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HomeMy WebLinkAboutBuilding Permit #13 - 27 BRADFORD STREET 7/8/2008 pORTH BUILDING PERMIT cf t,bo qti �. , , o TOWN OF NORTH ANDOVER �? 4: '`- o ,6 APPLICATION FOR PLAN EXAMINATION Permit NO: I Date Received �?/;2 [.� �ORA7e •PP• O Y CHUS Date Issued: v G gSSA IMPORTANT:Applicant must complete all items on this page pp p LOCATbN � e Print PROPERTY OIVINER n—c. tv } Pnnt MSP NO �,, RCEL: ZONING DISTRICT_:_-Historic District `yes nom ge yes :. no _� Vlachine ShopVil TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family Addition _ 3 SE<ksolo Two or more family Industrial N(teo r� Alteration SJNo. of units: Commercial Repair, replacement Assessory Bldg Others: _Dpinolition Other Sep#ic WeIIlootl lain `V1/etlands , Watersfied district a gr/sewer ;. � v - �r>zov*z T�� DESCRIPTION OF WORK TO BE PREFORMED: 10 -13u-Z LD .-4 %tel `X/q 3 3&6,cou Sy goo 1� l r X r/f /O -'X l q l Suli�c k Tc7 VELE' L 4�r S=,6X al- li Identification P ase Type or Print Clearly) OWNER: Name: ��tv.�� 4.&0 Phone• q7� —790 ay955 Address: c9 777 — . x CONTRACTOR Name . mitl hone y - l Address • r k AP4 .- Suervisor's®Oonstruction 'L:icense: Civ'7 De t'7 j:4, bate-a. 'Horne Improvement License / / 0 exp Date,:, ARCHPhone: Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT $12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost:$_ 3 , 930 FEE: $_ Check No.: l © S Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Sl nature of A entiOwner of contractor �g �_: �9 Location ����2 No. Date TOWN OF NORTH ANDOVER f 3? •. , • OL I A Y " Certificate of Occupancy $ 7 ,sJwCNUsBuilding/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ :# Check # t ^O 2 3 0 2 Building Inspector Location 'r" /!!!�l,:;:t7 <il I-DnL v' No. Date d d a of.Hu�r TOWN OF NORTH ANDOVER y, N+ 9 ' 4 Z � : , Certificate of Occupancy sJ�CMustt Building/Frame Permit Fee $ 1l� :t. Foundation Permit Fee $ `} �o. Other Permit Fee $ TOTAL $ Check # � ?^© a 1 I 21302 Building Inspector Y Plans Submitted Plans Waived Certified Plot Plan Stamped Plans TYPE OF SEWERAGE DISPOSAL Public Sewer Tanning/Massage/Body Art Swimming Pools Well Tobacco Sales Food Packaging/Sales ' Private(septic tank,etc. Permanent Dumpster on Site THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT COMMENTS CONSERVATION Reviewed on �( � '_ Signature COMMENTS { HEALTH Reviewed on Signature,-- COMMENTS i nature.•COMMENTS 0 ✓LG%�va-S ` (J le:�2 G-5 / �til^-.� Z C` �'' l �s-�rn,_.�e_e d Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water & Sewer Connection/Signature&.Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMIENTk=Temp Durnpster on site .yes ` no r Located at 124,Maih:Street a; Fire Department signature/date ,4l COMMENTS 3 Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department u ( p se Oct � !�W (dr- t-4d,)4 ❑ Notified for pickup - Date Doc.Building Permit Revised 2008 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 ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified 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) lir ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products 14 NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg hermit 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 it ❑ 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 . ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit 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 Il appeal period is over. TheaPPhcant must then: et this recorded at the Registry is r Y of Deeds. One and proof of recording must be submitted with the building application Doc:INSPECTIONAL SERVICES DEPARTMENT:BPFORM07 Revised 2.20 � 08. Ilti.— NORTH T0VM of over "No. / .,.,••, ;01 LAKE dover, Mass.,-? ' COC MICHEWICK DRATED `qS BOARD OF HEALTH PERM IT T D Food/Kitchen Septic System . .........................< . BUILDING INSPECTOR THIS CERTIFIES THAT....... .....C.�l.�... ...................... . ....... ................................... Foundation oun ation has permission to erect ........:. .........................: buildings on ....>� g .........rheterm . ...... .. Rough to be occupied as... .. ...x.�, ...... „ , ,, Chimney provided that the person accepting this permit shall in every respec conform tspne 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 CONS C' STARTS Rough S .. .. ervice BUILDING R Final - 'I Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove Rough nal al No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. IL SEE REVERSE SID!LJ1 E smoke Det. � 4 N/ ELA7 k I r 27 BRADFORD STREET - ASSESSORS MAP 61 , PARCEL 35 44,000± SQ. FT. ,r Ld lCa VI--N 1 y � w LIMIT 0f Sty ___.-- -- -:utv.__J-C9.' (see con t r T F' �._Pi 1 DISTRIBUTION BOX 000 --1500 CAI I-C EXISTING THREE BEDROOM HOUSE SILL ELEV 100.20 BENCHMARK FRONT S I-E ' M '-\_ PRESSU'RE WATER SERVICE w t50.00' BRADFORD STREET I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: General Businesses Applicant Information Please Print Le ibl Ui3 � Y Business/Organization Name: 13 f t v Q r00-prls Address: 7 0C City/State/Zip:Jb 5, ,L ro 41k 0/571 Phone #: SD r—Fr7 O ^ / 9 o U Are y an employer? Check the appropriate box: Business Type(required): / 5. ❑ Retail 1. Are a employer with employees(full and/ or part-time).* 6. ❑ Restaurant/Bar/Eating Establishment 2.❑ I am a sole proprietor or pm-tnership and have no 7, ❑Office and/or Sales;(incl.real estate,auto,etc.) employees working for me in any capacity. [No workers' comp. insurance required] 8. Non-profit 3.F-1Weare a corporation and its officers have exercised 9. ❑ Entertair"Ment their right of exemption per c. 152, §1(4),and we have l0.❑ Manufacturing no employees. [No workers' comp. insurance required]** 11.❑Health Care 4.❑ We are a non-profit organization,staffed by volunteers, with no employees. [No workers'comp.insurance req.] 12:0 Other *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. **If the corporate officers have exempted themselves,but the corporation has other employees,a workers'compensation policy is required and such an organization should check box#1. I am an employer that is providing w/I orkers'compensation insurance for my employees. Below is the policy information. insurance Company Name: 144!_- r_ Insurer's Address: P.O. Q ooe .33-3 City/State/Zip: Ah n r`X00 f M7 Polic #or Self-ins.Lie.# 3.� W J��1.3.�,� y .RG Expiration Date: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure-to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DFA for insurance coverage verification: I do hereby certify,under the pains a d penalties of perjury that the information provided above.is true and correct Mature: Date: G —O O Phone#: $?! 97U I 0 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. Licensing Board 5.Selectmen's Office S.Other Contact Person: Phone#: www.mass.gov/dia Dec 26 2007 13: 41 JP#McKeane#Ins 734 662 8101 P. 2 ACORfl..A CERTIFICATE OF LIABILITY INSURANCE �2/261z 0' PRODUCER THIS CERTIFICATE IS ISSUED AS A 161ATTER OF INFORMATION Joseph McKeone ONLY, AND CONFERS NO RIGHTS UPON THE CERTIFICATE JP McKeone insurance Agency, inC, HOLDER. THIS CERTIFICATE.DOES NOT' AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW, P'0. Box 333 Ann Arbor, MI 48106-0333 INSURERS AFFORDING COVERAGE NAIC INSURED Ann INC INSURERA: Hartford 78 Turnpike Rd INSURER B: Westboro,MA 01581 INSURE;:C: INSURER D: INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR Dl L POLICY EFFECTIVE POLICY EXPIRATION OMITS LT R F IN POLICY NUMBER A GENERAL`"'e'uTY 35 SBW Kh11 B352 0110112008 01/01/2009 EACH OCCURRENCE S 2,000.()D()() C.OMMERCIALGENERALLIABILITY I JAMA PREMISES Eaoccurence S 100 00() CLAIMS MADE a OCCUR - MED EXP(Anyone Pe n) $ 10000 COrltlactually PERSONAL&ADV INJURY $ 11000000 GE:NERALAGGREGATE $ 2 000.000 GEN'LAGGREGATEUIvtITP.PFLIESPER! PRODUCTS-COMPIOPAGG $ `Z QQQQ(,SO POLICY E a X LOC ' A AUTOMOBILE UA91LITY 35 UEG.UK 3441 01/01/2008 01/01/2009 COMBINED SINGLE uMR ANYAUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS LYIMJURY S SCHEDULEOAUTCS EODI (Per Person) HIRED AUTOS SOOILY INJURY S X NON-OWNED AUTOS (Par accident) PROPERTY DAMAGE S (Peraccident) GARAGELIABILITY AUTOONLY-EAACOOENIT $ II ANY AUTO EA ACC $ OTHER THAN AUTOONLY: AGG $ A EDCCESsrUMBRELLALJABILrIY 35 RHU UC 8861 011011!2000 01t0 112009 EACH OCCURRENCE s Z 000 000 OCCUR CLAIMS MADE AGGREGATE g 2 QQQ QQQ S DEDUCTIBLE RETENTION § S S A WCRK- EiMPLOERS YERS'LIABILITInONAND 35 V`JBG 11 9353 01/01/2008 01101/2009 X ORYUM CEO- ANYPROPRIETORrPARTNERIEXECOWE E.L.EACH ACCIDENT $ -inn QQQ OFFICERIJA7ySER EXCLUDED? If yea describe under E.L DISEASE-EA EMPLOYEE $ 500 000 SOmCEIRAL PROVISIONS below TE.L.DISEASE-POUCY LIMIT § 500.000 DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICATE HOLDER I CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICE$BE CANCELLED BEFORE THE EXPIRATION INSURED COPY PATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 14 DAYS WRITTEN N0T10E TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS.OR RE REPSE TtVES. RUTH !ZED R ACORD 25(2001108) 0 ACORD CORPORATION 198$ This is to certify that New England Engineering g Services Inc. has inspected the subsurface sewage disposal system installed at 27 Bradford Street, North Andover, MA. The system has beon constructed in compliance with 310 CMR 15.00, The approved design plan dated 12.?1'2 f 2001 , revised to 112912002, by New England Engineering Services Inc. and all local requirements, except as noted herein. I - DISTANCES 1 TO TANK 22.0' 2 TO TANK 27.7' 1 TO D-BOX ' 2, .5 2 TO D-BOX 43.5' 1 TO 20.0' 1 TO D 79.0' 2 TO A 49.5' 2. TO D 98.1 ' 1 TO C 23.3' 1 TO F 79.6' 2 TO C 42.3' 2 TO F. 94.8' I \` it INVERT ELEVATIONS DESIGN ACTUAL FOUNDATION 99.00 98.98 TANK IN , 98.62 98.65 TANK OUT 98.37 98.44 SLOPES A-J) 0.005 D-BOX IN 98.2.2 98.33 B-E 0.00: D-BOX OUT 98.05 98.16 C-F 0.004 A 98.00 98.13 B 98.00 98.13 C 98.00 98.12 D 97.70 97.86 E 97.70 97.86 F 97.70 97.87 �NER OF BOTTOM (assumed) LOCUS MAP SCALE: 1 "=1000' AS-BUILT SEPTIC SYSTEM 27 BRADFORD STREET NORTH ANDOVER, MA R ASSESSORS MAP 61, PARCEL 35 SITE SCALE: 1" = 20' DATE: MARCH 27 2002 RiCNAR � NEW ENGLAND ENGINEERING SERVICES it � {,�WGARD I " . 60 BEECHWOOD DRIVE NORTH ANDOVER,- MA 1. 978 636-1768 ENV fu , & P,C,0,Jr, �/ze I°an���zcuea� o��/�aQaactiuQell"a Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registraf�on 1,55510 rExpiration 4%1gA2009 ;Type Supplement Card a .1 BLSNE. INC JAMES RINGER 78 TURNPIKE ROAD "t WESTBOROUGH,MA 01581 '°'' ""' Administrator �fze �O��itcu BOARD OF Bl11eL NREGULATIONS` License: CONSTRUCTION SUPERVISOR Number�CS 078016 j Birthdate 11/08/1962 Ex_rest 1L ' 08f2p 108 Tr. no: 4120.0 Restricted= Op- JAMES F RINGER-,-,, 58 HADWEN RDr WORCESTER MA`0162'' C /pJ Commissioner 04/29/2008 22:47 5088390404 PAGE 01/12 Better,iving Jaettedlylr�9 Sunroom Contractor Registration(s):MA 148574 78 Turnpike Road,Westborough,MA.01581 MA 148576 (508)$70-1900-voice (508)570-5757 fax Installation Agreement MA 148575 www.patios•com RI 26615 This order is for work to be performed by BLSNE Inc..and/or its subsidiaries,Patio Rooms of America Inc.,Patio Rooms of Springfield Inc., Patio Rooms of Worcester Inc.,New'Rampshire Patio Rooms Inc.,(d b.a.Betterliving of New England)(the"Company")as specified below Customer Name 3h y6NN1F&P_ xoaz Home Phone 97B-?%0-Wq Daytime Phone 9'18--794-Y9S,P EMail: 746tt6 OA COHCAS''` AlliT Address of Work27 `59ADFWf:j7 A GAW X A- N 0191/<- - (p&strcct) (City) (sw�e) (zip) iM.w,apaliry) Work Specifications Agreed to: Furnish and Install one Betterliving three season patio enclosure(the"Sunroom"}with the following specifications:(Fill is or check where appropriate) t.Enclosure size(approx). .zt % J4 T ('¢ 2•Roof Style /{SQA Jam' Hosiclneycomb Panel 40 Color insde o 3.Walls: Glass Type: IN$1Jt .�Dt)b p fJ� for In W e Knezwall Style Gable or Wing Style &#S4 Wall Height ® Transom: Glass ❑Panel Color plywood 4.Decks: Build New under Enclosure ( fv S .Ft. Build New Open Existing S .Ft. ❑Reinforce❑&vapw Barrier Steps: #F?---]Widtb[,+ Handrails �OUn.Ft Deck Skattiog: ❑Yes [RNo Type: 5.Concrete: Install New Pad �--g .Ft. Foot Existing Pad Lin,Ft 6• ❑ Standard Electrical Package 7.Accessories: �+-- 8.Removal of Existing: 9.Capping: Items Color 10.Misc.-house Wall Door (su kttached Spcc Sheet) ❑Yes ❑No ❑ cutout 19 Dormer ❑ Overhang Cutback 11.Other: 12.Customer Rcsponsibilities:Electrical Work&PermitX Relocation of: Exhaust Vents[] Water Spigots Electrical Meter❑ Other_ rfr9Fdrl2 A&K r_7r0 did f Anticipated Installatiort Schedule: Planned Start Date: Planzted Completion Date: TL" / Company agrees to furnish labor and materials to complete the work specified above for the amount shown below in accordance with and subject to the terms and conditions on the reverse side,which are part of this Agreement. Company carries Workers Compensation and Liability insurance. Work will be performed in accordance with Company specifications. Trash removal is included in this contract. Unless specified above Customer is responsible for re-finishing of house wall gnclosed.Building permit serolce included, (in Massachusetts,contractors and subcontractors must be registered by the Chief Administrator of the Massachusetts Board of Building Regulations and Standards. Customers securing their own construction-related permits or dealing with unregistered contractors will not be eligible for Guaranty Fund Protectlon(s)under the Home Improvement Contractor Law.) NOTICE TO CUSTOMER: Do not sign this Agreement before you 3� 830 read it.You are entitled to a completely filled-in copy of this Agreement Cash Price $ - r at the time you sign it,if it involves an installment sale,under state law you have the night to pay off the full amount due in advance and under Paid With Order s 1 979 2 certain conditions to obtain partial rebate of the finance charge. Any Due Prior to Ordering holder of this consumer credit contract is subject to all claims and of Materials s q9�7 defenses which the debtor could assert against the seller of goods or services obtained pursuant hereto or with the proceeds hereof. Due on Initial Delivery �s Q3�. Recovery hereunder by the debtor shall not exceed amounts paid by of Materials t the debt hereunder.You,the buyer,may cancel this transaction at Due on Commencement r g9S8 any time prior to midnight of the third business day after the date of Framing - - of this transaction. See the attached notice of cancellation form for an explanation of this right. *Due on Completion Ps J1 *Due on Completion amount must be paid when door&window units are installed and operational and remainder work is substantially complete. Check hum if progress payments ®. "..Payments will be financed according.to a separate Ietall installment above are financed** contract or note,which will include finance charges.Buyeragrees to provide all information requested company or designated lender to facilitate obtaining of financing. DO NOT SIGN THIS AGREEMENT OR ANY FORM THAT IS INCOMPLETE OR OTHERWISE MISSING ANY REQUIRED PROVISIONS Approve � f Owner Design Consultant: R/t.K>Nsi_-P, Print Owner __ Date: `fl-'a9:& Signature 0 his seMon to be filled out in home and signed by czatomer Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize Betterliving Patio Rooms(d.b.a.-Patio Rooms of America) to act on. my behalf,in all matters relative-to work authorized by this building permit application for(address of job) 710 S afore of Owner Date ------------------------------------------------- 1 iris section to b2 con:pleled by etierlivingC�ce Siq Owner or Builder(as Agent of Owner)Must Complete and Sign This Section JA!rls l` - as Own /Authoriz 8:gen�'hereby declare that the statements and information on the foregoing application for (address of j ob) c9 -7 -&RI,f-OR b 3 T are true and accurate,to the best of my knowledge and belief_ Signed under the pains and penalties of_v e�jmY- 4e L Print Name C� -710 Si e of Owner/ gen Date i i 04129/2008 22:47 5088390404 PAGE 09/12 ION FOO 4 -"5�31�'R�rd�iS" N;xgSaChizsetts LxL� Yz�ldaaC Code(780 Q`MR,A ez�dY� .�,Se~cian ,T7..1..2.3.1j Ti,-Massac)w w°�'s Stag uil ing CAde &4 GyaR)+scl�des rovisiors to e�Y=e t at houses louse diaazls ix�eet -rrgy z£zicie�c-y si ida-ds- Ti tis S� ple ea:+a1 CO,ISv�n ^4 1vLAiI©N fl is�0 �e fYlad xs p8T or"the b� ic��o P � applicationa�2 a'biildlcorLt<xctoa or hoYntova�e:, car�straciir_ is�stzlssg a lYaus-a`di on wz1:vett'lege pe centzge o£glass to op que mall,sezks ko utilize 2 mt6al emergY Yb�.se_nation exe�-:ptioa o�aa for ';s`tin-OOM" x�µitims to eras ash eusE ('80 n-P- � �erda 7, Section �i.1.2.3.1)_ "Skis FOR,;is aO, inten6ea to 7., ev, a. or �v� 5olecting "St�=07je,Of amy size, rQVaF=?.tiO42 pzi:ntat on,f&-zul Ci co-,1.5 G iG bT O:C^.YLIt��a7.1T.�,Zva:bat�r'1z, x YS OY7�V �wA,ded to 'wYSst homt-a-w-i,.8 l-a CCco�,,.a--?Wa^-e Oi so—m-, of f;t;immpcni2 t e ezgoy G�":svl�xtl9{1 ai;�i ieA k ons in,01-mi i-1 S`'' ct A:�?-"Id l aliZt� a"Suilra0iT1"adaiziom AOli:ld�COZi1S0}60:18dvn'v C0;1aeC 0^ OC "s4i^�QOiTISL tC'L-c33 iD :4S''d5aa.a� D� idiAgB aV Ci cLO CO"�ifOiG and °a3 xigy co,anz-aptic, issues due io,lmco'It-01 d solsx ga z? ca� coil routd i��@iatio coc'arg of tb�m^-az hoase.is t e sanction^R(� co^e -ci oNls,sfia lzz:or_o;"saw votes", C? dgd b�Iow is a not irzc�y 0?%I-M IP,d list. r Ci FYOduct, an d.5'np cci. -i Ta ivy S Ljla a :'_0-YY'-e4Yn�`'L 'sic w1S.7 t0 GJ:Si�c'�i D:s�.' 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U�_d...._cg P of: 7IL aT_QS 7 �/ / \.F _ _GZ K•� .T ��l..Q�. ?U 4.e+ T rej?T;',go �e cosw;rc ;Ou ac�7' `eo=-r_s ,- OSS _ 'D_ _�yC` c�,�� ?S� �?= r n ']�t p •�-�/� �r- C=1J li~i 1� b 150A. } ��-'-CIJVJ~" d .^..t EL td, i J i 3G1 u .e c h i3o 'ami Y/ i i EX1511%Y POOP ROM HOUR WP05W KUW DECK 19'X24'(A'PROX) 1.2X10 PT FRAME @ 16"O.C. 2.LEI7GEM 13OLTEP I/2''W'LA(4516"O.C. 3.J015f HANGERS @ 130TH ENDS 9.176,J015f5 AW"A"&"C"WA15 A OPEN SCK PROP05ED ROOM 1 5.(7) 12"0 X 98"WFIGS W/ANCN015 OM 1ECHNO 05f5 6.6X6 P055 7.2X10 VIP,E 6EAM UN=U(SACK) 8.3/9"A19VANSCH 5LD FLOOR FOR ROOM AWA 9.SfAI MS fO GM 10.5/9"X6"Pf FOM OPEN PECK,STAIRS&MNLS II2 IIz' NOTE: (1) "C" WALL STARTS @ RIGHT EDGE OF OLD PORCH "C" WALL LOCATION (2) ROOM FLOOR ONE(1) STEP DOWN FROM HOUSE FLOOR (3) CUSTOMER TO REMOVE EXISTING PORCH &DECK PROP05W 3 5EA50N SUNRoOM 19'X 19'(AP'MOX)A�R ME 5111.E 9-1/2"HC ROOF 5Y59M (7'SPAN) NEW 61120M NEW 6'POM FROM SUNMOOM FROM SUNROOM (Nor SHOWN TH15 VIEW) 01MEM MRwr WL 10 T LJ LJ LJ L 5fA1R&RAIL 0 11HIGH MLO II"nAl7 7-3/9"RISE 9"13A„U51ER SPACE Project: Scale;1/8"31'-0" 17ralwrq, Belterliving p0LLO p�51PFNC� SU N ROOM S 27 f3RA17FOW 5a�f A-1 NOM, AN170VEM,MA 01895 78 Turnpike Road,Westborough,MA 01581 Phone(508)870-1900 Fax(508)870-5756 Pat.:5/20108 Sheet I of I " try LAYOUT FLAN5 WALL 5ECTION5 a EXISTING BUILDING • z s1 Q? cp Q? o (MAX) (MAX) ,-T HD MULu0N5 r GABLE 51DE WALL (A) GABLE 51DE WALL (G) , N HE)ALUM COLUMN A55EM1LY DETAILS P 75" OV 75'WO W P Lj SEE ALLOWABLE LOAD B - WALL TABLE FOR PANEL 51ZE5 13'-11" GA13LE�FLOOR PLAN (MFAx) 75" 75" LL (NOT TO SCALE) . PITCH 1:12 TO 5:12 r Q f GUTTER FASCIA .. HEADER SUPPORT BEAM GLUE-LAMINATEDBEAM E. S TRANSOM (OPTIONAL) (2) 1-3/4" X 11=7/8 ,"'GP LVL GABLE FRONT WALL (B) OR WINDOW OR AL'LOWADLE LIVE LOAD TABLE FOR 8 FT. PA WITH 7 FT. OR LESS SPAN) :y r TEMPERED GLA55 35 P5F 40 P5F L 45 F5 50 P5F V55 P5F 60 P5F 65 P5F 70 P5F 75 P5F 3"HC 3"HC 3"HC 3"HC+H 3"HC+H 4.5"H +H 4.5"HC+H 4.5"HC+H 4.5"HC+2H 3"EP5+H 3"EP5+H 3"EP5+H 3"EP5+H 3"EP5+H 3"EP5+1­1 4.5"EP5+H 4.5"EP5+H 6"EP5+H FLOOR CHANNEL NOTES FOR GABLE CON5TR TION DECK/SLAB BY OTHERS 1. ALLOWABLE LOADS ARE BASED UPON' 8. PANELS MAY ONLY BE USED IN ROOFS AND WALLS WHERE 14;ABBREVIATIONS: CBM=CRAFT-GILT MANUFACTURING `` THE LESSOR OF THE ULTIMATE.LOAD/2 5 CLA55 B OR CLA55 II INTERIOR FINISHES ARE PERMITTED,4 D =?DOOR P5F = POUNDS / 50. FOOT „l ' BY CODE. '' M — MULLION FT — FEET TYPICAL GABLE SECTION OR THE LOAD AT SPAN/120 _ y NOT TO SCALE' ' 2. HC/EPS REFERS TO CBM'STRUCTURAL 9. HORIZONTAL JOINTS BETWEEN THE ENDS OF PANELS AgE',- W= WINDOW BC = BUILDING CODE PANELS WITH ALUMINUM`5KIN5 BONDED TO NOT PERMITTED. HC = HONEYCOMB PANELS IBC = INTERNATIONAL BC m- _ HONEYCOMB/POLY5TYKENE'COKE5 (3",4 '/z" 10. CONTRACTOR TO PROVIDE FALL PROTECTION PER LOCAL CODES, EPS = POLYSTYRENE PANEL5 UBC = UNIFORM BC AND 6" IN THICKNE55).ADJACENT PANELS FOR 5UNROOM5 WITH A FINISHED FLOOR LEVEL'OF- 30") H = THERMALLY-BROKEN NBC = NATIONAL BC ARE CONNECTED,05ING VINYL CLEATS OR H5. OR GREATER ABOVE AN EXTERIOR 5U.RFACE;J ALUMINUM H-STIFFENER SBC = STANDARD BC 3. 110 Mi'H DESIGN WIND SPEED, EXPOSURE B. 11. STRUCTURAL FRAMING AND CONNECTIONS TD BE INSTALLED P = PANEL MFG = MANUFACTURER 4. DE5I6N ROOF,,,FANEL DEAD LOAD = 5 P5F. PER CBM SPECS. ' MPH = MILES PER HOUR SPECS = SPECIFICATIONS 5. DOOK,AND WINDOW LOCATIONS/SIZES ARE 12. CONTRACTOR TO INSPECT ALL EXISTING CONDITIONS MAX = MAXIMUM INTERCHAN6EABLE PER MFG'S 5PEC5. AND AS NECESSARY REPAIR AND/OK REPLACE ALL 6. ROOM PROJECTION (A OR C WALL WIDTH) MAY MATERIALS A5 REQUIRED TO RENDER THEM STRUCTURALLY PROJECT: CONTRACTOR: VARY PER DOOR&WINDOW LAYOUT&RIDGE SOUND AND COMPLETE. " ~� '�' ROLLO, DAVID BETTERLIVING NEW ENG BEAM/COLUMN DESIGN (UP TO 16 FT). 13. AUTHORIZED FOR BETTERLIVING DEALER/MATERIALS USE ONLY ' c, ;� J " '7 27 BRADFORD 5T 78 TURNPIKE ROAD 14'-O" x 13'-11" 7. PANEL5 MAY ONLY BE USED IN ROOFS AND WALLS OF ONE STORY BUILDINGS OF z a , ST ANDOVER, MA 01845 WESTBORO, MA 01581 GABLE ENCL05U12E ny r G I I PAL TYPE VB (FOR IBC/NBC),; - F }, ' DWG NO.: - {''. TYPE VI (FOR 5BC) AND TYPE VN (FOR'UBC). �; /x DRAWN BY: CJJ GENEKAL',,LAYOUT F. Rollo-GbI-Enc1-14x14-,q SC E: 1 = 75 DATE: 6/18/2008 1Ply �; TYPICAL FRONT WALL CONNECTION DETAIL5 -IYFIC;AL 51UE WALL CONNECTION DETAILS 2x#8x3/4"SDS@ends ' 112 2-#8x3/4"SDS@ends 110 MPH WIND TABLE 113A 2x#8x3/4"5D506" 1/4"x3"Lag Screw@12" 112A 113 EXPOSURE B 113A 112A 1126 1126 Fastener Qty/Spacing 1138 11 C _ 1 ••. x Sect.Fastener Type Enclosure Size 1138 113C Z CBM Panel F C 112E 112E 14'x14' o /. �,ii CBM Panel 1128 113D 1131 131 X ' Fi 1/4"x 3/4"SDS 8 M IL 112-D F2 INDIam.5Galnlesa5red 5crav/2°Embed. 4 113D ' i 'moi 1128 Z 2x#8x3/4"51)506" F4 S.Diam.Ta con/1-3/4'Embed. 7 F2 1/4"x 3/4"5D5 8 113J 113J X # x3/4"51)506'113-A F3 v4"x 1-1/2"5D5 8 W Fastener Type F3 112F 112F 112H 112H F4 1/4"x 3/4"5D5 8 113-13 F2 #8 x 3/4"5D5 18" 113E L11317 11317 Fastener Type F2 '�' Al Plate Fastener Type F4 113-C F3 #8 x 3/4"51)5 Fastener Type F2 F1 #8 x 3/4"5D5 6 113E 113F 13G yp 112E 112E 112C 112D1�1 113-G F2 V4°DIam.Srainleaa5ted 5crowPl Embed 2 S AB/DECK(BY OTHERS) F4 i/4"Diam.Ta con/1-3/4"Embed. 3 SLAB/DECK 113E 1136 E E 112C 1121) 113 TOTAL NUMBER OF FA5TENER5. 112 (BY 01-HER5) SECTION 112 SECTION 113 SECTION 113-A SECTION 113-A #8x3/4"5D50column #8x3/4"SDS@6"at every for ALUMINUM CBM Panel for GLUE LAMINATED ( ;, #8x3/4"51)5012" A-FRAME BEAM A-FRAME BEAM CBM Silicone Sealant #8x3/4"5D5024" door frame sill GBM Panel #8x3/4"SDS@column 1-1/4"x5" Lag Screw with 3"x3"x0.1' —AI Flashingg (0 tional for Al Plate/Washer @36"o.c. Same a5 for #8x3/4"SD5@column #8x3/4"5D5@column —� Concrete Slab 7 4, v (midwidth of panel) i Section 113-8#8x3/4"505@24" 1/4"x1-1/2" Nail Anchor @16"for #8x3/4"Tek@6"#8x3/4"SDS@column #8x1 1/4"51)5@24" Concrete Slab(min.4/unit) ConSealant(2" minuouo BMmilicone m width)")") #8x3/4"SD5@column #14x3"Hex@ everyjoist(less than 24'o.c.) i for Wooden Deck(min.4/unit) " y / SECTION 112-A SECTION 112-8 SECTION 112-C Fastener Type F2(Opt.1) Fastener Type F3 #8x3/4"5D5012" #8x3/4"5D5@18"(Opt.2)1' Mullion or"H"or Corner —Al A-Frame Support (Mullion) #8x3/4"5D5@18" Al A-Frame Support 2-#8x3/4"SDS SECTION 113-C SECTION 113-D Fastener Type F1 (Mullion) yP 2-#8x3/4"SDS #8x3/4"SD5012"(Opt.1) CBM Panel Fastener Type F1 1" Diam.Washer #12x4" Lag@36" (Opt.2)1 y #8x3/4"SDS@6" 1" Diam.Washer ]—Al Flashing (Optional) SECTION 113-8 r #8x3/4"5DS018" 248x3/4"5D5 ► AI Flashing Fastener Type F4 �r Fastener Type F2 2 #8x3/4"SD5 #8x3/4"SDS@18" 2-#8x3/4"5D5 248x3/4"SDS — — —Al Flashingg (0 tional for Perimeter Joists — — Concrete 5lab� 248x3/4"5D5 1/4"x1-1/2" Nail Anchor 016"for5D5,- for I for 2-#8x3/4"51)5 X #8x3/4"SD5@18" Concrete Slab(min.4/unit) WOODEN DECK CONCRETE SLAB L�#14x3" Hex@16"for SECTION 112-E SECTION 113-E GBM Panel (Wooden Deck(min.4/unit) SECTION 112-0SSECTION 112-0 ECTION 113-G) NOTES FOR GABLE ENCLOSURE CONNECTIONS SECTION 113-F SECTION 113-I (SECTION 113-G) ( 1.TYPICAL CONNECTION DETAILS FOR ALUMINUM GABLE ENCLOSURE WITH ROOF PANEL SPANS OF UPTO 10 FEET. 2. DESIGN LOADS BASED ON ASCE 7-02,110 MPH WIND SPEED,EXPOSURE B CONDITIONS AND 55 P5F UNIFORM GROUND SNOW LOAD. ' 44&3/4"SDS 3.STRUCTURAL MEMBERS SHALL CONFORM TO CBM SPECIFICATIONS. 4.ALL ROOF PANELS TO BE ANCHORED TO HEADER SUPPORT BEAM USING MINIMUM 2"WIDTH CBM SILICONE SEALANT. #8x3/4"505012" 2-#8x3/4"5D5 5.WHERE REQUIRED,APPLY CBM SILICONE SEALANT ONLY TO 5URFACE5 CLEANED U51NG ALCOHOL. 2-#8x3/4"505@18" 2-#8x3/4"51)5@24" 6.ALL ROOF PANELS WITH SPANS UP TO 10 FT TO BE ANCHORED USING BOTH 4-#8x3/4"51)5(MIN.)036"o.c. FASTENED for timber wall: for masonry wall: 2-#8x3/4"SDS@18" 4-#8x3/4"5D5 UP THROUGH HEADER ARM AND INTO EACH"H",OR 1-1/4x5"LAG SCREW MIN.)WITH 3"x3"x0.1"AL PLATE/WA5HER 2-#8x3/4"505@12" #14x2" Hex@T 1/4'x1 1/2"Nail Anchors@TB 036"o.c.FASTENED DOWN THROUGH PANELS AND EMBEDDED 2"(MIN.) INTO AL HEADER SUPPORT BEAM. #8x3/4"SD5@24" 2-#8x3/4"SDS 7.SPACING OF#8x3/4"51)5 018"IN DETAIL 113-B MAY BE INCREASED TO 36"o.c.IF SPACING OF#12x4' LAG 036" #8x3/4"51)5018" (OPT.2) IS REDUCED TO 18"o.c.. 8.FOR A-FRAME RIDGE BEAM SPANS LARGER THAN 16'USE PROPERLY SIZED GLUE LAMINATED BEAMS ONLY. f #8x3/4"5D5012" #8x3/4"5D5 9.ENCLOSURES WITH DIMENSIONS LARGER THAN 20'x20'AND/OR ROOF PITCHES OVER 4:12 REQUIRE CUSTOM ENGINEERING. 10.SPACE COLUMNS IN LOAD-BEARING WALLS NO FURTHER THAN 87"APART. 2 #8x3/4"SD5018" 11.SPACE FASTENERS AT LEAST 2 x FASTENER DIAMETER FROM ADJACENT FASTENERS AND/OR EDGES. for"H"CHANNEL for MULLION WITH #Sx 3/4"5D5018,, #8x3/4"SDS018" 248x3/4"SD5 12.REPLACE ALL OVERDRIVEN FASTENERS. WITH DOOR/WINDOW MULLIONS DOOR/WINDOW JAMB 13. USE HAMA RATED FENESTRATION PRODUCTS PER LOCAL CODES, AND DOOR/WINDOW JAMB5 448x3/4"SDS 14.WHERE USED,A55UME CONCRETE TO HAVE STRENGTH GREATER THAN 2,500 PSI. SECTION 112-F SECTION 112-F 15.MITER ALL FLOOR CHANNELS AT CORNERS(OR EQUIVALENT). SECTION 113-J SECTION 113-J SECTION 113-K (at floor level) 16 NOTCH AND PROPERLY FASTEN HEADER SUPPORT BEAM AND CORNER POST. 2-#8x3/4' 51)5@12" 17.ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. 2-#8x3/4"SD5@12" 2-#8x3/4"SD5@18" PROJECT: CONTRACTOR: 2-#8x3/4"SD5@1 248x3/4"5D5@12" 18.ALLOWABLE STRESS IN AL CONNECTIONS INCREASED BY 30%FORE WIND LOADING PER AL ASSOCIATION SPECS. ROLLO, DAVID _, ,.�4� DETTERLIVING NEW ENG ALUMINUM 19.WHERE REQUIRED, HEADER BEAM MAY ONLY BE SPLICED AT CENTER LINE OF "'" 2#8x3/4"SD5@12" STRUCTURAL COLUMNS. 27 DRADFO 78 TURNPIKE LOAD 20.AUTHORIZED FOR 13ETTERLIVING DEALER/MATERIALS USE ONLY. 5T ANDOV ,. A' `; 1/VE5T13ORO, MA 01581 GABLE ENCL05URE 21.ABBREVIATIONS: CONNECTION DETAIL5 AL=ALUMINUM MPH= MILES PER HOUR CBM=GRAFT13ILT MANUFACTURING o.c.=ON CENTER DRAWN 13 C 4031 a bWG NO.: 248x3/4"5D5918" DAM= DIAMETER OPT=OPTION w 2 #8x3/4"SDS@18" 2-#8x3/4"SDS@12" EMBED=EMBEDMENT PSF=POUNDS PER SQUARE FOOT SCALE: N 5 ` ' j rc� K Ilo-em40-cnx-11013-a 110 MFH H — EXh �J' U I2E 13 24&5/4"SD5@12" FT=FEET QTY=QUANTITY 1 SECTION 112-G SECTION 112-H H=AL-THERMAL H-STIFFENER 505=5ELF-DRILLING SCREW AT : 6/18/2008 6„� r-3.2"-► TYPICAL GABLE ENCLOE)LIKE ROOF A-FRAME PANEL BEAM I�-3.3"-►{ m ROOF PANEL HEADER BEAM I MULLION err err err A-FRAM COLUMN Z err err rrr CORNER L-1 CORNER o P05T PO5T m FLOOR r w Z CHANNEL w Why A-FRAME BEAM FLOOR CHANNEL CORNER POST FLOOR -`i N f;4 ,V NOIWITH TRANSOM CHANNEL x RIDGE ALLOWABLE ROOF LOAD5(P5F) MAX. ALLOWABLE ROOF LOADS(P5F) MAX. ALLOWABLE ROOF LOADS(P5F) dew , -' '-'� •- BEAM COL. COL. s �+ `-✓ `• "' 5PAN PANEL FREE SPAN(FT) SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE SPAN(FT) (FT) 6• g' 10' (FT-) 6 8' 10, (FT) 6' 8' 10' s, �- 6' 100 100 100 5.0' 100 ioo 100 5.d 100 100 100 SLAB/DECK(BY OTHERS) 4 ��" SLAB/DECK(BYOTHERS) " � .._ 8' 100 00 100 5.5' 100 ,o0 00 5.5' 00 00 100 �:. c` ` p 1d 100 100 89 6.0' too 100 100 6.a 100 too 100 - I I 12' 86 64 51 6.5' 100 100 100 6.5' 100 100 100 I-PANEL FREE SPAN- I re MAX.COL.SPACING \ + 14' 53 39 31 7.0' 100 too 100 7.0' 100 100 100 N ••'( E 16' 35 26 20 7,5' 100 100 100 7.5' 100 100 100 1 rP IDGE BEAM 5PAN FRONT VIEW510E VIEW ,pr-11 ALLOWA1 LE ROOF LOADS 74.3" �4.51, � x-5.2" IEL El MULLION MULLION (ALTERNATE) MULLION (ALTERNATE) MULLION (ALTERNATE) MULLION (ALTERNATE) P NO TRANSOM(STANDARD) NO TRANSOM(STANDARD) NO TPAN50M(5TANDARD) NO TRAN50M(5TANDARD) NO TRANSOM(STANDARD) "r HEADER BEAM HEADER BEAM ALTERNATE HEADER BEAM (ALTERNATE) MAX. ALLOWABLE ROOF LOADS(P5F) ( )MAX. ALLOWABLE ROOF LOADS P5F MAX. ALLOWABLE ( )ROOF LOADS P5F MAX. ALLOWABLE ( )ROOF LOADS P5F MAX. ALLOWABLE (ROOF LOADS P5F) MAX. ALLOWABLE ( ) (ROOF LOADS P5F MAX. ALLOWABLE ROOF LOADS P ) (5F MAX. ALLOWABLE ROOF LOADS P5F) COL. COL. COL. COL. COL. COL. COL. COL. SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE SPAN(FT) (Fn 6' 8' to (FT) 6 8' id (FT) 6' 8' to (FT) 6' 8' 10' (FT) 6 8' 10' (FT) 6' 8' 10' (FT) b, 10' (FT) 6 8' 10' 5.9 73 55 43 5.d 100 80 64 5.9 100 100 100 5.a 100 100 100 5.d 100 100 100 5.d 100 100 100 5.0' 100 100 100 5.d 100 100 100 5.5' 39 28 22 5.5' 70 52 41 5.5' 100 100 100 5.5' 100 100 100 5.5' 100 100 100 5.5' 100 100 100 5.5' 100 100 100 5.5' 100 100 100 6.0' 11 0 O 6.d 40 29 23 6.d 100 100 100 6.0' 100 100 100 6.a 100 10o 100 6.a 700 100 85 6.0' 100 100 100 6.d 700 100 100 6.6 O O O 6.5' 15 11 O 6.5' 100 100 1 100 6.5' 100 100 100 6.5' 100 100 100 6.5' 100 83 67 6.5' 100 100 100 6.5' 100 100 100 7.0' O O O 7.d O O O 7.d 100 100 100 7.0' 100 100 100 7.d 100 100 100 7.d 89 67 53 7.d 100 100 98 7.d 100 100 100 7.5' O O O 7.5' O O O 7.5' 100 100 100 7.5' 100 100 100 7.5' 700 100 100 7.5' 72 54 43 7.5' 100 99 79 7.5' 100 100 100 NOTES FOR GABLE ENCLOSURE STRUCTURAL FRAMING WITH 10"(RAPID)TRAN50M WITH 10"(RAPID)TFAN50M WITH 10"(RAPID)TRANSOM 1.TYPICAL STRUCTURAL SECTIONS FOR ALUMINUM GABLE ENCLOSURE WITH ROOF PANEL SPANS OF UPTO 10 FEET. MAX. ALLOWABLE ROOF LOADS(P5F) MAX. ALLOWABLE ROOF LOADS(P5F) MAX. ALLOWABLE ROOF LOADS(P5F) 2.DESIGN WIND LOADS BASED ON A5CE 7-02, UPTO 110 MPH WIND SPEED,EXPOSURE B CONDITIONS. COL. COL. COL. SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE SPAN(FT) 3.STRUCTURAL MEMBERS SHALL CONFORM TO CRAFTBILT MANUFACTURING COMPANY(GBM)SPECIFICATIONS. (FT) 6 8' 10' (FT) 6' 8' 10' (Fn 6 B' is 4.LOCATE COLUMNS IN LOAD BEARING WALLS NO FURTHER THAN 90"APART. 5.a 100 100 100 5.d 100 100 too 5.9 100 100 100 5.5' 100100 100 5.5' 100 100 too 5.5' 100 too 100 5.FASTENER DETAILS PER CBM SPECIFICATIONS. 6.a100 100 100 6.0' 100 100 100 6.9 10too 100 6.ACTUAL LOADS DESIGN VALUES ON ROOF SHALL BE LESS THAN ALLOWABLE ROOF LOADS IN STRUCTURAL MEMBERS TAE 51-E5). TALES 6.5' 100 100 92 6.5' 100 100 100 6.5' io0 100 100 ( ) ( )' 7.a 00 9z :7537- 73 7.a ,00 100 8e 7.a 100 100 100 7•SECTIONS MUST PROVIDE SUFFICIENT CONTACT AREA TO ACCOMMODATE FASTENERS. Z5' 96 72 57 7.5' 100 89 77 7.5' 100 100 95 8.ALL STRUCTURAL COLUMNS TO BE CONTINUOUS FROM FLOOR TO ROOF HEADER. 9.ALL STRUCTURAL BEAMS TO BE CONTINUOUS BETWEEN SUPPORTS. WITH ALLOWABLE ROOF LOADS PSF)15"(5WITH 15"(BETERVIEW)TRANSOM WITH 15"(BETTERVIEM TRANSOM 10. MAXIMUM WALL HEIGHT NOT TO EXCEED 81" FOR"NO TRANSOM"CASE AND 96"FOR"WITH TRANSOM"CASE. • 11� �`: 1 mm ( ALLOWABLE ROOF LOADS(P5F) MAX. ALLOWABLE ROOF LOADS(PSF) 11.A-FRAME COLUMN HEIGHT NOT TO EXCEED 12 FT. `' Y COL. COL. COL. SPACING PANEL FREE SPAN(FT) SPACING PANEL FREE 5PAN(FT) SPACING PANEL FREE SPAN(FT) 12.AUTHORIZED FOR 13ETTEP LIVING DEALER/MATERIAL5 USE ONLY. (FT) 6 8' 10' (FT) 6' 8' 10' (FT) 6 8' 1 10' 5.0' 100 100 100 5.0' 100 100 100 5.0' 100 100 100 601 100 Too 8° 60, 100 100 100 60 ;oo Too ;oo PROJECT: 7H CONTRACTOR: .t 6.5' 100 81 65 6.5' 100 99 79 6.5' 100 100 100 i 2, 7.a 8, 60 4b -79 -100. 77 61 7.a o0 00 84 ROLLO, D ,tflr , � 13ETTERLIVING NEW ENG ' 7.5' S8 43 34 7.5' 78 58 46 7.5' ioo 84 67 27 13R E_ D TIG J. 8 ` ' �. ALUMINUM TURNPIKE ROAD ; s, 5T AN pl., 45 NE5TDORO, MA 01581 GABLE ENCL05URE STRUCTURAL FRAMING L k wa..s ° t ,.Vt/G NO.: t.• T # 0 0tlDRAWN � , _�7�� Rollo-em40-5f-11013-a UPT0110 MPH - EXPOSURE B SC LE: NTS DATE: 6/18/2008 6