 5571 lbs 1.65 in (FEET) ARRIAGE WALL SIDE WALL MARRIAGE WALL SIDE WALL »'•'i:`•'•- ~, 3 1 27 LVL 3711-6 in 1 5620 bs 1.57 in I 35 it-7 in 6229 ms 1 1.85 in 1 34 ft-1 in 6809 lbs 2-02 in TOTAL LIVE TOTAL LIVE TOTAL LIVE TOTAL LIVE ROWS CORPORATION LOAD LOAD LOAD LOAD LOAD LOAD LOAD LOAD PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 4 2x8 No.2 SPF 11 It-0 in 1652 lbs 0.65 in 10 fl-2 In 1785 bs 0.70 in 9 ft-6 in 1908 lbs 0.75 in (570)374-4004 1(800)788-4754 4 2x10 No.2 SPF 13 It-5 in 2016 lbs 0.79 in 12 H.5 in 2178 bs 0.85 in 11 ft-8 in 23281bs 0.91 in 12 957 pll 710 plf 1360 plf 1054 plf 957 plf 710 plf 1360 plf 1054 plf 61=�� 4 2x12 No.2 SPF 15 ft-71n 2336 lbs 0.92 in 14 t-5 in 2523 bs 0.99 in 13 ft-6 in 2697 lbs 1.06 in _ MR' VEDn DanwwG nTLE: 4 7.25'LVL 13 t-11 in 2084 bs 0,46 in 13 ft-2 in 2309 bs 0.51 in 12 ft-7 in 2524 lbs 0.56 in 14 1102 828 pK 1554 plf 1214 pK 1102 Olt 828 plf 1554 pK 1214 plf T M C71�UJ�.x^�•&� 4 9.25 LVL 17 ft.9 in 2658 lbs 0.59 in 16 Q-10 in 2946lbs 0.65 in 16 t-1 in 3220 bs 0.72 in Ntn1n� L�LIJ 4 11.25 LVL 21 t-7 in 3233 ms 0.72 in 20 t-6 in 3583 bs 0.60 in 19 ft-.7 in 3917 Ibs 0.87 in 16 1247 plf 947 pK 1748 plf 1375 pK 1247 plf 947 plf 1748 plf 1375 plf !°ice, j ry n 4 14'LVL 26 t-10 in 4024 lbs 0.89 n 25 ft-6 in 4459 bs 0.99 in 24 H-4 in 4874 lbs 1.08 in APR 1` g E.L1 u J DRAWN BY: MJB DATE: 2/2/05 SHEET: 4 18'LVL 34 t-6 in 5173 Ibs 1.15 in 32 ft-9 in 5733 ms 1.27 in 31 t 4'in 6267 Ibs 1.39 in S 4 22'LVL 42 t.2 in 6323 lbs 1.41 in 40 Q-0 n 7007 ms 1.56 n 38 fl•4 in 7659 Ibs 1.70 in �. txiEcxEo BY: SfAIE: J CAPE MARRIAGE WALL HEADER SPANS(30 PSF GROUND SNOW LOAD) CAPE MARRIAGE WALL HEADER SPANS(60 PSF GROUND SNOW LOAD) PROJECT N0. SERIAL N0. MEMBERS TYPE 12'MODULE 14'MODULE W MODULE MEMBERS TYPE 12'MODULE 14'MODULE 16'MODULE 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 I REACTION MIN.BRG, 2 2x4 No,2 SPF 31.9 in 818 bs 0.64 in 3 ft-6 in 884 bs 0.69 in 3 ft-3 in 945 bs 0.74 in 2 2x4 No.2 SPF 3 fl-3 in 932 Ibs 0.73 in 3 t-0 in 1006 bs 0.79 in 2 ft-10 in 1076 bs 0.84 in 2 2x6No.2SPF 51-6in 11951bs 0.94in 50-1in 1291bs 1.01 in 4ft-9in- 1880bs 1.08in 2 2x6 No.2SPF 4ft-10in 13611bs 1.G7in 41-5in 1470bs 1.15n 4!-?2 1571bs 1.23n 2 2x8 No.2 SPF 6 fl-11 in1511 Ibs 1.19 in 6 fl-5 in1632 bs 1.28 in ft-0 in17451bs 1.37 in 2 2x8 No.2 SPF 60-1 in 1721 bs 1.35 in -Et 7 n 18591bs 1.46 in 5fl-3 in 1987 bs 1.56 in 2 2x10No.2SPF 8fl-sin 18441bs 1.45in 7ft-10in 1991bs 1.56in 7fl-4n 2129bs 1.67in 2 2x10No.2SPF 7fl•Sn 21006s 1.65in 6fl-10in 22681bs 1.78in 6fl-5n 2424bs 1.90n 2 2x12 No.2SPF 91-9in 2135bs 1.67 in 9A-0in 2307bs 1.81in 8fl-5in 24661bs 1.93in 2 2x12No.2SPF 81-7n 24321bs 1.91in 7fl-11in 26271bs 206n 71•5n 2808bs 220n 2 3.5'LVL 5 t-1 in l l 17 bs 0!50 in 4 R-10 in 1238 bs 0.55 n 4 fl-8 in 1353 bs 0.60 in 2 3.5'LVL 4 ft-7 in 1300 bs 0.58 in 4 t-4 in 1441 Ibs 0.64 n 4 ft-2 in 1575 bs 0.70 in 2 5.50'LVL 8 t-0 in 1755 bs 0.78 in 7 fl-7 n 1945 bs 0.86 in 7 fl-3 in 2126 bs 0.94 in 2 5.50'LVL 7fl-2 n 2043 Ibs 0.91 in 6 ft-10 in 2265 Ibs 1.01 in 61-7 in 2475 bs 1.10 n 2 7.25'LVL 10 ft-7 in 2313 bs 1.03 in lot-1 in 2564 bs 1.14 n 9fl-7 n 2802 Ibs 1.25 n 2 7.25'LVL 9 ft-6 n 2694 Ibs 1.20 in 91-0 in 2985 bs 1.33 n 8 ft-6 n 3225 bs 1.43 n 2 9.25'LVL 13 fl-6 in 2952 bs 1.31 in 12 ft-10 in 3271 bs 1.45 n 12 fl-2in 3541 bs 1.57 n 2 _9.25'LVL 121-1 m 3437 Ibs 1.53 in 111--5 in 3773 Ibs 1.68 n 101-8 in 4033 bs 1.79 n 2 11.25'LVL 16 ft-5 in 3590 bs 1.60 in 15 fl•6 in 3960 Ibs 1.76 n 14 fl-6 n 4233 Ibs 1.88 n 2 11.25'LVL 14 ft-9in 4175 Ibs 1.66 in 13 fl-8 in 4510 Ibs 2.00 in 121-9 in 4821 Ibs 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'MODULE 16'MODULE MEMBERS TYPE 12'MODULE 14'MODULE 16'MODULE DATE DESCRIPTION BY PER MODULE MAX.SPAN REACTION MIN.BRG. MAX.SPAN REACTION I 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 4 ft-10 in 1084 bs 1.67 in 4 t-6 in 1140 bs 1.80 n 4 t-3 n 1228 bs 1.93 m _ 1 _ 2x8 No.2 SPF 4 t-3 in 1212 bs 1.90 in 3 ft•11 in 1309 bs 2.05 in 3 1-8 6 1399 bs 2.19 m 1 200 No.2 SPF 5 fl-11 in 1296 bs 2.03 in 5 t-6 in 1400 bs 2.20 in 5 t-2 n 1497 bs 2.35 in 1 _ 2x10 No.2 SPF 5 t-2 in 1476 Ibs 2.32 in 4 ft-10 In 1 1594 bs 2.50 in 4 t-6 in 1704 bs 2.67 in 1 202 No.2 SPF 6 ft-10 in 1500 bs 2.35 in 6 It-4 in 1620 bs 2.54 in 51-l f in 1732 bs 2.72 in 1 2x 12 No.2 SPF 6 t-0 in 1708 bs 2.68 in 51-7 in 1 1845 bs 2.89 in 5 ft-3 in 1972 bs 3.09 in 1 7.25'LVL 7 ft-10 in 1720 bs 1.53 in 7 t-3 in 1858 bs 1.65 in 6 ft-10 in 1986 bs 1.77 in 1 7.25'LVL 6 1-11 in 1959 bs 1.74 in 6 t-5 in 2116 bs 1.88 in 6 ft_0 in 2262 bs 2.01 in 1 9.25"LVL 9 ft-10 in 2142 bs 1.90 in 9 t-1 in 2313 bs 2.06 in 8 ft-6 in 2473 bs 2.20 in 1 9.25'LVL 81-7 in 2439 bs 2.17 in 8 t-0 in 2635 bs 2.34 in 7 ft-5 in 2816 bs 2.50 in 1 11.25"LVL 11 ft-8 in 2545 bs 2.26 in 10 ft-9 in 2749 Ibs 2.44 in 10 ft-1 in 2938 Ibs 2.61 in 1 11.25"LVL 10 11-3 in 2898 bs 2.58 in 9 ft-5 in 3130 bs 2.78 in 81-10 in 3346 bs 2.97 in 1 14'LVL 14 ft-0 in 3063 bs 2.72' 13 ft•0 in 3308 bs 2.94 n 12 t-2 n 3537 ms 3.14 n 1 14-LVL 12 ft-4 n 3488 bs 3.10 n 11 ft-Sin 3768 bs 3.35 n 10 ft-8 in 4028 bs 3.58 n 1 18'LVL 11 ft-0 n 3727 bs 3.31 n 15 ft-9 n 4025 bs 3.58 n 74 t-9in 4303 Ibs 3.83 n 1 18'LVL 15 ft-0 n 42441bs 3.77 in 13 ft-10 n 4584 bs 4.07 n 12 t-11 n 4901 bs 4.36 n 1 22'LVL 19 ft-7 m 4281 bs 3.81 0 18 ft-1 in 4624 bs 1 4.11 in 16 ft-11 in 4944 bs 4.39 in 1 22'LVL 17 ft-2 in 4876 bs 4.33 in 1 15 ft-11 n 5267 bs 4.68 in 14 t-11 in 5630 bs 5.00 in 2 2x8 No.2 SPF 61-11 in 1505 bs 1.18 in 6 ft-4 in 1625 bs 1.27 in 5fl-11 in 1737 bs 1.36 n 2 2x8 No.2 SPF 6 t-0 in1714 bs 1.34 in5 t-7 in1851 bs 1.45 in5 ft-3 in1979 bs 1.55 in 2 2x10 No.2 SPF 8 ft-5 in bs 1.44 in 7 t-9 in1980 bs 1.55 in7 t-3 in 2116 Ibs 1.66 in2 2x 10 No.2 SPF 7 t-4 in 2087 bs 1.64 in 6 ft-10 in 2255 bs 1.77 in 6 ft-4 in 2410 bs 1.89 in 2 202 No.2 SPF 9 ft-8 in 2121 bs 1.66 in 9 ft-0 in 2291 bs 1.80 in 8 ft-5 in 2449 Ibs 1.92 n 2 2x 12 No.2 SPF 8 t-6 in 2415 bs 1.89 in 7 t-11 in 2609 bs 2.05 in 7 ft•4 in 2789 bs 2.19 in 2 7.25'LVL 10 ft-7 in 2313 bs 1.03 in 10 ft-1 in 2564 bs 1.14 in 9It-7 in 2802 bs 1.25 in 2 7.25'LVL 9 t-6 in 2694 bs 1.20 in 9 t•0 in 2985 bs 1.33 in 8 ft-5 in 3199 bs 1.42 in _ 2 9.25'LVL 13 ft-6 in 2952 bs 1.31 in 12 R-10 in 3271 ms 1.45 in 12 t-0 in 3497 bs 1.55 in 2 9.25'LVL 12 ft-1 in 3437 bs 1.53 in 11 t-3 in 3726 bs 1.66 in 10 ft-6 in 3983 bs 1.77 in 2 11.25'LVL 16 ft-5 n 3590 bs 1.6D in 15 t-3 in 3887 bs 1.73 in 14 t-3 in 4155 bs 1.85 in 2 11.25'LVL 14 ft-5 in 4098 bs 1.82 in 13 ft-5 in 4427 bs 1.97 in 12 1-6 in 4732 bs 2.10 n 2 14'LVL 19 1-10 in 4332 bs 1.93 in 18 ft-4 in 4679 bs 2.08 in 17 t-2 in 5002 Ibs 2.22 in 2 14'LVL 17 ft-5 in 4933 bs 2.19 in 16 t-1 in 5328 6s 2.37 in 15 It-1 in 5696 bs 2.53 in -- 2 18'LVL 24 t-1 in 5270 bs 2.34 in 22 ft-4 in 5693 bs 2.53 in 20 ft-10 in 6086 bs 2.70 in 2 18'LVL 21 ft-2 in6002 bs 2.67 in 191-7 in6483 bs 2.88 in181-4 in6931 bs 3.08 in 22-LVL 27 fl-8 in 6055 bs 2.69 in25 ft-8 in6540 bs 2.91 in 24 t-0 in6992 bs 3.11 in 22'LVL 24 ft-4 in 6896 bs 3.06 in 22 t-6 in 7448 bs 3.31 n 21 1-1 n 7963 bs 3.54 in 3 2x8 No.2 SPF 8 t-5 in 1843 bs 0.96 in 7 t-10 in 1990 bs 1.04 in 7 ft-4 in 2128 ms_ 1.11 in 3 2x8 No.2 SPF 7 t-5 in 2099 bs 1.10 in 6 ft-10 in 2267 bs __1.19 in 6 t-5 in 2423 bs 1.27 n - 3 200 No.2 SPF 10 ft-3 in 2245 bs 1.17 in 9 ft-6 in 242 M 1.27 in Bit-11 in 2592 bs 1.36 in 3 200 No.2 SPF 9 t-0 in 2557 bs 1.34 in 8 ft-4 in 2761 bs 1.44 in 7 t-10 in 2952 bs 1.54 in 3 202 No.2 SPF l l ft-11 in 2597 bs 1.36 in 11 ft-0 in 2805 bs 1.47 in 10 t-3 in 2999 bs 1.57 in 3 2x 12 No.2 SPF 10 ft-5 in 2958 bs 1.55 in 9 It-8 in 3195 bs 1.67 in 9 ft•0 in 3416 bs 1.79 in 3 7.25'LVL 12 ft-1 in 2648 bs 0.78 n 11 ft-6 in 2935 bs 0.87 in 11 1-0 in 3208 bs 0.95 in 3 7.25"LVL 10 8-10 in 3083 bs 0.91 in 10 t-4 in 3417 bs 1.01 in 91-11 in 3735 bs 1.11 in 3 9.25'LVL 15 ft-5 in . 3379 bs 1.01)m 14 ft-8 in 3744 bs 1.11 in14 t-0 n 4093 bs 1.21 in 9.25'LVL 13 t-10 in3934 bs 1.17 in 131-2 in 4360 bs 1.29 in 12 ft-7 in4766 bs 1.41 inLONGITUDINAL WALL 3 '11.25'LVL 18 ft-9 in 4109 bs 1.22 in 17 ft-10 in 4554 bs 1.35 in 171-1 in 49781bs 1.47 in 3 11.25'LVL 16 11-10 in 4785 Ibs 1.42 in 16 11-0 in 5303 Ibs 1.57 in 15 t-4 in 5796 bs 1.72 in MARRIAGE WALL DATE PRODUCTION BY 3 14'LVL 23 ft-5 in 5114 bs 1.52 in 22 ft-3 in 5667 bs 1.68 in 21 ft-0 in 6126 bs 1.82 in 3 14'LVL 21 ft-0 in 5954 bs 1.76 in 19 t-9 in 6526 bs 1.93 in 18 ft-5 in 6976 bs 2.07 in COLUMN 3 18,LVL 29 R•6 n 6455 bs 1.91 n 27 fl•4in 6972 bs 2.07 n 25 ft-7 n 7453 Ibs 2.21 n 3 18'LVL 25 fl-11 n 7351 bs 2.18 in 24 t-0 in 7940 bs 2.35 n 22 ft-5 n 8488 bs 2.52 n 3 22'LVL 33 fl-11 n 7416 bs 2.20 n 31 fl-5 n 8010 bs 2.37 n 29 fl-4 n 8563 bs 2.54 n 3 22'LVL 29 R-9 n 8446 bs 2.50 in 27 fl-7 n 9122 Ibs 2.70 n 25 fl-9 n 9752 CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR BEAM 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 IR MODULE 16'MODULE COLUMN SIZE MEMBERS CAPACITY 12 MODULE 1B MODULE 16'MODULE LONGITUDINAL WALL MODEL: CAPE SYSTEMS AND SPECIES PER MODULE AND SPECIES PER MODULE SITE LOCATION: - 1 956 31-On 11-5n tt-11in 1 956 21-On 1t-7n 111-21n 2 1913 7t•5in 6t-2in 51-3in 2 1913 5t-5n 41-3n 311-9n a +� .•d1�T COUNTY: - 2x4 SPF No.2 3 2869 111-9in 9t-11n 8t-6n 2x4 SPF No.2 3 2869 8t-9n 7fl-4n 61-3in �_ "' �`` L."""` 4 3825 161.2in 1311-8n 110.9in 4 3825 12t•2in 10t-3n 8t-9in- ZIP CODE: - 5 4781 1 20t-6n 174-5n 151-tn 5 4781 15t•6in 13 ft-1n 111-4n 6 573E 24t-11n 211-2n 181-4in 6 5738 181.11n 16fl-0n 1311-10in _ `; SEISMIC CATEGORY: - 1 956 31.Oin 21-5n 1 ft-11in 1 956 2t-0n 18-7n 11-2n SNOW LOAD (Pg): - psf 2 1913 71-5in 61-2n 51-3in 2 1913 5t-5n 411-5n 1 31.9in �itE�tS=1°f'_'''F'7,Fo7� TRANSVERSE WALL 2x6 SPF No.2 3 2869 111-9in 9fl•11n 8fl-6n 2x6SPFNo.2 3 2869 81-9n 7ft-4in 6t-3in _ e�:✓ WIND SPEED (V3s): - mph 4 3825 16t-2in 13ft-Bn ttt-9in 4 3825 121-2n tOfl•3in Bt-9in _- -- 5 4781 20t-6in 171-5n 151-1in 5 4161 15t-6in 13fl•1n ttft-4n MARRIAGE WALL 6 5738 24fl-11n 21--2n 18t-4in 6 5738 181-11n 161.On 131-10in COLUMN PENN 1::: -. - - - - -LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAN LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAN :- _ - - •-� �-�� CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR OLYON - -' `'I - - ,\ .r r� - TRANSVERSE WALLS WITH 1.5"BEAM WIDTH TRANSVERSE WALLS WITH 1.5"BEAM WIDTH `d•.- gEAM COLUMN SIZE MEMBERS COLUMN SIZE MEMBERS �S -1 `7•'1'•�i= -` HOMES CORPORATION CAPACITY 12'MODULE 14'MODULE 16'MODULE CAPACITY IT MODULE 14'MODULE 16'MODULE �� '`�•':?-, _',=:� `�� PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 ANDSPECIES PERMODULE AND SPECIES PER MODULE (570)374-4004 1(800)786-4754 1 1952 71.7in 61-4n 54-4n 1 1952 51.7in 4 ft-7n 311-10in - DRAWB+GnrLe 2x4 SPF No.2 2 2231 81-loin 71-5n 61-4in 2x4 SPF No.2 2 2231 611-6in 51-51n 4t-7in ',•�e'•'r ��t��•p� 3 2231 80-10in 71-5n 6t-4in 3 2231 61-6in 5A-5n d7in MARRY�17[` WAL HIDDIJ 1 3506 141-8in 121-5n lot-8in 1 3506 Ilt-On 9fl-3n H�il a �}�y FPA-- e: DATE: SHEET2x6SPFNo.2 2 3506 14t-Bin 12A-5n 101-8in 2x6SPFNo.2 2 3506 111-On 9ft-3n E 2UU� MJB 2/2/05 ^�q3506 141-6in 12fl-Sn 10t-8n 3 506 itt-On 9fl-3n OfELKEDBY: sUIE: NfS `S4 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 BEAMIgQ i E PROJECT N0. SERIAL NO. CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR LONGITUDINAL WALLS WITH 3"BEAM WIDTH LONGITUDINAL WALLS WITH 3"BEAM WIDTH COLUMN SIZE MEMBERS 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE MEMBERS CAPACITY IT MODULE 14'MODULE 16'MODULE AND SPECIES PER MODULE CAPACITY AND SPECIES PER MODULE 1 1913 7fl-5in Eft-2in 5a-3in 1 1113 5ft•5in 4I-5in 311-9in 2 3825 16ft-2in 13fl-8in 11fl-gin 2 3825 12Q.2in 10ft-3in- 8fl-9in 2x4SPF No.2 3 5736 24fl-11m 2111-2in 1811-4in 2x4SPFN0.2 3 5738 18fl-11in 16fl-Ova 13ft-10in 4 7650 33fl-8in 28fl-8in 24ft-11in 4 7650 2511-8in 21ft•gin 18ft-11in 5 9563 4211-5in 36fl-tin 311-5in 5 9563 32 ft.4in 27ft-7in 23A-ilin 6 11475 511.2in 4311-8in 3811-0in 6 11475 390-1in 33fl-4in 2911-0in 1 1913 71-5in 6ft-2in 50-3in 1 1913 5ft-5in 4fl-5in 3ft-9in 2 3825 16ft-2in 13ft-8in 11A-9in 2 3825 12ft-tin 10fl-3in 8fl-gin 2x6SPF No.2 3 5738 241.11in 21ft-2in 18fl-4in 2x6SPFNo.2 3 5738 18fl-11in 16ft-0in 13fl-10in 4 7650 33fl-8in 28fl-8in 24fl-11in 4 7650 251-8in 21ft-9in 18ft-11in DATE DESCRIPTION BY 5 9563 42ft1 36fl-tin 314-5in 5 9563 32fl•4in 27ft-7m 23fl-11in - - — - --_ — — — _ - - - 6 - -11475 - - 51-ft-2in- —43R-_8.m__ _38fl_Oin _ 6 11475 39I-tin 33fl-41 n 298-Din LONGIIUOINAL 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— CAPE MARRIAGE WALL COLUMNS 00 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR TRANSVERSE WALLS WITH 3"BEAM WIDTH TRANSVERSE WALLS WITH 3"BEAM WIDTH COLUMN SIZE MEMBERS CAPACITY 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE MEMBERS CAPACITY 12'MODULE 14'MODULE 16'MODULE AND SPECIES PER MODULE AND SPECIES PER MODULE " 1 0 NIA NIA NIA 1 0 NIA N/A NIA 2x4SPF No.2 2 39D4 16ft-6in 14ft-0in 121-1in 2x4SPF No.2 2 3904 12a-5in lOt-6in 99-0m 3 4463 190-1in 16ft-2in 1411-0in 3 4463 14fl-5in 121-2in 10ft-6in 1 0 NIA NIA NIA 1 0 N/A NIA NIA 2x6SPF No.2 2 7013 300•9in 26 ft.tin 2211-9in 2x6SPF No.2 1 2 7013 23a-5in 19ft-10in 17I-2in 3 7013 30ft-9in 26fl-2in 221-9in 1 3 7013 230-5in 1911-10in 171-2in 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 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 IT MODULE /4'MODULE 16'MODULE AND SPECIES PER MODULE CAPACITY 12'MODULE 14'MODULE 16'MODULE 1 1952 7fl-7in 6ft-4in 5ft-4in 1 1952 5ft-7in Oft-7in 34-10in BUILDER: PENN LYON HOMES 2 3904 16ft•6in 14fl-0n 12ft-1in 2 3904 12$-5n 10ft 9ft-Om 2x4SPF No.2 3 5856 25fl-5n 21ft-7n 185-9n 2x4SPFNo2 3 5856 19fl-4in 168-4m 14fl-tin BEAM JOB NAME: 4 7808 34fl-4in 290-3in 250-5in 4 7808 26fl•2in 22fl-3m 19fl•4in 5 9760 43fl-4in 36fl-11in 32fl-tin 5 9760 33fl-1in 2Bft-tin 24I-bin MODEL CAPE SYSTEMS 6 11713 52fl-3n 44fl-7n 38fl-10n 6 11713 390•11in 344.1m 29ft-8in LONGITUDINAL WALL SITE LOCATION: 1 2869 110-9in 9fl-11in 81-6in 1 2869 81-9in 7fl-4in 6fl-3io COUNTY: - 2 5738 241-11in 21ft-2in 18fl-4in 2 5738 181-11in 16fl-0in 1311-10in 2x6SPF No.2 3 8606 38fl-0in 32fl-5in 281-2in 2x6SPF No.2 3 8606 29ft-0in 24I-8in 211-5in ZIP CODE: - 4 11475 5111-2m 430-8m 38fl-Din 4 11475 391-1in 3311-4ft1 292-0m 5 143" 64fl-3in 54fl-11in 47ft-10in 5 14344 1 49fl-3in 42fl-Om 36fl-7in 3 Ig'lN SEISMIC CATEGORY: — 6 17213 77ft-4in 669-1in 57fl-Bin 6 17213 59fl-4in 5011-6m 4411-2m C .j% : . - L t -• •-f� LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM SNOW LOAD (Pg): - pSf L'f�i I'� TRANSVERSE WAIL ' i ' , WIND SPEED (Vas): — mph,1 �. i., _;.+v � CAPE MARRIAGE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE MARRIAGE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR ; ?,,. . __::' �. MARRIAGE WALL (OLYON PENN TRANSVERSE WALLS WITH 4.5"BEAM WIDTH TRANSVERSE WALLS WITH 4.5"BEAM WIDTH • - .;; COLUMN .>' COLUMN SIZE MEMBERS CAPACITY IT MODULE 14'MODULE 16'MODULE COLUMN SIZE MEMBERS CAPACITY 12'MODULE 14'MODULE *MODULE ',I --'• AND SPECIES PER MODULE AND SPECIES PER MODULE 1 0 NIA NIA NIA 1 0 NIA N/A NIA _ I — — — — 2x4 SPF No.2 2 0 NIA NIA NIA 2x4 SPF No.2 2 0 NIA N/A NIA ', ', B x: �a�5 HOMES CORPORATION q �i0g �', 3 5856 25 fl-5in 21 ft-7in t B fl-9in 3 5856 19 fl-4 in 16I-4 in 14 ft•2 n - ,.�'' +" •%`t PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 1 800 788-4754 %. <:.-:-r�;..T<5.,:'_%: (570)a74-4004 ( ) 1. 0 NIA ` !€ �' N/A N/A 1 0 NIA NIA N/A �:u1.�� + � r DRAWING TIU' 2x6 SPF No.2 2 0 N/A NIA 2x6 SPF No.2 2 0 N/A N/A NIA APR R 1 � ��J �mE WALL COLUMNS 3 10519 46fl-9in 39IN/Al1in 34ft 9in 3 10519 35G-9in 30fl-Sin zsa-sn 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 'I}n:,a" =g - - `- �L7 orb C R t a DRAWN BY. MJB DATE: 2/2 /05 SHEET: CHECKED BY: SCALE S5 TUTS J 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 1Y 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 REACTION MIN.BRG. MAX SPAN REACTION MIN.BRG. 2 2x4 No.2 SPF 3 1-1 In 986 bs 0.77 in 2 ft-11 in 1058 bs 0.83 in 2 @-9 in 1125 bs 0.88 in 2 2x4 No.2 SPF 2 t-6 in 1216 bs 0.95 in 2 t-4 in 1303 bs 1.02 in 2 t-2 in 1384 bs 1.09 in 2 2x6 No.2 SPF 4 @-6 n 1438 bs 1.13 n 4 t-2 in 1543 bs 1.21 n 3 t-11 n 1641 bs 1.29 n 2 2x6 No.2 SPF 3 t-8 n 1773 bs 1.39 n 3 4.5 n 1901 bs 1.49 n 3 @-3 n 2020 bs 1.58 n 2 2x8 No.2 SPF 5 t-8 n 1817 bs 1.43 n 5 d-4 n 1949 bs 1.53 n 5 ft-0 n 2073 bs 1.63 n 2 2x8 No.2 SPF 4 t-7 n 2240 bs 1.76 in4 t•4 in2401 bs 1.88 in 4 @-1 in2552 bs 2.00 in 2 2x10 No.2 SPF E ft-11 in 2213 bs 1.74 in 6 t-6 in 2375 bs 1.86 in 6 ft-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 1-0 in 2561 bs 2.01 in 7 t-6 in 2748 bs 2.15 in 7 t-0 in 2922 bs 2.29 in 2 202 No.2 SPF 6 t.6 in 3158 bs 2.48 in 6 t-1 in 3384 bs 2.65 in 5 t-9 in 3596 bs 2.82 in 2 3.50'LVL 48-7in 1450bs 0.64n 4 It-4in 1592bs 0.71n 4 ft-2n 1719bs 0.76n 2 3.50'LVL 31.10n 1551bs 0.82n 3ft-7n 1990bs 0.88n 3@-4n 2115bs 0.94n 2 5.50"LVL 7 ft-2 in 2278 Ibs 1.01 in 6 ft-8 in 2450 bs 1.09 io 6 t-3 in 2605 bs 1.16 in 2 5.50"LVL 5 It•10 in 2815 bs 1.25 in 5 t-5 in 3017 bs 1.34 in 5 @-1 in 3206 bs 1.43 in 2 7.25"LVL 9 @-3 in 2937 bs 1.31 in 8 d-7 in 3152 bs 1.40 in 8 ft-1 in 3352 bs 1.49 in 2 7.25"LVL 7 t-6 in 3627 bs 1.61 in 7 It-0 in 3882 bs 1.73 in 6 ft-7 in 4125 bs 1.83 in 2 9.25'LVL 11 ft-6 in 36571bs 1.63 in 10 t.8 in 3924 bs 1.74 in lot-1 in 4174 bs 1.85 in 2 9.25"LVL 9 ft-4 n 4510 bs 2.00 in 8 t-8 in 4833 bs 2.15 in 8 @-2 in 5136 bs 2.28 In 2 11.25'LVL 13 t in 4-8 343 b ft-s 1.93 in 12 B in 4658 bs 2.07 in 11 ft-11 in4950 bs 2.20 in 11.25'LVL 11 ft-1 in5355 bs 2.38 in 10 ft-4 in5738 bs 2.55 in ft-B in 6098 bs 2.71 in 2 11.875"LVL 14 It-3 in 45451bs 2.02 in 13 t-4 n 4883 bs 2.17 n 12 ft-6 in 5198 bs 2.31 n 2 11.875'LVL 11 @•7 n 5625 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 n 15 ft-3 in 5603 bs 2.49 in 14 ft-4 in 5963 bs 2.65 in 2 14'LVL 13 ft-4 n 6458 bs 2.87 in 12 @-5 n 6908 bs 3.07 in 11 ft-8 in 7335 bs 3.26 in 2 16'LVL 18 ft-3 in 5828Ibs 2.59 in 17 t-0 in 6255 bs 2.78 n 16 @-0 n 6638 bs 2.95 in 16'LVL 14 1.10 in7178 bs 3.19 in 13 t-10 in7695 bs 3.42 in 13 ft-0 in8168 bs 3.63 in DATEDESCRIP LION BY 2 18'LVL 19 t-11 in6368Ibs 2.83 in 18 ft-7 in 6818 bs 3.03 n 17 7268 bs 3.23 in 2 18'LVL 16 ft-2 in 7853 bs 3-49 in 15 ft•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 12071bs 0.63 in 3 t-6 in 1295 bs 0.68 in 3 ft-4 in 1378 bs -0.72 m -'" --3. - 2x4 No.2 SPF---3 @•1-in- 1489 bs ----0.78.n __ 2 ft_10 n_ _1595 bs_ 0.83 in 21t-8 in 1695 bs 0.89 in 3 2x6 No.2 SPF 5 t-661 1761 bs 0.92 in 5 d-2 in 1890 bs 0.99 in 4 ft-10 in 2010 bs 1.05 in 3 2x6 No.2 SPF 4 ft-6 in 2172 Ins 1.14 in 4 ft-2 in 2328 bs 1.22 in 31-11 in 2474 bs 1.29 in - - - 3 2x8 No.2 SPF 7 t-0 in 2225 bs 1.16 in 6 t-6 in 2387 bs 1.25 in 6 ft-1 in 2539 Ibs 1.33 in 3 2x8 No.2 SPF 5 t-8 in 2744 bs 1.43 in 5 t-3 in 2941 bs 1.54 in 5 ft-0 in 3125 bs 1.63 in _ 3 200 No.2 SPF 8 It.6 in 2711 bs 1.42 in 7 ft-11 in 2908 bs 1.52 in 7 t-5 in 3093 Ibs 1.62 in 3 2x 10 No.2 SPF 6 a-11 in 3343 bs 1.75 in 6 t-5 in 3582 bs 1.87 in 6 ft-1 in 3807 bs 1.99 in 3 2x12 No.2 SPF 9 ft-10 in 3136 bs 1.64 in 9 @-2 in 3365 bs 1.76 in 8 @-7 in 3579 bs 1.871n. 3 2x 12 No.2 SPF 8 t-0 n 3868 bs 2.02 in 7 t-5 in 4145 bs 2.17 in 7 ft-0 in 4405 bs 2.30 in 3 3.50"LVL 5 ft-2 in 1659 bs 0.49 in 5 t-0 in 1823 bs 0.54 in 4 @-9 in 1979 Ibs 0.59 in 3 3.50'LVL 4 t-4 in 2119 bs 0.63 in 4 t-2 in 2324 bs 0.69 in 4 ft-0 in 2521 bs 0.75 in 3 5.50"LVL 8 ft-2 in 2608 bs 0.77 in 7 ft-10 in 2864 bs GAS in 7 @-6 in 3110 Ibs 0.92 in 3 5.50'LVL 6 t•10 in 3330 bs 0.99 in 6 t-7 in 3652 bs 1.08 in 6 t-3 in 3927 bs 1.16 in 3 7.25'LVL 10 ft-9 in 3437 bs 1.02 in 10 ft-3 in 3776 bs 1.12 in 9 t-10 in 4100 Ibs 1.21 in 3 7.25'LVL 9 d-1 in 4389 bs 1.30 in 8 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 ft-1 in 4806 bs 1.42 in 12 @-4 in 5112 bs 1.51 in 3 9.25'LVL 11 ft-5 in 5524 bs 1.64 in 10 ft-8 in 5920 bs 1.75 in 10 It-0 in 6291 bs 1.86 in -- 3 11.25'LVL 16 t-8 in 5333 bs 1.58 in 15 ft-7 in 5704 bs 1.69 in 14 t-7 n 6075 bs 1.80 in 3 11.25"LVL 13 ft-6 in 6548 bs 1.94 in 12 ft-8 in 7020 bs 2.08 in 11 ft-11 in 7459 bs 2.21 in 3 11.875"LVL 17 ft-6 in 5569 bs 1.65 in 16 ft-4 in 5974 bs 1.77 in 15 t-4 in 6379 bs 1.89 in 3 11.875'LVL 14 t-2 in 6885 bs 2.04 in 13 ft-3 in 7358 bs 2.18 in 12 ft-5 in 7830 bs 2.32 in 3 14'LVL 20 ft-t in 6413 bs 1.90 in 18 11-9 in 6885 bs 2.04 in 17 t-7 in 7324 bs 2.17 in 3 14'LVL 16 ft-3 n 7898 bs 2.34 in 15 ft-2 in 8471 bs 2.51 in 14 ft-4 in 9011 bs 2.67 n 3 16'LVL 22 t-4 In bs 2.11 in 20 11-10 in7661 bs 2.27 in 19 ft-7 in8134 bs 2.41 in 16'LVL 18 t-2 in $809 bs 2.61 n 16 1-11 n 9416 bs 2.79 n 15 it-11 n 10024 bs 2.971 3 18"LVL 24 ft-5 in7796 Ibs 2.31 in 22 t-9 in8370 bs 2.48 in21 @-5 n 8910 bs 2.64 n 3 18'LVL 191-10 in9619 bs 2.85 in18 @-6 n 10294 ATs 3.05 n 17 @-5 n 70935 bs 324 n DATE PRODUCTION BY BUILDER: PENN LYON HOMES _ JOB NAME: - � � MODEL: CAPE SYSTEMS fiia1 LM SITE LOCATION: - '` .. COUNTY: - ��S_1;11r8814:;P7, ZIP CODE: -- • SEISMIC CATEGORY: - SNOW LOAD (Pg): - psf WIND SPEED (Vas): - mph o ..... - PENN t .Y (OLYON HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 h (570)374-4004 1(800)788-4754 . APPROVED DRAWING TfILE: ^� SIDE WALL HEADERS A P�7` 1 8 LV{�y�G J DRAWN BY: �B DATE: 2/2�05 SHEET: CHECKED BY: SCALE S 6 NTS �. PROJECT N0. 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 HEI GHT WALL HEIGHT MODULE COLUMN SIZE NO.OF NO.OF 8'0" 91•0" 101•0" MODULE COLUMN SIZE NO OF NO,OF 6'-0" 9'•0" 1014" WIDTH AND SPECIES KING JACK ROOF PITCH ROOF PITCH ROOF PITCH WIDTH AND SPECIES KING JACK ROOF PITCH ROOF PITCH ROOF PITCH (FEET) STUDS STUDS 9112 12112 9112 12112 9112 12 112 (FEET) STUDS STUDS 9112 12 99112 12112 9112 12112 1 1 29 in 29 in 19 in 19 in 14 in 13 in 1 1 29 in 29 n 23 in 23 in 14 in 17 n 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 in 43 n 2 2 74 in 74 in 54 in 54 n 40 in 39 in 2 2 74 n 74 n 58 in 58 in 40 in 43 n 3 2 133 in 133 in 901n 90 n 66 in 65 in 3 2 94 in 94 in 94 in 94 in 66 n 69 n 4 2 152 in 152 in 125 in 125 in 92 in 91 in 4 2 94 n 94 n 98 in 98 n 92 n 95 in 2x4 STUD SPF 5 2 152 in 152 in 152 in 152 in 118 in 116 in 5 2 94 n 94 n 98 n 98 in 98 n 103 n 4 3 183 in 183 in 125 in 125 in 92 in 91 in 2x4 STUD SPF 3 3 133 inP33, 94 in 94 n 66 n 69 in 12 5 3 160 in 160 in 1IS in 116 in 4 3 129 in 129 in 92 n 95 n DATE BY _ 6 3 196 in 196 in 144 in 142 in 5 3 154 in 154 in t 18 m 120 in DESCRIPTION — 7- -&-- - - -170 in 768 in 129 in 129 in 92 in 95 in - 8 3 196 in 194 in _ 12 - - i-- -4- -- --164-m-.-.1.64 m_. 116 in- 120 in - 1 1 77 in 77-m 57in S7 n 42 n 42 in 6 4 200 in 200 n 144 in 146 in - - --- -.—. --- •--- — 2x6 STUD SPF 2 1 108 in 108 in 108 in 108 in 108 in 108 in 7 4 170 m 172 m _ 2 2 178 in 178 in 136 in 138 n 109 in 108 in 8 4 196 in 198 in 3 2 241 in 241 in 241 in 241 n 206 in 204 in 1 1 63 in 63 in 57 in 57 n 42 in 42 in 2 1 63 in 63 in 63 in 63 in 63 in 63 in 1 1 29 in 29 in 19 in 18 in 13 in 13 in 1 2 77 n 77 in 57 in 57 in 42 in 42 in 2 1 57 in 57 in 54 in 53 in 39 in 38 in 2x6 STUD SPF 2 2 150 n 150 in 138 in 138 in 109 in 108 n 3 1 57 in 57 in 57 in 57 in 61 in 61 in 3 2 150 in 150 in 150 in 150 n 150 in 150 in 2 2 74 in 74 in 54 in 53 in 39 in 38 in 2 3 178 in 178 n 138 n 138 in 109 in 108 in 3 2 130 in 130 in 90 in 88 in 65 in 64 in 3 3 237 in 237 n 237 in 237 n 206 in 204 n - 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 115 in 1 1 29 in 29 in 23 in 22 in 17 in 17 in 2 1 32 in 32 in 36 in 36 in 40 in 40 in 2x4 STUD SPF 6 2 1 130 in 130 in 130 in 130 in 134 in 134 in 2 2 74 in 74 in 58 in 57 in 43 in 42 in 3 3 _ 133 in 133 in 90 in 88 in 65 in 64 in 3 2 80 in 80 in 84 in 84 in 89 in 68 in 14 4 3 183 in 183 in 125 in 123 in 91 in 89 in 4 2 80 n 80 in 84 n 84 n 88 n 88 in 5 3 160 in 158 in 117 in 115 in 3 3 128 in 128 in 94 in 92 in 69 in 68 in 6 3 196 in 193 in 143 in All in 4 3 128 in 128 in 129 in 127 in 95 in 93 in 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 77 in 77 in 57 in 56 in 42 in 41 in 14 5 4 164 in 162 in 121 in 119 in 2x6 STUD SPF 2 1 91 n 91 in 91 in 91 in 91 in 91 in 6 4 181 in 181 in147 in 144 in 2 2 178 in 178 in 138 in 136 in 109 in 106 in 7 4 181 in 181 in 173 in 170 in DATE PRODUCTION BY 3 2 206 in 206 in 206 in 206 in 206 in 201 in 8 4 181 in 181 in 185 in 185 in 8 5 199 in 195 in 1 1 29 in 28 in 19 in 18 in 13 n 13 in t 1 51 in 51 in 51 in 51 in 42 in 41 in 2 1 48 in 48 in 48 in 48 in 39 in 38 in 2 1 51 in 51 in 51 in Si in 51 in 51 in 3 1 48 in 48 in 48 in 48 in 52 in 52 in 1 2 77 in 77 in 576 57 in 42 in 41 in 2 2 74 in 73 in 54 in 53 in 39 in 38 in 2x6 STUD SPF z _ 2 127 in 127 in 127 in 12,n ,osn lose BUILDER: PENN LYON HOMES 3 2 113 in 113 in 90 in 87 in 65 in 63 in 3 2 127 n 127 n 127 in 127 n e 1 h a -•'r= — 4 2 113 in 113 in 113 in 113 in 91 in 88 in 3 3 203n 203n 203n 201n � 41r;�°1ea JOB NAME: — 5 2 113 in 113 in 113 in 113 in 113 in 113 in MODEL: CAPE SYSTEMS 3 3 133 n 131 in 90 n 87 n 65 in 63 n 1 1. 30 n 30 n 23 n 22 n 17 n 17 n ! YZ 2x4 STUD SPF 4 3 178 in 178 in 125 in 122 in 91 in 88 in 2 1 30 n 30 n 30 in 30 n 34 n 34 in _ SITE LOCATION: — 5 3 160 in 156 in 116 in 113 in 2 2 73 m 73 n 58 in 57 n 43 n 42 in 6 3 178 n 178 in 142 in 139 in 3 2 73 n 73 in 73 n 73 in 69 n 67 n - 16 7 3 178 in 178 in 168 in 164 in 4 2 73 n 73 n 73 n 73 n 77 n 77 n 8 3 178 in 178 in 182 in 182 in 3 3 116 n 116 n 94 n 91 in 69 n 67 it g;1,st9:±±!d;E7d� ZIP CODE: — 6 4 196 n 191 in 142 in 139 n 4 3 116 n 116 n 116 n 116 in 95 in 92 n 7 4 231 n 225 in 168 in 164 n 5 3 116 n 116 n 116 n 116 n 120 n 117 n ,�`• •�t"..6-5_ ^ �7 SEISMIC CATEGORY: — 8 4 194 in 189 in 4 4 159 n 159 n 729 n 126 in 95 n 92 n >� •'% - SNOW LOAD (Pg): — psf 9 4 219 in 21 in in 2x4 STUD SPF 5 4 159 159 in 120 117 " - �`�� 1 1 77 in 76 in 57 in 55 in 42 in 40 n 6 4 159 in 159 in 146 in 143 in _ - _ 2 1 77 in 77 in 77 in 77 in 77 in 77 in7 4 159 in 159 in 163 in 163 in WIND SPEED (V3S): — mph 2x6 STUD SPF 2 2 178 in 176 n 138 n 135 in 108 in 105 in 16 5 5 164 n 160 n 120 n 117 n - 3 2 1792 179 in 179 in 179 n 6 5 200 n 195 in 146 in 143 in 1 3 3 256 in 250 in 204 in 198 in 7 5 172 in1 in 8 5 19898 in 193 in PEN N Note:See individual calculatons for specific connection requirements 93 9 5 205 in ,205 in 1 1 43 in 43 n 43 in 43 n 42 n 49 n (OLYON 2 1 43 in 43 in 43 in 43 in 43 in 43 n 1 2 77 n 76 n 57 in 55 in 42 in 40 in -.,�cm H0WS W"ORATION - 2 2 110 n 110 in 110 in 110 n 108 n 105 n �� e- 2x6 STUD SPF - h 1� ; '', `;;' +' PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 3 2 110 in 110 in 110 in 110 in F r.-.,P:1'� s?p Ern+ (570)374-4004 1(800)788-4754 2 3 138 in 135 in 108 in 105 in 3 3 177 n 177 n 177 n 177 n j 4 4 DRAWIHc TRU:: 244 n 244 n 244 in 244.in ff Nob:Seeindividualralculatonsbr speck connection requirements. y r�f-�I'i i 8 2005 1 SIDE A/Y.L WYNo.7 ,� DRAWN BY: GATE: SHEET: r_ MJB 2/2/05 ^� CHECKED 8r: scab: `J NTS } PROJECT NO. SERIAL N0. 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 WIND) WALL HEIGHT WALL HEIGHT MODULE NO. NO. MODULE NO.OF NO. COLUMN SIZE 8'•0" 9'•0" 10'-0' COLUMN SIZE 8'-0' 91•0" 10'•0- WIDTH AND SPECIES KING JACK —ROOF-PITCH ROOF PITCH ROOF PITCH WIDTH ANSPECIES KING JACK ROOF PITCH ROOF PITCH ROOF PITCH (FEET) STUDS STUDS 9112 12 112 9Y 12 1 1112 9 112 12112 (FEET) STUDS STUDS 9112 12112 9112 12112 9112 12112 1 1 13 in 13 in 11 in 11 in 1 1 13 in 13 in 11 in 11 in - - 2 1 38 in 38 in 31 in 31 in 2 1 38 n 38 n 31 in 31 in 3 1 72 in 72 in 51 in 51 in 3 1 43 n 43 in 47 in 47 in 4 1 72 in 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 n 98 n 71 n 71 in 4 2 100 in 100 in 71 in 71 in - 5 2 98 in 98 in 91 in 91 in - 5 2 128 n 128 in 91 in 91 in 6 2 98 in 98 in 102 in 102 in 2x4 STUD SPF 6 2 156 in 156 in Ill in 1,1 in - 2x4 STUD SPF 4 3 too in 100 in 71 in 71 in 7 2 156 in 156 in 131 in 131 in 5 3 128 in 128 in 91 in 91 in 8 2 156 in 156 in 151 in 151 in 6 3 154 in 154 n 111 n 111 in - __ 12 9 2 156 in 156 in 160 in 160 in 7 3 131 in 131 in DATE DESCRIPTION BY --- -- - '- - - - 7- --3 - 184 in--184 in- 131-in_ 131 in_. 12 a 3 151 in 151 in - - 9 3 171 in 171 in - - -- - -9 --. 3 - - ._ - --158-n-. •458-m_.---�.-.. ----_ _ 10 3 191 in 191 in 9 4 171 in 171 in - - - - - - - 11 3 210 in 210 in 10 4 191 in 191 in _ 1 1 33 in 33 in 21 in 21 in 21 in 21 in 11 4 210 in 210 in - 2 1 90 in 90 in 67 in 67 in 59 in 58 in 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 1 63 in 63 in 63 in 63 in 71 in 71 n 4 2 186 in 186 in 194 in 192 in 2x6 STUD SPF 2 2 90 in 90 in 67 in 67 in 59 in 58 in 5 2 239 in 239 in 247 in 244 in 3 2 150 in 150 in 133 in 133 in 142 in140 in 4 2 150 in 150 in 158 in 158 in 1 1 13 in 13 in 11 in 11 in 4 3 186' 186 in 194 in 192 in 2 1 38 in 38 in 31 in 31 in - - 5 3 237 in. 237 in 245 in 244 in 3 1 61 in 61 in 51 in 51 in 4 1 62 in 61 in 65 in 65 in - 1 1 13 in 13 in 11 in 11 in 2 1 36 in 36 in 3 3 2 72 in 72 in 51 in 51 in 1 n 31 in 3 1 36 in 36 in 40 in 40 in 4 2 100 in 100 in 71 in 70 in 2 2 38 in 38 in 31 in 31 in 5 2 128 in 128 in 91 in 90 in 2x4 STUD SPF 6 2 134 in 134 in Ill in110 in 3 2 72 in 12 in 51 in 51 in - 4 2 84 in 84 in 71 in 70 in - 7 2 134 in 134 in 131 in 129 in - 5 2 84 in 84 in 88 in 88 in 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 Ill 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 in 136 in 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 20 in g 4 171 in 169 in 2 1 90 in I 0 n E206 n 66 in 59 in 57 in 10 4 185 in 185 in — 2x6 STUD SPF 3 1 91 in 1 n n 91 in 99 in 99 in 1 i 33 in 33 in 21 in 21 in 21 n 20 n 3 2 172 in 2 in n 132 in 141 in 138 in 2 1 51 in 51 n 51 in 57 n 59 n 57 n 4 2 in 184 in 194 in 189 in 3 1 51 in 51 in 5,n 51 n 59 n 59 n ^•y/�'s s 1--. T- BUILDER: PENN LYON HOMES 5 2 in 206 in 214 in 214 in 1 ``--•` a I`"_-_' `0 2 2 90 n 90 in 67 n 66 in 59 n 57 n t" a y ;. F' JOB NAME: 2x6 STUD SPF r 11"�••�' 1.`z;':._i ..- ii � - 3 2 127 in 127 in 127 n 127 in 135 in 135 in C �;,t • - _ 1 1 13 in 13 in 11 in 1 11 in - 3 3 133 n 132 in 141 in 138 in f- ' MODEL: CAPE SYSTEMS 2 1 38 in 38 in 31 in 31 in 4 3 186 n 184 in 194 in 189 in �,f,. 3 1 52 in 52 in 51 in 50in 5 3 203n 203in 211n 2t17 _ [ i)O SITE LOCATION: 4 1 52 in 52 in 56 in 56 ink o 3 2 72 in 71 in 51 in 50 in - - 1 1 13 in 13 in 11 in 11 in - COUNTY: - 5 2 117 in 107 in 91 in 90 in - 3 1 30 in 30 in 34 in 34 mn 71 in 70 in 2 1 30 in 30 in 31 in 30 in1e,1^E 6.f ielbi7ppptl, 6 2 117 in 117 in 111 in 110in 2 2 38 in 38 in 31 in 30 in t: f ZIP CODE: - '� vxi' 2x4 STUD SPF 7 2 117 in 117 in 121 in 121 in - - 3 2 72 n 71 n 51 n 50 in `a --3 -'~-``'�!i - 8 2 117 in 117 in 121 in 121 in - 4 2 73 in 73 in 71 n 69 in _ =� '`" SEISMIC CATEGORY: 5 2 73 n 73 in 77 in 77 in - 6 3 156 in 154 n 111 in 108 in - SNOW LOAD P sf 7 3 131 in 128 in - 4 3 100 n 98 n 71 n 69 in - _ _ V c'y 9) P 16 8 3 171 n 166 n _ _ 2x4 STUD SPF 5 3 116 in 116 in 91 n 89 in - - •` - - SPEED Vas mph s 3 171 in tssin - s 3 ill in loan _ ! :� . _ WIND S E � ): p 10 3 186 in 186 n 7 3 120 in 120 n \!= J N 10 4 191 in 186 n - - B 3 120 in 120 in - J�� ti��.'+1,;n;I\ P E a \ N 11 4 210 in 205 in 16 7 4 131 in 128 in 1 1 33 in 32 in 21 in 20 in 21 in 20 n 8 4 151 in 147 in I)LYON 2 1 77 in 77 in 67 in 65 in 58 in 85 in 9 4 171 n 166 in 3 1 77 in 77 in 77 in 77 in 85 in 85 in 9 5 171 n i66 in - - ' 2 2 90 in 88 in 67-In 65 in 58 in 56 in 10 5 191 n 186 in 2x6 STUD SPF 3 2 172 in 170 in 133 in 130 in 140 in 136 in 1 1 33 in 32 in 21 in 20 n 21 in 20 in rar y` K VAT 4 2 179 in 179 in 179 in 179 in 187 in 187 in 2 1 43 n 43 n 43 n 43 n 51 n 51 in 7 HOWS CORPORATION ;y,,,: 'mow,[I Naas PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 z 2 I n ea in 67 n 65 i 58 n 56 n t T (570)374-4004 1(800)788-4754 4 3 238 in 235 in 186 in 181 in 192 in 187 in 3 2 110 n 110 in 110 n 110 in 118 n 119 n 5 3 239 in 233 in 244 in 238 in 2x6 STUD SPF 3 3 133 n 130 in 140 n 136 n Nob:See individual calcula ions br speck connection requirements. q 3 177 n 177 n 140 n 136 in (� DRAWING TITLE., 4 4 186 in 181 n 192 n L 187 in a F FZ 2005 c' 41A1� 5 4 239 in 233 n 244 n 238 in `�� w Nob:See individual calculations for spec connection requirements. �gca�1D * DRAWN BY: MJB DATE: 2 2 05 SHEET: _ @ Q �.a u CHECKED BY: SCALE: 8 NTS S • e PROJECT NO.. SERIAL N0. 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 If MODULE 16'MODULE COLUMN SIZE NO.OF AND SPECIES MEMBERS AND SPECIES MEMBERS CAPACITY 12'MODULE 14'MODULE 18'MODULE 1 1913 aft-Din 3A-3in 2fl-7m 1 1913 tft-11in to-Sin 1t-Om 2 3825 10It-Oin Bt-5in 72-3in 2x4 SPF No.2 2 3825 5fl-11 in 4t-10 in 4fl-1 in 2x4 SPF No.2 3 _ 5738 16t-Oin 13t-Bin 11t-10in 3 5738 9A-10in 8ft-4in --Ti-tin 4 7650 220-0in 18t-10 in 16t-5in 4 7650 13t-9in 1111-9in— 10t-2in 5 9563 28t-0in 24fl-tin 214-0in - 5 9563 17A-9in 15t-21n 13t-2in 6 11475 34t-Din 29ft-3m 251-8in 6 11475 21 ft.gin 18t-71n 16t-3in t 1913 Oft-Oin 3t-3in 21-7in 1 1913 1fl-11 in 1ft-5in 11-Oin 2 3825 10 fl--0,, B A-5in 7 1-3 in 2x6 SPF No.2 2 3825 51-11 in 41-10 in 4 t-1 in 2x6 SPF No.2 3 5738 1611-Oin 13 ft.8 in 1111-10 in 3 5738 9ft-10 in 8t-din 7t-1fn 4 7650 22t-Din 181-tON 16t-5in 4 7650 13t-9In 11A-9tr1 t0ft-2in 5 9563 281•0in 24fl-tin 21fl-Oin 5 9563 1711-9in 151-2in 13t-2in 6 11475 34 t-O in 29 fl-31n 25 t-Bin 6 11475 21 fl-Bin 18 t.7 in 1611-3 in DATE DESCRIPTION BY -LONGITUDINAL-REFERS-TO-A-WALL RUNNING.PARALLEL_70 THE SPAN OF THE BEAM LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM e 4 CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR LONGITUDINAL WALLS WITH 4.5"BEAM WIDTH LONGITUDINAL WALLS WITH 4.5"BEAM WIDTH COLUMN SIZE NO.OF COLUMN SIZE NO.OF f Z_ AND SPECIES MEMBERS CAPACITY 1T MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS CAPACITY 12'MODULE 1d'MODULE 16'MODULE a: s, .. 1 1952 41-1n 3ft-4in 20-8in 1 1952 21•Ov ift-bn 16-1m 2x4 SPFNo.2 2 3904 tOft•3m 8ft-Bm 7fl-Sm 2x4 SPF No.2 2 3904 6fl-1in 5fl-Oin 4fl-2in :•`. �;`,. '' -- 3 5856 1611-4in 131-11in 12ft-tin 3 5856 10ft-1in 81-Bin 71-4in 4 7808 221-6in 19fl-3in 164-10in 4 7808 14ft-fin 12ft-0in 10t-5in 5 9760 28fl-7n 24fl-7e 210-6in 5 9760 18ft-2n 154-6in 131-6in 6 11713 34fl-9in 29t-11in 26ft-2in 6 11713 22ft-2in 191-0m 161-7in _+ i YY 1 2869 7fl-0u1 5ft-10ai 4ft-11in 1 2869 3ft-11in 38.2v1 21•7m •Y�ra�: _ _ I 2x6 SPF No.2 2 5738 164-0in 130-8in 110-10in 24 SPF No.2 2 5738 911-10in 8ft-4in 7fl-tin 3 8606 251-0in 21ft-5in 18ft-9in 3 86M 15ft-9in 1311-5in 1111-8in 4 11475 341-0in 29It 3in 25fl-8 n 4 11475 21ft-8in 18ft-7in 161t-3m 5 14344 43t-Om 37ft-tin 32fl-6n 5 14344 27ft-7in 23ft-9in 201-10in 5 17213 52t-Uin 449-11i 39fl-5in 6 17213 33t-6in 26ft-ttin 25fl-4in 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 LONGITUDINAL WALL SIDE WALL DATE PRODUCTION BY COLUMN CAPE SIDE WALL COLUMNS(30 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 BEAM BUILDER: PENN LYON HOMES Column Size Column Capacity 12'Module 14'Module 16'Module COLUMN SIZE NO.OF CAPACITY 12-MODULE 14'MODULE 16'MODULE and Species Configuration AND SPECIES MEMBERS JOB NAME' 1 0 NIA NIA NIA 1 0 NIA NIA N/A LONGITUDINAL WALL MODEL: CAPE SYSTEMS 2x4 SPF No.2 2 3904 10t-3in 8t-8in 7fl-5in 2x4 SPF No.2 2 3904 61-1in 5ft•Din 4fl-2in SITE LOCATION: — 3 4463 121-Oin 10ft-2in 8ft-9in 3 4463 71-2in 6t-Ou1 511-1in COUNTY: — 1 0 NIA NIA NIA 1 1 0 N/A NIA NIA -- 2x6SPF No.2 2 7013 20ft-Oin 17t-t n 14fl-11in 2x6 SPF No.2 2 1 7013 1211-6in 10ft-7in 9ft-21n ZIP CODE: — 3 7013 201-Oin 17t-1in 14fl-11in 3 7013 12ft-6in 10111-7in I 9111-2in SEISMIC CATEGORY: — 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 iRAN SNOW LOAD (Pg): — psf SYQtSE WALL WIND SPEED (V3S): — mph CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD)FOR CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD)FOR TRANSVERSE WALLS WITH 4.5"BEAM WIDTH TRANSVERSE WALLS WITH 4.5"BEAM WIDTH SIDE WALL PENN COLUMN SIZE NO.OF COLUMN SIZE NO.OF COLUMN CAPACITY 12'MODULE 14'MODULE 16'MODULE CAPACITY IT MODULE 14'MODULE 16'MOOULE OLYON AND SPECIES MEMBERS AND SPECIES MEMBERS1 0 N!A NIA N!A 1 0 NIA NIA N!A 2x4 SPF No.2 2 0 NIA NIA NIA 2x4 SPF No.2 2 0 NIA NIA NIA �� BEAM 3 5856 16fl-4in 13fl-tt n 120-tin 3 5856 1Dt-t n Bt-6B 7fl-4in HOMES CORPORATION APPRO b PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 1 0 NIA NIA NIA 1 0 NIA NIA N!A (570)374-4004 1(800)788-4754 2x6 SPF No.2 2 0 NIA NIA NIA 1x6 SPF No.2 2 0 NIA NIA N!A -- 3 10519 31ft-Oin 26ft-Bin 23fl-4in 3 IU519 19ft-8m 161.11in 14fl-9in APR 1 g 2005 RANSVERSE WALL DRAWING Tn1L 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 SIDE WALL COLUMNS k tea'+' � DRAWN BY: MJB DATE: 2/2/05 SHEET: rm 'CHECKED BY: SCALE S 9 NTS PROJECT NO. SERIAL N0. 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 AND SPECIES MEMBERS CAPACITY 12'MODULE 14'MODULE 16'MODULE 1-2.6No.2SPF 9ft-4in 9ft-3in 98-31n _ E 2.2x6No.2SPF 128-0in 12ft-Oin 12 it-0i: 1 1913 25ft-3n 25ft-3n 2511-3in 3-2x6No.2SPF 13ft-9n 13ft-9in 13ft-9n 2 3825 52fl-5in 528•5n 528-5n I.2x6No.3SPF _78-0n 78-0n 7ft-On 2x6 STUD SPF -3 5738 79ft-8n 798-8in 79ft-8in 2-2x6No.3SPF 9ft-11n 90-11in 98-11n .4 7650 106ft-11in 1068-11in 1061-11in 3-2x6No.3SPF 120-2n 128-1n 12ft-Iin 9563 134ft-tn 1348-tin 1348-tin 1-2x6 STUD SPF 7ft-2n 7ft-in 7ft-1n 2-2x6 STUD SPF 10ft-2n 10ft-11n 10ft-In 1 1913 258-3in 258-3n 258.3in 3-2x6 STUD SPF 12ft-5n 128-4n 128-4n 2 3825 52fl-5n 528.5in 52fl-5n rlSPFNo.2 3 5738 79ft-8n 798-8in 798-8n Notes: 4 7650 1106ft-11n 1068-11n 1068-11in 1.)See individual calculations br addbonal nobs and fastening. 5 9563 134 ft-1 in134 ft-1 in134 8-1 inDATE DESCRIPTION BY 2.)Based on 9'-0'high wags. -- -_-- -"` -- -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 /WO SPECIES MEMBERS CAPACITY 12'MODULE 14'MODULE 16'MODULE 1-2.6No.2SPF 7V0n Eft-IIn 68-11n 2-Zx6No.2SPF 98-10in 98-10n 9ft-10ill 1 1913 158.3in 151-3n 158.3n 3-2x6No.2SPF 11ft-4in 11 It-4n 118-4in 2 3825 32ft-7n 328-7in 32111-7n 1.2x6No.3SPF 51-3n 5ft-3n 5ft-3n 2x6 STUD SPF 3 5738 498-10n 49ft-10n 498-10in 2-2x6No.3SPF 7ft-5n 7ft-5in 7V5In 4 7650 67ft-1in 678-tin 67ft-1n 3-2x6No.3SPF 9ft-2n 911-1n 98-1n 5 9563 84ft-5in 8411-5n 84ft-5n 1-2x6 STUD SPF 58-4n 58-4n 58-4in 2-2x6 STUD SPF 7ft-7n 7ft-7n 78-7n 1 1913 15ft-3in 151-3in 15111-3in 3-2x6 STUD SPF 9ft•4n 98-3n 98.3n 2 3825 32ft-7in 328-7n 32ft-7n 2(6SPF No.2 3 5738 498-10n 49ft-10in 491-10n Notes: 4 7650 67ft-1in 67ft-1n 67ft-1in 1.)See individual cabulalons for additional nobs and fasiening. 5 9563 84 ft-5 in 84 ft-5 in 848-5 n 2.)Based on 9•-0'high walls, LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAN - DATE PRODUCTION BY BUILDER: PENN LYON HOMES f Al JOB NAME: MODEL: CAPE SYSTEMS 1 t % SITE LOCATION: — COUNTY: — 4,,':e1"'Tur. ZIP CODE: — = SEISMIC CATEGORY: — `'' SNOW LOAD (Pg): — psf WIND SPEED (V3s): — mph 0-- PENN LYON HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 !! (570)374-4004 1(800)788-4754 A 10"V E.13 DRAWING TITLE: END WALL HEADERS do COLUMNS APR 1 8 2005 .Y NT$DRAWN SY: MJB DATE: 2/2/05 SHEET: . _ S C O R R i CHECKED BY: SCALE: �nS S 1 0. A.�za,..0,orasacc�przsc-r.=:;amar.vrae..--ff.-� PROJECT N0. 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 9/12 12112 9112 12112 9112 12112 COLUMN SIZE AND SPECIES WIDTH SPECIES 9112 12112 9112 12112 9112 12112 (FEET) SPACING SPACING SPACING SPACING SPACING SPACIN (FEET) 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 o/c 24 in olc 24 in o/c 12 2x6 SWd Spruce P ne F'u. 24 in o/c 24 in o/c 24 in ok 24 in olc 24 in olc 24 in o!c Zx4 Stud Spruce Pine Fir. 16 in o/c 16 in o/c 16 in olc 16 in o/c 12 in ok 12 in o/c 2x4 Stud Spruce Pine Fir. 16 in o/c 16 in olc 12 in olc 12 in olc 12 in o/c 8 in olc 14 2x6 Stud Spruce Pine Fu. 24 in o/c 24 in olc 24 in o/c 24 in ok 24 in o/c 24 in o/c 14 2z6 SWd Spruce Pine Fu. 24 in olc 24 in olc 24 in olc 24 in olc 24 in o/c 24 in o/c 2x4 Stud Spruce Pine Fir. 16 in o/c 16 in o/c 16 in o/c 16 in o/c 12 in o/c 12 in o/c 2z4 SWd Spruce Pine Fir. 16 in olc 16 in o/c 12 in olc 12 in o/c 8 in ok 8 in olc 16 2x6 Stud Spruce Pine Fu. 24 in o/c 24 in o/c 24 in olc 24 in o/c 24 in o/c 24 in o/c 16 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 o/c 2x4 Stud Spruce Pine Fir. 16 in o/c I 16 in o/c 16 in o/c 16 in o/c 12 in o/c 12 in olc 2x4 Stud Spruce Pine Fir. 12 in olc 12 in o/c 12 in olc 12 in o/c 8 in o/c 8 in olc 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" B'-0" 9'-0' 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 9112 12112 9112 12112 9112 12112 (FEET) SPECIES SPACING SPACING SPACING SPACING SPACING SPACIN SPECIES --- (FEET) SPACING SPACING SPACING SPACING SPACING SPACING 12 2x6 Stud Spruce Pine Fir. 24 in olc 24 in ok 24 in olc 24 in o/c 16 in o/c 16 in o/c 12 2x6 Stud Spruce Pine Fir. 24 in ok 24 in olc 24 in o/c 24 in o/c 16 in olc 16 in o/c 2x4 Stud Spruce Pine Fir. 12 in o/c 12 in olc 8 in olc 8 in o/c I 2x4 Stud Spruce Pine Fir. 12 in olc 12 in o/c 1 8 in olc 8 in olc 14 2x6 Stud Spruce Pine Fir. 24 in ole 24 in o/c 24 in o/c 24 in ok 16 in olc 16 in o/c 14 2x6 Stud Spruce Pine Fu. 24 in olc 24 in o/c 24 in olc 24 in o/c 16 in olc 16 in o/c 2x4 Stud Spruce Pine Fir. 12 in o/c 12 in o/c 8 in ok 8 in o/c 2x4 Stud Spruce Pine Fir. 12 in olc 12 in a/c 8 in o/c 8 in o/c __- 16 2x6 SWd Spruce Pine Fir. 24 in olc 24 in olc 24 in o/c 24 in o/c 16 in olc 16 in o/c 16 2x6 SWd Spruce Pine Fu. 24 in olc 24 in olc 24 in olc 24 in oic 16 in o/c 16 in o/c 2x4 Stud Spruce Pine Fir. 12 in o/c 12 in olc 8 in o/c 8 in olc 2x4 SWd Spruce Pine Fu. 12 in olc 12 in olc 8 in o/c 8 in olc DATE PRODUCTION BY BUILDER: PENN LYON HOMES JOB NAME: — f MODEL: CAPE SYSTEMS t r, s = — SITE LOCATION: — COUNTY: — "'°'' "' r ZIP CODE: --- — e1t�'� SEISMIC CATEGORY: — _` SNOW LOAD (Pg): — psf s" _ WIND SPEED (V3s): — mph 0 PENN LYON <.»_ _. HOMES CORPORATION A �xiae°=1- r.:� :r;_i� v;�, PO BOX 27. AIRPORT RD, SELINSGROVE, PA 17870 f & q .yS' (570)374-4004 1(800)788-4754 _ DRAWING Tall: r l i�i i SIDE WAIL STUDS igr:.yoi arp DRAWN BY: DATE: SHEET: MJB 2/2,05 S 11 a e rM CHECKED Br: $GALE NTS "gi'S.L"4�3t�Y6 PROJECT NO. SERU N0. 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) MODULE INO.OF NO.OF V-O"WALL HEGHT W-0"WALL HEIGHT 10'-0"WALL HEIGHT ODUL NO.OF NO.OF 0'•0"WALL HEIGHT 9'-0"WALL HEIGHT 10'.0"WALL HEIGHT COLUMN SIZEROOF PITCH CO LUNN SIZE WIDTH KING JACK ROOF PITCH ROOF PITCH WIDTH KING JACK ROOF PITCH ROOF PITCH ROOF PITCH AND SPECIES AND SPECIES (FEET) STUDS STUDS 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 3112 5/12 7112 9112 12112 (FEET) STUDS STUDS 3112 5112 7112 9112 12/12 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 1 1 26 in 26 in 26 in 26 in 25 in 20 n 20 n 20 in 20 in ,g n 15 in 15 in 15 in ,5 in 15 in 1 1 30 n 30 n 30 in 30 in 29 in 20 n 20 n 20 in 20 n 19 n 15 n 15 n 15 n 15 n 15 n 2 1 44 in 44 in 44 n 44 in 44 in 48 n 48 n 48 in 48 in 48 in 3B in 38 in -38 in 38 in 38 in 2 1 35 n 35 in 35 0 35 in 35 in 35 n 35 n 35 n 35 n' 35 in 38 n 38 in 38 n 38 n 38 in 3 1 44 in 44 in 44 n 44 in 44 in 4B n 48 n 48 in 48 in 48 n 52 in 52 in 52 n 52 in 52 n 2 2 72 in 72 n 72 n 72 n 71 n 52 n 52 n 52 n 52 n 51 n 38 n 38 n 38 in 38 n 38 in 2 2 68 in 68 in 6B in 68 in 67 in 52 n 52 in 52 in 52 in 51 in 38 in 38 in 38 in 38 in 38 in 3 2 82 n 82 n 82 in 82 in 82 in 82 n 82 n 82 n 82 n 82 n 62 n 62 n 62 n 62 In 61 in 3 2 105 n 105 in 105 n 105 in 105 in 85 n 05 n 85 in 85 in 83 in 62 n 62 in 62 n 62 in 61 in 4 2 82 n 82 in 82 in 82 in 82 in 82 in 82 in 82 n 82 in 82 in 85 in 85 in 85 in 85 n 84 n 4 2 105 n 105 n 105 n 105 n 105 in 109 n 109 in 109 in 109 in 109 in 85 n 85 in 85 in B5 in 84 in 3 3 127 n 127 in IV n IV in 125 in 85 in 85 in 85 n 05 n 83 n fit n 62 in 62 n 62 n 61 n 5 2 105 n 105 in 105 n 105 in 105 n 109 in 109 in 109 in 109 in 109 in 109 in 109 in 109 in 109 in 107 in 4 3 117 in 117 in 117 in 117 in 115 in 85 in 85 in 85 n 85 in 8441 2x4 SPF SWd - 129 n 129 in 129 n 129 in 129 in 109 in 109 in 109 in 109 in 107 in 6 2 105 n 105 n 105 n 105 n 105 n 109 in 109 n 109 in 109 in 109 in 113 n 113 in 113 in 113 in 113 in 5 3 3 3 123 in 123 in 123 in 123 n 121 n 85 n 85 n 85 n 85 in 83 in 62 in 62 in 62 in 62 in .61 in 6 3 129 in 129 in 129 n 129 in 129 in 132 in 132 n 132 in 132 in 131 in ` 2x4 SPF Skid 4 3 165 n 165 m 165 n 165 in 165 in 117 m 117 n 117 in 117 in 115 in 85 n 85 n 85 in 85 in 84 in 7 3 129 n 129 n 129 n 129 n ,29 n 133 in ,33 n 133 in 133 in 133 n 5 3 150 n 150 n 150 n 150 in 147 in 109 in 109 n 109 in 109 in 107 in 72 5 4 150 n 150 n 150 n 150 in 147 n 109 in 109 in 109 n 109 n 107 n 6 3 169 n 169 n 169 n 169 n 169 in ,32 in 132 n 132 n 132 n 131 n 6 4 176 n 176 n 176 n 176 n 176 n 132 in 132 n 132 n 132 n 131 n 12 7 3 169 in 169 n 169 in 169 n 169 n 156 in 156 in 156 in 156 n 154 in 7 4 156 in 156 n 156 n 156 n 154 n 8 3 169 in 169 n 169 n 169 n 169 in 173 n 173 n 173 n 173 n 173 in B 4 179 in 179 n 179 in 179 n 177 n 6 4 182 in 1B2 n 182 n 182 in 179 n 132 in Min 132 in 132 n 131 in 1 1 49 in 49 in 49 n 49 n 49 n 49 n 49 n 49 n 49 n 49 n 36 n 36 in 36 n 36 n 35 n DATE DESCRIPTION BY -7- --4- ---- - - -- --. _ -.. _-214 in 214 n 214 n 214 n 211 n 156 n 156 n 156 in 156 n 154 n 2 1 49 in 49 n 49 n 49 n 49 n 49 in 49 n 49 n 49 n 49 n 49 n 49 in 49 n 49 n 4 m 8 4 179-in 179 in- -179-n 179 in- 177 in --- ---- - -- - 1--__ 2_- ZO-n._.. 70 in _70 n 70 n 69 in 50 n 50 n 50 n 50 n 49 in 36 n 36 n 36 n 36 n 35 n 9 4 20D n 200 n 200 n 200 n 200 in 1 2 123 n 123 in 123 n 123 n 123 in 123 in 123 in 123 in 123-n -123 n--96 n--96 in- 96 in 96 m-Ail in _ 1 1 70 in 70 in 70 n 70 n 69 n 50 n 50 n 50 n 50 n 49 n 3fi n ?6 n 36 n 36 n 35 n 2x6 SPF Stud 3- 2 123 n 123 n 123 n 123 n 123 n 123 n 123 in 123 n ,23 in 123 n 123 n 123 n 123 in 723 n 123 n - 2 1 71 n 71 in 71 in 71 n 71 n 71 n 71 n 71 n 71 in 71 n 71 in 71 in 71 in 71 in 71 in 2 3 165 in 165 in 165 n 165 n 162 in 125 n 125 in 125 n 125 in 123 n 96 n 96 n 96 n 96 n 94 n 2x6 SPF SWd 2 2 165 n 165 n 165 n 165 n 162 n 125 in 125 n 125 n 125 n 123 n 96 n 96 n 96 in 96 n 94 n 3 3 197 n 197 in 197 n 997 in 197 n 183 in 183 n 183 in 183 n 181 n 3 2 166 in 166 n i66 n 166 n 166 in ,66 n 161 in i66 in 166 n 166 in 4 3 197 n 197 n 197 in 197 n 197 n 3 3 233 in 233 n 233 n 233 n 233 n 1 B3 n 1 B3 n 183 in i"n 181 in 4 3 253 n 253 n 253 n 253 n 249 in 1 1 29 n 29 n 29 n 29 n 29 n 24 n 24 n 24 n 24 n 23 n 15 n 15 n 15 n 15 n 14 n n rj �`;\�L;f i i . 2 1 29 n 29 n 29 n 29 n 29 n 33 n 33 n 33 n 33 n 33 n 33 n 33 n 33 n 33 n 33 n 1 1 25 n 25 in 25 n 25 n 25 n 20 n ZO n 20 n 20 n 19 n 15 n 15 n i S n 15 n 14 n 2 2 70 n 70 n 70 n 70 n 70 n 56 n 56 n 56 n 56 n 55 in 38 n 38 n 38 n 38 n 37 in C�j��'i u. 2 1 37 n 37 in 37 n 37 n 37 n 41 n 41 n 41 in 41 n 41 n 38 in 38 n 38 in 38 n 37 in 3 2 70 n 70 n 70 n 70 in 70 n J4 n 74 n 74 n 74 n 74 n 61 n 61 n 61 n 61 n 60 n S 3 1 37 in 37 n 37 n 37 in 37 n 41 n 41 n 41 n 41 n 41 n 45 n 45 n 45 n 45 n 45 n 4 2 70 n 70 n 70 n 70 n 70 n 74 n 74 n 74 n 74 n 74 n 74 n 74 n 74 n 74 n 74 in 2 - 2 67n 6)n 67n 67n 66n 52 in 52 in 52n 52 in 51 in 38 in 38n 38 in 38 in 37 in 3 3 112n 112n 112n 112n IQ in 88 in 88 in 88 in 88 in 67n 61 in 61 in 61n 61 in 60 in YP;tt _ r, 3 2 90 in Son 90n 90 in 90 in 84 in 84n 84 in 84n 93 in 61 in 61 in 61 in 61 in 60n 4 3 112n 112 in 112n 112n 112n 116 in 116 in 116 in 116 in 116 in 85 in 85n 85 in 05n 83 in 4 2 90 n 90 n 90 in 90 in 90 in 94 n 94 n 94 n 94 in 94 n 85 in 85 n 85 in 85 n 63 n 5 3 112 n 112 n 112 n 112 n 112 n 116 n 116 n 1,6 n 116 in 116 In 108 in 108 n 108 in 108 n 106 n 5 2 go in go in 90 in 90 in 90 in 94 in 94 in 94 in 94n 94n 98n 98n 98n 98n 98 in 2x4 SPF Stud 6 3 112n 112n 112n 112n 112n 116n 116 in 116n 116 in 116n 116 in 116n 116 in 116 in 116 in 2x4 SPF SWd 3 3 122 n 122 n 122 n 122 n 120 n 84 n 84 n 84 in 84 n 03 n 61 n 61 in 61 n 61 n 60 n 3 4 126 n 126 n 126 n 126 n 124 n 88 n 88 n 88 n 88 n 87 n 61 n 61 in 61 n 61 n 60 n -- 4 3 143 n 143 n 143 n 143 in 143 n 116 in 116 n 116 n' 116 n 114 in 85 in 85 in 85 in 85 n 83 n 4 4 120 n 120 in 120 n 120 n 118 n 85 n 85 n 05 n 85 n 83 in !.2 nn• - 5 3 147 in 147 n 147 in 147 n 146 n 108 in 108 n 108 n 108 n 106 in 5 4 152 n 152 in 152 n 152 in 150 in 108 in 108 n 108 in 108 n 106 n 6 3 147 in 147 n 147 n 147 n 146 n 131 in 131 in 131 n 131 n 129 in 6 4 157 n 157 in 157 n i57 n 157 n 131 in 131 n 131 in 131 n 129 n 7 3 147 in 147 n 147 n 147 n 146 n 151 n 151 n 151 n 151 in 151 in i d 7 4 157 n 157 in 157 in 157 in 157 n 155 in 155 n 155 in 155 n 152 n :`" •_'/, 14 6 4 181 in 181 in 181 in 181 in 178 in 131 in 131 in 131 in 131 in 129 in 6 5 185n 185 in 185n 185n 182 in 131 in 131 in 131 in 131n 129n 7 4 201 in 201 n 201 n 201 n 201 nr35in 155 n 155 n 155 in 152 in 7 5 155 in 155 in 155 n 155 n 152 n ti:1' A'-•-,_,- ,.. no g q 178 in 178 in 178 in 175 in g 5 178 in 178 in 178 in 178 in 175n _ g q 201 n 201 n 201 n 198 in 1 1 41 in dt in d1 in 4,n 41 n 41 in 41 n 41 n 41 in 41 n 35 n 35 n 35 n 35 n 34 n = `'• ='o 1 1 59 n 59 in 59 in l6g 59 n 50 n 50 n 50 in 50 in 48 in 35 n 35 n 35 in 34 n 2 1 41 n 41 n 41 n 41 n 41 n 41 n 41 n 41 in 41 n 41 n 41 n 41 n 41 n 41 n 41 in rGATEPRODUCTION BY 2 1 59 n 59 n 59 n 59 in 59 n 59 n 59 n 59 in 59 n 59 n 59 n 59 n 59 in i 2 69 in fig in 69 n 69 n 68 n 50 in 5o n 50 n 50 n 48 n 35 n 35 n 35 in 35 n 34 n �L.�\'t� `1 2 69 n 69 n 69 n 68 n 50 n 50 n 50 n 50 in 48 m 35 in 35 n 35 n 34 n 2 2 106 n 106 n 106 n 106 n 106 in 106 in 1D6 in 106 n 106 n 106 n 95 n 95 in 95 n 95 n 93 n -~ :. ' `2 2 143 n ,43 n 143 n 143 in 143 n 124 n 124 n 124 in 124 n 121 n 95 n 95 in 95 n 93 in 2x6 SPF SWd 3 2 106 n 106 in 106 n 106 n 1D6 in 106 in 1D6 n 106 n 106 n 106 in 106 in 106 n .106 n106 n 106 n '-' - -2x6 SPF SWd i7%r,:v3 2 143 n 143 n 143 n 143 n 143 n 143 n 143 n 143 in 143 n 143 n 143 n 143 n 143 n 143 n 2 3 163 n 163 n ,63 n 163 n 161 in 124 n 124 n 124 n 124 n 121 in 95 in 95 n 95 in 95 n 9n2 3 163 n 163 n 163 n 163 n 161 in 124 in 124 n 124 in 124 n 121 n n 95 n 95 in 95 n 93 in 3 3 171 n 171 in 171 n 171 n A 1 n 17,n 171 n 171 in 171 in 171 n 3 3 227n 227n 227n 227n 227n 182 in 182in 182n 182n 179 in 3 4 231n 231n 231n 231in 227n lezn ,Bzn ,Bzn 182 in 179 in BUILDER: PENN LYON HOMES 4 3 221 n 227 in 227 in 227 n 227 in 4 4 236 n 236 n 236 in 236 n 236 in 1 1 29 in 1 29 in 29 in 29 in 28n 19in 19n 19n 19in 19n 15 in 15 in 15 in 15 in 14n 1 1 1 24n 24n 24n 24n 24n 23in 23in 23in 23in 23in 15 in 15 in 15 in 15 in 14n JOB NAME: - 2 1 35 in 35 n 35 n 35 n 35 n 35 n 35 n 35 n 35 n 35 n 38 n 3B n 38 in 38 n 37 n 2 , 24 n 24 n 24 n 24 in 24 n 28 n 28 n 28. 28 in 28 in 28 n 28 n 28 n 2B n 28 n MODEL: CAPE SYSTEMS 3 1 35 in 35 in 35 in 35 in 35 in 35 in 35 in 35 in 35 in 35 in 39n 39n 39n 39n 39n 1 2 29 in 29 in 29 in 29 in 28 in 23in 23in 23in 23in 23in 15 in 15 in 15 in 15 in 14n 2 2 71 n 71 in 71 n 71 n 69 n 51 n 51 n 51 n 51 in 50 in 38 in 36 in 38 n 38 n 37 n 2 2 61 n 61 n 61 n 61 n 61 n 55 n 55 n 55 n 55 n 54 n 38 n 38 n 38 n 38 In 37 n SITE LOCATION: — 3 2 83 in 83 in 83 in 83 in 83 in 83 in gin 83n 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 65n 65 in 65n 61 in 61 in 61 in 61 in 60 in 4 2 83 n 83 in 83 in 83 n 83 n 83 n 83 n 03 in 83 n 82 n 84 n 84 n 84 n 84 n 83 n 4 2 61 n 61 n 61 n 61 n 61 n 65 n 65 n 65 n 65 n 65 n 65 n 65 n 65 n 65 n 65 n COUNTY: - 3 3 125 in 125 n 125 n 125 n 123 n 83 n 83 n 83 n 83 n 82 n 61 n 61 n 61 n 61 n 60 in 2 3 71 n 71 n 71 n 71 n 69 n 55 n 55 n 55 n 55 n 54 in 38 n 38 n 38 n 38 n 37 n 4 3 115n 115n 115n 115n 113in 84n 84 in 84 in 84 in 83 61 3 3 98 in 96 in 98 in 98 in 98 in 87 in 87 in 87 in 87 in 86n 61 in 61 in 61 in 61 in 60 in - 5 3 130 in 130 n 130 n 130 n 130 n 107 n 107 in 107 in 107 in 105 in 4 3 98 in 98 n 98 n 98 n 98 n 102 n 102 n 102 n 102 in 102 n 84 in 84 in 84 n 84 in 83 in ZIP CODE: 2x4 SPF SWd 6 3 130 in 130 n 130 n 130 n 130 in 131 n 131 n 131 n 131 in 128 in 2x4 SPF SWd 5 3 98 n 98 n 98 n 9B n 98 n 102 n 102 n 102 n 102 n 102 n 102 in 102 n 102 n 102 n 102 n SEISMIC CATEGORY: — 7 3 130 in 130 n 130 n 130 n 130 n 134 in 134 in 134 n 134 in 134 m 3 4 125 n 125 in 125 n 125 n 123 in 87 n 87 n 87 n 07 n 86 n 61 n 61 n 61 in 61 n 60 n 5 4 147 in 147 in 147 in 147 in 145n 107 in 107 in 107 in 107 in 105 in 4 4 119n I19n 119n 119n 117 in 84 in 84 in 84 in 84 in Vin SNOW LOAD (Pg): — psf 6 4 178 in 176 n 178 n 178 n 176 n 131 n 131 n 131 n 131 in 128 in 16 5 4 139 n 139 n 139 n 139 n 139 n 107 in 107 n 107 n 107 n 105 n 16 7 4 178 in 178 n 178 n 178 in 176 n 154 n 154 n 154 n 154 n 151 in 6 4 139 n 139 in 139 in 139 n 139 n 131 in 131 n 131 n 131 n 128 n 8 4 178 in 178 in 178 in 178 in 176 in 177 in 177 in 177 in 177 in 174in 7 4 139 in 139 in 139 in 139 in 139 in 139 in 139 in 139 in 139 in 139 in WIND SPEED (V3s): — mph 9 4 178 in 178 n 178 n 178 n 176 in 182 in 182 in 182 n 182 n 182 in 5 5 151 n 151 n 151 n 151 n 149 in 107 in 107 n 107 in 107 n 105 n 5 5 147 in 147 n 147 n 147 n 145 n 6 5 176 n 176 in 176 n 176 n 176 n 131 n 131 n 131 in 131 n 128 n 6 5 179 n 179 n 179 n 179 n 176 n 7 5 154 n 154 n 154 in 154 n 151 in I)LYON PENN 7 g 211in 211n 211n 211n 211in 7 5 - 176n 176n 176 in 176n 174n1 1 50 n 50 in 50 in 50 in 50 n 49 n 49 in 49 in 49 in 48 n 35 in 35 in 35 in 35 in 34 in 1 1 34 n 34 n 34 n 34 in 34 in 34 n 34 n 34 n 34 n 34 n 42 n 42 n 42 n 42 n 42 n2 1 50 n 50 in 50 n 50 n 50 n 50 n 50 n 50 n 50 in 50 n 50 n 50 n 50 n 50 n 50 in 1 2 69 n 69 n 69 in 69 n 67 n 49 in 49 n 49 n 49 n 48 n 43 n 43 n 43 n 43 n 42n 1 2 69 n 69 in 69 n 69 in 69 n 49 in 49 in 49 in 49 in 48n35 in 35 n 35 in 35 n 34 in 2 2 92 n 92 n 92 n 92 n 92 n 92 in 92 n 92 in 92 n 92 n 100 n 100 n 100 in 100 n 100 n 2x6 SPF Stud 2x6 SPF Slid 2 2 125 n 125 n ,25 n 125 n 125 n 123 n 123 n 123 n 123 n 12D n 94 n 94 n 94 n 94 n 93 n 2 3 150 n 150 in 150 n 150 n 150 in 123 n 123 in ,23 n 123 in 120 n 102 n 102 n 102 in 102 n 101 n 3 2 125 n 125 n 125 n 125 n 125 n 125 in 125 n 125 n 125 n 125 n 125 in 125 n 125 in 125 n 125 in 3 3 150 n 150 n 150 n 150 in 150 n 158 n 158 n 158 in 158 n 158 n 2 3 162 n 162 n 162 n 162 n 159 n 123 n 123 n 123 n 123 n 120 n 94 in 94 n 94 in 94 n 93 in 3 4 208 in ZDB in 208 n 208 in 208 in 216 n 216 n 216 in 216 m -21Ey„„�a,,.p;�fz �a,,,z,v. HO11r1Cn7 <+Vi�VMTION 3 3 200 in 200 n 200 n 200 in 200 n 181 in 181 n 181 n 18t in 177 in Nob:See individual ralalaWs br specific connection requirements. _ ,K!J r+s^" PO BOX 27, AIRPORT RD. SEUNSGROVE, PA 17870 4 3 200 n 2D0 in 200 in 200 n 200 in �i � v 570 374-4004 1 800 788-4754 �� ` ; c c Note:See individual calculations br specific connecion requirement s DRAWING O,LL A?R �005 SHED DORMER SIDE WALL JAMBS Cry DRAWN BY: MJ6 I": 2/2/05 SHEET: CHEGCED BY: I SCALE: S17 l'ss;ar�..sar .va-� NTS sae:, PROJECT NO, SERIAL NU. 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) ODUL NO.OF NO.OF 8'•0"WALL HEIGHT 9'-0"WALL HEIGHT 10'•0'WALL HEIGHT ODUL NO.OF NO.OF 8'•0"WALL HEIGHT 9'-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 ROOF PITCH (FEET) AND SPECIES STUDS STUDS 3112 511T 7112 9112 12112 3112 5112 7f12 9112 12112 3112 5112 7112 -8112 12112 AND SPECIES (FEET) STUDS STUDS 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 1 1 11 in 11 in 11 in 11 in 11 in 10 in 10 in 10 in 10 in 9 in - - 1 1 11 in 11 in 11 in 11 in i i in 10 in 10 in 10 in 10 in 9 in - - - 2 1 35 in 35 in 35 in 35 in 34 in 28 in 28 in 28 in 28 in 27 in 2 1 35 in 35 n 35in 35 in 34 in 28 in 28 in 28 in 28 in 27 in 3 1 48 in 48 in 48 in 48 in 48 in 46 in 46 in 46 in 46 in 45 in - - 3 , 35 in 35 in 35 in -35 in 35 in 39 in 39 in 39 in 39 in 39 in 4 1 48 in 48 in 48 in 48 in 48 in 52 in 52 in 52 in 52 in 52 in - 3 2 66 in 66 n 66 in 66 in 65 in 47 in 47 in 47 in 47 in 45 in 3 2 66 in 66 in 66 in 66 in 65 in 46 in 46 in 46 n 48 in 45 in - - - - 4 2 82 in 82in 82 in 82 in 82 in 64 in 64 in 64 in 64 in 63 in - - - 4 2 92 in 92 in 92 in 92 in 91 in 64 in 64 in 64 in 64 in 63 in 5 2 82 in 82 in 82 in 82 in 82 in 83 in 83 in 83 in 83 in 81 in - 5 2 109 in 109 in 109 in 109 in 109 in 83 in 83 in 83 in 83 in 81 in - - - - 6 2 82 In 62 in 82 in 82 in 82 in 86 in 86 in 86 in 86 in 86 in 6 2 109 in 109 in 109 in 109 in 109 in 101 in 101 in 101 in 101 in 99 in - - 4 3 92 in 92 in 92 in 92 in 91 in 64 in 64 n 64 in 64 n 63 in - - 2x4 SPF SWd 7 2 109 in 109 n 109 in 109 n 109 n 113 in 113 In 113 in 113 in 113 in - - - 2x4 SPF Skid 5 3 118 n 118 in 118 in 118 n 117 in 83 in 83 n 83 n 83 n 81 in - - 5 3 118 n 118 in 118 in 118 n 117 in 83 in 83 n 83 in 83 in 81 in - - 6 3 129 n 129 n 129 in 129 n 129 n 101 n 101 n 101 n 101 n 99 in - - - - - 6 3 144 n 144 in 144 in 144 n 142 in 101 in 101 n 101 in 101 n 99 in - - - 7 3 119 n 119 n 119 n 119 in 117 in - 12 7 3 119 n 119 n 119 in 119 n 117 in - 8 3 133 n 133 n 133 in 133 n 133 in - - - 8 3 137 n 137 n 137 n 137 n 135 in - - - - 12 8 4 137 n 137 n 137 in 137 n 135 in - - 9 3 156 n 156 n 156 in 156 n 153 in - 9 4 156 n 156 n 156 in 156 n 153 in - - 10 173 n 173 in 173 n 173 n 171 in - - 10 4 174 n 174 n 174 n 174 n 171 n DATE DESCRIPTION BY 192 in 192 in192 in 192 in 180 in - - 11 4 180 n 180 n 180 n 180 n 180 in - - - - - 12 4 210in 210n 210n 210n 207in - - - - 1 1 29in 29in 29n 29in 28 in_ 17 in 17 in I?in 17 In 17 in 17 in 17 in 17 in 17 in 17 in 1 1 29in 29n 29in 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 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 51 in 51 in 51 in 51 in 50 in 2 1 71 in 71 n 71 in 71 in 71 n 59 n 59 n 59 in 59 n 58 n 51 n 51 n 51 in 51 in 50 n 3 1 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 in 49 n 49 in 57 n 57 in 57 in 57 n 57 in- 3 1 71 n 71 n 71 in 71 in 71 n 71 n 71 n 71 n 71 n 71 n 79 in 79 in 79 n 79 in 79 n 2 2 82 in 82 n 82 n 82 n 81 n 59 n 59 is 59 n 59 n 58 n 51 n 51 n 51 n 51 n 50 in 2x6 SPF SWd 2 2 82 n 82 n 82 n 82 n 81 n 59 n 59 n 59 in 59 in 58 n 51 n 51 n 51 n 51 in 50 n 2x6 SPF Skid 3 2 123 n 123 in 123 n 123 n 123 in 120 n 120 n 120 n 120 n 118 n 126 n 126 in 126 n 126 n 124 in 3 2 159 n 159 in 159 in 159 n 157 in 120 in 720 n 111 in 121 n 118 in 126 in 126 in 126 in 126 n 124 in 4 2 123 n 123 in 123 in 123 n 123 n 123 in 123 n 123 n 123 in 123 n 131 n 131 n 131 in 131 n 131 n 4 2 166n 166in 166in t66in 166n 166n 166in 166in ,66 in 166n 173n 113in 173in 173in 173 in 3 3 159 in 159 in 159 in 159 in 157 in 120 in -120 in 120 in 120 in 118 in 126 in 126 in 126 in 126 in 124n 5 3 217 m 2,7 in 211 in 217 in 214 in 221 in 221 in 221 in 221 in 218 in 4 3 161 in 168 n 168 n 168 in 166 in 173 in 173 n 173 in 173 in 171 n 5 3 197 in 1EI n 197 n 197 n 197 in 205 in 205 in 205 in 205 in 205 in r ; �`)t i 1 1 11 in 11 in 11 in 11 in 11 in 10 in 10 in 10 in 10 in 9in - - - - - 1"1 , 2 1 35 in 35 in 35 in 35 in 34n 28 in 28 in 28 in 28 in 27 in - - 1 1 15in 15n 15in 15in 15n 10 in 10 in tOn 10 in 9in _ _ _ iw^;, ; -: 3 1 35 in 35 in 35 in 35 in 34 in 45 in 45 in 45 in 45 in 45 in - - 2 1 33 in 33 in 33 in 33 in 33 in 28 in 28 in 28 in 28 in 27 in - 3 2 65 in 65 in 65 in 65 in 64 in 46 in 46 in 46 in 46 in 45 in 3 1 33 in 33 in 33 in 33 in 33 in 33 in 33 in 33 In 33 in 33 in - - 4 2 91 in 91 in 91 in 91 in 90 in 64 in 64 in 64 in 64 in 63 in - - - - 2 2 39n 39n 39n 39in 38n 28n 28n 28n 28n 27n - 5 2 94 in 94 in 94 in 94 in 94 in 82 in 82 in 82 in 82 in 81 in - - - _ ::• - 3 2 69 in69 in 69 in 69 in 68 in 46 in 46 in 46 in 46 in 45 in 6 2 94 in 94 in 94 in 94 in 94 in 98 in 98 n 98 in 98 in 98 in - 4 2 74 in 74 in 74 in 74 in 74 in 64 in 64 in 64 in 64 in 63 in - - ,41q;is5cs;%?:;?;:e 2x4 SPF Skid 5 3 117 in 117 in 117 in 117 in 115 in 82 in 82 in 82 in 82 in 81 in - 5 2 74 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in 74 in "- 6 3 143 in 143 in 143 in 143 in 141 in 100 in 100 in 100 in 100 in 99 in >`:•' `' '' �'� - 4 3 1 95 in 95 in 95 in 95 in 94 in 64 in 64 in 64 in 64 in 63 in 7 3 118 in 118 in 118 in 118 in 116 in - - 2x4 SPF Skid 5 3 176 in 116 in 116 n 116 in 1,6 in 82 in 82in 82 n 82in 81 n 8 3 136 n 136 n 136 in 136 in 734 in 6 3 116n 116in 116in 116n ,i6in 100in t00in 100in 100n 99n - - - 9 3 15lin 151in .151n 151n 151in - 7 3 116 in 116 in 116 in 116 in 116 in 116 in 116 in 11116in 116 in 116 in - - - - - - 14 9 4 155 in 155 in 155 in 155 in 152 in - - - - 5 4 121 in 121 in 121 in 121 in 119 in 82 in 82 in 82 in 82 in 81 in 10 4 173 in 173 in 173 in 173 in 170 in - 6 4 100 in 100 in 100 in 100 in 99 in - - - = r 11 4 191n 191n 191n 191n 188 in - - - - - 14 7 4 118 in 118 in n in 118in 118 11fii :!•J4 3 - 1 1 28 in 28 in 28 in 28 in 28 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in 17 in - _ i ,•*• ail-;ice a DATE PRODUCTION BY 8 4 136 in136 in136 in136 in134 in -- 2 1 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 51 in 51 in 51 in 51 in 50 in 9 4 155 in 155 in 155 in 155 in 152 in 3 1 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 59 in 67 in 67 in 67 in 67 in 67 in 10 4 157 in 157 in157 in 157 in157 in ^' �,j}• 2 2 81 in 81 in 81 in 81 in 80 in 59 in 59 in 59 in 59 in 59 in 51 in 51 in 51 in 51 in 50 in 10 5 173 in 173 in n n 173 173 170n 2x6 SPF Skid 3 2 143 in 143 in 143 in 143 in 143 in 119 in 119 in 119 in 119 in 117 in 125 in 125 in 125 in 125 in 123 in 1 1 28 in 28 in 28 in 28 in 28 in 25 in 25 in 25 in 25 in 25 in 17 in 17 in 17 in 17 in 17 in 4 2 143 in 143 in 143 in 143 in 143 in 143 in 143 in 143 in 143 in 143 in 151 in 151 in 151 in 151 in 151 in - •.•-• ``" 3 3 158 in i58in 158 in 158 in 155 in 119 in 119 in 119 in 119 in 117 in 125 in 125 in 125 in 125 in 123 in 2 1 41in 41n 41n 41n 41n 49 in 49 in 49 in- 49 in 49 in 49 in 49 in 49 in 49 in 49n• BUILDER: PENN LYON HOMES 2 2 81 in 81 in 81 in 81 in 80 in 67 in 67 in 67 in 67 in 66 in 51 in 51 in 51 in 51 in 50 in 4 3 167n 167n 167in 167n 164 in 172 in 172 in 172 in 172 in 169n 3 2 106n 106n 106n 106 in 106n 114n 114n 114 in 114n 114n 1 114n 114n 114n 114n 114in - 5 3 215 in215 in215 in215 in212 in 279 in 279 in 219 in 219 in 216 in 2x6SPF Skid 3 3 158 in 158 in 158 in 158 in 155 in 158 158 in 158 in 158 in 156 in 125 in 125 in 125 in 125 in123 n JOB NAME: 4 3 179n 17sn ,19n 179n ,79n 172 in 172 in 172 in 172 in ,69n MODEL: CAPE.SYSTEMS 5 3 179in 171'. 179in 179n 179n 179n !71 in 179n 179in 179in 1 1 3 in tin 11 34in ,tin 10 33in 9in 9in 9in 9in gin - - 4 4 217n 217n 217n 217n 213n 172 in 172 in 172in 1J2n 169in SITE LOCATION: - 2 1 34 n 34 n 34 in 34 in 33 in 27 in 27 n 27 n 27 in 27 n - - - - 3 1 35 in 35 in 35 in 35 in 35 in 39 in 39 in 39 in 39 in 39 in - - _ _ 5 4 __ 1 1 219 in 219 in 219 in 219 in 216 in 3 2 65 in 65 in 65 in 65 in 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 62in - _ _ 1 1 2815 n 2815 in 2815 n 2815 in 2814 in 9in 9in 9in 9in 9in 5 2 83 in 83 in 83 in 83 in 83 n 81 n 81 n 81 n 81 in 80 in - _ 2 , 28 in 28 n 28 n 28 in 26 n 27 in 27 n 27 n 27 n 21 n - - - ZIP CODE: - 6 2 83 in 83 in 83 in 83 in 83 in 87 in 87 in 87 in 87 in 87 in - 2 2 38 in 38 in 38 in 38 in 37 in 27 in 27 in 27 n 27 in 27 in - - - - 4 3 1 91 in 91 in 91 in 91 in 89n 63 in 63 in 63 in 63 in 62in 3 2 65 in 65 in 65 in 65 in 65 in 45 in 45 in 45 in 45 in 45 in - SEISMIC CATEGORY: 2x4 SPF SWd 3 3 69 in 69 in 69 in 69 in 68 in 45 in 45 in 45 in 45 in 45 In - - SNOW LOAD P — sf 5 3 117n 117in 117n 117n ,14in 81in 81n 81n 81in 80in - - 4 3 95in 95n 95n 95n 93n 63in 63in 63in 63in 62n - - - ( g): p 6 3 130 in 130 in 130 in 130 in 130 in 99 in 99 in 99 in 99 in 98 in - 7 3 ,t7n 111n ttlin Min 115in - _ 5 3 102 in 102 in 102 in 102 in 102 in 81 in 81 in 81 in 81 in 80 in - - - 8 3 134 in 134 in 134 in 134 in 133 in - - - 2x4 SPF SWd 6 3 102 in 102 in 102 in 102 in 102 in 99 in 99 in 99 in 99 in 98 in - WIND SPEED (V3s): — mph 16 9 3 134 in 134 in 134 in 134 in 134 in7 3 102 in in 102 in 102 in 102 in 102 n 102 in 102 in 102 in 102 in - - - 9 4 171 n 171 n 171 in 171 n 168 n 5 4 122 in 122 in 122 in 122 n 1,8 in 81 in 81 n 81 n 81 in 90 in - P E NN 10 4 171 n 171 n 171 in 171 in 168 in - 6 4 99 in 99 n 99 in 99 in 96 n - - 11 4 182n 182n 182n 182n 182in _ 7 4 117 in 117 in 117 in 117 in 115in - - 16 8 4 135 in 135 in 135 in 135 in 133 in - - 1 1 28 in 28 in 28 in 28 in 27 in 25 in 25 in 25 in 25 in 24 in 11 n 17 in 17 n 17 in 16 in y q 139 in 139 in 139 in 139 n 139 in - - 2 1 50 n 50 n 50 n 50 n 50 n 58 n 58 n 58 n 58 n 58 n 50 n 50 in 50 n 50 in 49 in 9 5 153n 153in 153in 153in ,S,in I)LYON 3 1 50 in 50 n 50 n 50 in 50 n 58 in 58 n 58 in 58 in 58 in 58 in 56 in 58 n 58 in 58 in 171 in 171 in 171 in 17l in 166 in 2 2 81 n 81 n 81 in 81 n 79 n 66 n 66 n 66 in 66 in 65 n 50 in 50 in 50 in 4 10 5 •:.,.:.ro:. •"�s.�,+m•:; SOin 9m 28 in 28 m 28 m 28 in 27 in 25 in 25 n 25 in 25 in 24 m 17 m 17 m , in 'ui,. ,� '.•.._1i'-k' E ,,.�• HOMES CORPORATION Ix6 SPF SWd 3 2 125 n 125 n 125 in 725 n 125 in 133 in 133 on 133 in 133 n 133 in 124 in 124 n 724 in 724 in 122 in 2 1 34 in 34 in 34 n 34 in 42 in 42 n 42 in 42 in 42 n 42 in 42 in 4 .n " .r�,, . PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 4 2 125 n 125 in 125 in 125 n 154 in 157 n 157 n 157 n ,33 in 133 in 733 n 133 in 133 n 133 n 133 n 2 2 81 in 81 n 81 in 81 n 79 n 66' 66 n 66 n 66 n 65 n 50 in 50 n 5 n 50 n 49 n (570)374-4004 1(800)788-4754 3 3 157 n 157 in 157 in 157 n 154 in 157 in 15T in 157 in 157 in 154 in 171 in 171 in 171 in 124 n 122 n 3 2 92 in 92 n 92 in 92 in 92 in 100 n 1 00 n 1 00 in 100 n 100 in 100 n 100 n 10 in 100 in 100 n 4 3 206 n 208 in 208 in 208 n 208 n 171 in 171 in 171 n 111 n 768 in - 5 3 208 in 208 n 208 in 208 n 208 in 2x6 SPF SWd 3 150 n 150 in 150 n 150 in 150 in 157 n 157 n 157 n 157 n 154 in 124 n 124 n 12 in 12¢i}., 122 in DPARING RkE: Not:See individual mbulaWns br speoic connecion requirements 158 n 158 in 158 in 158 n 158 in 158 n 158 n 1 in 15B, I58'• .0 0 MD,I�p 4 4 215 n 215 in 215 in 215 n 211 n 171 n 171 n 17 in t71 n 168 in ` •W' i{I,I•IL,J,�p�`�� 5 4 216 in 216 n 21 in 216' 14 in n WI�Y.L "BS • :r.,��.F9., .�.Y.e� _.� ..H �� Nob:Seei Nidualealculadoisbrspeciicconnecionrequirements Cuv4 8WB 2�2�05 EC SCAE: NS S 18. Cdv& PROJECT NO. SERIAL NO. SHED DORMER CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD) FOR LONGITUDINAL WALLS WITH 3"BEAM WIDTH FOR LONGITUDINAL WALLS WITH 3"BEAM WIDTH COLUMN SIZE NO.OF CAPACITY 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.OF AND SPECIES MEMBERS AND SPECIES MEMBERS CAPACITY 12'MODULE 14'MODULE 16'MODULE i 1913 211-4in 19-9in 1ft-Sin 1 1913 10-4in OR.11in Oft-bin 2 3825 6fl-7in 5ft-7in 4ft-9in 2 3825 Oft-bin 311•tlin 311-3in 2x4 SPF No.2 3 5738 101-11in 9ft-4in 811-2in 2x4 SPF No.2 3 5738 80-Om 61-10in 59-11in 4 7650 15fl-3in 1311-2in 110-6in 4 7550 ttfl-5m 9fl-9in 8fl•6in 5 9563 19fl-bin 1611-11in 141-11m 5 9563 1411-9in 12ft-9in 111-2in 6 11475 234-tOin 2011-9in 18ft-3in 6 11475 18fl-lin 1511•8m 131-9in 1 1913 21-4in Ifl-9in 1ft-sin 1 1913 1A-4m 01.11in Oft-bin. 2 3825 611-7in 5ft-7in I 41-9in 2 3825 411-Bin 311-11in 3ft-31n 2x6 SPF No.2 3 5738 101-11in 9fl-4in 81-2in 2z6 SPF No.2 3 5738 8ft-0in 6fl-10in 51-11in DATE 4 7650 15fl-3n 13rt-tin 11fl-bin 4 7650 111-5in 9fl-gin 80-6in DESCRIPTION BY 5 9563 19fl-bn -- 16ft-11in 14fl-11n 5 9563 149-9in 12fl-9in lift-2in 6 11475 231.10in 20fl-9in 18fl-3in 6 11475 189-tin 15fl- m 13fl-9in LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM 10 SHED DORMER CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD) r FOR TRANSVERSE WALLS WITH 3"BEAM WIDTH FOR TRANSVERSE WALLS WITH 3"BEAM WIDTH COLUMN SIZE NO OF COLUMN SIZE NO.OF 6 x�' AND SPECIES MEMBERS CAPACITY 12'MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS CAPACITY 12'MODULE firMODULE 16'MODULE 1 0 N/A N/A NIA 1 0 N/A N/A N/A 2x4SPF No.2 2 4463 Eft-9in 5ft-9in 4ft-11in 2x4 SPF No.2 2 3904 41-10in 4ft-0in 31-4in 3 4463 Bfl-1in 6fl-10in 50-11in 3 4463 511-10in 4ft-10m 4ft-2in 1 0 NIA NIA N/A 1 0 NIA N!A NIA 2x6 SPFNo.2 2 7013 131-9in lift-11in 101-5in 2x6SPfNo.2 2 7013 10fl-3in 8fl-tOm 7fl-8n — n 11 -11' n _3 7013 13ft-9 fl m 10fl-5i 3 7D73 loft- 8fl-t0in 7fl-bin 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 BEAN - ^'.''_ •-e\``��"- DATEPRODUCTION BY SHED DORMER CAPE SIDE WALL COLUMNS 30 PSF GROUND SNOW LOAD SHED DORMERC SIDE WALL M RODUC 0 1 ) APES L COLUMNS 60 PSF GROUND SNOW LOAD)) LONGITUDINAL LONG TUD NAL WALL FOR LONGITUDINAL WALLS WITH 4.5"BEAM WIDTH FOR LONGITUDINAL WALLS WITH 4.5"BEAM WIDTH SIDE WALL COLUMN SIZE NO.OF COLUMN SIZE NO.OF COLUMN AND SPECIES MEMBERS CAPACITY 17 MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS CAPACITY 12'MODULE 14'MODULE tfi'MODULE _ _ _ _ _ 1 1952 29-5in tft-10in 1ft-5in 1 1952 1ft-5in 1fl-Om oft-8m BUILDER: PENN LYON HOMES 2 3904 69-gin 5fl-9in 49-11in 2 3904 4fl-10in 4fl-Din 311-4inBEAM JOB NAME: — 2x4 SPF No.2 3 5856 11ft-2in 9ft-7in 8ft-4in 2x4 SPF No.2 3 5856 89-3in 711-0in 60-1 in 4 7808 150-7in 131-5in 11fl-10in 4 7808 111-8in 10fl-0in Bft-9in MODEL: CAPE SYSTEMS 5 1 9760 20ft•0in 17ft-4in 15fl-3m 5 1 9760 151-1in 13ft-0m 11ft-5m LONGITUDINAL WALL 6 11713 240-4in 21rt-2in 18fl-8m 6 11713 18fl-6in 16ft-Om loft-fin SITE LOCATION: — 1 2869 4fl•5in 3ft-8in 3fl-tin 1 2869 3fl-0in 21.5in tft-11in COUNTY: — 2 5738 10ft-11in 911-4in I 811-2in 2 5738 811-Oin 611-10m 511-11in 2x6 SPF No.2 3 8606 1711-4in 150-0in 13ft-2in 2x6 SPFNo.2 3 8606 131-1in 11ft-3in 9ft-10in ZIP CODE: - a 11475 2311•10m 20ft-9n 181-3in 4 11475 1 fart-tn T_j_B 13ft-9m SEISMIC CATEGORY: 5 14344 301-3in 26ft•5in 231-4in 5 14344 23fl•1m Oft.1m 11_9in — 6 1 17213 1 361-9in 32ft-tm 2BI-5in 6 17213 1 2811-1 n I 24fl-bin I 2111-8in SNOW LOAD (Pg): — psf LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM TRANSVERSE WALL WIND SPEED (V3S): — mph SHED DORMER CAPE SIDE WALL COLUMNS(30 PSF GROUND SNOW LOAD) SHED DORMER CAPE SIDE WALL COLUMNS(60 PSF GROUND SNOW LOAD) PENN FOR TRANSVERSE WALLS WITH 4.5"BEAM WIDTH FOR TRANSVERSE WALLS WITH 4.5"BEAM WIDTH SIDE WALL O COLUMN SIZE NO.OF COLUMN SIZE NO COLUMN AND SPECIES MEMBERS AND SPECIES MEMBERS T YON CAPACITY l7 MODULE 14'MODULE 16'MODULE CAPACITY 12'MODULE 14'MODULE 16'MODULE _ _ _ _ _ L 1 0 NIA N/A NIA 1 0 NIA N/A N/A BEAM HOMES CORPORATION 2x4 SPF No.2 2 0 NIA NIA NIA 2x4 SPF No.2 2 0 NIA N/A NIA , Imo +l`�'' YS 1• 5' 6a PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 3 5856 11fl-2in 9ft-7in 81-4in 3 5856 8ft-3in 71-Oin 6fl-tin (570)374-4004 1(800)788-4754 DRAWING mtF: 1 0 NIA NIA NIA 1 0 NIA NIA N/A � p R %u 05 2x6 SPF No.2 2 0 NIA NIA NIA r�! � �R �� W� .U� 2x6 SPFNo.2 2 O NIA NIA NIA TRANSVERS WALL ' `3 10519 211-8in 181-10in 161-7in 3 10519 161-5in 14fl-2m 12fl-5in NS 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 BFAM g`�a�r> c� z't: 7> 4 yu. �r DaAwN 11r. MJB �� 2�2�D5 SHEET: 1 Q r+:a:zrv.mar_aarw�rc+a:-sw�usaa;rresa:a^ CHECKED 81•: SGAEE: S 1 V TUTS ' ra 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 CAPACITY 12'MODULE 14'MODULE 16'MODULE 12'MODULE 14'MODULE 16'MODULE AND SPECIES MEMBERS I.2x6No.2SPF 9t-5in 9ft-5in_ 9t-5m 1 1913 12@-b n 12ft-bin 12ft-b n 2 3825 27 ft-Din 27 ft-0 in 27 ft-0 in 2-2x6 No.2 SPF 12 t-2 in 12 @-2 m 12 ft-2 m 2x6 STUD SPF 3 5738 41 ft•6 in 41 ft-6 in 41 ft-6 in 3-2x6 No.2 SPF 17 A.I in 13 k-I in 13 ft-1 in 4 7650 56It-D in 56 ft-D in 56 ft-D in 1-2x6No.3SPF 0t-Ii 7k-t i 7 ft-1m 5 9563 70ft-bin 70ft-bin 70ft-bin 2.2x6No.3SPF 10t-1m 10k-tin lot-tin 3.2x6N0.3SPF 12t-4in 121-4in 121-4in 1 1913 72 it-bin 12 ft-bin 12ft-6n t-2x6 STUD SPF 7t-3in 7k-3in 7 ft-3in 2 3825 27@-0in 27t-0in 27R-0in 2-2x6 STUD SPF 10t-3in 1011-3in 10ft•3in 2x6 SPF No.2 3 5738 41It-6in 41ft•61n 41 ft-6in 2z STD SPF -7 m 3 6 U S 12t•7in 12@-7in 12t — 4 7650 56ft-—0. 56ft-0 in 56 8-O in Notes: 5 9563 70 ft-6 in 70 R-6 in 70 ft-6 in DATE DESCRIPTION BY 1.)See Individual calculations foraddilional notes and fastening. LONGITUDINAL REFERS TU A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM 2.)Based on V-11"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 12'MODULE 14'MODULE 16'MODULE COLUMN SIZE NO.AND SPECIES MEMBE EOF RS CAPACITY 12'MODULE 14'MODULE 16'MODULE 1-2x6No.2SPF 7t-1m 71-1in 711-1in __ 1 1913 9ft-1in 9ft-tin 91-1in 2.2x6No.2SPF 10t-0in 104-0in 101-0m 2 3825 20 ft-tin 20 ft-tin 20 ft-tin 3-2x6 No.2 SPF 11 t-6 in 11 t-6 in 11 fl-6 in _ 2x6 STUD SPF 3 5738 31 t-3 in 31 ft-3 in 31 t-3 in -- 1.2z6No.3SPF 5t-4in 51-4in 5t-4in 4 7650 42t-5in 42 ft-sin 420-5in 2.2x6No.3SPF 71-7in 71-7in 7t-7in 5 1 9563 53t-6in 531-6in 531-6in 3-2x6No.3SPF 9t-3in 9 ft-3in 9 ft-3in 1-2x6 STUD SPF St-S n 5t-S n 5R-5in 1 1973 9fl-t n 9ft-tu 9ft-t n 2-2x6 STUD SPF 7t-8in 7ft-8in 7k-8in 2 3825 31 31 t-tin ft-2m 11-tin 2z6 SPF No.2 3 5738 t-3in ft-3m 3111-3in 3-2x6 STUD SPF 911-5in 9 ft-sin 9 It-5in 4 7650 4211-5in 42 ft-sin 42ft-5in 5 9563 531-6in 53 ft-bin 53 ft-bin -- Notes: 1.)See individual calculations for additional notes and fastening. LONGITUDINAL REFERS TO A WALL RUNNING PARALLEL TO THE SPAN OF THE BEAM 2.)Based on W-0"high walls. GATE PRODUCTION BY BUILDER: PENN LYON HOMES 70 .} JOB NAME: F C MODEL: CAPE SYSTEMS 4 - ��'•`� _ •� _ _ uiJ SITE LOCATION: COUNTY: - 4,,;:._=.:1ryF :ft ZIP CODE: - - =% SEISMIC CATEGORY:SNOWLOAD - AD P - sf WIND SPEED (Vas): — mph f _ I.OPENN LYON HOMES CORPORATION V— V1' �. r7 PO BOX 27, AIRPORT RD, SEUNSCI . PA 17870 (570)374-4004 1(800)786-4754 1 45 LU05 DSAwNCTme • � SHED DORMER END +,�'� 1NA L HEADERS do (ALUMNS DRAWN BY: MJB DATE 2 2 OS SHEET: �� sr✓=e-arxvavT s�:.u:-cr:.crsas+:�:;nmrmaua. _ CHECKED BY: SCALE: SZO- TUTS 7- PROJECT NO. SERIAL NO. SHED DORMER CAPE SIDEWALL STUDS(30 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 8'-0" 9'-0" 101-0" V-01 W-0" 101.0" MODULE ROOF PITCH ROOF PITCH ROOF PITCH MODULE ROOF PITCH ROOF PITCH ROOF PITCH WIDTH COLUMN SIZE AND 3112 1 5112 1112 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 12112 _ (FEET) SPECIES SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACIN SPACING SPACING SPACING SPACIN SPACIN SPECIES (FEE) SPACING SPACING SPACING SPACING SPACING.SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING 12 2z6 Skid Spruce Pine FIT. 24 n do 24 n ok 24 n olc 24 n olc 24 n olc 24 n olc 24 n do 24 n ok 24 n do 24 n ok 24 n do 24 n olc 24 n ofc 24 n o/c 24 n olc 12 2x6 Skid Spruce Pine Fv. 24 n do 24 n ofc 24 n do 24 in ok 24 n ofd 24 n do 24 n olc 24 n ok 24 in olc 24 n ok 24 n ok 24 n do 24 n ofc 24 n ok 24 n olc 2x4Skid Spruce PneFi 16nolc 16no/c 16nolc 16no1c 16nolc 12no1c 12hdc 1 12nok 1 12no/c 12nok 8n0lc 8nolc 8no1c; 8ndc 8ndc 2x4Skid Spruce PneFir 12ndc 12-in c 12no/c 12indc 12no1c 1 12nok 12no/c 12nok 12no1c 12no/c 8no/c 8ndc 8no/c 8ndc 6no1c 14 1 2x6 Slid Spruce Pine Fa. 24 in old 24 in o/c 24 in ok 24 in ok 24 in olc 24 in ok 24 in oft 24 In ofc 24 in o/c 24 in 01c 24 in o/c 24 in o/c 24 in ofc 24 in o/c 24 in o/c 14 2x6 Skid Spruce Pine Fir. 24 In olc 24 in do 24 in olc 24 in olc 24 n o/c 24 n do 24 in olc 24 in olc 24 in olc 24 In o/c 24 in olc 24 in olc 24 in do 24 in olc 24 in o!c 2x4Stid Spruce PneFu. 16noft 16indc 16nok 16nok 16nok 12ndc 12nok 12nok 12nolc 12nolc 8inolc 8no/c 8nolc 8inolc g 2x4SLdSpruceFineFir. 12no/c 12nolc 12ndc 12nok 12nolc 8nolc 8nok 8nolc 8nok 8ndc 8nok 8ndc 8nok 8nok 8nolc16 2x6 Skid Spruce Pne Fir. 24 n olc 24 in o/c 24 n olc 24 n ok 24 in o/c 24 n do 24 in olc 24 n do 24 n do 24 n olc 24 n olc 24 n o/c 24 in olc 24 n o/c 16 2x6 Skid Spruce Rne Fu. 24 n do 24ndo 24 n do 24 nah 24 n olc 24 n ok 24 n do 24 n ok 24 n olc 24 n do 16 n ok 16 n olc 16 n do16 n olc 16 n o/c 2x4SkidSprucePneF'v. 12nolc 12no/c 12nolc 12nolc 12nolc 12nok 12nok 12ndc 12nolc 12nok 8nolc 8inok 8nolc 8nok 2x4SWdSprucePneFr. 12ndc 12nok 12ndc 12nolc 12no/c 8no/c 8ndc 8nok 8nolc 8ndc 8nolc 8nolc 8nolc 8inolc 8nolc " 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 WIND) I- 12 - STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT STUD HEIGHT Ili 9'4" 10'-0" V-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 121l2 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 WIDTH COLUd1NSIZEAND 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 3112 5112 7112 9112 12112 (FIE SPECIES SPACINGSPACINGSPACING SPACING SPACINGSPACINGSPACINGSPACING SPACING SPACIN SPACING SPACING SPACINGSPACING SPACINGSPECIES (FEET) SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACIN SPACIN SPACING SPACING SPACING SPACING SPACING 2x6 Skid Spruce Pine Fu. 24 n do 24 n do 24 n do 24 n ok 24 n ok 24 n ok 24 n ok 24 n do 24 in olc 24 n olc 16 n olc 16 n olc 16 n do 16 n ok 16 n olc 12 2x6 Slid Spruce Pne Fir. 24 n do 24 n olc 24 n do 24 in o/c 24 in ok 24 in do 24 in ok 24 in o/c 24 in o/c 24 in okrin 16 n ok 16 n do 16 n ok 16 n do2x4SkidSprucePineFv. 12nolc 12ndc 12ndc 12nok 12nok 8ndc 8ndc .8ndc 8ndc 6indc 2x4SkidS ucePneFir. 12nolc 12nok 12ndc 12ndc 12nok 8ndc 8nok 8nok 8nok 8ndc 14 2x6 SUd S nice Rne Fu. 24 n ok 24 n do 24 n do 24 n ok 24 n ofc 24 n do 24 n ok 24 n do 24 n olc 24 n olc 16 n o!c 16 n olc 16 n do16 in olc 16 n olc 14 2x6 Skid Sp uce Pne Fir. 16 n do 16 n do i6 n olc 16 n ok 16 n do 16 n do 16 n do 16 n o/c 16 n olc 16 n do i6 n ok 16 n olc 16 n do 16 n do 2K4SkidS cePineFir. 12nok 12nok 12ndc 12ndc 12nok 8ndc 8ndc 8' ok 8ndc 8ndc 2x4SUdSprucePneFu. 8nok 8ndc 8ndc 8ndc 8nolc 8ndc 8ndc 8ndc 8inolc 8ndc 16 Zx6SlidSprucePneFir. 16ndc 16nok 16ndc 16nolc 16nolc 16nok 16nolc 16nok 16nolc 16ndc 16nolc 16nok 16ndc 16nolc 16ino/c 16 2z6SkidSprucePneFu. 16ndc 16ndc 16nolc 16no1c 16nok i6ndc 16nok 16nolc 16ndc 16nelc 16nok 16ndc 16nok 16ndc 2x4SUdSprucePneFir. 12nolc 12nok 12nok 12nalc 12nolc 8nok 8ndc 8ndo 8nolc 8indo - - 2x4SkidSprucePneFir. 8nak 8ndc 8nak 8ndc 8nolc 8nok 8ndc 8ndc 8ndc 8ndo - - DATE PRODUCTION BY BUILDER: PENN LYON HOMES yLlTllrr i JOB NAME: — G ORION y 1�' `1 : " MODEL: CAPE SYSTEMS �`, SITE LOCATION: — 1 COUNTY: — :•,: =J ZIP CODE: — ��' SEISMIC CATEGORY: SNOW LOAD (Pg): — psf WIND SPEED (V3S): — mph OPENN LYON HOMES CORPORATION AID ky•.,��o I Ek 'a0yE PO BOX 27, AIRPORT RD. SELINSGROVE, PA 17870 (570)374-4OD4 1(800)788-4754 DRAWING Tlil-E r":1'k 0 G 5 6$ SHED DORMER SIDE WALL STUDS DRAwH er: MJB DATE 2/2/05 SHEET: S21. - CHECKED BY: SCI4.E: NTS PROJECT N0. SERIAL N0. 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 1112 12112 MODULE RAFTER SIZE,SPECIES 3112 6112 7112 9112 12112 WIDTH AND SPACING Lk Lk 4 Lt Lk WIDTH AND SPACING Lt 4 Lk L� Li La tlIN. MAX. La YIN. MAX_ La YIN. MAX. La YIN. MAX. La YIN. MAX. La YIN. MAX La ON. YN(. La MIN. MAX La MIN. MAX La YIN. MAX. 8 2x6 SPF NO.2 24ina/c 7ft-9n 41-On 7Q-9n 7ft-5in 4ft-0in 7fl-sin 6ft-it in 4ft-0in 6fl-11in 6fl-5n 3fl-11in 6fl-5in 51-8in 3ft-bin '5ft-8in 2z6SPFNO.2@24inolc 44-10in 72-On 4ft-gin ;I-Oin 49-6in Eft-it in 4ft-3in 61-5in 31-10n 5t•8n 2x6 SPF NO.2 24na/c 61-0in 9ft-6in 50 loin 9fl-3in 51-7n 8ft-8n 5A-3in 8ft-0in 40-7in Ift-in 8 2x6SPFN02 16ndc 7A-9i1 qA-loin 7A-9in 7ft-5in 4ft-9in 7ft-5in 61-11n 4A-On 61-11in 6A-5in 3A-11n 6fl•5in 57-8in 3A-8n 51-Bin ' 10 2z6SPFN0.2 t6nac 9ft-Bin 6ft-On 9fl-8in 9A-3in 5fl-On 9fl-3in 8Q-8in 4ft-Iin BA-8in 8fl-On 4fl-loin 8ft-On 7A-tin 4H-7in 7fl-tin 2x8SPFNO2@24indc 4ft-10n 7fl-9in 4Q-9in 7A-5in 4A-Oin 6ft-11in 3A-11n 6ft-5in 3A-8in 5A-8in 2x8 SPF NO.2 24ina/c 61-On 9fl-8in 5ft-On 9ft-3in 4ft-II in 8fl-8in 4fl-i0in 8ft-0in 4ft-7in 7fl-1n 2x6 SPF NO.2@24indc N/A NIA N/A NIA 61-lon 7A-Oin 6ft-5n 7ft-On 5A-Bin 71.On 2x6 SPF N0.2 24nac 81-5in 9A-6in 8ft-3in go- In1fl-11n 9fl-6in 70-5in 9ft-6in 64-7in 8fl-6in 2x6 SPF N0.2@16indc 61-7in 84-7in fit-5in Bt-7in 6fl-10in 82-7in 5A-loin Bit-Din 5ft-Bin 7ft•tn 12 2x6 SPF NO2 16ina/c 111-8n 81-5in 11fl-2in III-In 80-3in 1111-1in 10fl-4n 70 11in 10ft-4in 90.7n 7fl-5in 9fl-7in 81-6in 51-Ion 8fl-6n 10 2xBSPFNo2@24indc 91-8n 51-8n 81-11n 9fl-3n 51-7n 8ft-ttin 88.8n 6ft-10n 8ft-8in Bit-0 in 5ft-2n 81.Dn 71-1n 5fl-8n 71-1n 2x8Sj221 zdnac 8t-5in 11A-8in 8fl-3in 11A-tin 7fl-11in loft-4in 7ft-5in 9fl-7in 5fl-6n 8fl-6in 2z8 SPF N0.2@t6indc 51-8in 9fl-8in _50-7in . 92-3in 6ft-_loin BA-8in 4ft-loin 8ft-Oin 5t-Bin 7A-1n 2z10SPFN0.2 24nac 5fl-Bin 9A-8in 5B-7n 9A-3n 61-loin Bit- 4fl-loin Bfl-On 5A-8n 7ft-1in DESCRIPTION 2x6S 16ina/c 91-loin It1-2in 98•Bn Ilk-2in 9fl-4in 111-2in 8A-9n 111-2in 7fl-9n 9fl-11in @ DATE BY 2x8W@24mdc 8ft-to in 12fl-tin 8fl.8n 121-1in 81-4n 129-tin 7fl-loin 11A-2in 6fl-10in 9fl-11in 2x6SPFNO.2@t6indc NIA NIA NIA NIA N/A NIA 7A-ttn 8ft-7in 7ft-On 81-6in 1-0139-7in 12A-11n 12fl-tn itfl-2in -- 9fl-tin 2x8S Wna/c 81-loin 13fl-7in - 8ft-Bn 12ft11in 7fl-2in 12 1tin 6fl-9m 11A-2in 6fl-5n 9fl-11in 2x8SPFNO.2@24indc NIA NIA 8ft-On 8fl-11n 7A-Bn 81-11in 7ft--2n 8fl-11in 6ft-4in 81-6nIdOS 24inolc 81-loin 13A-7in 8fl 8in 12ft-It in 6fl-11in 12ft-1in 6ft-9n 111-2in 6fl-5in 9fl.11in Ali SPFNO.2@I6uiac 7A-2n 10A-Itn 71- in 10A-11in 6A-9n 101-4n 71-2n 91-7n 5ft-7n 81-6n12 111-8in 11it-1n lol-4in - - 9fl-7in 8ft-6in2x6S 16ndcN/A NIA NIA NIA NIA NIA 10fl-10n 1111-2in 91-7in 112-2n 2z10SPFN0.2@24nac 61-7n 10A-10in 7fl-1n 1ofl-10in 6A-4in loft-4in 7ft-2in 9ft-7in 5A-7in BA-fin2xBS 24indc11fl-3in 121 tin 11ft-0in 12ft-1n to11-7in 12ft-1n 10fl-Oin 121-1in 81-10n 11ft-4in Z00SPFN02@16na/c 61.7n 1111-8in 7fl-1n 11ft-1n 5A-11n 101-4n 7fl-2n 91.7n 5t-6n 8ft-6n2x8S 16nalc lot-In 1411-8in 9ft-11in 14it-9in 9fl-6in 13fl-loin 10A-On 12fl-loin 71-10n 111-4in 2x12SPFNO.2@24inolc 61-7in 11fl-Bin 7A-1n lift-1n 5it-11in 10A-4n 7fl-2n 91-7n 5A-6in 8A-6n16151-6in 140-9in 13fl-lin 121-loin Itft-4in 2x10S2 24inolc14fl-9in 9fl-ilin 14fl-9in 9ft-6in 13fl-loin 10fl-on 12A-10in 7A--4in 111-4n 2x8SPFNO.2@24indc N/A NIA NIA NIA NIA NIA NIA NIA 8ft-3n 8ft-11nN10S2@16na/c loH-1n 15Q-6n 9A-11n 14it-9in 9A-6in 13ft-loin 10ft0n 190-10in 7ft-4in ttt-4n 2xBSPFNO.2@16na/c 9t-7in loft-11in 9A-5n 10ft-ttn9A-tin 10A-11n 8A-6in t0A-Itn 7t-6in 9A-11nId2S2 24na/c 10it-tin 15fl-6in 9fl-ttin 14A-9in 9A-6in 13fl-loin loft-Oin 12ft-loin 7fl-4in Ill-4in 2x10SPFN0.2@24inolc 8/-9in t0B-loin 8ft-7in 10fl-ton 8fl-3in loft-loin 7A-11n 100-10in 72-3in 9fl-11in 14 - 130-7in 12A-11n - 121-1n itft-2in 9Q•11n NOTES: 2x10 SPF N0.2@16na/c 81-9in 131-4in 8fl-7in 12ft-ttn 8A-3in 12fl-tin 7fl-11n ill-2in 62-5in 9ft-11n 1.Lit=HORIZONTAL LENGTH OF RAFTER(PROJECTION) 2x12 SPF NO2@24nac 81-9n 121-7in Bfl-7n 121-7n 8fl-3n 12A-1in 7A-11n 111-2n 61-5n 911-11in 2.Lx=LOCATION OFKNEEWALLFROM SIDEWALL 202 SPF NO2@16na/c 8t-9in 13fl-7n 8it-7in 12ft-lln 8A-3n 121-1in 70-11n 111-2n 611-5in 911•11n N10SPFN0.2@24nac NIA N/A NIA NIA N/A N/A NIA NIA 811-10n 10fl-10n Z00SPFNO.2@16nolc tot-On 130-4in 9fl-loin 13A-4in 9fl-5n 13ft-4in 82-ton 121-I0n 71-11n 1111-4n 16 NQSPFN0.2@24nolc 751-6in 9A-8in 121-7in i4A-9in 9A-7n 12t-7in 13fl•10n 91-4n 12ft-7in 12ft•tOn 8A-11in 121-7in ,1ft-4in 8fl-2n llt-4n N12SPFN02@t6nac 91-Bin 1511-5in 8fl-2in 14H-9in aft-Din 131-ton I 711-9n 12A•10in 71-4n lift-4n NOTES: 1.La=HORIZONTAL LENGTH OF RAFTER(PROJECTION) 2.LK=LOCATION OF KNEEWALL FROM SIDEWALL I t r D T e` CEILING JOISTS(30 PSF GROUND SNOW LOAD) CEIUNG JOISTS(60 PSF GROUND SNOW LOAD) rs` �P ', t �.1 PITCH MODULE PITCH MODULE CEILING JOISTS 3112 5112 7112 9112 12112 WIDTH CEILING JOISTS K41-7in 5112 7112 9112 12/12 WIDTH Lxnm Lamm Lamm Lm Lamm 4mm Lt=m L�„m Ltmm �'_�I "1 _- DATE PRODUCTION BY 8 2x10 SPF NO2@24 in o/c 4fl-On 40 Oin 41-0in 3fl-11n 31-8in 2xl0 SPF NO2@24 in a/c U-1 4fl-7n 4fl-7in 4ft-7n10 2x10 SPF NO.2@24indc 5A-1m 5fl-3in 5ft-6in 5fl-Bin 5A-Bin 8 2x,O SPF NO.2@16 in o/c 41-On 3ft-11n 3fl-8in2x10 SPF NO.2@24 in o/c 8ft-2in 81.5in 8A-9in 8ft-loin NIA 2x12 SPF NO2@24inae 4fl-On 39-11n 31-Bin2x 10SPFN0.2@t6nac 6A-On 6A-tin 6A-7in 6fl-8in 6A-8in ZdO SPF NO.2@24 in ac NIA NIA N/A 2x10SPFNO.2 16ina/c 6A-On 6A-2in 6A-On 12 2x12 SPF N0.2@24indc 6ft-8in 6fl-8in 7A-3in 7fl-5n 7ft-5in @ _- - S;c`" `•,`r; 2x12 SPF N0.2@16 in olc 6fl-Oin 61.On 5fl-111n 5fl-,Din 5ft-6in 10 2x12 SPF N0.2@241no1c 6Q-4in 6A-6in 6ft--7in sa-6inBUILDER: PENN LYON HOMES Zx12 SPF N0.2 t6indc SQ-On 4Q-11n 4A-10 in511-tin2xl 2 SYP NO.2 DENSE@24n o/c 6ft-0in 6A-0in 5A-II in 5fl-10n 5ft-6in @ 2x10 SPF NO2@24indc 10A 9in N/A NIA N/A NIA 2x12SYP NO.2 DENSE@ 24 in o/c Q-tn 5fl-3in 5fl-3m 411-7in 2x10 SPF N0.2@16ina/c 8A-11in 9A-7in 9fl-loin 9fl-11n 90-10in 2x10SPFNO.2@24indc 9ft-loin NIA NIA NIA N/A - JOB NAME: Zx10 SPF N0.2 16 In a/c 8Q-7n 81 BA-11n NIA NIA - 1 14 2x12SPFN0.2@24inolc 9ft-6in loft-2in loft-4in loft-Sin NIA_ @ �- �-=� F.-; MODEL: 2x12 SPF NO.2@16na/c 7A"Oin 7A-6in 8A-On 8A-0in 7fl.11 in 12 2x12 SPF NO.2@24 in ac 9A-On NIA NIA NIA NIA 1 .; - CAPE SYSTEMS 2x12SYPNO.2DENSE@24no/c 7A-Oin 811-7in 89-11 in 911-Oin 811-11 in 2x12SPF NO.2@16indc 711-Sn 70-76 70-Sn 74-3n 70-8in "._. 2x12SYPN0 @.2 DENSE 16no/c 70-11 in 7fl.Oin 61-tl in 6fl-9in 60-5in 2x12 SYP NO2 DENSE @24inolc 8A-0in 8A-2n BA-4n BA-4n 8A-3in -' ;.;=; _ SITE LOCATION: - in 6A-tin 6A-tin {�tti`e' 2x10 SPF N0.2@16ndc 17fl-9in NIA NIA NIA NIA bd 2 SYP NO.2 DENSE @ 16 in Ole 6ft-On 6fl-O 5ft-11n 16 2x12SPF NO.2@16ino/c --- loft-Bin 11ft-Din I lift-2in NIA NIA ZO2 SPF NO.2@161n a/c loft.Iin- 102-5in 10Q-7n 101-7in N/A ': r%;� =_ 't= •',•-'."�`>" �' COUNTY: - 2x12 SYP N0.2 DENSE @24 indc 1011-11n 1111-8in 7111-11 in NIA NIA 14 2x12 SYP N0.2 DENSE @24indc 108-7in NIA NIA NIA NIA Bfl-On11NO 9ft-2n9 -2in 9fl-1 in ZO 2 SYP NO.2 DENSE@16 in k 8ft-100 92-1 -in 9A•4n 9ft-3n 9fl-1 in N0.2 DENSE@16in a/c -sir-�'14_�a„l,.•,._,. ° ZIP CODE: - 2x12 SYP NO.2 DENSE @12 in 7ft-On 7ft-2in 7A-4in 7fl-4in 7fl-2in - , - 16 2id2 SYP NO.2 DENSE @16nolc 111-7in lift-+ln tie-+n l2Q-+m NIA - SEISMIC CATEGORY: - 2x12 SYP NO.2 DENSE @12ndc 91-ttn 109.5in l0A- n 10Q-7in 10fl-4in EMWINIriffl-RUMWALL. 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 24"olc 16"olc 24"olc 16"elc 24"ole 16"o1e 24"ok 16'ok RAFTER MAX.SPAN REACTION YAX.SPAN REACTION RAFTER MAX.SPAN I REACTION MAX.SPAN REACTION RAFTER MAX-SPAN REACTION MAX-SPAN REACTION RAFTER MAX.SPAN I REACTION MAX.SPAN REACTION (OLY 2x6SPFNO.2 91-7n 397bs 110.2in 311bs NGSPFNO.2 9ft-7n 994bs IIft•8n 611bs 2x6SPFNO.2 7ft-in 538bs 81-8in 439bs 2x6SPFNO.2 7ft-tin 538bs 81-8in 439bsON 2x8SPFNO.2 120-1n 503bs 1411-9in 410bs 2x8SPFNO.2 121-1in 1258bs 141.10in 1027bs 98-SPFN0.2 SA-11b 2x8 681bs lot-11n 556bs SPFNO.2 8ft-11n 681bs 101-IIn 556bs 200 SPF NO.2 140-9n 615bs 180-1in 502bs 2xi0 SPF NO.2 140-9in 1537bs 180-1in 1255bs 2x10SPFNO.2 101.11in 8321bs 131-4in 679Ibs 2x10 SPF NO.2 10ft-11in 832bs 13fl•4in 679bs 2x12SPFN0.2 170-1in 713bs 211-0in 582bs 2x12 SPF N0.2 178-1in 1782bs 21fl-0in 1455bs 2x12SPFN0.2 12t-8in 965bs 15ft-6in 788bs 2x12SPFN0.2 121.8a1 965bs 15fl-6in 788bs HOMES CORPORATION NOTES: NOTES: p0 BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 9.)OVERALL HORIZONTAL RAFTER LENGTH IS TWO TIMES THE 1.)OVERALL HORIZONTAL RAFTER HG S'• !,Ise» MAXIMUM SPAN INDICATED ABOVE. MAXIMUM SPAN INDICATED ABOVE. 6 2.)REACTIONS SHOWN AREINTERIOR REACTIONS OFA TWO SPAN 2.)REACTiONSSHOWNAREINTERI REACTIONS OFA TWO SPAN DRAWIB:TIR1: CONTINUOUS BEAN. CONTINUOUS BEAM. APR 1 6' 2005 RAFIFR rneLEs �' o,�• 1� DRAWN BY: DATE SHEEP. ;� MJB 2,2,D5 S23 `b •aEcxm er: cl`11 F: . q r smavmn�vuaE,rs;,„�an:�--- �.a,�:es�.a Aa-r i i PROJECT NO. SERIAL N0. FACTORY SUPPLIED CONTINUOUS RIDGE VENT INSTALLED ON-SITE BY OTHERS FACTORY SUPPLIED CONTINUOUS RIDGE VENT FASTEN 2X3 STRINGER TO 2X4 INSTALLED ON-SITE BY OTHERS STRINGER WITH(3) 16d NAILS 2X3 STRINGER PER TRUSS SPACING 2X4 STRINGER (ON-SITE BY OTHERS) MANUFACTURED HINGED WOOD TRUSSES TO BE SPACED 2X BLOCK APPROPRIATELY FOR SNOW LOAD OF SITE LOCATION& INSTALLED PER MANUFACTURER'S DESIGN DRAWINGS. 2X2 LEDGER 3(MIN) 12 12(MAX)F_ TOE NAIL KNEE WALL BOTTOM 2X4 HINGED KNEE WALL PLATE TO BOTTOM CHORD WITH 1X3 LATERAL BRACING (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) OP-110NAL 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 2X3 STRINGER PER TRUSS SPACING 2X4 STRINGER (ON-SITE BY OTHERS) MANUFACTURED 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 1X3 LATERAL BRACING TOE NAIL KNEE WALL BOTTOM PLATE TO BOTTOM CHORD WITH (1) 16d NAIL FROM EACH SIDE DATE PRODUCTION BY (ON-SITE BY OTHERS) (8'-0•MIN, 15'-8•MAX) (8'-0•MIN. 15'-B•MAX) BUILDER: PENN LYON HOMES TYPICAL TRUSS TOP FLIP — JOB NAME: 16'-1•(MIN)/31'-5-(MAX) MODEL: CAPE SYSTEMS TYPICAL 2—BOX CATHEDRAL TRUSS SITE LOCATION: — qtl�l'tf1•+jLTr9j��en.� COUNTY: — e. =,:i`;::-�`.~_,_`_'....'`;.fit;. '• — FACTORY SUPPLIED CONTINUOUS RIDGE VENT ZIP CODE: FACTORY SUPPLIED CONTINUOUS RIDGE INSTALLED ON-SITE BY OTHERS VENT INSTALLED ON-SITE BY OTHERS FASTEN 2X4 STRINGER TO 2X6 STRINGER 2X4 STRINGER _~ ' SEISMIC CATEGORY: — FASTEN COLLAR TIE TO RAFTER WITH 3-16d NAILS WITH (3) 16d NAILS PER RAFTER 2X6 STRINGER 3 SNOW LOAD P — sf (16.OC RAFTERS)OR 5-16d NAILS(24'OC RAFTERS) SPACING(ON-SITE BY OTHERS = i ,; ( 9)" p 3 (MIN)('�12 FASTEN 2X4 STRINGER TO 2X6 STRINGER WIND SPEED (V3s): — mph 12 (MAX)I 2X SPF 2 COLLAR TIE® EACH RAFTER WITH(3) 16d NAILS PER RAFTER V . TOE NAIL PLATES TO RAFTERS SPACING(ON-SITE BY OTHERS) WITH (1)16d NAIL FROM EACH 2X2 LEDGER SIDE ON-SITE BY OTHERS STORAGE ' PENN �. s. OLYON FIELD APPLIED 4X8 DECKING WITH tOd NAILS ®}_OC� 20 SPF#2 KNEEWAIl HOMES COT:tPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 2XIO/2X12 SPF g2 0 24.OC (MAX - SEE TABLE) 2X10/2X12 SPF 02®24.OC (MAX - SEE TABLE) fai;) �iJ1J�1 (570)374-4004 1(800)788-4754 G _\(8'-0 MIN, 15'-8'MAX) (8'-0 MIN, 15'-B MAX) DRAWING TITLE: TYPICAL RAFTER TOP FLIP NOTE 2—BOX ROOF SYSTEMS ADDITIONAL TRUSSESLY EDP. ' 16'-1•(MIN)/31'-5•(MAX) - - I - A COPY OF THE f ATTACHED WITH EACH SUBMISSION. DRAWN BY: MJ9 DATE: 2/2/05 SHEET: TYPICAL 2—BOX RAFTER CHLCKLD BY: scuE: S22 NTs PROJECT NO. SERIAL N0. ip-6 1/2' , RIDG BFAM - 2%6 SPF#2 OUTRIGGERS 16•/24-OC(TYP) k2X6IA BOARD STUD GRADE GABLE INSTALL A GALVANIZED STRAP ON DATE WALL BELOW GABLE EACH OVERHANG BLOCK,TO TIE DESCRIPTION BY OVERHANG ONTO THE GABLE END WALL 2X2 LEDGER FOR BLE SOFFlT BLOCK TO ATTACH TO 1•-0•(MAX) 6 1/2' STANDARD GABLE OVERHANG OPTIONAL RETURN GABLE OVERHANG DATE PRODUCTION BY B'-0• 4-0•(MAX) - CONTINUOUS RIDGE \;•' ] I ; BEAM 12'-0•(MIN) A BUILDER: PENN LYON HOMES RIDGE BEAN is/�4• JOB NAME: — CONTINUOUS FLIP HEADER s• i BEAM 12'-0-(MIN) lyF 3: _ -- MODEL: CAPE SYSTEMS ��l,.Sl69.rlFi'YfSe�t,,,t SITE LOCATION: 2xs SPF @z sIMPSON A23 12 z� _ . �4 l Er OUTRIGGERS® CONNECTOR OR 3 (MIN) COUNTY: 16•/24.OC(iYP) _ EQUAL TYPICAL - EACH SIDE OF 12 (MAX) ZIP CODE: OUTRIGGER SIMPSON A23 CONNECTOR OR ` EQUAL TYPICAL — +. SEISMIC CATEGORY:EACH SIDE OF DOUBLE tRuss ournlGCER SNOW LOAD (Pg): — psf OR RAFTER STUD GRADE GABLE WIND SPEED (V3s): - mph WALL BELOW - PENN OLYON- 5-0' HOMES CORPORATION T PO BOX42, AI PORT RD, SEUNSGR(0) 4 PA 17870 PROW GABLE OVERHANG ELEVATION PROW RAFTER SECTION DRAWING DTIE OPTIONAL PROW GABLE OVERHANG ua 8 20015 OVERHANG DETAILS .oV] j=*' 'r'�✓�-, DRAWN BY: DAZE: / SHEEP: ° ffi' MJB 2 2, OS 524. CHECKED BY: 5CALE NTS ___fPROJECT N0. SERIAL N0. 5/8' GYP. o CAPE AREA nd.FLOOR o'o / o VARIES DATE --DESCRIPTION BY VARIES _. _ 3/4" OSB 3/4' OSB FLOOR JOIST -- HANDRAIL SUPPLIED FLOOR JOIST NDRAIL SUPPLIED & INSTALLED ON-SITE —— —— — & INSTALLED ON-SITE — — - BY OTHERS 2X6 CEILING JOIST BY OTHERS 2X6 CEILING JOIST 5/8'GYP. 8 G 5 8 GYP. C 0 0 � O J ,•�j O o 1st FLOD I st FLOOR - W W rO b tD t0 N N I 36' (MIN) DRAIL SUPPLIED 36' (MIN) ANDRAIL 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 N N _ W ` = C O O O Cl _ BUILDER: PENN LYON HOMES z � z r • — JOB NAME: "i BASEMENT STAIRS BASEMEN cOi BASEMENT STARS AB SEMENi MODEL: CAPE SYSTEMS M SUPPLIED & INSTALLED i "' SUPPLIED & INSTALLED ^ — ON-SITE BY OTHERS ON-SITE BY OTHERS m SITE LOCATION: COUNTY: - ZIP CODE: - 36` (MIN) 36- (MIN) SEISMIC CATEGORY: — SNOW LOAD (Pg): - psf a, = �; 'u=' TO WIND SPEED (V3s): - mph L TYPICAL STAIRS TYPICAL WEDGE MODULE STAIRS PENN MAXIMUM RISER HEIGHT = 8 1/4' MAXIMUM RISER HEIGHT = 8 1/4' MINIMUM T DEPTH 1 9' MINIMUM TREAD DEPTH = 9' "'` J LYON MAXIMUM NOSING = 1 /4` MAXIMUM NOSING = 1 1/4' 1 NOTES:) BASEMENT STAIR DETAILS SHOWN ARE TYPICAL FOR STANDARD PLANS. M11 ;Y 8 Y HOMES CORPORATION 2) STAIRS DESIGNED WITH 8 Y" MAX RISE AND 9' MIN TREADS. (SUSSEX COUNTY, DE: 8' MAX RISE, 9" MIN TREAD, ; '} T lam, PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 1' NOSING) OPTIONAL STAIR GEOMETRY OF 7 Y4" MAX RISE AND 10- MIN TREADS MAY BE REQUIRED PER LOCAL = - (570)374-4004 1(800)788-4754 AMENDMENTS. PLH WILL ADJUST ACCORDINGLY. ALL STAIR OPENINGS AND HEADERS ARE BASED ON A HEIGHT OF 7'-9 X" FROM THE FINISHED BASEMENT FLOOR TO UNDERSIDE OF FIRST STORY FLOOR JOISTS. - I( Y f1 O t DRAWING TITLE, LOCATION, RISE, RUN AND OPENINGS FOR STAIRS MAY VARY AS PLAN DESIGN VARIES. STAIR DETAILS FOR y J'r A U J INDIVIDUAL PLANS WILL BE AVAILABLE UPON REQUEST. ' TYPICAL STAIR DETAILS 4) OTHERS ARE RESPONSIBLE TO SUPPLY AND INSTALL ALL BASEMENT STAIRS AND STAIR RAIUNGS. " pp F CORP. ORAwN BY: MJB DATE: 2/2/05 SHEET: CHECKED BY: �E: N S39. TS . r ____][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 PATE�� DESCRIPTION BY SOFFIT _ IN EACH TRUSS ---- __-- FLOOR JOISTS -- SHEATHING 1 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 EXT/INT WALL INTERSECTION CONSTRUCTION SCHEMATIC ON SITE ROOF ERECTION -- DOUBLE INT. NON BEARING PARTITION 1X1 NAILER STANDARD 16 d TOE NAILED T4 0 1�e1 JOISTS 16" O.C. ETAL JOIST HANGERS SECTION VIEW BOX, DATE PRODUCTION BY �K METAL 1X2 NAILER JOIST DOUBLE SPF 2 FRAMING INT. NON BEARING �W MFG. METAL w PARTITION � HANGER LHANGERSX �DOUBLE SPF #2 METAL JOISTL III BO — END OF HOUSE � BUILDER: PENN LYON HOMES FRAMING HANGERS J JOB NAME: — SPLIT STAIR STANDARD STAIR STANDARD STAIR 16 d TOE—NAILED STANDARD GABLE MATING BEAM 24" D.C. III� MODEL: CAPE SYSTEMS (CASE 1) (CASE 2) 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 Ski 1:�t� o i�.p:•�r.�-� 1 9 FIELD NOTES P�`E� '- r WIND SPEED (V3s): • - mph 1) SEE ROLL-ON & CRANE ON INSTRUCTION TO SET HOME. 7) COMPLETE PEAK GABLE SOFFIT. x�ia°°s1PS''1+F+�.,,° 1=r ;•i '� = $ 2) BOLT CENTER GIRDER & SECURE COLUMNS. 8) ADJUST EXT. DOORS AND SILLS FOR PROPER FIT. 3) SECURE HOUSE TO SILL & INSTALL LAST ROW OF SIDING. 9) COMPLETE ROOF SHINGLES AND CAP. ems. ��•:- :,;;;_� �"�: PENN 4) COMPLETE END SIDING APPLICATION. 10) ADJUST ALL DOORS FOR PROPER FIT. 5) SECURE HINGED OVERHANG (SEE CROSS SECTION) 11) COMPLETE INTERIOR MOULDING. t;; ;; ' :.:.,'' OLYON 6) STRAP ROOF 12) COMPLETE PLUMBING, ELECT., HEATING & RETEST ALL SYSTEMS. e OVED HOMES CORPORATION APPR PO BOX 27,AIRPORT RD, SEIJNSGROVIE PA 17870 (570)374-4004 1(800)788-4754 APR1 8 2O05 DRAWING TITLE: y U FlEW SHEET PFS CORP. BRAWN BY: miB CUE: 2/2/05 SHEET: CHECKED BY: SCALE: NTS S40 PROJECT NO. SERIAL N0. FASTENING SCHEDULE BUILDING ELEMENT TYPE OF FASTENING QUANTITY AND LOCATION BUILDING ELEMENT TYPE OF FASTENING QUANTITY AND LOCATION FLOOR EXTERIOR AND INTERIOR WALLS: (RESIDENTIAL ONLY) NAIL 3 1 4 X .131 4" O.C. SOLE PLATE TO STUDS NAIL 3 1 4 X .131 2 DIRECT LEDGER STRIP TO INNER / " / " BAND JOIST JOIST TO INNER BAND JOIST NAIL 3 1/4" X .131" 3 DIRECT ( EACH JOIST ) TOP PLATE TO STUDS NAIL 3 1/4" X .131 2 DIRECT GLUE EXCEEDS AFG-01 90% ON STUDS AND PLATES DATE DESCRIPTION 8r 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" Q.C. TO FRAMING DIRECT FIELD 1 1/2" 11 GA RING SHANK 4" O.C. DIRECT, EDGES -- — NAILS W/ 7/16" HEADS 7" O.C., FIELD DOUBLE JOIST ( HEADER ) NAIL 3 1/4" X .131" 3 DIRECT ( EACH JOIST ) 1/2" DRYWALL TO FRAMING 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 a"1/2"0,C. EDGES AND O.0 FIELD 7/16" FIBERBOARD 1" W/ 1 1/4" CROWN 3" O.C. DIRECT, EDGES TO FLOOR JOISTS 7d RING SHANK 6"O.C. EDGES AND 12" D.C. TO EXT. WALL GALV. STAPLES FIELDTHERMOPLY 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 " — -- HEADERS NAIL 3 1/4" X .131 16" O.C. STAGGERED 2 DIRECT 1 7/8"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 AND 8" O.C. EDGES DATE PRODUCTION BY "RESIDENTIAL" WINDOW 3 1/8" FINISH NAIL 16" O.C. DIRECT r 3/8" PLY. & 7/16" OSB 7/16"X 11/2" 16 GA GALV. STAPLE 3" O.C. EDGE 8" O.C. FIELD TO EXT. WALL ppcR �,. .,1.,,!?''ICE'?0 ALUM. OR VINYL HORIZ. SIDING 1 7/8" ALUM. COIL NAIL 16" O.C. DIRECT FAC 1 O FELT TO SHEATHING 1/2- X 5/16- 20 GA GALV. STAPLE 24" O.C. DIRECT " X l" BUILDER: PENN LYON HOMES 019 ALUM.OR .010 STAPLE 7/16" X 1" 8" O.C. DIRECT VERT.EDGE ��'•� SHINGLES TO SHEATHING 1" X 1 1/4" 16 GA STAPLE 6— EACH SHINGLE STEEL VERT. SIDING SCREW #8 X 1" 24" O.C. DIRECT EA. STUD J JOB NAME: EXT. WALL TO FLOOR NAIL 3 1/4" X .131 12" O.C. DIRECT "MODEL: CAPE SYSTEMS 1 1/4" X .120 DIA NAIL 6— EACH SHINGLE SITE LOCATION: — W .385 DIA HEAD NON—BEARING INT. NAIL 3 1/4" X .131 16" O.C. DIRECT DRIP EDGE TO SHEATHING 7/16" X 1 1/2" 16" O.C. DIRECT WALL TO FLOOR COUNTY: — 16 GA GALV. STAPLE EXT. WALL TO EXT. WALL NAIL 3 1/4" X .131 10" O.C. DIRECT SY ; ZIP CODE: — TRUSSES TO EXT. WALL NAIL 3 1/4" X .131 3 TOE—NAIL _ r} SEISMIC CATEGORY: — INT. WALL TO EXT. WALL NAIL 3 1/4" X .131 10" O.C. DIRECT SNOW LOAD (Pg): — psf CEILING BAND JOIST NAIL 3 1/4" X .131 - TOE—NAILED 16" O.C. TO PERIMETER WALLS INT. WALL TO INT. WALL NAIL 3 1/4" X .131 24" O.C. DIRECT WIND SPEED (V3s): — mph 30 GA GALVANIZED METAL ROOF 7/16" X 1" 19 GA GALV.STAPLE 8" O.C. NONBEARING ONLY TO PERIMETER BAND SINGLE TOP PLATE 3" X 6" X 0.036 PLATE 3— 8d NAILS EACH SIDE OLYON PENN METAL 'J" RAIL TO PERIMETER BAND #8 X 1" HEX HEAD GALV.SCREW 8" O.C. SINGLE TOP PLATE AND 2 X 14" WOOD BLOCK EACH JOINT 7/16" X 3" X 14GA OR 10d CEILING JOIST TO PERIMETER BANG 3-0.131" DIA. X 3 1/4" ALL BOTTOM PLATES NAILS EA.SD.OF SPLICE NAILS JOIST END 4 e ' ' HOMES CORPORATION 1) POWER DRIVEN FASTENERS SHOWN IN THIS SCHEDULE PROVIDE EQUIVALENT STRUCTURAL PROP TIES TO 5 BOX 27, AIRPORT RD, SELINSGR(80OVE PA 17870 ( 70)374-4004 1800)788-4754 FASTENERS SPECIFIED IN THE IRC FASTENING SCHEDULES. ANY CONNECTIONS NOT SPECIFICAL ` PR �r�s MENTIONED IN THIS SCHEDULE SHALL COMPLY WITH IRC FASTENING OR SHOW COMPLIANCE WIT r'' `' tLJ(!� DRAWING nru: ACCEPTABLE NDS OR IRC DESIGN CRITERIA. SUCH FASTENING SHALL BE SPECIFIED ON THE AP 20 FASTENING SCHEDl1lE SECTIONS AND / OR DETAILS WITH SUPPORTING CALCULATIONS PROVIDED IN THE CALCULATIONS" MA A `s � owaww BY MJB DaTE: 2/2/U5 SHEEP: 1 CHECKED Sf: SCkE: NT$ PROJECT NO. SERIAL NO. DATE DESCRIPTION BY kV SIMPSON H8 w/ (10) 6 X 6 X 26 GA ISM) tOd x 1 Xt" NAILS PLATE (HINGING MECHANISM) �pP cNp�p SOdSLEADLD/SPIKE ® �OQ CNp(lp (3)IMO TRUSS TOP CHOFJ RD 10d NAILS THROUGH EACG tpP cNpRp �VSS EACH TRUSS. TRUSSES SHALL ZRUSS TRUSS B (BY OTHERS) tRV� TRUSS OTTOM 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 WIDE PLYWOOD (OR EQUAL) COMPRESSION STRIP (OR EQUAL) COO MPRESSION STRIP 5/8'THK X 2"WIDE PLYWOOD TOE-NAIL(1) 16d NAIL FROM (OR EQUAL) COMPRESSION STRIP 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 ® CANTILEVER AREAS. BUILDER: PENN LYON HOMES GUSSET INTO)TOP CHORDLS THROFaUWCE' INTERIINSULAOR FACE OF LOWER FLOOR EXTERIOR WALL F % a (L EXTEND 2' BEYOND f '' f 4�GUSSET IW & SIDE (BY OTHERR-30 FG INSULATION ® CANTILEVER AREAS. JOB NAME:DIA BOLT WITH NUTS INSULATION SHALL EXTEND 2' BEYOND MODEL: CAPE SYSTEMS ASHERS (TIGHTENED IN INTERIOR FACE OF LOWER FLOOR EXTERIOR WALL I p'SBY OTHERS) "ST �1; ;€. ;;;,; SITE LOCATION: 2'-D- (MAXIMUM) ' '`'''� COUNTY:LYWOOD GUSSET EA SIDE 2'-0' (MAX) SIMPSON H2.5 w/ (10) 8d NAILS ZIP CODE: — ® EACH JOIST (BY OTHERS) GUSSET FASTENED TO CEILING JOIST INSULATE CEILING PERIMETER WITH =.� SEISMIC CATEGORY:WITH (10) 8d NAILS PER GUSSET SIMPSON AIL w/ (10) . Sd NAILS ® EACH R-19 FIBERGLASS TO FULL DEPTH. SNOW LOAD NY — psf JOIST(BY OTHERS) INSULATION SHALL EXTEND 24' f 1 BEYOND THE INTERIOR WIND SPEED (V3s): — mph GUSSET CONNECTION DETAIL FLOOR CANTILEVER DETAIL FACE of THE EXTERIOR WALL ti FLOOR CANTILEVER DETAIL pENN LYON *y+'ta31s.J1�r"l�'-.3trwY-aif'E.N1eV�sLn3�ez"Jafp,.'XL^ s HOMES CORPORATION d PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 I (570)374-4004 1(800)788-4754 i 8 2005 DRAWING nn E } ORP YSCMAINEOUS FASTENING DRAWN BY: MJB DATE. 2/2/05 sHEE1: CHECKED BY: SCALE. NTS S42. PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR SIDEWALLS (TRUSS - 90 MPH WIND) - ROOF SYSTEM AND WALL STUDS BOTH AT 16" O.C: OR BOTH AT 24" O.C. GATE DESCRIPTION BY TRUSSES @ 24" O.C. 4\* TRUSSES @ 16" O.C. �o STUDS @ STUDS @ _ SIMPSON CS22 24" O.C. 16" O.C. SIMPSON CS22 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 p SITE LOCATION: — SIMPSON CS22 OAR 6A�0 SIMPSON CS22 �OpR COUNTY: — OR SIMPSON LSTA12 FL OR SIMPSON LSTA12 F ZIP CODE:OR USP RS300 OR USP RS300 OR USP LSTA12 OR USP LSTA12 SEISMIC CATEGORY: — w/(10)1 Od (0.148"0) NAILS w/(10)10d (0.148"0) NAILS '; ? SNOW LOAD (Pg): — psf • (5) EACH END (5) EACH END ` `5 @ 48" O.C. MAX @ 48" O.C. MAX '"- ' 4 WIND SPEED (V3s): — mph APPROVED PENN 116a_4:4PINiStIT,, ' OLYON APR 1 8 2005 HOMES CORPORATION l � P. PO BOX 27,AIRPORT RD, SEUNSGROVE, PA 17870 t — 4 57 0 374-4004 1 800 788 475 's . - J ILL'.6SCI:yvLt�T.t9-S.m4i1'Nlm![IbY9�IDCY.- OXSI f NOTE: AN EQUAL OR BETTER CONNECTOR 0R M""G TQ1 - MAY BE SUBSTITUTED FOR ANY OF 90 MPH WIND CONNECTIONS _ - H _ CONNECTORS OWN. - THE CONNEC 0 .. DRAWN DY: MJB DAIS 2/2/D5 SHEET: of• � n/ CHECKED BY: SCAIE: NTS W PROJECT NO. SERIAL N0. 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 "�1* RAFTERS @ 16 O.C. RAFTERS @ 24" O.C. � t 6„ 6„ �ItJ SIMPSON CS22 BALD SIMPSON CS22 G I� DP�JD OR USP RS300 I� OR USP RS300 VEIL w/(10)10d (0.148"0) NAILS STUDS @ w/(10)1Od (0.148"0) NAILS STUDS @ (5) EACH END 24" O.C. (5) EACH END ,6 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 AND SIMPSON CS22 BALD COUNTY: — OR SIMPSON LSTA12 ODR 6 OR SIIMPSOS LSTA12 �DD�R ZIP CODE: — OR U R LISP RS300 F� 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 J NA!l s r'0 TO SNOW LOAD (Pg): — psf @ 48" O.C. MAX @ 48" O.C. MAX riC'•.'; Lt_` .. %DR—TIO'*� '� � �' . WIND SPEED (V3s): — mph > A PR x PENN 2005 OLYON CO AP. PFS HOMES CORPORATION PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 _ { (570)374-4004 1(800)788-4754 NOTE: DRAWING TITLE: AN EQUAL OR BETTER CONNECTOR 90 IriPH WIND CONNECTIONS MAY BE SUBSTITUTED FOR ANY OF r' THE CONNECTORS SHOWN. DRAWN m: WEI DATE' 2/2/05 SHEET: W1. _��. `'(l'i.''-�.L• vF�- CHECKED BY: SCALE: NTS PROJECT NO. SERIAL NO. 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. E •- 6° MIN 6p MIN _ SIMPSON CS22 0 BA�O SIMPSON CS22 �� 6AND OR USP RS300 GEI� OR USP RS300 CEILI w/(10)10d (0.148",b) NAILS STUDS @ w/(10)10d (0.148"0) NAILS STUDS @ — -- (5) EACH END 24" O.C. ( ) EACH EN D 16" O.C. —-- ® 48" O.C. MAX T PRODUCTION BY @ 48" O.C. MAX DATE o BUILDER: PENN LYON HOMES JOB NAME: — MODEL: CAPE SYSTEMS SIMPSON CS22 �p SIMPSON CS22 SITE LOCATION: — OR SIMPSON LSTA12 BP OR SIMPSON LSTA12 BA COUNTY: — 0 R 0 R 0 OR USP RS300 I,� OR USP RS300 I, — f ZIP CODE: f Z 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 T: SNOW LOAD (Pg): — psf @ 48" O.C. MAX @ 48" O.C. MAX ;� t, - WIND SPEED (V3s): — mph +' NJ :r FA' . -. �._ PENN APPIRx1 a.� Y � 'g r� (�(� (OLYON AI fl 1 1Y' t.0 V HOMES CORPORATION PO BOX 27. AIRPORT RD, SELINSGROVE, PA 17870 t (570)374-4004 1(800)788-4754 acsvv:+tcet:nnra.zaa:cs y-- `.cw..w NOTE: _ --- ':'"1 AN EQUAL OR BETTER CONNECTOR aravn+c nnE: MAY BE SUBSTITUTED FOR ANY OF 90 MFH WIND OONNECTIONS <' THE CONNECTORS SHOWN. -- r oruvN BY:-r MJ8 DATE: 2�2�05 SHEET: < W3- CHECKED BY: 1S : NTS PROJECT N0, SERIAL NO. 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 6„ MIN STUDS @ STUDS @ SIMPSON CS22 24" O.C. SIMPSON CS22 16" O.C. OR USP RS300 OR USP RS300 w/(10)1 Od (0.148'0) NAILS w/(10)1 Od (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 R BALD SIMPSON CS22 OR �NO COUNTY:SITE CATION: _ OR SIMPSON LSTA12 FL00 OR SIMPSON LSTA12 FLO OR USP RS300 OR USP RS300 ZIP CODE: — OR USP LSTA12 OR USP LSTA12 SEISMIC CATEGORY: — w/(10)10d (0.148"0) NAILS w/(10)10d (0.148"0) NAILS Tr)(5) EACH END (5) EACH END SNOW LOAD (Pg): — psf @ 48" O.C. MAX @ 48" O.C. MAX R> ,,. . WIND SPEED (Vss): — mph A ,yx 'R E � PENN S•' % , + A. �.:Y� �.,'�52 PR �� (OLYON ',=, a , HOMES CORPORATION a� S �e1 O R PO BOX 27, AIRPORT RD, SELJNSGROVE, PA 17870 :. (570)374-4004 1(B00)788-4754 T.: _ AN EQUAL OR BETTER CONNECTOR DRAWING mLE ` =` MAY BE SUBSTITUTED FOR ANY OF 90 MPH WIND CONNECTIONS THE CONNECTORS SHOWN. - DRAWN BY: MJB DATE' SHEET: - •:.:;,,,.;, CHECKED BY: SCALE: W4 NTS PROJECT NO. SERIAL NO. CONNECTIONS FOR VAULTED RAFTER ROOF SYSTEM -- ALLOWABLE UPLIFT FOR RIDGE BEAM AND VAULT BEAM CONNECTIONS SIMPSON CS22wl(14)10d NAILS SIMPSON CS18 w/(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 ft 282 plf 423 plf 563 plf 457 pif 685 pff 913 plf _ 14 ft 241 plf 362 plf 429 plf 391 plf 587 pif 783 pH DATE DESCRIPTION BY - - -_ 16 It 211 pH 317 plf 423 plf 343 pff 514 pff 685 pif -1.8 ft 188 If-_ - -282 plf- _376 plf _ -- 304 pff- -_ 457.pif_ - .609 pff.- rp 20 ft 169 pff 254 pif 338 plf 274 pff 41 l pff 548 pif By 221 154 plf 230 pff 307 plf 249 pff 374 plf 498 pff RIp�E 24 ft 141 p6 211 pff 282 pff 228 pff 343 plf 457 pff 26 ft 130 pif 195 pif 260 plf 211 pff 316 plf 422 plf -- 26 ft 121 pff 181 pH 241 pff 196 plf 294 pif 391 pif 304 113 pif 169 pff 225 pH 183 pB 274 plf 365 pff 320 106 pif 158 pff 211 plf 171 pff 257 pif 343 pff 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"O -- ALLOWABLE LOAD FOR RAFTER TO THRUST BEAM CONNECTIONS — SEE TABLE FOR SIMPSON A23 SIMPSON HGA10 TYPE OF STRAP RAFTER SPACING wl(8)10d x 1 1/2"NAILS wl(4)SDS 1/4"x 1 1/2"AND(4)SDS 1/4'x 3" AND QUANTITY ,l OR USP A3 OR USP HGA10 BEAN' wl(8)10d x 1 1/2'NAILS wl 4 SDS 1/4'x 1 1/2"AND 4 SDS 1/4"x 3" DATE _ PRODUCTION BY 16"O.C. 365 pff 653 plf VAULT 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: MODEL: CAPE SYSTEMS THRUST BEAM TO WALL CONNECTIONS SITE LOCATION: - SUPPORT STUDS �10 FASTENER ALLOWABLE LOAD _ �, PER FASTENER) COUNTY: SEE TABLE FOR TYPE �EIU�G 0.148'x 5'NAILS 160 LBS ZIP CODE:o.2 — OF CONNECTION 5°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 THRUST BEAM WIND SPEED (V3s): — mph F r PENN ENo w SpC Ec4s:::= . : _ ,. _. _ (OLYON HOMES CO RATION (2) EXTRA TOP PLATES REQUIRED r 3 PO BOX 27,AIRPORTTRRD, SELINSGROVE. PA 17870 SEE TABLE FOR TYPE AND _ _ _ (570)374-4004 1(800)788-4754 0.148"0 x 5" NAILS QUANTITY OF FASTENER DRAWING TITLE: :t l'ti r h 00 90 MPH WIND CONNECT W OR 0.25"o x 6" SDS WOOD SCREWS ` DRAWN BY DATE: SHEET: 8 d MJB 2/2/05 s_ W 10 CHECKED 8Y: SCAT£: NTS a PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR MARRIAGE WALLS (RAFTER - 90 MPH WIND) MARRIAGE WALL STUDS AT 16" O.C. DATE DESCRIPTION BY SIMPSON CS22 BA�O OR SIMPSON OR USP LSTA12 RS300 OEILING STUDS OR USP LSTA12 O.C. w/(10)10d (0.148"0) NAILS 16" O.C. (5) EACH END ® 48" O.C. MAX DATE PRODUCTION BY BUILDER: PENN LYON HOMES SIMPSON CS22 > ,1p—j '�_'"L. -f ' JOB NAME: OR SIMPSON LSTA12 T!{ OR USP RS300 0R MODEL: CAPE SYSTEMS OR USP LSTA12 F�0 'r SITE LOCATION: w/(10)10d (0.148"0) NAILS COUNTY: — (5) EACH END ZIP CODE: SS�4sa°i,ry k'A�A� 48" O.C. MAX r. SEISMIC CATEGORY: — _f, SNOW LOAD (Pg): — psf r WIND SPEED (V3s): — mph =.r PEI�TI�T (OLYON NOTE: HOME5 CORPORATION E ' 4 PO BOX 27, AIRPORT RD, SEUNSGROVE, PA 17870 MAY BE SU si Y (570)374-4004 1(800)788-4754 AN EQUAL `b THE CONN TORS SHOWN. DRAWNG ME: APR 1 8 2005 90 MPH WIND OONNECTIONS DRAWN BY: MJB BALE: 2�2�D5 SHE g�uV FS CORP. ET: [S G 6 Pm CHECKED BY: SCALE W 6 NTS 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 BptJQ OR SIMPSON LSTA12 GE�L�NG -- OR USP RS300 STUDS @ OR USP LSTA12 16" O.C. w/(10)10d (0.148"0) NAILS (5) EACH END @ 48" O.C. MAX DATE PRODUCTION BY i BUILDER: PENN LYON HOMES qq _>.,,( •�:;, 1, m,, JOB NAME: — SIMPSON CS22 OAND (=rh MODEL: CAPE SYSTEMS OR SIMPSON LSTA12 F�QQR ,;, SITE LOCATION: — OR USP RS300 " ' y COUNTY: OR USP LSTA12 ZIP CODE: — w/(10)10d (0.148"0) NAILS SEISMIC CATEGORY: — (5) EACH END SNOW LOAD (Pg): — psf @ 48" O.C. MAX l — f WIND SPEED (V3S): — mph F PENN LYON HOMES CORPORATION NOTE: j § PO BOX 27. AIRPORT RD. SEUNSGROVE, PA 17870 �'�` y r s (570)374-4004 1(800)788-4754 AN EQUA (3 ETEt 4 , E _ MAY BE SUBSTITUTED FOR ANY OF oaAvnNc TmE: THE CON JECTORSHPW8. 2005 90 MPH WIND CONNECTIONS g nu WN BY: DATE: F SHEET: CORP.S nP. 2 OS WE3 // �� - s•ae�xeay .av->, DaN.�,•:snccsc;n CHECKED BY: SCALE: ' NTS I l PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR OPENINGS IN SIDEWALLS AND MARRIAGE WALLS (90 MPH WIND) I DATE DESCRIPTION BY SIMPSON CS22 OR SIMPSON LSTA12 OR USP RS300 _OR USP LSTA12 �P ,rr CE��ING w/(10)10d (0.148"0) NAIL' ` (5) EACH END ® 48" O.C. MAX 'i ApER OCR t'oj%¢f[9SB9!!!I. C SEE TABLE FOR TYPE SEE TABLE FOR TYPE 3 OF STRAP AND QUANTITY OF STRAP AND QUANTITY NUMBER OF JACK NUMBER OF JACK DATE PRODUCTION BY 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 MAX NO.OF STRAPS JOB NAME:OR USP RS300 AT EACH END CONNECTION OPENING MODEL: CAPE SYSTEMS OR USP LSTA12 OF OPENING -- w/(10)10d (0.148"0) NAILS SIMPSON CS22(22 GA)Wl(10)10d NAILS SITE LOCATION: — (5) EACH END 8 ft-0 in 1 OR SIMPSON LSTA12(20 GA)W/(10)10d NAILS — @ 5) O.C. MAX OR USP RS300(22 GA)W/(10)10d NAILS COUNTY:OR USP LSTA12 20 GA W/ 10 10d NAILS ZIP CODE: — 6P�p nA�IO SIMPSON CS22(22 GA)W/(10)10d NAILS SEISMIC CATEGORY: ��OpR rLoop D�' 18 ft-0 in p OR SIMPSON LSTA12(20 GA)W!(10)10d NAILS OR USP RS300(22 GA)W/(10)1Od NAILS SNOW LOAD (P9): — psf OR USP LSTA12 20 GA W/ 10 1Od NAILS WIND SPEED (V3s): — mph SIMPSON CS22(22 GA)W/(10)1 Od NAILS SIDEWALL OR SIMPSON LSTA12(20 GA)WI(10)10d NAILS PENN MARRIAGE WALL 28 ft-0 in 3 OR USP RS300(22 GA)W/(10)10d NAILS OR USP LSTA12 20 GA WI 10 10d NAILS I)LYONSIMPSON CS22(22 GA)W/(10)10d NAILS 37 It-0 in 4 OR SIMPSON LSTA12(20 GA)Wl(10)10d NAILS OR USP RS300(22 GA)WI(10)10d NAILS HOMES CORPORATION OR USP LSTA12 20 GA WI 10 10d NAILS PO BOX 27,AIRPORT RD, SELINSGROVE, PA 17870 SIMPSON CS22(22 GA)W/(10)10d NAILS (570)374-4004 1(800)788-4754 NOTE: OR SIMPSON LSTA12(20 GA)Wl(10)10d NAILS 47 ft-0 in 5 DRAWING TIRE: AN EQUAL OR BETTER CONNECTOR OR LIS"630042 GA)WUMt�,Gd,�N s MAY BE SUBSTITUTED FOR ANY OF OR u L +` ; wr: d ILs 90 MPH WIND CONNECTIONS THE CONNECTORS SHOWN. NOTE: DRAWN er: MJB oaTE: 2�2/O5 SHEET: 1. NAILS: 10d=0.148"0 W8 . T:.S��: I � I � CHECKED BY: SCALE: lUJ .� NTS �aJ- § u _ $rssr c,:�-wa.•a�vxvrrcv �gate.•s:'..mu:�.o.�.�.,_...� 4 SIMPSON CS22 PROJECT NO. SERIAL NO. OR USP RS300 w/(10)10d (0.148"0) NAILS (5) EACH END 12 3 (MIN) f 12 (MAX) I ;r •'i% i DESCRIPTION BY CONNECTION PROVIDED AS PER TRUSS -- MANUFACTURER'S SPECIFICATIONS J 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)BdX1112'NAILS wl(14)10dz1112'NAILS OR SIMPSON LSTA12 w/(10)10d (0.148"0) NAILS RAFTER SPACING OR USPRT7A OR USPMTW12 OR USP RS300 (5) EACH END SIMPSON CS22 wl(10)Ildz11/2'NAILS wl1410dz1112'NAILS OR USP LSTA12 OR SIMPSON LSTA12 OR USP RS300 16'O.C. 360pff 645pff w/(10)10d (0.148"0) NAILS (5) EACH END OR USP LSTA12 24'O.C. 240pff 430 i SIMPSON CS22 w/(10)10d (0.148"0) NAILS NOTE: - (5) EACH END 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE 3 (MIN) 12 OR SIMPSON LSTA12 FOR WIND LOADING OR USP RS300 DATE PRODUCTION BY 12 (MAX) 2. NAILS: 8d=0.131"0, l Od=0.148"0 OR USP LSTA12 EE TABLE FOR w/(10)10d (0.148"0) NAILS SEE TABLE FO CON C ON (5) EACH END ONN CTION BUILDER: PENN LYON HOMES JOB NAME: — MODEL: CAPE SYSTEMS ALLOWABLE UPLIFT FOR PORCH TRUSS TO WALL CONNECTIONS SITE LOCATION: — TYPICAL RAFTER t6d SIMPSON LUS24 SIMPSON LUS26 COUNTY: — TRUSSSPACING (0.13Y z 3112') wl(6)10d NAILS wl(8)10d NAILS ZIP CODE: — SIMPSON CS22 TOE-NAIL OR USPJUS24 OR USPJUS26 SEISMIC CATEGORY: — OR SIMPSON LSTA12 6 8 10 wl 6)10d NAILS wl 8 10d NAILS SNOW LOAD (Pg): — psf OR USP RS300 16'O.C. 324 pff 432 pff 540 pff 349 pff 7010 OR USP LSTA12 24'O.C. 216pl 288pff 360pff 233 ff 468pff WIND SPEED (V3s): — mph w/(10)10d (0.148"�) NAILS (OLYON PENN (5) EACH END ALLOWABLE UPLIFT FOR PORCH TRUSS TO HEADER CONNECTIONS 4 16d SIMPSON H2.5A SIMPSON MTS12 i TRUSS SPACING (0.135'z 3112') wl(10)8d a 1112'NAILS wl(14)10d z 1112'NAILS TOE-NAIL OR USP RT7A OR USP MTW12 H0WS CORPORATION NOTE: PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 4 6 8 wl(10)8d X 1 tl2'NAILS wl 14 tOd><1112'NAILS AN EQUAL OR BETTER CONNECTOR (570)374-4004 1(800)788-4754 MAY BE SUBSTITUTED FOR ANY OF 16'O.C. 69 pff 104 pff 138 pff 360 pff 645 pff SEE TABLE FOR SEE TABLE FOR 24'O.C. E46 pff 69 pff 92 pff 240 pff 430 ff oaAvnNc TITLE: CONNECTION CONNECTION THE CONNECTORS SHOWN. —� .a 90 MPH VA14D CONNEC"T NOTE: + 17 TYPICAL PORCHES 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION; IN f�`"WI�VARDI DRAWN BY: 11dB DATE: 2/2/05 SHEET: 2. NAILS: 8d=0.131"0, 10d=0.148"0 : CAE@ 1 f V APR 1 8 2005 � CHECKED BY SNTs r. IF OR PROJECT NO.. SERIAL NO. UPLIFT CONNECTIONS FOR SIDEWALLS ALLOWABLE UPLIFT FOR SIDEWALL CONNECTIONS 16d SIMPSON LTP4 wl SIMPSON MAS wl SIMPSON MASB wl FASTENER SPACING (0.135'x 3 112') (12)8d x 1 1l2'NAILS (6)10d x 1 112"NAILS (8)10d x 1 112'NAILS TOE-NAIL OR USP MP4F wl OR USP FA3 wl (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 pH 1986 pH 224 pH 8 in ox, 35 pH 893 pH 1490 pH 168 pH � ,.^€^,1`;`•.f lk1: i ;y T0 12 in o.c. 595 pH 993 pH 112 pH 16 in o.c. 446 pH 745 pH 84 pH 24 in o.c. 298 pH 497 pH 56 pH _ 32 in o.c. 223 pH 372 pH 42 pH 3z ti 48ino.c. 149 Pff 248 pff 28 plf NOTE: _ .-- 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING j 1, 2. NAILS: 8d=0.131°0, 10d=0.148"O z - 3. ANY CONNECTOR USED TO RESIST UPLIFT AND SHEAR SIMULTANEOUSLY SHALL MEET THE FOLLOWING: DESIGN UPLIFT DESIGN SHEAR I; 4 ,} Z. ALLOWABLE UPLIFT + ALLOWABLE SHEAR 1"0 <- =a:`j.:'' SEE TABLE FOR TYPE AND SPACING OF FASTENER (SIMPSON LTP4 SHOWN) DATE PRODUCTION 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: — �D. e SEISMIC CATEGORY: — ' SNOW LOAD (Pg): — psf e SI USP FA3S SIMPSON MASB FI�OR �1D .; WIND SPEED (Vas): — mph e�0 FLOOR PENN OLYON INSTALLATION IN CONCRETE INSTALLATION IN CONCRETE BLOCK � I1NA ALTERNATE FASTENER DETAILS NOTE: HOMES CORPORATION FOR CONNECTION I O FOUNDATION A PO BOX 27,AIRPORT RD, SEUNSG1(80 78 17870 �,�;tom.- � AL OR BETTER CONNECTOR (s7o)a7a-aooa 1(800)786-4754 SILL PLATE PR � B . SUBSTITUTED FOR ANY OF DRAWING mLE. THE C NNECTORS SHOWN. 90 MPH WIND CONNECTIONS APR 1. 8 2005 DRAWN Br: MJ9 DATE: 2�2�OS SHEET: q}� R Pe CHECKED BY: SCALE: NTS W 5 g ROOF ^ PROJECT NO. SERIAL NO. CONNECTIONS FOR HIP I\O O rC SYSTE Iyl 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 L 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"O FED TO --- _ _ i v HIP BEAM .:;.. . rE POST CEILING BEAM E FORSTRAPNTITY DATE PRODUCTION BY EAM BUILDER: PENN LYON HOMES AEI TABLE TYPE O NG STRAP MODEL:NAME: CAPE SYSTEMS LI -- @qND AND QUANTITY SITE LOCATION: - 2x SPF#2 HIP COUNTY: - �G 6AtJ� N\e BEAM POST ZIP CODE: - �EILI SEISMIC CATEGORY: SEE TABLE FOR _ .-...� �, ' - TYPE OF STRAP Fni7@r SNOW LOAD (Pg): - psf AND QUANTITY � WIND SPEED (V3s): - mph _f � (OLYON PENN 4 u HOMES CORPORATION PO BOX 27, AIRPORT RD. SELINSGROVE. PA 17870 (570)374-4004 1(800)788-4754 HIP BEAM POST CONNECTION NOTE: DRAWING BTLE: AN EQUAL OR BETTER CONNECTOR 90 MPH WIND CONNEC71ONS MAY BE SUBSTITUTED FOR ANY OF oRAwN DY: MJB DATE: 2/2/OS SHM: THE CONNECTORS SHOWN. W 1 CHECKED BY: SCALE: 11 NTS l Z ` S PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR TRANSVERSE BEAMS �N�N " SV r SVr ERSE E IRS n DATE DESCRIPTION BY I, 0 T3 [(A M i I SEE TABLE FOR TYPE I OF STRAP AND QUANTITY _— SEE TABLE FOR TYPE OF STRAP AND QUANTITY - `- I f i; NUMBER OF SUPPORT ' NUMBER OF JACK i STUDS TO BE NO LESS STUDS TO BE NO LESS THAN THE NUMBER OF DATE PRODUCTION BY THAN THE NUMBER OF t, STRAPS REQUIRED ( _ \ STRAPS REQUIRED ` °' BUILDER: PENN LYON HOMES JOB NAME: — F"`' MODEL: CAPE SYSTEMS �,�ID � SITE LOCATION: — �QOR / ALLOWABLE UPLIFT FOR TRANSVERSE BEAM CONNECTIONS COUNTY: — �IJD ZIP CODE: — R SIMPSON CS22 wl(14)tOd NAILS SIMPSON CS16 wl(20)10d NAILS SIMPSON CS14 wl(34)10d NAILS F�00 TRANSVERSE (9"END LENGTH) (12"END LENGTH) (19"END LENGTH) SEISMIC CATEGORY: — BEAM SPAN 2 STRAPS 3 STRAPS 4 STRAPS 2 STRAPS 3 STRAPS 4 STRAPS 2 STRAPS 3 STRAPS 4 STRAPS SNOW LOAD (Pg): — psf 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 pif 423 pff 563 plf 457 plf 685 plf 913 plf 830 plf 1245 pff 1660 pff 1411 241 pff 362 plf 429 pff 391 plf 587 pff 783 pff 711 plf 1067 pff 1423 plf (OLYON PENN 16 ft 211 plf 317 pH 423 plf 343 plf 514 plf 685 plf 623 plf 934 pff 1245 plf 181 188 plf 282 plf 376 pff 304 pff 457 plf 609 plf 553 plf 830 pff 1107 plf 20 ft 169 pft 254 pff 338 pH 274 plf 411 plf 548 plf 498 pff 747 plf 996 pff 22 ft 154 pH 230 plf 307 plf 249 plf 374 pff 498 plf 453 plf 679 pff 905 pff 24 ft 141 plf 211 plf 282 pH 228 PK 343 pff 457 pff 415 plf 623 plf 830 plf HOMES CORPORATION NOTE: 26 ft 130 pff 195 plf 260 plf 211 pff 316 plf 422 pff 383 pff 575 plf 766 plf PO BOX 27,AIRPORT RD, SELNSGROVE, PA 17870 AN EQUAL OR BETTER CONNECTOR 28 ft 121 plf 181 PH 241 pff 196 pff 294 pff 391 plf 356 pff 534 pff 711 plf (570)374-4004 1(800)788-4754 MAY BE SUBSTITUTED FOR ANY OF 30 ft 113 p6 169 pff 225 pff 183 plf 274 pff 365 pff „., .3 .8.N, „ 6 . ff,., oRnx�"c Tme: THE CONNECTORS SHOWN 321 tos plf 158 pff 211 pff n1 pff 257 pff 343 pff 11 �� =4167 . .F Pff 90 IJPH WIND CONNECTIONS NOTE: 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND A Lqf p G ,, DR N s WB DA1E 2/2/05 sHEET:- 2. NAILS: 10d=0.148"0 ,I ti cc 4o.oio0 Wl2 CHECKED BY: SCRIE: NTS S .R PROJECT NO. SERIAL NO. UPLIFT CONNECTIONS FOR FLOOR GIRDERS foo a ALLOWABLE UPLIFT FOR FLOOR GIRDER CONNECTIONS fL�o9 FI R �I SIMPSON HTSM20 USP RFUS d ROER wl(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 DATE a_ .d DESCRIPTION BY a ; _ SINGLE CONNECTION BACK-TO-BACK SINGLE CONNECTION BACK-TO-BACK a. a APPLICATION APPLICATION APPLICATION APPLICATION ' + 30 ft 68 plf 136 plf 341 pff A SIMPSON HTSM20 36 ft 57 plf 113 plf 284 pIf ON-SITE BY OTHERS 421 49 plf 97 plf 243 plf 48 ft 43 pif 85 pif 213 pff 54 ft 38 pff 76 pif 189 plf 60 ft 34 pff 68 pff 170 pff NOTE: 1. ALLOWABLE LOADS INCLUDE A 60% LOAD DURATION INCREASE FOR WIND LOADING 2. NAILS: 10d=0.148"0 �00R f R G�Rp�R ,d 4 : Yr �= '''., 44.a DATE PRODUCTION BY J CS~?, r": ij d p: BUILDER: PENN LYON HOMES q e SIMPSON HTSM20 ,z;.E':. °>•_ •r:r,,,, JOB NAME: - (BACK-TO-BACK) ` CAPE SYSTEMS 4 % MODEL: ON-SITE BY OTHERS = y " F `"~ - ti :�.` SITE LOCATION: COUNTY: _ J ZIP CODE: - -` SEISMIC CATEGORY: - �fF,, SNOW LOAD (Pg): - psf 4 BALD WIND SPEED (V3s): _ mph Y2 'd - 'tHr:3'd`•4.SrwaaVL.]ik+>'.:�.n'7sa��w5twaasbIIy6�^•. �oOR e =Aa F�ooR ROVED � PENN �R�ER — y °� 2ao� LYON < e • h ad < - "' � 'a HOMES CORPORATION e ' �° d PO BOX 27. AIRPORT RD, SEUNSGROVE, PA 17870 d NOTE: (570)374-4004 1(800)788-4754 AN EQUAL OR BETTER CONNECTOR DRAWING TDiE: USP RFUS MAY BE SUBSTITUTED FOR ANY OF 90 MPH WIND CONNECTIONS (ALWAYS INSTALL IN PAIRS) THE CONNECTORS SHOWN. ON-SITE BY OTHERS DRAWN By. MJB " 2/2/05 %iEE` CNECITD BY: SCALE: W 13 NTS a PROJECT NO. SERAL N0. i� CAPE NET UPLIFT LOADS(90 MPH WIND) III MODULE PITCH WIDTH LOCATION 9112 12112 MARRIAGE MARRIAGE (FEET) SIDEWALL WALL SIDEWALL WALL ROOF TRUSS 4 tl 12 WALL BOTTOM MODULE ROOF TRUSS 24 pB 14 WALL BOTTOM MODULE ROOF TRUSS 42pff 16 IWALL BOTTOM MODULE DATE DESCRIPTION BY II DATE PRODUCTION BY -IN_ BUILDER: PENN LYON HOMES NJ v :P. g. N JOB NAME: — MODEL: CAPE SYSTEMS SITE LOCATION: — COUNTY: — �q�,,,{�;` ZIP CODE: — 'f SEISMIC CATEGORY: SNOW LOAD (Pg): — psf WIND SPEED (V3s): — mph 0 PENN LYON APPROVED HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 y C� ) (570)374-4004 1(800)788-4754 AP R g 8 L(1/�U U 5 DRAWING TITLE _ 90 MPH WIND CONNECTIONS O . DRAWN BY: DALE: SHEET: MJB 2/2/OS ,CHECKED BY: SCALE: NTS W 14 7 '► �,.. PROJECT NO. SERIAL NO. RIDGE BEAM NET UPLIFT LOADS (90 MPH WIND) CANTILEVERED RAFTER KNEEWALL NET UPLIFT REACTIONS(90 MPH WIND SPEED) TRIBUTARY PITCH PITCH 91 12 12112 MODULE 3112 5112 7112 9l12 12112 DATE DESCRIPTION BY - 4'-0" 32pH 32p8 WIDTH KNEEWALL FLIP KNEEWALL FUP RKNEEWALL FLIP KNEEWALL FLIP KNEEWALL FLIP - --- 8'-0" --138 pf 4 po --104 pH.----_6 pff- - 8 l 115PI 12 H 163 l 19 p1 56 pH 56 pf -64 ptl 64 H10'-0" 152 pH 5 H 131 l 8 H 10 H 146 H 16 H 204 l 24 f 12'•0" 188 pH 5 pH 133 pH 10 H 12 pff 141 pff 19 pH 245 pf 28 pf 14'•0" 193 pH 6 pH 149 pl 11 pff 163 pH 15 pH 204 ptl 22 pH 286 pl 34 pf VAULT BEAM NET UPLIFT LOADS (90 MPH WIND) 16'- i 228 pH 8 pl 205 pH 13 pH 184 pH 17 pH 232 tl 26 pH 327 ptl 38 pl TRIBUTARY PITCH NOTE:SEE"CANTILEVERED RAFTER"FOR LIMITATIONS OF KNEEWALL LOCATION. 9112 12112 6'•0" 11 pH 13 pH ._ 7'-6" 14 pH 16 pH 91•0" 17 pH 19 PH 9'•6" 18 pH 20 pH -- -- 107-0" 19 pH 21 pH CANTILEVERED HIP BEAM NET UPLIFT REACTIONS(90 MPH WIND SPEED) MODULE PITCH WIDTH 3112 5112 7112 9112 12112 SIDEWALL POST SIDEWALL POST SIDEWALL POST SIDEWALL POST SIDEWALL POST 8'-0" 1541bs 497 ms 72 ms 341 Ibs 101bs 2821bs -151 Ibs 3551bs -335 ms 5271bs THRUST BEAM HORIZONTAL LOADS(90 MPH Wind Speed) — 101.0" 240 Ibs 7861bs 1171bs 5361bs -1131bs 446 ms -2371bs 5571bs -527 ms 827 Ibs PITCH ELEMENT DISTANCE FROM SIDEWALL TO RIDGE BEAM(FT) DATE PRODUCTION BY 12 14 16 18 20 iT-0" 350 ms 11291bs 1671bs 7681bs 1 •161 ms 641 Ibs -3341bs 795IDS -763 ms 11941bs 9112 ROOF 105 pH 123 pl 141 pH 160 pH 179 pH WALL 64 pH 64 pH 65 pH 65 pH 66 pH L4'-_Ol 474 ms 1535 Ibs 227 ms 1049 Ibs -218 ms 870 Ibs -460 bs 1086 ms -10401bs1626 Ibs 11112 ROOF 141 pH 166 pH 191 pH 217 pH 243 pHWALL 65 f 65 H 66 H 67 H 67 H ES:. 6181bs 2003ms 296ms 13761bs -2831bs „isms 6o3ms 1422ms -1361lbs 21261bs BUILDER: PENN LYON HOMES Tf-f2USTB�MSPANS ARE FOR LATERAL WH•ID LOAD ONLY.THRUST BEAMS AREA SSUMEDTOBE NOTES: Y,,..,rr1=�jP;(, I tiS: ", i;� INCLUDED H AN OVERALL ROOF SYSTEM THAT INCLUDES RAFTERS SUPPORTED VERTICALLY AT THE 1.SEE"CANTILEVERED HIP BEAM'FOR LIMITATIONS ON POST LOCATION.' JOB NAME: — S®ENALL BY S8]BNALL HFAOEtS AND AT THE RIDGEBY STRUCTURAL RIDGE 2.NEGATIVE VALUES INDICATE DOWNWARD REACTION FROM NAND. MODEL: CAPE SYSTEMS SITE LOCATION: — PORCH NET UPLIFT LOAD(90 MPH WIND SPEED) COUNTY: - PORCH M ZIP CODE. 3112 5112 7112 9112 12112 -- WIDTH PORCH HOR. WALL PORCH HDR. WALL PORCH HDR. WALL PORCH HDR. WALL PORCH HOR waLL w �. ` SEISMIC CATEGORY: — 4'•0" 77 pff 54 pH 54 pH 50 pf 37 pH 52 ptl 26 pff 64 PH 2 pH 88 pH ;yu SNOW LOAD (Pg): — psf 6'•o" 101PH 83PH 71pg 75pl 50 PH 76pff 35pff 93pl 5pf 125PH y.. WIND SPEED (V3s): — mph 8'•0" 125 pH 112 pH 88 pH 100 ptl 62 pH 101 pH 45 ptl 122 pH 8 pH 163 pf >>> \;7 ; 10'-0" 150 pH 140pH 1O6 pH 126 pH 75 pH 126 ptl 54 pH 151 pH 11 pH 201 pl " PENN 12'-0" 175 ptl 169 pH 124 pi 151 pH 88 pH 152 pH 63 pHTE 182 ptl 1 14 pH 240 pl I)LYON " ° HOMES CORPORATION r,` ��.pi a i,ggL E PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 a�5 E �E4"�Sa� ., iamb (570)374-4004 1(800)788-4754 5 DRAWING FILE: i�P R ` 8 2005 � 90 MPH WIND CONNECTIONS g - r�kr.3F �r'e�4.W@ ,; DRAWN Bv: MJB OAFS: 2�2�OS SHEET: W15. CHECKED Of: SCALE: i - NTS r PROJECT NO- SERIAL NO. SLIDING CONNECTIONS FOR ENDWALLS AND SIDEWALLS — 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)1Od x 1 112"NAILS TOE-NAIL OR USP MP4F wl OR USP FA3 wl (12)Bd x 1 112"NAILS 6 10d x 1 112"NAILS 3 in o.c. 288 pff 4 in o.c. 216 pff - - - 6 in D.C. 144 plf 1190 pff 1402 pff 1600 pff 8 in o.c. 108 pff 893 pff 1052 pff 1200 pff DATE DESCRIPTION BY 12 in o.c. - - 595 pff 701 pff 800-pff--- 16 in o.c. 446 pff 523 pff 600 pff 24 in o.c. 298 pff 351 plf 400 pff 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 ALLOWABLE UPLIFT ALLOWABLE ALLOWABLE SHEAR 1.0 cE�UNG EANO EI 11w G DATE PRODUCTION BY SEE TABLE FOR TYPE AND SPACING OF FASTENER (SIMPSON LTP4 SHOWN) ON—SITE BY OTHERS BUILDER: PENN LYON HOMES JOB NAME: — MODEL: CAPE SYSTEMS SITE LOCATION: — COUNTY: f IpOR 6AN Loop 6A�o ZIP CODE: — 0 F SEISMIC CATEGORY: — SEE ALTERNATE FASTENER DETAILS END ALL SNOW LOAD (Pg): — psf FOR CONNECTION TO FOUNDATION W E Vd Ali SIDE WIND SPEED (Vas): — mph PENN SIMPSON MAS SIMPSON MASB AP P I�``0',,V .0 OR USP FA3 SILL PLATE (OLYON d HOMES CORPORATION INSTALLATION IN CONCRETE INSTALLATION IN CONCRETE BLOCK z PO BOX 27,AIRPORT RD. SELINSGROVE, PA 17870 jam" f z (570)374-4004 1(800)788-4754 ALTERNATE FASTENER DETAILS Y' �- .� _ °s `` DRAWING TITLE: T^ -, - . FOR C 0 N N ECT I N T FOUNDATION i = ; N°TE so MPH WIND tDNNEC110NS O O AN EQUAL OR BETTER CONNECTOR '�,. _ MAY BE SUBSTITUTED FOR ANY OF DRAWN BY: AWB ppTE 2/2/05 SHEET: THE CONNECTORS SHOWN. CHECKED Rr, oLE ~ + NTS W 16. PROJECT NO. SERIAL NO. CAPE BUILDING SHEARS(90 MPH WIND) MODULE PITCH WIDTH LOCATION(FEET) 9112 12112 12 ENDWALL(WIND IN TRANSVERSE DIRECTION) 303 pH 361 p8 SIDEWALL(NAND IN LONGITUDINAL DIRECTION) 186 pN 216 9 14 ENDWALL(WIND IN TRANSVERSE DIRECTION) 284 pM 346 plf SIDEWALL(WIND IN LONGITUDINAL DIRECTION) 199 pN 237 p8 16 ENDWALL(WIND IN TRANSVERSE DIRECTION) 271 pff 336 pH SIDEWALL WIND IN LONGITUDINAL DIRECTION 212 H 258 Pff 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 WDTH. DATE DESCRIPTION BY 3.SIDEWALL SHEARS ARE DISTRIBUTED OVER A LENGTH EQUAL TO THE MODULE - WIDTH.CEILING DIAPHRAGM INTERCONNECTION ALONG MARRIAGE WALL BY OTHERS. — DATE PRODUCTION BY ' BUILDER: PENN LYON HOMES oi JOB NAME: a — .v. MODEL: CAPE SYSTEMS SITE LOCATION: — a so19Bd,'r.. t•ititl.. E _ .,,. L. •, ,, � COUNTY: — ,: ZIP CODE: SEISMIC CATEGORY: — =, SNOW LOAD (Pg): — psf = : ~ , WIND SPEED (VA: — mph s PENN (OLYON R P' w� ED HOMES CORPORATION PO BOX 27, AIRPORT RD, SELINSGROVE, PA 17870 (570)374-4004 1(800)788-4754 ?- 8 2005 - - DRAWING 7RLE: PoPS3 CORD 90 MPH WIND CONNECTIONS DRAWN ar: MJB DATE: 2/2/05 SREE7: 17 CHECKED HY: SCALE: NTS 1 / PROJECT NO. SERIAL NO. SHEATHING DETAIL_ .3 ' _ c DATE DESCRIPTION BY 7/16" AGENCY RATED SHEATHING TO RAFTER OR TRUSS: 7/16" X 1 1/2" 16 GA GALV. STAPLE I @ 3" O.C. EDGE AND 8" O.C. FIELD I�I�G gAgg GE -- DATE PRODUCTION BY 1: 1/2" DRYWALL TO FRAMING: 1/2" 11 GA RING SHANK NAILS w/ 7/16n !�°'s" ` '`°''_`` ':-" _` 4' BUILDER: PENN LYON HOMES HEADS @ 4° O.C. EDGES AND 7" O.C. FIELD o e" _ '`Off _ JOB NAME: OR 1 1/4" SCREWS 6 GA @ 12" O.C. EDGE �10 AND 12' O.C. FIELD OR FOAMSEAL @ 1/2° oop gA ;' ;.f MODEL CAPE SYSTEMS BEAD SITE LOCATION: — ',. COUNTY: - ---� ZIP CODE: SEISMIC CATEGORY: SNOW LOAD (Pg): — psf 7/16" OSB AGENCY RATED SHEATHING TO FRAMING: 7/16" X 1k 1/2" 16 GA}GALV. WIND SPEED (V3s): — mph ,. `. STAPLE @ 6" O.C. EDGE AND 12 O.C. FIELD = PENN OLYON APPROVED HOMES CORPORATION PO BOX 27,AIRPORT RD, SWNSGROVE, PA 17870 �r� 2005 (570)374-4004 1(800)788-4754 FS CORP. 90 MPH WIND CONNEC ONS - DRAWN BY: MJB DATE: 2/2/05 .SHEET: CHECKED BY: SCALE: W 1 8 NTS i � _ _ _, f i _ ��...� :� �r S� �� C -.J v �♦ S r . L, I �� / R` � f 1'y�w. R .�_ 1 _ _ _ - _ -- - ` - _ o — V — O a Benchmark: PIK nail set, Elev.= 10.58' NGVD Prop 5ed Water CO Service Connection Pro o5ed Curb Cut Sho/ T p � Record Location Install New Conc. O� o 00 G05NOLD 5TRf ET Existing Sewer Connection Transition Curbs at a Stub Inv. = ±3.50 Driveway edges. Patch existing bit. cone. Sidewalk. Gj X 10,11 x 10,411 10,38 X 10,49 X 10,10 0&&a� REFERENCE PLAN: 0 10 2E5 ° LOCUS MAP (NT5) Plot Plan of Land Map 324 Parcel 095 n Barnstable, MA (Village of 6" GONG CU 03 S 89 06 30 W 95. 14 Zti 3� 0�2 N Hyannl5) �� ' 10 ti0 0 1 #03 Gosnold Street -00 ; G-- 0,- G 0�---- - ewa I!� ti0 � ti o Prepared for Debora He5tmark .� Deed Book 20300, Page 4 1 Showing Proposed New Dwelling 9 - 1 11 + Jan. 27th, 2000 Scale 1 "=20' / Pro o5ed 4 p DIA Outermost Land Survey, Inc. Iron Pin Set Q 11 01-5#248- I 20 . 20 leaching ba51n. 4' depth 5� �� w/ 2 feet of 3/4" stone Surround. Basin shall be set Into naturally 4 NOTES: 13,4 �� 12 Y a occuring sand below 5ub5oil. o��y All work shall be done in = _ 5 back line accordance with Barnstable G� + 11,9 0 Proposed G" Dia Dept of Works and Water Company Inv. 2 1 �� perforated AD5 perimeter drain standards specifications. /\ I 1 0.0 I 13.3(TYP) 13 12 w/ G" minimum 3/4" stone surround. Wrap in Mirafi w � -�- 12, p N v I 11 �- o � O �/ fabric. Tie in all downspouts. � 3' minimum cover. L Q i . 6 II II \` ELEV= � .L s 1 5 F- 13, 4U Dev �s �� /�� - Ln .� �`� 11 I I 1 3 . 3 0 13 - o Q co o E [" 44- 0 o I -�... 13,8 + 13, h CID 13 '� oo .� I II PROPOSED CO co DWELLING tea) rV Ln [— 0 TOP OF FDN Existing Foundation ,6 ELEV. 14 .00 14, �y to be removed o 5 0 � W 6.33, Q LU 44i � Q S 13.3 � W � �. �� 05 y4 ( = W oz 750,, z + 1 �.�- 14,8 cn Q Propo5ed Landscape 15 0 _ Timber Retaining Wall - IJU m 2' Height 90 c� 34 00. 0' 20' 40' 60' Coni c. B n d. F n d PLAN DATE 04-04-06 5Ca1e : 1 0' I. ISKM