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Miscellaneous - 15 HARWOOD STREET 4/30/2018
/ 15 HARWOOD STREET 2101006.0-0051-0000.0 1 � Date.... ..... ............. NORTH °`,•`` °�"� TOWN OF NORTH ANDOVER p PERMIT FOR WIRING SSACMUS� This certifies that'.r........`. 1 ....... has permission to perform ......... J...<> ^?- ---...................... wiring in the building ofd.- �� ...................................................... at.A� ...... ...................>........ ........................... ,North Andover,Mass. a— ..e.. �.�+r•... :I.rl�i %iJl e J ........... �•; ELECTRICAL INSPECT Check # 1-1- — Uoinmonwealth of t//adeae/tudeW %jilluai use vnly 1 [! Permit N �eparfntsti!01�i,a Jarviced - BOARD OF FIRE PREVENTION REGULATIONSOccu recy and Fee Checked p { VIR�ev 1991 (leave blank) APPLICATION FOR PERIVIIT TO PERFOELECTRICAL WORK All work to he pert'ormed in accotdauce with the Massachusetts L•lectripi Code(NiEC), 27 CNtR 12.00 (PLE.ISC PRINT M INK OR TYPE ALL liVr'ORhL;1TION) Date: n t \ 1144 City or I'oivn of: �Qp. To the Inspector of Wires: By this application the undersigned gives notice of his or her intention to perform t e lectrical work described below. Location(Street& Number) Owner or Tenant _TC , A e n V '� �r.e '1 P ~� �r����- Telephone No Owner's Address �- Is this permit in conjunction with a building permit'? Yes �- No ❑ (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Anips / Volts Overhead ❑ Undgrd ❑ No.of Meters. New Service Anips / volts Overhead❑ Undgrd ❑ No.of'.Meters,* Number of Feeders and Anipacity Location and Nature of Proposed Electrical'Work: L4 • r ,:J �� O Com lesion orthe rolluivin table neay be waived by the lis'ector of il'irrs. No.of Recessed Fixtures No.of Ceil.-Susp.(Paddle)Faits No.of Total transforniers hVA s No.of Lighting Outlets No.of Hut Tubs Generators K1'A Above In- o.o inergency tg iting No.of Lighting Fixtures Stivinmtiug Poolrtid. ❑ rnd. ❑ Battery Units No.of Receptacle Outlets jl No.of Oil Burners FIRE ALARiIIS No.of Zones No.of Syvitches No.of Gas Burners t o.o etecfioti an Total Initiating Devices No,of Ranges No.of Air Cond. Tons No.of Alerting Devices Hent Pump i Number ons \ i o.o e - ontaincd No.of WasteDisposers Tot2is.-I I Detection/Alerting Devices No.of Dishwashers Spacc/Area Heating KNY Local ❑ Coanec tion C] Other No.of Dryers Heating Appliances Key Securityystems: No.o Devices or Equivalent : No.a Water KWt o.o i o.a Data Wiring: I heaters Sinus Ballasts No.of Devices or Equivalent No.Hydromassage BathtubsNo.of Motors Total IIP I'e ecommunications iring: No.of Devices or E uivalent OTHER: .tltach additional detail ifdesiretf,or as required by the Inspector of Wires. 1\SURANCE COVERAGE: Unless waived by tate owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. 11c undersigned certifies that suchco rage is in force,and has exhibited proof ofsome to the permit issuing office. . CHECK ONE: INSURANCE T BOND ❑ OTI•IER ❑ (Specify:) (Expiration Dwe) Estimated Value of Eleciricnl Work:* (When required by atuuicipal policy.) Work to Start: QS-ic\�(6-Inspections to be requested in accordance with MEC Rule 10,and upon completion. 1 certif}; tattler the pains and penalties ofperjury,that the information ort this application is trite and cal"Plete F1R11I NANIE: t;. O.rc�,-e_c� " � LIC.\0.3-]a9 4E Licensee: �o'\L ignature (/fapplicable.enter"r-vempt..in the license manber fine.) Bus.Tel.ilio.'_ n0 -S9 io ISO Address: �"l ��.t Q. Sa.k ��--� �i�c�. e�c� ty t� O�Alt.Tel.No.: OWNER'S INSURANCE WAIV W . I am awafc)fliat the Licensee dors not have the liability insurance coverage normally required by la v. By my signature below,I hereby waive this requirement. 1 min the(chcck onc)0 owner ❑owner's agent. Owner/Agent Sin am Telephone No. P1sRMIT r-rt r C (� viiiu;u us¢viii - otnmonwaalut of ts•/aseadtisdetti Y ! MEMO 2Q P t ��, S Permit No. LII �It erf/lCi� BOARD OF FIRE PREVENTION REGULATIONS Occupancy and Fee Clte:ked gip, r- Rev. 11/991 (leave biank) i APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK All work to be pc.forrned in accordance with the Massachusetts E•lumtrical Code(MEC), 27 CMR 12.00 (PLEASE PRINT IN INK OR TYPE ALL INFOJUTATION) Date: n t \ City or:town on �Qo. C�r ss To the Inspector of Wires: By this application lite undersigned gives notice of his or her intention to perfomi the electrical work described below. Location(Street&Number) 1-1 U)©6 Owner or Tenant \c , Sr v , 9 - Telephone No5k�� lQgb�l tj) y Owner's Address Is this perinit in conjunction with a buIldht,permit? Yes WNo El (Check Appropriate Box) Purpose of Building Utility Authorization No. Existing Service Amps / Volts Overhead ❑ Unddard ❑ No.of Meters . New Service An►ps / Volts Overhead❑ Undgrd ❑ No.of Meters; Number of Feeders and Antpacity Location and Nature of Proposed Electrical Work: .,J �� O Com lesion arthe rollowin tablf Total e may be w 'aived by the hiscctor of Wires, No.of Recessed Fixtures NO.of Ceil:Susp.(Paddle)Farts ` No.osfornurs Kv i tio.of Lighting Outlets No.of Hot Tubs Generators KVA I A ave n- No.o mergence Lighting No.of Lighting Fixtures ' Swintntiug Poul rnd. ❑ rnd. Q BatteryUnits U No.of Receptacle Outlets A No.of Ott Burners FIRE ALAR:IIS No.of Zones IN o.oDetection as No.of Switches No.of Gas Burners Ttal Inifinting Devices ' No.of Ranges No.of Air Cond. * Tons No.of Alerting Devices -No.of Waste Disposers eat Pump Number ons ANO.o ontaine TOWSI Detection/Alertialt Devices No.of DIshwashers Space/Area Heating KW Local ❑ Connecpon 0 Other Recti A liances ectinty Systems: No.of Dryers ng pp KW No.of Devices or Equivalent i t o.o aterKW i o.o t o.o Data Wiring: f Heaters Signs Ballasts No.of Devices or Equivalent No.Hydromassage Bathtubs No.of Motors Total IIP 'It ecommunications trtng: No.of Devices or Equivalent OTHER: .tltaClt additignaldetail{f desired,or os regtrfrtd b} lire inspector of lYi►•es UNSUR.4utiCE COVEitAGE: Unless waived by the owner,no permit for the performance of electrical work may issue unless the licensee provides proof of liability insurance including"completed operation"coverage or its substantial equivalent. 11c undersigned certifies that such co•erage is in force,and has exhibited proof of same to Bre permit issuing office. CHECK ONE: INSURANCE BOND ❑ OTHER ❑ (Specify:) (Expiration Date) L•stitnated Value of Elecirical Work: COQ. — (When required by muuicipal policy.) Work to Slart: gS -ic\1Cf -Inspections lobe requested in accordance with MEC Rule 10,and upon completion. I certifj, under the pains and penaltles ofperjury,that the information art this application is trite and complete. FIRAI NAME: LIC.\O-Q37a9 4E Licensee: t-kio`.\L . nature C.NO.: a (If applicable,enter"cirnipt"in the license atunber Pine.) Bus.Tel.lo.' L90 i_.S9S to bd 0 Address: Alt.Tel.No.:- OWNER'S INSURANCE WAIVOW I am a Imt the Licensee does not have theliability insurance coverage normally required by law. By my sibnature below,I hereby waive this requirement. I am the(check one)❑owner ❑other's agent. Owner/AgentPL'Rt1IITTL•E: O U� Sis112ture Telephone No. Location No. Date �oRT� TOWN OF NORTH ANDOVER iCertificate of Occupancy $ • Building/Frame Permit Fee $ swCHus Foundation Permit Fee $ Other Permit Fee $ e r� TOTAL $ Check # r 183`2 �- U `Building Inspector t a TOWN OF NORTH ANDOVER BUILDING DEPARTMENT APPLICATION TO CONSTRUCT REPAIR,RENOVATE, OR DEMOLISH A ONE OR TWO FAMILY DWELLING ^' .y 9 �v ; ,":_c. �`Yi�!• :�i 4 R e7 P?. rn BUILDING PERMIT NUMBER. n DATE ISSUED: / �� !�� M ic SIGNATURE: VC OL- Building Commissioner/I for of Buildings Date z SECTION 1-SITE INFORMATION o 1.1 Property Address: 1.2 Assessors Map and Parcel Number: Map Number ParcelNumber 1.3 Zoning Information: 1.4 Property Dimensions: Zoning District Proposed Use Lot Areas Frontage ft 1.6 BUILDING SETBACKS ft Front Yard Side Yard Rear Yard Required Provide Required Provided Required Provided 1.7 Water SupplyM.GL.C.40. 54) 1.5. Flood Zone Information: 1.8 Sewerage Disposal System: n Public ❑ Private ❑ Zone Outside Flood Zone ❑ Municipal ❑ On Site Disposal System ❑ SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT listulic District: rn 2.1 Owner of Record Name(Print) Address for Service signature Telephone 2.2 Owner of Record: Name Print Address for Service: O Z rn Signature Tel hone SECTION 3-CONSTRUCTION SERVICES 90 3.1 Licensed LConstruction Supervisor: Not Applicable ❑ Licensed Construction Supervisor: 0 -7Z 7 7-Z-. License Number Addkss d ©d Expiration Date g Telephone 3.2 Registered Home Improvement Contractor Not Applicableble ❑ 0 Company Name Z Z 7 / 7--�- rn l-7_ To ,0 0 1�.�4Y�i}e 7 Registration Number I"a AAdress ooPr 7r L �l ay Expiration Date 61fature Telephone Y' y S SECTION 4-WORKERS COMPENSATION(M.G.L C 152 § 25c(6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of tha bgilong permit. Signed affidavit Attached Yes..... No.......❑ SECTION 5 Descri tion of Pioposed Work(check all applicable) New Construction ❑ Existing Building ❑ Repair(s) ❑ Alterations(s) ❑ Additi Accessory Bldg. ❑ Demolition ❑ Other ❑ Specify Brief Description of Proposed Work: SECTION 6-ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollar)to be OFFICL4,L. E-ONLY Completed by permit applicant 1. Building (a) Building Permit Fee Multiplier 2 Electrical (b) Estimated Total Cost of Construction 3 Plumbing Building Permit fee(a)x (b) 4 Mechanical HVAC 5 Fire Protection 6 Total 1+2+3+4+5 Check Number SECTION 7a OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT 1, as Owner/Authorized Agent of subject property ; Hereby authorize__ �� � /��✓i: to act on My behalf,in all matters relative to work authorized by this building permit application. t Signature of Owner Date -SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION — I, � �' ,j� as Owner/Authorized Agent of subject property Hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and bq Lief rnt Name Sia e Date ORIES E SIZE BASEMENT OR SLAB SIZE OF FLOOR TIlABERS 1 2ND 3RD SPAN DIMENSIONS OF SILLS DM ENSIONS OF POSTS DIMENSIONS OF GIRDERS HEIGHT OF FOUNDATION THICKNESS SIZE OF FOOTING X MATERIAL OF CHDANEY IS BUILDING ON SOLID OR FILLED LAND IS BUILDING CONNECTED TO NATURAL GAS LINE C NORTH '9 Town of : Andover % Z'o L A K E over, Mass., I� COCKICHEMCK V 7�S RATED P'PG 5 �i BOARD OF HEALTH PERMIT T D Food/Kitchen Septic System % BUILDING INSPECTOR THIS CERTIFIES THAT................... ;WrA04�........... ....... .... ...................................................... ... Foundation has permission to erect........................................ buildings on.-........ .................................... ............ ......... Rough to be occupied as...........Czr ,� . .. ........................ ..... . chimney provided that the person accepting this permit shall in every respect conform to the teffins 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 UNLESS CONSTRUCTIORough S T INSPECTOR ............................................ Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Display in a Conspicuous Place on the Premises — Do Not Remove RoughFinal No Lathing or Dry Wall To BeDone FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE Smoke Det. North Andover Building Department Tel: 978-688-9545 DEBRIS DISPOSAL FORM In accordance with the provision of MGL c 40 S 54, a condition of Building Permit Number is that the debris resulting from this work shall be disposed of in a properly licensed solid waste disposal facility as defined by MGL c11, S150A. The debris will be disposed of in: (Location of Facility) vM ig ature of Permit Applicant s �=Zz Date NOTE: Demolition permit from the Town of North Andover must be obtained for this project through the Office of the Building Inspector � 1 ✓�xe Lr ammca� a�✓�aaaac%uaelQ ' q BOARD OF BUILDING REGULATIONS 4� icense: CONSTRUCTION SUPERVISOR _ Number: CS 072772 3lrthdate: 04/07/1962 _ Expires: 04/07/2006 Tr.no: 24177 Restricted: 00 JEFF C STEELE 24 SHERWOOD AVE � ! DANVERS, MA 01923 Commissioner I. s� .��c "lOo»v»ta�uue2l/� o/��G(�JJccc�udr,(.�d ''''=�_• Board of Building Regulations and Standards — — HOME IMPROVEMENT CONTRACTOR Registration: 127172 Expiration: 9/15/2006 Type: Supplement Card CHAMPION WINDOW&PATIO RO J`T'•' ITP LE 230 BALLARDVALE ST WILMINGTON, MA 01887 Administrator --limstrator The Commonwealth of Massachusetts > Department of Industrial Accidents d Ofrice of Investigations Boston, Mass. 02111 y Workers'Compensation Insurance Alfrdawt Name Please Print Name: �i�t��.�c� %�/ -..✓�r Location: �� /�' trio u&I S City IVC) 044 Phone # ` / � g n- 7G/11-/ 0 I am a homeowner performing all work myself. aI am a sole proprietor and have no one working in any capacity I am an employer providing workers'compensation for my employees working on this job. Company name: Address 6111440 s,.Wcr ST` city: >vC-- 4 Phone* 6*10k Insurance Co. ��t/% - Zf DLLP licy# fiv -U $' � Comaany name: Address Ch: Phone# insurance Co. Pollcv# Fe%lure to secure coverage as required under Section 25A or MGL 152 can lead to the imposition of criminal penalties of.a tine up to$1,500.00 and/or one years'imprisonment_as_wal]-as_dvll.penalties in the fmn d a.SIOP.VVORK.ORDER..and..a fine of.(3100.00)s ilay again -me. I understand that a copy of this stat f ed to the Office of Investigations of the DIA for coverage verification. I do hereby cert' u rovided above is true and correct. Signature Date 2 Z-� Print name G Phone# Official use only do not write in this area to be completed by city or town official' City or Town PermiULicensi ❑Check it immediate response is required Building Dept ❑ licensing Board ❑ Selectman's Office Contact person: Phone A- ❑ Health Department ❑ Other AsWu CERTIFICATE OF LIABILITY INSURANCE / 12 07/2" V2,004 0. ' 12 PRODUCER (5,1.3)421-6515 FAX (513)421-0130 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Walter P. Dolle Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 201 E. Fifth Street HOLDER,THIS CERTIFICATE DOES NOT AMEND,EXTEND OR Suite 1000 ALTER YHE COVERAGE AFFORDED BY THE POLICIES BELOW. Cincinnati, OR 45202 INSURERS AFFORDING COVERAGE NAIC# INSURED Campion Window Co, o Boston North, LLC INSURER A: Liberty Mutual Ins Company 230 Ballardvalc St. INSURFRB: Fireman's Fund xns. Co. Wilmington, MA 01837 INSURER c: St Paul Fire & Marine INSURER D: INSURER E! COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED A80VE FOR THE POLICY PERIOD INDICATED.NOTW ITHSTANDINI ANY REQUIREMENT,TERM OR CONDITION OF ANI'CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CE:RTIFICNI-E 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 0' TYPEOFINSURANCE POLICYEFFE!CTIVE POLICYEXPIRATION POLICY NUMBER LIMITS GENERAL LIABILITY Y17-541-434193-013 12/01/2004 12/01/2005 EACs OCCURRENCE: S 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTS CLAIMS MADE I XJ ) 1A,SES( wF nm= S 300,000 I OCCUR MEC EXP(Any ono perwn) $ 10,000 A — PERSONAL&ADVINJURY S 1,(11)0,000 GEA'ERALAGGREGATE S 2,000,000 GENLAGGREGA7EL1MI7APPLIESPER: PRCDUCTS-COMPA:)PAGG $ 2,000,000 POLICY JET LOC — AUTOMOBILE LIABILITY AS1-543.-434162-013 12/01/2004 12/01/200S COMBINED SINGLE LIMIT X ANYAuro (E3 amldenq S 1,000,000 ALL OWNED AUTOS BODILY INJURY S A SCHEDULED AUTOS (Permmon) X mRED AUTOS NON BODILY INJURY S NON-OWNEDAUTOS Ipor eccldc�q PROPERTY DAMAGE: S _ (Pe,xdaenq GARAGE L1AUILTTY AUTO ONLY.EA AOrIDENT $ ANY AUTO OTHERTHAN GA ACC S AUTO ONLY: AGG S FXCES$/UMBRELLA LIABILITY XYM000866OS763 12/01/2004 12/01/2005 EACH OCCURRENCES 15,000,000 X OCCUR CLAIMS MADE 6 AGGREGATE $ 15 000,000 s DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION AND WVA0205982 12/01/2004 12/01/2005 X WCSTATU- 0TH- EMPLOYERS'UABILTrY C ANY PROPRIE70R/PARTNEWEXEI;UTIVE FI EACHACCIDENr v 11000,00 OFFICERIMEMBER EXCLUDED? If y=.d=6be umee E.L.DISEASE-EA Efvftoyw S 1 000,000 SPECIAL PROVISIONS below OTHER EL-DISWE•POLICY LIMIT S 1,000 00O DESCRIPTION OF OPERATIONS I L.00ATM]NS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT f SPECIAL.PROVISIONS CERTIFIQSTEj10LpER C N SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSl11NG INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, OUT FAILURE TO MAIL SUCH NOTICE SI{ALL IMPOSE NO OBLIGATION OR LIAOILrrY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REW 7ATIV TO WHOM IT MAY CONCERN AUTHORIZED REPRESENTATIVE 1 ACORD 25(2001108) ©AC:ORD CORPORATION 1988 v ` � ��i��t♦:♦i����0 '�� 4 QK¢C4'e ®�iA i ' �ia°s��.°srfs+' R i�Ii;i$+�! .. !d" �N[,,Q[�/�;{��+�����' ���r!p�'i i�iii f'i�3}t.`Ff{s*fttt� t s'i f c d> d.. ".✓ '+'' 4 M iiii kvolll v— ,-W� ell .., �:i ti ditW lift' did#d w-•,:..... _� '* sly �1{ _ I u- k.. s x r r *4! 4.' �t u FA7,011Y DIRECT OSINCE 1953 Mo 230 Ballard Vale Street Suite B•Wilmington, A1.Q1887 a 978-284-6108•1-877-846-3699 WIN 0/Ip(p$ • SIDING (jq-�T10 RROOOM$/^ �'�{} Colife f' / /`.5tnf/t //�S11f/t�/ Date 0`,mail L - G.° Homa Phff (c�n�� (f c,a �T" one� f Business Phone(Mr./Mrs.) City /( 111SIz �_ State L" Zip 0 M � County/Twnshp Replacement Windows•Storm Windows&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 AMOUNT STIPULATED BELOW: All-Season Vinyl Patio Room From Nominal 6"Components With Outside Dimensions Of Approximately A: XB' XC: "s Season Aluminum Patio Room From Nominal 4"Components Outside Dimensions Of Approximately A: X B:�X C: J Aluminum Screen Room From Nominal 2"Components With Outside Dimensions Of Approximately A: XB:-XC: DECK OR SLAB C, YES NO YES NO� 1 i� d�'L'T ❑ /Under Customer's Existing Roof t� ❑ Room Deck Approximately_ X Material J ice.On Customer's Existing Concrete Slab U tzi�- pen Deck ApppJp�ximatety_X_Material On Customer's Existing De k ns ❑ Steps:WoadrJ Concrete O Approx.Number Of Risers 0 " Closed❑ I _a&-` ❑ Tear Out Existing:Slab�eck❑ � ❑ Railing Approximately lin.ft-Mater al � � J footers For Existing Sla ' ❑ Skirting Approximately 0 lin.ft.Material �T U Tear Out Existing:Walls U Screens❑ Roof❑ RailsA- - ❑ our New Open Concrete ithout Footers Approximately X_ J "2`314"Sub Floor ��c r�1pG� ❑ f p-New Concrete Slab With Footers Approximately X U /_-Msulated Polydeck El insulate Under Deck.:. l�ALi`> 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 nciude 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. Y NO t9r2� ❑See Attached Dravnng Super Frame,Wing&TColor:White Thin Tan❑ Bronze❑ t FIOUSE f2 ' ,,3/16"Triple Strength Non-insulated Glass 1r J Double Pane Insulated Glass 1-6v t t Comfort 365 Glass"❑ Solar-Green Insulated Class❑ J /J�-_Argon Gas Filled I.G.Units(All Season Roo Only) - -- -- - - -- -J Fixed Glass Knee Walls Location:A❑ B ❑ J jam'Knee Wall w/Aluminum Sk m White Tat O Bronze❑ - - U Knee Wall wNinyl Skln: Wh to Tan❑ A C J 0�-Bulld Up❑ Build Down❑ Loca'n:A❑ B❑ C❑ J 4r-fixed Transom Glass Location:A❑ B❑ C❑ _ tt J a Existing Posts X155 ik,, ,J;'�O P 9 =ACTIVEO J f�Ke ock r riding Screen Room System(No Glass) WROOF Champion's superfoam roof system is a nominal 4"(R-19)orb"(R-30)expanded poly-styrene insulated foam panels with an embossed laminated aluminum skin and thermally broken I-Beams- YES NO YEP NO J audio Roof System Color. WhBe❑ Tari❑ 4"❑ 6'J EI Gutter&Down Spout To Grade LU Gable Root Sv tem Color. Wtote an❑ 46°❑ C3 Shingles(To Match As Close As Possible) J Gable Glas,�mg Glass❑Number Of Pieces: ❑ lights:Vented Non-Vented❑ Quantity: J Gable Tie-nn(Tri' Includes Shingles On Saddle Only And Vl e I Vinyl FII On InW O<Sadddle) YES NO /"form: Outswing Color Style tkEt t rmge f>Aght Fringe O 1SLO Location:'A f]S 3 C❑ U SntN:Inswing❑outswing❑ Color Style Left Hinge❑Right Hinge U 1SLO Location:A❑ BMJ C`l OTHER / YES N YES NO J Heat/Cool it: , ❑ ❑ Blinds:Color Style Het ht Lo ti O//B❑ ❑ J Carpet X Color PScut To Fit Loose Laid � �` —6 FS I (- s ❑ Electrical Package Including: Wall Sockets, Wall Switch(s) �qF+-_k Ups Of Customer Prov ded Cei mg Fan(ryi ory Wire MeO' "',��1,/r R..�'" QMMENTS I t T rx: f. T H II r F xHih ha ion N o ti o ti n. ( y� F. - s F"" " F` A at • *.e ` FREE IN HOME SERVICE BUYER'S RIGHT TO CANCEL Total sale price Down payment $ loo v�• � " BUYER MAY CANCEL THIS CONTRACT BY DELIVERING WRITTEN NOTICE TO 1� THE SELLER AT ANY TIME PRIOR TO MIDNIGHT OF THE THIRD BUSINESS Initial balancer / � ---L, $ F� Substa aLco „r ff DAY AFTER THE DATE OF THIS TRANSACTION.BUYER MAY USE THIS 49w wtng"comoesonbf roam tcusu re PgLo6 to ` CONTRACT AS THAT NOTICE BY WRITING`I HEREBY CANCEL!AT THE �t�areet,Electric,Blinds) BOTTOM AND ADDING BUYER'S NAME AND ADDRESS,THE NOTICE MUST Due in'ull fBolloomng completion of project) BE DELIVERED TO THE SELLER AT THE ADDRESS SHOWN ABOVE. ❑Bank Financed ❑Cash on Completion All material is guaranteed to be as specified.All work is to be completed in a workmanlike manner accor ' jtn andard practices.This co ract is valid only with proper signatures. Ch pion shall not be held responsible for time and material delays,str kes,acts ofi Go any atters beyond its conic Owner agrees thatthe equity n this prope y ec i r this contract. Since this con ract calls for made to order goods, snot subcancellation except stated above.Start installation approximal eks from above date.Verbal promises can cause misunder gs.therefs contract ce titut 'th nhre understanding of the parties,and-no ht� er understandingcollateral venial of vtherw5e:shall be bindi49,unless t ed by bothS.'Cha qv nd.h a alt job related debris.All saidand discounts aof,4 All�rges i aAbove: Thank you for yo er Buy s ignature ( �.,, �/ C ion R r>S;erSf�five X__ Buyer's Siqnature Champion Manufacturing Authorized Officer FACTORY DIRECT INCE 1953 t� WINDOWS SIDING PATIO ROOMS AFFIDAVIT 1, the Undersigned,lbeiing the owner of the property at hereby verify that 1 have authorized ClIampion Window,Siding«nd Patio Rooms and its agents to apply to the Building Department of the City of A,, to act as representatives in obtaining building permit and/or any zoning requirements needed to obtain permits. IS / F Signa Ire of e � 'te: Address of Owner: City& State: Zip' Champion Window,Siding and Patio Rooms (978)284-6108 FAX (978) 284-6115 780 CMR: STATE BOARD OF BUILDING.RE.G_ULATIQ,I S AND STANDARDS THE MASSACHUSE1 I'S STATE BUILDING CODE I CONSUMER INFORMATION FORM-"SUNROOWS Massachusetts State Building Code(780 CMT,Appendix J,Section J1.12.3.1) The Massachusetts State Building Cbdc (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 buildedcontractor or homeowner,coacutretiAJtnstalling a house addition with very large per=nage of glass to opaque wail,seeks to utilize a special energy conservation exemption option for"sunroom"additions to an existing house(780 CMR Appendix J,Section J 1.1.23.1). This FORM is not intended to prevent a homeowner from selecting a"sunroom"of any size,configuration, orientation, form of construction or percent glazing,IOut rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year-round comfort considerations involved in selectins and utilizing a"sunroom"addition. The connection of"sunroom"structures to residential buildings may create comfort and enc:g}-xnsumption issues due to uncontrolled soiz,gain or uncontrolled radiation cooling of the main house.In the selection and constructionfuutallation of"sun=ms",included below is a non-required,open-ended list of product and design considerations that a homeowner may wish to consider before actually constructingfuistalling 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. It.addition,the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DF-SIGN,CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading • Type of Glazing a Insulating value ' • Solar beat gain • Fume materials e Glazing to frame sealing and gasketing materials/seal durability and/or weather tightness of the sunroom 0 Adequate ventilation-Operable windows and fans • Applied Shading Systems e Insulation level in floors,walls,and ceilings a Possible Sunroom isolation from the main house via a wall and/or door or slider a Heating and Cooling Methods:EfFciency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code,SzcOor,i 1.1=...1, requires that the actual prove L%• - _71noc the owner's agent or representative)acknowledge receipt of this CONSUtER INFORMATION FORM prior to issuance of a Building Permit for a project that includes "suaroom"additions to an existing residential building. In accordahpe with this requirement,the undersigned hereby acknowledges that she/he has read the information document concerning sunroom comfort and energy conservation. Signature of Actual B ' Date Print Name Address of Permitted Project Owner Address(if different than project location) Owner's telephone number 682 780 CMR -Sixth Edition I I :'7/98 ' ENCLOSURES 1.0 INTRODUCTION This document has been prepared for Enclosure Suppliers Inc. 10036 Springfield Pike, Cincinnati, OH 45215, by Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa 19129. The purpose of this evaluation was to determine the load carrying capacity of the various Aluminum members and connections which are used in the construction of the &aoowa Enclosure and the presentation of this information in user friendly member load tables. This information is the property of Enclosure Suppliers Inc. and should be used solely in conjunction with their manufactured products and in the construction of the C , Enclosure three season rooms. The load carrying capacity of the component members were determined by engineering analysis and design. Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa ='cra—S..04—I—Ging pem t packapelWldlnp pem iukx &4HLAc�w ENCLOSURES Table 2.1 ; 3-3/4" Roof Pane! Load Capacities fors an/120 Span i Panel Configuration Allowable Roof Load in PSF at Span/120 1015 20 25 30 35 40 45 50 55 60 8' 3 3/4" EPS . . . • • • • . $' 3 3/4" EPS+H @ 3'-0" O.C. . • . • • • . . • 8' 7-33,/4" EPS+H @ 4'-0" O.C. • • • • • • • o • I 9' 3 ?/4" EPS • • • • • • e • • • • 9' 3 ;a" EPS+H @ 3'-0" O.C. . . 9' 13 3/4" EPS+H @ 4'-0" O.C. . . . . . . . . • • • 10' 31/4" EPS • • • • • e • • • e • 10' 3 3/4" EPS+H @ 3'-0" O.C. . . . . . . . . . . . 10' ! 3 %" EPS+H @ 4'-0" O.C. ] 1' i 33/4" EPS • • 3A" EPS+H @ 3'-0" O.C. • • • • • • 11 3 3/4" EPS+H @ 4'-0" O.C. • • . • • 13' 3 4 • • . 1 3 314" EPS+H @ 3'-0" O.C. . . . . • I?' 3 3/4" EPS+H @ 4'-0" O.C. • • s • 3 3/a" EPS • • i 3' 3 3�4" EPS+H @ 3'-0" O.C. • • • 13' 3 3/4'' EPS+H @ 4'-0" O.C. . • . . . . 14' 3 3/4" EPS 0 • • 14' 3 3/4" EPS+H @ 3'-0" O.C. • • • 14' ! 3 V4" EPS+H @, 4'-0" O.C. • e e 3 ' EPS i- 3 :4 • . • i 13 3/4" EPS+H @ 3'-0" O.C. 3 3/4' EPS+H @ 4'-0" O.C. e 16, 3 3/4» EPS 16' 3 3i4' EPS+H @ 3'-0" O.C. 16' 3 3,4' EPS—H cni. 4'-0" O.C. - 5y 4. ;t Ambric Testing and Engineering Associates, Inc. °`�• "'': 3502 Scotts Lane, Philadelphia, Pa c'Endmve SUDOie I-St- ing Demwt oerxa9eWik9ng pe t.om G. n 1 -7 in °t ENCLOSURES Table 2.2; 3-3/4" Roof Panel Load Capacities forspan/1 80 Span Panel Configuration Allowable Roof Load in PSF at Span/180 10 15 20 25 1 30 1'3T 40 45 50 55 60 3/4" EPS • . . • • . . . . s' 31/4"EPS+H @ 3'-0" O.C. • 8' 3 '/4" EPS+H @ 4'-0" O.C. . . . . . ; • _� . . . t i 9' 33/4" EPS 9' 3 1., EF'S+H @ 3'-0" O.C. . • . • • • ' • • 9' 31/4" EPS+H @ 4'-0" O.C. f' .j • 10' 3 3/4" EPS !1 • 10' 3 3 4 ' EPS+H @ 3'-0" O.C. • . • . • • !W 3 3,,,. EPS+H @ 4'-0" O.C. 11' 33/4" EPS I . • 11' ; 3/4" EPS+H @ 3'-0" O.C. . • 11' 3 '/4" EF'S+H @ 4'-0" O.C. . • . . • i 2 3 3/4" EPS ' • • 12' 3 '/4" EFS+H @ 3'-0" O.C. 1 3 34" EF'S+H @ 4'-0" O.C. . • . . • 13' 3 3/4" EPS • • =i, ' EPS+H @ 3'-0" O.C. • 13' 3 ' ' EPS+H @ 4'-0" O.C. %' • 14' 3 3/4" EPS 14' 3 '/4" EPS+H @ 3'-0" O.C. • 14' 3 3/4" EPS+H @ 4'-0" O.C. • i 1� ! 33/4" EPS 15' 3 1/4" EPS+H @ 3'4" O.C. 1;` j 3 3/4'' EPS+H @ 4'-0" O.C. i 16' ! 3 3/4" EPS 16' 3 3/4' EPS+H @ 3'-0" O.C. 16' 3 '%' EPS+H @, 4'-0" O.C. I ' Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa Zfx®,e Swolen Imw1ano lxmm vWkaoe%WkSng oeffrvw c ENCLOSURES Table 2.3: 3-3/4" Roof Panel Load Capacities forspa /240 Span Panel Configuration Allowable Roof Load in PSF at Span/240 10 15 20 25 30 35 40 45 50 55 60 S' 3 '/4" EPS • . . . . . . . S' 3 3/4" EPS+H @ 3'-0" O.C. • S' 3 './4" EPS+H @ 4'-0" O.C. • 9' 3 '/4" EPS . . . . 9' 3 '/4" EPS+H @ 3'-0" O.C. . . • • . . 9' 3 3/4" EPS+H @ 4'-0" O.C. . . . • . . . • • 10' 3 3/4" EPS • • 10' 3 3/4" EPS+H @ 3'-0" O.C. . • . . • • • 10' 3 3/4'' EPS+H @ 4'-0" O.C. • 11' 3 3/4" EPS • . . . • 11' 3 3/4" EFS+H @ 3'-0" O.C. • • • • 11' 3 3/4" EPS+H @ 4'-0" O.C. 12' 31/4" EPS • • 12' 3 '/4" EPS+H @ 3'-0" O.C. • • . • 12' 3 3/4" EFS+H @ 47-0" O.C. . • 13' 31/4"EPS 13' 3 3/4'' EPS+H @ 3'-0" O.C. • 13' 3 3/4" EPS+H @ 4'-0" O.C. • • 14' 3 3/4" EPS 14' 31/4" EPS+H @ 3'-0" O.C. • • 14' 3 3/4" EPS+H @ 4'-0" O.C. 15' 3 3/4" EPS . 15' 3 3/4" EPS+H @ 3'-0" O.C. 15' 3 '/4" EPS+H @ 4'-0" O.C. 16' 3 3/4" EPS 'a 16' 3 3/4" EPS+ „ H @ 3'-0 O.C. <' 16' 3 3/4" EPS+H @ 4'-0" O.C. • Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa I E:%Encl u Suoplen I c%buldrq ve,mt uerxaoe%bUkHrV pem%il.0m &mss ENCLOSURES Table 2.7: DOOR HEADER BEAM FOR PATIO ROOM AL 6063 -T6 Allowable Roof Load in Pounds per S uare Foot PSF Panel=Width of 10 115 1 20 1 25 1 30 1 35 40 45 50 5560 Soann 8' 41 5' • • • • • • 6' / • • • • I • j • 1 • 1 • • + • 0' 4' I 5 6' • + 1 8' • • • • • 12 , 5' • • 7' • • • • • • • • • i 8' 1 i 4' 4' I • • • • i • 8 • • • • I .���.raea>trR�r�pFpp ��71wt��1 0�^ Arnbric Testing & Engineering Associates I '502 Scotts Lane. P Inc. = hiladelphia. PA 19129 January 26. 1998 & w*a* ENCLOSURES Table ;Z.8: SIDE WALL DOOR HEADER BEAM FOR PATIO ROOM AL 6063 -T6 Allowable Horizontal Load Pounds per S uare to (PSF) Width of 5 10 15 20 25 � 30 35 40 45 150 Opening i 4' . I • I • • • 11110 5' • 7' ' • • • Ambric Testing & Engineering Associates, Inc. 3502 Scotts Lane. Philadelphia. PA 19129y January 26. 1998 e WING PANEL (TYP.) TYPICAL DOOR TYPICAL WINDOW a UNIT OR UNIT SOLID PANEL o KNEE WALL FRONT ELEVATION I 10 6 4 5 � 3 TYPICAL DOOR TYPICAL WINDOW a UNIT OR UNIT SOLID PANEL a%`''�,q KNEE WALL SIDE ELEVATION E GABLE ROOF STYLE BUILDING WITH 3-3/4" ROOF PANELS TITLE: ENCLOSURE SUPPLIERS, INC. FIGURE 4.2 JOB #: DATE: DRAWN BY: SCALE: ENG-97-213—OH 3-3-98 SFH NONE A M D D R I C TESTING & ENGINEERING ASSOCIATES, INC. Ti 3502 SCOTTS LANE, PHILA., PA 19129 (215) 438-1800 FAX (215) 438-7110 40019 40015A 40019 40009 40018 CORNER 3A —�3A POST I COLUMN 40015A 3A 40015A�` 3A �1A 1A 40009 1A 1A--' ° a e d 4 t , d SECTION 3 a X18 e d i a e d a a a d 4 d a . �) CONC. ii) WOOD SECTION 1 SECTION 2 I-•BEAM ® 4'-0" O.C. I—BEAM ® 4'-0" O.C. WITH 3 3/4" EPS WITH 3 3/4" EPS SANDWICH PANEL SANDWICH PANEL\ 4A — 5A 40016A r — _ — — 40016A — —' -. — —' 4B 5B I 4B 4C 40022A 5B� 5C 40022A 4A 40023 5A 40023 4D 4D 5D 5D I 40008 40008 I CORNER POST I—BEAM 40018 4E "'"''"""'"' 40019 5E OF kti�yaroa4at64fi6atze.�° IV vr yl.• " 14..j1 FF �; k oa^ •'fin m. SECTION 4 4=;;ii'';7 SECTION 5 vvt`pf TITLE: ENCLOSURE SUPPLIERS, INC. FIGURE 4.2. 1 JOB #: DATE: DRAWN BY: SCALE: ENG-97-213—OH 3-3-98 SFH NONE AM B R I C TESTING & ENGINEERING ASSOCIATES, INC. 3502 SCOTTS LANE, PHILA., PA 19129 ® (215) 438-1800 FAX (215) 438-7110 4tLA 7A 7A • HANGER TAB 640020A 6A 6 A — 4001840009 — 71 PANEL SECTION 7 6A SECTION 6 gq:'' :: 40019 3 3/4" EPS 98 98 PANEL /9A 86 88 40015A 40019 \ 40016 8C 8C 40009 SECTION 8 98 %B s SECTION 9 ALUMINUM RIDGE CAP HANGER TAB HANGER TAB lo& 10B 10C 10C 40020A 10A , � 10A 40020A 40016 11A-- 11A 118 1 1 1 16 _1 OD tOD _ SIMPSON SIMPSON _ — STRAPPING STRAPPING 110 11C 11B PANEL tOA lOA PANE` ,,9;,,DP, 40009 40018 coe�a °SFr; 4x4 WOOD POST SIMPSON STRA SIMPSON STRAP 100 100 ���' �� bYT�Atr`V' Ir SECTION 11 w��, taw .s �•n SECTION 10 TITLE: ENCLOSURE SUPPLIERS INC. FIGURE 4.2.2 JOB #: DATE: DRAW BY: SCALE: ENG-97-213--OH 3-3-98 SFH NONE AM Q R I C TESTING & ENGINEERING ASSOCIATES, INC. ® 3502 SCOTTS LANE, PHILA., PA 19129 (215) 438-1800 FAX (215) 438-7110 6"1—BEAM 04'-0"cc OR 3'-0"cc 6"I—BEAM 04'-0"cc OR 3'-0"cc WITH 6" EPS SANDWICH PANEL WITH 6" EPS SANDWICH PANEL WITH .024" THK ALUM SKIN WITH .024" THK ALUM SKIN 4A 5A 4— \4C 0022A 56 56 40022A 4A 40023 5 40023 4D 4D 5D 5D 6" F—CHANNEL 40008 6" F—CHANNEL 40008 CORNER POST 4E I—BEAM 5E 40018 � 40019 IVi I i SECTION 1 SECTION 2 I NOTE: REFER TO TABLE 4.2 FOR REQUIRED HANGER TAB CONNECTIONS 6 6" HANGER BASE 6A 6 ALUMINUM RIDGE CAP . — — — — HANGER TAB HANGER TAB — �6" HANGER BASEtO OB 6" HANGER BASE \ 10C OC 6" PANEL 6A 10A \ 10A SECTION 3 6" I—BEAM _10D 1OD* 6"EPS PANEL PAN L 1 A 10A 6" PANEL SIMPSON STRAP— SIMPSON STRAP 1 ODS 10D �)wlll 6" F—CHANNEL 1/2"TEK SCREW ® 18"cc SECTION 5 SECTION 4 TITLE: ENCLOSURE SUPPLIERS, INC. FIGURE 4.2. 1 a JOB #: DATE: DRAWN BY: SCALE: :` ENG-97-213—OH 3-3-99 JLC O V r" Y f�fi3l. AMBR I C TESTING & ENGINEERING ASSOCIATES, INC. 3502 SCOTTS LANE, PHILA., PA 19129 �= x` (% _ (215) 438-1800 " ' ., FAX (215) 438-7110 A^, WING PANEL (TYP.) X TYPICAL DOOR TYPICAL WINDOW < UNIT OR UNIT SOLID PANEL 0 I KNEE WALL FRONT ELEVATION 5 � 3 2 X TYPICAL DOOR TYPICAL WINDOW UNIT OR UNIT tnbi:r+�rr,'t, SOLID PANEL �°` ar•,�` KNEE WALL b�' SIDE ELEVATION GABLE ROOF STYLE BUILDING WITH 6" PANELS TITLE: TITLE: CHAMPION ENCLOSURES GABLE ROOM FLOOR DECK FIGURE 4.0.a JOB #: DATE: DRAWN BY: SCALE: ENG-97-213—OH 3-3-99 JLC NONE AMBRIC TESTING & ENGINEERING ASSOCIATES, INC. 3502 SCOWS LANE, PHILA., PA 19129 (215) 438-1800 FAX (215) 438-7110 &4oVz,oa ENCLOSURES Table 4.2: Gable Room connections based on 16'-0" x 16'-0" enclosure with 8'-0" opening width. Refer to Drawing Nos. 4.2, 4.2.1 . ,4.2.2., 4.2a & 4.2.1 a Description Number, Type and Spacing of Connectors Section Fastener Size & Connected Parts ± ROOF LOAD (PSF) No. Location Type 1 2 3 5 10 15 20 25 30 35 40 50 60 1 1A #8 x'/" 40018 40015A 2 2 2 3 3 3 3 4 4 5 TEK Corner Expander Post 1B V4"x 2" 40015A Conc. 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" ZAMAC Expander Slab/ O. C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. Footing with 1 with 2 with 3 with 4 with 5 with 5 with 5 with 5 with 6 with 6 at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. IB #10 x 40015A Wood 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 2 '/2' Expander Joist O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. Wood with 4 with 4 with 4 with 5 with 7 with 7 with 7 with 7 with 7 with 7 Screws at Col. at Col. I at Col. at Col. at Col. I at Col. at Col. at Col. at Col. at Col. 2 2A #8 x%' 40019 40015A 2 2 2 3 3 3 4 4 5 5 TEK I-Beam Expander 2B %"x 2" 40015A Conc. 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" ZAMAC Expander Slab/ O. C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. Footing with 1 with 2 with 3 with 4 with 5 with 5 with 5 with 5 with 6 with 6 at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. 2B #10 x 40015A Wood 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" 2 '/2' Expander Joist O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. O.C. Wood with 4 with 4 with 4 with 5 with 7 with 7 with 7 with 7 with 7 with 7 Screws at Col. I at Col. I at Col. I at Col. I at Col. I at Cql I at Col. at Col. at Col. at Col. 3 3A #8 x'/2' 40009 40019 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK Frame I-Beam O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Jamb `icfzYr''! Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa drop pennil packageVwilditryj permit.dw n-7r)-7r)n r ENCLOSURES Table 4.2 Cont'd: Description Number, Type and Spacing of Connectors Section Fastener Size& Connected Parts ± ROOF LOAD (PSF) No. Location Type 1 2 3 5 10 15 20 25 30 35 40 50 60 4 4A #8 x'/z" 40016A Panel 24" 24" 24" 24" 24" 24" 2d" 24" 24" 24" TEK F-Chan. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 4B #8 x'/z" 40022 40019 Panel 2 2 2 3 3 3 3 3 3 3 @ Beam TEK Header I-Beam QBase 4B #8 x'/z" 40022 Panel 16" 16" 16" 16" 12" 12" 12" 12" 12" 12" @ Panel TEK Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base 4C #8 x'/" 40022 40023 12" 12" 12" 12" 10" 10" 8" 8" 8" 7" TEK Header Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base Arm 4D #8 x%2 40018 40022 2 2 2 3 3 3 3 3 3 4 TEK Corner Header Post Base 4E #8 x'/2" 40008 40022 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" TEK Frame Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. head Base 5 5A #8 x%2" 40016A Panel 24" 24" 1 24" 24" 24" 24" 24" 24" 24" 24" TEK F-Chan. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 5B #8 x'/2" 40022 40019 Panel 2 2 2 3 3 3 3 4 4 4 @ Beam TEK Header I-Beam Base 5B #8 x'/" 40022 Panel 16" 16" 16" 16" 12" 12" 12" 12" 12" 12" @ Panel TEK Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base 5C #8 x 40022 40023 12" 12" 12" 12" 10" 10" 8" 8" 8" 7" 1/2" Header Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. TEK Base Arm 5D #8 x 40019 40022 2 2 2 3 3 3 3 3 3 4 1/Z' I-Beam Header TEK Base 5E #8 x 40008 40022 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" 1/2" Frame Header O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. TEK head Base k Y'ij4 :.i Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa iers'Inc np'pe it eUx ildinp P,r il.do 07/97/00 ENCLOSURES Table 4.2 Cont'd: Description Number, Type and Spacing of Connectors Section Fastener Size& Connected Parts ± ROOF LOAD (PSF) No. Location Type 1 2 3 5 10 15 20 25 30 35 40 50 60 6&6A 6A #8 x'/" 40020A 40019 2 2 2 2 2 2 2 2 2 9 @ I- TEK Hanger I-Beam Beam Base 6A #8 x'/z" 40020A Panel 16" 16" 16" 12" 12" 12" 12" 12" 10" 10" @ Panel TEK Hanger O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base 6B 5/16 x 3" 40021 Wood Refer Refer Refer Refer Refer Refer Refer Refer Refer Refer Lag Hanger Framing to table to table to table to table to table to table to table to table to table to table screw Tab 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 4.31-7 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 6B %."x 2" 40021 Brick/ Refer Refer Refer Refer Refer Refer Refer Refer Refer Refer ZAMAC Hanger Masonry to table to table to table to table to table to table to table to table to table to table Tab 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 4.31-7 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 4.3.1-7 6C #8 x'/z" 40020A 40021 12" 12" 12" 12" 12" 12" 12" 12" 10" 10" TEK Hanger Hanger O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base Tab 7 7A #8 x'/" 40018 40009 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" TEK Corner Frame O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Post Jamb 8 8A '/." x 2" 40015A Wood 16" 16" 16" 16" 16" 16" 16" 16" 16" 16" Lag Expander Framing O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. screw 8A %x1 /2" 40015A Masonry 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" ZAMAC Ex ander wall O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 8B #8 x 1/2" 40015A 40019 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK Expander I-Beam O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 8C #8 x'/2" 40019 40009 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK I-Beam Frame O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Jamb o•, OF ::. Ambric Testing and Engineering Associates, Inc. EAEnd—eS 3502 Scotts Lane, Philadelphia, Pa ppliers Inc�buildinp permit packapelhuilding pertnil.doc (17/97/94 ENCLOSURES Table 4.2 cont'd Description Number, Type and Spacing of Connectors Section Fastener Size& Connected Parts ± ROOF LOAD (PSF) �0. Locaiion Type 1 2 3 5 10 15 20 25 30 35 40 50 60 9 9A #8 x'/Z" 40016A Panel 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK F-Chan. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 9B #8 x'/z" 40019 Panel 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" TEK I-Beam O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 10 10A #8 x'/2' 40020A Panel 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" TEK Hanger O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base 10B W,x 40021 Wood 16" 16" 16" 12" 12" 12" 10" 9" 9" 8" 21/2" Hanger Framing O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Lag Tab screw 10C #8 x'/z" 40020A 40021 16" 16" 16" 12" 12" 12" 10" 9" 9" 8" TEK Hanger Hanger O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Base Tab 10D 10d 4 x 4 Wood Refer Refer Refer Refer Refer Refer Refer Refer Refer Refer nails wood Ridge to to to to to to to to to to Post Beam Table Table Table Table Table Table Table Table Table Table 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 11 11A #8 x'/2' 40018 40016A 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" TEK Corner F-Chan. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Post 11B #8 x'/" 40018 40009 12" 12" 12" 12" 12" 12" 12" 12" 12" 12" TEK Corner Frame O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. Post Jamb 11C 10d 4 x 4 concrete Refer Refer Refer Refer Refer Refer Refer Refer Refer Refer nails wood Slab to to to to to to to to to to Post Table Table Table Table Table Table Table Table Table Table 4.4 4.4 4.4 4.4 4.4 4.4 4.4 4.4 1 4.4 1 4.4 iyitii ,i::.x Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa E:%Endow a Suppiem Indb01c inp permit packapeth"Idinp pemJl.do (17/27/49 ENCLOSURES Table 4.3.1: Connection Spacing for 1/4" x 2'/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connectionspacing for 5 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 14'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" (24')0. . 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" (24')O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 1 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. Table 4.3.2: Connection Spacing for 1/4" x 2'/2"Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connectionspacing for 10 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 14'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 10- :w' K E ` Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa iers wluii h' ,pe'nl eux0dirg per h.doc riF�°' . '.J• r ' mi97i4q a ENCLOSURES Table 4.3.3: Connection Spacing for 1/4" x 2'/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connectionspacing for 15 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" 24" (24")O.C. 24" 24 O.C. 24" 24 )O.C. 19" 24" O.C. 15" 24" O.C. 14'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (24")O.C. 24" 24" O.C. 21" 24" O.C. 18" 24" O.C. 15" 24" O.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 19" 24" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" (24")0.67- 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 32'-0" 24" 24" O.C. 24" (24")0. . 24" 24" O.C. 24" (24-)0. . I 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. Table 4.3.4: Connection Spacing for'/." x 21/2"Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connectionspacing for 20 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" 24" 24" O.C. 24" 24" O.C. 18" 24" O.C. 13" 24" O.C. 11" 24" O.C. 14'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 18" 24" O.C. 15" 24" O.C. 11" 24" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (24")O.C. 24" 24" O.C. 21" 24" O.C. 18" 24" O.C. 15" 24" O.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 13" 24" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 18" 24" O.C. 18" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 2-4----(24")0.C. 20" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24'-' (24-)O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (24")0. 24" (24-)0.61 F 'yJ'F3x. &4l �b Ambric Testing and Engineering Associates, Inc. l E- 3502 Scotts Lane, Philadelphia, Pa ` . rm ,e trK,ltiiild' -pei po kagekbuildng permit dM v' f d. r (17/27/44 ENCLOSURES Table 4.3.5: Connection Spacing for 1/4" x 2112" Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connectionspacing for 25 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" nnn I 2•n 2 " 9" • z G-v L4 L'+ U.�.. 124"�O.C. 14" •L4"'U.C. 11" L4"�D.C. 9' �21-")0.C. 14'-0" 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 14" 24" O.C. 12" 24" O.C. 9" 24" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 14" 24" O.C. 12" 24" O.C. 10" 24" O.C. 9" 21-)0.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 14" 24" O.C. 12" 24" O.C. 10" 24" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 16" 24" O.C. 14" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" (24")0. . 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 16" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 19" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (2 - O.C. 24" 24" O.C. 24" (24")O.C. 24" (24"10.C. Table 4.3.6: Connection Spacing for 1/4" x 21/2" Zamac Masonry Anchor or 5116" x 3" Lagscrew(shown in brackets) Connectionspacing for 30 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" 24" 24" O.C. 16" 24" O.C. 12" 24" O.C. 9" 22" O.C. 7" 18" O.C. 14'-0" 24" 24" O.C. 22" 24" O.C. 16" 24" O.C. 12" 24" O.C. 10" 24" 0.C. 8" 20" O.C. 16'-0" 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 16" 24" O.C. 12" 24" O.C. 10" 24" O.C. 9" 22" O.C. 7" 18" O.C. 18'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 12" 24" O.C. 10" 24" O.C. 9" 22" O.C. 20'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 22'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 14" 24" O.C. 24'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" (24-)0. 24" (24W.C. 24" 24" O.C. 22" 24" O.C. 20" 24" O.C. 28'-0" 24" (24-)0. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. ti.?�iT 'S1 Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa a� Irc'lbpil•ai rmil eUxAldinp pennil dw f,. ,+ate° 07/77100 ENCLOSURES Table 4.3.7: Connection Spacing for 1/4" x 2'/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connectionspacing for 40 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 12'-0" 14'-0" 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" 12" 24" O.C. 10° 22r O.C. 9" 18" O.C. 8" 16" O.C. 7" 14" O.C. 14'-0" 14" 24" O.C. 12" 24" O.C. 10" 20" O.C. 9" 18" O.C. 8" 16" O.C. 7" 12" O.C. 16'-0" 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 10" 20" O.C. 9" 18" O.C. 8" 14" O.C. 7" 14" O.C. 7" 14" O.C. 18'-0" 20" 24" O.C. 16" 24" O.C. 12" 24" O.C. 12" 24" O.C. 10" 20" O.C. 9" 16" O.C. 8" 16" O.C. 8" 16" O.C. 20'-0" 22" 24" O.C. 18" 24" O.C. 14" 24" O.C. 12" 24" O.C. 12" 24" O.C. 10" 20" O.C. 9" 18" O.C. 8" 16" O.C. 22'-0" 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" (24")6C. 10" 22" O.C. 10" 20" O.C. 9" 18" O.C. 24'-0" 24" 24" O.C. 22" 24" O.C. 18" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 10" 22" O.C. 10" 20" O.C. 26'-0" 24" 24" O.C. 24" 24" O.C. 20" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 12" 24" O.C. 10" 22" O.C. 28'-0" 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 18" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 12" 24" O.C. 30'-0" 24" 24" O.C. 24" 24" O.C. 22" (24-)0. . 20" 24" O.C. 18" 24" O.C. 16" 24" O.C. 14" 24" O.C. 12" 24" O.C. 32'-0" 24" 24" O.C. 24" 24" O.C. 24" 24" O.C. 22" 24" O.C. 18" 24" O.C. 16" 24" O.C. 14" 24" O.C. 14" 24" O.C. a Ambric Testing and Engineering Associates, Inc. EAEridosure Suppliers lWbuildi rrnil 3502 Scotts Lane, Philadelphia, Pa np pe packape�builtlirq permil.doc 07/27/99 az °AHEL SPAR i ALUMINUM HANGER ASSEMBLY ,. CONNECTED TO WALL STUDS 0 16" O.C. 3 3/4" EPS FOAM SANDWICH PANEL WITH AL 6063-T6 ALUMINUM I-BEAM AT 4'-0" O.C. I 2 PIECE HEADER BEAM ALUMINUM SLIDING COOR OR WINDOW ma 4" THICK CONCRETE SLAB REINFORCED WITH 6x6-W2.0xW2.0 ON VAPOR BARRIER i ON 4" OF CLEAN STONE- ON FIFW*- ABLE SUBGRADE. ISOLAT10t+t--JOINT FOR CONC. SLAB -- --- ..... ..... ...,...... 'SICK TURNED-DOWN CONCRETE =DOTING AT EXTERIOR PERIMETER ?OTTOM OF FOOTING SHALL BEAR�_ � R-CONTROL SPECLAM LEDGER JOTS :N :':RM STABLE SOIL HAVING A DECK =•4FE SEARING CAPACITY 2x8 016" .C. UP TO 1 ' OF 2000PEF ' 4 0 - 2x10 =N0 EXTENDING TO BELOW THE FROST Zx 12 016"O.C. UP TO 18' _:NE. pt,}t9tlCtttt}t•,t �_ TYPICAL CEOSS SEC_ w`=-." � � � s�• TION NCLOSURE SUPPL IERS. ::QTIO ROCM FIGURE 6. 1 .'BDATE: - _NG-:7-7'3--OH I DRAWN BY: SCALE: r +\ i Sr H NONE tMES F' I CTE-STING ENGINEERING ASSOCIATES, !NC. 3502 SCOPTS LANE. =yILA.. ,,-A 19129 I (215) 438-1800 FAX (215) 438-7110 AI UMINtIM HANGER ASSE-MII Y I PS I HAM ,ANI;,;, :I I PANI I CONNI %If U TO GAUI E BEAM WI I I I Al 606.5 1-6 AI INlivi' I•.1 I IMAM "� If'" 0 (l. Al 4' 0" O C. ENGINUNI1) 1 UA111I k lilt Nu.l SIkUCiURAL '_ i t (:I IIIAHI GRADE I UMUER -_ --_ l)I I; 131 AM Al HMINHM `.;I IHINC I)OON OH WINDOW u, r, ALUMINUM 51 WHIG l(. Ui1011 011 WINDOW I 4" 'IIIICK CONCREIL. SLAE3 REINFORCED Willi 6x6 -W2.OxW2.O ON VAPOR BARRIER ON 4" OF CI EAN STONE ON FIRM & 2x8 ®16"O.C. lip 10 10' SlAl�l L 5Ul3GRA0E. 2x10 016"O.C. 12'--14' R CONIROL. SPECIAM 2x12 016"O.C. UP TO 18' DECK 1�'•�y •��� ^'r FF�,F�!E����� y_ - --_ ir 7_1I ' U" I'll I1 11 7t IfOI IOP.( t)I I UOIII3(; :;IIA( I '131 AN ON I wtvi S I A131 1. SOII I IAVING A HI ARINC (,AI'A(:I I Y 01 2000PSI AMI) I XII NIIINC fO I31 1 OW (III I I�OSI ��.. IINI . I IICK I I.IIlNI 1) I)OWN C:ON(:111 11 FOHfINc, ^I FXII IllHll I'I IlIMI II p TY PICAI C:NUS SIS UVION ` - - -- — -- - AM II IIPd(; & N(;INI I I�II`1(� AS ' rl I NCI OSURE SUPPI IFRS, INC. SU(.IAILS, INC.IN(, CA131.E ROOM IYcWeLl 6. 3502 SCO I I S I ANE, PI ill A., PA 19129 _ __ _ (215) 438-1800 JOB If: DRAWN BY: SCALE: _ 11 FAX (215) 438-7110 ENCLOSURES General Construction Notes: 1. All extrusions shall be AL 6063 - T5 Aluminum supplied by Enclosure Suppliers Inc. 2. Roof panels shall be 3 W or 6" thick expanded polystyrene sandwich panels faced with 0.024" Aluminum sheeting slotted between AL 6063 - T5 I-beams. 3. Maximum roof loads presented in span tables are for a deflection of span/240, span/180 and span/120. 4. All enclosures shall be constructed in accordance with Enclosure Suppliers recommendations. 5. Soil Bearing Capacity: All footing shall bear on undisturbed virgin soil or engineered fill compacted in 8" thick loose lifts compacted to 95% of their maximum modified proctor density. All foundation soils shall be stable and have a minimum bearing capacity of 1000 PSF. 6. All footings should extend below the frost line of the locality. The size of the footings will vary dependant upon the total loads transferred to the footing and the allowable safe bearing capacity of the foundation soil. 7. Concrete: All concrete work shall conform to the recommendations of ACI 302-89 and shall have a Minimum Design Strength of 3000 PSI at 28 days. 8. Timber Design Stresses: Douglas-Fir No. 1 Appearance Grade Bending Stress Fb = 1500 PSI Horizontal Shear Stress F„ = 95 PSI Compression perpendicular to the Grain F,, = 625 PSI Modulus of Elasticity E = 1,800,000 PSI Or' M1j,D'n Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa .:�Entlawre Su001iers Intlbildirp pe:rmil peckapelbdldinp pertnil.doc 07/27/99 DOUBLE 2x SPLINE SEE FIGURE 7.4 FOR SPLINE CONNECTION FOR SPLINE CONNECTION FASTENING INFO R—CONTROL PANEL SEE LOAD DESIGN TABLES 7.7 do 7.8 FOR PANEL LOAD CAPACITY 2x LUM EDGE PLATING MATERIAL t� I. 3� � �i�S+L'ii• ,mac: �• �l�� .. i1H,t%�,7 •: vQ . Q♦ 1 '�' Is NOTE: A VAPOR RETARDER ON WARM SIDE OF PANEL SHOULD BE i UTILIZED WITH DOUBLE 2x SPLINES ISOMETRIC ' • AMBRIC TESTING do ENGINEERING ASSOCIATES, INC. �• CHAMPION ENCLOSURES 3602 SCO TS LANE, PHII,A•, pA 19129 R—CONTROL DECK FIGURE' 7.6 (216) 498-1800 JOB �. ENG-97-213—OH DRAWN BY: ,ILC SCALE: NONE — _.__ FAX (216) 438-7110. ,,. _ __ t • FOR PANEL SIZE SEE TABLE 7.7 3' 1 7/16' 1 7/16' R—CONTROL' 00—ALL-PLY1 1 CONTINUOUS i I BLE 2x SPLINE 8d NAILS O 12'cc TWO ROWS STAGGERED R—CONTROL PANEL R—CONTROL DO—ALL—PLY R—CONTROL DO—ALL—PLY EACH SIDE TOP & BOTTOM -------------------- OPTIONAL FACTORY ELECTRICAL CHASE -------------- � , LI I ------- -- -- ------------------- FASTEN WITH ---- i 8d NAILS OR •►►►►au►uuhi 1490. 1 1/2" STAPLES O r3-cc NOTE: VAPOR RETARDER ON �•'• t1� OF k �'°•• BOTH SIDES OF PANEL JOINT OR WARM SIDE OF PANEL SHOULD `'�� ���''� EQUIVALENT TYP. EACH SIDE BE UTILIZED WITH DOUBLE 2x SPLINES zi '••. NALD • - 0 ." DAVID ClNii- t T>RE: CHAMPION ENCLOSURES �,► ► ) FIG JOBR—CONTROL DECK SPLINE CONNECTION DETAIL (DOUBLE 2x / �: RE 7. ENG-97-21.3—OH DATE' DRAWN BY: 3-3-99 gc4Z JLC AM[BRICSG & ExG NONE WEERING ASSOCIATES, INC. 3602 SCOTfS E. PHILA.• PA 19129 (215) 498-1800 FAX (215) 498-7110 I AL ENCLO SURES ABLE TT ALLOWABLE LOADS FOR R-CONTROL PANEL DECK USING DIMENSION LUMBER BEAD LOAD DESIGN CHART (DIMENSION LUMBER BEAM) PSF TIlMBER EPS CORE DEFL. PANEL SPAN JOIST THICKNESS FLOOR SIZE 10' 12' PANELS 14" 16' MAX_SPAN L/360 100 68 43 28 2 ' 2 X 6" 5 1/2" L/240 100 100 64 43 L/180 100 100 12 FT. 86 57 Y 8" L/360 100 100 67 7 1/4 46 " L/240 100 100 100 68 14 FT. L/180 100 100 100 82 L/3 60 100 100 100 70 2 X 10" 9 1/4" L/240 100 100 100 98 16 FT. L/180 1 100 100 100 100 FLOOR PANEL SPANS USING PANELS MANUFACTURED TO AFM STANDARDS AND INSTALLED IN ACCORDANCE WITH DETAIL FIG. 7.6 USING MIN. 7/16 IN. APA RATED 24/16 SHEATHING TOP AND BOTTOM. FRAME WITH CONTINUOUS DOUBLE 2X'S 4-0 O.C. AND SINGLE 2X'S AS PANEL PERIMETER BLOCKING USING MIN. =2 SPF (EXCEPT WHERE NOTED), OR PRE-ENGINEERED EQUIVALENT. TOP SKIN THICKNESS FOR FLOOR PANELS SHOULD BE 3/4" MIN. OPTIONAL: MIN. 7/16" TOP SKIN OVERLAYED WITH A MIN. 7/16" FINISH FLOORING PERPENDICULAR TO THE PANELS, THIS WILL PROVIDE ADEQUATE RESISTANCE TO IMPACT AND POINT LOADING. AMBRIC Testing & Enizineering Associates. Inc. 3502 Scotts Lane.. Philadelphia, PA 19129 OF �ss 'March 9; 1999 ',off .D©PSA(-R t DA.\1DD v : MEISEL coo a CIVIL �1 Qom'•F5�3TE1��•o��� ` /o LC; &e-'e X rSocrs X X X Z,6 �7"0 Ems[r.5 r�v(,r /jn,vrJ Slit. .a d. 1��CoNuterr r G Lly-� i I ' I-IT • � I �Q o v Customer: City: Job Number: Order Date: TRIDENYI boston 3374 06/07/05 A WALL W W 1.5 + 77.375 + 0.5 + 83.375 + 4 + 1 sill(s)= 168" B WALL -1:: W W F 4 + 6.125 + 0.5 + 59.375 + 4 + 59.375 + 0.5 +6.125 + 4 = 144" C WALL D W 4 + 83.375 + 0.5+ 77.375 + 1.5 + 1 sill(s) = 168"