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53 INTERVALE ROAD - BUILDING INSPECTION ti )yA STATE TAX-FORM 301 INSTRUMENT OF TAKING THE COMMONWEALTH OF MASSACHUSETTS CITY OF SALEM III III IIIIIIIIIIIIIIIIIIIAIIIIIIII IIIA NAME OF CITY OR TOWN 2008111800028 Bk;28155 Pg;402 11/18/2008 09:29 TPXT P9 111 OFFICE OF THE COLLECTOR OF TAXES 1, Bonnie Celi,Collector of Taxes for the City of SALEM, pursuant and subject to the provisions of General Laws, Chapter 60,Sections 53 and 54,hereby take for said city the following described land: DESCRIPTION OF LAND Property: Land &Build containing 20735.00 Sq Ft(mare or less) Location: 53 Intervale Road Assessors: 21-0061 Registry: 27018-220 Recorded at: Essex County Registry of Deeds Said land is taken for non-payment of taxes as defined in Section 43 of said Chapter 60 assessed thereon to Owner of Assessment: Levesque,Gregory Subsequent Owner: U S Bank for the year 2008 which were not paid within fourteen days after demand therefore made upon Assessed owner: Levesque,Gregory/Subsequent:U S Bank on May 15,2008 , and now remain unpaid together with interest and incidental expenses and costs to the date of taking in the amounts hereinafter specified,after notice of intention to take said land given as required by law. 2008 Taxes Remaining Unpaid........................................ $ 81.67 Interest to the Date of Taking............................................ $ 5.58 Incidental Expenses and Costs to the Date of Taking.................. $ 95.00 Sum for Which Land is Taken........................................... $ 182.25 31st WITNESS my hand and seal this day of October 2008 (Date of Taking) .Collector of Taxes for the City of Salem Bonnie qJ. Ceti THE COMMONWEALTH OF MASSACHUSETTS �U Essex,ss. Then personally appeared the above named Bonnie J. Celi and acknowledged the foregoing instrument to be her free act and deed as Collector of Taxes, I - -_ MEU SV L.lu*i Before me, u (� a- -�Q/O Y m onombVres My Commission Expires: .�lo 2008,at o'clock and_mi notes M. Received and entered with Essex South District Registry of Deeds,Book ,Page - Document No. .Certificate of Title No. - - - Attest: Rcgisler &4 Igo 6k1 �f� CITY OF SALEM, MASSACHUSETTS PUBLIC PROPERTY DEPARTMENT 120 WASHINGTON STREET, 3RD FLOOR SALEM, MASSACHUSETTS 01970 STANLEY J. USOVICZ, JR. TELEPHONE: 978-745-9595 EXT. 380 MAYOR FAX: 978-740-9846 - March 25, 2004 COPY Mr. Gregory Levesque 53 Intervale Road Salem, Ma. 01970 RE: Vehicles on City Property Dear Mr. Levesque: It has been brought to the attention of this Department that you are storing vehicles and boats on land that belongs to the City of Salem Conservation Commission. You are directed to remove the vehicles within 72 hours upon receipt of this notice. Failure to comply with this order will result in the vehicles and boats being removed by the Salem Police Department. Sincerely, LV Thomas St. Pierre Acting Building Commissioner cc: Mayors Office Salem Police Capt. Callahan Patrolman Mike Page CITY OF SALEM PUBLIC PROPERTY DEPARTMENT K1MBER-EY DRISCOLL MAYOR 120 WASHINGTON$REE"1 * $ALL;M,NIASSACHUSET"1'S 01970 TEL:978-745-9595 ♦FAx:978-740-9846 February 12, 2009 Mr. Matthew Nichols By Hand Re: 53 Intervale Road Dear Mr. Nichols The above address is in the R-I zone and the lot meets the minimum lot size required by Zoning. A dimensionally conforming modular construction single family house would be allowable to replace the existing dwelling at this location. In addition to the requirements of our Zoning Ordinance, the proposed building would need to conform to the State Building Code (780 CMR 7th Edition 1 & (217amily Homes). You will also need to conform to the requirements of our Engineering, Health and Conservation departments regarding sewers, private well, and wetlands protection regulations. Sincerely, Thomas St. Pierre Building Commissioner/Zoning Officer CC: file 7 Commonwealth of Massachusetts Board of Building Regulations and Standards Manufactured Buildings PrograT LABEL REQUEST FORM This Section for State Use Only Date Processed Label Numbers: Issued by-: /Iltl��11 e - Fee Received t) flil qiLl ou Check Number 09L/v ell tmlj This Section to be Com pfeted by Manufacturer-PLEASE PRINT OR TYPE SECTION 1-MANUFACTURER INFORMATION BBRS\DPS I.D. # j ';2 — C� ManufactureTName Manorwood Homes MC#201 Street P.O. BOX 169 City/State/Zip Pine Grove,PA 17963 Telephone Number: (570) 345-0387 Fax Number: (570) 345-6003 Email: wraorris@ manorwoodhomes.corn Morris Manufacturer-Plant Inspector Wayne Morris 02 Third Party Ag S CorpPIA #02 Agency I orp $ � C Total n Attached PFS Number of Labels Total Amot-ait Attached $ Ami. ount rsM -3 a f we Model T ode] Manufacturer's Serial Manufacturer's' /U"S -3 Igo Ln Designation Number SECTION 2-LOCATION OF BUILDING Street City/State/Zip P, "V i SECTION 3-BUILDER/DEALER/CERTIFIED INSTALLER INFORMATION Bader/Dealer Street City/State/Zip vk inv- ci 6-1 Certified Installer Licensed Construction License Number: Supervisor Expiration Dat 2,0 i(D This form shall be completed by the manufacturer when requesting g manufactured building labels. All 0 inf ormation,shall be cie-axly indicated. Incomplete terms will be returned to the manufacturer unprocessed. This request shall be foTwarded to the BBRS/Dept. of Public Safety 167 Lyman Street/P.O. Box 1063 H adlev Building- Ground Fioor Westboro, MA 01581 March.2004 Certificate No: 770-09 Building Permit No.: 770-09 Commonwealth of Massachusetts City of Salem Building Electrical Mechanical Permits This is to Certify that the RESIDENCE located at Dwelling Type 53 INTERVALE ROAD in the CITY OF SALEM ------------------ ------ -------------------- -------------------------------------------------------------------- Address Town/City Name IS HEREBY GRANTED A PERMANENT CERTIFICATE OF OCCUPANCY OCCUPANCY PERMIT FOR(53 INTERVALE ROAD) This permit is granted in confomrity with the Statutes and ordinances relating thereto, and expires _ --_- unless sooner suspended or revoked. Expiration Dale -------------------------------------- Issued -------------------------------------Issued On:Wed Aug 5,2009 � 9 - -------------- g --- —-----------F- ----- rF-�I GeoTMS®2009 Des Launers Municipal Solutions.Inc. ------ - ---- -- --- - -- -=- -- G--------------- V ONDIT,�� c -- '� � o0 (J�^• VSQVE AD CITY OF SALEM BUILDING PERMIT 53 INTERVALE ROAD 770-09 GIs# eisI 8761 = COMMONWEALTH OF MASSACHUSETTS Mapf +I+ h 2121 q Block x ei3 °i;' CITY OF SALEM 00611,TM; Category r; 101 New Single family Pertrmt#ff ..-- BUILDING PERMIT Project# 4.44,v' JS-2009-9014 18 , Est'Cost „t,j,l;€; $142,014001�0�,.:� FeeCharged $1,000.00 s o Balance Due: $oo `;,: , ;; -,u; PERMISSION IS HEREBY GRANTED TO: Const Class it `Tr, Ifila,?; ^�+#,I,T';I� " Contractor: License: Expires Use Homeowner as Contractor- Lot Size(s-"ft.):, Zonmg.�+' 'i "Rl+'yH'-', � hlOwner: Mathew Nichols Units pplicant: Mathew Nichols Units ,,.,h x-AT. 53 INTERVALE ROAD Dig Safe#.s,ss + 1i1i34 4 :f '" ISSUED ON. 14-May-2009 AMENDED ON. EXPIRES ON. 14-Oct-2009 TO PERFORM THE FOLLOWING WORK: MODULAR CONSTRUCTION AND BUTTON UP W ORKT W O STORY NEW COLONIAL jhb POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground:� /1Underground: S Underground: yr Excavation: D Service: i Meters t/�y I q r I //� I Footings: /--A Rough: Rough: I I tip ' Rough:,,, 1/t I�J Foundation: Final: Final: Fin / Rough Frame: V YVt�4 - Fireplace/Chimney: D.P.W. Fire •/� Hea Meter: Oil: r Insulation: P,h' House# Sm e: . �"/"Q 416 Final: _G �/ I (p� Treasury: Water; 4ASSessor Sewer: Sprinklers: A/ Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Signature: Fee T e: BU }per Receipt No: Date Paid: Check o< Amount: BU REC- h `�1 l,,j�,,pp1 4-May-09 1005 $1,000.00 � +�1R'fPSP3E�P<Y�tt9A�..i" i UW CDM�Oftn of rk, Wj � I.I for Permit to uccupY GeoTMSO2009 Des Lauriers Municipal Solutions,Inc. /4 'r w F S �v �? a � ftwm w YSpYE AO 1e� CITY OF SALEM BUILDING PERMIT a CITY OF SAI EM, IVIASSACHUSETTS BOf1RD qF LTH' r ` 120 WASHINGTON STREET,4"-,FLOOR € =`TEL (978)741 1800 I{L1�II3ERLEY DRISCOLL FAX(978) 745 0343 e _ 'MAY iti I NBAUM(g�SAi I'M Cc�M T DAVID GR H D.NHAUM ACTING Hitini�n t AGENT WELL CONSTRUCTION PERMIT ` a ,Location:=- �` 53 Intervale Road Owner Matthew Nichols c t' 'Address.`' 53.Interyale.Ftoad .` This permit is,grantetl m conformity with the statutes and prdinances relating#o well ;permits. ; ,. Well Construction permits are non transferable x` This permit shall be on site at all ines.that.work:.is taking place 'Permit shall<expire one e (-1)year from the date of issuance uhIdss revoked from cause : k ' • This permit does not constitute a Water Supply Certificate: s, Permit# 001 09 { Date Issued:' Augusto; (Domestic use well) (TED Inc Reg.'#560) Y j of-i TING HEALTM'A NT'e .. J *S fi y 3 yf Y id 5 J f d r - .b..4D..a'..mes 0 / a The Home Store, Inc. Model Home Center 1'0hm 00111unrh..11101093 • Tit fI1W9C-i_'bfi :4131465126 I's� #U;6!'r,=1t_: einctho-tmnnyb.r�.itinn Modular Purchase Order Deposit Summary Owners: Sales Coordinator: Matt and Lisa Nichols Hilary Black 7 Cedar Avenue Salem, MA 01970 Lot Location: Date of Signed Contract: 53 Intervale St 2/12/2009 Salem, MA 01970 Current Modular Purchase Order $141,333 Change Order#1 $681 Total Revised Modular Purchase Order $142,014 Less Paid on Modular Purchase Order Deposit on 2/12/09 $14,000 Total Paid on Modular Purchase Order $14,000 Balance of Modular Purchase Order $128.014 Due Per Assignment of Funds Letter t4a-101 CA DS Deposit Summary Prinled4rz9/2009 rd 421W Ayl Kevin M.Burke - r�ti3 secretary Thomas G.Gatzunis,P.E. Deval L.Patrick e.?¢� ("'�Fe�I+J�/e�.� Commissioner Governor Timothy P.Murray Lieutenant Governor March 31,2009 7 Mr, Wayne Morris Manorwood Homes 46 Pleasant Valley Road Pine Grove,PA 17963 , RE: RECERTIFICATION FOR 2009—2010 Commonwealth of Massachusetts Manufactured Buildings Program MC#: 201 TPIA #: 02 To Whom It May Concern: This letter is to confirm your recertification in the Commonwealth of Massachusetts Manufactured Buildings Program as a producer of Manufactured Buildings for the period of May 1, 2009 through April 30, 2010. This approval is contingent upon compliance with all previously listed conditions of your approval,and compliance with the provisions of the current Massachusetts State Building Code, Massachusetts State Electrical Code and Massachusetts State Fuel I Gas Code. Yours truly, BOARD OF BUILDING REGULATIONS AND STANDARDS i y &7 , Linda Shea Manufactured Buildings Program cc: Massachusetts Board of Examiners of Plumbers and Gas Fitters Massachusetts Board of Examiners of Electricians PFS Corporation The Commodore Corporation,Goshen,IN ✓ This correspondence has been issued from the Board of Building Regulations and Standards 167 Lyman Street,Hadley Building,P.O.Box 1063, Westborough,Ma 01581 Manorwood 46 Pleasant Valley Road • P.O. Box 169 Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 • Fax (570) 345-6003 May 9, 2007 The Home Store 73 State Road PO Box 300 Whately, MA 01093 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Adam Dubriske meets our requirements for his/her understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Adam Dubriske to erect and set Manorwood Homes for The Horne Store, Sincerely Rob Potts Engineering Manager �, $.1aOI`WOd1t� 46 Pleasant Valley Road • P.O. Bos 169 Pine Grove, Pennsylvania 17963 Homes (570) :345-0387 - Fax (570) 345-6063 May 9, 2007 The Home Store 73 State Road PO Box 300 Whately, MA 01093 Re: Set Crew Certification I?ear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Ryan Chamberlain meets aur requirements for his/her understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Ryan Chamberlain to erect and set Manorwood Homes for The Home Store. Sincerely, Rob Potts Engineering Manager t Manoi'wood 46 Pleasant Valley Road • P.O. Box 169 Plne Grove, Pennsylvania 17963 Homes (576) 345-0387 - Fax (576) 345-600:3 May 9, 2007 The Home Store 13 State Road PQ Box 300 Whately, MA 01093 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Mike Warner meets our requirements for his/her understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Mike Warner to erect and set Manorwood Homes for The Home Store, Sincerely, Rob Potts Engineering Manager t Ma.nOrw�od 46 Pleasant Valley Road • P.O. Box .169 Homes Grove, Pennsylvania 17963 Domes (574) 345-0387 • Fax (576) 345-6603 May 9. 2007 The Home Store 73 State Road PO Box 300 Whately, MA 0109 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we Find that Mr. Matt Johnson meets our requirements for his/her understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Matt Johnson to erect and set Manorwood Homes for The Horne Store. Siricer Rob Potts —2- Engineering Engineering Manager ^ 46 Pleasant Valley Road • P.O. Box 169 Ma,j9p)C'W000� Pine Grove, Pennsylvania 17963 Homes (570) 345-0387 • Fax (570) 345-6003 May 9, 2007 The Home Store 73 State Road P4 Box 300 Wbateiy, NIA 01093 Re: Set Crew Certification Dear Mr. Gianino: Please be advised that we have received and reviewed your request for Set Crew Certification and based on this review, we find that Mr. Ben Dubriske meets our requirements for his/her understanding and knowledge of our product and set procedures. Therefore, we certify and authorize Mr. Ben Dubriske to erect and set Manorwood Homes for The Home Store. Sieccrely, Rob Potts Engineering Manager ' I he Coinnxonwealth of Massachusetts Department of Industrial Accidents w Office of Investigations .a 600 Washington Street Boston, M,4 02111 www.raass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information i� r Please Print Legibiv Name (Business/OreanY wizatioMiidividual): l; Address: 1.5,_ )2.rD City/State/Zip: t _�ti ,i tF} rj Phone #:�q1 l��S� Are,you an employer? Check the appropriate hoax: Type of project (required): 1 I am a employer with — 4. ❑ 1 am a general contractor and I 6. [] New construction employees(foil and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet, ,' 7. ❑ Remodeling ship and have no employees These sub-contractors have S. Demolition working for me in any capacity. workers' comp. insurance. 9. Building addition [No workers' camp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL 11.0 Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4),and we have no 12.Q Roof repairs insurance required.] t employees. [No workers' comp: insurance required.) 13.0 Other__ *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t I Iomeowners who submit this affidava indicating they am doing all work and then hire outside contractors must submit anew affidavit indicating such. -Contractors that check this box must attached an additional street showing the name of the sub-contractors and their workers'comp.policy inforrnarioa. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: S L: -,r_i� z yt t}irt CucTlNi Stmt t r1 r (y U� ,:} Policy #or Self-ins. Lic. _-775Expiration Date: Job Site Address: rrvurrl& J _ � 0(x170 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 5250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations o'fthe DIA for insurance coverage verification. I do hereby certunder the pai�ns✓arrd penal res of perjury drat drzeIhil'brina�tion provided above is true and correct. Si mature: // �f��,2 /'e= /�Y �� a / Date: Phone #: 7j fJ r �o�d f7 G k��J Official use only. Do not write in this area, to be completed by cion or town official City or Town: _ _PermitlLicense# 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#: ACORDTM, CERTIFICATE OF LIABILITY INSURANCE 01130/2009 PRODUCER (413)S49-4971 I FAX (413)549-4974 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Blair Cutting & Smith Ins. Agency, L.L.C. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE an Enchanter Ins LLC Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 9 y ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 25 University Drive Amherst, NA 01002 INSURERS AFFORDING COVERAGE NAIC# INSURED The Hence Store Inc. INSURERA: Peerless Insurance 24198 P.O. Box 300 INSURERS: AIG/TPA Associates Whately, MA 01093-0300 INSURER C: -- - - INSURER D: INSURER E: 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 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. MSR DD' TYPE OF B%URANCE PpUCY NUMBER POLICY EFFECTIVE POLICY EXPIRATION MIDDNYI LIMITS GENERAL LIABILITY COP9625143 08/01/2008 08/01/2009 EACHOCCURRENCE $ 1,000,00 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ 100,00 CLAIMS MADE aOCCUR MEDEXP(Anyoneperson} $ S {) A PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 21000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPIOP AGO $ 2 000,000 POLICY JECOT LOG AUTOMOBILE LIABILITY BA96ZS601 06/01/2006 06/01/2009 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 11000,000 ALL OWNED AUTOS BODILY INJURY X SCHEDULED AUTOS (Per person) $ A X HIREDAUTOS BODILY INJURY $ X NONOWNEDAUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGGARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANYAUTO OTHER THAN EAACC $ E AUTO ONLY: AGO $ EXCESSIUMBRELLALIABILITY CU9624146 08/01/2008 08/01/2009 EACHOCCURRENCE $ 2,000,00 OCCUR F-1 CLAIMS MADE AGGREGATE $ 2,000,00 A $ DEDUCTIBLE $ X RETENTION $ 10,DIX 1$ WORKERS COMPENSATION AND WC69664SS 08/01/2008 08/01/2009 WC STATU- X OAN TH- EMPLOYERS'DABILITY E.L.EACH ACCIDENT $ 500,00 B ANY PROPRIETOWPARTNEWEXECUTIVE -- - OFFICEWMEMBEREXCLUDED? E.L.DISEASE-EA EMPLOYE S 500 0 itYas,describe undar SPECIAL PROVISIONS below EL.DISEASE-POLICY LIMIT $ S00,00 OTHER DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER AN ELl IO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MNL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. +'r AUTHORIZED pp REPRESENTATIVE `� William Dowd Acct Exec. OIUA�Aaln. C • ACORD 25(2001/08) ©ACORD CORPORATION 1988 r 4 8M INSUL.cFWSE ISULATE - 6Y8' mxsa 4 " WALLS 61/' 6y" 6' 8 4. y 2 9y. S,3, 6-4- 13'_5" per" m 22'-0' SH-3041 SN-3433 SH-3433 SH-3851-E s 4 eaaa�� r--- a4TH3 PAY IN ii o L J J ° NOOK 9R46S0.FT. L_..__JL____J 28 DP.PFS,STATE 8%Z95SG.FT � 4%3.981 F7. 33' a N Na o 0 O m L J N a co I �t co GARAGE SVTYPEWGYPSUM GRE4TROOM o 10TCHEN E'J w SUPPLIED AND 94STALLED 251I14SQ.FT. ;,', of 12 STUDS O BY MANUFACTURER = GAB 1-- 8% fJJ 20.09 S0.FT ¢ co 4%10.04 SO.F7. 4'-0" w 3STUDS (1)1.5X20LVL EAMOD 3STUDS DOORHDR FL aNG. R.CLAIG. qO _ Y _.....— _ —_— r Y nt — rn - _ (2)1.5 X 5.5 LVL EA MOD a� o D1NtNG RDDM r i 3 STUDS 3 STUDS J I =� - 2 STUDS 158. SG,FT. L . J — HANDRAIL-x2 u, f SO. P�9t7. 4%8.33 S0.FT J yy APP D. 0 N z �T g s CITE f F =ForER _I T~ :g.nT7, m D Y o - I / �N O O yt F y O iNSP' BtfliDiNGS 3680 O T-B'h n tESx Kom/orf -ROVED�° / d n tia HFnpER SH-3857-E SH-3857-E SH-3857-E SH-3857-E m OVAL ETCHED � R s.:cet to approval by r-ly Ctiaer n auClicri y havag, }-u i miction. 1'6" C;T`'of -2' 9 a z N ALT FTrw vn MON 13� yq-- 6" 5Y' 4Y" ¢ U I /„I2o N Vii Fss - !/- WQ SFS �`rQti30Taiklo4i EFER r `3 PLC.f�;SA t PPROVED£OLF_LYFOR 1 ex �CATt�':Cr - o' SYi E A"70 LOCATION OF-FIRE fY,^,pT,: 4�°i [,,".,.'iCEC. Northeast Region RAwFt a l r;�F.PROTECTION EMCEE lR OCoSci"7'SO A- _1Fu7:>r.D INSPECTiON,FOR OO;APLETI;G4LbcATI0N: APPROVED MAD s MASSACHUSSETTS Tp;;Yc jRE CCD_, AT E MA STATE BUILDING CODE',7TH EDITION 53 lNTERVALE ROAD RaU� - 9 MA FUEU GAS/PLUMBING CODE SALEM,MA 01970 1993B0CANATIONAL MECHANICAL CODE W/AMEND. ESSEX COUNTY gj13J49 THIRD PARTY LABEL:KITCHEN SINK BASE CABINET Approval limited to 9 s` 2008 NATIONAL ELECTRIC CODE WI AMEND. GROUND SNOW LOAD:40 PSF DATA PLATE: KITCHEN SINK BASE CABINET Factory Built Portion ROOF PITCH:7/12 STATE LABEL:KITCHEN SINK BASE CABINET"'SEE SCHEDULES AND GENERAL NOTES PAGE ZONE:1001C ADDITIONAL STATE LABELS:PER PLAN b 0� 3 a� 00 36'-0° INSUL CHASE 70X24 6Y° 4' 4%° 4, 6° 4y' 6 '% 4'-103/° 9' ' E9 SH-3433-S SH-3857-E �a66 T OLIN O cmc° 5VTYPE7('GYPSUM ° RE790JL _ - Soaker-14 BELk1QLNN3 SUPPLIED AND INSTALLED BV MANUFACTURER 117.89$Q.FT. 8%9.41 SQ.FT. o O 4%4.71.SQ.FT. J BATH2 o 518'TYPE'X'GYPSUM ¢ &17H1 `o O SUPPLIED AND INSTALLED ti O ,�00 10 (, i LLIBV BUILDERm" 0 Cn 30 2 STUDS M � Arnc w 0 2 STUDS N a O M (1)1.5 X 14 LVL EA MOD IN CLG. (1)1.5 X 9.25 LVL EA MO[r 02 8Z FL CLNG. 9 HANDRAIL-E FL CLW. 30 Y N (3) 1.5 X 9.25 LVL EA MOD IN FLOOR PFS,STATE 2 STUDS c's 2 STUDS 32 30 BEDROOM2 s 14.88 SQ.FT. Z 19 SQ.FT. o a 0 AM BEDA(XJ 4%4. SQ.FT. 0 w .88 SQ.FT. CL m b u a o 18.39SQ.FT. OPEN TO LL _ V4%9.19 SQ.FT. BELOW o � O STD- -114 SID-W-114 O o O t3 _ 6056 PICT SH-3857-E I SH-3857-E SH-3657-E SH-3857-E rn t3 PEDPAENL PEDIMENT F 12'-11%° 8'-0' ° 12'-1%' < a o Z 6Y8° 6y' 5Y' 4y° 6° z < wREFERENCE PROJ: PFS Corporation Northeast Region DRAWN APPROVED . MAD DATE: o H Raup — 3 04-09-2009 4/13/09 ENG.NO.: o THIRD DATAPLATE: LABEL: TCHENICABINET SINK BASE CABINET Approval limited to E01239 'SEE SCHEDULES AND GENERAL NOTES PAGE STATE LABEL:KITCHEN SINK BASE CABINET Factory Built Portion ADDITIONAL STATE LABELS:PER PLAN o3 ro o� �a� MA ELECTRICAL NOTES- AN OTESAN ARC-FAULT BREAKER IS REQUIRED FOR ALL 0.O RECEPTACLES THAT ARE NOT GFCI PROTECTED. F- RECEPTACLES ARE TO BE A TAMPER-ROOF TYPE THAT 0 HAS A SPECIAL MECHANICAL INTERLOCK BUILT INTO THE RECEPTACLE, 33=BATH 3 EXTERIOR RECEPTACLES MUST BE ABLE TO WITHSTAND g GFl RECEPTACLE(S) THE AFFECTS OF DIRECT OR INDIRECT UV EXPOSURE. FAN/LIGHTS € 11=Washer (20 am ) 8-WP GFl 12=D er 30 Am - a >�aaE 1141H3 Fl ._.. 1 1 1GFTa II 8� 1 8-WP GFl 21 W n D r— - NOOK - 99.45SO.FT. Ki 1GFl ti. ---k-- --==---JI 8%7.95 SO.Fr. L---- ----------- 4%199 SQ.FT. 1GF7 j L---- cn I rI -moi`2-222 1 I11917 r 10=Gabage Disposal REINFORCED wI- ------------ --- BO� 9 29=Dishwasher 8 - N 1=Gas Range j GARAGE GREATROOMI I I QICHEN i L-__(20 am ________ 251.14 SO.FT —------pL-------- 1 j I 8%20.09 SD,FT. WALL MW LL 21Gn 22GFl 9 4%18.84 SO.FT. I ® 8 Cc p 9 1Cn J HEAT DETECTOR ii v T _ W O amc� n v U U 4` I I II , 3 I o S v Z ii ^ B DINING ROOM 1GFl I I o _--� �i 1-- 8 ji 158.20 SO.FL 3 I 7 g -- 8%12655OFF. I 0 22 1 22 221 I NI 4%8.33 SO.Fr. I I I ____J L_ ___________ 0 21GFl B I I I iLREINFORCED s - BOX L I I I 7 z - -- YER ------� 5 $ CiV 9 L--- U B 5jlj I I wJ v w u 9 E1 w O 0 22 -- ----------- w J 22 µ7 0 N � 7-WP GFl 00 F3R d i3 H z 0 U (7 F Q 3 PFS Corporation REFERENCE Pft 0 Weather Proof Box Northeast Region oftAwK w APPROVED MAD 3 ATE: h H Raup — 3 oa-os-zoos 4/13/09 END.NO.: U Approval limited to E01239 Factory Built Portion 04 FROM:CICADSOFTWAREIAUTOCADSWAPWCPUBLISH-230E0IM3 HOME STORE-NICHOLS-PERMIT.DWGM BY:MELISSA DYER U D yp O Z4 3 0 v, n Cn cn � O E5543-L-FIS Cl0 OV n O Yl, w n L� O' Ow w nn g�w �m nx~ Amro w ro IL m A q A LD � 8 O yy � " ao oo • 3 Z m D g 2 °< g C W s w C OA g 3 c � 0 g o m t MO1 a a a ° O g 3 = M SIN: TITLE: DEALER NO.DATEBYJA O O " b .. > �' 0000 27-4 X 36/52 46 Pleasant Valley Roatl o z =NS309-A HOME STORE P.O.Box1fi9,RONe44 z Pine Grove,PA 1➢9G9 C1l w STATE:SCALE: ELECTRICAL PLAN cusroMER: Phone 800-4454898 a Web www.me oodhammwn M Hom Homes p MA Not To Scale NICHOLS •� MEMO! r u ` ii�o r o �NEW I�li w�n soon NONE NONE MEMO �i id I v NNI a r No ul NEON b 0� 3 a� FOUNDATION SHOWN MUST BE DESIGNED BY OTHERS TO 00+� THE SITE CONDITIONS. THIS INCLUDES SEISMIC DESIGN �+ AND ATTACHING THE HOME TO THE FOUNDATION,ALONG ' WITH RESISTANCE TO LATERAL, LONGITUDINAL SHEAR, L J�j UPLIFT AND DOWNLIFT FORCES IN BOTH DIRECTIONS, KEY PLAN: FIRST FLOOR -8KEY PLAN: SECOND FLOOR >maeeE H C5KI uvrj3 BASEMENT NOTES- FOUNDATION LAYOUT IS APPLICABLE TO NOTED MAXIMUM SNOW LOADING AND MINIMUM SOIL ENGINEER&YOUR LOCAL BUILDING OFFICIAL. BEARING PRESSURE.REFER TO INSTALLATION MANUAL FOR OTHER APPLICABLE INFORMATION. 4. SILL PLATE FASTENING TO BE PER INSTALLATION MANUAL AND/OR LOCAL CODES.SILL CONSULT LOCAL OFFICIALS AND THE APPLICABLE LOCAL CODES FOR OTHER REQUIREMENTS FASTENING REQUIREMENT IS PER APPLICABLE WIND SPEED AND SEISMIC ZONES.SEE YOUR (I.E.DRAINAGE,DAMP-PROFFING,BACKFILL SUPPORT,ETC.). HOME DATA PLATE FOR APPLICABLE ZONES. 2. FOUNDATION WIDTH SHOWN REFLECTS THE ACTUAL FLOOR WIDTH OF THE HOME SECTIONS 5. ALL FOOTINGS SHALL EXTEND BELOW THE FROST LINE OF THE LOCALITY. (DOUBLE DIMENSIONS,IF PRESENT,REFLECT WITH AND WITHOUT O.S.B.TREATMENT TO THE 6. CONCRETE COMPRESSIVE STRENGTH(FC'):3000 PSI MINIMUM. MARRIAGE LINE).THESE DIMENSIONS DO NOT ALLOW FOR FOR ANY VARIANCE THAT MAY OCCUR 7. CENTERLINE LINE SUPPORTS AND SPACING ARE BASED ON A DOULBE 2X10 SPF#2 ON EACH HALF fr IN SITE INSTALLATION SUCH AS GAPPING,OFF-CENTER SET OR OTHER FIELD ENCOUNTERED (4-2X10 S TOTAL). VARIABLES.ANY ADJUSTMENTS NEEDED IN FOUNDATION WIDTH DUE TO SUCH VARIANCES ARE AT s THE DISCRETION OF THE INSTALLER. w 0 � o F U FOR DEVIATIONS WOR OTHER FOUNDATION DESIGNS CONSULT A LOCAL PROFESSIONAL ' 0 � z w 0 w Y m z O N O � W N (/J a X 0 O C r Q x �N U _ w 0 o Q s A y g i4 8i F x Q m Z U O tii o PFS Corporation REFERENCE PROD: 0 Northeast Region nowt APPROVED MAD H Rauf 3 N71 4/13/09 Approval limited toFactory Built Portion OM FOUNDATION SHOWN MUST BE DESIGNED BY OTHERS TO � �' £+' THE SITE CONDITIONS. THIS INCLUDES SEISMIC DESIGN 0 AND ATTACHING THE HOME TO THE FOUNDATION,ALONG 0 WITH RESISTANCE TO LATERAL, LONGITUDINAL SHEAR, UPLIFT AND DOWNLIFT FORCES IN BOTH DIRECTIONS. + KEY PLAN: FIRST FLOOR KEY PLAN: SECOND FLOOR m�611! 36'-0' '+ o TYP. BASEMENT FOUNDATION WINDOW LuO C/) J �LLJ HO 4'-11' 4'-11' 4'-3' 4'-9 OZ 8 z SPAN 2N FLR:9'-T \; CONCRETE SLAB N 2.5K 1 AK 10.6K m 6.71K 11.6K 9.6K o SPAN IST&2ND FLR:13'-2 2" q a 500# 0 18'_9" N O w SIMPSON SIMPSON REINFORCED CONCRETE FOOTING 9 STHDI4RJ STNDI4RJ Ell CONCRETE FOUNDATION WALLS 2455# 2455# A 1,7 R 0 M r d, a Z � ac PFS Corporation 22'-0^ 36'-0" Northeast Region DRAM 58'-0 APPROVED MAD H Raup - 3 04-09-2009 tz 4/13/09 ENG.NO` Approval limited to E01239 SHMW Factory Built Portion 7.2 Typical layout shown for general detail only. PIPE SUPPORT: o Water Lines on-site per local codes and requirements. VERTICALPIPING: 0m LEGEND: SUPPORTS AT 10'O.C.MAX.OR — COLD LINE AT EACH STORY HEIGHT WITH ti HOT LINE MID-STORY GUIDE. r0y_0, D4 SHUT-OFF VALVE HORIZONTAL PIPING: SUPPORTS AT 3'O.C.MAX. TUB ENDS OF BRANCHES,AND AT CHANGES IN ELEVATION AND/OR DIRECTION. LAV. _ STOOL $ ; m� � 3 ao � fr�3 TUB LAV. STOOL LAV w o= ' WASHER J Lu a0 aU �U o = 8z SHOWER J C C SINK w GEEOGE MpRF1� CROSS OVER w N CONNECTION m > W/H a w x w _ F N St O o A N A@ =INLET WITH 1"CAP&CHAIN. Q ,, © =3/4 RELIEF DRAIN THRU FLOOR. Q Q a O s NOTES: _ Z 1. SHOWER AND/OR TUB/SHOWER VALVES TO BE ANTI-SCALD WHERE APPLICABLE(TEMP.SET 110 DEGREES MAXIMUM) PFS Corporation REFERENCE PRW: Q. 2. EXTERIOR WATER SPIGOT(S)TO BE FREEZELESS WITH VACUUM BREAK(INSTALLATION OF SPIGOT REQUIRES USE OF 3/4"LINE TO POINT Northeast Region o DRAWR s' OF SINGLE USER FIXTURE.LOCATION OF SPIGOT(S)WILL VARY PER PLAN). APPROVED MAD 3. INSTALL DRAIN PAN UNDER WATER HEATER WHEN HOME IS CONSTRUCTED FOR THE STATE OF TENNESSEE, 4. ALL BELOW FLOOR PLUMBING ILLUSTRATIONS ARE RECOMMENDATIONS ONLY.ON-SITE CONDITIONS AND/OR RESTRICTIONS MAY H Raup - 3 DAIE 4/13109 oa os-2009 g REQUIRE SOME MODIFICATIONS. 4- 9- 5. WATER HEATER YBE SUPPLIED AND INSTALLED IN BASEMENT TE BY OTHERS. 6. WATERS SUPPLY SY TEM PLUMB NG TO BE CPVC OR PEX MATERIAL,OR EQUAL,,APPROVED FOR FRESH WATER APPLICATIONS. Approval limited to E01239 0 7. ANY TRANSITIONS TO MATERIALS OTHER THAN THE SPECIFIED MATERAL MUST INCORPORATE AN APPROVED FITTING FOR CONNECTION. Factory Built Portion 8. ALL LINES ARE 1/2"UNLESS NOTED. O Q � c Typical layout shown for general detail Only. LTTY=LONG SWEEP TEE NOTES: d XLTL=LONG SWEEP ELBOW 01. DENOTES BOTTOM-BOARD PASS-THRU. 0 Drain Lines On-Site per local codes and requirements. STY=SANITARY TEE Om C.O.P.=CLEAN OUT PLUG Q 2. DENOTES(1)&DISCONNECT FOR SHIP LOOSE CAP&CHAIN. XLSL=LONG SWEEP STREET ELBOW —3. SITE INSTALLED C+ 45°WYE=45"Y 0,00 C&C=CAP&CHAIN ►0+�. LAV VTR LAV VTR VTR 1/2 11/2 1 1/2 € 45L 45L 45L 45L 1 1/2 45L 45L 1 1/2 A g e STY STY 1 1/2 STY 2"FUTURE VENT - m 2 MUST BE PROVIDED 3 2 22-1/2L XLTL SOAKER VTR VTR WITH BASEMENTa VTR LTTY 11/1 XLTL 1 1/2 XLTL 22 1/2L CAP APPLICATION(SEE 3 11/2 3 LTTY 11/2 1-V2 NOTE 11) 3 STY 45L 11/2 3 LTTY322-12L VTR 1-1/2 STOOL 4x3CB 2 2 1-12 VTR VTR VTR SHOWER XLTL 1-12 45L w 1-12VTR LTTY W/C O.P. Cc 1-12 1-1/2 BATH MASTER LT 45L MAIN w O SEE STOOL LTTY 3 1-12 1-1/2 VTR o = NOTE LTTY LAV. a O U (11) LAV. 3 3 1-12 1-12 o x z 2 STY 1-12 XLTL TY 45L 45WyLXLTL45 3 S XLTL VTR v TUB 1-12 3 3 3 3 45L 3 L TUB 1-12 3 3 3 45L 3 45WYE \ / W/C P 1-12 XLTL SECOND STY Ll ��LL 45WYE 45LLAV. VTR STY 1-12 'C&C 3 45L CLEAN OUT XLTL 3 DRAIN OUTLET 1-12 STY 2 WASHER 2ND 3 STY 45WYE STY 1-12 3 BATH XLTL 1-12 XLTL STOOL XLTL SHOWER XLTL 3 1-12 r LAV. 2'TRAP ARM IN FLOOR SINK x XLTL c y = 3 O SECOND 1-12 45L O 45L LAV. LTTY 2 STY 2 OO 2 R \ n NOTES: XLTL 45WYE w/C.O.P. < o 1. ALL BELOW FLOOR PLUMBING BY OTHERS.ALL FITTINGS BELOW BOTTOM CAN BE SHIPPED LOOSE. m N z 2. ALL BELOW FLOOR PLUMBING ILLUSTRATIONS ARE RECOMMENDATIONS ONLY.ON-SITE CONDITIONS AND/OR RESTRICTIONS MAY REQUIRE SOME MODIFICATIONS. z a 3. OPT,GARBAGE DISPOSAL TO BE LOCATED ON KITCHEN SINK WAST ASSEMBLY.ALL VENTS THRU ROOF TO BE 3",12'MIN.ABOVE AND BELOW ROOF PENETRATION. -- z 4. ALL P-TRAPS TO BE 1 12'UNLESS NOTED. PFS Corporation REFERENCE PR 5. HORIZONTAL VENT SLOPE:1/8"PER FOOT 6. HORIZONTAL DRAIN SLOPE:1/4'PER FOOT Northeast Region DRAWR w 7. DRAIN,WASTE,AND VENT PLUMBING TO BE ABS PLASTIC,OREQUAL,APPROVED FOR DWVAPPLICATIONS. APPROVED MAD 3 B. ANY TRANSITIONS TO MATERIALS OTHER THAN THE SPECIFIED MATERIAL MUST INCORPORATE AN APPROVED FITTING FOR CONNECTION. DATE H Raup - 3 04-09-2009 y 9. ALL TUBS WITH WHIRLPOOL MUST BE PROVIDED WITH ACCESS TO MOTOR.ALL PLUMBING TO MEET OR EXCEED CURRENT ADOPTED PLUMBING CODES. d 10. IN CONCEALED SPACES WHERE PIPING IS INSTALLED THRU HOLES OR NOTCHES IN STUDS,JOISTS,TRUSSES OR SIMILAR MEMBERS LESS THAT 1 12'FROM EDGE FROM 4/13/09 ENG.NDa NEAREST EDGE OF THE MEMBER,THE PIPE SHALL BE PROTECTED BY SHIELD PLATES.PROTECTIVE SHIELD PLATES SHALL BE A MINIMUM OF 1/16'STEEL,PLATES SHALL Approval limited to E01239 COVER AREA OF THE PIPE WHERE THE MEMBERS NOTCHED OR BORED,AND SHALL EXTEND A MINIMUM OF 2'ABOVE SOLE PLATES AND BELOW TOP PLATES. L Factory Built Portion E LL 11. ALL WATER HEATERS AND WATER HEATER PLUMBING TO BE SUPPLIED AND INSTALLED IN BASEMENT BY OTHERS IN ACCORDANCE WITH ALL RECOGNIZED PLUMBING CODES . 09.1 J PIPE SUPPORT: 0O VERTICAL PIPING: �tU SUPPORTS AT 10'O.C.MAX.OR la 0 BETWEEN FLOOR LEVELS. 00 HORIZONTAL PIPING:SUPPORTS AT 4'0.C.MAX.ENDS OF BRANCHES,AND AT CHANGES IN COLD HOT ELEVATION AND/OR DIRECTION. TRAP ARMS: TYPICAL 1114"DWV VENT SUPPORT LOCATED AS CLOSE (MAY BE THRU ROOF AS 3" TO TRAP AS POSSIBLE WHEN a o VENT 12'MIN.ABOVE AND =:TRAP TO VENT EXCEEDS 3. " a a E BELOW ROOF PENETRATION = s OR INTERCONNECTED TO TO VENT �3 MAIN SHUT-OFF EXISTING DWV VENT SYSTEM) SYSTEM 11/4 WTR.HTR. SHUT-OFFS 11/4 TYP.WATER DIELECTRIC 45 EL HEATER UNIONS GARBAGE DISPOSAL 11/4 45 EL TYPICAL TP VALVE 11/4 DBL WYE 0 1 1/2"VENT OPTIONAL W/C.O. Lu TP DISCHARGE TUBE DISHWASHER 2x1 1/4 x1 1/4 O < SANT � J Lu O 2 p PU_ 11/4 02 gz FLOOR I P-TRAP LINE DRAIN PAN F 2'SANT W/11/4 ADAPT / TO DRAIN w 2" DRAIN TO EXISTING / 1 1/4 SYSTEM 8 DRAIN SYSTEM DISHWASHER J P-TRAP 1'WATER INLET TO EXISTING TAILPIECE DRAIN LAYOUT FLOOR DRAIN WITH 2"P-TRAP OPTIONAL GARBAGE DISPOSAL PLUMBING 3 COVERED STRAINER ILLINOIS MODELS ONLY-USE DETAIL ABOVE FOR OPTIONAL w GARBAGE DISPOSAL. m° o w ALTERNATE WATER HEATER PLUMBING w a > ILLINOIS MODELS ONLY OR WHERE REQUIRED BY CODE-USE DETAILABOVE FOR ^ o w DRAINING TP DISCHARGE INTO DWV SYSTEM O C:� 0 0 � 0 0 d NOTES: 1. ALL BELOW FLOOR PLUMBING BY OTHERS.ALL FITTINGS BELOW BOTTOM CAN BE SHIPPED LOOSE. a z 2. ALL BELOW FLOOR PLUMBING ILLUSTRATIONS ARE RECOMMENDATIONS ONLY.ON-SITE CONDITIONS AND/OR RESTRICTIONS MAY REQUIRE SOME MODIFICATIONS. w 3. OPT.GARBAGE DISPOSAL TO BE LOCATED ON KITCHEN SINK WAST ASSEMBLY.ALL VENTS THRU ROOF TO BE 3',12'MIN.ABOVE AND BELOW ROOF PENETRATION. z y 4. ALL P-TRAPS TO BE 1112'UNLESS NOTED. PFS Corporation EEERENCE PROJ: 5. HORIZONTAL VENT SLOPE:1/8"PER FOOT Northeast R@51017 - 6. HORIZONTAL DRAIN SLOPE:1/4'PER FOOT Ratak s 7. DRAIN,WASTE,AND VENT PLUMBING TO BE ABS PLASTIC,OREQUAL,APPROVED FOR DWV APPLICATIONS. - - APPROVED AAD 8. ANY TRANSITIONS TO MATERIALS OTHER THAN THE SPECIFIED MATERIAL MUST INCORPORATE AN APPROVED FITTING FOR CONNECTION. :H RaUp — S ATE 3 9. ALL TUBS WITH WHIRLPOOL MUST BE PROVIDED WITH ACCESS TO MOTOR.ALL PLUMBING TO MEET OR EXCEED CURRENTADOPTED PLUMBING CODES. 4/13/09 4-09-2009 10. IN CONCEALED SPACES WHERE PIPING IS INSTALLED THRU HOLES OR NOTCHES IN STUDS,JOISTS,TRUSSES OR SIMILAR MEMBERS LESS THAT 110 FROM EDGE FROM NEAREST EDGE NG.NO.: OF THE MEMBER,THE PIPE SHALL BE PROTECTED BY SHIELD PLATES.PROTECTIVE SHIELD PLATES SHALL BEA MINIMUM OF 1/16'STEEL.PLATES SHALL COVER AREA OF THE PIPE Approval limited to 01239 o WHERE THE MEMBERS NOTCHED OR BORED,AND SHALL EXTEND A MINIMUM OF 2'ABOVE SOLE PLATES AND BELOW TOP PLATES, Factory Built Portion E 11. ALL WATER HEATERS AND WATER HEATER PLUMBING TO BE SUPPLIED AND INSTALLED IN BASEMENT BY OTHERS IN ACCORDANCE WITH ALL RECOGNIZED PLUMBING CODES. 09.2 0 2x6 SPF#3 SIDEWALL BOTTOM PLATE 0 © 2x6 SPF#3 EXTERIOR WALL STUDS 16'O.C. 0 m © INSULATION R-19 WITH VAPOR BARRIER C OD WALL COVERING(MIN.346'GYPSUM) M ONO QE 2x6 SPF#3 SINGLE OR DOUBLE TOP PLATE 12 O VENTED SOFFIT 50%OF LOWER ROOF VENTILATION Q 50R7 © ENGINEERED TRUSS 12',16',OR 24'O.C. - VAPOR BARRIER a K H P JO CEILING BOARD 112°GYPSUM. r� �� Q o � R OK 71160 24116 RATING ROOF DECKING MIN.TYP. s oxmFIT IeE47 W iwFaN� u - m 3 CNOROANDWE$'fOPOIDpD. ROOF TRUSSS PER TRUSS F�M�w� R © MIN 2x6 SPF#3 BOTTOM RAIL OR BEAM OVER OPEN SPANS TYP. OM ROOF VENT(OPT RIDGE VENT)MIN.50%VENTILATION OF ROOF CAVITY a`a LL 3 (UPPER PORTION),INSTALLED PER CODE REQUIREMENTS AIR ROW E H J L W S AIRFLOW m NO TYPICAL SHINGLES,INSTALLED PER MFGR'S INSTRUCTIONS © SHINGLE UNDERLAYMENT TYP. F T Q 1'MIN SPACE FOR ATTIC VENTILATION ® TYPICAL ICE DAM WHERE REQD.APPLY PER ARMA INSTRUCTIONS.24' x U MIN.WARM SIDE D D . SO CEILING INSULATION TYP.(PER THERMAL REQUIREMENTS.) LL QT e 0 SHEATHING FASTER FL)OR wM OU VINYL OR HARDBOARD SIDING RAN VERT.OR HORZ. INSTALLED oLarroLSEVE MrM A Y Z LU 0 ( ) Nl+mNaisesniz PER MFGR.'S INSTRUCTIONS o Oz 0 AIR INFILTRATION BARRIER f Z QW 2X4 SPF#3 SINGLE OR DOUBLE TOP PLATE INTERIOR WALL TOP PLATE FA R.Sr OEA NTOCERN RIM J NAxS rA4DRMRPJMJOMT E W 0 2x4 SPF#3 INTERIOR WALL STUD,16'OC. mLs uroRaaRwMJoa r QY 2x4 SPF#3 BOTTOM PLATE INTERIOR WALLS,TYP N (2) FLOOR DECKING RATED FOR 19.2'O.0 JOIST SPACING,MIN ® 200 SPF#2 OR 9Y,'OJ2000 FLOOR JOIST 16'O.C. D x Z ® MIN 2x6 SPF#2 CEILING JOIST 24'O.C. g D o ,ii U B � � w ® JACK POST OR PIER Ax P3 © 2X6 TREATED SILL PLATE.FASTENING OF SILL AND HOME TO FOUNDATION Y z c ON SITE PER LOCAL CODES BY LOCAL ENGINEER o O y O N w WSUTARONINSTAUEOONSREBY i r PER RESCHECKANB'OR STATE O a AND LOCAL WDES. a. Li ad Q v Z O Z � � W PFS Corporation REFERENCEPRQ: N, NOTES; Northeast Region g 1. INSTALLATION MANUAL SHALL SUPERSEDE ALL INFORMATION ON THIS PAGE. DRAWN s 2. CRAWLSPACE STANDARD-HOME MAY BE PLACED ON BASEMENT. APPROVED MAD 3 3. FOLLOW RECOMMENDED ATTACHMENTS FOR FASTENING OF HOME TO H Raup — 3 ATE: 04-09-2009 FOUNDATION.FOUNDATIONS TO BE BUILT AND CONSTRUCTED BY OTHERS ON SITE. 4/13/09 4. FOUNDATIONS(BY OTHERS)MUST MEET ALL APPLICABLE CODES. Approval limited to E01239 5. NOTES ANDIOR ILLUSTRATIONS SHOWN ARE TYPICAL AND MAY NOT APPLY TO ALL Factory Built Portion HOMES CONSTRUCTED.CONSTRUCTION&SPECS MAY VARY PER PLAN. 1 O 1 AQ 2x6 SPF#3 SIDEWALL BOTTOM PLATE b © 2x6 SPF#3 EXTERIOR WALL STUDS 16'O.C. 00 © INSULATION R-19 WITH VAPOR BARRIER 0 OD WALL COVERING(MIN.318'GYPSUM) p R ( 2x6 SPF#3 SINGLE OR DOUBLE TOP PLATE ( VENTED SOFFIT 50%OF LOWER ROOF VENTILATION © ENGINEERED TRUSS 12',16',OR 24'O.C. O VAPOR BARRIER € JQ CEILING BOARD 1/2'GYPSUM. v KQ 7/16'24/16 RATING ROOF DECKING MIN.TYP. o a E MIN 2x6 SPF 93 BOTTOM RAIL OR BEAM OVER OPEN SPANS NP. a a a0 MO ROOF VENT(OPT RIDGE VENT)MIN.50%VENTILATION OF ROOF CAVITY 12 (UPPER PORTION),INSTALLED PER CODE REQUIREMENTS Q SORT NO TYPICAL SHINGLES,INSTALLED PER MFGR'S INSTRUCTIONS R © SHINGLE UNDERLAYMENT TYP. K P © 1'MIN SPACE FOR ATTIC VENTILATION c �� D BOROm OIORO B NDTRATEO FOR ® RECTANGLE TYPICAL ICE DAM WHERE READ.APPLY PER ARMA INSTRUCTIONS.24' — BDESNOTFrtWB IET�BOrrOM STORAGE IB NOT PERMETTEO ON Wel OF MIN.WARM SIDE OIORDANDW�IDPU40RO R"TRUBBPERTRUSS aHLIURER R CEILING INSULATION TYP.(PER THERMAL REQUIREMENTS.) w TOfr SHEATHING AIRFLOWE H u w s AIRFLOW O0 J VINYL OR HARDBOARD SIDING(RAN VERT.OR HORZ.)INSTALLED F w O PER MFGR.'S INSTRUCTIONS r x QV AIR INFILTRATION BARRIER ' 0 ox � z QW 2x4 SPF#3 SINGLE OR DOUBLE TOP PLATE INTERIOR WALL TOP PLATE x u D XO 2x4 SPF#3 INTERIOR WALL STUD,16'OC. g y QY 2x4 SPF#3 BOTTOM PLATE INTERIOR WALLS,TYP B ZO FLOOR DECKING RATED FOR 19.2'O.0 JOIST SPACING,MIN A Y Z ® 2x10 SPF#2 OR 9Ya'OJ2000 FLOOR JOIST 16'O.C. Z ® MIN 2x6 SPF#2 CEILING JOIST 24'O.C. g 9 g gN PSTAIIIDONSIIE BY w ® JACK POST OR PIER o I 2��MMDLOTCALCODES.Ea"rmsr"E X © 2x6 TREATED SILL PLATE.FASTENING OF SILL AND HOME TO FOUNDATION I t 0 ON SITE PER LOCAL CODES BY LOCAL ENGINEER O O O O gp N H <F U O / � z a O Z (n N NOTES: PFS Corporation ResERENCE PRa: 1. INSTALLATION MANUAL SHALL SUPERSEDE ALL INFORMATION ON THIS PAGE. Northeast Region DRAWR 2. CRAWLSPACE STANDARD-HOME MAY BE PLACED ON BASEMENT. APPROVED MAD 3. FOLLOW RECOMMENDED ATTACHMENTS FOR FASTENING OF HOME TO ATE: t, FOUNDATION. FOUNDATIONS TO BE BUILT AND CONSTRUCTED BY OTHERS ON SITE. H Raup — 3 oa-09-2009 4/13/09 NG.NO; 4. FOUNDATIONS(BY OTHERS)MUST MEET ALL APPLICABLE CODES. Approval limited to E01239 5. NOTES AND/OR ILLUSTRATIONS SHOWN ARE TYPICAL AND MAY NOT APPLY TO ALL Factory Built Portion HOMES CONSTRUCTED.CONSTRUCTION&SPECS MAY VARY PER PLAN. .� O 2 i FRDM.C:\CAD SOFTWAREAUTOCAD SWAMCPUBI.ISH-nQE01239-HOLff STORE-NIGHOLS�PERMRDWG\11 KMELISSAOYER GARAGE-END WALL 2 BRACED WALL SUPPUED: 76% BRACED WALL REQUIRED: 16% 2'-3" 12'-6778" 4'-11" — i SH-3857-E� SOL O O t 0 �5 z ZE AGM y N® � l'l =+ w 4 4i IND 20'-3%° 4'-0" Taylor 3680-Fire w HOUSE-END WALL 2 C2 1 BRACED WALL SUPPLIED: % BRACED WALL REQUIRED: i6% � m m b m 'I` o O i N A N n nCr c p m 0 0 Z. 32 d3 35 2nR e O 02 $ 30 w • l v rR t i w n1 O � S SH-3857-E7280-SG Philips-DP35 64' Z 27'-8%" INN D O o a yy ;t +c < A 'A 111 W m 110 .! C 041, .0 HOUSE-END WALL 1 o m, < 0 BRACED WALL SUPPLIED: 66.5% BRACED WALL REQUIRED: 16% 60 O a 3 E BY ITI a p n o m gp. E E Qpleasamvalley ROM o = b o ssos-AQQQ 27-ax3s752 HOME STORE P.O.Box 169.Route 43 a Pias Gram.PA 1)963 N o CUSTOMEfl� Phone:80a-44&98� 3,c- STATE:scALE: STRUCTURAL BRACED WALLS Far:670-3656003 Mq�1OI'WOOd m MA Not To SCaIe N�CHOLS Wool. Homes FROM:CiCAD_SOFTWAREAUTOCAD SWAPMPUBLL511_231AE41234HOGIE STOPS NICHOLSPERMRDWG112 BY:MFLSSAOYER ti BOX 1-END WALL 2 BRACED WALL SUPPLIED: 83% BRACED WALL REQUIRED: 167 27'•4%° SH-M57-E w O m m 0 0? nn I F� m m c v DDm cn FF N AN➢ (ry ovF y O CIi 32 RE5843 -Rj5 CL � Clanan � O fly mo n w� a W N N_ 32 9� m W 1 w `bl w SH-3857-E � �SN-3657-E 2ND FLR-ENb WALL 1 BRACED WALL SUPPLIED: 77% BRACED WALL REQUIRED: 16% Z a A e�i to 0 E' 70 O 0 p :L CL W •x 3 KIM y ��. om SiN: n/'� TRam 8309•A 400027.4 X 36/52 HOME STORE Fax msTATe:scaE: STRUCTURAL BRACED WALLS cusTOMER a.soa4sew Me�r�orwood r.0 I9 MA Not To Scale NICN4LS W , � domes DOORS-EXTERIOR o PANELBOX STRUCTURED WIRE BOX ® CEILING FAN JUNCTION BOX (nP)200AMP SERVICE(MAXIMUMUSAGE)WITH ELECTRIC HEAT AND ORA/C Design ♦ TELEPHONEJACK ■ TELEVISION JACK s JUNCTION BOX CIRCUIT CIRCUIT POLES MAX.CONNECTED 0 Door Type Size Manufad. Width Hei ht RO SF Li ht Vent U valu Load Air Infil NO. CIRCUIT BREAKER REQ'D WIRE SIZE LOAD(KW) 0 U) 9 Lite 3476 Philips 1 2'-10' 6'-0' 17.94 - 0.22 50 0.27 ® MEDIA RECEPTACLE 15 AMP RECEPTACLE 1.2.3APDL. 1 20 1 NM12-2NVG 1.50 0 2Lite 3882 Phili s T-2" 6'-10" 21.64 0.51 20 0.22 50 0.27 56 LIGHTING 15 1 NM14-2NVG 1.44 E4 Oval 3882 Phil' s 3'-2' 6'-10" 21.64 5.73 20 0.29 50 0.27 ® CARBON MONOXIDE DETECTOR g 15 AMP SWITCHED RECEPTACLE 1,8,9 LIGHTING 15 1 NM14-2NVG 1.44 00 9Lite 3882 Phili s 3'-2' 6'-10' 21.64 4.378 20 0.29 50 0.2710 GAR.DIS. 15 1 NM14-2NVG 1.444, Sunburst 3882 Phili T-2' 6'-10" 21.64 0.893 20 0.29 50 0.27 CARBON MONOXIDE/SMOKE DETECTOR $ 20 AMP RECEPTACLE 11 WASHER 20 1 NM12-2NVG 1.50 0r' Slider 7280 Philips 1 6-0" 40.00 32.5 16.2 0.34 50 0.11 .O SMOKE DETECTOR(STD.OR PHOTO-ELECTRIC) 0 SPECIAL APPLIANCE RECEPTACLE 12 DRYER 30 2 NM10-3MG 5.76 + 13 W/H 25 2 NM10-2NVG 4.50 Exterior Door 3482 Phili s 2'-10" 6'-10' 20 0.22 50 0.27 STANDARD LIGHT 0 REINFORCED BOX $ SINGLE POLE SWITCH 14 (2)FURN. 60 2 NM 4-2NVG 20.40 � 15 50 2 NM 4-2NVG TRACK LIGHT $3 3-WAY SWITCH 16 COOKTOP 50 2 NM6-2WG 10.56 € 17 OVEN 50 2 NM6-31WG 6.50 18'WALL MOUNT FLUORESCENT LIGHT $4 4-WAY SWITCH $ 18 FURN. 40 2 NM8-3NVG 6.60 m= s ® 48'RECESSED FLUORESCENT LIGHT $D SINGLE POLE DIMMER SWITCH 19 MICRO 20 1 NM12-2NVG 1.92 A¢d a E 20 FFffF]FR 20 1 NM12-21W 1.92 WINDOWS-PHILIPS 810 "s_mai 21 LIGHTING 15 1 NM14-2NVG 1.44 24'STRIP LIGHT $3D 3-WAY DIMMER SWITCH a a LL Design 22 SMOKE 15 1 NM14-2NVG 1.44 3 Size Width Height RO SF Light Vent RM SF U value Egress Load Air Infil BATH LIGHT/EXHAUST FAN CEILING EXTERIOR LIGHT 23 LIGHTING 15 1 NM14-2NVG 1.44KI 242526 HEAT 20 2 NM12-2NVG 1.92 SH 3433 34 33 7.79 5.3 2.6 65 0.35 No 50 0.11 -1111 HEATED BATH LIGHT/EXHAUST FAN FAN ® RECESSED LIGHT 27 WIPOOL 20 GFI01NM14-2NVG -2NVG 1.92 SH 3041 30 41 8.54 6.0 3.0 75 0.35 No 50 0.11 �s UNDER CABINET STEREO UNIT 28 HIE FURN. 15 -2NVG 1.44 = DOOR BELL o CHIIMES BOX 29 DMI 15 -2NVG 1.44 SH 2457 24.75 57 9.80 6.7 3.4 83.75 0.35 Yes 50 0.11 30 50 -3NUG 1344 SH 3057 30 57 11.68 8.8 4.4 110 0.35 Yes 50 0.11 ® CEILING MOUNTED SPEAKERS Q THERMOSTAT 3 32, BATH 20 GFI -2NVG 1.50 SH 3857 38 57 15.04 11.6 5.8 145 0.35 No 50 0.11 GFI GROUND FAULT INTERRUPTER AFCI ARC FAULT CURRENT INTERRUPTER LIGHTING 15 1.44 SH 3069 30 69 14.38 - - - 0.35 Yes 50 0.11 PECIAL 15 1 NM14-2NVG 1.44 SH 3669 36 69 17.61 - - 0.35 Yes 1 50 0.11 SH 3072 30 72 15.00 11.4 5.8 142.5 0.35 No 50 0.11 SH 3672 36 72 18.00 14.2 7.2 177.5 0.35 No 50 0.11 w SH 16141 ATRIUM 61.25 41 17.44 15.58 7.6 190 0.35 No 50 a.11 ELECTRICAL PLAN NOTES: o SH 6172 ATRIUM 61.25 72.25 30.73 23.39 8.64 216 0.35 No 50 0.11 4 1. ALL KITCHEN COUNTER RECEPTACLES TO BE GFCI PROTECTED. LU m SH 6143 ARCHTOP 61.25 3.625 16.56 10.86 3.67 91.75 0.35 No 50 0.11 2, ALL CLOSET LIGHTS TO BE ENCLOSED SURFACE MOUNT FIXTURES, 16"MIN.FROM STORAGE SPACE. < p R O 69.5 SH 6169 ARCHTOP 61.25 29.56 21.1 8.64 216 0.35 No 50 0.11 3. ALL RECEPTACLES TO BE GROUNDING TYPE,PER 210-7/NEC. o = z SH BAY 35 7'5 3/4' 5'-2 3/8' 38.9 25.3 13.8 316 0.35 No 50 0.11 4. SPECS,WIRING,INSTALLATIONS,ETC.TO COMPLY WITH NEC REGULATIONS, SH BAY 37 5'-1 9/16' Y-2 3/8' 16.41 8.2 5.2 1 102.5 0.35 No 50 0.11 5. SERVICE PANEL MAY BE LOCATED IN GARAGE. w 6. ALTERNATE GAS APPLIANCES MAY BE USED. 0 7. ALL SMOKE DETECTORS TO HAVE BATTERY BACK-UP AND TO BE INTERCONNECTED WITH A 14 GA.MIN.INTERCONNECTION = WIRE OR EQUIVALENT PER MFG.S RECOMMENDATIONS. 0 8. EXTERIOR LIGHT AT GARAGE SIDE MAY BE REPLACED. z 9. BRANCH CIRCUITS SUPPLYING 15A AND 20A OUTLETS SHALL BE IN COMPLIANCE WITH EITHER 9.1 PER THE 2002 OR 2005 NEC, DOORS-INTERIOR OR 9.2 AND 9.3 PER THE 2008 NEC: w m o 9.1. 2002 OR 2005 NEC,SECTION 210.12: IN BEDROOMS ARE PROTECTED BY AN ARC-FAULT CIRCUIT INTERRUPTER. Z Door Type Size Width Height 9.2. 2008 NEC,SECTION 210.12:IN ALL AREAS THAT ARE NOT PROTECTED BY GROUND-FAULT CIRCUIT INTERRUPTERS. m a Int.Pass a 24 2'-21/8' 6'-101/2" 9.3. 2008 NEC,SECTION 406.11:ALL 15A AND 20A RECEPTACLES SHALL BE LISTED TAMPER RESISTANT. x w w nt.Pass a 28 2'S 1B" 6-101/2° 10. GAS APPLIANCES MAYBE SUBSTITUTED FOR ELECTRIC APPLIANCES WHERE APPLICABLE.WHEN GAS APPLIANCES ARE 0 Int.Pass a 30 2'51/8' 6'-101/2' INSTALLED,ALL GAS PIPING,CONNECTIONS,HOOK-UPS,ETC,TO BE INSTALLED ON SITE BY OTHERS. Int.Pass a 32 2'-101/8' 6'-101/2" 11. PANEL SIZE:200A O w Int.Pass a 36 3'-21/8° 6'-10 IQ" Int.Passage 48 4'-1' 6-10' 00 O R _m c`4 E� N FLOOR PLAN NOTES: Q Z ow d 1. BOOTS,REGISTERS,AND/OR R.A.G.'S MAY BE INSTALLED IN FLOOR,WALL,AND/OR DOOR FOR FIELD INSTALLED 2. HVAC SYSTEMS BY OTHERS-PER HVAC MFG'S INSTALLATION INSTRUCTIONS. Z y PFS Corporation REFERENCE PROJ: 3. MICHIGAN-DO NOT INSTALL FLOOR OR BASEBOARD REGISTERS IN WETAREAS WHICH INCLUDE THE 4. FOLLOWING ROOMS:BATHS,UTILITY ROOMS,LAUNDRY ROOMS,WASHROOMS&BASEMENTS. Northeast Region W 5. TOE KICK REGISTERS MAY BE USED WHERE VENT SLOT IS 1' DRAWN MIN.FROM EDGE TO FINISHED FLOOR. APPROVED MAD 6. EXTERIOR AND MARRIAGE WALL SPANS:REFER TO SYSTEMS MANUAL.SEE COLUMN CHARTS FOR REQUIREMENTS. 7. ALL EXTERIOR OPTIONS SUCH AS DORMERS,BOX BAYS,ETC.MAY VARY PER HOME.SEE SYSTEMS MANUAL FOR CONSTRUCTION SPECS. H Raup - 3 -ATE: 8. HVAC SYSTEMS AND GAS LINE SYSTEMS MAY BE SUPPLIED,INSTALLED,AND INSPECTED ON SITE BY OTHERS. 4/13109 4-09-2009 9. ANY FURNACE INSTALLED MUST HAVE A MINIMUM AFUE OF 78.0. ENG.NO.: 10. SERVICE PANEL MAY BE LOCATED IN GARAGE. Approval limited to E01239 11. 221/2'x301/2'ATTIC ACCESS REQUIRED WHEN CLEAR HEIGHT OF ATTIC IS 30"OR GREATER(5/12 ROOF OR GREATER). Factory Built Portion E 13 Job Truss Tnss rype City ay Manoril Hornes(I C-06) 41538 HM507010 HINGED MONO 1 1 2T4^wiDe7/12hinged mo 0 Universal Forest PkOduds,Inc.Plant#274,Parker PA 16049 EnDesired b AMc Small 1as•7 6,500s Nov 1132006 MTek Industries Inc Men My a 1414.05.392D07Peg.7 2-2-g 13-5-12 13- 14 8-3-14 ' z.11-5 +y"oolkmuyryyr 8 _ OF MIO $` OFM fp . ,`1rTlsuCA Jrirr �P4E a s N/09 r�P.�k.�W F F Std ifA rp. 4'Qh .. Hpt�++ `?.z- •a2 r� s �'f4 � 5O �i� O IcSa7 #• : KEVIN ah; � Ac �I .o py�ee��n�At+ , BE 41eE .mP .. KEVIN W R 2Q_SEAL,2yr-v t = FREEMAN ENG NEER . 'O r .tt c pp BP0><14 F.,EF3MN _ 026074 - m No, +u y9 heti. d. q G/04 x312 12 1y6 'AOS f7�BN64.0 +'1�t fsN v4• ,Z *P . 09.1'179 .'�'V, .y4C.ss a---- IG CtpR e`-� �O9oraNunr,10" n) y r rys `70NA1.� yirlrWrrm 1G;,v3. OFE5510� f i / T2 QE NEty wYyAl-4(1pE11uONFnr-1p7rr7 b; 2 p 700 1Nv n<rrya.y e1-1--0---0-+ O .00antilever! l BEHtBA PFS Corporation # $ ,9Z 14 c °O ftF8lS7F8fP REACTIONS QNMI 4x42 3 Northeast Region }KEVIN .•*% utV PROFfSS10NAL �'o: 7 496/Mechanical 2x5\�(one fade) APPROVED 1.. W' W. p A, 6 01MechamWl 3x12 it 1x4 I R, ru v FREEMAN g KEVIN W.FREEMAN 7 57710.3-8 4 11 0-1..82 10 N Raup 3 .Z• .O E-65329 �n . . i Max Hotz _ n 5x5= !" 4/13109 u^ O Cr + 9 O 217�- . .. e -153(Lc ta) �qr 1 ApprovalENGINEER 1 = 4B5(LC 9) rpt I" Fadpry BBik Portion. AgQFES$10Ny'� 'Max Uplift dl rs 1x4 II 1x4 II T_ �:,;S,O�A4 ,�i.�'r �•s_�;µSY IV��+tkt1. 1 _ 3oa(LC a) Optiona[-� 2-2-9 7-2-9 145-12 5 y . .4JHl!U Max Grav 1-0-0 CantBever 2-2-9 580 B-3-3 1 = B78(LC 18) Plate Offsets%, 1:Q1-121-I3-0, t;pOE,0.1-b 7/Y1-12.0-2-0, 300-8,03.4,VkD qn-,-6, 4:0-0-]7,0-1-2, A-1-12.0.2-8 BPACING: PSI LOADING:(psi) - LOADING: I.O-D SPACING 2-0 0 CSI OEFL in be Otle6 Vd PLATES GRIP LOADING(psQ LOADING(psf} LOgpING(psf) ( ) TOLL 30.8 TCLL 46.2 TOLL 61.6 Plates Increase 1.15 TC 070 V.rl(Ll) -0.32 7-0 =497 249 MT20 ]WIlea (Ground Snavr�0.0 Ground Snovr-60.D Lumber Increase 1.15 Be 1.00 Ve TIL -0.75 747 x209 160 Mill 1411138 ( ) (Ground 3WW=eD.Oj rt( ) TCDL TO TCDL 10,5 TOOL 140 Rep Slmsslncr YES WB 0.03 Horz(TL) 0.03 7 rife nla BCLL 0.0 BOLL 0.0 BOLL DA Code ISC2006/TP12002 (Metro) Waig 16616 BCDL 10.0 BCDL 15.0 BCDL 20-0 LUMBER FORCES (Ib)-Maximum CompressioNMadmum Tension 2)Wind:ASCE 7.05;147mph@16in o.c.;h=301;TCOL=4.2psf; 13)Pmvida mechanical connection(by others)oftniss to bearing plate TOP CHORD 2 X 4 SPF N0.2Except 722 XBSPF No.2 psi;BCDL=8.0 f Category ll;Ex p rbsetl;g TOPCHORID C;enMWFRS gabc le ad and C-C capable ojointwielstacding 547 lb uplift at joint 7 and 3081b uplilt at joint 1. 1-2 = -16031382 2a = -679141 Exterior(2)znna; Lumber OOL=i BOplategdp DOL=1.33.Th's"N is 14)This buss is designed in accordance With the 2000 International SuBdirg BOTCHORO 2X 4 SPF Bad 3-12 - 67" 4-12 _ 360/95 designedfor O-C for members and forces,and for MWFRS for reactions Code section 2306.1 and referenced s@ndaN ANSIfrPI t. WEBS 2 X 3 X4 SPIFO Stud, Wr specified W72X4 SPF Stud,W22X4SPF Not 45 = -311/108 SB _ 482/118 15)Ifshown,field Installed members are an integral pert offidsdasign To - EV2 2 X 8 SPF Na.2 7-10 = -5181475 3)TOLL:ASCE Y-O5;Pg--40.0 psf(ground sinew);Ps=30 a psf(roof snow): ensure paper performance,all geld insta Ilea members must be installed WEDGE Category It:Exp C;Partially Exp.;Ct=7.1 - Pnorto apPlyitg arty loatlmg to the lnss. Left:2 X 10 SPF No 2 BOT CHORD 4)Raaf design snow load has been reduced m account for slope. 16)Take precaution to keep the chords in plane,any bending or Iwisbng of t3 = -8011185 &a = -80811185 6)Unbalanced snow loads have been considered for this design. the h'Irgs plata nest be repaired before the building is put into service BRACING 78 = -e06I1785 6)This ln=has bean d eslgneer as par IBC Sed.1805.311 Lead reduction 17)Truss has been designed per 2003 ISO Sec 2308.1071;2003 IRC TOPCHORD WEBS for mulfiple live loads. R80216. Stcucluml word steafh6y directly applied ar3-0-tt no 4-10 = -59Z543 2-9 = 0/424 7)This truss has been designed for a 100 psf bottom ciord live load 18)Thew has been designed per 2006 IBC Sec.2303A2:2008 IRC 5 ec purlins.except end vetticals. nonconcurrs .2 nt With any other live bards. 802.10 BOT CHORD 2-11 = -964!552 Yn1 = -977!547 8)Ali plates are MT20 plates unless othmvdso indicated. 4�. 8.11 = 018719j Truss has been designed per 2002 BCNYS see 2303.4(Bufidug Code of Rigid ceiling dimc[yapplied ort-2A ochregng 'r•} 9) San BEH180ETAILS for plata placement. New York Slate) WEBS -' - 10)PrOVISIOn9 must be mad a to prevent lateral movement of hinged 2D)Truss has been designed per 2002 RCNYS PZ02102(Residental Code - - - 1 Rowe muff 2-7 member(s)during transportation. of Nev,Y;ek State) REACTIONS (Ihls¢e) REQUIRED FIELD JOINT CONNECTIONS 11)All additional member connections shall be pmvidsd by others for fomes 21)Tnrefi has been designed per 2003 MI Building Coda,Seo 2303.4. 7 = 495IMechanlcal -Maximum Compression(bY Maydmum Tension(Ib)/ as indicated 22)Tress has been designed per 21703 Mi Residential Coda,Seo.R802.10. 1 = 5771038 Maximum Shear(fby Maximum Moment(lb-in) 12)•This truss has bean designed for a live load ar20.opsf on the bottom 23)Tress has been designed per 2004 OH Residential Code,Sec.802 102 6 = O/Mechanical 5-2347114192/0 1D=592/5131287/0 Chord in all areas whom a rectangle 3-6-0 tall by 2-0.0 wide will fit between 24)Based on:HM507005 Charges:IBC 2008 Max H02 the bottom chord and any other members. 6 = 1553(LC ®a - WARNING •Verifydeslgnpam.eterSandREADIVOTES unlw9m Fwa:l waw[m.ln[. 20o1EAsreslruNErm.NE vies:Uplift U ) NOTES n,ie bppQ^ PHONE(018}9014161 FI%(01fi}345-0060 GRANm HAP�4.M14850 9vampaneo111vaoMyLmnE.A.,Ep, loaGe edam B,ix dors. Comfiu[fionaMN.Tbla do.Mw mlbven uj tln" stxkhsOdm Bempen5ihb 7 _ -547(LC 0) 1)Wind:ASCE 7.05;1201@24ino.c.;1�30ft;TCDL=2.8psf. mrf'°^smeewd.eed comm deayn ammerreepvmibibdn aro dbnnae webraoebon zsalrvn-zwz.mina dorgn le nasod myeponpatvnamrsewwn,atd ismr 1 = 30B(LC B) BCDL=4.Opsf Category It loop C;enclosed;MWFRS gable end nine and en marduvl Adin,c..,mwnt w be ie Wimr mleaao4 we.9,Appranmryemespn prmmemir am pmperle[vparama oc-rc,n..lsmspensielnyefb„imi,p , 1 Max Gray OCEderbl(2)mne; Lumber DOL=1.60 plata grip DOL--133 Thisilessis dotiywn mtai¢s bsigrla[BneMg-n-nk611---'euppoa OWI-.If nab msnrbarepNy.Add'Ibnvl'atrymry bmdng lo'mwn apWilyWrin9 wra0udivn + 7 774(LC 18) designed for GC for members and forces,and for MWFRS lorreadions is Ne uePm=batyot th.erecmr.AddifnnelpemlenantOmceq on ltb owmll efiwNra is Pe mapamibirityortln bnid'wjdetignec Fw genera{Bvi]an[e rePaNig 1 - 91LC16 specified. Mbdubanauaab wnwk amraeb.4ekvcry a.a.nend bm[oto consort BOSH-0s wm woad Tmae 1yaeInn1m1oan1 rmm Prom leffimre Be[bNm.maubnamraN. fiord Wovd Trus(gntrcY otAmario 6900 ENarprko LN,INaYison,WI b110 JimyparNdimkeupptlwrpm�eaWptpa (�„m'egMa00l by VnNueal Fa�ut Pmduen,be. �i.r1la Commonwealth of Massachusetts Manufactured Buildings Program Transmittal Form for all correspondences relating to Manufactured Buildings and Building Components To: Linda McAlister , Manufactured Buildings Program Phone Number: Date Transmitted Linda.McAlister @state.ma.us 508-898-0167 04.10.2009 Commonwealth of Massachusetts 167 Lyman Street / P.O. Box 1063 Board of Building Regulations and Standards Hadley Building-Ground Floor Westboro Massachusetts 101581 The person forwarding this material shall complete the following portion of this transmittal Name of Person MC Number I TPIA Number Transmitting Material MELISSA A.DYER 201 The following information is being transmitted to the Board of Building Regulations Please indicate the Distinct and Standards and/or the Department of Public Safety for reasons detailed below Model and/or Serial Use (Please check the appropriate box or give a further description of the transmitted Number pertaining to Group items under the section labeled other, Be sure to identify the appropriate Use Group.) transmitted items Building Plans for Review and Approval ❑ Building Plans forwarded as a record copy for your files (Review not required) - E01239-NICHOLS R4 Revised building plans for review. (Please clearly identify revisions on the plans.) Revised Building Plans forwarded as a record copy for your files El not required-Please clearly identify revisions on the plans.) Compliance Assurance Programs Original Submission Modification to: Calculations Manual Original Submission Modification to: Installation Manual Original Submission Modification to: Systems Drawings Original Submission Modification to: Other-Provide a detailed description of any other materials which are being transmitted. Identify any.rev19i0ns Clearty along with BBRS number, Also, identify the requested action. Site Location: 53 INTERVALE ROAD SALEM,MA 01970 ESSEX COUNTY The office transmitting this information has reviewed the above mentioned and attached materials and has found them,to the best of our knowledge and abilities,to be in compliance with the codes and i or rules and regulations for the Commonwealth of Massachusetts'Manufactured Building Program,as applicable Harold © ' Raup Signed By /'" 2009.04.13 Signed By for TPIA: 15:24:17 BBRS No: assigned by Mass. for MASS: -04'00' (� ''�"`Print Form`fw`' . t REScheck Software Version 4.2.1 Compliance Certificate PFS Corporation Northeast Region Project Title: E01239-NICHOLS-NS309-A APPROVED Energy Code: 20061ECC H Raup — 3 Location: Salem, Massachusetts 4/13(09 Construction Type: Single Family Approval limited to Building Orientation: Bldg,faces 135 deg.from North Conditioned Floor Area: 1966 ft2 Factory Built Portion Glazing Area Percentage: 16% Heating Degree Days: 6268 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 531NTERVALE ROAD NICHOLS MANORWOOD HOMES SALEM,MA 01970 THE HOME STORE 46 PLEASANT VALLEY ROAD 73 STATE ROAD P.O.BOX 169,ROUTE 443 BOX 300 PINE GROVE,PA 17963 WHATLEY,MA 01093 Compliance:3.7%Better Than Code Ceiling 1:Flat Ceiling or Scissor Truss 984 38.0 0.0 30 Wait 1:Wood Frame,16"c.c. 219 19.0 0.0 10 Orientation:Right Side Window:3857:Vinyl Frame,Double Pane with Low-E 15 0.330 5 SHGC:0.25 Orientation:Right Side Door:7280:Glass 40 0.390 16 SHGC:0.31 Orientation:Right Side Wali 2:Wood Frame, 16"o.c. 219 19.0 0.0 12 Orientation:Left Side Door:3680:Solid 20 0.180 4 Orientation:Left Side Wall 3:Wood Frame,16"ox. 288 19.0 o.0 15 Orientation:Back Window:3433:Vinyl Frame,Double Pane with Low-E 16 0.330 5 SHGC:0.25 Orientation:Back Window:3041:Vinyl Frame,Double Pane with Low-E 9 0.330 3 SHGC:0.25 Orientation:Back Window:3857:Vinyl Frame,Double Pane with Low-E 15 0.330 5 SHGC:0.25 Orientation:Back Wall 4:Wood Frame,16"ox. 288 19.0 0.0 12 Orientation:Front Window:3857:Vinyl Frame,Double Pane with Low-E 60 0.330 20 SHGC:0.25 Orientation:Front Door:3680-G:Glass 20 0.180 4 SHGC:0.31 Orientation:Front Wall 5:Wood Frame,16"o.c. 219 19.0 OA 11 Orientation:Right Side Project Title:E01239-NICHOLS-NS309-A r Report date:04}09(09 Data filename:Z:\Dwg_Dala\Manorvocd Projects\E01001-E01250\E01239\PERMIT\E01239-reschk.rck Page 1 of 5 Window:3857:Vinyl Frame,Double Pane with Low-E 30 0.330 10 SHGC:0.25 Orientation:Right Side Wall 6:Wood Frame,16"o.c. 219 19.0 0.0 12 Orientation:Left Side Window:3857:Vinyl Frame,Double Pane with Low-E 15 0.330 5 SHGC:0.25 Orientation:Lett Side Wali 7:Wood Frame,16"o.c. 288 19.0 0.0 16 Orientation:Back Window:3433:Vinyl Frame,Double Pane with Low-E 8 0.330 3 SHGC:0.25 Orientation:Back Window:3857:Vinyl Frame,Double Pane with Low-E 15 0.330 5 SHGC:0.25 Orientation:Back Wali 8:Wood Frame,16"ox. 288 19.0 0.0 12 Orientation:Front Window:6058-AT:Vinyl Frame,Double Pane with Low-E 24 0.440 11 SHGC:0.31 Orientation:Front Window:3857:Vinyl Frame,Double Pane with Low-E - 60 0.330 20 SHGC:0.25 Orientation:Front Floor 1:Ail-Wood Joist/rmss,Over Unconditioned Space 984 19.0 0.0 46 Furnace 1:Forced Hot Air 85 AFUE 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 2006 IECC requirements in REScheck Version 4.2.1 and to comply with the mandatory requirements listed in th�net REScheck Inspection Checklist MELISSA DYER-SALES DRAFTING )/ at-" 04-09"2009 Name-Title Signature Date PFS Corporation Northeast Region APPROVED H Raup- 3 4/13/09 Approval limited to Factory Built Portion Project Title: E01239-NICHOLS-NS309•A Report date:04109/09 Data filename:Z:\Dwg_DataWanorwood Projects\E01001•E01250\E01239\PERMI7\E01239-reschk.rck Page 2 of 5 REScheck Software Version 4.2.1 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Wails: ❑ Wall 1:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 4:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 5:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 6:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 7:Wood Frame,16"o.c.,R-19.0 cavity insulation Comments: ❑ Wall 8:Wood Frame,16"ox.,R-19.0 cavity insulation Comments: Windows: ❑ Window:3857:Vinyl Frame,Double Pane with Low-E,U-factor.0.330 For windows without labeled t)-factors,describe features: Wanes—Frame Type Thermal Break?_Yes_No Comments:STANDARD EGRESS WINDOW ❑Window:3433:Vinyl Frame,Double Pana with Law-E,1-1-factor:0.330 PFS Corporation For windows without labeled U•factors,describe features: Northeast Region #Panes—Frame Type Thermal Break?—Yes—No APPROVED Comments:STANDARD KITCHEN WINDOW N Raup — 3 ❑ Window:3041:Vinyl Frame,Double Pane with Low-E,U-factor:0.330 4/13/09 For windows without labeled 1.1-factors,describe features: Approval limited to #Panes—Frame Type Thermal Break?_Yes—No Factory Built Portion Comments:STANDARD BATH WINDOW ❑ Window:3857:Vinyl Frame,Double Pane with Low-E, U-factor:0.330 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?—Yes—No Comments:STANDARD EGRESS WINDOW ❑Window:3857:Vinyl Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled 11-factors,describe features: #Panes—Frame Type Thermal Break?—Yes—No Comments:STANDARD EGRESS WINDOW Project Title: E01239-NICHOLS-NS309-A � Report date: 04/09109 Data filename:Z:\Dwg_DataWanorwood Projects\E01001-E01250\E01239\PERMIT\E01239-reschk.rck Page 3 of 5 , Y ❑Window:3857:Vinyl Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break?—Yes_No Comments:STANDARD EGRESS WINDOW ❑ Window:3857:Vinyl Frame,Double Pane with Low-E, U-factor:0.330 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?—Yes__No Comments:STANDARD EGRESS WINDOW ❑ Window:3433:Vinyl Frame,Double Pane with Low-E,U-fampr:0.330 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?_Yes—No Comments:STANDARD KITCHEN WINDOW ❑ Window:3857:Vinyl Frame,Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes—Frame Type Thermal Break?_Yes—No Comments:STANDARD EGRESS WINDOW Cl Window:6058-AT:Vinyl Frame,Double Pane with Low-E,U-factor:0.440 For windows without labeled U-factors,describe features: #Panes—From Type Thermal Break?—Yes_No Comments:ARCH TOP PICTURE WINDOW ❑ Window:3857:Vinyl Frame,Double Pane with Low-E, U-factor:0.330 For windows without labeled 1.1-factors,describe features: #Panes—Frame Type Thermal Break?—Yes_No Comments:STANDARD EGRESS WINDOW Note:Up to 15 sq.R.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door:7280:Glass,U-factor:0.390 Comments:STANDARD SLIDER ❑ Door:3680:Solid,U-factor:0.180 PFS Corporation Comments:ENTRY DOORS Northeast Region ❑ Door:3680-G:Glass,U-factor;0.180 APPROVED Commenls:ENTRY DOORS H Raup - 3 Floors: 4/13/09 ❑ Floor 1:All-Wood Joistffruss,Over Unconditioned Space,R-19.0 cavity insulation Approval limited to Comments: Factory Built Portion Floor insulation is Installed in permanent contact with the underside of the subfloor decking. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air:85 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated From the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: Project Title: E01239-NICHOLS-NS309-A Report date:04/09/09 Data filename:Z:0wg_Da1a\Manonvood Projects\E01001-E01250\E01239\PERMIT\E01239-reschk.rck Page 4 of 5 r Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: F) Materials and equipment are identified so that compliance can be determined. Q Manufacturer manuals for aft installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the Insulation_ Duct Insulation: Ducts in unconditioned spaces or outside the building are insulated to at least R-8. 0 Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. Duct Construction: Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. Lj All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181A or UL 181 B. Building framing cavities are not used as supply ducts. Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: 0 Circulating hot water pipes are insulated to R-2. I] Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Q HVAC piping conveying fluids above 105 degrees F or chilled fluids below,55 degrees F are insulated to R-2. Certificate: 0 A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-tactors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) PPS Corporation Northeast Region APPROVED H Rau - 3 4/13/09 App;oval limited to Factory Built Portion Project Title: E01239-NICHOLS-NS309-A Report date:04/09/09 Data filename:2:\Dwg_Data\Manorwood Projects\E01001-E01250\E01239\PERMIT\E01239-reschk.rck Page 5 of 5 ' * 2006 IECC Energy [NJ/' Efficiency Certificate Ceiling t Roof 38.00 Wall 19.00 Floor t Foundation 19.00 Ductwork(unconditioned spaces): r. Window 0.33 0.25 Door 0.39 0.31 Forced Hot Air Furnace S5 AFUE Water Heater: Name: Date: Comments: PFS Corporation Northeast Region APPROVED H Raup - 3 4113109 Approval limited to Factory Built Portion dos HS-Nichols E01239 Garage SHEET NO. 1 OF 24 CALCULATED BY DB DATE 3/27/2009 217 East Main Street•Middleburg,PA 17802 CHECKED BY DATE Phone(670)837.0577•FAX(570)837-0585 - Structural Calculations for Wind Design OF Sic o� DAVID S. ?c Deslan Criteria BILLINQSLEY CMI, y No.47709 PFS Corporation Northeast Region '^\ 9FQ/8 APPROVED AL N� Location: H Raup-3 ./!13109 Approval limited to 4/13/09 —' Factory Buadt Portion MA 100mph Exp C or less . Building Description: 'Re;Identlal One Story, iModular Wood Frame lConstructioil';: Codes: MA State Building Code,7th Edition National Design Specification for Wood Construction ASCE 7 Seismic Criteria Seismic Design Category(SDC) B Short period design spectral response acceleration(Ss) 0.33 Basic Wind Speed V= 100 mph (3 second gust) Exposure= C Wind Exposure Adjustment Factor= 1:21. Snow Load Ground Snow Load= 40 psf aos HS-Nichols E01239 Garage SHEET NO. 2 OF 24 Ca.CuureD 9Y DB DATE 3/2712009 CHECKED BY DATE Of Design Cr teria Cant. 4tH Ssq ` DAVID E. BILLINGSLEY CIVIL b, No.47769 Floor Diaphragm Aspect Ratio 9r MALap��¢ Length of side(Lt)(house width)= 26 ' ft. Length of side(LZ)(house length)_ . 22' " ft. 9/23!09 L2/L = 085 ; < 4:1 OK Max Mean Roof Height= 15;s ft. Roof Framing Span(Horizontal Projection)= 13 ft. Roof Framing Spacing= 21 in.D.C. Roof Overhang Length= 1' i'-ft. Roof Slope= ? 12` < 12 :12 OI ' Roof Diaphragm Aspect Ratio Length of side(1-1)(house width)= 26 ft. Length of side(1-2)(house length)= 22 ft. L2l Lt = 0 85,1 ; < 4:1 OK' Roof/Ceiling Assembly Dead Load= 15' psf Roof Framing Type= `, Truss Truss ID# HM507010 LAppro,,ml orporation ast Region ROVEO (viae tlpgft at Marriage Wali 547 lbs per truss eap_s 13109 limited to tvlaz uplift at S�dewa4 Watt 308 lbs per truss Built Potted JOB HS-Nichols E01239 Garage SHEET NO. 3 or 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Design Criteria Cont. 1 st Story Loadbearing Wall Height= 8, ft. Wall Stud Specifications= 2x{i SPF#3 Wall Stud Spacing= 18 in,o.c. Shearwall Segment Aspect Ratio tat Story Shearwall Height= B. . ft• OSB-PLY GYP 1st Story Minimum Shearwall Length= H/3.5 2.29 ;fL 1,111.5 = 5.33' ft. 1 st Story Wall Length Available for Full Height Sheathing Lrn„t= 5.50 ft. 1st Story Maximum Unrestrained Opening Height Heont= 90 In. o� 6AVtD E. �c. BILLIN(l3LEY � C11+IL a, No.47789 "4✓ �F �e� T ��0\�" � NAL 4/13/09 PPs coroaraHon wortheast Reglan APPRpVED wRaaP-� mt.rma ' Approval l4nlled to E@C[pxy BOTI PartIIX1 J • A y<PDFMA� D JOB HS-Nichols E01239 Garage DAVID E. 'f SHEET NO. 4 OF 24 BILLINGSLEY CALCULATED BY DB DATE 312712009 �. GIVIL. y, NO.47769 CHECKED 6Y DATE a . 9 � �qr NAL& � � Shear Connections 4/13/009 Roof Pitch= 7.12;' Roof Height= t 6 5631;ft Roof Span= 13 ft. 3 Seo Gust Wind Speed- 100.; mph Wind Exposure= C Wind Exposure Adjustment Factor Max Well Height= ;. .8 :` ft End Zone Length-` ;8;00; ft Building Length= 22 ft Floor/Ceiling Depth= 1,33:. ft Horizontal Design Wind Pressures (Enter 10psf as minimum value or if value is less than zero) End Zone Wall Horizontal Pressure= . .J7:6, psf MWFRS Figure 6-2 Zone A End Zone Roof Horizontal Pressure= `:122 psf MWFRS Figure 6-2 Zone B Int.Zone Wall Horizontal Pressure= 14;2.' psf MWFRS Figure 6-2 Zone C Int.Zone Roof Horizontal Pressure= 10, psf MWFRS Figure 6-2 Zone D Average Wall Horizontal Pressure = 16716' psf (Wall End Zone Press x 2 x End Zone Length )+[Wall Int.Zone Press x(Building Length-(2 x End Zone Length)] Building Length Average Roof Horizontal Pressure= 1:1';2?:psf (Roof End Zone Press x 2 x End Zone Length)+[Roof Int Zone Press x(Building Length-(2 x End Zone Length)] Building Length Perpendicular to Ridge Roof Diaphragm Load = !. 1.60:8:pif (Ave.Roof Hor.Press.x Roof Height) + (Ave.Wall Hor.Press,x Wall Height/2) Adjusted Roof Diaphragm Load= 196: pif Multiplied by Wind Exp.Factor Floor Diaphragm Load [Ave.Wall Hor.Press.x(Wall Height+FtoortCeiling Depth)] Adjusted Floor Diaphragm Load= *182 ' pif Multiplied by Wind Exp. Factor Parallel to Ridge Roof Diaphragm Load = 112;7 pif (Ave.Roof Hor.Press.x Roof Height/2) + (Ave.Wall Hor.Press.x Wall Height/2) PFS GmP¢ratian Adjusted Roof Diaphragm Load= -'.-136 ' pif Multiplied by Wind Exp. Factor N¢rth¢asf R¢glan APPROVHD R Raaf-a Floor Diaphragm Load= 1:5t%pif Same as Perp to Ridge Floor Diaphragm Load anaron App.wellimieEfo Adjusted Floor Diaphragm Load 1182,:. pif Multiplied by Wind Exp. Factor Facfiary 8uiit V9nMn ' JOB HS-Nichols E01239 Garage SHEET NO. 5 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Shear Connections-Wind(cont'd) Total Shear Capacity Requirements Wind Perpendicular to Ridge Wind Parallel to Ridge "root 195 plf W wt = 136,-: plf wnoor , ' 182 ?lplf Wnoor= 182 plf L 22 ,,,lft. B= 26 ft. Vroof=wroor x L=i 4280;,-j Ib Vroof=wroor x B = 3546 'Ib Vryoor=Wfloor x L "4014=E Ib Vfloor=wfloor x B= 4744 !lb Shear Tranfer Connection Capacity Requirements vroof=Vroof/2/B pif vroof=Vroof/2/L= 81 plf vfloorl =Vroof+Vfloorl 12/B X60:. plf vnoorl =Vroof+Vfloor 12/L= 188 :plf OF MAc o� DAVID E, yG atLLINOBLEY m �- CIVIL y ND.47789 A'b 9Feta"t t NAL• PFS Carporaeon 4/13/0 9 Northeast Region APPROVED H Raup-3 1'13;09 Appmvai Ilmitotl to Faa.ry Built Portion _ HS-Nichols E01239 Garage SHEET NO., 6 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Shear Connections-Seismic fcont'dl ASCE 7 Total Shear Capacity Requirements-Seismic Seismic Design Category= 8 Weights: Factors: W roof= 9724.Ib R= 6.5 . 'Table 12,14-1 Wswall= 132.0(;lb F,= b4 ' Sectlon 12.14.8.1 Wewall= 156Clb F= 1 ; Section 12,14.8.1 Wgable= 780 ';ilb S,= 6.j3 ,Se=ction 11.4.1 Wfloor= I:5Y20'?ib I y'v DFMgs` O Wtaai= 1 lb DAVID S. Z� BILLINGSLEY °v CIVIL y Seismic Base Shear,V: Section 12.14.8.1 No.47769 S03= 2/3xF.xS. y V= F x SDs x Watm = 965 ; Ib ti�Jtl✓\� I NAL R 4/13/09 Vertical Distribution, Fx: Section 12,14.82 Fa = wa x V W twat F„,= 671:. lb Floor Diaphragm Load= 1078 Ib PFS Co.po afian Fxft.d= 107,9 °lb NortNonst Ragion � APPROVED ti Roup-3 .. - .. 4;13/09 Aw'.1[Ito to ra,,t.,Saf PoW°^ Diaphragm Unit Shear Capacity Requirements B= 26 .ft. L=, 22 ft. Perpendicular to Ridge Wind Parallel to Ridge vroof=Fx.roof/21 B=, .5.13 '=pit vroof=Fx.roof 121 L= 15 .: pit 1st floor down from roof vffoorl =Fx.floorl 12/B=',:'2],, pit vflocrl =Fx.floorl/2/L= ..25, pit I JOB HS-Nichols E01239 Garage SHEET NO. 7 , OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY - DATE Shear Connections(contad) Shearwall Unit Shear Capacity Requirements o� DAVID BILLIN08LEY CIVIL y No.47769 4/13/09 Shear Perpendicular to Ridge 1st StoryWall(Shearwall Supports Roof&Ceiling) Wall Length Available for Full Height Sheathing PFS Corporation Shear Parallel to Ridge Northeast Region APPROVED 1st Story Wall (Shearwall Supports Roof&Ceiling) H Reap-3 anvnv Wall Length Available for Full Height Sheathing Appeival limited to - p Fapmry spilt Petition Lh g= I"15.5o +ft. /o -i' 25 pont= Shearwall Unit Shear Capacity Vwell front=Vroof!2 Lfront= 322,: .plf Wind,Controls` JOB HS-Nichols E01239 Garage SHEET NO. S OF 24 CALCULATED BY DB DATE 3/27/2009 ' CHECKED BY DATE Shear Connections Icont'dj o� DAVID F. yc BILLINGSLEY CIVIL H No;47789 A / NAL t 4/13/09 Shear Capaclty of 1st Story Perforated Shearwall Assembly Percent Full Height Sheathing Wind Perpendicular to Ridge 1 Wind Parallel to Ridge °/Brronr 2$ i" Maximum Unrestrained Opening Height 1st Story Wall Height- ! 't3.ft. PFS Corporation N.rO east Region APPROVED H Raop-3 Wind Perpendicular to Ridge Wind Parallel to Ridge i/13M1l9 _ i1PP'W.'l'_.h '. Hfr,,, _90 i- In. Factory Built Portion Perforated Shearwall Capacity Adjustment Factor Wind Perpendicular to Ridge Wind Parallel to Ridge Fhopr= 0.43: . JOB HS-Nichols E01239 Garage SHEET NO. 9 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKEUBY DATE � �tNOFM,gs c Shearwall Design DAVID E. 9G BILLINGSLEY Shear Capacity of Segmented Shearwall Assembly 7769 Framing Species Specific Gravity G- .0:42,' �a` \j} / NAG 4/13/09 1st Story We]I-Front ;-,'SEGMENTED;, iB"t1SB wl Bif halls @ 4",o.C.panel edge 8112"ox.field nailing(e)derior) Tabulated Value= ` 350plf vn= 1.40(Tab.Value)= 490? !plf Va 0: .pif . Shear Capacity of Shearwall Assembly yr 490 Alf + .' o `plf = ' �490> plf > 322 Alf OK PFS Corporation Northeast Region APPROVED .. - H Rauf-3 4/13/09 Factory Built Portion JOB HS-Nichols E01239 Garage _ SHEET NO. 10 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Diaphragm Chords Check Tensile Strength of Top Plate to Transfer Chord Force- Tensile strength controls vs.compressive 2x6 SPF#3 Sample Calculation Nominal Tensile Stress F, psi ANSI/AF&PA NDS Table 4A Load Duration Factor CD 1.6 ::: ANSI/AF&PA NDS Table 2.3.2 Size Factor Cr= 1 3 ANSI/AF&PA NDS Table 4A Allowable Tensile Stress F = Ft CD CF= 'i520,. ;psi ANSI/AF&PA NDS Table 4.3.1 Net Area of Stud A= 8.25 Inz Allowable Tensile Load Double 2x6-With Splices Pt=F,A= 4290 :!Ib Double 2x6-No Splices 9580 Ib Double 2x4-With Splices Pt=F,A= 3150'. lb Double 2x4-No Splices 6300 Ib Double 2x10-With Splices Pi=F,A= i 5550 Ib Double 2x10 No Splices _111001b Znail= -.;131 Ib 0.131"x3" Nails Minimum splice lap where splices are allowed= 6 ft 1 st Floor Endwalls T= `;"2140: Ib Single 2x6 Top Plate-No Splices Sidewalls T= 1773.l lb Double 2x6 Top Plate-With Splices& Staggered Spacing of 2 rows of 0,131''x3"Nails @ 10 . in o.c, ��yza OF 11gp- DAVID E. BILLINGS EY �^ u CIVIL y No.47769 A 9FG STBP� LJ NAL N 4/13/09 PFS Corporation Northeast Region APPROVED - HRaup-3 413109 - Appr.vW limited to Foatory Built Portion JOB HS-Nichols E01239 Garage SHEET NO. 11 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Shearwall Design(cont'd) Shear Capacity of Perforated Shearwall Assembly v=vs x Perforated Shearwall Capacity Adjustment Factor 1st Story Wall 1st Story Wall Height- (;'BH. Shear Perpendicular to Ridge Shear Parallel to Ridge Mii`st Use Segmented Shearwall Design Vfr.t 490plf x 0,43 209 OR1. 322:: plf NG: Note: Perforated Capacity limited to 490pif for Seismic and 666plf for wind � JP OF' DAVID E. �G WIL.LINU 'LEY v CIVIL y No.47769 PFS Corporation / q�9Fgr isP �� Northeast Region NAL APPROVED H Raup— 3 4/13/09 4/13/09 Approval limited to Factory Built Portion JOB HS-Nichols E01239 Garage SHEET NO, 12 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Reference Page 22 for Stud Capacity Example Calculation. Overturning Connections Check Capacity of Dead Loads to Resist Overturning Loads Length of side(1-1)(house width)_ f' 26`'.':Ift. Length of side(1-2)(house length) 22' ; ft, Dead Load Resistance to Overturning-Left Dead Load at Foundation Left= 65 pif Dead Load*(Length to Overturning @ Pivot Point/2)= 845 lbs*0.60= 507 Return Wall Dead Load= 150 "0.60= 0 Dead Load Resistance to Overturning-Front&Rear Dead Load at Foundation Front&Rear= 1150 plf Dead Load*(Length to Overturning @ Pivot Point/2)_ ': 1650 lbs*0.60= 990 Return Wali Dead toad= :':'65 *0.60= 0 Required Hol ddown Capacity T=vxh Segemented T=v x h/Co Perforated � ySN of MAS DAVID B. B4LLIN68LEY u CIVIL w No.47769 a+j�x�Fe� T69 Ate..._._...._..,.._ 4/13/09 1st Story Module to Foundation-Front SEGMENTED Wind Controls T 322 plf x 8.0 :ft. / 1 :. . = 2579 `ib + Ib 124 lbs DIL 2455 Ib Connector':Slmpson Strong-TIe STHp14RJ Fastener: wl 1/2 in min concrete cover and(38)16d.sinkers,locate 1.51n from corner Ailowable Load 5025 lb PPS Corporation Northeast Region APPROVED H Raup— 3 4/1110 Approval limited to Factory Built Portion JOB_ HS-Nichols E01239 Garage SHEET NO. 13 OF 24 CALCULATED 8 DB DATE 3/27/2009 CHECKED BY DATE Overturning Connections fconVdl Check Tensile Strength of Studs to Transfer Overturning Loads {2) 2x6 SPF#3 Nominal Tensile Stress Ft= 250 psi ANSI/AF&PA NDS Table 4A Load Duration Factor CO 1 6 ANSI/AF&PA NDS Table 2.3.2 Size Factor OF 10- ANSI/AF&PA NDS Table 4B Allowable Tensile Stress Ft'=Ft Co Cf ps€ ANSI t AF&PA NDS Table 4.3.1 Net Area of Stud A= 16.50':int Allowable Tensile Load Pt =Ft'A= 6600."ib > -2455 ib tNoF o DAVID E. yG Built-Up Column Fastener Specifications BILLINGSLEY CIVIL H No.47769 Load on Column= 2455 )b Wall Height= ti` ft V \ r AL Connector= M#ft x Sin nail Lateral Nal Value= 160, €lbs per nail 4/13/09 Qty of fasteners req'd 16 nails Use .=2 rows of nails !; 12 _"o.c.along length of column-stagger spacing between rows Space Between Rows shall be + 1 48 'min- , 2.96;"'max Distance from end of column to first nail shall be 2.22' `;"min .21664 '"max Distance from side edge of column to nail row shall be 0.74 :"min- ; 2.9.6 "max Adjacent nails shall be driven from opposite side of column All nails shall penetrate at least 3/4 of the thickness of the last lamination PFS CarParotion NortPoast Nogion APPR4Y@D N Raup-3 LIAPo9 ppOtovei fimlred to Fa[tpry Built Ogdion JOB HS-Nichols E01239 Garage SHEET NO. 14 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Slidina Connections Assume Typical Connection made with 0:131"x 3.W'Nalls in End-Grain. Specific Gravity of Member Thickness of Member to= 9..50. in. Lateral Capacity of Nails Z= 162 . lbs ANSI/AF&PA NDS Table 11 N Load Duration Factor CD= 1 6 ` ANSI/AF&PA NDS Table 2.3.2 End-Grain Nall Factor Ct = 0 67. j ANSI/AF&PA NDS 11.5.4.2 Allowable Lateral Capacity of Nails Z' = Z Co Cg _ ;;6,8 db ANSI I AF&PA NDS Table 10.3.1 Top Plate to Studs&Bottom Plate to Studs Req'd Nail Nails Load Capacity Req'd 253 lb 88:` lb cap .3 per framing member Bottom Plate to Floor Assume Typical Connection made with 0.131"x3,00'nails. Allowable Lateral Capacity of Nails Z' = Z CD = ':141 Ib ANSI/AF&PANDSTable 10.3.1 Req'd Nail Req'd ��tiOF 4tgc Load Capacity Spacing o� DAVID E. yd 253 ;!ib 141 '.tb cap 8, ;an o.c. BILLINGSLEY u CIVIL. a , No.47769 .Q J 'b 1NA 60 NAL. Na� PFs caporation P3mth"51 Region APPROVED 4113j09 N.R7_3 4!1)/99 Approval limftetl to Factory eailt Pafftpn JOB HS-Nichols E01239 Garage SHEET No. 15 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Sliding Connections fcont'dl ',A OF Aq o Design 1st Story Module to Sill Plate Connection o`' DAVID E. y BILLINGBLEY V CIVIL rn Assume Typical 1st Story Module to Sill Plate Connection made w No.47769 j0 1.'"x'3 Dana is. (� A��9F0� T8 n\LST J\I I NAL Specific Gravity of Member G= i'R42'." 4/13/09 Thickness of Member is .50, in. Nominal Lateral Capacity of Nails in Single Shear Z= 82 'i lb ANSI IAF&PA NDS Table 11N Load Duration Factor CD 1',6 ; ANSI/AF&PA NDS Table 2.3.2 Toe-Nail Factor Cb ANSI/AF&PA NDS 11.5.4 Allowable Lateral Capacity of Nails in Single Shear Z' = Z CD COt = 109- .'Ib ANSI/AF&PA NDS Table 10.3.1 1st Story to Sill Plate Connection-Left&Rear v = Vfloor1 160 plf Ref.Sheet 14& 15 Connection: 0.131",x 3"toenails @ , 6 "o.c. 1st Story to Sill Plate Connection-Front v = V0oor1 322'.;plf Ref. Sheet ` 14815 Connection: 0.131":.x3"1oenalls @ 4 .: "o.c. PFS Corporation Northoast Rogion APPROVED H Raup-3 Oit tip9 Factory!PP.ovB lilt Potion n built Potion JOB HS-Nichols E01239 Garage SHEET NO. 15 OF 24 CALCULATED BY - D13 DATE 3/27/2009 CHECKED BY DATE Sliding Connections Cont'd a . ASH OF Mgt's �A '✓o DAVID E. yc BILLINGSLEY t°t CIVIL y No,47789 A IST AL.. 4/13/09 PFS Corporation Norte - 2 1,T- Design Alternate 1st Story to Sill Plate Connection APPRovE0 R Rau---3 Mpro:ei„m and to FaeNry Hulil Pallon 1atStory toSill Plate Connection- Front v = VTloorl • :322, pit Connector SiMpsor Strong TI@ LTP4 Fastener: (12)0.13116 x 1 1/tin nails Allowable Load Ib Req'd Sliding Req'd Load Spacing 322:.,;plf 21 an. JOB HS-Nichols E01239 Garage SHEET NO. 17 of 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Sliding Connections fcont'dt Design Sill Plate to Foundation Connection Assume }!2"' dig.Anchor Bolts. Anchor Bolts shall be provided within 12"of the ends of each Sill Plate section. Specific Gravity of SSI Plata G= 0.55 Thickness of Sill Plate to= 1;50 -in. Nominal Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI 1 AF&PA NDS Table 11E Zii= 680 Ib Load Duration Factor ANSI/AF&PA NDS Table 2.3.2 CD= t,.5 Allowable Lateral Capacity for Bolt in Single Shear Parallel to the Grain ANSI 1 AF&PA NDS Table 10.3.1 Z' = Zrr CD= 11086 lb Required Sill Plate to Foundation Connections � ,A OF 4 DAVID P. �G 811.LIN(ASLEV CIVIL 5i No,47769 hST AL 4/13/09 Sill Plate to Foundation Connection-Front Vfioor1 =. .392, ;pit Ref.Sheet c_14&15 Connection: 1/2" '1"dla.Anchor Bolts Q 1 40, : "D.C. PFS Corporation Northeast Region APPROVED N Raap-3 4/1,1/09 Approval limited to Factory Built Portion JOB HS-Nichols E01239 Garage SHEET NO. 16 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Truss Field Connections Reference attached truss print Required Field Joint Connections-Compression(lb)/Tensions(Ib)/Shear(lb)/Moment(lb) Truss Number:.11M507010' Ridge Connection"6" 153 / 953 / 92 / 0 Use: 1 1 4'k x 12"x 20 ga steel strap w/(7)0.131x2.5"nails each end&(2)0.139"x3.0"nails toed Lateral Value 0.131'53"toe-nalled=82 x 1.15 Cd x.83 Ctn x2 nails=156 lbs Flip Connection"Y 234 / ..114 / 92. / 0 Use: 1 1t4"x12"x 20 ga steel strap w1(7)'0:131x2.5"nails each end&'(2)0.131"x3R"nalis toed Lateral Value 0.131"x3"toe-nailed=82 x 1.15 Cd x.83 Ctn x 2 nails= 156 lbs Knsevwali Connection"10" 592` / 5113.. / 287 / 0 U90:1 114">x 12"x 20 ga steal strap w((7)4:131k2.5"nails each end&(4)0.931"it3.0"naiis toed Lateral Value 0.1$1"x3"toe-nailed=62 x 1.15 Cd x.83 Ctn x4 nails=312 lbs SA OF ac DAVID E, yc BILLINGSLEY ' CIVIL y No.47769 A Q '+b FQr r.EQ o�' . NAL PFS Corporation Northeast Region /4 9APPROVED 4/13 H Roup-3 4113/09 Approval Hoolyd to Faao y Built Portion JOB HS-Nichols E01239 Garage SHEET NO. 19 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Design Summary(con'd) Location Force Exterior Panel Interior Panel Reference � �tHOr o� DAVID I: BILLINGSLEY CIVIL rn No.47769 I TS / NAL 4/13/09 E Northei ist Region 1/d APPROVED HR map-3 A 3119 Approv kilimited to '(Q Factory Mit Portion d t N IstStoryWall-Front 7116"OSB w/8d nails @ 4" 322 pit o.c.panel edge&12"o.c.field Sheet 9 Segmented nailing(e)derlor) Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used In Seismic Zones worse than C. JOB HS-Nichols E01239 Garage__ SHEET NO. 20 OF 24 CALCULATED BY IDB DATE 3/27/2009 CHECKED BY DATE 'Design Summary(con'd) Location Force Connection Fasteners Required Reference Use 2 rows of nails 12'o.c.along length of column-stagger spacing between rows Space Between Rows shall be 1.48"min-2.96"max Distance from end of column to first nail shall be 2.22"min- 2.664"max (2)24 SPF#3 Column 2455 Ib Sheet 13 Distance from side edge of column to nal raw shall be 0.74" min-2.96"max p Adjacent nails shall be driven from opposite aide of column v All nails shah penetrate at least 3t4 of the thickness of The East w lamination d N 7jAyM 6F DAVID P. oBILLtNtiFrLEY fo CIVIL y ND.47769 4113109- 1= a PFS corpora;ien Piort eas;Region PROVED Raup-3 4113/09 Ap oval limited to Fact ry Built Portion Note: 6d nails=0.131"x 2.5",10d nails At 0.146"x 3"&16d nails=0.131'x 3.25" unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Toe-Naffs may not be used In Seismic Zones worse than C. Joe HS-Nichols E01239 Garage SHEET NO. 21 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference OF MAss�c DAVID E. yc SILLILEY CIVIL y No.47769 0,QIST6 NAI. ''. N O 4/13/09 d e L. C 0 V to c E PFS Coryoration Northeast Region APPROVED VL 443!09 Approval limited to ,,m.,Still Pmm 1 st Story Module to Foundation-Front 1/2 in min concrete cover and - 24551b Simpson Strong-Tie (38)16d sinkers,locale 1.5in Sheet 12 _ STHDI4RJ from comer Note: 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"& 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used in Seismic Zones worse than C. JOB HS-Nichols E01239 Garage SHEET NO. 22 OF 24 CALCULATED BY DB DATE 3127/2009 CHECKED BY - DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference 0 Of'A44S`.O o� DAVID E. yc BIL LINaSLEY y � CIVIL y e No.47 6 O e 9FGMITE d \nye'.\J1 I NAL N. C C O Q PFS Corporation 4/13/09 Northeast Region C APPROVED C N Raup-3 y Approval timP to Factory 6ullt Portion 0.131"x3"toenails. 1st Story to Sill Plate 322 If Connection-Frani P @ 4 In OC NIA 15 Note: 8d nalls=0.131"x2.5" 10d nails=0.148"x3"$ 16d nails=0.131"x 3.25" unless otherwise noted An equal or better connection device may be substituted for any connection device listed. Staples and Toe-Nails may not be used In Seismic Zones worse than C. All fasteners Into sill plate must be corrosion resistant. JOB HS-Nichols E47239 Garage SHEET NO. 23 OF 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Design Summary(con'd) Location Force Sheathing Connection Reference c .c ro .°C Location 71x Connection Fasteners Required Reference x 12"x 20 ga steel strap Ridge Connection"6" )0.131x2,5"nalis each Sheet 18 &(2)0.131°x3.0"nails N toed O 0 12,1 x 20 ga steel strap C Flip Connection"5" w1(7)0.131X2.5'nails each Sheet 18 end& 2 0.131"x3.0"nails 0 1 114"x 12"x 20 ga steel strep teq� Kneawall Connection"10„ w/(7)0.131x2.5"nails each Sheet 78 and&(4)0.131'x3.0"nails toed t•� Location Force Connection Fasteners Required Reference C �SHOFAigS�9 0e CD BILL IN SAVIDLEY 0 CIVIL y o No,47769 ,$ C PPS Corporationg�I 7 reb O Koeaio at Regn I AL APPROVED V N Roup-3 4MM Approrol IM1"tl to 4/1 /09 O Factory 6ui"g"ian U. 8d nails=0.131"x 2.5';10d nails=0.148"x 3"&16d nails=0.931"x 3.25"unless otherwise noted An equal or better connection device maybe substituted for any connection device listed. Staples and Tae-Nails may not be used In Seismic Zones worse than C. JOB HS-Nichols E01239 Garage SHEET No. 24 of 24 CALCULATED BY DB DATE 3/27/2009 CHECKED BY DATE Design Summary(con'd) Location Force Connection Fasteners Required Reference N C W C C lCV .G i N } 0 Location TForce Member Sizes Splice Conn. If Req. Reference 1st Floor Single 2x6 Top Plate-No Spkes 2140 Ib Sheet 10 Endwalls 1st Floor Double 2x6 Top Plate-With Staggered Spacing of 2 rows Splices& of 0.1.31"x3"Naos 10 in oC 1773 to Sheet 10 Sidewalls 'y0 O U Cf sbgN OF rg4 - _ DAVID E. t� F BILLINGSLEY Y� O U CIVIL ti PFS corpora .. No.47769 O. xoMasst xegioa nnpxoVeo fap-3 {(\`,fir\\ xNAL faclnry Bulli Pnrtan 4/13/09 Minimum Lumber Grade and Species Is SPF 03 Minimum Splice Length is 6 ft 8d nails=0.131"x 2.5", 10d nails=0.148"x 3"&16d nails=0.131"x 3.25"unless otherwise noted M equal or batter connection device maybe substituted for any connection device listed. Staples and Toe-Nails may not be used In Selamic Tones worse than C. NNc.Nxfn yd I'll' is as $h DO j G � fill � bA PIIO IIO a4� � g eta Nilg Y it y Pn a nba �9 m j�d •xa z I $ V w E6tia i -- Hit I ,!Iffl[l 0 fill 3 11 111RN Clio l 4 HIT &aga� g r. ig Igo I $ d dun Rill �� Na� 0 $¢$&• ,, fige HII- wrl 21!1 1 ��oil 8t DAWDE. G ?yt o CNii. y N.47769 L "Gf t 4/13/09 d �4 W-r S- '1 1} `sfYi REAR GFRONM CONNECRONS: P�kNlnRRl6 DTM.SMN ..Sg 1 Gi N R I , ilt, Y 9g u 19 GFRONTCD o " 4j =jr==— FRONT xs n9• r-ts sr sr sav � 3 so P� xl'd J6'-C PFS Corpora NoM east Region P FIRST FLOOR APPROVED WKS TO N.WIL. TOiAt a WPl1 ]WtCGENINe wAl.t 5W[PACiOR BRACED N}, 8W RALEDWALLx xl& oWlAWllStMt BRACED wALL WAlt MEtlS WALLLaiE tME WALL WNA% MRDHE XMtNWAt1 NEKHt% PFR0. N.0 a mma GACTOR REQUWED FACTOR$_ METXob PEW M MFM N RAMP-3 y,�a dlILOV mnwVypy Ye R 9&T 011 8 6J ll3M1 1A AppramlHmitatl to pCF�,q 9.T T 8 &23 5 92 + 10 ;fi0 8 P¢pbry Mink Pmtlpn 1 3a N 81] • t0 1. Ex)o= y RIp 2 3C 6 @ i� at 3� of 4 ea tsx TO REAR N S HU 3 ��4 O ,t o 0 0 , VWM � 32 BIWN aft % SS& Wl v U O . r AL LU ir i 4/13/09 32 >o fa I % z FRONT o 9 g yFL89{ OFA/-E �� 9F,B51-E 4F£61{ � y C rEvvo-ul n°°0."^ S- T-iC Ste' 9.4Ys' 3-9P 6 SECOND FLOOR PFIC.9POratlBn oa x EAIFRNIR TOTAIWALL TO7K L0NOTN BWO:PD WAIL MAXtMPRING WALL OPGNTADJU0f0t ePABEB WALL BW BPAWNG 00AC0d WALL% %0049 W/AD0.IATMT NOIhOact RCgbn E((p$ WAti LWELBIGTt{ BkMED WALL WAN-% 31EICNr N6fMWAt2 NEWIiT% FACTORN6PLt0.6I BPAt81W I PA Oft REQUtNED FAAMR6 APPROVED a F 38 18. .B T 1.0 6 NRAPp-31 mm0-m 36 30A 8 8 f.0 t0 12:1p�ypy LEFT 2TS% M.7 .B 8 B t.0 t6 I3 4ittf09 PoG 2tA 98.8 .8 t0 IB 13 APProvM llmliM to EJ(�X 1.0 8 0. FectoN Oulk Poklon 12 b 0 o� E sB STHD14RJ STHD14RJ CORNER INSTALLATION EDGE INSTALLATION �(3) FULL LENGTH 2x STUDS �(2) FULL LENGTH 2x STUDS LL EXT SHEETING EXT SHEETING M 1w mil q3q3 n tl0 �k STHD14RJ NAILINGt 38-16d SINKER STHD14RJ NAILING: 38-16d SINKER 3 TRTD SILL PLATE TRTD SILL PLATE A � �•�'e.,` IN. REBAR LENGTH •:.;• ; :: a :.:•.' 2X EMBEDMENT LENGTH +121 MIN. REBAR LENGTH 2X EMBEDMENT MIN. 8' CONCRETE o 3tµ0F LENGTH +12' STEM WALL p �eT mvmt O &R OW NV LAY -W No.•TIfi9 ' 4/13/09 xa�mra om. IMLS g N q u0-9 R ./I L09 ffnndo-n..n. Hom.alumvnero Exxm WI D C(