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HomeMy WebLinkAboutBuilding Permit #11 - 337 PLEASANT STREET 7/5/2007 TOWN OF NORTH ANDOVER NORTH APPLICATION FOR PLAN EXAMINATION o` ,,go 1 �o f 6 APPROVED •� i Permit NO: Date ReceivedArgo .►. �9SSAc Husr`��� Date Issued: IMPORTANT: Applicant must complete all items on this page LOCATION 2S —7 Print PROPERTY OWNER TI"I�r�5 a� D/9- Print MAP NO.: PARCEL: ZONING DISTRICT: TYPE AND USE OF BUILDING HISTORIC DISTRICT YES ❑ TYPE OF IMPROVEMENT PROPOSED USE Residential Non-Residential ❑New Building 1176ne family ?Rkddition ❑Two or more family ❑ Industrial ❑ Alteration No. of units: ❑ Repair, replacement ElAssessory Bldg ❑Commercial ❑ Demolition ❑ Moving(relocation) ❑ Other ❑ Others: ❑ Foundation only DESCRIPTION OF WORK TO BE PREFORMED nY�V) ?)-c6h "-� f-y) Identification Please Type or Print Clearly) iPhone• 970 6p� qy yJ OWNER: Name: � 1-��K4s� / G7J).�✓4 Address: l US �tr►,r�+�ef C6 �,,"�- Phone: CONTRACTOR Name: �� r�/1-tZ�►r Address: Z-S r UPP V 4 YLS i2D VS'TX00 0 1/Vl 3 'Se Supervisor's Construction License: C� j E 07 ` , U xp. Date: 9� aS G-7 Home Improvement License: 23� 2 Exp. Date: G ARCHITECT ENGINEER Name: Phone: Address: Reg.No. FEE SCHEDULE:BULDING PERMIT:S12.09 PER 51000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost :$ `� FEE:$ L — I Check No.: 0 Receipt No.: Page I of 4 TYPE OF SEWERAGE DISPOSAL Public Sewer F1Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well F1Tobacco Sales ❑ Food Packaging/Sales ❑ Permanent Dumpster on Site ❑ Private(septic tank,etc. Lzd Electric Meter location to project t'. NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner l/`--� Signature of contractor' >� f Plans Submitted ❑ v Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF- U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ ❑Water Shed Special Permit ❑ Site Plan Special Permit ❑ Other COMMENTS DA JECTED DATE APPROVED CONSERVATIONf COMMENTS DATE REJECTED DATEAPPROVE IiEALTH ❑ Il I w COMMENTS__ Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments i Conservation Decision: Comments I Water& Sewer connection/Signature& Date Driveway Permit Temp Dumpster on site yes_no_ Fire Department signature/date Building Setback (ft.) Front Yard Side Yard Rear Yard Required Provided Required Provides Required Provided / 108 / Dimension Number of Stories: Total square feet of floor area,based on Exterior dimensions. Total land area,sq.ft.: NOTES and DATA—(For department use) Page 3 of 4 Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Created JMC.Jan.2006 Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit ❑ Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work Addition Or Decks ❑ Building Permit Application ❑ Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM05 Pao?4 of 4 Location No. & Date NORTH TOWN OF NORTH ANDOVER a � • OL Certificate of Occupancy $ ,ssACMUSE�� Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ y TOTAL $ Check # 20 � Gi X/ Building Inspector NORTH TO" Of _ Andover 0 .......... V" No. f Tom* 0 o dower, Mass. Q •- LAKE 1 COCHICHEWICK 7�SDRATED 01? C3 U BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System BUILDING INSPECTOR THISCERTIFIES THATl ............. .. ...... p................................................................................. Foundation 10�.. has permission to erect........................................ buildings on 7 ................. Rough to be occupied as.. . . Chimney provided that the person accepting this permits all in every respect conform to the terms of the application on file in Final this office, and to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS � ELECTRICAL INSPECTOR UNLESS CONSTRUTS Rough ................. Service BUILDING INSPECTOR VM � Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. E K SURVEY INC ♦HAI1ERHU,MA+ Phcne 978-489-1"5!'Fac 978.468-!W t }REF. fes" tSRTt3A[i PLAN REF. VCl DtG SPECTO� AppRSS OF pRp}TQ 3f 1W -T— SCALE. 1'z l --.. zoo.30 Q Box s��f �► Tank a ^i , Lo-' t ss,zqo r�alr�.4�o� 20' vfit.try A40 mkik too,, 4 !< <3 �3y Z zq 13 D-13Dy 3 T. Gmµ AUDEL The localion of tllg ptinc ructurtts No,36M ,� rt+e► tstC CERTlFICThis V lg aps0ifiCO"Y tOf o This MOrtglA4e PIOt Plan was prepared � -f It r� yelth the local,2i0nIF1Q b�tawa in!Nett when Constructed mortgage psxposes Ali and it is not intended�to t� ��tr. (0t l � �or isGXWW trop vids6on enter l to bee prnpeety line a la+xi surveY !� Ati ROW under Mug®.l. Title VII,Chap 40A.Sec" 7 to estobtab any of the prcP"Mm fa ant purRose"NC !SumbWding i not in s Ftood Hand Am responsibility is eAw*4ed to the l6nd owner or orxupant. ®Susi twVAWV is in a Flood Hazwd Area. This certificstbn is based on tt*IDoation Of auevay meeker Flood Haiard determined from lits FIRM ririf of others. Dated- JOBB 12 Yoe,- 14mS sl E K SURVEY INC .MVEf:l ",MA+ Phone g/g.gb9.4985♦Fsoc978-A69-70A6 DEm REF. � PLAN REF. S �" MORTGAGOR DATER iNSP�CTiON —' ADDRESS OF PR{NCIPLE BUiW�G SSCP;V t� is I i iwr t rJa��o� i 4 T,* AVDEL V+ The bcatton of trig ptin iP�E� s 't�rilt l 13�ta]l� — No.36W A w -.•_ar, f,�C of it GERTtFtCATtQN TO a Ptat1 was PreR S �i"ft for ��� !{ClSl�ii t` with fte bcai zw*V bylaws in effad Yrhen tonsiructed This AAgrtgs� from vidgbw enforcament mortgage purposm�ad Itb not itdended of rep"mww� JSiO 4`+� andi or is easert+{st 40A Sec 7. r gear land survey.This IW is nut to be used \.N,it Ud actl m under Mass B.L- Tift VII.Chan. to be a p opertY 14fes fa airy purposa.No t» ya is not in a flood Hazard Area. to asfebiah any of the proPsKY fl S bMyt is to a Flood Hazard Area. �portsibillly is a,dended to the�oMrnar or occupant. Ttus certification is based on the location of sum'+nom FtoW Hazard determined from the FIRM trsa L?sitad of odW2. JOBA---Z you LS p1.4 _ �y Board of Building Regulations and Standards One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Home Improvement Contractor Registration Registration: 123392 Type: Supplement Card Expiration: 2/11/2009 US REMODELERS INC-d.b.a FACELIFTER DAN FARRELL 405 STATE HIGHWAY 121 BYPASS STE, 2 LEW ISVILLE, TX 75067 Update Address and return card.Mark reason for change. DPS-CAI -1 SOM-05/06-PC8490 � Address [] Renewal F] Employment [] Lost Card 7k 1�am�rronureal c o�✓�aaaaclzuvPlta _= Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 123392 Board of Building Regulations and Standards Expiration: 2/11/2009 One Ashburton Place Rm 1301 Type: Supplement Card Boston,Ma.02108 US REMODELERS"INC-d.b.a FAC BWFAFrtRELL / 405 STATE HIGHWAY 12T BYPASS / EM&AttE,TX 75067 Administrator Not valid without signature �iea�,vusa�uvea�/o`'./�taodac`iuueka BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR P NUmber. CS 070960 I i3irthdatB; 49125/1966 Explres:09/25/2007 Tr.no: 4319.0 ReSU`iCted: OQ DANIEL H FARRELL'''' 101 POPLAR ST —c TEWKSBURY, MA`0.1676 Commissioner 4 DATE(MM DD YY) i AGORDT. ''SCA► OF 3ABBATY INSURANCE04/04/07 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY Aon Risk Services, Inc. of Virginia 7325 Beaufont Springs Drive AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS Suite 300 CERTIFICATE DOES NOT AMEND,EXTEND OR ALTER THE Richmond VA 23225 USA COVERAGE AFFORDED BY THE POLICIES BELOW. PHONE-(866) 283-7124 FAx-(866) 430-1035 INSURERS AFFORDING COVERAGE INSURED INSURER A: American Guarantee & Liability ins CO U.S. Remodelers, Inc. INSURER B: National union Fire ins Co of Pittsburgh Attn: Stephen Thompson 405 State Highway 121 Bypass INSURERC: American Home Assurance Co. Building A, Suite 250 Lewisville TX 75067 USA INSURER D: O v INSURER E: a CO Gertifi ate.isnot intended to specify'ali endorsements covers"es terms conditions and exclusions of a policieg shown: THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED,NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR POLICY EFFECTIVE POLICY EXPIRATION LTR TYPE OF INSURANCE POLICY NUMBER LIMITS C DATE(NM\DD\YY) DA'1'E(D1.V1\DD\YY) n N B GENERAL LIABILITY GL1774139 04/02/07 04/02/08 EACI I OCCURRENCE $1,000,00000 X COMMERCIAL GENERAL LIABILITY General Liability FIRE DAMAGE(Any one tini $250,000 00N CLAIMS MADE X❑OCCURO MED EXP(Any one person) $5,000 O PERSONAL&ADV INJURY $1,000,000 N GENERAL AGGREGATE $2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRO- PRODUCTS-COMP/OPAGG S2,000,000 C POLICY UJ JECT a LOC Z y B CA 8262349 04/02/07 04/02/08 AUTOMOBILE LIABILITY CA SINGLE LIMIT Business Automobile (Ea accident) $1,000,000 t ANY AUTO X ALL OWNED AUTOS BODILY INJURY V SCHEDULED AUTOS (Per person) X Ii1RED AUTOS - BODILY INJURY (Peraccident) X NON OWNED AUTOS PROPERTY DAMAGE (Peraccident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT ANY AUTO OTHER TI IAN EA ACC AUTO ONLY: AGG A EXCESS LIABILITY AUc534554902 04/02/07 04/02/08 EACH OCCURRENCE $10,000,000 X OCCUR ❑ CLAIMS MADE umbrella AGGREGATE $10,000,000 DEDUCTIBLE RETENTION B wc7171490 04/02/07 04/02/08 X WC STATU- OTII- WORKERS COMPENSATION AND workers Compensation - AOS B EMPLOYERS'LIABILITY wC7171491 04/02/07 04/02/08 E.L.[TORY ACH ACCIDENT ER $1,000,000 0 Workers Compensation - CA E.L.DISEASE-POLICY LIMIT $1,000,000 C wc7171493 04/02/07 04/02/08 workers compensation - Tx E.L.DISEASE-EA EMPLOYEE $1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNEIiICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS cancellation Provision shown herein is subject to shorter or longer time periods depending on the jurisdiction of, and reason for, the cancellation. CANCELLATION;. For Information Purposes Only SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,TI IE ISSUING COMPANY WILL ENDEAVOR TO MAIL TX 00000 USA 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO TIME LEFT, BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON TIIE COMPANY,ITS AGENTS OR REPRESENTATIVES. al AUTHORIZED REPRESENTATIVE wawa M&4 .90W.Aca". 7rsa. o��/var�ecaesa - 6 The Commonwealth of Massachusetts Department of Industrial Accidents r _ Office of dnve9tigations . d 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): r✓yl rl g_s G Address: I Z 5 r L' )`'��z'�` City/State/Zip: /yt& ()I50�hone #: � '��� 3H -1 Are you an employer? Check the,appropriate box: Type of project(required): 1.[ I am a employer with_3-5't 4. ❑ I am a general contractor and I 6. ❑ New construction employees (full and/or part-time).* have hired the sub-contractors 7. ❑ Remodeling 2.❑ I am a sole proprietor or partner- listed on the attached sheet ship and have no employees These sub-contractors have 8.' F-1Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition o workers' comp. insurance 5. ❑ We are a corporation and its [No officers have.exercised their 10.0 Electrical repairs or additions required.] II.❑ Plumbing repairs or additions 3.❑ I am a homeowner doing all work right of exemption per MGL myself. [No workers comp. c. 152, §1(4), and we have no 12.0 Roof repairs insurance required.] t employees. [No workers' 13.[x] other comp. insurance required.] *Any applicant that checks box#1 must also filt 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. lContractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers,compensation insurance for my employees. Below is the.policy and job site information Insurance Company Name: Policy#or Self-ins. Lic. #: -. '�� 7 1,910 Expiration Date: 4 - 2- 05 Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a 4 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.violators-Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA.for insurdace coverlge,.v erification. I do here under the painses orfperj ry that the information provided above is true and correct Si a Date: tui Phone# 1 1 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#: .Gi 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 hue, 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-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 mernbers 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 i.^.the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permidlicense munber which will be used as a reference number. In addition, an applicant that must submit multiple permittlicense 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-MASSAFE Fax#617-727-7749 Revised 5-26-05 ALL HOUSEPLATES ARE TO BE SUPPORTED BY 4"x6"OR 6"x6" TRIPLE LAMINATED POSTS AT THE HOUSE OR BY A DOUBLE 2"x10"CANTELEVER SYSTEM OFFSET FgOM HOUSE,DEPENDING UPON FIELD CONDITIONS. (SEE DETAIL Q7) 2"x10"HOUSE PLATE 3/8x4"DOUBLE HOT DIPPED GALVANIZED EXISTING TOP PLATE LAG&WASHER @ 16"oc 1/2'EXISTING SHEETING Xp�ISgTINUSEPLATE q g pip 2"x4"LEDGER GIRDER BEAN Sm DUALS 3/8"EXISTING SIDING EpR I WALLN" A&B ATTACHMENT 3/8'x4'DOUZEDBLE OT DIPPED VIAS�ING 2"z4" ALVAN3/8"DOUBLE HOT DIPPED PP E 6- GALVANIZED WASHERS EXISTING SILL PLATE I q ' VINYL FLASHING ON 3/8"x6•DOUBLE HOT DIPPED �DjE 510E BAND 3/8x6"DOUBLE DIPPED HOT 3/8" TOP OF HOUSE PLATE GALVANIZED LAG HOUSE BAND IS NOT TO SUPPORT GALVANIZED LAG b WASHER @ 16"oc GALVANIZED NIZED LAG DOUBLE HOT DIPPED ANUIOTHER LOAD OTHER THAN ITS' GALVADWEIGHT. THE LAG PENETRATION 2"x4"LEDGER INTO EXISTING HOUSE BAND WILL BE THE LAG SPACING 15 ONE 4•LAG AND A MINIMUM OF 1-3/4"AND A MAXIMUM ONE 6'LAG ON EACH END OF THE �eDxYLL 2"00"HOUSE PLATE OF 3". ALL LAG BOLTS TO BE HOUSE PLATE AND THEN ONE 4"LAG INSTALLED USING AN ELECTRICAL AND ONE 6•LAG EVERY 16"oc r MODULE EXISTING CONCRETE IMPACT WRENCH WITH A MIN.TORQUE lJ DETAILS FOUNDATION OF 11OFT:LBS 5_'�HOUSF PLA ___ rP ,_HOUSE PLATE LAG BOLT SPACINC2 uLING u+ouNo LIVt LUAU '� ( I D&K COMPLETE DECK ST TAILS AQIHG TO BE COIKCTED TO HOUSE USING A 3/8"x4'LAG 4'x4'DECKING MODULE RECESSED INTO UNDERSTRUCTURE AND SM DUAL TRUSS PLATES SPACED SUPPORTED BY WOOD ON WOOD Sa DETALn RAILING APPROX.EVERY 8'cc CONNECTION WITH GIRDER BEAM r DETAILS LEDGERS AND FASTENED WITH SPLIT SEAM TYPICAL FRAMING MEMBER (2)3'NAILS EVERY 10'oc. S DETAILS SEE 2G'xL8"TRIPLEHOTDIP�P�ED DUALS PLATES I BOTH SIDES OF NOTCH SM DUAL CANTELE AND 20 GAUGE GALVANIZED $` POST DETAIL 2"x10"NOTCHED TRUSS PLATE INSTALLED Z xip• STEP DOWN 2"x4*LEDGER ON BOTH ENDS WITH' TON PRESS HOUSE PLATE X PAD DETAILS SEE DUAL TWO 3"GALVANIIZED 2"x4•LEDGER I &K POST SCREW SHANK AILS DETAILS SEE DUALS 8 c-c. UNDERSTRUCTURE 2"x4"LEDGER C & L DETAILS OTCHED BEAMS FORM A WOOD ON WOOD NOTE--SEE DETAIL®FOR: CONNECTION WITH THE 2"x4"LEDGERS OF (1)POST AND FOOTER LAYOUT CONNECTING BEAMS. 1813"GALVANIZED SCREW 121 FRAMING AND UNDERSTRUCTURE LAYOUT SHANK NAILS TO BE TOE-NAILED INTO EACH 131 RAILING LAYOUT HOUSEPLATE OR CONNECTING BEAM. 14)STAIR LAYOUT FRONT BAND 2'x10'CROSS 101sT WITH 2"x4"LEDGER ISOM TRIC RAWIN 2"x4"LEDGER % 0 A 2'x10"GIRDER BEAM WITH 2 SIO-BAND y/ITH JOIST LEDGER WITH INS LESSER IMAX JOIST SPAN 16'-0"I CONTAINS TRUSS PLATES C FRAMING/UNDERSTRUCTURE CONNECTION DETAIL ON ONE SIDE ONLY 1 DESIGN EXCEEDS 60lb.LIVE LOAD WITH 2"x4"LEOGEER 45-3/4" CONTAINS TRUSS PLATES ON ONE SIDE ONLY 8'-0'MAX SPACING LATERALLY BETWEEN POST 200 GAUGE GALVANIZED GgTRUSS 2"x10•GIRDER BEAM SIDE 1/8"WATER 2p �g�15fi GIRDER BEAMEN ITCHCIIINSTALLED BAND,OR CROSS JOLT DRAINAGE GAP NAILER BOARD,,CEISGER�OARO WITH A 10 TON PRESS. " " " 5/4•x4"DECKING '� � - " DESIGNER DEC( I NOTE: FRAMING LUMBER TO BE SOUTHERN LEDGE �OARD NCH DIRECTIONSITYP.1 PINE NO.I EXCEPT FOR ALL STRUCTURAL 16'MAXIMUM LENGTH MEMBERS SPANNING OVER 8'-0"ARE TO BE 2'x4'LEDGER/ TWO 3"GALVANIZED SCREW US REMODELERS DECKS,ENCLOSURES,AND GAZEBOS ARE NOT INTENDED TO SUPPORT HOT TUBS AND SELECT STRUCTURAL WITH Fb=2050 PSI. SHANK NAILS 8"c-c SWIMMING/BABY WADING POOLS. A SPECIAL SUPPORT PACKAGE IS REQUIRED FOR ADDITIONAL DECK BOARDS TO BE 5/4"x4" E U D STRUCTURE SSEMBLY SUPPORT BEFORE ADDING THESE TYPES OF PRODUCTS OR ANY OTHER HEAVY UNITS NO.2 STANDARD GRADE SOUTHERN PINE. LUMBER IS TREATED WITH PRESSURE TREATED NOT TO °L DESIGN EXCEEDS 600x LIVE LOAD �G1 MODULE INSTALLATION WITH FRAMING OVERVIEW_ NON-ARSENIC BASED PRESERVATIVE TO OINU I I U SI:AL 05IGN DMEEDS WI'•UVELDAD THE REQUIREMENTS OF AWPA C2-92. NOTE:2000 lb.SOIL BEARING COMPACITY (� Q� 2'x1O'SIDEBAND PLAT HOUSE X-BRACING TO BE USED IN DECKS OVER 14'-0" SEE DETAIL u,DNDEkST STRUCTURE. PLATE y TREATED LUMBER BELOW GRADE WILL BE FRONT BAND Ng A.60 OR GREATER RETENTION LEVEL 2'X10'FRONT BAND (413•NAILS,TOE- DETAIL®1 RAILED INTO CANTELEVER BEAN. 3/8'x4•DOUBLE HOT DIPPEDGALVANIZED 2'z6'BACK JACK LAG WITH WASHER AND 1213'NAILS 2•x4'LEDGER THE NAIL PATTERN CONNECTING 6'x6" THE POST FORMS IS TO BE 3 NAILS 8'oc DECK POST TO DECK 3/8•x4•DOUBLE HOT A WOOD ON WOOD INTO THE INNER JACK 3/8•x6'DOUBLE UNDERSTRUCTURE UPPED GALVANIZED CONNECTION WITH HOT DIPPED FOUR 3'GALVANIZED LAG WITH WASHER THE UNDERSTRUCTURE. 3�!`t�Of MASS,fCiy�c GALVANIZED SCREW SHANK NAILS AND(213"NAILS 2'x6"FACE JACK ApL�ATED LAGS 6�5 ( pp A!6)WASHERS SPACED EVERY 10'ac. DEEC1K POST TO DECK 6LLAMNA 05 6") ? DOUBLE 2"x6' 8•ax MUM LOOMING OUT �� ��� O CANTELEVER SUPPORT TWO 2'z10'S UNDERSTRUCTURE �Z st MAS„ NAILED WITH 2 NAILS CANTELEVER BEAM 0 SPACING FREEDMAN-HONDA 982379 ►�`�'t` Ss EVERY PER S((POPORT)IF 10 NTO 48'MN ALL LUMBER W/GROUND PST NUMBER �� µ:Vi CONTACT TO BE TREATED 2'x6•INNER JACK POST. 48'MIN. IRR RATAO ETENTON L�EVEL� 6-14-07 N 490 gEL�y STREET C[TY THE NAL PATTERN GRADE 8"x15'CONCRETE 8"08•CONCRETE IS TO BE 3 NAILS 6�6 t7p�p�E Z 6'I FOOTING(FACTORY I FOOTING(FACTORY 337 PLEASANT STREET NORTH ANDOVER fiGl' III INTO FACE JACK LAMINATED P�OryS PRECAST X83000 P.S.I. } PRECAST FACTO P.S.I. POS SPACING UNDERCa7TROLLED UNDERCONTROLLED ESSEX MA 01845 SS CONDITIONS) CONDITIONS) DESIGN DRAWN BY is LEGACY REPORT r TAIL OF CA TF�EV�F�t 6"" �\_ ( elj OF - E 6'x6' VAN BOON 93-52.01 I " TRIPE "x6" 1 ST CONNEC 10 .A 'FO ER K �t L dun _ DECK DIVISION FOR HOME DEPOT PAGE) 1 OF 2 \,VNOT TO SCALE Ex®S 601b.LIVE LOAD 1 NOT TO SCALE Extl�Gab.LRS LOAD OT TO SC LE EXCEEDS Eft LIVE LOAD 1041 CANNONS COURT WOODBRIDGE, VA 22191 000PYRIGHT 2000 US REMODELERS INC. THE RAIL POST ASSEMBLIES ARE TO BE SPACED AT 10",MAXIMUM 2•z4"RAIL POST 2•x4"RAIL CAP ON DECK PERIMETER BAND. 2•x4"RAIL CA 2•x2•PICKETS _ NAILED WITH 2 NAILS IN EACH POST HORIZONTAL STARTING POINT VERTICAL STARTING POINT AND 1 NAIL EVERY 12'oc INTO 2"x4"RAIL PLATE ETDP RAILING PLATE. NAILED WITH 3 NAILS IN A TIGHT UNDER DOOR TIGHT INCORNER S OOF HOUSE TRIANGULAR FORM INTO 2•x4'RAL PLATE INTO EACH RAILING POST. e= m 2'x4'PDST JACK NAILED WITH 2 NAILS EVERY 2•x4"RAIL POST 10"oc(TOTAL OF 6 NAILS PER POST NAILED WITH 2 NAILS EVERY 2•oc 2"x19'DECK BAND JACK(INTO EACH RALNG POST. (TOTAL OF 8 NAILS PER POST) 2"x4"POST `r INTO THE 21x10 DECK eapRL9' SUPPORT X TD BE VODp 2'x2"PICKETS SPACED LESS THAN M 3/8'x4"AND 3/8'x6' �� MATCH t"APART,AND NAILED WITH(2)2-1/2 W 2"x4"POST SUPPORT GALVANIZED RING SHANKED NAILS NAILED WITH 2 NAILS EVERY DOUBLE MOT GIPPED PER 2•x4'RAIL PLATE IIIPOS(TOTAL OF 6 NAILS PER WASHER CONNECTING 2"x4" 7'RAILING POST SUPPORT)INTO RAIL POST. RAIL POST TO FRONT BAND X (SEE DETAIL Pt) P TRADITIONAL RAILING OETAILS 2Dgp LIVElOAD 2'x10"DECK BAND I NOT TO SCALE 2•x2"PICKETS 2"x4"RAIL CA X THE RAIL POST ASSEMBLIES ARE To BE SPACED AT TO"oc MAXIMUM rx4'RAIL POST 2"x4"RAIL CAPON DECK PERIMETER BAND. NAILED WITH 2 NAILS N EACH POST AND 1 NAIL EVERY 12•oc INTO 2•x4•RAIL PLATE 2•x4•RAIL PLATE TOP RAILING PLATE. NAILED WITH 3 MALS N A NLAR FORM INTO 0 d- INTO EACH RAILING POST. 2'xt'POST JACK NAILED WITH 2 NAILS EVERY 2•x4•POST SUPPORT 10•oc(TOTAL OF 6 NAILS PER POST 6'RAILING JACK)INTO EACH RAILING POST. 2•x4•RAL POST 0 (SEE DETAIL©I NAILED WITH 2 NAILS EVERY 2"oc X � (TO T A L O F 8 N A IL S P E R P ONS DT I X X X 'TK INTO THE PERIMETER 2x9 DE CK 1 THICK MINIMUM OF i21- "x4 HIC x 2 ' x 10 ' D E CK B A ND DECORATIVE PLE UNDERSTRUCTURE.A DECORATIVE PLATE� IAGONALLY DITH RILING BRACES T0RUN DATTAC 1-3/4NAILS 2 PICKETS SPACED LESS T p N\ IL LEVER TO THE 2(SEE DETAFROM THE CANTIRAn110BE Wmn - 1 / 2 FRONT BAND. THE AOM z"x4 P0sT5upPT 3/84 AND �CAPsTONATcN tapARTaND NALED WITNALS PER 4-8" AILIN DOUBLE HOT DEG0STYLE. GALVANIZE0RInG SHANK (SEE P1) ARE BENAILEDINT0 THE B0TT PPING MEMBER NAILED W RH2NLsEVY 2•x4 RAIL DET AIL SPER GALVANIZED PLATED A OF NECT wG2•4PAD EDGE OFEACH0A (ToTAL 8'TRIPLE D POST SUPPORT TO RLPOS WASHERCON WITH 3" ALVAN RAIL L PosT TO DA All C (SEE D ETAI L ® SCREW SHANK N K NAILS. L S P sooubLI LOAD VINYL OESIB81 EXCEEDS TNG TO BE USED VINYL FLASH 9•DECK BAND 8 / WHEN APPLICABLE TO CHANNEL 2' xt 4 WATER AWAY FROM HOUSE. APPROXIMATE ELEVATION 2'-3" Y POST/ FOOTER FRAMING/ NDERS RIbCi)vERono AILING AND STAIR LOCATION NOT TO SCALE DECKD MapaIE REQS>tD •..•Im1AR M��am woo Ws Wn 'Buo N T w'x•5 cv�V M'0L GRASPABLE HANDRAIL TO CONSIST OF A .r•M�,. 2•x2•PICKET MOUNTED BETWEEN 30'-38• 2•x4'RAILING CAP IS TO BE 'N'! FROM THE STRINGER WITH HANDRAIL BRACKETS EVERY 6'.TOP AND BOTTOM OF 3•NAILS AND NAILED T W THE HANDRAIL IS TO TURN BACK INTO RAL PLATE. NAILED INTO EACH POST WITH eEAN TOP RAZING PLATE WITH ONE 2•x4"RAILING POST NAIL EVERY 10"Oc THE STAIR RAILING POSTS ARE 2•x4•BOTTOM I 2"x4 LEDGER BAIo NAILED INTO THE STRINGER WITH 6 PLATES NAILS,WITH 3 NAILS EACH.AND INTO BOTH THE RAIL RAIL PLATE I 29 GAUGE GALVANIZED rc was � r 2'x4"TOP TRUSS PLATE INSTALLED a 2•x2'RAILING PICKETS RAIL PLATE WITH 10 TON PRESSj �" W m81[cmSPACED LESS THAN 4"APART AND NALED WITH(2)2-1/2' 'oil 1@111 � saLmNAILS PER 2 xy RAIL PLATE LAT TO SCALE I CKIG DECKING PLATTE OR FRONT BAND STAIRWAHOUSE NOTE: I EL•UMJATION 2-.8-PERIMETER AN0 ERIMETER 2'x10" IRDER BEAM �ER CURREN CODE( I 'TA�p•x4^54�LpTG_ERS 2a TRUSS ATEGALVSTALL 2•x4'LEDGER(APPROX.481) }�ylEj- ONNOENCnrON WITH 1 PLATE PRESS ED TO CONNECT SPLIT SEAM HOUSE WITH 10 TON PRESS PLATES OR FRONT BANDS WITH 2'x(0"EIRDER BEAM ��P`��OF MASSG•;yffr 1213' GALVANIZED SCREW SHANK MRH 2'x4"�pCtRS 2'x10'HOUSE PLATE NAILS EVERY III (SEE DETAIL®ANO®) 2'x4"BACKER PLATE THE BACKER PLATE IS MAILED p � TO THE RAILING POST WITH 3 NAILS, yo 41 AILER `1 AVM S5 INTO THE RAIL PLATES WITN 3'NAILS, B AND INTO THE STRINGER WITH 3 NAILS O tag 121 DOW HOT DIPPED TRIPLE STEP—DOWN PAD DETAIL � 141-3'TOE NALS GALVANQED PLATED LAGS w AT EACH CROSS DVER WITH(6)r NAILS 41 RAHJECAM"PLATE 77SR LAM NgEp�1T DAL OSpT IS TO'7g_ESE IT IM DOUBLE CANTELEVER CONNECStPiifN. &SSPLIT SEAM UNDERSTrRRUUCTU�RE CW�I� SUNS(SEE DETALQOT TO SCALE V` TRIPLE LAMNATED POST y'.'o•slDg gANp� 982379 (SEE DETAL(4M" TWO rxta• y11TH 2'xt(EDGER OF �DLEui�AMS FREEDMAN—HONDA []� ME DEPS PAGE( 2 ECK DI Lo1S19NNONS GIJU v mCOPYRIGHT 2000 US REMOOELERS INC.