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Home My WebLink About0096 BRALEY JENKINS ROAD �q6 ��A�y ��n�u �s r � 9 . .- � _ � ,. .: .. i 4 r. .�, r � �� .. .. A .. � - � H,, � '. s 9. � - .- .: � - 4. - .. n ,.. n, .. ,. ,. ", ., - _ .. ._. � .. c •. � .. I ., .. i, .. �- �, �. .. .. _. �. .. �,,. :, .�� .. v L TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 171 Parcel. . � Application'# Health Division Date Issued Conservation Division Application Fee . rid Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board ® `? )) Historic - OKH _ Preservation / Hyannis Project Street Address q�. b�e e�At k, �p Village re <-r g„2,,1I e- ® Owner S' � 'e. 14L h cca.. e s Address q6 -re.��e�. a wr�.3 Telephone 3 0 Permit Request 1:6 lf�w � 1�1 x 16 5'ca..._,r m n _tom,"�l. 02 �r c l ac� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot SizeT,9©o Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) �+ Age of Existing Structured e Historic House: ❑Yes X No On Old King's Highway: ❑Yes ❑ b Basement Type: Full ❑ Crawl ❑Walkout ❑Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new t. First Floor Room Count �7 0 Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other r' = Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing v\000/coal stove: (�g'es ❑ No � etached garage: ❑existing ❑ new size Pool: ❑ existing ❑ new size _ Barn U existing ❑ new size_ Attached garage: i existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: I _- a Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes 1tNo If yes, site plan review# Current Use --- ..- - — -- -- _. -. - _ - -Proposed-Use-- APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 9-w[ couiallo Telephone Number S 'K Address 2 CCU(� cM,L - License# y 151.0 Home Improvement Contractor# 8 Z 717 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO " 4kv- xoalk SIGNATURE DATE l a FOR OFFICIAL USE ONLY q. APPLICATION# DATE ISSUED MAP/PARCEL NO. t VILLAGE ADDRESS ' VIL ' v - ,t OWNER a 7 L • _ DATE OF INSPECTION: C `i FOUNDATION Snamos 00` 131lt , r FRAME INSULATION FIREPLACE t ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH FINAL GAS: ROUGH FINAL , FINAL BUILDING 4 DATE CLOSED OUT ASSOCIATION PLAN NO. s The Commonwealth of Massachusetts �i Department of Industrial Accidents 10 Office of Investigations 600 Washington Street Boston,MA 02111 ' c tiv.ww.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Ele'ctricians/PIumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): y Address: `� ��c�r_l t e L( >t�► City/State/Zip: 1A U _ 9 G� - o 2�3�2 Phone #: SO- C S�� 13/I Are you an employer?Check the appropriate box: Type of project(required): 1.P,I am a employer with 4. ❑ I am ageneral contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet 1 ?•;'Remodeling ' ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity' workers' comp.insurance. g.£❑ Building addition [No workers' comp, insurance 5. El We are a corporation and its ME] Electrical repairs or additions required.] officers have exercised their 3.❑ 1 am a homeowner doing all work right of exemption per MGL 1 l.❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t. employees. [No workers' 13.❑ Other comp.insurance required.] *Any applicant that checks box 91 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. ram an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins. Lic.#: Expiration Date:' Z /1, P lob Site Address: City/State/Zip: 41Cn hC-/a e e Attach a copy of the workers' compensa ion policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or,one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the in or tion provided above is tru and correct. Signature:- 4 ate: !lam Phone#: go —;j IOfficial use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# ssuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"..,every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es).and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or-license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured-companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure thatthe affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or Iicenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would hke to thank you in advance for your,cooperation and should you have any.questions, please do not hesitate to give us a call The Department's address,telephone and fax number: 4 A The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street. Boston, MA 02111 Tel. # 617-7-27-4900 ext 406 or 1-877-MASSAFE Revised 5-26-05 Fax # 617-727-7749 www.mas&.gov/dia ORDER NO: 675 ITEM: 1 DATE: 06/03/11 .. Floor Plan 2 LH�4illiWw515 � 2LIlWI��S .• , 2 LIB Door9S 2 LIB Whdo x S1.5 2 UIR Sfl IWOW S1 S 2 LIt Wlkd(YM 315 Dimensions i Attachment Height: 118 B Wall Height: 86.25" `B Wall Width: 192" A Wall Width: 123.25" C Wall Width: 123.25" Roof Overhang: 6" PAGE: 1 of 1 ORDER NO: 675 ITEM: 1 ' s DATE: 06/03/11 `A Wall ,3 j . S Q� • • ' Co 123 1I4" Dimensions Attachment Height: 118' B Wall Height: 86.25 ' ; A Wall Width: 123.25 f Roof Overhang: 6:' .: Layout 0.625"(BASE PLATE)+•b1.5"(2 Lite Window)+5.0625"(Wall Mullion)x+59.5"(2 Lite Door)+ 6.5625"(Corner Post) PAGE:. °1 of 1 ORDER NO: 675 "ITEM: 1 DATE: 06/03/11 B Wall CD CD W • Dimensions Attachment Height' 118" B Wall Height:86.25" B Wall Width: 192" ' Roof Overhang: 6 Layout 6.5625"(Corner Post)+4.7812"(Foam)+0.625"(WINDOW PLATE).+81.5"(2 Lite Window)+5.0625" (Wall Mullion)+81.5"(2 Lite Window)+0.625"(WINDOW PLATE)+4.7812"(Foam)+6.5625"(Corner Post) PAGE: 1 of 1 Y ORDER NO: 675 F ITEM: 1 DATE: 06/03/11 C .WAII CD 123 114 Dimensions _ Attachment Height:118" B Wall Height: 86.25" s C Wall Width: 123.25" Roof Overhang: 6' Layout 6.5625"(Comer Post)+51.5"(2 Lite,Window),+5.0625"(Wall Mullion)+51.5"(2 Lite Window)+ 0.625 (WINDOW PLATE)+'7.375"(Foam)+0.625"(BASE PLATE) •" . PAGE: 1 of 1 ,_ - ORDER NO: 675 ITEM: 1 „ DATE: 06/03/11 . Roof. ' _ e 104 23l32 y 104 23132". Dimensions Attachment Height:118" B Wall Height: 86.25" B Wall Width: 192" A Wall Width: 123.25" " C Wall Width: 123.25" V Roof Overhang: 6 PAGE: 1 of 1 1zzz7 : ra p�5 1 �erVA _L �,0— K . /S 00 6 ' //74 9 qA2 ols , CERTIFIED PLOT PLAN LOCATI0 N: F O R: SOGGokjS eJZ54/EL0,0A",5 v� •. . SCALE: /"-3�' DATE: ! ! ,//9S7 REFERENCE: ,oL4�.��cor��e� ��-.B�oe�-sri�C3� .2�G•isT-icy , I CERTLFY TO. THE .BES MY KNOWLEDGE AND 13ELIEF FROM INFORMATION !�C RED' .HATTHE/w'�O�T'/ -/ SHOWN ON THIS PLAN •IS LO AT- D N E GROUND AS SHOWN HEREON. 8 • ty{ OF 414SJ9n� - � ,IC�SEPF� Gar - � D/ATE ESSIONAL .LA . SURVEYOR gM. J. M. MONAHAN,. JR. & ASSOCIATES t4c. 136R 6y0 PROFESSIONAL S URVEYORS 8 ENGINCERS ! TEa o TOWNE PLAZA ROUTE 134 SOUTH DENN.lS, MA. 02660 � dSJR`4 J.N. S7-s f CONS INFORMATION FO RM OONi"SUNR r � UMER S" <E Ulf �Massachusetts'.State:Building Code(780fCMR,Appendix:J,Section Jl 1 Z�`1) The Massachusetts State Building Code (780 CMR) includes provisions to ensure that houses and house additions meet energy efficiency standards. This supplemental CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner, constructing/installing a house addition with very large percentage of glass to opaque wall, seeks to utilize a special energy conservation exemption option for "sunroom" additions to an existing house (780 CMR, Appendix.J, Section J1.1.2.3.1). This FORM is not intended to prevent a homeowner from selecting a "sunroom" of any size, configuration, orientation,form of construction or percent glazing, but rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year- round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of "sunroom" structures to residential buildings may create comfort and energy consumption issues due to uncontrolled solar gain or uncontrolled radiation cooling of the main house. In the selection and construction/installation of"suarooms';'included below is a non-required, open-ended list of product and design considerations that a homeowner may `wish to consider before actually constructing/installing a "sunroom". It'is recommended that consumers carefully review these options with their designer, builder, or, contractor, in order to minimize potential energy consumption and/or house discomfort issues. In addition, the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO "SUNROOMS" • Solar Orientation and Natural Shading • Type of Glazing • Insulating value • Solar heat gain • Frame materials ' • Glazing to frame sealing and gasketing materials/seal durability and/or < weather tightness of the sunroom. • Adequate ventilation-Operable windows and fans • Applied Shading Systems 4. • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Keating and Cooling Methods: Efficiency,Zoning and Controls. ` Homeowner Acknowledgment « : The Massachusetts State Building Code, Section J1.1.2.3.1, requires that the actual property owner (not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to. issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building In acgprdance with this requirement, the undersigned hereby acknowledges that she/he has read the infra io/n i'n`th�is document concerning sunroom comfort and energy conservation. 'Si ture of A-etual Building"Owner Date Print Name E Address of Pe itted Project Owner Address(if different than project location) Owner's telephone number FACTORY DIRECT()SINCE 1953 (A lf e!i,`3"' J 75 Stockwell Drive.®Avon, MA 02322 �` '� g4508-580-3119 •877-946-3699 •508-580-6064 Fax �y� HIC 127179 •TIN 043450124 WINDOWS SIDIN PATIO ROOMS f Date To E-mail { ' �. ti'. Home Phone .S ell � � ��(r Ji C — City %'r' State Zips Business Phone(Mr./Mrs.) Y Replacement Windows• Storm Doors•Vinyl Siding, Trim & Shutters•Glass& Screen Patio Rooms• Entry& Patio Doors WHOLESALE & RETAIL PATIO ROOM CONTRACT CHAMPION TO MEASURE, MANUFACTURE, FURNISH AND INSTALL THE FOLLOWING CUSTOM MADE PRODUCTS FOR THE OLINT STIPULATED BELOW: .ill-Season Vinyl Patio Room From Nominal 6"Components With Outside Dimensions Of Approximately A:• X B: X C: t 3 Season Aluminum Patio Room From Nominal 4"Components With Outside Dimensions Of Approximately A:' X B: X C: f Converted Screen Room From Nominal 4"Components With Outside Dimensions Of Approximately A: X B: X C: ❑Aluminum Screen Room From Nominal 2"Components With Outside Dimensions Of Approximately A: X B: X C: DECK OR SLAB YES NO YES NO ❑ 1� 1 er Customer's Existing Roof 4A4--" ❑ Room Deck Approximately LO X Material 54- n Customer's Existing Concrete Slab ❑ Open Deck Approximately X Material- , ] . Customers Existing Deck ❑ Ig-Steps: Wood❑ Concrete ❑ Approx.Number Of Risers_Open❑Closed I ❑ Tear Out Existing:Slab U Deck ❑ Railing Approximately lin.ft.Material 3400ters For Existing Slab ❑ P-Skirting Approximately lin.ft.Material ❑ rear Out Existing:Walls❑ Screens❑ Roof❑ Rails ❑ ❑ 2-Pour New Open Concrete Slab Without Footers Approximately_X_ ❑ U A"Sub Floor Cl -a Pour New Concrete Slab With Footers Approximately X Insulated Polydeck 7 ❑ fnsulate Under Deck WALLS All Champion Patio Room wall systems consist of a series of sliding windows on top of approximately 16"tall knee walls and/or full view sliding doors(see layout).Windows and doors include locking system,synchlock interlocks,stainless steel wheels and sliding screens.Champion to determine exact size of units at final field measure.All glass is tempered safety glass,and all walls include build—out and leveling system as necessary. ❑See Attached Drawing YES NO ❑ ^Super Frame,Wing&Trim Color: White' Tan O Bronze❑ ❑ Q,.'�/16"Triple Strength Non-Insulated Glass Double Pane Insulated Champion Comfort 3651 Glass: i ..- • . a �✓' ❑ Argon Gas Filled I.G.Units(All Season Room Only) I - ❑ Fixed Glass Knee Walls Location: AB C4sf(nee Wall w/Aluminum Skin: White❑Tan❑ Bronze❑ •: , ,� <,,_� ;_,. , ,.., J t3YKnee Wall wNinyl Skin: White❑Tan❑ , ;-•,l+ $d-Build Up❑ Build Down❑ Location: A C) B❑ C❑ A - r - C J `s!✓Fixed Transom Glass Location: A CI B❑ C❑ �/ $ J VCap Existing Posts r / - ❑ Key Lock LAYOUT SKETCH OK X=ACTIVE 0=FIXED =FULL VIEW ROOF' =KNEEWALL Champion's superfoarn roof system is a nominal 4" (R-19) or 6" (R-30) expanded poly—styrene insulated foam panels with an embossed laminated aluminum skin and thermally broken I-Beams. YES NO YES NO ii Studio Roof System Color: White Cl. Tan❑ 4"❑ 6"❑ 16-* ❑ Gutter&Down Spout To Grade ❑ tGable Roof System-Color: White'e Tan❑tom"6"❑ IrIII ❑ Shingles(To Match As Close As Possible) cCL--- 0 Gable Glasses Wing Glass ❑Number Of Pieces: ❑ U_Klights:Vented❑ Non-Vented❑ Quantity: 3� ramble Tie-in(Includes Shingles On Saddle Only And ertical Vinyl Fill On Inside Of Saddle) DOORS YES NO . storm: Outswing Color Style Left Hinge O Right Hinge❑ ISLO Location: A ❑ B O C❑ 0 9-fntry:Inswing❑ Outswing ❑ Color Style Left Hinge ❑Right Hinge❑ ISLO Location: A❑ B❑ C❑ OTHER YES NO YES NO b4eat/Cool Unit: ❑ BoBlinds:Color Style Height Location: A❑ B❑C❑ bl'lCarpet X Color Cut To Fit Loose Laid ectrical Package Including: Wall Sockets, Wall Switch(es)& Hook Ups Of Customer Provided Ceilin .Fan(With Ivory Wire Mold) ,-COMMENTS -Interior Roof Slopes To Approx ft Attaches To House Walter Gutter Board❑ Fascia Board❑ Approx.Height 'Champion Is Not Responsible For Existi Foundations Structures,gOr Existin House Roof Condition. TWO YEARS FREE IN HOME SERVICE BUYER'S RIGHT TO CANCEL Total price' $r 0 F' (•r_,. BUYER MAY CANCEL THIS CONTRACT BY DELIVERING WRITTEN NOTICE Down payment $" .- TO THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD Initial balance $ p i Sub BUSINESS DAY AFTER THE DATE OF THIS TRANSACTION. BUYER MAY USE (Duel completion fo e o llowig ompin of doom structure PRIOR to n installation of:Custom Glass,Carpet,Electric,Blinds) W THIS CONTRACT AS THAT NOTICE BY WRITING I HEREBY CANCEL AT FINAL BALANCE $ THE BOTTOM AND ADDING BUYERS NAME AND ADDRESS.THE NOTICE (Due in full following completion of project) MUST BE DELIVERED TO THE SELLER AT THE ADDRESS SHOWN ABOVE °a �i II Financed 0,6 h on Completion All materal is guaranteed to be as specified. All work is to be completed in a workmanlike manner according to standard practices,This contract is valid only with proper signatures. Was this home built prior to 1978? Champion shall not be held responsible for time and material delays,strikes,acts of God or any other matters beyond its control.Buyer and Owner agrees that the e ifs i is property 0 YES -�NU is security for this contract. Since this contract calls for- e kf d good,'Q is not subject to cancellation except as stated above.Start installation on or about s from above date.Estimated dat.�of substanti etion is II g 11,te6 above.Champion to remove and haul away all job related debris.All sales and iscoun allotted.All I/yBS,thPruodersigned affiees to the terms ' contractors and`nbcomractors mus a registered'q the Board of B'I ding Regulations and Standards and any inquiries relating to registration should be directed to this agency.Champion and coriditiok of tlh'c ampion Lead Safe - shall obtain any and all necessary rmits as the OAer's agent unless otherwise directed by Buyer.If Buyer secures permits,he or she may be excluded from the guaranty fund provision Work Practices ddendunl. of G.L..c..I 42A.II Chart�pt st pursue Buyer for collection of amounts past due,Buyer will be liable for Champion's reasonable fees and costs,including attorney's fees.A FINANCE CHARGE Aic ed at the rat of 1-112 percent per month(18%ANNUAL PERCENTAGE RATE)will be added to delinquent accounts.All installation an000em, n dates are approximate and sub' ;to change witho notice.Verbal promises can cause misunderstandings,therefore this contract constitutes the entire understanding of the noother understanding,collatefal,verbal or othe se,sha be•k",unless signed by both parties.Thank you for your order. Do not sign this contract if therefenk s ces. eu d's Si niSlNf� re Buye`r's,,, nature ; i Champron Fie s en ati X ( .1 , uyer's Signature Champion Ma6ufacturing Authorized Officer Form#:CW05-0210-AB ©Champion,2010 FACTORY DIRECT SINCE 1953 llu l h � ,rj WINDOWS SIDING PATIO ROOMS it;� i j� j ili ' • li'li �i i1 �Ilj I, • , To Whom It May Concern: . I hereby authorize Antonio(Tony)_DasiIva!to act°onFrny behalf pertaining to all matters regarding building permits, and to'actas y representative on behalf of our company. Please feel free to call me with any coneerns, VINYL*REPLACEMENT ( -, •' - Sincerely, WINDOWS'. r iVlatis�ttltt35 `ftti Dej; rt-trlitilt Of"f'tiblit � tt�t "Board ttl'13ttiltli►t�t2t<.riil�tliiln ;iijtl Stti'i,tiaa"tl 1,12 Constfucfior, Supervisor L icensc• Anthony , . ov' 110 , License. CS `97226 t Division anaager STORM DOORS& Champion of Boston South._ CS 97226 A�NTHONY� COVIEL1L0 . 4 WINDOWS - 27 COLOR.IAL DRIVE I-IIC`l 27179, CLINTON; MA 01`510 ..T Office (508) 580-3119, �' r Pax (508) 580-6664 - I x�in attb;;: 5/6i2012 ,; t ommi,timner Tr`: 28039 Cell (978) 804-6199 ® PATIO&ENTRY DOORS > � � � - �� --------- 10 ' -- - VINYL SIDING AND TRIM ' ✓1W -lj67Ty�ytM7.LlJe2LLiL o�✓/�GCl60QCl>A�bPb r_;. .. .-'. • y . Office of Consumer Affairs&Bbsiness Regulation License or registration valid for individul use only HOME IMPROVEMENT CONT CTOR before the expiration date. If found return to: Registration�s127179 Type: Office of Consumer Affairs and Business Regulation Expiration 9btL % 012 Ltd Liability Corpor l0 Park Plaza-Suite 517.0 Boston,MA 02116 C PION WINQ(J3- 3 T 00M SOUTH F 0 PA'TIO.ROOMS& !+ Irk �-ts t � - • . q. ANTHONY COVIiI PORCH ENCLOSURES 75 STOCKWELL Dt go s AVON, MA 02322 %`± Y" a Undersecretary Not Val* ith t signature s� "fir 5� " ,. ! 75'STOCKWELL DRIVE ■ AvON,•MA 02322 PH: 508-580-3119 ■ 877-946-3699 FX: 508-580-6064 - c CERTIFICATE OF LIABILITY INSURANCE oplD KF DATE(MMIDDrAYY) 11/23/10 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder.in lieu of such endorsement(s). PRODUCER NAME: TAX Roeding Insurance Agency A/c,No,Ext: (A/C,No): 2734 Chancellor Dr ADDRESS: Crestview Hills KY 41017 rKUUUULK CUSTOMERID#: CHAMP-1 Phone:859-341-0202 FaX:859-341-3709 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: OHIO CASUALTY 24074 Cham Bpion Window & Patio Room of oston South LLC INsuRERe:' INDZANA INSURANCE COMPANY 22659 75 Stockwell Drive #7 INSURERC: Sentry Insurance Avon MA 02322 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSR WVO POLICY NUMBER (MMIDDIYYYY) (MMIDDIYYYY) LIMITS GENERAL LIABILITY EACH OCCURRENCE $1.,000,000 tril A X COMMERCIAL GENERAL LIABILITY BKA53758486 12/01/10 12/01/11 PREMISES(Ea000currence) s300,000 - CLAIMS-MADE.7 OCCUR MED EXP(Any one person) s5,000 PERSONAL 8 ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s2,000,000 POLICY 7 jE X LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) A X ANY AUTO BAA53758486 12/01/10 12/01/01 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ SCHEDULED AUTOS - PROPERTY DAMAGE `$ A X HIRED AUTOS (Per accident) A X NON-OWNED AUTOS -$ $ B UMBRELLA LIAB JX DCUR CU8319330 12/01/10 12/Ol/11 EACH OCCURRENCE $10,000,000 EXCESS LIAB MS-MADE AGGREGATE $10,000,000 DEDUCTIBLE $ - - X RETENTION $ 0 $ (,` WORKERS COMPENSATION 90162320100061 12/01/1 12/O1/1 X TA - AND EMPLOYERS'LIABILITY YIN TORY LIMITS ER ANY PROPRIETORIPARTNERIEXECUTIVEM /A E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additio al Remarks Schedule,If more space is required) Directors & Officers Liability $2,000,OOOf$2,000,000 Employment Practices Li 92,00 000 ith 100 000 deducible per claim Fiduciary Liability 2,006,000�$2,000,000 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Marc Tessel } ©1988-2009 ACORD CORPORATION. All rights reserved. ACORD 25(2009109) The ACORD name and logo are registered marks of ACORD 6 1�Yck-e�sw ��,5 ��eP ENCLOSURE SUPPLIERS Illic. 12111 Champion Wa- Cincinnati 01-1 45241 TEL:513 782 390V RA.V513 782 3903 EMAIL:UI,'I ICii(4iICIIA'i�111IY1\-1•:S6CU\1 July 7, 2011 x�y Champion of Boston S 75 Stockwell Drive Avon, MA 02322 , Attn: Mr. Tony DaSilva Re: Design pressures for 110 mph wind zone Project No.: ESI 1168 Dear Mr.: DaSilva: This letter is to serve as a,clarification that Champion'Enclosures patio room systems can be built to withstand.the wind pressures in locations.having a 11 Omph_basic wind :speed (3-second. gust. designation) under the 7Th edition of the Massachusetts State Building Code. As stated in our conversation,.the Champion patio enclosure system will withstand the pressures generated by a 110 mph wind speed provided it is built in accordance with the information and .details in the Champion Enclosures Engineering packages. In order to use the engineering tables it is necessary to convert the wind speeds to design pressures. If the design wind pressure is not,provided by the-local.building department, then the conversion can be made using the values in table 5301..2(2)multiplied by the exposure adjustment factor from table 5301.2(3) of the 7Th edition of the Massachusetts State Building Code. The design pressures presented'below were will be conservative for most patio room installations in this wind zone. Horizontal•wind pressure:-. 27.5 psf Uplift-wind pressure: 35.0 psf It should be noted'that-these pressures-are based'on an enclosed structure classification in areas with a Category B exposure. For sites located within a Category C exposure,multiply the tabulated values by 1,21. We appreciate the opportunity to be of serviceto you. If you-have any further questions, do not hesitate to contact us. Respectfully submitted; e Enclosure Suppliers Inc. NIARIIN a G0 CML No.48938 MartinJ. Goss ro„ � Staff Engineer` S Vesi-dellusersU[GossTSIPROJ[C1SES1IIC0tuI1990iS1•_Ilti8.1%Vind-loadleder' slon&doc �0'I NI OF BA TABLE ' 4 JUL `�' DItid k _ V r<; I - 4 ORDER,NO: 675 ITEM: 1 DATE: 06/03/11 Floor Plan , FjI F"vlFi�' ..nw-v.,.z—s ,:. :w.N_.amm& . ;gat:ms: .sx�:-.�s .::sz. :r ,...,ar,.sra�....,�az��,.s:�a�.,�.�_.�..� 6_` e.� 2 Ut Widow 515 . - - 2LIpIr111�dos451S 1232a5W i H 1232W 2A Door59 �^ 2 Up Mdow 51.5 2 Ule Wlidow 815 2 Up Widow 81 S 192DMU s Dimensions Attachment Height: 118" B Wall Height: 86.25 B Wall Width: 192" A Wall Width: 123.25" C Wall Width: 123.25" Roof Overhang: 6" PAGE: 1 of 1 .t ORDER NO: 675 ITEM: 1 DATE: 06/03/11 1 A.Wall . { O, OD 123 114 Dimensions Attachment Height: 118" B Wall Height: 86.25" A Wall Width: 123.25" Roof Overhang:"6" — Layout . 0.625"(BASE PLATE)+51.5"(2 Lite Window)+5.0625"(Wall Mullion)+59.5"(2 Lite Door)+ F 6.5625"(Corner Post) y PAGE: 1 of 1 . ORDER NO: 675 ITEM: 1 t - 'k DATE: 06/03/11 f , B Wall Y F , I ao co v W 96" 96" ;Dimensions - Attachment Height: 118" w B Wall Height: 86.25" B Wall Width: 192" Roof Overhang: 6" Layout f 6.5625"(Corner Post)+4.7812"(Foam)+0.625"(WINDOW PLATE)+81.5"(2 Lite Window),+5.0625" a, (Wall Mullion)+81.5"(2 Lite Window)+0.625":(WINDOW PLATE)+4.7812"(Foam)+6.5625"(Corner Post) PAGE: 1 of 1 f ORDER NO: 675 ITEM: 1 DATE: 06/03/11 co OD • .. U1 123 1/4" Dimensions a Attachment Height: 118" B Wall Height: 86.25" C Wall Width: 123.25" Roof'Overhang: 6„ l Layout 6.5625"(Corner Post)+51.5 (2 Lite Window)+5.0625"(Wall Mullion)+51.5"(2 Lite Window)+ 0.625"(WINDOW PLATE)+7.375"(Foam)+0.625"(BASE PLATE) PAGE: 1 of 1 ORDER NO• • 675 ITEM: 1 DATE: 06/03/11 Roof fD i r co 4 e. 104 23132" 104 23C32" Dimensions y . Attachment Height:118" B Wall Height: 86.25 B Wall Width: 192 A Wall Width: 123.25 .- t C Wall Width: 123.25" , Roof Overhang: 6" PAGE: 1 of t e" r Ci— �Of3lll `l Town of Barnstable ' c Permit# FJ"17F i 6 mo ro iue date .. Regulatory Services �. 63. . Thomas F.Geiler,Director y I �F BARt� �A Building Division Tom Perry,CBO,.Buildin � 200 Main:Street H .g Co.Comaussioner y�g,MA 02601 www.town.barnstable.ma.us Office: 508'862-4038 EXI LESS PERMT AY-PLICATION Fax:508-790-6230 Not Ya/id H,hhout R RESIDENTIAL ONLYy ed X-1�ress Imprint MaP/Parcel Number ,Property'Address �_Residentiar Value of Wort Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address r Contractor's Name S Telephone.Number Home Improvement Contractordc " le car 78- ease#(if applicable) l Construction S � � .upery soes License(#(if applicable)"' ❑Workman's Compensation Insurance. Check one: ❑ 3 am a sole proprietor ❑ I am the Homeowner Gjahave Worker's Comptensation Insurance Insurance Company Name r Workman's Comp.Policy# Ll g$ py of Insurance Compliance Cel iificate must accompany each permit; Permit Request(check box) ❑ Re-roof(stripping old.94ingles All co s nstrttction debris will be taken to ❑Re-roof(not stripping. Going over e � xistiag layers of roof) . ❑ Re-side , J [p—Replacement•Windows/ z ors/sliders.U_Value #of doors (maximum.44)#of windows *Where required: Issuance of this ` — it does not exempt compliance with other town department regulations,i.e.Historic;Conservation,etc.,. 'Note: Property O I-re must si A COPY of t ]Rome Improvement Contra torse7;icen r of ermission. required se&Construction Supervisors License is SIGNATURE; Q:1WPF13.EST0M buildrna tier,nG�r...aavn.. i r / ,� �,• fj� ,r L.� Not valid without signature IF #�€ sj,.t1� 1>"cgizae#ra�<«i raF F'tsl�ltl' .+:e#�ts. B is , d W. F uOdi98'. ifldi and t.181 d 39:'9 t v = '75153 KENNF FH:;O KENDALL ` � 5 V`�E-EUr 1J:,PLACE i r 1.. FAIRHAVEN, MA 02719 � --- - E:x0iration: 1/12/2013 i . • I . i i I � 1 .'� ✓fce Too?n.»aoauaea� o�✓�,Craaac/auQe(�a - Office of Consumer Affairs&Business Regulation License or registration valid for individul use only OME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation Registratiorrs=48688 10 Park Plaza-.Suite 5170 Ex P,! IIf#f4_{2Q1.1 Boston MA 02116 fijW We_"Mt Card LOWE'S HOMEySiGF $!C ! JAYMI RODRIGUr 136 TURNPIKE RD::, [ E€ I.Oa SOUTH BOROUGH,AlIA:04772 Undersecretary Net-valid without signature I . ; r }! ; The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA o2111 - www.mass.gov/dia Worker's compensation Insurance Affidavit:BmldwdContr2ctors0ectriaas/Plambeas Applicant Information Please Print Legibly Name(Business/Organizatiowindividnat)• InLo1 S Address: V cty/SrateiP: , ql oi 6 Are you an emPIOW.Check the appropriate boa: i•❑ I am a employer with_____ 42�I am a general contractor and I have 6. ❑New conmuction employees(frill and/or part-time).* hired the sob ooacxoas listed on Ile attached sheet# 7. ❑Remodeligg 2.❑ I am a sole proprietor ur partnership Thesegub-oontractmshave 8. ❑Demolition and n have no employees woes mg for employees and have workers'comp. 9. Building addition' me in any capacity.[Nowolfras' insurance.t comp insurance required.] S.❑ We are a corporation and its 10.❑Electrical repairs or additions 3 ❑ I am a officers have exercised their fight of 11.❑ repairs or additions homeowner doing all work exemption per MGL c.152§(4),and 12.❑Roof repairs myseX rasuran(No warkeas+comp we have 13. Odr no employees.[Nc worYras+ ]t comp.insurance required.] ❑ *Any VPHcant Wert checks box#1 m"also fill am We section below showing Weir workers' policy iatca , t l waers who submit this affida aMwh vit rrduaang Wry are doing all work and Wes hue om W oonrtseoom mmst sohmit a new affidavit' the them-umsth have eck employees, twy=aaad�Oiumalshea Showing 60 nun ofWa and sums wheWaormtdM g s have employees We9 mast provide their wodkets'o=P.Policy mnaberlaw an . ir{iornumron d er that k proriding wo»kM'comperrsositoa iirsramw forriry eerployset.Below is die poL-y andiob site Insmmm Company Name: �/ Policy#or Self-ins./Liic�.# �/�L,��C� �'� (�:� / goon Date: old Job Site Address: lid 19n N'w S f S e cityMW4./e//1't't'L/i A' hi/f G(�6.3� Attach a copy of the workers' po Pap Wmw�Mep�y nl� Fadhae to secure coverage as regmired>a Section ZSA of MGL a 152 can lead to the b4wsitiam of pa�c�a fine np ro EI,500.00 aud/aa —Y�imprisonment,as well as civil penalties m the form of a STOP WORK ORDffit and a fine of up to=.Op a dad against the violator.Be advised that a copy of this statement may befarMAM to the Office of lirvestigatim of the DIA for b ntanee coverage veafitamce I do Mary Ma&r and peaaMa of drat the hOrmadon prov7ded above is eras and correct. Signature. Date'- "ate- Phone# - OhWd use only.Do trot wife in this area,to be Completed by city or town of del (Sty or Town.• en"JULAcenseb Issuing Audw tY(stile one): L Board of Health 2.Bffiding Departumat 3 (Sty/Town Clerk 4.Memel hapector 5,Phmrbing bspectw 6.Other contact Person: Phone@. NThe Commonwealth of Massachusetts 1 ^, -Department of Industrial Accident ILA Office of Investigations 600 Washington Street Boston,MA_02111 - V�l c www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly" Name(Business/Organization/Individual): Address: l�21L�r�Pi7 ��G►c'�! vP .,L%� City/State/Zip: ,�i/(�G,1/Gy► �YY Phone#: G Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 14. ❑ I am a general contractor and I 6''❑New construction employees(full and/or part-time).* have hired the sub-contractors - 2.`.f-" °i'i a sole proprietor or,partner-, listed on he attached sheet.t ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑~Demolition .y working for me in any capacity. workers COMP. insurance. 9. ❑ Building,addition ; [No workers' comp, insurance 5• ❑ We are a corporation and its officers have exercised 10.❑ Electrical repairs or additions required.] 3.❑ I am a homeowner doing all work "right of exemption per MGL '" 1].❑ Plambing'repairs or additions., myself [No workers' comp. c. 152, §1(4);and we have no 12,❑ Roof repairs insurance required.]t. employees. [No workers', j 3.❑ Other _W comp. insurance required.] *Any applicant that checks box#I'must also fill out the section below showing their workers'compensation policy information.;' t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such., $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insur e_. ance foamy employees. Below is thepo[icy and job site'- ' information Insurance Company Name: Policy#or Self-ins:Lie.#: Expiration Date Job Site Address: City/State/Zip: *-. Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section25A of MGL c. 152 can lead to the imposition of.crimirial penalties of a' fine up to$1,500.00 and/or one-year imprisonment; as Well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against'the violator. Be advised that a:copy of this statement may be forwarded to the Office of; Investigations of the DIA for-insurance coverage verification: I do hereby certify under the pains and penaltiie�ss of perjury that the information provided above is true and correct` Signature i.,.;pA,l�. .� :►G�_ Date Phone#: G� Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# ' Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Information. and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons-to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." V MGL chapter 152, §25C(6)-also states that"every state or local licensing agency shall withhold the issuance or renewal of a'license'or permit(to operate a�-business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured-companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that-the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The-Commonwealth of Massachusetts � Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel. # 617-727-4900 ext 406 or 1-877-MASSAFB Revised 5-26-05 Fax # 617-727-7749 www.mass.gov/dia STORE COPY INSTALLATION SERVICES CUSTOMER CONTRACT-MWORK INT/EXT/PATIO DOOR LOWE'S OF WAREHAM, MA, STORE#2376 STORE PHONE: (774)678-6000 421 CRANBERRY HWY, STE. 100 SALESPERSON: ROBERT SHURTLEFF AREHAM, MA 02571-0000 SALESPERSON ID: 1410318 Document Print Date:05/18/2011 This is only a Quote for the merchandise and services printed below. This becomes an agreement upon payment and issuance of a Lowe's receipt, upon which the entire agree- ment, including the specifically completed pages of this document, the Terms and Conditions included with this document, the applicable portion(s) of Lowe's receipt, and any other addenda or attachments hereto, shall be referred to herein as this"Contract." PLEASE READ THIS ENTIRE DOCUMENT INCLUDING THE "TERMS AND CONDITIONS" BEFORE SIGNING Lowe's Registration or Contractor License Number/Lowe's Contractor Name Lowe's Home.Centers, Inc.'s MA HIC NO.: 148688 Lowe's Home Centers, Inc.'s FEIN: 56-0748358 Customer Name Home Phone S STEVE ALBANESE 508-420-7308 O Customer Address Other Phone 96 BRALEY JENKINS RD 339-832-7229 L City State/Province Zip/Postal Code p CENTERVILLE MA 02632 ` Installation Address T 96 BRALEY JENKINS RD O installation City Installation State/Province Installation Zip/Postal Code ICENTERVILLE ' MA 02632 MERCHANDISE AND INSTALLATION SUMMARY MERCHANDISE SUMMARY 1155 : 1155 : STK : 1X4X8'SELECT PINE : 1X4X8' SELECT PINE : PRECISION LUMBER -QTY 3 6005 : 24SE.8 : STK : 2X4X96 KD WW SELECT STUD: 2X4X96 KD WW SELECT STUD : CANFOR WOOD PRODUCTS MARKETING-QTY 3 33670:STK : PFJ CASE 445.3-1/4"X11/16"X8' : PFJ CASE 445 3-1/4"X11/16"X8'-QTY 3 130222 : 358730AKSL : STK : OAK SDLE 358 3-5/8X5/8X73" : OAK SOLE 358 3-5/8X5/8X73" : EMPIRE COMPANY, INC. (THE) - QTY 1. 131206: 131206 : STK : 1X6X16 PRIMED FINGER JOINT: 1X6X16 PRIMED FINGER JOINT: IRVING FOREST PRODUCTS(MAINE) -QTY 1 131207 : 131207 : STK : 1X8X16 PRIMED FINGER JOINT: 1X8X16 PRIMED FINGER JOINT: IRVING FOREST PRODUCTS(MAINE) -,QTY 1 231054: 70 3/4" X 79 1/2" : SOS : SOS VYL THERMASTAR PATIO DR : 70 3/4" X 791/2"/XO/PATIO PELLA VINYL PATIO DOORS EAST-QTY 1 231054: 70 3/4" X 79 1/2" : SOS : SOS VYL THERMASTAR PATIO DR : HEAVY DUTY EXTRUDED ALUMINUM SCREEN : PELLA VINYL PATIO DOORS Store 2376 Project No. 326129728 for STEVE ALBANESE Page 1 of 8 STORE-COPY EAST-QTY 1 Materials Price $ 631.35 INSTALLATION DESCRIPTION Stock or SOS : SOS Door Type : Patio Select Location : Back Door Select New Door: Sliding Number of Doors to Install : 1 Side Lights or Transoms : No Hidden Damage Description : None Number of additional holes bored for accessories : None Install Specialized Mortise Hardware : No Lead Safe Practices : No Total Linear Feet of Custom Trim to be Installed : 0' Deliver Door: Yes Customer Understands Scope of the Project : Yes Permit Required: Yes Who Will Obtain Permit : Lowe's Permit Fee : No Additional Miles Traveled over 20: 9 Bring Up To Code Description : None Local Disposal Fee : Yes Describe Other Work Needed ; custom labor to close up rough opening to acco- modate standard vinyl slider Other Work Charge: Yes Comments : No Comment Labor Charges $ 617.0 Detail Deduction -$ 35. Additional Specifications: Notation: Lowe's will not make structural modifications, paint or stain or remove/reinstall security system equipment. Customer is responsible to advise if prop- erty is governed by Historic District Regulations. Additional Specdications:Federal law requires Lowe's to provide you with the pamphlet Renovate Right., Important Lead Hazard Information for Families, ` Child Care Providers and Schools. By signing this Contract, Customer acknowledges having received a copy of this pamphlet before work began informing Customer of the potential risk of the lead hazard exposure from renovation activity to be performed in Customer's dwelling unit. TOTAL CHARGES OF ALL MERCHANDISE AND SERVICES where applicable SUB-TOTAL $ 1213.3 *TAX $ 0.0 Store 2376 Project No. 326129728 for STEVE ALBANESE Page 2 of 8 STORE COPY DELIVERY $ 0.0 ORDER TOTAL $ 1213.3 BALANCE DUE Work is to commence upon reasonable availablity of Contractor which is anticipated to be T [fill in date]. ry Estimated completion date is is /I [fill in date]: NOTICE TO CUSTOMER All items listed in this contract and specification sheet(s) are to be installed under conditions agreed upon at time of purchase and at the price appearing on this contract form. This assumes sound existing substructures, superstructure and points of attachments. Extra labor or material incident to installation necessitated by defective substructures, superstructure, points of attachment, or the moving of fixtures or appliances to be billed at extra cost to custom- er. IF THE CONTRACT TOTAL IS$1 000 00 OR LESS Customer must pay In full CQMPLETE THIS SECTION ONLY WHEN E CONTRACT TOTAL EXCEEDS$1,000,00: Customer to Pay in Full; OR ] Customer to use the following payment schedule: (1) Deposit$ to be paid upon signing contract. Deposit should be 1/3 the total contract_price; and (2) Payment of $ to be paid anytime after this Contract is signed and before commencement of installation, I/We authorize Lowe's to do one of the following(check appropriate box below): [j Charge my/our credit card for the amount of the payment indicated above anytime after the date this Contract is signed; or [] Deposit my/our check for the amount of the payment indicated above anytime after the date this Contract is signed; and (3) Final payment of$100.00 to be paid upon completion of the installation and both parties' satisfaction. DO NOT SIGN THIS CONTRACT IF THERE ARE ANY BLANK SPACES AND UNTIL YOU HAVE READ THE TERMS AND CONDITIONS CON- TAINED IN THIS CONTRACT AND WHICH FOLLOW THE SIGNATURE PAGE(s). BY SIGNING BELOW, YOU ARE ACKNOWLEDGING THAT YOU HAVE READ, UNDERSTAND AND AGREE TO THE TERMS AND CONDITIONS SET FORTH IN THIS CONTRACT. YOU ARE ENTITLED TO A COPY OF THIS CONTRACT AT THE TIME OF SIGNATURE. NOTICE REGARDING ARBITRATION AGREEMENT FOR CLAIMS COVERED BY M.G.L.c 142A LOWE'S AND OWNER HEREBY MUTUALLY AGREE IN ADVANCE THAT IN THE EVENT LOWE'S HAS A DISPUTE CONCERNING-THIS CON- Store 2376 Project No. 326129728 for STEVE ALBANESE Page 3 of 6 STORE COPY TRACT, THAT LOWE'S MAY SUBMIT SUCH DISPUTE TO A PRIVATE ARBITRATION SERVICE WHICH HAS BEEN APPROVED BY THE SECRET- . ARY OF THE EXECUTIVE OFFICE OF CONSUMER AFFAIRS AND BUSINESS REGULATIONS AND THE OWNER SHALL BE REQUIRED TO SUB- - MIT TO SUCH ARBITRATION AS PROVIDED IN M.G.L. c.142A. ) By: Dater ° / !8 /Zol, gY: Date: Owner - - By: Date: Saouse THE SIGNATURES OF THE PARTIES ABOVE APPLY ONLY TO THE AGREEMENT OF THE PARTIES TO ALTERNATIVE DISPUTE RESOLUTION INITIATED BY LOWE'S PURSUANT TO M.G.L. c.142A. THE OWNER MAY BE PERMITTED TO INITIATE ALTERNATIVE DISPUTE RESOLUTION EVEN WHERE THE SECTION ABOVE IS NOT SEPERATELY SIGNED BY THE PARTIES WITNESS OUR HAND(S) AND SEAL(S)BELOW THIS I Zi\ DAY OF , 2Ot 6 Lowe's Horne Centers, Inc. i By: (Seal) Print Name: o r't 2 4 L 1 ti tivti/ _ �JewtC d b- (Seal) Address Owner City State/Province Zip/Postal Code Print Name' (Seal) Co-Owner or Witness Print Name Customer acknowledges receipt of a true copy which was completely filled in prior to Customer's execution hereof. You the customer may cancel this transaction at any time prior to midnight on the third business day after the date of this transaction. See the attached Notice of Right to Cancel for an explanation of Store 2376 Project No. 326129728 for STEVE ALBANESE Page 4 of 8 1 Y°!A lhc,fi" Ilie4n s _ o�-sM o2 I i °4s► ,a„ Town sf Barnstable *Permit# cx3!;�S 'b Expires 6 months jrom issue date Regulatory Services Fee 4 _- BARNSTABLE, : Thomas F.Geiler,Director. v MASS g 16 39. Building Division_ Tom Perry, CBO, Building Commissioner - - 07/7A '200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Q Property Address qA 91r_C, ao 0,L4; V ❑Residential Value of Work Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address 'e-- `� t i i Contractor's Name ti `'e Telephone Number �Sd'T!�-7 Home Improvement Contractor License#(if applicable) `?� \lAcA%Y-P � ®plyaT ❑Workman's Compensation Insurance JUL. ` 2 2008 Check one: ❑ I am a sole proprietor TOWN OF BARNSTABLE El am the Homeowner [Z, I have Worker's Compensation Insurance Insurance Company Name V 2, Q_Y'` Workman's Comp. Policy Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) , Re-roof(stripping old shingles) All construction debris will be taken to ❑ Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side ❑ Replacement Windows/doors/sliders.U-Value (maximum .44) *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy.of the Home Improvement Contractors License is require . Q/ �j ,; 4 SIGNATURE: god, 3 , t -4 QAW. PFILES\FORMS\building permit for ns\EXPRESS.doc Revise020108 'I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.govldia - Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Businesstorganin ion/Individuan: e�11u Address: -b S c\ k /� City/State/Zip: Phone.#: Are you an employer? Cheek the appropriate bo= Type of project(required): 4; I am a general contractor and I 1.C&I am a employer with t 6. ❑New construction. employees(full and/or part time).* have hired the sub-contractors 2.❑ I am a-sole proprietor or partner- listed on the attached sheet 7: ❑Remodeling , ship and have no employees These sub-contractors have g• Demolition working for me in arty capacity. employees and have workers' 9. Ej Building addition [No workers, comp.-insurance comp.insurance'$ required_] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 LEI Plumbing repairs or additions myself:[No workers' comp. _ right bf exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp•insurance required.] *Any applicant dmt chccla box#1 must also fill out the section below showing their workers'coition policy infacmation t Homeowners who submit this affidavit indicating thry are doing all work and then hire outside contractors must submit anew affidavit indicating such tCorrtractrns that check this box must attached an additional sheet showing the name of the sub-contract=and state whether or not those entities have employees. If the rubtontractors have employees,they must provide their workers'comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. T Insurance Company Name: Policy#or Self-ins.Lie.#: " `Z Co°[ dam`O� Expiration Date: Job Site Address• ��• {'_ n City/Sta izip: `Ec�1�el(,J. `e �qSS . Attach a copy of the workers'compensa n policy declaration page(showing the policy number and expiration date). Failure to socure coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment;as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statamerit may be forwarded to the Office of Investitmtions of the MIA for insurance coverage verification. I do hereby under th and p aloes of perjury that the information prov' abov %s true and correct Si e Date: C)4 Phone - Official use only. Do not write in this area,tb be completed by city or town official City or Town: Permit/License# r Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions v Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their erployees: Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insurance coverage required," Additionally,MGL chapter 152, §25C(7)states`Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliznce with the insurance requirements of this chapter have been presented to the contracting authority." Applicants workers' compensation affidavit completely,b chec ' the boxes that apply to your situation if Please fill out the wor mp n affi ri Y �$ l?P Y. Yo �• necessary,supply sub-contractors)name(s),address(es)and phone number(s)_along with their certificatc(s)of in�rransr. Limited Liability Companies(LLCM or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers'compensation insurance. If an LLC or LLP does have employees, a policy is required D;advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Towp Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permMicense applications in any given year,need only submit our.affidavit indicating cinrent policy information(if necessary)and under"Job Site Address" the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (Le. a dog license or permit to brim leaves etc.)said person is NOT required to complete this affidavit The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Dcpartn=fs address,telephone-and fax number. The Umimanwedth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Td. #617-727-4900 ext 4-06 or 1-&77-MASSAFE Revised 11-22-06 Fax#617-727-7749 www.mass.gov/dia rm oFEta,, Town of Barnstable Regulatory Services �s+xH HASS. Thomas F.Geiler,Director Fo;;,- Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder subject I as Owner of the subj property l p p rtY hereby authorize � � to act on my behalf, in all.matters relative to work authorized by this building permit application for: (Address of Sign o Owner Date Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. a 00 Town of Barnstable Regulatory Services Thomas F.Geiler,Director ` snxrtsreat.tt. ' MASS. i6,v �� Building Division Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 vt"ww.town.barnsiable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellintrs of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be.required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption aie unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction'Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/eertification for use in your community. RightF4x N3-1 9/7/2007 3: 33: 27 PM PAGE 003/003 Fax" Server ACORD. CERTIFICATE OF INSURANCE DATE(MMI)DIYY) 09-07-07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE TD BANKNORTH INS AGENCY HOLDER. THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 14 LOTS HOLLOW RD ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE ORLEANS,MA 02653 COMPANY. 26T7F A TRAVELERS DIRECT ASSIGNMENT INSURED COMPANY B STANLEY DEAN COMPANY 359 CAPTAIN LIJAH ROAD C CENTERVILLE,MA 02632 COMPANY D COVERAGE` THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITSSHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO POLICY EFF POLICY EXP LTR TYPE OF INSURANCE POLICY NUMBER DATE(MMIDDIYY) DATE(MMIDDIYY) ; . LIMITS GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABIL17Y PRODUCTS-COMP/OP AGG. $ CLAIMS MADE OCCUR. PERSONAL&&ADV.INJURY $ OWNER'S&&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Anyone fire) $ MED.EXPENSE(Anyone person) $ AUTOMOBILE LIABILITY ANYAUTO COMBINED SINGLE LIMIT $ ALL OWNED AUTOS BODILY INJURY(Per Pe men) $ SCHEDULE AUTOS BODILY INJURY(Per Accident) $ HIRED AUTOS - PROPERTY DAMAGE $ NON-OWNED AUTOS GARAGE LIABILITY ANY AUTOS AUTO ONLY-EA ACCIDENT $ OTHER THAN AUTO ONLY: EACH ACCIDENT $ { AGREGATE $ EXCESS LIABILITY ' UMBRELLA FORM EACH OCCURRENCE $ OTHER THAN UMBRELLA FORM AGGREGATE $ WORKER'S COMPENSATION AND A EMPOLYER'SLIABILITY UB-7699B142-07 08-31-07 08-31-08 - STATUTORY LIMITS X THE PROPRIETOR/ EACH ACCIDENT $ , 100,000 PARTNERS/EXECUTIVE INCL DISEASE-POLICY LIMIT $ 500,000 OFFICERS ARE: X EXCC ` DISEASE-EACH EMPLOYEE $ 100,000 OTHER DESCRIPTION OF OPERATIONSILOCATIONSNEHICLESIRESTRICTIONSISPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. THE WORKERS'COMPENSATION POLICY DOES NOT PROVIDE COVERAGE FOR STANLEY DEAN. s CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE TOWN OF MASHPEE EXPIRATION DATE THEREOF,THE ISSUING COMPANY WILL ENDEAVOR TOMAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT 16 GREAT NECK ROAD SUITE 100 FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO 0I3LIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES, MASHPEE,MA 02649 AUTHORIZED REPRESENTATIVE Charles J Clark ACORD 25-5(3193) s , Board o:':Ruililmb Resulatimis and Staudards �. License or registration�a: for individul us HOME e only HOME IMPROVEMENT CONTRACTOR j h.efore the c� ratioir`ilate. -if found return to: F.eg,s-F4i9n 132149 Board of Bu ldiv Regulation's of d Standards w. iiLxpiratton 11/28/2008' Tr# `125453 One Ashburton Place Rm 1301. I r v noston M i.02108 Typ;e ;ndividual + DEAN F.STANLEY r, . DEAN STANLEY 359'CAPT.LIJAH RD CENTERVILLE,MA 02632 id' i i Admini Not valid without signatiir ,.� - mom-—- --- , ` I�.rd.-.". .:^t daC .w ,.. .�;, ..�. Y�'Y`" �it�.+k.r `�n.i-tii%,*a:$n�✓+Xp!s.....+•-.^p,.sr'..,�"�,+. ..,,,w.:,L.G"''.'�gr�"'u f -.r .... ._ Z :af:. .;.. ,,.,},,,,c,y.�y ;y � F ,THE>, TOWN OF BARNSTABLE 30852 � Permit No. ................. • BUILDING DEPARTMENT {D°H:& I TOWN OFFICE BUILDING Cash 9EE�r HYANNIS,MASS.02601 Bond ........ CERTIFICATE OF USE AND OCCUPANCY Issued to Lebel Sollows Trust Address Lot #148, 96 Braley Jenkins Road Centerville, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS.PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL,NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. October 30 87 .... 19.............. Bt�Ilding Inspector r! a'�y��•: TOWN OF BARNSTABLE BUILDING DEPARTMENT = ssa Nut TOWN OFFICE BUILDING � Nut HYANNIS, MASS. 02601 �OIIA`f M' MEMO TO: Town Clerk FROM: Building Department DATE: /D—yj— An Occupancy Permit has been issued for the building authorized by Building Permit �.OU�� k�� .............................................................»......................................_..... O �.Lissued to .............................. `N - (! ... .................................. .............._._.. ..._ ...... ........._.. _.. Please release the performance bond. y . , I + TOWN OF BARNSTABLE, MASSACHUSETTS BUILDING PERMIT A-171 0 •' DATE �tlti�3 .L� 19 87 PERMIT l yG APr'LICANT__.. Ltebel Sullows Development ADDRESS i.)1. old !`Ulltt? 13,1,� :!"/•: . ._ +.ii; ; ' _ i. (NO.) } (STREET) (CONTR'S LICENSE) PERMIT T0' tu'f•l de" (--It STORY Sing :li.ly df-'111...,l p NUM OF DWEBERNG UNITS •� (TYPE OF IMPROVEMENT) NO. '(PROPOSED USE) lot, 0148 96 braley Jenkins Road, Centerville ZONING AT (LOCATION)'` DISTRICT 1, (N0.) (STREET) , �•' ' BETWEEN ``'"- AND 4'. .fit aa$•?" •:- - .-(CROSS STREET) (CROSS STREET) LOT SUBDIVISION LOT BLOCK SIZE E • BUILDING IS TO BE FT. WIDE BY FT, LONG BY FT. IN HEIGHT AND SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION (TYPE) REMARKS: Sewage #86--457 BONID VAREA OROLUME ` , �: .114� '�fl. �:L. '> rlU,O�)t) PERMIT IE1. J5 ' ESTIMATED COST FEE (CUBIC/SQUARE FEET)O .� owNER / Lobal -Sgl'lvw:a Trunt :F. lu 13 'gid IKl. ute 13a'+., tiyai12 is, -lA .,�:. BUILDING DEPT. ADDRESS ' BY �tkAl THIS PERMIT CONVEYS- '�RIGHTO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PARTTHEREO EITHER TEMPORARILY OR PERMANENTLY*.l,ENCROA EN ,,S PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED, UNDER THE BUILDING CODE, MUST BE AP- I PROVED BYr-T F,IEJURISD, ION'.'�-STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DLPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THI�S•;;„'�p ERMIT DOES-NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY AP l; BLE SUBDIVISION- ES RI CT IONS. '`.i+"d! ,�' ;,.' .. ` MINIMUM O THREE CALL^)+3 'APPROVED PLANS MUST BE*RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTION REQUIRED FOR + +t" PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: - C`,RD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND t. FOUNDATIONS OR FOOTINGS M DE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL C; ED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL MINAL INSPECDY TION LATHE F• AL INSPECTION HAS BEEN MADE. 3. FINAL INSPEC+TION BEFORE OCCUPANCY..'?.;. " POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS.,,o.eL PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS � < 7 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT �o - 30-�� OTHER 2 BOARD OF HEALTH r I THE INSPEC PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE OR H APPROVED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MON,TH.S OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN i IO PERMIT IS ISSUED AS NOTED ABOVE*!•,. NOTIFICATION. 1 • III /�.o T 14� /Sd 1 ' r- �iq m.i Gy/1,Dorrij ��f jS o00 7-- A 2 3v 9 s o CERTIFIED PLOT PLAN L0CATI O N: C'��/T�'�.lJ�l�.� -A9. F O R:l_�EC3� -S000aw:S��clJFLD,Oh�IL��% SCALE: 1`2353' DATE- --,, 8i /�S7 REFERENCE .e�6/sr I CERTIFY TO THE BE MY KNOWLEDGE AND BELIEF FROM INFORMATION RC RED . HATTHE��y�O-qT/O� SHOWN ON THIS PLAN IS LOCATED N E GROUND AS SHOWN HEREON. 8 o� tH OFf7 eATE ESS( 0NAL LA SURVEYOR JOSEPH M. -+ MONAHAN.Jib- y _ J. M. MONAHAN, JR. & ASSOCIATES No. 13M PROFESSIONAL LAND SURVEYORS & ENGINEERS lq� %T �p�' TO.WNE PLAZA - 900 ROUTE 134 SOUTH DENN.IS, MA. 02660 rya ssll` J.N. S7-s Assessor's office (1st floor): FTNET Assessor's map and lot number .1 r......�:1•`..-. �5 ' ..SYSTEM MUST BE Board of Health (3rd floor). '� RSTALLED IN COMPLIANCE Sewage Permit number ........................ ..�h...-..`.5.7.... WITH TITLE 5 i 11AUSTADLE. Engineering Department (3rd floor): ��, EHEMIRONMEWTAL CODL7- A,�!D 90o M6 9. ..rr .. Housenumber .............................................(.k?............ ...... _,., ., '°�• a. TOWN REGULA`�' - �m� 0 YPY APPLICATIONS PROCESSED 8:30-9:30 A.M. and• 1:00-2:00 P.M. only TOWN OF , BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO Build a hose......... -ra0equ TYPE OF CONSTRUCTION ...........:.....Waod::.Frame......................................................................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ....... . ...L.at.r�•.........arai.ey..Jeriki.ri.a...RQ.a.d...C.eAtervi.11.e.,—MA.....0.2.6 3.2...................................... ProposedUse D.W.ell ll.g........................................................................................................................................................ Zoning District ..............RG.....................................................Fire District ......C...arid...0...................................................... Name of Owner .Le.bel—S.611aws...`zrurt...................Address .13.1...O.1d..Ro.uts✓....1.3.2...RyaY nis......M...Q2601 Name of Builder Le.be1...Sollmks..Development...Address .13.1...0.1d..Raute... 3.2...RyaTlnis.,....M.A...Q.2601 Name of Architect N.orthsi..de..Des.ign........................Address Rt...6A...Yarmauthport......MA........................... Number of Rooms ........F.Ive................................................Foundation .COricre.te...........:............................................ Exlerior ........Claps-and...Shingles.............................Roofing ....Asphalt.....:........................................................ Floors .........Plywaod..........................................................Interior ....Drywa.11......................................... ..................... Heating ...Gas.......................................................................Plumbing ..F.S7.C/..GU...2...baths............................................ Fireplace ...Yes.......................................................................Approximate Cost ....$.FiO.,..00.0.J.Q.............................. Definitive Plan Approved b Planning Board /�V S PP Y 9 --------�T�1�Z-,--,-1-C---19 8-4--- • Area Diagram of Lot and Building with Dimensions Fee ...........1................................. ECT TO APPROVAL OF BOARD OF HEALTH d e� • � o OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of t e To o nstable di t bove construction. C"( � Name ... .. ........ y �.. ......... .............. 34�l Construction Supervisor's License .................................... ;,,LEBEL SOLLOWS TRUST 30852 11 Story �Vo ................ Permit for z rSingle Family Dwelling _Location Lot #148 , 96 Braley Jenkins Rd. ................................................................ >1 Centerville .............................................................................. Owner Lebel Sollows Trust y ............................. ............................... ,Type of Construction Frame `y ................................................................................V l fffFFF l ' t Pot ..:.......:................. Lot . Permit Granted ..,_ ....June 12,.... 19 87 f ...... ' Date of Inspection .........`......... ............19 t Date Completed i ..y f Assessor's office (1st floor): FTNET Assessor's map and lot number '....1 !...... 0 Q Board of Health Ord floor): Sewage Permit number 6 ` � Z SAMSTADL& . Engineering Department (3rd floor): �}r ��. 100 2639- MAGL \0m� Housenumber ..........................................7...G?....................... 0 MAR a' t APPLICATIONS PROCESSED 8:30-9:30 A.M. and, 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .........Buil ... ... d a house. . .... .. .... .. ................................................................. TYPE OF CONSTRUCTION .................TnIond...Frame......................................................................................... ............ .............19.` L TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..........Lot.l4g.....Bra,ley....j@rnX .,ns.„Raad...G. .n..t xvi ,1 . ...".....0.2.6.32...................................... ProposedUse DWe];linq .............................................................................................:................................ Zoning District ..............K.....................................................Fire District ......C...and..0...................................................... Name of Owner .LebelsSa Zcaws,...Tr1x5t...................Address .7..3.1. n1.d...RS?.tte—.132..lFlvm?nis,...K.A...0.,2E01 Name of Builder LebeI... DevPl-..op.Tn.e. ;t...Address .3..3.:.1....Old....tnnt.e......1,..3.2...HyGz..r.1.nd-s......MPk....0.2601 Name of Architect Q.....De.Si..gn........................Add ressRt....6..A... M.A............................ Number of Rooms ........F.TV.e............`....................................Foundation f,0.T1.r,.r.ete......................................................... Exterior .......C.I.A.P.9...a.r1d...Shi ng.].Ps.............................Roofing ....A.sxpha It......................................... ................. .-,. Floors .........RIV.W..0.0d..........................................................Interior ....1).ryE?ra ll............................................................... Heating ..Ga.S........................................................................Plumbing ..k?WACM..2... a>"bs Fireplace .....�A.......................................................p X ................Approximate Cost ...$16R 0.0.Q::.O�..................................:f.. . Definitive Plan Approved by Planning Board -------_1n.1v_r___1_ti___19 SA___ , Area .......... .�_............... Diagram of Lot and Building with Dimensions Fee .............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH n� : r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of theTow n of Bafnstabie regard' g theabove construction. /' Name.-01 f.T. � ?s;�..- - Tom. .............. -.(1 4 Construction Supervisor's License .................................... LEBEL -SOLLOWS TRUST A=171-230 171 - / g/ y 1 No 20852 Permit for ......2...Story...................... Single Family Dwelling a Location ..Lot #14 8, 96 Braley. Jenkins Road ................ Centerville ............................................................................... Owner ,.Lebel Sollows Trust .................................................. Type of Construction ..,.Fr.ame ................................ ................................................................................ Plot ............................ Lot ................................ Permit Granted ......June 12 ,.............19 87 Date of Inspection ....................................19 Date Completed ......................................19 JOSF,PH D. DALUZ TELBPHONEt 775-1120 Building Commissioner EXT. 107 TOWN OF BARNSTABLE BUILDING INSPECTOR TOWN OFFICE BUILDING HYANNIS, MASS. 02601 July 29, 1988 RE: Barnstable Building Permit #30852 Lot #148 96 Braley Jenkins Road, Centerville To Whom It May Concern: The foundation, as shown on a plot plan by J. M. Monahan, Jr. , & Associates of South Dennis dated June 8, 1987, complies with the Town of Barnstable Zoning By-laws. A copy of the plot plan is enclosed. Peace, Joseph D. DaLuz Building Commissioner JDD/gr enc. i �. 4 ,,� -^ ` � �� , i �ci �-�d lam _'��- �- i�� Gl6 ,�a�y �arJ C.�i�atiw,��eJ �� I i � � �Lb(s �t� TABLE I.:A LOWAI3LE SPANS(FEET) FOP 6"THICK 5AND4MCN PANEL TABLE Ia:ALLOWABLE 5PAN5 FOt .3-3/4" THICK Ep5/ A UM75MPWICH PANEL o ri U �C> POOF LIVE/SNOW LOAP(P5F) GENEPA NOTE5 AND 5PECIFICATI01\15 LIVE FOOF/SNOW LOAD(P5FJ q — C„CN co CO DEFLECTION 20 25 30 35 40 45 50 55 60 65 75 65 90 DEFLECTION 20 25 O 35 40 . 45 50 55 60 65 75 85 90 . I,THE DE5I6N OF.THE 5TPUCTUFx kU,MIMUM.MEMPEP5 AND CONNEC i ION5 HAVE 13EEN CP,IA CPItF\iA PFOPMED IN ACCOPDANCE ,M CO � pE :WI11-I 11•IE p,EQUIPEMENfS OF THE ALUMINUM ASSOCIATION DESIGN L/I20 �L/120 I6' 15 14;. 13' IZ'4 II'8 II' 10'6 10' 9' 4 8' 9 8' 2 7' 10 MANUAL 1994 AND ZOOG EPIT10N5, J 20 19. 18 17 15' 4" 14'6" 14' 13';Z" IZ'8"12' 2'i ��'4" 10' 7" 10' 4' _ r " " " " " — TABLE INCLUDES POOF PANEL DEAD LOAP5 . TABLE INCLUD.5 POOF PANEL DEA7 LOA125 OPIZONtAL 1MND LOAi OF 30PSF.WA5 USED IN THE a 2.UNLE55.OTHEFWI5E NOTED A DESIGN N TABLE 2:p00F PEACT10N LOA125(nF) Af POOF 5UPPOPT5 DE51GN OF THE A!-UMINUM FP,AME CONNEC�ON5. THE LOAD 13FMING COLUMNS NAVE BEEN DESIGNED TO IMTH5TAND A 30P5F HOPIZOIJTAL WIND PANEL FOOF LOAD+/ (p5F) LOAI2 AND THE MAXIMUM AXIAL LOA17 OF 3744L65 IN THE COM13INATION5 SPECIFIED IN THE SPAN 1999 POCA.I991 LOC,�7tF Ed OF THE MA55ACHU5Eff5 5fATE PULPING CODE,2000113C AND x IO 15 20 25 630= 35 40 45 50: 55 6 �0 65 75 85 90 W o (FT) 2003 IBC,:2006 NY R,%'FE5IDEN11AL CODE,2006 113C AND 2005 OHIO 6UILDIN6 CODE5, fAME 3: ALLOWVLE WIND PPE55®r FOP,NON-AXIAL LOAM 6EAPIN6 CENTEP,ML1-LION5 3.THI5 ALUMINUM FIZAMED PAT10 ENCLO5UPE WILL 6E CI-Al2. WITH VINYL 5NAp ON COVEP,5. FOP, 10? 65 90 115 140 165 190 215. 240 265 290 315. 540. 390 440 465 PUPPO5E5 OF CLAFIfY THE VINYL COVEP5 HAVE NOt BEEN SHOWN ON 11-E DPAWING5: O COLUMN COLUMN HEIGHT 4,TNE VINYL WINDOW PND POOP FPAMES AND TNEIP CONNEC110N f0 T! ALUMINUM FFAVIE HAVE J II 71,5 99 126,5 154 1815 209 2365 264 2915 ..319: 346,5 374 429 c, SPACING (Ff) BEEN PE5I6NEG BY VBp,OAKLAND,NJ FOi::A 30P5F WIND LOAi 12 78 108 158 168 1 198 228 258 288 318 348 378 405 468 (Ff) 8 <9 IO: 11 I2 13 5 T1-II5 PATIO ENCL05UPE CAN 6E CON5TFUCTED ON TIMP\FPAMED DECKS PPOVIDEt7 THE DECK w 13 84,5 117 49,5 162 214,5 247 279,5 312 344,5 377 409, 442 4 30 30 30 30 30 30 AJD Its FOOTINGS HAVE(SEEN:pFOpEPLY ENG NEEFED f0 SApELY CA FY THE ENCLOSLE E AND Z .2 DECK5 DESIGN LOAD5, - 14 91 126 161 196 251 266 : 356 3�1 406 O E 01 3 (o 30 (5p 30 30 30 211 6,TH15 ENCLOU5nE 5Y5TEM 15 LIMITED TO PECnEAfION AND 01ITDOOP LIVING,PUPPO5E5 AND 15 — 15 97,5 135 172,5 210 247,5 285 3225 360 397,5 NOt fO M U5ED A5 A CAFPOPf,GAp.AGE OP,WlfABLE FOOM, 8 30 30 30 30 25 20 16 104 144 . 154 224 264 304 344 fA3LE INCLUDE5 PZOOF PANEL REAP WAC5 MATEFIALS U 17 1105, 153 1955 255 250, 323 SOILS 18:. . 111 162 207 25,2 .297 - A. Al FOOT"IN65 5HkIL PEAK ON LEVEL( WITHIN 1:12):UNP15TUP,13ED SOIL OF,APPIZOVEp . 19 ENGINEEFING FILL WITH AN AU:01!VABLE 501L 6EAP,ING.CAPA�CITY O' IOOOP5F,FOOT1NG5:SHA L 123,5 111 218,5 266 EXTEND BELOW THE FF05T LINE OF THE LOCALITY, 0 2 0 17 180 230 fABLE INCLUDE5 POOF PANEL DEAIJ LOADS L FEQU 1501 5PECI AD NCpcTE TABLE 4:COLUMN UPUFf LOA175(L135) ALL CONClZ\ET OHS.FOP 5'P:UCTUPAL CONCp?�FOP6UILD NG EM TABLE 5,PEQUIPED SIZE OF 01?6E 6EAN1 fAMLE 5 CONT'P:PEQUIFED 5IZE OF FIDGE DEAMi WIND UPLIFT pFE55UPE(PSF) 3, All CONCPFTE SHALL HAVE A MINIMUM COMPPE.51V r5TPEN6TH OF�OOOFP51 A PANEL COLUMN r ' f 28 DAYS 5PAN SPACING A P IM IEPE:EXPO5ED TO THE EXTEPIOP,ENVIpOMENf 9-A-L HAVE AN ENTP.AINED AF,CONTENT IO -I5 20 25 30 35 PANEL PlOOF PANEL POOF PIDGE BEAM SPAN(Ff) PIDGE 6EAM SPAN(Ff) SPAN LOAD SPAN L:OAl7 OF 13ET1NEEN IO 9. 140 240 340 .440 .540 640 ( i) (F9 100] 12 M 16 18 (FT) (FT) 10 12 14 C. ALL PEINFOPCING 5T EEL SHALL CONFOPM TO A5fM A615 60 K51 DEFPOMED 13FJ 5 AND c L 16: 18 A5fMA59:ME5H, 1-96 210 360 910 660`1510 960 8J -�: : s 2 PC5 2 pC5 2 PC5 2 PC5 I 1 45 2pC5 2 PC5 2 PC5 2 PC5 2 PC5 45, 9,25"LVL 9.25.".LVL 9.25"LVL 11.25"LVL 9.25"LVL 9.25"LVL 11,25"LVL M"LVL 14"LVL ...STP,UCTUPA.ALUMINUM 10 8 280 :480 680 680 1080 1280 2pC5 2 PC5 2pC5 2pC5 2 PC5 2 pC5 2 PC" 2 PC5 2 PC5 A.A 1 EX11'U5ION5 51 A L:6E Al-606346 ALUMINUM P7ZOVIDED 6Y ENCL05LF 5UP"UEp5 55 9Z,"LVL 9.2h 9"LVL 11.25"LVL 11,25"LW 55 ' " 11.25"LVL 11,25"Lvt 14"LVL 16"LVL 12 4 168 1 288 408 528 648 768 2 PC5 2 PC5 1 2:PC5: . 2 pC5 2 PC5 2 PC5 2 PC5 2 PC5 2 PC5 INCOPPQPTATED. 65 9:25"LVL 9.25"LVL 11.25"LVI 14!'L 65 IL25"LVL 14"LVL 14"LvL 16"LVL 13,FOOF PAMEG5 5NALL BE 6" THICK SANDINICN PANEL5 MANUFACTU\. r f3Y ENCL05U1E IZ 6 252 432 612 792 972 1152 75 2 PC5 .2 PC5 2 PC5 2 pC5 5 2 PC5 2 PC5 2 PC5 2 PC5 2 PCs. 5UPPLIEP5 INCRIPOUATEP.THE PANEL COPE 5HALL 13E EXPANDED POILY5TYP.ENE WIN A Q 11,25"LVL 11.25".LVL 11,25"LVL 14"LVL ✓. 25"LVL 11.25"LVL 14"LVL 14"LVL I6"LVL . 12 8 336 576 816 956 1296 1536 L DEN51 T Y OF 15 PCF, .THE PANEL TOP AND POTTOM 5KIN5 MALL Df 0.024 ALUMINUM w 2 pC5 2 PC5 2 PC5 2 pC5 2 PC5 2 PC5 2 PC5 2 PC5 2 PC5 (n J 14 4 196 336 476 616 756 896 85 1125"Lv1 11,25"LVI 14':'LYI 85 F 4 5HEETHING(M05 N374, ALTEPNATIVELY THE PANEL5 S'1ALL HAVE A 0,024 ALUMINUM w Of o 14 LVL 2, LVL 1125' LVL I LVL 16 LVI 18 LVL " _ �- 60fTOM SKIN AND A 7/16 056 TOP SKIN,THE PANEL5 SHALL 13E A MAXIMUM OF T1-IPEE FEET o O 2 PC5 2 PC5 2 PC5 2 PC5 2 PC5 2 PC5 2pC5 2 PC5 2pC5 o LL(/) 14 6 294 504 714 924 1154 .1344 45 925"LVL 9.25"LVL 9.25"M 1125"LVL 14"LVL IZ 45 9.25"LvL 9.25"LVL 11.25"LVL 14"LVL 14"LVL (3') WIDE AJJf7 SHALL 6E SLOTTED BETWEEN AL 606546 I-6EAJv15, z 2 pC5. :2 PC5 2 pC5 2 PC5 2 PC5 2 PC5 2 PC5 2 FC5 2 PC5 2 PC5 . J N J:O 14 8 592 612 992 I2&2 1512 1792 55 925°LVL 9;25"Lvc II25"LVL 14"LVL 14"ivL 55 Q Q 9.25"LVL 11.25' LVL 14"LVL 14"LVL 16''LVL: : SCFEINS Q 2 PC5 Z PC5 Z:pCS: Z PC5 2pC5 2 PC5 2 PC5 2 PC5 2 PC5 2pC5 a.SHEET:ME 1AL 5CF,EW5 5HALL 6F 5TAINLE55 5fEEL,ZINC PLATED,GA VANIZED 5TEEL OP :Z 16 4 224 584 5 Q O 44 ,04 864 1024 6 9 5 ,25 1 LVL 925"LVL 11,25".1VL 4"LVL 14"LVL 65 11,25"LVL 11,25"LVL 14"LVL 14"L�/L Ib LVL - 2 pC5 2 PC5 2 PC5 2024-T4 ALUMINUM 16 6 336 576 816 1096 1296 :1536 75 2 CS 2pC5 I LVL I LVL ib"1 VL 7. PCs pCS 2pC5 2pC5 2pC5 _6,LAG YFEW5 5HOULD:BE GALVANI5ED 5TEEL WIfH:A MINIMUM BENDING HELD 5TP.ENGTH OF LL a- v 11,25"LVL 11.25 LVL 4" 4° II.2,r LVL .1 LVL Ib LVL 18 L\/L cum 8 448 768 1088 1408 172E 2048 85 2 Pc5 2 PC5 2 PC5 2 PC5 2 pC5 85 2 PC5 2 PC5 2 PC5 2 PC5 2 PC5 60,000P5I. LAG 5GP FW5 SHAD HAVE A MINIMUM EMr3EDGMENf DEPTH OF 8 X LAG 5CP,EW Qz Ld Q - 11,25"LVL 11,25"LVL 14!'.LVL. . 14"LVL I6"LVL' L 11,25"LVL 1/1"LVL 16"LVL 18"LVL DAME1EF N U Z 18 4 �52 432 612 792 972 2pC5 2 PC5 2pC5 2pC5 2pC5 2pC5 z PC5 2pC5 2pC5 2pC5 C,WOOD.SCFEINS 5 IALL HAVE A MINIMUM PENDING YIELD SIPENGTN.OF 80,000 P51 J Q > 10 45 9,25"LVL 9,25"LVL IL25"LvL la"LVL 14"LVL 3 45 9,25"LVL 9.25"LVL 11,25"LVL Ik"1VL 14"LVL P.CONCPETE ANCHOP,5 5KA-L 13E ZAMAC NALIN ANCHOP5 WITH 5TANLE55 5TEEL NAIL OF 18 6 378 :648 915 1158 1458 2 PC5 Z:pC5 2 PC5 2 PC5 2pC5 2 pC5 2 PC5 2pC5 2pC5 CS n EQUIVA ENf. m 55 9.25"LVL �� ' �� _ _ Q 1,25 L'w 11,25 LVL 14 LVL I LVL 9.25 LVL 11.25 LVL :14"LVL 14"LVL 16"LVL H O M ~ 18 8 504 864 1224 .1584 .1944 2 PC5 2 PC5 C5 2 pC5 2 pC5 2 pC5. 2 PC5 2pC5 2 PC5 2 PC5 �� j . sue.A`s� �+9n 65 11.25''LVL 11.25"LVL 11,25"LVL 14''LVL 16"LVL 65 2' 11,25"LVL 14"LVL 16"LVL I6"LVL o 20 9 250 480 680 75 2pC5 2pC5 2pC5 2pC5 2pC5 75 2pC5 2pC5 2pC5 2pC5 2pC5 o Pv°iARm!,i 'I 9' . ; DATE: JAN 2008 20 6 420 720 1020 IL25"LVL 1 L V IL25LV I4 VL 18"LVL u GIL25 VLI " " 85 2 PC5 2pC5 1 2pC5 Z pC5 2pC5 85 2 PC5 2 PC5 2 PC5 2 PC5 2 PC5 C -'f 1. SCALE NONE 20 6 560 960 1360 IL25"1A 11,25"LVL 14"LVL 16"LVL I6"LVL F 14"LVL 14"LA I6!'LVL 18"LVL NO. 4C i 9 TABLE INCLUDE5 POOF PANEL PEAL?LOA125 TABLE BA5ED ON 50L!fHi N PINS No.1 GV VE DIMEN510NAI LUMl3EF AND o y o 'I. oFuwN er: MJc USE fA13UI ATED VALUES FOP UPLIFT LOAI75 ON CENIEF COLUMNS 9 FG/STF4�� " 115E 1/2 OF THE TABULATED VALUES FOP UPLIFT LOA175 013N COPNEP,COLUMNS 1,75"N THICK X 19E MICFOLLAM LVL BY 11?US JOIST °FFSS�c ��, DRc5NOF 5 5 TOME LOA7 DEFLEC flON LIMITED TO L/240 t T0�N N OF D A` S T A 91?E Ali 9: 110 {{} $$ f Y 1-� U� ~v h hwj' i ti p.; J LME FP SNALI,13E ATTACHED;TO THE HOU5E PER P05T 5HALI,6E ATTACHED TO BEAM WIN A f05f CAP 01 o i 12E.rAll5 ON 5NEEf 4 ANP A131.E 2 ON 5HEET I EXISTING 5TFUCfURE 2/2X6 INSERT @ 3'C/C PY.NOTCHING PO5f PER PETAII 5 5HOMJ ON SNEEf 3, 3 LEPGER SHALL P3 AffACHE12 TO THE M POsf SNA.L 13E ATT ACHED l0 FOOTING WITH A Post 6A5E HOUSE PE p bETAII S ON MEET 4: N N //�G 'l/fPER RETAILS SHOWN ON SNEE1 3(TYP AlALL pO5T5) EXISTING 5T RRUUCCTTURE ANO fV[,E 2 ON 5NEEr I OVEQ AY 51P FLOOR co c WITH 5Y5TEM �/16" PO5T REQUIEP UNDER . :: l/ OVEI1AY 51P FOR COLUMNS ON 1 l� PLYWOOD OR 053 in SYSTEM wl IH 7/,I6" E SH�ATNING 51PEWAL5 FOR 6A3LE f ! pLYWOO OR 0513 , ROOM ONLY fir: SNEATNING ,. ; . X o a 3 WIPE 6-I/2"THICK a lu. z ¢ t N 5TRUCTURALIN51ATE12 O n " N 212X6 PIMEN51ONAL LUMDEp o i iE IN5ERTEI2 IN EDGE OF PANEL ro 6E POSITIONED UINPER WALE OF PA110 PANELS Lu n o ;0 ROOM z "Post I 2/2X6 INSERTED IN PANEL \ z ; : ' 6EAM 1 0 N n ROOM — g CAVLfY:LINf7ER PATIO E P051TIONEP PIREC Y WALL L r1013 v s ., �- OCA110N5 � -- - - �� UNDER-FRONT WAI.L.OF, � - I: t; POSt 2 P05r 2 z0 CONCRETE ;{ ENCLOs P05LIJ T2 N"z FOOTING ,� r t P ' Q SIZE?t0 6EAM 1 POST REQUIEEP WHEN PECK 1 4 Z P05f 5UPPoRf, G EACH PANEL 5HALL 6E ALLOV AOLE PANEL SPAN ® e'. X: L.�. u � � fl SUPPORf CONCI-TE PIER Foam OR ENGINEERED �� . - � �a I OA75 � 4X4 MIN FOR PECK5 UP fO 5'.NIGN o POST I ,. ATTAr-HcP TO 13�AM :V. FOUPJPAiION 5Y5TEM.FOR CONCRETE PIER WITH 4#14 x 9" 1 �X6 MIN FOR PECK5 UPTO.6'NIGH; - f it 6EAM SPAN 6EAM 5PAN FOOTINGS REFER t0 TABLE 5 FOR_ o ' Y�VVS # N 5EE TABLES 3 OR 3A SHEET 2 a �_. PECKS OVER 8✓V oUl SPECIA SEE FABLES 3 OR 3A SHEET 2 i REQUIRED 6EA:ING"AREA OF FOOTINGS, lln '' si P ENGINEERING P� IEIN BEAM 2 TO LONG FOR ALLOWABLE BEAM SPANS ALL FOOTINGS SHALL:C3E A MINIMUM OF i° { Po51T1�NEf7B : FOR ALLOWMLE BEAM 5PAN5 Si r' NOTE:. 8"TN EX END 6EL014 M €. t 4 DIRECTLY UNDER THICK ANP SHALL DEFINITION OF TRIBUTARY LOAF WIDTH FOR 6EAM51FOR U5E WITH TABLES 3 ANP 3A . FR05T LINE a'a LOCALITY( 11'),: p -- - POsf 3. FRONT WALL OF 0 3: 5I EFf 2 F00fING5 SHALL BE CONSfRLC1EP:IN .. - - PA110 ROOM PLAN 1 51F FAN�L FLOOp WITH ONE:r3�AM 5UPFOPf �: P 5UPPo. Y r-� ACCORDANCE IMTN OCAL CODE P05T 2: TRIBUMPY'LOAl2 WIDTH=A/ 2: . FOOTING,SIZED TO SUP 5 , LEDGER SHALL BE ATfACIFP TO THE . PECK ANP ENCLOSURE Po POSTS T 5T Pf __ LOAFS HOUSE 1NITN,I/12"PIAMETE BOLTS , s _. . _ Al OF THE PATIO . , O B�PROVIDED . OR UAL 5CREV15 @ 24 C/C BEAM SPAN BEAM SPAN PIOOM IPEVOA2 BEAPJNG " SEE TABLE 3 OR 3A SNEEf:2 SEE TABLE 3 OR 3A SNEEr FOR COLUMNS E �. POST 3 P05T 2 PO5T 3. : : .: . E NOTE FOP PLOWABLE BEAM SPANS PE INI110N OF TRIBUTAPY LOA2 WIDTH FOR BEAMS FOP U5E WITH TABLES 3 AND ALLOWABL BEAM SPANS �. 3A SN v� ¢ 2/2X6 INSERTER N PANED 6UTAFY LOAP WIDTH-(A+ B)/ 2 BE 6=1/2 51F 2/2X6 .o CAVITY UNDER PATIO ROOM 6 TAM 2: . DIMENSION uMrSEp SpUNES WA L LOCATIONS( YPICAL At TRI6UfARY LOAD WIDTH:=A/ 2 y o ALL PA110 BOOM WALL5) O -1 . z - _ FLAN 2, FOR WTH.TWO �fAM 5UPPOFU5U. Post 2 TABLE 2;:MINIMUM REQUIRED LAG 5CREW OR 130LTEP CONNECT10N:BE:. EN 2X LEDGER ANP o POST 2 CONCRETE FOOTING OE 6-1/ 2 THICK 51 RUCTUM IN5ULATED PANEL CTURE V TABLE A LOINABI E LIVE LOAl75 F EXISTING STRU :. 51ZEP TO SUPPORT O LIJ 12 W. PECK OA25 i PANEL SPAN C FT) i G:: N zQ _. ...... I2ELECTION PECK LIVE LOA17 tL _._.._ ._. _ 1 NEL 5P J 6 CRIIERA: 7. . 8 : 9 10 11 ; 12 PANEL CFT) �4 LB a tat: V) 1 0 5/ FT 60 LBS/ Fr:: BEAM 2 POST BEAM 3 L/360 m !� Q BEAM I 85 26 21 63 56 49 3. �' (2)-1/ 2"�@ 24"C/C C 2).-1/ 2" @ 16"C/C:: :1: � Z N o (2)-I/ 2" @16"C/C : : (2) 1/ 2" @12"C/C: � ��L/240 r1 105 105 � 105 9� {82 2� 6� :: .. IP 9' (2)-I/ 2" @ 16"C/C J(2) 5/ 8':' @ 16"C/C OVERLAY 5 FLOOR 5Y5TEM Q WITH 7Y 16"PLYWOOD OR 05B 10' (2)-I /2" @ I6"C/C ` (2) 5% 8'' @ 12'C/ SHEATHING' _ P05T 2: .: :POST 12 (.2)-:5/ 8" @ 16"CL C (2) 5/ 8" @ 12'C/C. D NOTE: 14' / 8" @ 16"C/ ) 5/ 8" @ 12"C/ 19EFINIT101J OF TRI6UTARY OAP WIDTH FoLk 6EAM5 FOR 2 tZ C 2) 7 U5E WITH fAJ3LE 3 SHEET 2 16 IC2) 5/ 8 @16 C/C (,I) 5/ 8 @8 C/ P05f 3 PANEL 5PAN=A. .: PANEL SPAN 2- 6EAM:1; NOTE: I FPS.,.A OF Mf Dare:JAN 09 5EE TABLE 15NEEf I FOR 5EE TABLE 1 5NEEf 1 FOR LATERAL 3RACIN6 5NALL BE 1N5TA LEP FOR PECKS n TRIBUTARY LOAF WIDTH-(A+ B)/2 TAPI EANCLUPE A PEAS OAP�MOPSF 1� ape' state:NONE VA-U�5P..A5EP ON A 5pECIF C GRAV TY= ALLOWABLE PANEL 5 AN ALLOWABLE PANEL SPAN. OVER 4' IN HEIGHT PER THE PETAL5 5No1MN ON 5NEEf. Mp R11N J. F Fr BEAM 2; ROOM WIDM 1PIBUTA'Y.OAP WIPM=A/ 2 3 pECK5 OVER 8' IN HEIGHT REQUIRE 5PECIPL : GC1eS s 'oaAwN BY:mrG 3 BEAM ; ENGINEERING Cis i_ ORG No.c.1 p�AN 3; 51F FLOOF WITH THp�� AM 5UPPOPIT5 fl0;4 t l OF TP16UfA:Y LOAF WIDTH =P/2 a �0- TA3LE 3;MAXIMUM 6EAM 5PAN FOP,LIVE LOAF 40 L135/FTC TABLE 5(CON f P) MAXIMUM 6EAM SPAN FOR LIVE LOAP 401135/Ff fAPLE 3(CONf'17):MAXIMUM 6EAM 5PAN FOR U:VE LOAF-40 05/Ff as 40 LI3/Ff` 40 L6/FT ( . 4U LI3FT: N N F ( / h n PiEAMr TR113UfARY LOAF WIPfN<Ft) PiEAM TRIPI fAP.Y LOAl2 WIDTH CFf) 5 6EAM 1p16LIfARY LOAF WIPTN(Ff) M SPECIES : : SPECIES I I PECIES : c r r E eH SIZE 51ZE 51Z� -I 9. 10 I I' 12' I 4 5' 6' 7' 8' 9' 10' I I' 12' L: 4' S 6 7 8. .9 10 11- 12' 2/2X6 7' 6' 2/2X6 6' 6' 2/2X6 6' FRI $ Q 21 2X8 9' 8': 7 . 6' 6' 2/2X8 8' 7' 6' 6' 2/AB 8' 6;: 6., - L CL U. I 2/2XI0 11`: 10' 9' 8' 8 7' :7' 6' 6' 2/ZXIO 10' 9' B. �' 7' 6 6' I G /2XI0 :9'. 8' 8' 7' 6 6' 6' 6d?t POUGLAS FIR PONb`R05A PINE ? .: 2/2XI2 ?13' 12' i 10' 10' 9'' 8' 8' 7' 7' P 2/2XI2 II' 10'. 9' 8' 8' 7' 7' .6' 6' 2/2XI2 II' 10' .9'. 8' 7' 7' 7' 6' 6' cc R NEM FI SOUTI�RN PINE:..:. SFF, Ul � :: 4X6 7' 7' 6' { 4X6 7' 6' 6' CEPAp. 4X6 7 6 an ! REPW00P - 4X5 f0': °' 8' 7' 7' 6: 6': 6' I 4X8 9' 8' 7' :6': 6:' 6' 4X8 - .81: 7' 7' 6' 6': CL iWESTERN 1 g 6 i -140 12' 1P .10' 9 8 8 7' 7' 7' I 440 : 11, 10'_ 9 8' 7' 7'. ..6. .6' 6' O 10' 8' 8' l' 7' 6 6' .9XI 4XI2 14' ,13 11': 10' I0' 9' i 9' 8' : 8' 4XI2 13' r II' IU' l 9' 9' 4XI2 8' 7' 7' 7' 12 II' :10' 9' fA13LE 3A MAXIMUM 6EAM SPAN(FT) TABLE 5A(CONV P) MAXIMUM 6EAM 5PAN(Ff) fABLE 3A(CON f P):MAXIMUM BEAM 5PAN(FT) m L) z Z. 6OLD/Ff L6/Ft 60 L6/F 60 L6/Ff ® � 6EAM; TPIMAPY LOAF WIDTH(Ff) I BEAM MI6UfAPY LOAD WIDTH(Ff) _ BEAM TRI(3UfAP.Y LOAF WIPTH(Ff) LIU Q. U 5PECIE5 ... SPECIES 7PECIE5.. 51ZE SIZE 51ZE 4' S 6" 7' 8' 9' 10' 11'. ..12 . . I � €:5'. 6' 7' 8' 10'I II' 1 12' j 4 5' 16 7' 8' 9' ( 10 II 12. 2/2X6 :6: 2/2X6 5' f I .212X6 / 2/2X8 7' 1' 1.01ee 21201 6'.: 2/2X8 6' 61: 2/2XI0 9 8` " 6 2/2X10 8 , .71. 7' 6' - 2/2XIU 8' 71 6 170UGLA5 FIR FO A PINE NE NP R05 MFIR . - 2/2X12 :11 : 10' 9' 8' 7 6' : 6 6' (50UMERN PINE 2/2XI2 10' 9 81. .7: 6' 6' f' 2XL2 :9,al �'8' 7' : 6.: 6' 2// jD SFF, WOOD 4X6 6' / 4X6 6:': L 6' 6' I' 4X0 7' 7' 6' 4X8 7' 6' 6' / WESTERN CEDAR 4X8 8' 7' � �f 4XI0. 10 9.' j 8' T 17 6' 6' : 6' 4XI0 9' 8 7.',. 7: 6' 4XI0 9': 8' 7' :4X12 12' 10'.1,9, .9 8 8 7. :6' : :: �. 4XI2 1 10' ;9':18' 8' 7' 7':f 6' :6' i 4XI2 IO' °" :8'.: .�'" �' 6 6 Y - �.� �- -� - TAVLE 4;"AXIAL LOAP5 ON P05T5 FOR 4OP5F LIVE-OAP+ IOP5F PEAP LOAF FROM DECK ONLY L G + o FaW- !. TOM Y 4A ii .AXIAL IL0AP5 ON P05f5 FOR 60P5 LIVE LOAF IOPSF DEAF LOW,FROM DECK Ta3LE A:REQUIRED CONCRETE PIER FOOTING SIZES UNDER DECK SUPPORf�OSTS > DECK I AXIAL LOAP5ON P05f 1 1135) 1 DECK I AXIAL'LOAD5 ON PO5f 1(If35) ALLOWABLE REQUIRED F001NG 51.ZE5 H FROJcCTION I DECK WIG1H(Ff) 7ROJEC i ION I I K WIDf 1 I: SOIL C FADING I AXIAL LOA125 ON P05T(05): J F (Ff} I. . (Ff) ) CAPACITY 1 m J `mr. ..DEC � (FT , I 0 - I I 12 13 •. 1 . 14 17 ! 6 .: 17 I8 I 10 I1 12 13 14 15 16 . :17 8 (P5F) 500 I000 1500 2000•f 2500 .3000 15500 :4000 10 1250 075 1500 1625 1750 I.875 I'2000 ) 2125 2250 10 1 1750 1925 2100 2275. 2450" 26225 2800 2975 3150 �, 1 10 VIA 14 PIA 17 DIA 20 DIA 22 DIA 24 DIA 25 DIA 281112IA �"� 000_. 9 11 075 1512 1650 1785 1925 . 2063. 2200 2338 24�5 11 1925 2118 2510 2503 2695 2886 3080 3273 3465 10 Salu• 12'ISD�• i115 .Siu,. 17 5A 19 5A 21 5au• 23 5au.124'15Iu• O 0 1500 DA A 4 DA I6 P 18 P O PIA�21 PIA 3 PA j 12 1500 1650 1500 1950 2100 2250 2400 2550 2'00 I 12 1 2100 2310 2520 2151 2940 1 5150 5560 3570 3%80- (9" 5 • L10"5 u, 12"5 u, 14"5 u• I6." So•�• 17"5 u. 19"5 u. I20" 5 tom- " 0 10"PIA l0"PIA :12"DIA 14"DIA 16"121A 17''PIA la"DIA 20'':DIA H i 0 13 1627 1781 1990 2113 2275 243, 2600. 2763 2 25 13 3185 3413 5640._. 3868 4095 I 2000 i Z W 91 5au, 9'15qu. II"5au. 12' 5au. I4" 5cp. ,, 5au• 116"5au.l17`.' 5o,u• Q m Z 14 1750 1925 2100 '2275 ' 2450 2625 2800 2975 3150: 14 12?50 1 26905 29 0 ; 318� . 3430 36 5 3920 4165 4410•i PIA z Z a L G A II DIA ,13 PIA' 14 PIA 15"DIA 16"PIA 171 00 j d L -- - - j 2500 PIA PI I ® a 0 10 , 15 1875 2062 2250' 2456 ' 2625 2512 3000 3188, 3,75 15 1 2625 2885 3150 3;13 3675 3958 4200 4462 4725 9" 5au. 9" 5au• .10 5au II"5au 12 5 u 14 5 u 15 5 u 15 5 u Q a a" a• I a. � a 16 i 2000 . 2200 2400 2600 ( 2800 3000 3200 3400 3600 16 2800 3080 3'560 36�-,0 3g20 4200 4480 4760 9040 3000 `10 PIA 10 PIA 10 PIA 102 DIA 13 PIA 14 DIA 15 DIA Ib: PIA Q I 1 1 9" 5au, 9" 5au :9' 5au i1 " 5au II!'5au. 12"5au• 13" 5au;,14,.,Sa j 17 2125 23375 2550 2 6-5 2800 3000 i 3200 3612 3825 17 2975 ;. 3272 3570 3640 1 3920 4200 4760 5057 5355 •1 110"DIA 10"PIA `10"PIA 10"PIA II"DIA 12"PI,q ``'13"PIA 14 PIA C=.1 18 2125 1 2337,5 2550 2763 2800{ 3000 5200 3825 ( 4050 18 3150 3465 3570. 3640 39l ---20 , 4200 5040 5355 ( 5670 4000 �ii 5au 9"5au 9"Sou 9" Sgu, 10"5au. II"5au, f12"5au• 12" NOTE: NOTE a . `��' \ NOS TABLE4 ANP 4A 5 TOWS AXIAL LOPJ25 FOR 05f A5 DETAILED IN PLAN I.PLAN 2 ANP PLAN 3 51 E11 I AXIAL LOAFS 5NA L 6E TNE.COM61NA110N OF PECK LOAFS FROM fAPLE5 4 OR 4A P' R71 1 �'la�4 �`H OF �� MA N ,..sc FOR ALL PLAN I I CONFIGUP.ATION5 AND PLAN 2 ANP PLAN 3 CON:IGURAfION5 WHEN PANEL 5FAN A ANP(5 APE EQUAL PATIO ENCLOSURE LOAFS PE ERMINED FROM tFIE ENCL05U�ENGINEERING pACKAG � N`1! AXIAL LOADS ON 05f 2- tABLLATEP VA UE5 PIVIPEG PiY n/VO CONCRETE PIEp FOOTINGS THAT FOUNPEP LE55 T IAN 18"PiELOW GR/�tiE 51 lALL1. E A' �5 : oRA AXIAL LOA25 ON 05t 3- fA6uLATEl2 VALLE5 PIVIPEP PY FOUR MINIMUM OF 15"X 18"X 12"THICK ®RG NO. h CABLE POE5 NOf INCLUDE ENCLO5URE COLUMN LOA25• THESE CAN GE OBTAINED"FROM THE ENGINEERING PACKAGE FOR Tlf ROOM -a L 7r NOr; PA110 I'OOMI LOAP 13EMING LOAD 13EAPING COLUMN o 0 AVEFA BRACING 5HA.I 6E IN5r&[,EP FOR DECK5 OVER 4' IN LATEPAli 6P.ACING 5HALL It INSf ALKEP FOP DECK5 OVER 4' IN HN6Hf PEP, HEIGHT PER THE DETAIL5 5NOWN ON 5NEEt 3,DECK5 OVER 8•IN COLUMN CHAMPION PA 10 ROOM CHAMPION PATIO ROOM ME(7ETAlL5 5NOWN ON.SNEEf.5.GECKS OV(P 8'1N HE10- PEOUIQe M NE GNf� U PE P C AL E NEER 5PECIAL ENG NEERING allo .. _. ►` . ra e� 2X6 6pACING AfTACHEP f0 �..e- fNE PECK FRAMING WITH I Na. � � / 2"DIAMETER 601 f5 EA, (3E AM AT LEA171NG EDGE' END(TYP) - OF:DECK SIZED PER xx o o fl�SLE 5 OP 5A .n` 9 <DIME5IONAL CUMDEF a PC5t4X4-MIN z n PROVIDED DIRECLTY 6LEOW PMO p00M a �. 45" TO 60` IOAD 13EAp �COLUMN5.IN � � � ��_fl fin : � : c. G <., • ..:, E •� ., ' 2X6 MIN OR 4X4 KNEE F001NG5 ° ;: ;`• DIZACING.ATTACHED f0 ER DETAIL 6/5-5 P o i PEP LOCAL,' P05T P FOUNDATION Z : . DIME510NA,LUMBER P05T PROVIDED CONCRETE PIED DIME510NAL IUM(3ER POST PROVIDED DIMESIONAL LUMfSER POSE PROVIDED OR 7/5-3 P CODE DIPEOLTY 6LEOIN PA 10 DOOM LOAD:6EAPING.. . ,. PROVIDE BLOCKING 13MVEEN 6 n�G ODE PEP, J !� .� 001 LNG OR CHSP\ E P �E �PlPfCLTY 6LEON PA11O WOM LOAD 6EA�?IIJG COLUMNS DIO UMNS�L - WITN1/.2 .. . �,:� ENGINEEPED.. �CO,,UMN5 W Afl .R M OAP APING .. P X 13PACE5.AIJDATTACN DIAMMTE.TNPOUGH 60LT5 4X4 MIN FOP DECK5.UPfO 5' IN FEIGNT FOUNDATION SYSTEM 4X4 MIN FOR DECK5 UM 5'.IN NEIGH 4X4 MIN FOP DECK5,UPf0,5,',IN HE16HT p� 4X6:MIN FOR DECK5 UPfO 8' IN NEIGH 4X6 MIN FOP 17ECK5 UPfO 8' IN HEIGHT 4X6 MIN FOR GECKS UP10 8':IN HEIGHT EXTENDING 6ELOW 1 K-[FACING � VAIION. THE FPosniNE o 2 X-C3pACING �L�VATLON .: 3 KN�� 13 LNG b�TAI� THE LOCALITY.!SEE: C 3 : DECK 5U PORT . TAPLE 2 54EE1 I FOP I/ 2"DIAMETER 1'HPOL6,N POST 4X6 MINOUIRr1 SIZE OF L 71E�FOOTING [SEAM 51ZED PEP--WLE 5 OP 5A 5 Ff T 2' BEAM SIZEn PEA tAr3IE-5 OR 3A 601f: x PiEARIN 4a= . G AAA 45 TO 60` 6EAM TO 60` 6EAM c — — NOfOH 4X �:. 6EAM STALL 6E AITACNEI _ s — TO X 6" MI aO P0511MTN A MIN OF 2':... L — — OEM' O UNDE �� i ACCOMODATE �� AM 5.1A.L 6E A1fACNE1 2 N LAG SCI�W f0}'05T WITH A MIN OF.2 AG YI�WS - CUPING 6P.A�,E f PSIDE :V 2 DIAMETEP THROUGH : / 2"DIAM `�' t, 60LT5 u n 'GIIv1EN510NAN n::: OF13EAM5r 1 2X6 ATWHEP TO NOfCH 4X46RMCE 4 MIN POST 5 IA�I P NOfCNE7T0; 60IT5E1EP 1NPOUGFIPECEIVE AN D.PPOVIDE FU.L: P05f 5-KI 6E NOfCHEP TO IUMI3EFRAMING MEI✓C3ER5 � TO ACCOMOPATE 4X 3E:ARING TO TN E BEAM_ RECEIVE AN D PROVIDE Pal DECK 5UPPORf 2 J :/ 8"pIAMETEP THPOW POLE V✓ITY A I/, . tNROUGN 60L15 PEARING TO TN E 6EAM P05f 4X6 MIN 60Lf At P05f . DIAMETER X4 MIN, cds ::: .EACH � 4 POST TO ��AM CONN C110N n�TAl�f 5 P05T T013�AM CONNECTION PST& 2 6 KN��. ING PMIL OPTION I' KN rf\ACING n�TAIi OPTION 2 � CC . C3 " t3EAM COMPRSION OF 2 PIECES OF 2X Q;� DIMENSION&LUMBER NAILED TOGETHEt VVi IH a 6"C/ W O I EACH Ise L� SHALL 13 11N� 9. BEAM 12X E THE FI,�I�ENGTN66 TO t3EAM F3EAM 4X4 P05f MINIMUM �PXlf`POSf MINIMUMS OF MEM13ER55HAII NOT 13E ALLOWED WITHIN q W 0N'LEDGEP 5TAN DOFF P05t GAS 6 AN a`4C � E ANCNORED.TO CONCRETE > .o �� °.; ELEVATED N'OSf 6A WITH I/ 2' :DIAMETER ) - V r THE E,qM 5P o a _ p 0.o. G�1�S k. °a EM5EPPED IN CONCN�TE "ANCHOR MIN' °; a o � 6Y P05f CAP CONNECTING t.-lE CONCPEtE FOOTING COIJCPETE FOOTING :. o ° 6EAM f0 THE P051 - s F P05f CAP CONNECTING THE 5„ o p ; .� y k .. 4X4 P05T MIN 4X4 P05f MIN: 6EAM TO END p05T METAL J015T KANGER 51ZED 6 e �.2 I �� FOR J0151 ° p DATE:JAN 08 SCALE:NONE... a cg, �Nn POST TO 6�AM CONN�C110N n�TAI� Io P05T TO FOP, FOOTING II P05T TO TIFF POO-M 12 JOI5T-T0 HM2n F\/i CnG�P:_ 1' NAI!LNG PATTFPN.POP NAI P05T TO P3 AM CO,NNtCT10N V PTAII. \ _ \ L-mil \ \ :BRAWN BY:MJG CONNECTION nEML 1 CONNFC11ON PFTAC 2 ; COw610N t)m. LAMINA-T-n [VvM5 ` DRG NO.O.3 ti _ WALL OF ENCLOSUPE Af3oVE. -/2" TN 5fPUCTUPAL IN5ULATTP o ih 6 1 ICK o:o CUf FOAM 13ACK TO DECEIVE 2/2X6 +r 8d NAILS @ 6 T 0 2X611N �f5 YE0 WITH /'16 2/2X6 IN ENp PANEL. ATTTACN SPLINE ING WALL EL FLOOp OVEPLA 7 C/C TOP AND— N E NGINSEpING �� co co 'PANEL TO SPLINE WITH T1N0 ti 30fTOM :: X 9" PAN ' A POWs OF 8P NAII.5 @ 6'' Cl C OVEPLAY 51p WITH 7116 053 PER p TIO p001 .- 4 #14 NEAO: 4 14 X 9 PAN N A0 5CPEW5 ATTACHING EACH tOp ANP 30tTOM ;PUNNING PEPpENPICUI.AVO_THE 5CPEW5 ATTACHING EACH PANELS TO GIPOEP(TYP Slp� GIP PPEP) PEP a :. PANELS C Tli' EACH GIpPEp) CAp ENP � ' EACH GI U. OF PANEL f . �/11 4 053 r .. WITH,' ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑.❑ ❑ ❑ ❑ ❑ ❑ Cl ❑ 130 )1,5PCF - f ALUMINUM 7 ❑ ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ o D.0 ❑ ❑ ❑ ❑ ❑ 17ENSITY EpS, ❑ ❑ :❑.❑ ❑ ❑ ❑ ❑ ❑ ❑.:❑.❑: ❑ ❑ ❑ ❑'❑ : � FOAM ❑ : COILa : . ❑ ❑ ❑ ❑ ❑ po ❑ ❑ ❑ ❑ a El El ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ ❑ ❑'.❑ ❑ ❑ ❑ o ❑ ❑ ❑. ❑.❑ a ❑ a ❑ a ❑ ❑ a ❑ ooa El El: ❑ ' ❑ ❑ ..Z 0DD.0 ❑ ❑ ❑ o ❑ p ❑ ❑ ❑ ❑ ❑ ❑ p ❑ ❑ ® � 0 ❑ ❑ ❑ ❑ ❑ ❑ o ❑ ❑ ❑ ❑ ❑ o a El El ❑ ❑ ❑ ❑ ❑ 0 ❑ ❑ ❑ ❑ ❑ ❑ ❑ QO0 ❑ ❑ ❑ ❑ 'roE-NAIlS@i ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ a ❑ ❑ ❑ d ❑ /c , V/16" 053 S� 2/2X6 5ECUPEP.TOGErHEP WITH 0 015" t r.. ALUNdNUM SKIN I.1/2" _. ��. NTEP'3EAM� �. .PO1V5 8P NA115 @ 8 C/C . .: . � N E SIZED PEP, ' � pPOV P U A3 ANC LE � ONNErTING - fA61E 3 OP.3A BEAM AT LEAPING EOGE �r CS OF PECK 5IZEP PEP fAIXE 2 2X6 INSET tS. �_, � �ON61TUPIN& 5�CfION SNOWING 5-TUCfUpAL IN51M? PAN�� TO 2-2X6 COWC11ON n�1 L . C SNE�rC-2 I� � �TO 6EAM ON 601H SIDES OF. - 3 OP 3A 5NFET_C-2 A fATIQ DOOM �6EA�ING COLUMN `� ; ' L V2"MIN 6EAFING I'�OVII7EP t0 PANEL C 4 51F PAWL TO P3 AM CONN�CWN PM�5r NOT: _. X6 5pLINE E F - L E • ;' . .: �:Or,TNC WAi.L.ANP SHAL 6 AZ ON TOP OF . 2 2 5 MUST EN17 AT TN A:, THE LEPGE�, . 2xIz LEPGEp c rACNcn fO WALL OF 3#1O X 2" PFCK 5CEW5 3#1 O X 2" PECK 5CI W5 WALL OF EX15,NG 5TRUCUIf WITH �XISTING� iPEP PANEL k .: EXISTING: PEP PANEL No. 1/ 2"THPOUGH 130-f 5fpUCfUP #14 X 9".WOOF 5CPEW5 @ 8"C/C . SfPUCTU #14 X 9":IN000 5CPEW5 @ 8" C/C R LAG 5CeW @ 2411 C/C_ GONNECfING PANEL TO 2X6 LEPGEP CONNEC11NG PANEL fO 2X6 LEPGEP G /16 05f� AYEP OF 1/16" 05P 07 TOp LAYEP OF TOp L INSTALI E0 IN THE FIELO, IN5TALLEP IN THE FIELD `6ANP 60APb BAND 60AP.P 6a— .o ❑ ❑ ❑ ❑ ❑ : : ❑ ❑ ❑ o ❑ OF EXI5fING 6-1/2" THICK 5Ip OF EXISTING:: 6-1/2" THICK 5Ip a 0 ❑ ❑ ❑ ❑ ❑-❑ ❑ ❑ a ❑ ❑ ❑ ❑ ❑ a oz STPUCTU OVF0,AYEO WITH 5TPUCTUPE OVEPlAYEP WITH 7%16" 053 �I 16" 053 w ®:: . EXISTINGJ015T -.. a � . CUT PACK 60TTOM 2 9" LONG SECtI0N5:OF 2X6 LEPGEP:ATTACNEP:TO EXISTING J UJI 5KIN.OF 51P TO 5TI?UCtUPE.WITH 2 No, 1/2" PIAMETEP TNPOUGH 60LT OP LAG co Z ACCOMOPATE LEPGEP - 5CPEW INTO 6ANP 6EAM OP.ENP5 OF J015T5, EACH LEGGED v WAll OF EXI511 G SHALL 3UTT fO THE 2-2X6:INSEPT5 IN THE 5Ip PANELS STf:UCTUPE � F CONIINUOU5 2XI2 + 2X6 LEPGEP AffACHEP fO EX15f ING 5TPUCfU�WITH 1/2" �ONfINU0U5 2X6 LEPGEP Af'ACNEP TO I/2 X Y LAG 5CPE1V5 INfO 5fUP5 0 THE ENP5 OF INALL OF EXISTING EXISTING 5f PUCTUPE WITH I /2" PIAMETEP y PIAMETEP TNPOUGN 30Lf5 OF " " P JOISTS PEP THE FASTENING 5CHEPULE TAPLE 2 5NEEf C-I, LAG 5CIEVV5 91&L HAVE_ 5�UCTuPE THPOUGN(50Lf5 OP 1/2" LAG 5CF\EW5 IN st F- Of MA A MINIMUM OF 3"'EMPFPMENT INfO i HE 5fUP:OP\Nl?5 OF J01515. LAG:5CPEW5 ACCOPPAWCE WITH:THE:FA5TENING SCHEDULE 1:` . 't,Y IN J. m 5HALL NOf 6E 5ECUPEP TO THE EXI5TING 6ANP PDX0, VVHE E A NEED FOP fHI5 TAPLE 2 5NEEf C-I,LAG 50TVV5 SHALL HAVE r aaTl•JAN 08 CONNECflON ffl5E5 PETAIL'17/C"4 5HOULL?6E U11UZE0 A MINIMUM OF I"I/ 2" EM3E0MENf INIfO . .. SCALE NONE THE LEPGEP SHALL PPOVIOE A MINIMUM OF I"1/ 2"6EAPIN6 To THE 5Ip PANEL 50LIP WOOL? a " 1� - BY:MJc � f RG NO.C-4 Slp FLOOp NN�10 NOUS� COCIION n�1AIL FOP USING 2XI2 _+ 2X6 t�nG�I? J 17 5Ip FLOOp 10 NOUS� CONN�C110N n�1AI� U51N6 A 2X6 + 2X6 LEbG 40F5 $� _. o:en 00 M � .. 6ENEP.HI.:NOTE5 ANG 5PECIFICATION5 N N o 0 AT ENn PANEL IN5ERr 2/2X6 2/2X6 5PLM CONNECTEn TO EACH PANEOMTH 8n ~51 r> eti ANn:ArrACH ro PANEL wlrn 8n MA...1. NI�THE6REOUIRElN�ENTS OF THE 2000,2003E 6EEN @ 6" C/ X6'5C PG 'ANn 6 M• PERFORMEG�N ACCOI AJG 2006 NAIL5 @ 6".C/C TOP ANn NAl1 5 C:rOP OffO 2 ONNECTEni:u TO EACH OTHER WITH 2 POWs OF 8n NAIL5 @ 8" C/C INTERNATIONAL PE51GENfIAL CODES ANn 71N EG OF MAS5ACHU5Eff5 5TATE 6UILPING COPE. A; 60TTOM• ATTACH 2/2X6 SIGN NOR SfAGGEREn 13•A MAXIMUM GE IZONTA,WING LOAD OF 30P5F WA5 U5EG IN THE GE5164N OF THE PECK UNPEP,MONT WALL TO 2/2X6 CONNECTION5• UNnER 5112E WALL WITH 2-16d 6-1/2" THICK 5VUCTUL'fV IN5U A En C fHE (EPM"PATIO FOOM" IN ITHE5E 12PAWING5 rfEP,5 50LELY t0 LIGNf"GAUC,E ALUMINUM` a L6 I NAILS PANEL WITH 7116 0513 TOP ANp FPAWE 5TPLCPURE5 MANUFACfUPEG,PY CHAMPION ENC1,05URV 5UPPLIEI;5•. THE5E GRAWING5 ARE 60 T TOM SKINS ANn EP5 FOAM CORE ONLY VALID WHEN THE PATIO ROOM5 MPS:CON5TUC91?IN A COft2ANCE:IMTH THE CHAMPION URFACES OF LLI ENC r LOUSRE SUPPLIERS PA110 ROOM ENGINEERING � 2/2X6 IN5Ep,T.5 PECK PEP.IMETEI'S LILATEG PANEL5"5RAi,L:13E PROTECTED FROIVi�XP05URE G.A' �' ATfACNEI TO 51P5.INITN 2 t?OW5 OF THE THEI5TRUCTURAL IN51,LATEn PMEL5 5H&L IN5fA LEG'ATA '� 5 THE STI:Lk:TUP @ 6"C/ MINIMUM OF: A(30V�GRAGE, CT Z 8n NA1L5 0�eNn -� 13OffOM N�TERIALS ®. _.. �..� 2X6 INSERT CUT I STPXTLIRAL INSULATED PANELS 2"THICK M : TO ALLOW: 5TRICTUP.AL IN5ULATEG PANEL5 5HALL 6E:6 I/ AJUFPa TIC G 6Y CHAMPION D: FOP I E PANEL CORE IS A 5 5/ 8"THICK ABM CERfIFIE PERFOP.M GUAP.17 g Z XP PC SKIN I5D / wi EXP ACCESS CLOSU 5UPPLERS (/D V S. 2-2X6 E AJGED POLYSTY�ENE:WTN A DENSITY OF I,O F,THE TOP PANEL 7 05URE ® Z ,I 0 I6 EXP 015 r 5E COM ON I GCE 056 THE 60TfOM SKINS OSURE I GRADE 05�IMTH A O• Q � PIO � RAL � LONGITUDINAL - �. INSERT.: •.: THICK ALUI�dNUM EXTE R SKIN"THE ENfS AID ONGEG WITH A 51P.UCTU V � N ADHESIVE, 20 Lu V- U THE PANEL5 ARE 3' WI.PE:ANG.VAEY IN LENGTH FROM 8';TQ E PANELS SHALL 6�_".J.OINSG _. . IN THE FIELD WItN 2-2X6 7PF#2(OR 6E f 1ER) GIMEN510Nk[`LUfJIN6ER INSERfS• OPENINGS 5HALL NOT 6E CUT IN THE PANEL,5KIN5. : Z GIIVENSIONAI,LUM6ER ::" ` A.DIMENSIONAL LUM6ER:SNALL 6E DOUGLAS FIR,50LITHERN PINE,'NEM FIR,SPF,POIJGER05A NE,`REGW000 OR WE5TEN CEGAP ALL GIMEN5IONA,LUMDER SHALL 6E-C4WE #2 LEDGER CONNECTED f0 MINIMUM' -2 G GI E Y AS IOU°IED HOU5E WALL,REFER TO.:::PET&16/5-4 OR17/.5-4 MEIJ510NAL LUIV f3Ef _y IALL f3E TR ATEG FOR FREVENtION OF DECA f3Y.TNE , GOVERNNG CODE OF NE LOCALITY 6 INSERT 2 X EPS : S 3 FO EGGGP DE UNGAiIONS: COPE FOP L FAIL : .. A. ALL CONCRETE PIER FOOTIN65 SHALL BEAR ON LEVEL( WITHIN 1:12)"UN715TU0EG 501LOR " APPROVED ENGINEERING FILL N41H A MINIMUM A LOWA3LE SOIL 6EAR ING CAPACI IN . 2/2X6 INSERTIb IN CAVITY _. . SIP UNnEr?FpONT WALL OF S STEM PP STEMS MAY EEUSED TO SUP�ORf fI�L�IPA�OOR ANG PA11 �.® Z IOOOPSF FOOTINGS SHALL EXTE FP05f LINE THEY APE ENGINEERED TO 5UPPORT ALL Gc516N LOA125 FOR THE 0 FNC�OSU\E• INTERIOR 2/ DOOM PPI 0. �rAp YFO�IGEDTN i PROJECT, 2X6 5HA L:I3Uff ATAIN5f THE J V) 5PLI ai. 13Uff JOINr.13ETIM:EN 2/1.2X6 NES. LONGITUDINAL 2/.2X6 4 CONC<�TE W AfrACNEn WITH 2-16d NAL5 IN5Et' n IN PANEL,THE A Al CONCI fE SHALL CONFORM f0 ALL PEOUIREMENfS OF ACI 30I"SPECIFICATIONS FOR a V rUP.AL , EXTERIOR 2X6 5H6ALL 6ELu ALL CON( MPPE551VE NGTN OF W z 0 : STR ONC�TE FOR 6UILGINGS CONTINUOU5 ALONG THE FAZE BETE` L:KAVE A`MINIMUM CO STRE 3000 P51 At 28 GAYS ANG WHEQE EXPOSED TO THE EXTE 10P ENVIROMENT 5HALL HAVE AN ENTRAINED AIR CONTENT 1- 0 6 OF THE PA NEL OF 6ETWEEN 4.57 t07.0 J. Q IB C. ALL REINFORCING STEEL SHAD CONFORM fO A5fM MI S 60 K51 DEFROMEG BARS ANG 0 L PA4L A55WPLY PM�S A5tM A185 ME5H, z L'C 4 z uj.. .. 1. 5 FASTENERS � 0 � A L FASTENERS SHALL 6E NOT GIPPEf7 GALVANIZED S EEL WITH A MINI MUM.ZINC COATING OF 0 W 0•85 OUNCE PEP SQUARE FOOT !-� Pi0HFi. , 55 , . . , • E FU;L 0 Lu DIAMETER 6OLT5 WITH A 6EN19ING YIELD 5TPEN6TH OF 70,000 PSI. p P.LAG SCREWS 5HOI_G PE GA,VANI5ED 5fEEL WITH A MINIMUM BENDING YIELD STINGt 60,000P51, � a� C.WOOD 5CREW5%ALL HAVE A MINIMUM BENDING YIELD 5TPENG as fH OF!80,000 P5 ® E AN'O �. scALe NONE 6 VAPOR 6ARRIER PROVIDE VAPOR 6ARRIER5 MANDATED L3Y:6 T MINIMUM E5I RECOMMENG5 A CTHYI G ado . -S POLY ENE VAnOP GApJPIEP %fits 9 ' �_.. S 'y III ta<l - .545".. o rn CD 6 5" 2.625° o: 08 1.60344 N 2.498" 1 Do cc 2.500 M M .. c/) Lo ... :. :: W ::� L ;:0.8 - .. .. b 6.000 O �. N _ _ 00 - . ... .:. - :::-. o. ri c-i - - rn N N o o 442'. 6. � _ � c c6 _ CD .. z _ 08" o: 0.1 ALUMINUM 51LI, O 0.1 Ln: o W o _. 1.680 - 0 a � s .. :.. -47 .. .. ::. A UMINUM COpN�p COLUMN ALUMINUM pAN�L NANG�t C3A5� 0 ALUMINUM 1 5�C110N p0OF 13�AM �.. A UMINUM 13A5� N �.51LL 15 pT 3.930" 3:07' O rn 2 00" o cfl 1.222 t 1.887 r a ;n + 1 543 F'� 'S ----R 1.623 0.080 o _ —aoss: 4.298: 00 5A5H IN5�P :. .N :: O1 Lo Lo 0.814 Lo _. o � 08" ]285 O 0.080"0.2oo 0.080J1 a ALUMINUM C�N1 t? MULLION © ALUMINUM POOP PANEL FASCIA ALUMINUM PFAP.ING WALL NWA P, 0 ALUMINUM N�AI?�p TOp o IMPI OCK IN5FP 12CE 6.00 6.00" Q co in ,� U o O �, H 0 t�,S .. t t�V J. -N =LJ�a � co N I N N t' :t �j IYD. '.;J39 vR .ro DATE: JAN:2008. 3.64 -�' : 0.52.,. 3.64" --�' 0.52" `t� 1.81 1.81'- IL Ll SCALE: NTS VINYL n00p/ WINnOW FpAME 3 VINYL pICTUt? WINt70W FpAM� VINYL I2O0p/WINPa 5A5f 1 o V�Nf INV\J OCK nM21-9 INTF-pLOCK © DRAWN BY: MJG DRG NO. 5-1 t OF 5 + G i ! _ PrOJECiION 0 0 NOTE: L 1-13EAM PE.3 1 �OOMINITN P.00M r 2IOX1/2 r&3 �. U . _ PANEL SPAN �f ANY CO103INAlION OF DOO?5. . 4„ M Tw,,p pID,�E GEAM 13 =10 X 1/2 5M5 3-3/4 OF 6 POOF @ 2 Cl C 5EE TA3LE I SHEET`r F6? INI NDOW5,TNAN50M5 AND KNEE 3 S NEFER TO TA131 E 5 SNEEf 5 5-4 "� _ @ 24"C'C T&G PANEL `�`� ALLOWiV3LE 5PAN5 WALLS MAY:GE USED PROVIDED FASCIA PEN co c Pop 51ZE5 . SPECIFIED HEIGHT AND`PA ING:: 2 (IMITATIONS ANE ADNENPD TO. �: .. :. J u, . S 3 7> 5: GTTPLICfUNE CL a-U _- i - SAJDWICN PANEL HOOF 5 Cl� CEN1Ep MULLION PEP 6 : . . w O 6EApING WAIL MU LION I max I DESIGNED FOP 30 PSG o NO?IZONTAL LOAD AND MP IMUM CENTE?MULLION PEp 6 M l, AXIAL LOA2 GOVENNEI713Y ROOF 3ASE 5ECTION PEp 4 O VINYL WINDOW: . :VINYL DOOR VINYL DOOR VINYL WINDOW — � VINY WINDOI'V VINYL D00 VINYL WINDOW � UNIT UIJIf. UNIT UNIT NErEp TO EAGLE 3 r0? UNIT UNIT UNIT PANEL CAPA ITY 4#10 X 3/4"@COLUMN WITH U I. ALLOWA3LE N.EIGNf,SPACING AND #10 /2''SM5 @'6"c/ — 14 II WIND LOAD COM3IVATION F0? 9:: I 5 II V P P CIO X3/4"SM5 @ 24"c/c TO 5 ! WITH 5 Af.COLUM UP TO 20P5F NO IZ WIND LOAD >. 5 4 S 3 NON 3EA?LNG WALL MULLION 5 3 4 PANEL/TP,AN50M FPFVvE W a 1 _ ( _. 10xI/211,5M5 @ c/c I2 5 10: 6 WITH 5 AT COLUMN UPTO 30P5F NOOZ WIND OAP CEPJTEp COLUMN PEP 6 Z o KNEE WAIL 5 3 I KNEE WA L 5 3 5 CNOV-AXIAL LOAD GEAPIZO O Q KNEE WALL KNEE wAI1 �12 13-WALL TO p00F C0WC110NPb AID C s 8,MAXOLU N COLUMN PEN -- 8'MAX 8:MAX 8'MAXMAY 8.MAX 8'MAX 8'MAX C#10 X 3/4"5M5 PE?PANEL T&G C 6 T0rA-)FLU COLUMN DESIGNEE POP,3C P5F n _ COLUMN 5?A INu': COLUMN 5°ArING C01UMN 5'A LNG COLUMN 5-AA-LNG C01UMN 5'ArINu' COLUMN 5'A LNG COLUMN 5'ACING � FAYIA'E?'. NO?IZONTAL IOAI7 AND MAXI i I'�IC X 3!4 .SM.@(=SEAM r&3 20 P� U MAX ROOM WIDTH PMOMIVED 3Y A.Lo1NA31E PANEL SPAN' AXIAL AS GC\/ENNED 3Y ROOG HORIZONTAL LOAD C 2 fCM- ..PANEI;CAnACITIES - _ _:. OADC4T AI). �0 NOJZONTAL IGE Of fFAT10 FNCL05TE MOW fL VATION FAT10 �NCLO%F,? FRONT��fVA110N, ?MASON?Y STRiYtLINES 2 , r0 ' 4 VO I/4"X 2"ZAMA-NAZI IN ' �1pL! f EXISTING " 52 EXISTING'TRIP . ANCH9 COVEp�O NECTINGNOOF/ a rOP tIM3EN'NAMED 51NUC1UNE5 WALL OF EXTG 7fIZUC 5P LCf PE t0 MA50NRY WALL y 16"X 3"LAG- 2 SErs 2 OF 2No ,/ j YpEW7 ATTACHING THE PAt10 POOr STPUCTU f0 THE TWO OUTEpM05T SEE DETAIL A FOP,CONNECTION ... POO"F PIDGE GERM 5fJP5 OF THE EXISTING TIMGEp`NAMED OF EDGE Or HOOF SYSTEN TO (VEIZ ro THE 5 5I-EEr4 STNUCIUP.E EXIS LNG WALL Fok'PIDGE 9AM 9ZF5) .. ::/ AN% DE r0N Af fACNfv1ENf TO 1IM3Ep FP D WALL PPOVI P 5%I611 X~„LP6 SCFEWS 0N. :. ;... z PA Ifs PE,.SEC�ON 2 SHEET 5/:2 A WALL p C PWA L H OF XY�5� N AN p�DE CICAD GEA.INs) C LOAD 3EA.ING), '` .. FO I/4 X 2"Zt W`C V CN N5 o. HOOF EDGE 33/�' 01'.6''THICK PA I JEN; +,'. `_ TIt FOLLOWING SPA:ING AP?VES fb 60TN CA5E5: O .... I poor STNUCTU o f r ' ! I @ 2z""c/c @ 20PSG HO?IZONTPL WIND PP S. of 2@ 16"c/c @ 3OP5F NONIZONTAL IMND PIT5 O ebFf ffi A, �bGL OF-TOOT CONNECTION TO. WALL , 52 MINIMUM NOOM WIDENS A':'OLLo1N5; NON'vEANIN6\HALL(3-WALL) PS`=I,O X N00M P20JECTION �> �� ? p00F TO �X1 G STC?UCTUC?F CONNC110N b�TAll o LLJ @ 22._- 5`--=I.2-X-NOOM PROJECTION `�" �,a H o v' S 2 3 I @ 2V;5 P5, 1.4 X NOOM PNOJECION "'CONCP.ETE 9,A3 ON C40PVE NEIN`ONGED y,1p� �Nv #10 X 3/4"5M5 @ w 52 WALL Or P PANEL HANGER PER WITH 6X6-W2.0XW2.0 ON VA oN GARNIEN f / 12"Cl C TO _I. PA110 ENCLO51T ON 4"CLEANOF STONE ON FINM&STALE rlf I�(�I o w SUGNNADE Q m .POO"r OVENIJANG, a L 't � cn 0 r /I6 X 3 LA.�5'?EWS I d NOOM WIDTH GNADE o a , — ;::.... 4 ::: a ON 5 ACING PEN FOLLOWING TA3 E.. GOVENNED 3Y ALLOWAGLE ROOT PANEL SPANS:5sE TA31E I SNEE i:5-5) — -.:--•.�-_•-.,rr��•'•. 1,� '�' ', ,� a I I I III poor LOAD(FLIP) a 100 150 200 250 300 350 NEO'G i .} t w }� PKI0 FNCL05Up� FLAN F P , P SPA.IN 16" I6 I2 10 8 7 6 5 OOIINGT03EA.ONAFI,.M � �� '� '� rj Z $4 CONTINUOUS T83 — a I 5TA3IE 5 C3G?A17E NA1/LNG A C IN) l ` (` P rEP,f0 TAME 2 S,fEf 5'rOP RXf ILOA95 Ar 5U r0K-5 I MINIMUM SA`E 3EA,IPJG CAPACITY OF 1000 PSG MIDGE 3EAM C rYFE"TO DATE: JAN Zoos A31E 5 SHEET 5 FONI {� � 1 1i 10 @ 12"C/C f&3 scALE: NTs 8"MIN _ SIZES;. . . llr r/ �/•2"PLYWOOD SPA EN-IF USING 3 y DRAWN BY: MJG `DIMEN510NAI LUM3E?3EAM DRc No. s-2 e FOUNPKION PML e QP6E 6FAM TO PANF1 PETAL S2 52 � 2OFs 5#IOX 5/4"5M5 AT PANEL VVL 5#IOX 37 4''5M5 AT PANEL W/ o ro 2#10 X 5/4"AT 1-6EAMi FOP,FOP UP TO 100 PLF LFLVT 2#10 X 3/4"AT 16EAM FOP FOP UP fb 100 PI F:f- FuT rn rn 3-�/a R6 m (3#10-x-3/4"-Af 1-DEAM U'TO 200 rV UPLIFT 9 5ANOWICN PAIL 310 X 3/ AfT=DEAM Up TO 200 PLF U LIFT Gr#1,0.X 3✓4"'Af EACH 1-6EAM UP TO 500 PLF UPLIFT* °# a" ILK 3 3/k"OF 6"THICK 10 X 3/ Af EAGN 1 3EHM UP f0 300 PL UPL C'� Refer to table 2 sheet 5 iu•upllf✓Iv�d at ra�fwpp¢ts) ( pe{'c;{o i�blc 2 sheet 5 frr upliRload at rwf wppnts). SANDINICN PANEL W . urn I ' K0o'r PAW. `A50APEP7 / l #IOXI/2 =M5 u-`` 24"c/c VERICALLY �. .. —. #8 X:/4" /' I I VINYL GOOK/ WINDOW LLJ I� =EAME PEP 13 _ 24"T&6 / o (mow HEA;?fF APM PEP 9: / I 6 PE?4 / NEA°EE:Fd?MPEE.7 U c FA50A PEP / / ,Q. FASCIA FFEE 7 16 C/C /�"X 2''LA 2d" # F.E T a EA17EP PE MEIN c 2/ VEPTICA LY.FOE ATTACH MENf TO EXI5TING /4"nK HEAGEP'EP c3 L 10 X:/9"TEK 5YI1W¢16"C/C #10 X./4"-EK N TPJ TIaPE # c 5CKEW @ 16!'C/C �W3EP FPGJ&VVAI-. LiJ 5 10X3/ o. @ G4"T&6 #10 x 3/4"@ 24"c/c 2 No,I/4"X 2"ZAMAC.NALIN — FOR U LIF T GOAp5 ON CON1"COLUMN LP1O1140LG5* f&f3, ANCNOPS @ 24"c/c VE'.TICfV LY FOP Q_ t 5M5 CONNEC 116 fV2EK i 0 CGLLMN #10 X 1/2"@ 24"EP.,5iM ATfACI�ME NT TO f N`OWY W/V-I. v Use UPLI%T X 5/.q ON 5 CONENV CO UIdVJ APIC 2048 UI L' 8#10 X�/4 SM5 CONNEC III NEAI7EK 0 CGLUNW '�P.eFer to table 4 sheet 5 fv cdumn upI lft lovz � . 10 X I/G 5. #. M5 _ N 2#IO X I-I/2"5M5COwC1N6 'VERih.PLLY � C #10 X�J/4"SMS @24i''VEEfICALLY HWN V 5EC10N TO COLUMN EA 5117E ATTACHING VVE35 OF 2 PIECE s 3 NEVf F\TO Tp�AN50M 4 ro AL) GNs P R 4 GENVCOLJMN #Iox 1 . ... 11 5 511?UCTUp� 5N5@24" /c. 5 3 � PE WALL CONNECTION TO M6 r n \ PIc u�tMNngvv :. o COENEP COLUMN.M I 8 'COt?N�t?COLUMN TO N�AII�p�EN1EE COLUMN PEP 6 EVTEP:COLUMN EP 6 PkAM PER I3A s 3 QNTcP\COLUMN TO H�PMp 17�TAIL GP E PER 9 #IO x 3/4"SMSa c V . CALLY WINDOW:MANE AS PEE 4 #,10._X 3/4''5M5 @24"VMI C&I-Y WINDOW FAME PEP 13 PEP 13 6 C�2a"c/ EPTI ATTACHING 1.f35 OF 2 PIECE: e01 TOP RPoI Oe. CENTEP COLUMN UPLIFT LOP15 ON GENT ER _ . —, GOLLMN U°f01140;.G5�' SPSN PEE 14 U5F 4#lox 5/:4°5M5 000E/:WINDOW CONNECIN(i.I•EADER.TO COLUMN �'r_PAME PEP 1 cz ry n IN U-An17 Q A55 POOP,.ILL_PEE 5 #10 X I/2"5M5 I I 'rOp UPLIF T LOA175 ON CEhYER @ 2�"C/C EA.51PF - l - COLUMN UPTO 2045 D7 - 76 TIZAN50M TO MLI W MWE 2"#lox 1°AffA HIND f3A`,E : DPSE PER 4 :#10 X 5/4"@ 24" 5-7 _ G5E 8#lox 3/4"5M5� C:=f0-COLUMM SECTION-. c/c EA 5117E WINDOW/ 000E CONNECING EA17ER tO CGLUMN �} 2-112"MP, _ INSLLAnl7 GLf 55 . FP.AME PEP 13 Belo to table 4 sheet 5 fv cdurtn uplift ... .. ens 6A�PP,p9: -.: I I� I� _ '#ICX3��".SMS •°d ° °' UL_ WTTOM PAL G @ 2� c/c VEPfI'ALLY a ° SPSN PER14 CENTEP Mf ILLION PEP 6 I (� a WINDOW FPAMc PEP 13—� #10 x I"sms I� 2 No I//,"X 2"LONG ZAMAC e5 G ATTACHMENT OF f3A5E TO 11MDEP DECK 6A5E PEP 4 @ 24"c/c NNL1V ANCNOPS AT 24"�c/C SOP 0� w CMT 2 COLUMN TO PA5E ELAN? - CONNECTION TO cONc.ETE LA3 53 _S #10XI/2"@24"C/C XI"ATTACHING w�g� 4#12 X 2-1/2'"WOOD 5CrFW5 FOP - 6A5E OP m 2#10 cn: VINYL KNEE WAIL TO COLUMN 5ECTION (2 H2 X 2-1/2"VVOOG 5CP.EW5 Q #10 X 7/4"SMS @ 24"VEPiICA LY CENnR COLUMN PER b COLUMN UPLIFT LOADS U'TO 1080, AT 24"C/C FOP CONNECIIOV w ATTACHING INEGS OF 2°C.COLUMN 6 IZ X 2,I/2"INOOG-x°EW5 FOP, 9 C 0 _j z e OpN�p COLUMN TO 13 n�TWIL TO nM3EE DECK . z>-w { - 8#12X 21/27T01360# 7c / 53 ZOZ UPLIFT LOFV75'�U 'WooG x�W5 FOE s 3 ,WINnOW FP TO KN�� WALL---2 No 11.4"x 2"LONG ZAMAC NAILIN 0�5:o #10 K I 5M5 CENTEP COLUMN UPLIrTLOAP5*-UFTO �ANCNO°5 C 24"FOP CONNECTION TO.: '0RN R COLUMN'ER 1 12 (n00p SILL TO 13A5� n�TAIL �¢ a COWG11\G 2048# CONCEETE. A3 _ 5 3 w c=) 5- COLUMN TO GPI EASE PEP 4 KNEE WALL OP (Pe fer to ta61e 4 sheet 5 Tor cer�er — NUMGER Oe g' (2#12 X 2-I/2"VVOOD SCI�WS @ 24" #10 X I"5M5 ATTACHING.GP5"s Q column upllr'�loads) CONNECTG"`P 2,5 MIN ° ° r LC/CFOP COVNECTION TO TIMPEP PECK.. TO CORNIER COLUMN PER ND IN BASE PEP 4 (t0 AL O 4 5c SEC10N 5i 5`- ' ° a ATTA NMENT OF EASE f0 CONC EtE zLA3 Af REVVS) f c°' 2-1/2"MI OF °. p a CEVEE�OLJMN # u �4oS 1 O X I/�0 4 No.1/4 X 2 LONG ZAMA, ta� 'Sh, ° �ii u r @ 24"C/C NPoLIN/1NCN025AT COL JMNFOP ° k No. / X 2 ZAMA,NA LIN ANCHOP5 FOP R °.° ° e CONCREn 5-AD ° 9 °. CONNECTION TO CONCPETE 5,M o °° COLUMN UPLIFT LOAG5*UP T01080# ' 1 DATE: JAN 2008 6 No. /4"X 2 ZAMAC ANCHl FOP UPLI't r n. OF, ' .• d 1NiGER 17ECK ° 6 V#12 X 2-1/2"WOOD 5CFEW5 I' ' SCALE: NTS LOA175* JP TO 1360# ° N F _ .- cGNREn5NG ° FOECONNECTIONT0.11WEF h0 3 COLUMN TO 13A5� SECTION NO,1/47'x 2"zArvw �NCNoELFOE CENTEP OR PECK A9 . , _ DRAWN BY: MJc -OLUMN U.LIFf LOAGz*U TO 20 8# 1MGER DECK OFSoDR G N0. S-3 (-Refer to table 4 zh8et 5 fo wff`.cdum"uplfe Io dO 3 KW WALL TO 6A5� 5 z �ONPIF-COLUMN TO 13A5� r7�TAlL :'°"AL V�G 3 DF 5 5116"X 3"LAC,+5CrEVV5 CONNECTING 16 # -#10 X 3/.4:'.5M5 @-'112" o.M HANGEP PEP 2, r 10 X 3/4'5M5 HAN6AEP PEP 2 0 0 flANGEP f0 PIDGE(SEAM: 5-4 T&D CONNECTII� Z m rn CONNECTON FAx1A TO (VEP TO DETAIL 3/5-2�OP SPACING) - /CHANGEP TO PANEL C *0D X3/-4"5M5 @I2" PANEL cv cv .. "c/C T&3 F50A PEP? C!� o^o� ^� l I J 1 '5-3/4"OP 6"POOF � 3-3/4 OP 6 5ANDIMCN �— �� PANEL POOr" - I HAN6FP PEP 2of l` t 1-5/16"X 3"LAG 5G!?W5 f : EXTEND 5117E LE65 OF CENTEP COLUMN TOPOfTOM OF] OP 1/2"TNPOIIGN f30Lf5 J c. - 15EE DETAIL I6/5-4 t0� A GE HANGEP. SECY'EPIDGEGEAWi CENIEPG UM lMtl1� 1 ; r U"I F�LOAD5 UPf01400#;2 NO,-/2 STNPO 17 - ( ttl � �1 4i 4JffPONf AVD fSPLK LEGS t C3aT5 FOP U°GIFf LOA125 UPTO 1600#AND 3 No, .: W i Ft OF:CENTEP COLUMN TO c _ Z . 'f - 1/2 TI-POUuN r3aL 5 FOP UPLIFT LOA125 U TO 2500# WEP PIDGE PFAIh(-PEFFP-) I I. POfTOM 0-PIDGE 6EAM c � F " I., I . ELEVATION I 10 TA5 OP o TIWE2 PIDGE BEAM C PEA EP TO K� #� r SIZES)LE L TAGLE 5 SHEET 5 FOP P112CAF CUf GPONr AND�A:K LE65 sFss I FULL HE 2X4 50nEPN 5 SHEET 5 F BEAM 51ZE �r g n 'CENiEP C:OLJMN TO AT INE No.1 STUD IN`.EP I2 _ I OF OFF PIDGE)EAM ' INTO CENTEP� COLUMN,`5r'UD _ECEVArIOV_ _.. s Fr TO PPOVIDE FU-L GEAPNG r�"s CENTEP COLUMN PEP 6 >— w ..r :CONTACT WITH.IDGE 3EANi Lp .IP6G COLUMN TO PW6F BEAM CONNFC110N 12ML 13 �pIt7G� COLUMN TO pinG� 13�AM 12ML 16 VINYL OOOP/ TABLE&AXIAL LOAJ75 ON GA3LE PIDGE 5U'POPT P05T W- A,(COWV D):AXIAL LOA175 ON 6Wr PIDGE 5U'POPf P05f :F 3A5E PEP 7 VVINDOW FAME PEP 13 . C f3EI OW) DOOM Poo DOOM Poo"r PIDGE BEAM SPAN C"rf). #10 X 3/4"SM5 @ I WIDTH LOAF PID AM . IVJID M L0� n f L A"X 2"LA(5'9Y W @% I . I 24 e/.c.VEPflGALLY (F1) +/ e5r. 1O L2 GE r3E 14 5'AN.� ib . 18 (%r) +/ PSF IO 12 14 I6 18 . 24"C/C GONWJECTING THE :: �I �f EA SIbE: I—� SfJl7 TO THE CENTEP14 20 805 966 1127 20 1190 1380 I610 1840 2070 COLUMN 20 N .::: ��® 1 25 980 1176 1572 25 1400 1680 1960 2240 2520 FOP UPLIFT LOA125 ON PIDGE 005T UPTO 114CLr35*PPOVIir 4 F-LI,HEIGHT 2X4 S<?;No..I STUD \ #10 X 3/4"SMS(ZEA SIDE)CONNECING THE CENTEP I 30 1155 1386: 1617 3Q 1650 1980 2310 2640 2970 ATTACHED TO GALE P05f SLEEVE MU-ION,!TO THE(SASE i ; VVITH 1/4"X 2 LAG xPrW5 @ 24" FO?UPLIFT LOA125 ON PIDGE°05f UPTO 2048Lf35*8#IOµ i 55 203G 2436 2842 I 55 2900 3480 4060 4640 5220 C/C,,: X 3/4"5M5(4 EA 51DE)CON.N.ECI ING TrE CENTEP M'LION I a 65 2380 2856 3332 65 3400 4080 4760 5440 6120 2/ZY.4 PEQUIPED FOP GPAVITY LOWS I TO THE(SASE GPEATEP THAN 20001,1**�. _ F2 UPU'FTtoADS GPEATEP THAN 2048 L35:5FECIAL 75 2730 3276. 3822 I 4680 ?02 SPECIAL ENGINEEPING PEQUID FOP CENTEP ! 75 390C 5460 6240 O . GPAJITY L0PV5 RFATEP T!-AIJ 5900 CLOWN PEP 6 ITFEP TO TVLE A 5HEE T 4'OP U'LI-FT LOPJ75ON PIDGE 3080, 369E 4312 85 4400 5280 6160 7040 7920 85 1 Lf35* POST 16 20 920 1104 1288 14Z2 22 1265: 1518 17?I . 2024 2227 Refer to table A sheet 4 for gravlLq. 20 Inds on r!dce post 14 p117G COLUMN TO 13A5� r'�AN 25 1120 1544 1568 1792 C 25-- 1540 1845 2156 2464 2772 �p O S4 ° - (50 1520 1[1564) 1848 2112 30 1815 2178 2541 2904 3267 .. .. ... .. : J O %V,COLUMN PER b 55 2320 2784 3248 3712 55 3190 3828 4466 5104 5742 . < m Q 1 FULL NE16I f 2X4 5TUD IN5EM19 I/9"x 2"LAG.YPEVVS @ s• W 0- s - s r 65 2720 264 3808 4J52 65 3740 4488 5236 5984 6732 INTO CENTEP COLUMN S 24"C/C CONNECtING aNTEP COLUMN TO 20 75 . 3120 3744 4368 4992 75 4290 _5148 6006 6864 7722 ATTACHMENT 0r EA5E TO CONCH i E 5LAf3 AT fss F � v n � � � # � s s p CL U c SASE PEP 4f t I FOP UPLIFT UOADS ON PIGGE OST U T01140L35 P.OVIt E 4 IO X 85 �520 4224 4928 56�2 85 4840 5808 67?6 7744 8712 CENTEP COLUMN �f= s,:i 3/4"5M5(2EA 51DE)CONNECTING fHE CENTEP MJLION TO THE DA5E 18 w Q z,5°MIN Wr te-c FOP UPLIFT LOAD5 ON PIGGE P05f U'fo 2048Lr35*-.8#10 X 3/4'' 24 I 4 No,I/4"X 2"ZAMAC NNLIN ANCNO%5 FOP � s� O 1035 242 1449 1656 18b3 � _ 5M5(4 EA 51DE)CONNECVZ fNE CENTER MULION TO THE M5E 25 1260 I1512 1764 2016 2268 20: 380 1656 I932 2 8 208 4 4 COLUMN UPLIFT LOADS-U'TO 1080# °" a 25 1680 2016 2352 2688 3024 I _. • ° ' ' < ,; a, C�Peferao table A cn Sheet 4 fo-uplift loads on ridoe post) 6 No.1/4 X 2"ZAMAC ANCNOP5 FP uPI l,Ff e 30 1485 1782 F 2079 2376 2673 1 LOAYJS* JP TO 1360# �. 50 1950: 2376 2772 5168 3564 8 V0,1/4"X 2"ZAMAC ANCNOPS FOP CENTER ° 55 2610 3132 3654 4176 k698 v a 55 3480 4176 4872 5568 6.4{Ih Of COLUMN UPLIFT LOAJ75 U7T0 2048# ° e•a .. :4 e ° ATTACHMENT OF f A5E TO DEP DECK; 65 FOP UPLIFT LOA125 IN EXCE55 OF 2048#5PECIAL e e e. 3U6U 3672 4284 .4896 95U8 I #IZX2-1/2'WooD5CPEW5FOPGOLUMNU'LIFTLOAI25*-U'TO1080# 1 65 4080 :4896 5712 65 /��734fne,P�r DATE: J`AN DOB ENGINEEPINGOUID ° a <a. 3510 4212 4914 5616 6318 �c` (*Peie to able h Sheet 4 Pv na ° e ° '# 12 X 2-1/2"WOOD 5:PEVV5 FOP UvI-IFT LOA125*-UP To 1360.#y 7y � � qe post uplift loads) 6552 ?4r38'� 8424.I SCALE: Nrs a 8#I2 X 2-1/2"WOOD 5'PEW5 FOP CENTEP COLUMN i.i'LIFFT LOADS* 4680 5616 85 3960 4752 - 5544 6336 728 UPTO 2048# I 85 5280 633E 7392 849 9524rt_ DRAWN BY: MJG (Refer to table A Sheet 4 for ridoe column uplift Lads) r n DRG NO S:a 15 V1176F COLUMN TO 6A5� 5FCTION p fA3LE INCLUDES ROOF PANEL DEA17 LOADS *rASLE INCLUDES P00'r PANEL DEPJ7 LOADS 4 , 5 4 ® fay �P +��a�OF:s e .a t. 2./ 601 l