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13-073 (30) BP-2005-0840 GIS#: COMMONWEALTH OF MASSACHUSETTS CITY OF NORTHAMPTON Lot: -001 Permit: Building Category: BUILDING PERMIT Permit# BP-2005-0840 Project# JS-2005-1166 Est. Cost: $28200.00 Fee: $50.00 PERMISSION IS HEREBY GRANTED TO: Const.Class: Contractor: License: Use Group: CHAMPION PATIO COMPANY OF BOSTON 072772 Lot Size(sq.ft.): 492663.60 Owner: NEW ENGLAND DEACONESS ASSOCIAT Zoning: SR Applicant: CHAMPION PATIO COMPANY OF BOSTON AT: 37 COLES MEADOW RD Applicant Address: Phone: Insurance: 35 DUNHAM RD (978) 663-1495 WC BILLERICAMA01821 ISSUED ON:3/11/05 0:00:00 TO PERFORM THE FOLLOWING WORK:CONSTRUCT 11 X 12 SUNROOM ON SLAB UNIT C5 POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspect.; Underground: Service: Meter: Footings: Rough: Rough: House ttt Foundation: .111111Mll Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 3/11/05 0:00:00 $50.00 212 Main Street,Phone(413)587-1240,Fax: (413)587-1272 Building Commissioner-Anthony Patillo File#BP-2005-0840 APPLICANT/CONTACT PERSON CHAMPION PATIO COMPANY OF BOSTON ADDRESS/PHONE 35 DUNHAM RD BILLERICA (978)663-1495 PROPERTY LOCATION 37 COLES MEADOW RD MAP 13 PARCEL 073 001 ZONE SR THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out /� /7 C �Fee Paid Typeof Construction: CONSTRUCT 11 X 12 SUNROOM ON SLAB UNIT C5 New Construction Non Structural interior renovations Addition to Existing Accessory Structure Building Plans Included: Owner/Statement or License 072772 3 sets of Plans/Plot Plan THE F LOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON IP� CATION PRESENTED: Approved Additional permits required(see below) PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commis Signature of Building Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. Version1.7 Commercial Building Permit Ma> 15,2000 +.. """r ` Deparfinentuseonly'. f Northampton status of Permit FE a it ing Department Curb Cut%Dr�veway Permitr� _- Z1�2 Main Street Sewer/Septic Availability__ I� 'Room'100 F WaferVu it Availability_ _ MAR — 8 2OO5vortham ton, MA 01060 Two Sets of Structc:r'at Plans phone 413-587-1 40 Fax 413-587-1272 Piot/Sit Puns "' OtherSpecii APPLICArTION TO CONSTRGCT,-REPA1 ,RENOVATE,CHANGE THE USE. OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING T OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITEINFORMATION J} 1 Property-Address This section to be completed by office -_ . --- 1 37 Co/0 S !21 .- ;17-,, 7� ,/,1 Map Loi Unit 1 Zone I A/UAL-r/4 /V4 I P7aA/ Overlay District. Elm SL.Distri CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: . .-1✓ . /G&—, /0e4c) J S5 i 76 /Jr rOAIGss C"—c 0(4 ,s*tgj Name(Print) ' . Current Mailing Address: 0/744 c 1 77y 3E 0- /)-` Signature ✓C- A7Y"/ v,)Q Telephone 2.2 Authorized Agent: Name(Print) Current Mailing Address: r✓S- Signature Telephone .j SECTION -ESTIMATED CONSTRUCTION COSTS Item Estimated Cost(Dollars)to be Official Use Only completed by permit applicant 1. Building (a)Building Permit Fee 1 2. Electrical (b)Estimated Total Cost of i ' Construction from(6) . ..\\ .. 3. Plumbing j Building Permit Fee p 4. Mechanical(HVAC) 5. Fire Protection j 6. Total=(1 +2+3+4+5) �r 2UV Check Number / � Q — _ 7 ,�"s .._ Thin Section For Official Use Only Building.Permit:Number` Date Issued r Signature: Building Commissioner/Inspector of-Buildings Date Versionl.7 Co a. ercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ccessory Building❑ e Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other❑ Brief Description Enter a brief description here. -c Of Proposed Work:!. //._.,.LL -=1 //.;(1 _ SJt/✓Lt"‘ 4"4-1G x+ST/vim _Sc-?/S. d4-i /'�6'4� D4 vP/7_ SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly A-1 ❑ A-2 ❑ A-3 ❑ 1A I ❑ ❑ A-4 ❑ A-5 ❑ 1 B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ I-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile 0 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 0 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B 1 ❑ U Utility , ❑ Specify: i M Mixed Use ❑ Specify: 1 S Special Use ❑ Specify: COMPLETE THIS.SECTION IF EXISTING BUILDING UNDERGOING RE.N„�_OVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34):. i Proposed Hazard Index 780 CMR 34): i SECTION 6 BUILDING HEIGHT AND AREA OFFICE USE ONLY - BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION Floor Area per Floor(sf) 1st 15ti i 2nd 2nd I j G 3rd G G 3rd1 1 - 4in • 4th ' Total Area(sf) Total Proposed New Construction(sf) Total Height(ft) Total Height ft - 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: 7.3 Sewage Disposal System: Public 0 Private 0 Zone Outside Flood Zones Municipal 0 On site disposal systems Versionl.7 Commercial Building Permit May 15,2000 ,- ©` otip ©1l> d ,,. ' `.. , 'yes..".': -§y: ",`I Existing Proposed Required by Zoning This column to be filled in by Building Department o' 6 I I Lot Size 1 Frontage 1 II , I' s Setbacks Front i 77 a5 Side L:' I.R:1 L:� R:1 1 1 / b ` r—i Rear 30 -Building Height 'i_____1 I r I Bldg.Square Footage r--; % 1 1 f I Open Space Footage (Lot area minus bldg&paved 1 i I L____I I II---9)Z ping) #of Parking Spaces Fill: ii I' (volume&Location) A. Has a Special Permit/Variance/Findin ever been issued for/on the site? NO O DONT KNOW YES 0 IF YES, date issued: I IF YES: Was the permit recorded at the Registry of Deeds? NO 0 DONT KNOW YES 0 IF YES: enter Book ' Pagel and/or Document# B. Does the site contain a brook, body of water or wetlands? NO 0 DONT KNOW ►�: YES IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained ® Obtained ® , Date Issued: '. I C. Do any signs exist on the property? YES 0 NO - I IF YES, describe size, typepnd location: f 0 , D. Are there any proposed changes to or additions of signs intended for the property? YES ® NO IF YES, describe size, type and location: 1 1 E. Will the construction activity disturb(clearing,grading, cavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES ® ` NO IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Version1.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect r } ! Not Applicable El! I .,/__/ Name(Registrant): ! E Registration Number Address I I Expiration Date • _Signature Telephone 9.2 Registered Professional Engineer(s): • 4._.__ __ i Name —� ,/ Area of Responsibility Address Registration Number Signature Telephone Expiration Date Name Area of Responsibility I F I Address Registration Number • I I Signature Telephone Expiration Date . I I Name Area of Responsibility I I r Address Registration Number I I Signature Telephone Expiration Date 1 Name Area of Responsibility i Address Registration Number I I Signature Telephone Expiration Date 9.3 General Contractor p 0 G /4A4' ,G"J f,-j-^/ v Not Applicable 0 Company Name: C:'�� SiTEG2 4'" Responsible In Charge of Construction 1.Z30 6_4u4 v-41- s r li.i /01..,14rrrv/ /,444._ I • Address S• Telephone Version1.7 Commercial Building Permit May 15,2000 • SECTION 10-STRUCTURALPEER REVIEW(78D CMR 110 11) Independent Structural Engineering Structural Peer Review Required Yes 0 No Q SECTION 11-OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING-PERMIT Se5C— l ___ __ I,as Owner of the subject property hereby authorize 'to act on my behalf,in all matters relative to work authorized by this building permit application. Signature of Owner Date ///j''""/'u ,v �-�%/4 ,as Owner/Authorized Agent hereby declare that the statements and information on the foregoing ti re true and accurate,to the best of my knowledge and belief. Signed under thepains and penalties of perjury. cr Print Na e 3 — e)'y Signature of Date SECTIO 2-CONSTRUCTION SERVICES_ 10.1 Licensed Construction Supervisor: C Not Applicable ❑ Name of License Holder:l l ✓' �- 0 72 7 7 Z � License Number I 2-G Sl�r`�L w �•� �9 vv �'JtiV.S7 5 �4 I I `1 7 o Address Expiration Date Sign Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE'AFFIDAVIT(M G:L._c.152,'§.25C(S)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuan a of th" b sing permit. Signed Affidavit Attached Yes,l No 0 r Re rj���'� (rii� of Northampton ) R V��� S�j E �ZassRrhntrlta' ?��� I — DEPARTMENT OP BUILDING INSPECTIONS 4i — 212 Main Street ' Municipal Building • Northampton, Mass. 01060 �`' " WORKER'S COMPENSATION, UNSURANC."h. AFT-MAYfl I �j�Z� LC--- — (liccusJpermittcc) l_k_itb__a_p-tiAr_i.p.arl_place of business(rtsidence at: • 23-6 /594A-i414f/f/ Air /041N6 Ty.,t' fi'!/,� (phonci') g7se-�!o 7— Z 90 (str=t/city/sZa.trl ip) do hereby certify, under the pains and penalties of perjury, that • ( I am an employer providing the following 'Vorlccr's compensation coverage for my env bycess worUng on this job: /1-/ 45�� / At. lc.✓4.oz0 ,>-?Y2 /2._/_0 1.0"" (insure Comracy) (Policy Nur bcr) (r:-pir:oon Datc) ( ) I am a sole proprietor, general contractor or homeowner (cirde one) and have hired the contractors listed below who have the following worker's compensation policies: (Name of Contr c wr) (Insurance CoinoanyIPoUCi Numbc ) (Ex iidt•On Date) (Name of Coorraeior) (inslranc Company/Polley Nunocr) (Ekpirmion Date) • (Name of Contactor) (Insltrane� Co mpany/Po U cy Number) (Expiration Date) I I (Name of Contractor) (Lnsuranc Comca y/Poticy Number) - (Expiration Date) . (aairh-ddf.;nr.1 rbct.t ifcoc zary to inch&inform,.,00 pertainins to.L ooar-_c-ors) O ( ) I am a sole proprietor and have no one worming for me. ( ) I am.a home owner performing all the work myself. NOTE:pl=.sc be et.-rat Lh.s wtz_l;c bomco..-ocrs Mt*ccaplcry pes.om to do r.fr^ �.;e-loo a repair work oo a d"ell.n f,of pot morn tb43 t.'rw_'mil"in which the bocnoov.vc rzvcyo or co the[Toone.,appurtc _at them arc opt Coca.ny cocridattl to be cutployo- undo the wa1u acck-n -tioo Act(GLI to 1(5)),applicaioo by a bom000.ma far r lies__or permit cozy nicmct the Ieg31 ctaau of to omploy r under dta Wo&co,C oa Ad I uadcst+od shot a copy of tbi.mrcni.noit may be foe, riled to Lb.Depertmcox of 1.+b.rrieJ AOCe Ofrioo of Irsur.one for th. covcrazt vcriGmnioa and tlu L•..ittat to.mtR tovcrebt uodcr soctioa 25A of MOL 152 can Iad to the i.t %tioo ofeimias!pcathtct ooasis mg or.fine of up to S 1.300.00 ancVoc' • •..,.—.. or up to ooc year rod a tit pr..hia in tSc form or.Stop Work Ordcr and. Finn o(S100.00 a day.y'.• ttx / i /'11'Pi ' C/ For dcp.nrnr I u,c only ��� �� — � — u t/ Permit Number A��// 1.42p: Lot K Si t••' , oo� tu of istx/Pcrmcc Date to -- . -- i ______/ ? / KEY C-1 J 0 ASSISTED LIVING APARTMENTS ,BD,a 1\, Car Port COMMONS \ ADMINISTRATION — ASsiste MI ALZ.APARTMENTS IItAR - 8 C-2 1BD2a C 3 Car Port C-g Living SERVICE { ,BD,f _ ,BD1b Cott ge5 CIRCULATION I,•, - T STAIRS-ELEVATORS ,• . ,:rz, :i. ,Bo, P C 5 Car Port A C-7 ,BD,b, 1BD1d o o \ . L.F.' , , , 0 ,BD,y Car Port �_ C-12 A-H C-9 1BD1e 1651 1BDtd �� n N 'e 184 PUP-Pos6o — � A-7 itA•2_ SuuRto" ,BD,g' C-11 * ,BD2c D ------- --Th N. , AB4as A 5 v6T a , Assisted 184 A 1 E A 2 �,,••;� Living ,BS, Boa �',. : B P Congregate 'c I, I I S," 'mI 1 ktN 'arlorfJ irkMulti. Pps A6 ST - n 1Ph \ 9 • ities _ _ _ I - Dining 11 N_ \ f w " I \� Garden i Vj Dining 0___7‘ JAI J Ji Re ep. uffi -- Dining . i LT ----,-14-rij j 1B 1 1 . 2 Existing _� sit P.Din. 'Buildingliti ��lal o iI sit �! , Z z. Alz. Alz. Alz Alz. N w -i Ik 4 'I - �}, S-2 S 2S2 S-, ® Kit. D .i 461 .4 - .. .t ni '�3 A I°hL N. JJJ LLLJJJ r v l u J± tiA v f— -- v c. AE7 1 E) 0 20' 40' 80' Asl_l . As z lz. Alsz z. -i-7. Acti city D Wing AIZ. AI2. AI . Asl. Alz. Garden o(Ar r'n,f s EGA 9n Level One Floor Plan 3,,.-. MASSACIILII Is DES MOINES • IOWA ` ' ' 4 _ .. - IN \I I N• '\\ -VOsy /ft Vev ! co Ill „,11 C,,zitoe/7,,V --;i- 1•(----; ii yol lcoy—/ 9i/7s -9/vic/x_x_=? 7 / /// \ 171"'C)-7 91/13 /Pi i 5/)(-2-7 \\\ V r Tii M 4/ v461_::)y , ,6 A 2/i ,7(t-P, PV,5"- cD 1-2,L -9,v,-/C/X4:7 0.1,V/ 0.? //rrvi AS°3Q 1/ a'' .5101/),-9 rio),-)g ,A , l /, CC .- '':C • t:::i' //vr-7 J.rovd ,,y/ czi q . . tevi.2.--111/ 7 • ,1 0 I 1 . - - ; f ctkl)c •IrvISIX3 — _ _ I --- 11 iq _ /_ i:i--.- j71 -------- M deaconess boston 3170 03/08/05 A WALL D W 0.625 + 0.5 + 59.5 + 5.0625 + 59.5 + 6.5625 = 132" B WALL F W W 6.5625 + 2.6563 (fill) + 0.625 + 59.5 + 5.0625 + 59.5 + 0.625 + . (fill) + 0.125 + + 6.5625 = 144" C WALL W W 6.5625 + 59.5 + 5.0625 + 59.5 + 0.5 + 0.625 = 132" FACTORY DIRECT SINCE 1953 230 Ballardvale St. •Wilmington, MA 01887 ( i JiiZ c I O 978-284-6108 •H H.I.C. 127172�T3N 58-244699 • 2 115 Fax 2 42 WI DOWS • SIDING PATIO ROOMS To , 'QCo LrSS —__ Date �' �'O J -e-mail —37 (' 1CL /L,oi.., /id ` Home Phone ___ Business Phone(Mr./Mrs.) City Aiiiii(/L tiAmpi hi ' State M Zip 0/&6 0 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 Nominai 6"Components With Outside Dimensions Of Approximately A: I` X B: I d_X C: _ U 3 Season Aluminum Patio Room From Nominal 4"Components Outside Dimensions Of Approximately A:_ X B: X C: U Aluminum Screen Room From Nominal 2"Components With Outside Dimensions Of Approximately A:__ X B: X C: DECK OR SLAB YES N O YES N U ���lll Under Customer's Existing Roof J. ioom Deck Approximately- X Material U On Customer's Existing Concrete Slab CI Open Deck Approximately X- MaterialX ❑ On Customer's Existing Deck ❑ teps: Wood J Concrete U Approx.Number Of Risers_ _Open J Closed❑ U Tear Out Existing:Slab ❑ Deck J ❑ ailing Approximately _- lin.ft.Material 14 U Footers For Existing Slab ❑ kirting Approximately lin.ft.Material ❑ Tear Out Existing:Walls J Screens J Roof J Rails ❑ ❑ our New Open Concrete Slab Without Footers Approximately X • U 3/4"Sub Floor ❑ our New Concrete Slab With Footers Approximately X U Insulated Polydeck ❑ sulate Under Deck WALLS , . All Champion Patio Room wall systems consist of a series of sliding windows on top of approximately 16"tall knee walls and/or full view sliding doors(see layout).Windows and doors include locking system,synchlock interlocks,stainless steel wheels and sliding screens.Champion to determine exact size of units at final field measure.All glass is tempered safety glass, YES O include build-out and leveling system as necessary. C]See Attached Drawing andall walls❑ Super Frame,Wing&Trim Color: White Tan❑ Bronze❑ ►� :.HODS �` ❑ 3/16"Triple Strength Non-Insulated Glass ii U Double Pane Insulated Glass 1! It U Low-E Insulated Glass❑ Solar-Green Insulated Glass O •, 40/ ❑ Argon Gas Filled I.G.Units(All Season Room Only) ' ❑ Fixed Glass Knee Walls Location: A J B Li C❑ ' 4 • ❑ Knee Wall w/Aiuminum Skin: White❑ Tan U Bronze❑ ❑ Knee Wall wiVinyl Skin: White Tan U A IBuiIdUU Build Down J Location: A ❑ B U C❑ ❑ Fixed Transom Glass Location: A U B LI C Li ❑ Cap Existing Posts LAYOUT SKETCH _ ,OK . ❑ 54 Key Lock X=ACTIVE 0=FIXED O )4. Sliding Screen Room System(No Glass) =FULL VIEW ROOF =KNEEWALL O Champion's superfoam roof system is a nominal 4"(R-19)or 6"(R-30)expanded poly-styrene insulated foam panels with an embossed laminated aluminum skin and thermally broken I-Beams. YES NO, 7 NO _i Studio Roof System Color: White❑ Tan❑ 4"U 6"U 'U Gutter&Down Spout To Grade g U Gable Root System Color: Whir Tan U 4"1 6" U Shingles(To Match As Close As Possible) IANlrw k 3•yV f},a" AR ❑ Gable Glassy Wing Glass '_l ber Of Pieces: - , U Skylights:Vented❑ Non-Vented J Quantity: XU Gabl. Tie-in(Includes Shingles On Saddle Only And Vertical Vinyl Fill On Inside Of Saddle) rie4Aer A'"icS'- DOORS * I t% 014 SI4f X YES NO U . Ar Storm: Ou1.�ttfirtg. ;....Color Style. Left Hinge ❑Right Hinge❑ ISLO Location: A ❑ B❑ C❑ ❑ 'Orley:fi swing❑ Ouiswing O nor— Sfyfe-:,- ' left-Hinge `i'Right Hinge'J tSL'0 • Location-A'q"BLI0-DU . OTHER YE NO YES Jrt, J Heat/Coo Unit: 1 r U Blinds:Color _Style Height Location: A❑ B❑C O WO 1 J Carpet I I ,X 17._Color dh0" (+ Cut To Fit Loose Laid . J Electrical Package Including: $ Wall Sockets, Wall Switch(es)& 2 Hook Ups Of Customer Provided Ceiling Fan With Ivory Wire Mold CMMENT Interior Roof Slopes To Approx: rl ft. Attaches To House:Wall❑Sutter Board O Fascia Board❑ Approx.Heiaht `I ft. lie "T it 1 iS I Champion Is Not Responsible Fe'Existing Existieg Foundations.Structures,Or Existing House Roof Condition. All /A Q// "71/fir'„c/ / r1� 001,441 TWO YEARS FREE IN HOME SERVICE BUYER' 1 RIGHT TO CANCEL Total price for above $ i 2 t ' O BUYER MAY CANCEL "HIS CONTRACT BY DELIVERING ok CQt6o9 WRITTEN NOTICE TO IF E' SELLER AT ANY TIME PRIOR TO Down payment (G? 6 Q MIDNIGHT OF THE THIRr BUSINESS DAY AFTER THE DATE 0 OF THIS TRANSACTION. E 'JYER MAY USE THIS CC NTRACT Balance payable on AS THAT NOTICE BY WRI' ING "I HEREBY CANCEL'AT THE Installation/Delivery $ 2 2 00 0 BOTTOM AND ADDING BU ER'S NAME AND ADDRESS.THE , NOTICE MUST BE DELIV,'RED TO THE SELLER AT THE ADDRESS SHOWN ABOVE. ❑ Bank Financing Cash on Completion Ali material is guaranteed to be as specified. A. work is to be completed in a workman ke manner according to standard practices.This contract is valid only with proper signatures. Champion shall not be responsible for time and material delays,strikes,acts o1 God or any other matters bey,nd Its control.Buyer and Owner a ree Jg6t the equity in this property Is security for this contract. Since this contract calls for made to order goods,it Is not subject a cancellation except as stated abot;.Start installation on or abou/)"/10"J weeks from above date.Estimated date of substantial completion is . All charges listed above.Champion i:remove and haul away all lob rota.3 debris. Alt sales and discounts allotted.All contractors and subcontractors must be registered by the Board of Building Regulations and Standards and any inauiriea relating to registration shot'd be directed to this agency.Champion shall obtain any and all necessary permits as the Owner's agent unless otherwise directed by Buyer.If Buyer secures;ermits,he or she may be excludr:d from the guaranty fund provision of G.L.c.142A. H Champion must pursue Buyer for collection of amounts oast due.Buyer will be liable for Champion's oasonable fees and costa,Inch ling attorney's fees.A FINANCE C E cuiated at the rate of 1-1/2 percent per month(18%ANNUAL PERCENTAGE RATE) will be added to delinq ant accounts. All installation and completion dates are appr mate and a iect to change without notice. V bal promises can cause misunderstandings,therefore this contract constitutt;the entire nderstanding of the parties,and no other understanding ollateral,verbal othe shall be binding,unless sl d by th pa .Thank you for your .order.D not sign this ntract if ere are any blanks spaces. .,,Itik,' SO Buyer' Signature Social Security No. Champion Representative X Buyer's Signature Social Security No. Champion Manufacturing Authorized Officer FACTORY DIRECT '. INCE 1953 p,l Ser Y ! 1 • L WINDOWS • SIDING • PATIO ROOMS AFFIDAVIT I,the undersigned, being the owner of the property at 3/7 (%s iA.[/o c,.) .s'c---59-- hereby verify that I have authorized Champion Window,Siding and Patio Rooms and its agents to apply to the Building Department of the City of /oiXAure=214 � to act as representatives in obtaining building permit and/or any zoning requirements needed to obtain permits. Signature or f • 1� Owner: Date: n s Attu p Address of Owner: 20 De f_ffSYle C g al , City& State: i ( cr AA'tA Zip: (7 LP-- Champion Window, Siding and Patio Rooms (978)284-6108 FAX (978) 284-6115 780 CMR: STATE BOARD OF BUILDING REGULAT161NS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE _.3- CONSUMER INFORMATION FORM-"SUNROOMS" -r- r Massachusetts State Building Code(780 CMR,Appendix J,Section J1.123.1) The Massachusetts State Building Cl5de (780 CMR) includes provisions to ensure that houses and house additions meet energy efficiency standards.This supplemental CONSUMER INFORMATION FORM is to be filed as part of the building permit application when a builder/contractor or homeowner,consiructindinstalling a house addition with very large percentage of glass to opaque wall,crrkS 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,'hut rather is only intended to assist homeowners in becoming aware of some of the important energy conservation and year-round comfort considerations involved in selecting and utilizing a"sunroom"addition. The connection of"sunroom"structures to residential buildings ILE create comfort and energy consumption issues due to uncontrolled soiar rain or uncontrolled radiation cooling of the main house.In the selection and construction/installation of"sunrooms",inclnrira below is a non-required,open-ended list of product and design considerations that a homeowner may wish to consider before actually constructing/installing a"sunroom".It is recommended that consumers carefully review these options with their designer,builder,or contractor,in order to minimize potential energy consumption and/or house discomfort issues. In addition,the qualifications and reputation of the company or individuals to be hired are important considerations. PRODUCT AND DESIGN CONSIDERATIONS RELATED TO"SUNROOMS" • Solar Orientation and Natural Shading • Type of Glazing • Insulating value • Solar beat gain • Frame materials • Glazing to frame sealing and gasketing materials/seal durability and/or weather tighthess of the sunroom • Adequate ventilation-Operable windows and fans • Applied Shading Systems • Insulation level in floors,walls,and ceilings • Possible Sunroom isolation from the main house via a wall and/or door or slider • Heating and Cooling Methods:Efficiency,Zoning and Controls Homeowner Acknowledgment The Massachusetts State Building Code,Section.11.1 2.=.1, requires that the actual property ^er not the owner's agent or representative)acknowledge receipt of this CONSUMER INFORMATION FORM prior to issuance of a Building Permit for a project that includes "sunroom" additions to an existing residential building. In accordance with this requirement,the undersigned hereby acknowledges that she/he has read the information in this document concerning sunroom comfort and energy conservation_ I �7 S� S atu a of Actual B Owner Dale C- C)L /‘.rati) Dee"..dw s s Astt • 1-6//be 7 Co (t5 Ailetiol ()Col . A oifkitny - Print Name Address of Permitted Project DeA.C ernes / f . or MA or-247 G D1� Owner Address(if different than project location) Owner's telephone number 682 780 CMR -Sixth Edition 1 l/27/98 • l!_ __. `, to eoma ommalc or✓14eaac%uae!!3 0) P BOARD OF BUILDING REGULATIONS .Icense: CONSTRUCTION SUPERVISOR • Number: CS 072772 •• 3lrthdate: 04/07/1962 1 Expires: 04/07/2006 Tr.no: 24177 Restricted: 00 • JEFF C STEELE 24 SHERW000WOOD AVE DANVERS, MA 01923 Commissioner ✓le -omorearuoealll op✓fa:mac/uaella Board of Building Regulations and Standards °='1lit= HOME IMPROVEMENT CONTRACTOR • (.• '; — " Registration: 127172 • "z.—,a Expiration: 9/15/2006 • Type: Supplement Card CHAMPION WINDOW&PATIO RO • `J fiP" LE • 230 BALLARDVALE ST r - , u. ' WILMINGTON,MA 01887 — Administrator 1 ......untstrator . \ • 1.:% JI/U41 _it;1..J C:tA .11 ) -1:;1 iii.l PIALll.a, a ✓,a.,a.0 ACORD,,, CERTIFICATE OF LIABILITY INSURANCE DATE peNVOOoo4 PRODUCER (513)421-6515 FAX (513)421-0130 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Wal ter 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 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Suite 1000 - Cincinnati, OH 45202 INSURERS AFFORDING COVERAGE NAIC# INSURED Champion Window Co. of Boston North, LLC INSURER A; Liberty Mutual Inv Company 230 Ballardvale St. INSURERS: Fireman's Fund Iles. Co. Wilmington, MA 01887 INSURERC: St Paul Fire & Marine INSURER D:J INSURER E: COVERAGES _ THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTVVITHSTANDIN' ANY REOUIREMENT,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. INS �A Rn TYPE OF INSURANCE PO LILY NUMBER POLICY EFFECTIVE POLICY EXPIRATION DATE IMMIDD/YY.) DATE(NIMMTVYY) LIMITS GENERAL LtABILfY Y1'7-541--434193-013 12/01/2004 12/01/2005 EAC-i OCCURRENCE S 13000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED S 300,000 PRFLBSFS fFw arnin-nrc-) _ CLAIMS MADE ji OCCUR �MEC EXP(Any ara pc,-,on) $ ill,000 A PERSONAL/I AIN INJURY $ 1,000,000 ^r GENERAL AGGREGATE $ 2,000,000 GENT AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2 000,000 —1 POLICY n TE 0 n LOC AUTOMOBILE LIABILITY AS1-541-434162-013 12/01/2004 12/01/2005 CC1EHIED SINGLE LIMIT X ANY AUTO (Ea aCCldent) $ __ 1,000,000 ALL OWNED AUTOS BODILY INJURY S SCHEDULED AUTOS IPer person) A X HIRED AUTOS BODILY INJURY S NON-OWNED AUTOS (Por acddcn4 PROPERTY DAMAGE S IPC,accident) I GARAGE LIABILITY AUTO ONLY.EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ _ t EXCESS/UMBRELLA UABILTTY XYM00086605763 12/01/2004 12/01/2005 EACH OCCURRENCr s 15.000,000 X OCCUR CLAIMS MADE ACOREGATE $ 15,000,000 6 r s DEDUCTIBLE s RETENTION S $ WORKERS COMPENSATION AND WVA0205982 12/01/2004 12/01/2005 X Tl1RY t lIA TS EMPLOYERS'LIABILITY c ANY PROPRIETORIPARTNER!EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFIGER/MEMDER EXCLUDED? E.L.DISEASE-EA EMPLOYEE S 1 000,000 It yc5,de:cr,be under -- SPECIAL PROVISIONS below EL DISEASE•POLICY LIMIT 5 1,000,000 OTHER — DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES I EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS CERTIFICl9T�_t1ULDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BF CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR RE TATIV TO WHOM IT MAY CONCERN AUTHORIZED REPRESENTATIVE ,I —c ACORD 25(2001/08) ©ACORD CORPORATION'MS ENCLOSURES ECEllW IE FR7 1 .0 INTRODUCTION , �� ?AR - 8 2005 This d tf l ocum..nt has been prepared for Enclosure Suppliers Inc. 10036 j Springfield Pike, Cincinnati, OH 45215, by Ambric Testing and �EP'oFn:s _ I,iP .PEO ,r�L ��=HS 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 e awia.:6c 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 ekuifftio., 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 __'crime Suoaien inc•\w a,nq ream,pacxage\&.ding peirru par eitetopfteda ENCLOSURES Table 2.1; 3-3/4" Roof Panel Load Capacities for span/120 Span I Panel Configuration Allowable Roof Load in PSF at Span/120 10 15 20 25 30 35 40 45 50 55 60 8' 3 3/4" EPS • • • • • • • 8' 3 3/4" EPS+H @. 3'-0" O.C. • • • • • • 8' ! 3 1/4" EPS+H a. 4'-0" O.C. • • • • • • • • 9' 3 ;4 3 EPS " • • • • • • • • 1 • • • • 9' 3 3.'4- EPS+H @. 3'-0" O.C. • • • • • ' • • • 1 • 1 • • 9' 31:" EPS+H@, 4'-0" O.C. • • . • • • . • • 10' 3 3/4" EPS • • • • • 10' 3 1/4" EPS+H @ 3'-0" O.C. . • 10' 3 /" EPS-i-H @. 4'-0" O.C. j • • • i • • • • • • ; • • 11' 33/4' EPS • • • I • • 1 • • 11' ' 3 1/4" EPS+H @ 3'-0" O.C. • • • ' • j • • - 11' 33/4" EPS+H@4'-0" O.C. • • • • 12' 3 3/4" EPS • ` • • - 1 2' 3 3/4" EPS+H @ 3'-0" O.C. • • • . • • • • • 1 ' 3 3/1.. EPS+H (-?a. 4'-0" O.C. • . • • • I3' j 3 3/4" EPS • • 13' 3/'3 -4 ' EPS+H cr. 3'-0" O.C. • • . • . . 13' 3 3/4" EPS+H a. 4'-0" O.C. • • • • • 14' ' 33/4" EPS • 14' 3 3/4" EPS+H @ 3'-0" O.C. • • • • 14' ! 3 3/4" E.PS+H 4'-0" O.C. • • • 3'" EPS 15' 3 /" EPS+H c`,r 3'-0" O.C. • • • ,' 3 ',;.. EPS—H @ 4'-0" O.C. • ' - 16' 3 3./4" EPS • • 16' 3 1" EPS+H @ 3'-0" O.C. • • • • 16' 3 3'4" EPS+H (�. 4'-0" O.C. I • • • • i Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa E.' i Goas Summers IncUsWomp pm pe ht a w Qe ,uino perms%Goc �+ ft f 7/flfl eitamfrioo ENCLOSURES Table 2.2; 3-3/4" Roof Panel Load Capacities for span/180 Span Panel Configuration i Allowable Roof Load in PSF at Span/180 j 10 ` 15 20 25 30 35 40 45 50 55 60 8' ! 3 3/4" EPS • • • . • 8' 3 '/4" EPS+H @ 3'-0" O.C. . • . • • • • • • • • 8' 33/4" EPS+H@4'-0" O.C. • . . . • . . . • l - 9' 33/4" EPS • • • • • • • • • • • 9' 3 "4" EPS+H @ 3'-0" O.C. • • • • • • • 9' 3 3/4"EPS+H @ 4'-0" O.C. • I • • • • • • • • 10' 3 3/4" EPS • • • • • • • • • • I O' 3 3/4" EPS+H cni 3'-0" O.C. • • • • • • 10' 3 3/4' EPS+H @ 4'-0" O.C. • • • • • • • 11' 33/4" EPS ' • 1 • • • • I • • 3 1" EPS+H @ 3'-0" O.C. • • • • • 11' 33/4" EP'S+H@4'-0" O.C. • • • • • • • '� 3 3/4" EPS • • • • • 12' 3 3/4" EPS+H @ 3'-0" O.C. • • . • • 12' t 3 3'4" EPS+H @ 4'-0" O.C. • • • • • 13' 33/4" EPS • • • • 13' 3 ';' EPS+H @. 3'-0' O.C. I . • • • 13. 3 3.4- EPS+H kV. 4'-0" O.C. l • • • • 14' ! 33/4" EPS • • 14' 3 3/4" EPS+H @ 3'-0" O.C. • • • 14' 3 3/4" EPS+H @ 4'-0" O.C. • • • 15' 33/4" EPS 15' 3 EPS+H @ 3'-0" O.C. • • r - 15' 3 3'" EPS+H @ 4'-0" O.C. • • ,,++.►►.���::«;� 16' ! 33/4" EPS • . ,,�^n4�,. 13�4' EPS+H @ 3'-0" 0.C. • 6 3 ' 1 I P a 16' 3 4" EPS+H @. 4'-0" 0.C. 1 • I • & .Y2 Ambric Testing and Engineering Associates, Inc. . 3502 Scotts Lane, Philadelphia, Pa t� =cramue Suoci en Irc.bulnrq plant o egeltultirq pernt.Occ ..',..'..... • ekimizeog ENCLOSURES Table 2.3: 3-3/4" Roof Panel Load Capacities for span/240 Span i Panel Configuration Allowable Roof Load in PSF at Span/240 10 15 20 25 30 35 40 45 50 55 60 f J 8' 33/4" EPS • • • • • 8' 31" EPS+H @ 3'-0" O.C. . • • . • • • • • 8' 1 3 3/4" EPS+H @ 4'-0" O.C. • • • • • • • • • 9' , 33/4" EPS . . • . • . . 9' 3 /" EPS+H rr 3'-0" O.C. • • 9' 3 3/4" EPS+H @ 4'-0" O.C. . • • • • • • • • 10' 33/4" EPS • • • • • • 10' 3 3/4" EPS+H @ 3'-0" O.C. • • • • • • 10' 33/4" EPS+H@, 4'-0" O.C. • 1 • • • • • j • • i t 11 33/4"EPS • • • 1 1 ' 3 3/4" EPS+H @ 3'-0" O.C. • 11' 3 3/4" EPS+H @ 4'-0" O.C. . • • • • 12' 3 3/4" EPS • 12' 3 3/4" EPS+H @ 3'-0" O.C. • • • • • 12' 3 3/4" EPS+H @ 4'-0" O.C. • • • 13' 3 3/4" EPS J • • 13' 3 3/4" EPS+H @ 3'-0" O.C. I • • • 13' 3 3i4" EPS+H @ 4'-0" O.C. • 14' 3 3/4" EPS 14' 3 3/4" EPS+H @ 3'-0" O.C. . • • 14' 3 3/4" EPS+H (a. 4'-0" O.C. • • • 15 3 1/4" EPS • 15' 33s'' EPS±H@, 3'-0" 0.C. 1 • • 15' 33/4" EPS+H@4'-0" O.C. • • 16' 33/4" EPS 16' 3 3/4" EPS+H @ 3'-0" O.C. • 16' 3 /" EPS+H @ 4'-0" O.C. • Ambric Testing and Engineering Associates, Inc. / r • 3502 Scotts Lane, Philadelphia, Pa (i =.`Encica -e Suppler"ir.V.04r Onmt oauuqe%buldrq peml.doc • e .& ENCLOSURES Table 2.7: DOOR HEADER BEAM FOR PATIO ROOM AL 6063 -T6 Allowable Roof Load in Pounds per Square Foot (PSF) Panel Width of 5 10 , 15 ! 20 i 25 ; 30 35 140 i 45 150 55 60 Span Opening I 1 .3 5' • • . . . . . . . • • • . • 6' • • • ; • • • • [ • • ! • • • 7' • • 8' • • • • • • • • • j • • i + 10' 4' • 1 • I • , • , • • • • • j • • • 5' • • • • j • • 6' • • • • • • • • • • • • • • • 1 • 8' • • • • • • • • • , 12' i L 5' • • • • • • i • • • • ' • • I • • 6' • • • • • • • • • • • • ( • • • • • • • • • • 8' • • if 4' 4' • • j • 5 • • / • • • • • • • • 8' • • , • .1' • • • • • • • • • • • • • • • • • • • • • • • , • EY • • • • • • • • • —. • • • • • • i r-- • • • • i 414�4� ^`.`+-,.0 ''. • - ' _ktnbric Testing do Engineering Associates, Inc. !, r. 2502 Scotts Lane. Philadelphia. PA 19129 .:anuary 26. 1998 :'-'"''i`p•td Gjil "...` �.' .. 7i . eiteuitidem ENCLOSURES Table 2.8: SIDE WALL DOOR HEADER BEAM FOR PATIO ROOM AL 6063 -T6 Allowable Horizontal Load Pounds per Square Foot PSF) _ Width of 5 j 10 15 20 # 25 30 i 35 1 40 45 i 50 Opening _ I i 4' I • • i • • 1 •• 1 I • i • i • 5' , • ; • 1 • • • i • • a' 7 8' • I • 1 • 1 • • 1 • .s;. ?T,a:F4„.4 2fR TW ii,',' ,: 'V'' .' .kmbric Testing tic Engineering Associates, Inc. y' 3502 Scotts Lane. Philadelphia. PA 19129 January 26. 1998 121/ WING PANEL (TYP.) a D TYPICAL DOOR TYPICAL WINDOW m SOLID PANEL UNIT 0 1 °' >> " KNEE WALL FRONT ELEVATION zy.... 10 440 ' 0 ' >7 TYPICAL DOOR TYPICAL WINDOW x UNIT OR UNIT SOLID PANEL • ,♦�• 4qY ,C. •. ^jC;; ,4.,.: s. • r.o II ,.: ` . _•_, ..pay In 40 KNEE WALL ;:fs.! ,,: SIDE ELEVATION ° ,,, ., ,Es`' GABLE ROOF STYLE BUILDING WITH 3-3/4" ROOF PANELS i TITLE: ENCLOSURE SUPPLIERS, INC. FIGURE 4.2 JOB #: DATE: DRAWN BY: SCALE: ENG-97-213--OH 3-3-98 SFH NONE /ç' . A V E3IC TESTING & ENGINEERING ASSOCIATES, INC. P ;� 3502 SCOTTS LANE, PHILA., PA 19129 •'�� `... (215) 438-1800 :��`� FAX (215) 438-711 Q I 40019 40015A 40019 40009 40018 CORNER 3A (I POST I COLUMN , I , I 40015A I 3A a !G 40015A- - ■S.° /1A 1A 40009 1A 1A— ° n d e . �� `� SECTION 3 1B a d° 18'; c d ° e 4 d' a e a (i) COWOODNC. ii) SECTION 1 SECTION 2 I--BEAM ® 4'-0" O.C. I-BEAM 0 4'-0" O.C. WITH 3 3/4" EPS WITH 3 3/4" EPS SANDWICH PANEL\ \ SANDWICH PANEL 4A\ — — — _ 5A 40016A — _ — — — 40016A 4� 46 4 C 40022A 58/ 5C 40022A 40023 5A 40023 III 4D 4D 5D 5D 40008 40008 CORNER POST I-BEAM 40018— 4E C 40019 5E ' a.%av 0 OF J1d Q6 !!E •``o 1 ems... •►eeee lyf5i e s Y t 4AL°.1 [.r? A . ▪ �y• : �,' .� f,SECTION 4 �• SECTION 5 {�i :;nmAe, •n' ZC,j. ,• . .el, TITLE: ENCLOSURE SUPPLIERS, INC. FIGURE 4.2. 1 JOB # ENG-97-213—OH DATE: 3_3-98 DRAWN BY: SCALE: SFH NONE ,-vorrit A V 3 IC TESTING & ENGINEERING ASSOCIATES, INC. ik 3502 SC;OTTS LANE, PHILA., PA 19129 • , \ (215) 438-1800 'e'� IIW FAX (215) 438-7110 . , - ' • HANGER TAB ..* / ..../ 40009\ 7A 7A \.''. .../ ...' . . .....• .....• .....* 1 6 • .. • ., 1 6 40020A 6A •• 1 7A .• ....• . .... .. IL 40009 _ _ _ _ _ • .- .• .-.• ...* . .• .• .... ,... .... .' ....* .. ,.. ..• _ _ . ___ _.. _ ........../........ ___ _ ...* ./. .... 40018 7A___ / •• .../ .." / . ... ..• ... .••. ../ ..." .. SECTION 7 PANEL 6A ... ...' ...* ...* ... ,... ,... , .../....-/ ../ ,./. ./. ..". .../ ...* SECTION 6 ....** ....' ... ...' . .. ' .-. .... ...... ..... ....- ... ..... ..... . 4001 9 liA110... EPS 9B 9B 9A . . 8B 8B 40015A 40019 40016 8C \\8C 40009 / \ /SECTION 8 96 9B 9A SECTION 9 ALUMINUM RIDGE CAP HANGER TAB HANGER TAB 108 10A 11°Z1111111111. 10C 40016 40020A 10A 40020A --1 r- 1 1A--1.9. 111116"___ 11A — — — — — — 11B :INKAP 11B 11 STRAPPING !6.. STRAPPING . -- . r \ _____ _ _, / r, • 40009 40018 PANEL 10A 10A PANEL.' , voltsimprat,. 4x4 WOOD POST SIMPSON STRA SIMPSON STRAP :0°10 OF 1 OD• 1 10D .. .0..\-. ...,...... `',5:f .; SECTION 11 e-.:r,.-•'. "'... 1....-, ..vm.v.L+77, ul.:7. : SECTION 10 TITLE: ENCLOSURE SUPPLIERS, INC. • 'to'•'7- — •,,..\.•• ..-,,' FIGURE 4.2.2 JOB #: DATE: DRAWN" BY: SCALE: ENG-9 7—2 1 3-0H 3—3—98 SFH NONE 40"4-24% A V 3 1 C TESTING & ENGINEERING ASSOCIATES, INC. g isk ij, 3502 SCOTTS LANE, PHILA., PA 19129 • .r. (215) 438-1800 FAX (215) 438-7110 i 6"I—BEAM 04'-0"cc OR 3'-0"cc CI—BEAM ©4'-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 r 46 4: All. C 0022A 56 5 40022A 4A 40023 5, 40023 4D 4D /— 6" F—CHANNEL 40008 6" F—CHANNDEL 5 40008 POST 4E I—BEAM 5E 40018 40019 SECTION 1 SECTION ? I HANGER TAB NOTE: REFER TO TABLE 4.2 FOR REQUIRED CONNECTIONS 6: 6" HANGER BASE 6A 6 ALUMINUM RIDGE CAP HANGER TAB— HANGER TAB 6" HANGER BASE 7 10 OB 16" HANGER BASE \ 10C� TT,. OC10A 6" PANEL6A \ � \ 1 r► SECTION 3 _. 6" I—BEAM _ _ 6"EPS PANEL _ - _;0D I'� r�1—OD_ _ 1� PAN L 1 IA 10A 6" PANEL � M SIMPSON STR1OAP D-�"' 10D SIMPSON STRAP "911111‘1, 6" F—CHANNEL EK SCREW ® 18"/ cc SECTION 5 SECTION 4 TITLE: ENCLOSURE SUPPLIERS, INC. FIGURE 4.2. l a JOB #: DATE: DRAWN BY: SCALE: ENG-97-213—OH 3-3-99 JLC 1„ 1iA7Dnit## �,1,�k t AMB RI C TESTING & ENGINEERING ASSOCIATES, INC. 'G oiv J•Y t.'v r P 3502 SCOTTS LANE, PHILA., PA 19129 a •efr ► (215) 438-1800 e ilti* FAX (215) 438-7110 s � ©/ \ WING PANEL (TYP.) m n m TYPICAL DOOR TYPICAL WINDOW a UNIT OR UNIT SOLID PANEL 0 1 0) KNEE WALL FRONT ELEVATION X. 10 a a x TYPICAL DOOR TYPICAL WINDOW g*--.•��, .. a UNIT OR UNIT ,,,,,.,,,,,,' m SOLID PANEL • %%%%%%` ''ra'. CP a .;.e 3•E',; 4 .; - KNEE WALL - t. !*=`; ,{-�' SIDE ELEVATION GABLE ROOF STYLE BUILDING WITH 6" PANELS TITLE: CHAMPION ENCLOSURES GABLE ROOM FLOOR DECK FIGURE 4.2.a JOB # ENG-97-213—OH DATE: 3-3-99 DRAWN BY: SCALE: JLC NONE f`riN AM B R I C TESTING & ENGINEERING ASSOCIATES, INC. 'r I w w 3502 SC:OTTS LANE, PHILA., PA 19129 ►� (215) 438-1800 3,,) FAX (215) 438-7110 eitaotftioa 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 I 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 _ 1 B /:'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. 1 B #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. at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. 2 2A #8 x 1/%" 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" 21/z" 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. at Col. at Col. at Col. at Col. at Col. at Col. at Col. at Col. 3 3A #8 x'/a" 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 S. �; DONALD " -9 li. OAV ID .r'a .e•;.:VI V .iK, ��. ''''',OPy' Ambric Testing and Engineering Associates, Inc. i !%'�. at`' 3502 Scotts Lane, Philadelphia, Pa '' ding pe,nil pa kagetbwldi'q permit da: ('1"7 v1-7 I(l(1 i 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 I I 4 4A #8 x'/2" 40016A P nel 24" 24" 24" 24" 74" 24" 24" 24" I 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'/2" 40022 40019 Panel 2 2 2 3 3 3 3 3 3 3 @ Beam TEK Header I-Beam QBase 4B #8 x'h" 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'A" 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'/" 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" 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'/2" 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" w 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" IA. 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 • ": ..................... ti: � w i}'$ e•sw. s a aay '��.,+ spa › =• ; Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa ..,E. .en I - rq peRna elbulchnp per.,doc e/amiziaa ENCLOSURES Table 4.2 Cont'd: Description Number, Type and Spacing of Connectors Section 1 Fastener Size& Connected Parts ± ROOF LOAD (PSF) No. Location Type 1 2 IF 5 10 15 30 i 35 40 0 6&6A 6A #8 x%2" 40020A 40019 [ 3 2 2 2 20 2 1 2 2 2 20 2 @ I- TEK Hanger I-Beam Beam Base 6A #8 x'/2" 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 1/4"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%2" 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 1/4" 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 %:xi /2" 40015A Masonry 24" 24" 24" 24" 24" 24" 24" 24" 24" 24" ZAMAC Expander wall O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. O. C. 8B #8 x'/" 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'A" 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 ,,,,,uas►t pros tt ,0 0.5\ . AC ","ef �rw. 'e :vu S G> w Y ''1 L :-b GQ Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa E:\Er,dosure Suppliers Ir1clbuildinp permit packapelbuilding permit doc n7/77/44 ENCLOSURES Table 4.2 cont'd Description Number, Type and Spacing of Connectors Section I Fastener I Size& I Connected Parts ± ROOF LOAD (PSF) I No. Location Type 1 2 3 5 10 15 20 25 30 35 40 50 60 9 9A #8 x'/2" 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%" 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 %"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%" 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 1 Od 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'h" 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 _ 11 B #8 x'/z" 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 11 C 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 4.4 4.4 F ' �, rr.".• h7Ji• 817,-, w:! ,. ,4, . • - ,. Ambric Testing and Engineering Associates, Inc. '•f:,,s:isar, 3502 Scotts Lane, Philadelphia, Pa E%Enos re Suppliers Inclbu ding perm!packape\b.Idinp pennit.doc (17/77/gg eiteimftioa ENCLOSURES Table 4.3.1: Connection Spacing for'/+" x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew (shown in brackets) . Connection spacing 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")0.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")0.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")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")O.C. 18'-0" 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 20'-0" 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 22'-0" 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24'-0" 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.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")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 28'-0" 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.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")0.C. _ 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24"(24")O.C. 24" (24")0.C. 24" (24")0.C. Table 4.3.2: Connection Spacing for'/." x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew (shown in brackets) Connection spacing 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")0.C. 24" (24")O.C. 24" (24")O.C. 22" (24")O.C. 14'-0" 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 16'-0" 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")0.C. 24" (24")O.C. _ 24" (24")O.C. 22" (24")O.C. 18'-0" 24" (24")O.C. 24" (24")0.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")0.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. _ 22'-0" 24" (24")O.C. 24" (24")0.C. 24" (24")0.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")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")O.C. 26'-0" 24" (24")O.C. 24" (24")0.C. 24" (24")O.C. 24" (24"0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 28'-0" 24" (24")O.C. 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 24" (2410.C. 24" (24")0.C. 24" (24")0.C. 30'-0" 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 32'-0" 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24"(24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. QF po.�'..L,.�t. : `,',''.: v Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa iers Inclbuf- r.+>;I elbuldinp perm'da; to 'G�---.. n7/77/44 etam ENCLOSURES Table 4.3.3: Connection Spacing for '/," x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew (shown in brackets) Connection spacing 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")0.C. 24" (24")O.C. 24" (24")O.C. 19 L24')U.C. 15"(24")O.C. 14'-0" 24" (24")O.C. 24" (24")O.C. 24" (24")O.C. 24" (2410.C. 20"f24")0.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")0.C. 21" (24")0.C. 18" (24")0.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")0.C. _ 24" (2410.C. _ 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 22'-0" 24" (24")O.C. 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 24" (24")O.C. 24'-0" 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. _ 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 26'-0" 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 28'-0" 24" (24")O.C. 24" (24")O.C. 24" (24")O.C. _ 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. 24" (24")0.C. 24" (24")O.C. 30'-0" 24" (24")0.C. 24" (24')O.C. 24" (2410.C. 24" (2410.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 32'-0" 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. _ 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. Table 4.3.4: Connection Spacing for Y," x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew (shown in brackets) Connection spacing 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")0.C. 24" (24")O.C. 18" (24")0.C. 13" (24")0.C. 11" (24")0.C. 14'-0" 24" (24")0.C. 24" (24")O.C. 24" (24")0.C. 18" (24")0.C. 15" (24")0.C. 11" (24")0.C. 16'-0" 24" (24")0.C. 24" (24")O.C. _ 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 21" (24")0.C. 18" (24")0.C. 15" (24")0.C. 18'-0" 24" (24")0.C. 24" (24")0.C. 24" (2410.C. 24" (24")0.C. 24" (24")0.C. 20" (24")0.C. 16" (24")0.C. 13" (24")0.C. 20'-0" 24" (24")0.C. 24" (24")0.C. 24" (2410.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 18" (24")0.C. 18" (24")0.C. 22'-0" 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" _24")0.C. 24" (24")0.C. 24" (24")0.C. 20" (24")0.C. 24'-0" 24" (24")0.C. 24" (24")0.C. 24"k24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (2- 4")0.C. 24" (24")0.C. 24" (24")O.C. 26'-0" 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 28'-0" 24" (24")0.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (2410.C. 24" (24")0.C. 24" (24")0.C. 30'-0" 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")0.C. 24" (24")0.C. 24" (2- 4")0.C. 24" (24")O.C. 24" (24")0.C. 32'-0" 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")0.C. 24" (24")O.C. 24" (24")O.C. •Iai {r'{� iC:a:ta•D. '�V• • •� • Ambric Testing and Engineering Associates, Inc. p,,1 _" 3502 Scotts Lane, Philadelphia, Pa re In�1Eid perms Ivckapeth,4Id q perr,I doc. 07127/g2 f�J • eitaatizioa ENCLOSURES Table 4.3.5: Connection Spacing for 1/4" x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew (shown in brackets) 1 Connection spacing for 25 PSF Horizontal Loading Gable Width Projection of Room 10'-0" 1 12'-0" l 14'-0" I 16'-0" 18'-0" 20'-0" 22'-0" 24'-0" 12'-0" ' 24" (24")O.C. 1 19" (24")O.C. r 14" (24")O.C. 11" (24 )O.C. , 9 121")O.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"124")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")O.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")O.C. 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" (24)O.C. 24" (24")O.C. 24" (24")O.C. _ 24" (24")O.C. Table 4.3.6: Connection Spacing for'/4" x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew(shown in brackets) Connection spacing 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')O.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. r " 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")O.C. 24" (24")O.C. 24" (24")O.C. 22" (24")O.C. 20" (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. 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. •,..„,,fiiff) is ; •s L. E.`.! .1.. Ambric Testing and Engineering Associates, Inc. -,.:,.-,7., `f 3502 Scotts Lane, Philadelphia, Pa s Ifclblil'Or .- it e�uilanp permit doc +- ` n7107KK1 e4aotzfrio t ENCLOSURES Table 4.3.7: Connection Spacing for '/." x 21/2" Zamac Masonry Anchor or 5/16" x 3" Lagscrew (shown in brackets) Connection spacing 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'-1 12' (24`)0.C. 10" (22")U.C. 9" (18")0.C. 8" (16")O.C. 7" (14")0.C. 14'-0" 14" (24")O.C. 12" (24")O.C. 10" (20")O.C. 9" (18")0.C. 8" (16")O.C. 7" (12")0.C. 16'-0" 16" (24")0.C. 14" (24")O.C. 12" (24")O.C. 10" (20")0.C. 9" (18")O.C. 8" (14")O.C. 7" (14")0.C. 7" (14")0.C. 18'-0" 20" (24")0.C. _ 16" (24")0.C. 12" (24")0.C. 12" (24")0.C. 10" (20")0.C. 9" (16")0.C. 8" (16")0.C. 8" (16")0.C. 20'-0" 22" (24")O.C. 18" (24")0.C. 14" (24")O.C. 12" (24")0.C. 12" (24")O.C. 10" (20")O.C. 9" (18")O.C. 8" (16')0.C. 22'-0" 24" (24')0.C. 20" (24")O.C. 16"(24')0.C. 14" (24")0.C. 12" (24')0.C. 10"(22')0.C. 10" (20')0.C. 9" (18")O.C. 24'-0" 24" (24')0.C. 22" (24')0.C. 18" (24')0.C. 16" (24')0.C. 14" (24')O.C. 12" (24")0.C. 10" (22")O.C. 10" (20')O.C. 26'-0" 24" (24')0.C. 24" (247)0.C. 20" (24')0.C. 16" (24')0.C. 14" (24')0.C. _ 12" (24')0.C. 12" (24")O.C. 10" (22')0.C. 28'-0" 24" (24')0.C. 24" (24")O.C. 22" (24)0.C. 18" (24')0.C. 16" (24')0.C. 14" (24')0.C. 12" (24')0.C. 12" (24')0.C. 30'-0" 24" (24')0.C. 24" (24')0.C. 22" (24')0.C. 20" (24')0.C. 18" (24')0.C. 16" (24')O.C. 14" (24')0.C. 12" (24')O.C. 32'-0" 24" (24')0.C. 24" (24")0.C. 24" (24')0.C. 22" (24')0.C. 18" (24')0.C. 16" (24")0.C. 14" (24')O.C. 14" (24')0.C. tyy• • '' yi.4f0Cyr: Ii,.::...• .. G,��ti�.• L' Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa E 1Erdos'ue Suppliers Incltxnldirq pnmd packapeWnldi'q pemnt doc (17/27/99 PANEL SPAT/ ALUMINUM HANGER ASSEMBLY CONNECTED TO WALL STUDS 0 16" O.C. 3 3/4" EPS FOAM SANDWICH PANEL WITH AL 6063—T6 ALUMINUM f—BEAM AT 4'-0" O.C. 2 PIECE HEADER BEAM � — LUMINUM SLIDING DOOR DR WINDOW 4" THICK CONCRETE SLAB REINFORCED WITH 6x6—W2.0xW2.0 ON VAPOR BARRIER ON 4" OF CLEAN STONE ON FIRM& STABLE SUBGRADE. // ISOLATION-JOINT FOR CONC. SLAB T/\'/ I/. ;ILK TURNED—DOWN CONCRETE / s 7001 iNG AT EXTERIOR PERIMETER /i\�ljA% %i, •I` R—CONTROL SPECLAM LEDGER JOI _OTTOM OF SOOTING SHALL BEAR—y t DECK N =RM STABLE SOIL HAVING A �' 2x8C�41 UP 10' � Zx10 0 16 O..C. 12'-14' AFE FEARING CAPACITY OF 2000PSF Ex 12 016"O.C. UP TO 18' :-ND EXTENDING TO BELOW THE FROST _NE. C MALD ✓A V! '1 TYPICAL CROSS-SECTION 'y/i/tyt. NCLOSURE SUPPLIERS, NC. PATIO ROOM FIGURE 6. 1 _ DATE: _ ; DRAWN BY: j SCALE: =NG—�7—_ .3-0H I _ — 8 ; SFH NONE ' r�U CTESTING & ENGINEERING ASSOCIATES, INC. 3502 SCOTTS LANE =y1LA., =A '9129 (215) 438-1800 1 FAX (215) 438-7110 1 1'ANII WAN I I Al UMINI IM I{ANGER ASSE MI11 Y CONN( Cif I) TO GAUL E BEAM .S 3/4" I I'S I OAM `.,AN11::. II I'ANI I .--.0 16" 0 C. WIII I Al 6116.5 16 Al MIN. M I REAM ". Al 4' (1" (1 (' . ENGINII lit I) 1 tllAlil It Uli No 1 SlittIC111RA1 GRADE 1111413ER l -. • ' I'll CI III Al)I I< III AM Al I(MINIIM ')I (DING 1)(A)k ;)I1 WINDOW i At UMINUM `..)I II)ING 110OIZ OR WINDOW - • 4" -WICK TICK CONCRE IL. SLAL) REINFORCED WIIII 6x6 -W2.OxW2.0 ON VAPOR BARRIER ON 4" OF Cl EAN STONE ON FIRM & 2x8 ®16"Q C. UP 10 10' 'IAD( L SULIGRADL. 2x10 016 0.C. 12.--14' R CON I ROE SPL CI AM 2x12 0 16"O.C. UP TO 18' DE CK / _ ,r i, . ter. t. ' �� // �/ s. "��• r,^} - A, YiP S. j • ���j;�/ �/� \j • I' li•' I'll It • sa ' T MI I OM Dl I UO I INC, 1;1 IAI I 'III Alt \'% • ON I IRM SIAUII SOH HAVING A z�� SAI I Iil ARINC CAPA(;IIY 01 20001351 -• AND I XII NDIN(: 1(1 IfII I OW 1111 I-ROS I f., I I NC. I I IICK I I um 11 I)OmI cowl?' I I , .; FOO fING A I L X I I MOHI'I HIM! I I h I Y PICA I (,MUSS S I��( , I I O N �1 ;� ) ' • . frn F� I NCI OSURE SUPPI If RS, INC. !� n ^ q ) PIMA., ' INC. GABLE ROOM PIG W ' 6.2 /1 `IVI 1 I h I I I ICJ(; & I- NGINI I III!(� A55UCIAI L 3502 SCOT I S IANL, I I III A., PA 19129 DRAWN BY: SCALE: If (215) 4i8--1800 joH #: J ,., _ -. . ty II I AX (215) 4.i8--711f1 r-^in , ENCLOSURES General Construction Notes: 1. All extrusions shall be AL 6063 - T5 Aluminum supplied by Enclosure Suppliers Inc. 2. Roof panels shall be 3 'A" 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 �^vMA\- .... �',',.� 'fir. .. {T'M ti : I , { :t\ 7 14'1E'�S03fti.tlf4l Ambric Testing and Engineering Associates, Inc. 3502 Scotts Lane, Philadelphia, Pa E.'.Enclosure Suppliers Inclouloinp pima package\building permit Poo 07/27/99 • DOUBLE 2x ? c% 1 NE FIURE 7.4 ° FOR SPLINEfNING INFO : 1 R—CON TROL PANEL SEE LOAD DESIGN TABLES 7.7 do 7.8 FOR PANEL LOAD CAPACITY 2x LUM:-: EDGE PLATING MATERIAL t• 101 IL \,,, p ,. ,,,, ....... i. i. .. i.. iiii ==:.ji,iiii,at .,,,,,„,, . . , • .0 \A% =rrrii■ r■■r■■r '1 _.` 0 • I •I. 11 �Cfrifr Si . '%0N, rrrr is i��...rr�//0Ir/ h\�l\�� rriririri irr 1,_ ■.•sf$//i \1;1%%4•/$/:,10,0/1/rr hh.. Itifrllr ' o DONALD• G i �j �.: s. cvn •u• zi 1 met` F'-:,rR� ':ca. 0 - 1.1. - / , i NOTE: A VAPOR RETARDER ON . ., fi ., I{ • WAM SIDE OF PANELLIZED WI EH DOUBLE 52HxO UTI SPLINES ISOMETRIC j lt ,•1:I: • TITLE: •`1�1. VittAMBRIC TESTING do ENGINEERING AS50CIATES, INC. CHAMPION ENCLOSURESR—CONTROL DECK FIGURE' 7. 6 ;`:3602 3COTTS LANE, PHILA.. PA 191290� (216) 438-1800 JOB �: ENG-97-213-ON�DRAWW BY: JLC SCALE: NONE�'( FAX (216) 438-7110 FOR PANEL SIZE SEE TABLE 7.7 3" 1 7/16" , I 1 7/16" 1 R—CONTROL. — .— __ — DO—ALL—PLY! CONTINUOUS—', — — — `- 1 i /DOUBLE 2x SPLINEBd NAILS 0 12"cc TWO ROWS 1 STAGGERED / R—CONTROL PANEL v- R—CONTROL DO—ALL—PLY R—CONTROL DO—ALL—PLY EACH SIDE TOP & BOTTOM— OPTIONAL FACTORY ELECTRICAL CHASE 1 FASTEN WITH 8d NAILS OR 1 ,.0II;�OF�M��'',. 14go. 1 1/2" STAPLES 0 6"cc NOTE: VAPOR RETARDER ON IN' 84,'.. BOTH SIDES OF PANEL JOINT OR ` WARM SIDE OF PANEL SHOULD ��•�'�� .•••..•...•••, ' EQUIVALENT TYP. EACH SIDE BE UTIUZED WITH DOUBLE 2x SPLINES DC/N4LD '.; `� t ,a t• ;DGE.AvIli �D��9a'• C1;3':3.:: {"' it ,�, •. � w ti• fi pt TITLE CHAMPION ENCLOSURES R-CONTROL DECK SPLINE CONNECTION DETAIL (DOUBLE 2x) FIGbRE 7. 4 JOB #: DATE: DRAWN BY: SCALE: ENG-97-213-OH 3-3-99 JLC NONE e"^• 'A. AM[B RI C TESTING & ENGINEERING ASSOCIATES, INC. M n 3502 SCOTTS LANE, PHI A., PA 19128 { �• ��;; (215) 438-1800 � Ili' FAX (215) 438-7110 • MVPJO 1 ENCLOSURES .ALE 7.7: ALLOWABLE LOADS FOR R-CONTROL PANEL DECK USING DIMENSION LUMBER BEAN LOAD DESIGN CHART (DIMENSION LUMBER BEAM) PSF TIMBER EPS CORE DEFL. PANEL SPAN FLOOR JOIST THICKNESS PANELS SIZE 10' 12' 14' 16' MAX. SPAN L/360 100 68 43 28 = • 2X6" 51/2" • L/240 100 100 64 43 12 FT. L/180 100 100 86 57 L/360 100 100 67 46 2. • X 8" 7 1/4" L/240 100 100 100 68 14 FT. L/180 100 100 100 82 L/360 100 100 100 70 2 • 2X10" 91/4" L/240 100 100 100 98 16 FT. L/180 100 100 100 100 FLOOR PANEL SPANS USING PANELS MANUFACTURED TO AFM STANDARDS AND INSTALLED IN ACCORDANCE WITH DETAIL FIG. 7.6 USING MN. 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 & Engineering Associates, Inc. 3502 Scotts Lane. Philadelphia. PA 19129 ,,,,,,,,,, ••'-off 10.t,�s, March 9. 1999 o� DONALD .. ' ':. c D VSD . r MEISEL " ' CIVIL •