Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
289 DERBY STREET- HESS
Act Description Orig Start Finish 2005 2006 ID Dur Q2 Q3 G4 at 02 Q3 Q4 289 Derby Street Site Demolition 10 04/01/05 04/14/05 Site Demolition 2000 site Excavation 22 04/15/05 05/16/05 Site Excavation 3000 Building Substructure 66 05/17/05 08/17/05 1 Building Substructure 440000 Building Superstructure 93 08/18!05 12/26/05 Building Superstructure 5000 Roof System 27 12/27/05 02/01/06 Roof System 6000 Exterior Walls System 49 01/19/06 03/28/06 Exterior Walls System 7000 Interior Finishes 137 03/29/06 10/06/06 Interior Finishes 8000 Landscaping 26 09/18/06 10/23/06 Landscaping Start date 04/01/05 Date Revision Checked Approved �Early bar Finish date 10/23/06 12/14/04 Rev. 1.00 �Progress bar Data date 04/01/05 Martins Construction Company Critical bar Run date 12/15/04 289 Derby Street —Summary bar Page number to 0 Primavera Systems, Inc. ♦ Start milestone point ♦ Finish milestone point Salem ® Redevelopment Authority MEMORANDUM TO: Members of the Design Review Board FROM: Tania Hartford, Economic Development Planner '\X SUBJECT: 289 Derby Street— Final Design Review DATE: December 14, 2004 Enclosed are the documents submitted for 289 Derby Street — Coastal Gas Station Redevelopment. As I mentioned in my email to you, the development team is hoping to finalize the DRB review tomorrow night but do understand that if you are not satisfied with the submittal that it could go to another meeting. Please review the plans and come to the meeting with any final feedback on the project. Once you are ready to make a recommendation to the SRA,we can go through what should be included and I will draft a document for your review prior to the SRA meeting. Feel free to contact me at 978/745-9595 x311 or email thartfordasalem.com should you have any questions or concerns about this submittal. Thank you. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 Martins Design Construction Real Estate Development 130 Sylvan Street Danvers, MA 01923 t: 978.777.9084 f:978.750.4281 w: www.martinscompanies.com December 13,2004 Re:289 Derby Street Narrative Design Review Board Members, The project is a 6 storey mixed use structure containing residential, commercial, and facility of public use functions. The North face of the building sits on Derby Street. There is a 10'-0" wide pedestrian access along the West face of the building which connects to the Harbor walk. On the South side there is a raised public plaza over the underground parking garage that houses raised planters and seating for the public. The architecture is intended to be traditional in character with a tripartite division system of base, body, and capital. The proportions and the detailing are based in the Classical tradition. The materials of composite stone, brick, and stucco above have been carefully and specifically chosen to compliment the best qualities of the urban fabric of the city of Salem. This project has been approved by the Conservation Commission and the Planning Board, and is in compliance and currently under review for Chapter 91 A. 1. The windows are Eagle aluminum clad windows with no mullions. They are to be Mallard Green #109, and are double glazed low E for energy conservation. They are also to receive the historical brick mould. The windows on the top floor are to be a round top over a 3'-8"by 5'-0"tall awning window with a panel below. 2. Signage: Shop names will go on the face of the curved awnings over the entrances to the commercial and facility of public use. There will also be an 18" x18" bronze plaque at the entrance to the lobby of the residences that will receive the name of the building. 3. The balcony doors are clad inswing with 2 side lights also with no mullions. 4. The doors and windows on the first floor are also made by Eagle and are the same color as the residential doors and windows, but are a commercial installation of store front windows and glass entrance doors. 5. The building will receive traditional wall sconce lanterns on each side of each entrance to the residential, commercial, and facility of public use. In addition there will be wall washing fixtures hidden on the comice of the second floor to uplight the face of the building 6. The cornices are made out of EFIS and are proportioned according to the rules of the Tuscan order. 7. The brick is Glen-Gery Aberdeen and is standard thickness 8. The brick pavers that border the plaza are Glen-Gery—Molded Paver Series 53-DD 4"x8". 9. The paver in the plaza is"006-A"from Consolidated Brick&Building materials. 10. The roof is a standing seam metal roof from Atas-International Inc. and will be #12 Patina Green in color. 11. The Stone at the first and second floor levels will be Arriscraft International, cream in color, and 12"x24"in size 12. The awnings are to be fabric and navy blue in color. 13. The movable planters are to be the Pavillion series from Interlock Concrete Products Inc. 14. The awing fabric is made by Sunbrella and the color is Saphire 4641. 1 have enclosed cutsheets and drawings where applicable, and will bring samples of all pertenient materials to the Design Review Board meeting on Wednesday the 1 e of December,2004. Thanks, Craig ou las, Director of Ar hit ur ervices A Salem ® Redevelopment Authority MEMORANDUM TO: Members of the Design Review Board FROM: Tania Hartford, Economic Development Planner SUBJECT: 289 Derby Street— Final Design Review DATE: December 14, 2004 Enclosed are the documents submitted for 289 Derby Street — Coastal Gas Station Redevelopment. As I mentioned in my email to you, the development team is hoping to finalize the DRB review tomorrow night but do understand that if you are not satisfied with the submittal that it could go to another meeting. Please review the plans and come to the meeting with any final feedback on the project. Once you are ready to make a recommendation to the SRA,we can go through what should be included and I will draft a document for your review prior to the SRA meeting. Feel free to contact me at 978/745-9595 011 or email thartford(a?salem com should you have any questions or concerns about this submittal. Thank you. 120 Washington Street • Salem, Massachusetts 01970 • (978) 745-9595, Ext 311 • Fax (978) 740-0404 Tania Hartford From: Tania Hartford Sent: Thursday, December 09, 2004 5:12 PM To: 'craig@martinscompanies.com' Subject: 289 Derby Street Craig, Per our conversation, I am writing to outline what is outstanding in your Final Design Submission to the Design Review Board. We will need the following delivered both to my office and to the members of the DRB by Monday at 4:00pm: • Window details, including the exact type of window and detailing of the upper windows; • Signage system for the building; • Lighting specifications and locations for the building and the site; • Cornice details; • Elevations; • Engineered Site Plans; • Detailed set of Construction Plans; • Construction Schedule; • Landscape Plan; • Grading Scheme; • Building material details, including specifications of doors on the first floor and balconies; • Colors and materials of proposed awnings; • Section of the railings and planters at the ramp wall; • Specification of the movable planters in the plaza You should submit a narrative statement describing the project and explaining each of these details and submit samples to our office, as well as, bringing them to the meeting (large samples, such as windows, can simply be brought to the meeting). Please let me know if you need further clarification. If you cannot make this deadline, please let me know and we will discuss the possibility of holding a special meeting. Thank you, Tania Tania Hartford, Economic Development Planner City of Salem, Dept. of Planning &Community Development 120 Washington St., Salem, MA 01970 978/745-9595 x311 phone, 978/740-0404 fax I Martins Design Construction Real Estate Development 130 Sylvan Street Danvers, MA 01923 t: 978.777.9084 t:978.750.4281 w:www.martinscompanies.com December 13,2004 RECEIVED Re:289 Derby Street Narrative DEC 13 2004 DEPT. OF PLANNING& Design Review Board Members, COMMUNITY DEVELOPMENT The project is a 6 storey mixed use structu a containing residential, commercial, and facility of public use functions. The North face of the building sits on Derby Street. There is a 10'-0" wide pedestrian access along the West face of the building which connects to the Harbor walk. On the South side there is a raised public plaza over the underground parking garage that houses raised planters and seating for the public. The architecture is intended to be traditional in character with a tripartite division system of base, body, and capital. The proportions and the detailing are based in the Classical tradition. The materials of composite stone, brick, and stucco above have been carefully and specifically chosen to compliment the best qualities of the urban fabric of the city of Salem. This project has been approved by the Conservation Commission and the Planning Board, and is in compliance and currently under review for Chapter 91 A. 1. The windows are Eagle aluminum clad windows with no mullions. They are to be Mallard Green#109, and are double glazed low E for energy conservation. They are also to receive the historical brick mould. The windows on the top floor are to be a round top over a 3'-8"by 5'-0"tall awning window with a panel below. 2. Signage: Shop names will go on the face of the curved awnings over the entrances to the commercial and facility of public use. There will also be an 18" x18" bronze plaque at the entrance to the lobby of the residerces that will receive the name of the building. 3. The balcony doors are clad inswing with 2 side lights also with no mullions. 4. The doors and windows on the first floor are also made by Eagle and are the same color as the residential doors and windows, but are a commercial installation of storefront windows and glass entrance doors. 5. The building will receive traditional wall sconce lanterns on each side of each entrance to the residential, commercial, and facility of public use. In addition there will be wall washing fixtures hidden on the cornice of the second floor to uplight the face of the building 6. The cornices are made out of EFIS and are proportioned according to the rules of the Tuscan order. 7. The brick is Glen-Gery Aberdeen and is standard thickness 8. The brick pavers that border the plaza are Glen-Gery—Molded Paver Series 53-DD 4"x8". 9. The paver in the plaza is"006-A"from Consolidated Brick&Building materials. 10. The roof is a standing seam metal roof from Atas-International Inc. and will be #12 Patina Green in color. 11. The Stone at the first and second floor levels will be Arriscraft International, cream in color, and 12'x24"in size 12. The awnings are to be fabric and navy blue in color. 13. The movable planters are to be the Pavillion series from Interlock Concrete Products Inc. I have enclosed cutsheets and drawings where applicable, and will bring samples of all pertenient materials to the Design Review Board meeting on Wednesday the 1of December,2004. Thanks, Craig S. Dougl ,AIA Director Architectu ervices - -------- I I I I I I I i i I j I I II t I DD I I I o } t I i U i " I j DO i =- I ,—_. i ------- ---- ----- -- i � i i e I I a o i � i � s r f p $ 00 � _ 0 i � R � f I � A F k R A i - _� � � i E� I � a s` i � t I U I � I � " a a � I ji I I II 8 ' 11 I ® j ' Il O , � II 0 li -`i I -i �I I I II � I I � I N- 1 t n Q , r rl 31 r it tl � tl it I I I I I I I, ! I I I I it vl i' II i II � i e� p o II i ® It ii 4 It I O�. i la I it D j v I ,I 11 r i O O i I O li , ❑ � a 'o ' i eq i A I 11 i O t i r II It ❑ II it it I ,i i 1 1 mp I x r �I , n J n �� n .'.I,I�:11�'I;�I�III,1,""I I�III�III1,,,,,,,1 lilll�ll�l.,■ ii ■■■ i i i ■'11■ � � � �■■ ii VIII IIIIIII 1111 VIII IIIIIII JIII I IIID IIIIIII VIII I Illlb III II DLIII IIIIIVIII VIII IIIIIII�IIII IIID 1111111 illll ■■k��YI VIII IIIIIII VIII ■ ■ -■ VIII IILIII IIII ■ ■ ■ VIII IIIIIII VIII ■■ -'- 1.111.1.1.1.1.1' ! !1!1!1!1!1!1!1 11!1!1 11�1�W1!1! ■■ ■■11SEMI■■ �I0■11 �i 111111111 �1 �1111111 i111l1!1�1!1!1 I■■11 '1■■11 1�1�1�111i1�1�1�1� illi j1I1a1�1!1� ' �r 1�■11 �I if i'i'i'i 11:1:1:1!1:1 �IIII1111i1�1i1 Ii i44ii1i1i'i'ili 11■1■1■11� x.1.1.1. ■■ 11U1M11�1'' I■1dd■1■1■1■1■1 � 111111111 ■ 1.1:R1 ■ ■ ■ ■ �� �1I■1111�� �111y■1111 ANSI LLLLLr.1:1a:1 1= i ;■■ ■■ ■■ 111ii111�i 1111:1:1:111;1,!,NIj NEIME 1 /� ■■ ■■ ■■ i1■■11' ■ 1■■II M■ - I ' � irrrr■�■a:e1: II�� it ■ ■ II'�INO .WJ j '1'1.1.1'IY■yy■I■ i!i!i!ilil��i!i!i!i ■■il■■ 1i al '11■■il l ' ' ilmrlllirrrrl 'ijrrrla 1� ■/ ■■ ■■ ■■1119 ■■ ■■ No , on ;1ma1;1;, IIII ■ I '� � �� 1..111 i II II 11 111.1.111111������ 1 LLon ME tll 1 1C!C!:����� lii■ ■■ ■■ �■ 1�III■■11111 4■1.1.1'1'1 �_II � i � � � �1■111111 ■_ �■ ■ 1 1 1 1 r 1■1■1.1.1■1■ IIII lii■ (■/ �■■ ■■ Iilll�■/ilililililil ,[� � I illlllllllllllllllll ■ = i■—I >I■ Viii i dill=' ■__ � ■ � 'I■ � ■ 11■■11111 ■ 1= I wI;I;rl;l;l;l;l;l;l ` — 1■1.1.1■1■1■1■1■1■1 ■■1;'�■ -- � i■■ ■■ ■■ ill■■1 �■ IIjJ9 Ilca-p� ■■ ■■ ■■ ■■Ie M■ IMMUNE ME ME 1■ � I� � 1 1■1■1 1.1.1■1■1■1 .IIII, � ■ I L ■ �L.1; �■ ■ ■■ 1 :11AN ON ;100111;I �1win a .1a1l18101M I'M HOW IIII'. 1111111111111 11111 14■�C 11111 - 11■1111111 �� ■■ _ ■■ ■■ III 11111 �■� ■■ II■A II , III■■ ■■ �1 11 1�a111 - II E m Ill MEN I■■ ■■ AN ;ill �l�lI I 1 Hill llIl1 1111111 II;I'.III�II III ';, oil ; ■ ', 1111111111111111111 ■ 110■Ills 1111■ 1 4 pll�� 111 ! O�lil lilil -pll�� IIIIIII it it . IIIii01111141I1I1I- pll■mull— II— =nlgll —III�I�Ell I- - -111 � ■■ ■■ ■■ �1■■11111 - - - � 0■ I■■ ■■ IIII■■11111. ` w ' Pi'i'i�1�P1�1�1�1 _! ■■ Isr ■■ ■■ II1111111111I1I1 11.1 HI I liraili.i_yrrl n$§� .. f ,1'1:4111 4lililil —' 00�'I 00 0�� ;1■■1;�� _- I �I0 oihll•plrr� lr I;■■�l'�■ 19IIa�1ililil IImoll'�■ �■ �■ s ■■ IIoni' _. �■ ISII 5i:US I'mall ME wa, 4 1.1:1:1 i iaaa. o- s ;1■i>1; �■ i — 4# 'S3,I , , , ws wl Iil lililll�lilllll =_ y#�&F �f r� sw}4 , §F, IIIIIIIIIIIIIIIIIII SITE PLAN FOR �f\ TOWN 8c COUNTRY HOMES, INC. OF NEW ENGLAND PROPOSED CONDOMINIUM & RETAIL DEVELOPMENT fN6A51A(}( I..II pEM(Rfi1wN:FAr S1aW b5PI11 AIPKI'��1 X"I I'I n:. ...�1' urr w.W .,I I <iRAILN[r PUW�� I�n1 oRUHA4'LbVi11T1TPLN' P.\6!\Glnaml\Tpen aN Walby Fl9mu\lolem\dvp\1R41G[$\FlIt11 IitP RSGSGZUWf&tit 4.111 11NIN{Pfi q.AN ....I I L[:1IIN.4PLiT iJ 0 p/ n\ea\amm\Tam mw rolmay w9atm>,ntey4LucasV�.ao .._.. ... . wnvmnu acslnrefynuuswns ewl � cnnsreLx7lea nvevras5luer e..,1 f,(yl,)'IXl'I:rIJN L1L'1.111v 411M 111.11 (FINSIA[1fi1(eN Or�l".4L9pI1PP.T 1...11 4'0.ayT1I Lf:VFL IL\N GrY lJ11111F4j ..r.11 $piMirl ELlC)X R4N Nl V111RXS 11.41' HPL\TN r11GPal rn . { t 1 W�PIyYIIN TIIJUI I.�. ..tf�'.�� I:NIIPA(Nt4:N)P.JIXIM.1'1�N:IR'VrNIPS. leo 1�' fF IR AN 19V(YllllillS 1�.d� �l'tit1a0.\'bTVIpX:A%.I'i--------.RV r.ILIW1 n¢an�mox xor� C .� �UUTII RIVgR —Aim w e '1 • • - eAl T.6' � �=w w t • • I �� _ iq I F w y _nom DERBY STREET w+_mw UFMOL 'THIS PLAN AON Al llT2iROSI ON CONTROLPFUHF'0SES ONL YFi7R � ce rme m� �••�••� _ E � r 5 z 0 N 6 '1 As • A s -� till � d •0 1 f• W � c e B E hm� ' • a S q � a k i �R A w• y . I k•. na�� ems,. ..� � _ � �a�_y � to > r k +:I �a p IIIA I III I Idls�d ldl �-1 mil YIFIG" �I d C� 1 P'I e xs K it 11 It it Il�i �1 r fi�yl p;p I F♦ � 1 �I� x $IIS•" W }l `-' �` • a s it _I _ '���d b8 �r� ` G as I;r ikQ SSU TO RIVER MIN DERBY STREET a..... w 0 BEY Uj G tl 4� i r meq,:'T �L, R6R6 en � e p�p��5 y�-RC � ¢ :GRii:�.k .L% �R%uF R R $ x Y� a — d • E b xf W GS . • W SOU77� ` rx,� y arca r•s roll .a..cxa.as..s�rc`aea s:.+r.a • � �R' '1'�F�?"�'`°.off.T,�-�:^,:.� • ��w mum""�.�.�.��'.,....�:�. DERBY STREET vx a•W •vp�� •mums u000 X r f PWS 04\ utenRn,- ruO��nl Town Z 0 e Qi d 1 I Is � I,1 sf I , i�llil �ill�i[I !II . s Illliii i I � 1 �. rrm e°o a p °° ,o I Epp v � 1R� SP go f � 6 F 'P�et9 v® ®omneic oara®ai moen.wow arm • f a owi r s,�T aw�ov ua °OI'":4 RRa.fin. VERSA—TUFF PIN Tamm wavu. vn oemwaes anis MO..0 ewo.e��msr TYPICAL SECTION—UNREINFORCED RETAINING WaL w•s come ea ac ioc wuc m wrn(yfnrJ Mam ns ewenws n< f nY IR�� ®!v W mIIIYCIYIN� ^ �'wu WI!Yrt TWICAL SECTION—REINFORCED RETAINING WALL I I 1\ �'� GENERAL NOTES n— Y v mw emoa ao ww.e s ev.u.o mamnoe nwoo. e m r x m ort w omew waa a m eor wa wawrt uaa weim a a a warm m 1aoa wa I� ..v J rwwe a r �w.oue a wwxan v wawos woe ..wrt wu Demi wwe�owr ww.oi wu w oe m.aw �I r M mw ewaao wo wuom �a�m aww sva w ova PINNING OEfAIL x swam m� Yeo wsK wmw�rro wwi ..w.w o®4 wN nw w�w Ir m 4 ww s r ww v m� wewrt.wm ae.i u.mnv I I m w eQm mw.i n<w ma v Dee a M w.e.ee x ort`i.va�mmoi wu s wwm Deco ao M wi wow vaMevaMwu o�wv:mma>«<ior amour )ERSA-LOK UNIT m�`.w.+vereu�u n s e e..wewm rwaa�.nm Dap un oeueoa mrwa m au s wimi a vw.0 a�aw�m M uwui �"°e ww.wmwmnMamowm. u miwnv a'w'iw o rt.w ate wru t unm m rao amain mw.ort. wu.mua wmewaa wancvan�eoN.aoi�eiunm we � gym.or �our.comae t r , SN S x w�i.�s�xx wm�a 'wvam�wcnwre wewaa L{ r mene..w uraoo mw,�ewm / _�_r Mn�mwwOY O �aM1 M QwIMA m114e�1 �'wrilWl Iomo wo1 p �� n ORNII OETNL 4C cot QwWO i\faL NCwF4�)wal XF M9®<M•a w�'0.FwA�' a 1V15 lPY!Fl1♦ OFRFGNFD �9 aMta�C owal uwe w win wwut ewwe Jelx wip,q I�mI1M.V®�q W161 a YG e M 9[.�O�In CON81RlMON DnT 1 . - 1 R t tit Tl d 1d g 1iilt �` 1ti11 is :9 g 4V 8 1 I 1[I�l�, t!11ilg1 t�ldtni;iet ( ii ! t; yll;�1°tl !�{ �1 P-1i � i;i idllfl I!il{1E�5 91[1 —'llii�l 1;1! !!d �1a.t.1 {tui 1 ,1 1it ti hill i toi �1 �;11 a 1 !� 11�1a1 d gFe! 1 I:t to l�j+' i!i 11 i E9s11 eg i t1 e{1i t It 1011...;! i1 tl • (ill If itl I " !• .t i ,1 II t't1 • !!! `!a 1 '1 {1 I i lett 11 iFl 11 la. 1 111 •'+tia il!!!, �,I a9t 1" t1 ti ili� a 1111 1 h .1 _Ip�Et! 1dll� jl•i 1t B.Bp - 11 111' 1 p ! E 1 Bt 1 1t e'�' FY p I t 111a� 1911 9. la 1!11 1� l9li !1 li T11 !°I rile yt�6!i1a HIM 1111111 i . a a i. gi; Ei 11�11f i;1 Ill1�•1, ` II t i1111�i t!''°g°1a 1 1 ° 1,° li� Itgg" �° •tppp1(9 It HIS t;•t!� ; Ig 11 i1g el 1011!11� l �t' tI!1 { �91!� 11 d1;ii 11 p� titt� i1'°1° I' lgle"g ' t! 1 ,t1!� ; '� 1 it '11 ' 1 •! It 11 1 9. e 1 E1FE i 1 ;V1011 le ! 11 0' i ° ° t ° li , . 111 1 1t •1a Dg .•i F { I . 1111 �g1tl,Fp ! ,'I il11i 1iii1I�!�1i��101illg�F. Off iigill 11! 1!�! 'g SII { i Clad Double-Hung Elevations 3' - 8" Units ale 1/411 = 11011 ptc� PVI9vE �vr�e u�tfi ROUGH AOPE. �3 2 4 4/2 1 11'u'(— 1 ME 3' 8' I o i E 3850-1 E 3650-2 E 3850-3 IT m IHI IHIP--------------- e i E 3656-1 E 3856-2 E 3856-3 i e o e E 3860-1 E 3860-2 E 3860-3 e � E 3866-1 E 3866-2 E 3866-3 CO3.024.00 AD1154 3/02 EAGLE Window and Door,Inc.reserves the right to change specfcagons whhout notice. Clad Double-Hung — r; Clad Accessories Accessory Trim Metals Scale 3" = 1' 0" Miscellaneous 90 Degree Historical Outside Corner Panning Applications 90 Degree Outside Corner Historical Panning C14.009.00 AD1428 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications wdhoul notice. Clad Awning Elevations 3' - 0" Units cale 1/4" 1101, ZNh � fAiNYV I Nr, G ROUGH OPG. 0 FRAME SIZE �3 T 0'2 �6 6. 02� �0 90 0 2— E 3026-11 E 3026-21 - E 3026-31 11H E 3026-12 E 3026-22 E 3026-32 h E 3026-13 E 3026-23 E 3026-33 E 30W-11 1 E 3030-21 E 70x1-31 LE E 3030-12 E 3030-22 E 3030-32 fi CO2.011.00 A01119 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Awning Installation Details Scale 3" = 1' 0" Brick Veneer / 2 X 4 Frame Construction 1/2" Sheathing, 1/2" Drywall, 4 9/16" Wall Ix �3 Head Jamb Sill 602.028.00 AD1136 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Awning Elevations 3' - 4" Units (? h K'1O'ge Scale 1/4" - V 0" BG"G" SIZE �6'-B I/2'� �le e 0, FRAME SIZE yM' 6'-B IG'-G' E 3434-11 E 3434-21 E 3434-31 L:1 E 1 [:1 L LE E 3434-12 13434-22 E 3434-32 CO2.015.00 AD1123 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Circle Top - C6 -P=-L- vz- Elevations - Half Circle Scale 1/4" = V 0" 1 ROUGH OPG -01/2 ROUGH OPG�2-4 1/2'� ROUGH OPG. �2-6 I/2'� ROUGH OPG 2--8 1/2' FRAME SIZE 2-0' FRAME.. 2' 4' FRAME SIZE 2'-6' FRAME Siff 2'-8' t I 2010 2412 -T—F 2613 I I 2814 ROUGHII RWC41 OPG. J-4 1/2' ROUGH OPG. .1-8 1/2' —{ PWGH OPG. �4-01/2 FRAME SPG �!-O 1/2'� •mtAME Siff 5-0' FRAME SIZE 5-4' � FRAME 9ff S'-8' I I 3016 3418 I I 38110 4020 ROUGH OPG. t---- 4'4' e RD"RZE �5'-0 1/2� ROUGH OK 54- 4 FRAME SIZE (L- 4�-B' FRAME 9ZE 5'-0• FRANEISIZEI 5,-4• TT 4824 5028 5128 ROUGH OPr0 1/2 FRAME SIZE 6' 0'2• ROUGH OPG,FRAME Siff 6'62 12/2• ROUGH OPO. �6-8 FRAME 9ff 6'-8'8" TT n ti 'j fi 6030 6231 61134 RWRI OPG 7'-G /2NOTE: Additional custom sizes are available.Please contact your EAGLE FRAME SIZE 7'-0' Representative for more information. Use structural mullion reinforcements when necessary or required by code. For a metric equivalent in millimeters,multiply dimensions in inches by 25.4. 70M Modem Divided Lights®,Classic Divided Lights,between-the-glass muntins and removable wood grilles are available.Please contact your EAGLE Representative for pattern information. C05.004.00 AD1292 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Awning -6- " Installation Details Scale 3" = 1' 0" b" Vntu-4. 4riv0 Frame Construction 1/2" Sheathing, 1/2" Drywall, 4 9/16" Wall I t/Nr D WtN10oW Head LvOti� Jamb Sill CO2.027.00 AD1135 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Inswing French Door Elevations 8' - 0" Units Scale 1/411 = 1' 011 2 41 rye LA Sidelites V(P. vNiTC NO Ynvt, ONs. ROUGH OPG,FRAME SIZE 220 I/2 2'26 1/2' 2'-8 1 1/2- 0 1/2 w m 2080 S 2680 S 2880 S 3080 S rYP vN rT Single Doors \� KDROUGH OPG. V»uU (pNS FRAME WE 2'-0 I/2' 2'26 1/2' 2'28 1/ 2'3 '}0 I/2' c0 � m W L (r✓✓ a . � t, 2080 L/R 2680 L/R NOTE: Additional custom sizes are available. Please contact your EAGLE Repr Use structural mullion reinforcements when necessary or required by code. For a metric equivalent in millimeters,multiply dimensions in inches by 25.4. v "Traditional Style" Modern Divided LightsO,Classic Divided Lights,between-the, d grille patterns are illustrated in the sidelite elevation drawings. Please contact your EF See page 47 for handing illustrations. 610.014.00 AD1627 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Inswing French Door - - Installation Details Scale 3" = 1' 0" 2 X 6 Frame Construction 1/2" Sheathing, 1/2" Drywall, 6 9/16" Wall Head BY OTHERS i INA Jamb Sill C10.044.00 AD1684 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Clad Inswing French Door - -r�n r-Lt2 Installation Details Scale 3" = 1' 0" Brick Veneer / 2 X 6 Frame Construction 1/2" Sheathing, 1/2" Drywall, 6 9/16" Wall 747 717 Head Jamb r Sill nyj C10.045.00 AD1685 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Performance Data Table of Contents ERGLE W1mrnifs.CRXIRs TABLEOF CONTENTS ..................................................................................................................................................ix GLASS PERFORMANCE DATA- ENERGY TERMINOLOGY ........................................................................................x GLASS PERFORMANCE DATA- OPTICAL PROPERTIES AND PERFORMANCE OF INSULATING GLASS............xi GLASS PERFORMANCE DATA- ENERGY SAVINGS..................................................................................................xii GLASS PERFORMANCE DATA- PHYSICAL PROPERTIES AND AVAILABILITY OF INSULATING GLASS ............xiii EAGLE WINDOW AND DOOR PERFORMANCE DATA ..............................................................................................xiv EAGLE WINDOW AND DOOR LIMITED WARRANTY ................................................................................................xvii Ix 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Glass Performance Data Energy Terminology U-Value-The heat flow rate through a given construction expressed in Btu/hr4t2PF diference betweer indcor and outdoor temperatures.The lower the U-Value,the less heat is transmitted through the glazing material.W nter nighttime U-Values are calculated for outside air temperature at 0`17,indoor 70°F,outside air velocity at 15 mph, and a solar intensity of 0 Btu/hdft2. R-Value-Thermal resistance of a glazing system expressed in Hr-ft2•`F/Btu. It is the reciprocal of U-Value.The higher the R-Value,the less heat is transmitted through the glazing material. Shading Coefficient-The ratio of solar heat gain through a window to the sclar heat gain through a single light of(3mm) 1/8"clear glass under the same set of conditions. Dimensionless and varying between 0 and 1,the smaller the number,the bette--he window is at stopping the entry of solar heat. Solar Heat Gain Coefficient-The fraction of incident solar radiation which enters a bulldirg as heat. 1-is based on the sum of the solar energy transmittance+the inwardly flowing fraction of absorbed solar energy on all litas of the glazing. Dimensioi:ess and varying between 0 and 1, the smaller the number,the better the glazing is at preventing solar gain. Preferred over the shading coefficient since it can be used for solar incidence angles other than normal to the glass surface. Relative Heat Gain-The total amount of heat gain through a glazing system at NFRC.'ASHRAE speed summer conditions,incorporating the U-value and the Solar Heat Gain Coefficient.The conditions are 230 Btu/hr/ft2.outdoor temoerature of 89° indoor temperature of 75°F,and 7.5 mph wind. Visible Light Transmission-In the visible spectrum (380 to 720 nanometers),the percentage of I ght that is transmitted through the glass relative to the C.I.E.observer. Visible Light Reflectance-In the visible spectrum the percentage of ight that is reflected from the glass surface(s). Solar Energy Transmittance-In the solar spectrum(300 to 2500 nanometers)the percentage of iltraviolet,visible and near infrared energy that is transmitted through the glass. Solar Energy Reflectance-In the solar spectrum,the percentage of solar energy that is reflected from the glass surface(s). Benefits of EAGLE Maximizer Plus®insulating glass with argon gas filling: •Winter U-Values equivalent to quadruple glazing.(U=0.25, R=4.0) •High Visible Light Transmittance. •Low Outdoor and Indoor Visible Light Reflectance. •Reduces Relative Heat Gain. •Handles and glazes like a standard non-coated insulating glass unit. •Allows use of natural dayfighting techniques due to high visible light transmission. •Reduces Ultraviolet Light Transmission. •May not require the use of heat treated glasses to reduce the possibility of thermal breakage •Raises Comfort Levels. Energy Diagram-The energy from the sun (Short Wave Radiation)is transmitted throagh the insulating glass unit to the building's interior.After being absorbed by the carpeting,draperies,furniture,walls,etc.,the radiation oecomes long wave infrared radiation.Heat energy from lights, heating registers,office equipment,etc.,is also long wave infrared radiation.When the ong wave intrarec energy tries to escape through the glass,the coating reflects a significant amount of this energy back into the room with a-esu:tant lower wirier U-Value. Energy Diagram Winter Nighttime Performance Summer Daytime Performance g�;�•I �x eytJ C�` 41ee[Ldss 5 2 ' -n. -_. ' - - ar. 'X' X �Poo{n 0 } y Pa dcedr`a x x ds 3�t,{ wrt X t x d udb0hk vi nt " u x x r�fGai. X _ d j i n x � x �r X x x R x x w. sn lip Z,,kr yam: U-Values are calculated using a 90%argon fi I level. X 3/02 96LE indow and Door,Inc.reserves the right to change specifications without notics. Glass Performance Data Optical Properties & Performance of Insulating Glass Visile Reflectance Solar Ener Center Ralweve Visible Glees Solar Relative Inside Humidity Air Overall Light Winter Heel Heat Surface when Glens Glass Space Thickness Trans. 701n Trans. Rett.OW b-Velue Shading Gein Geln Glass Candsns. T s Thidwess Inches Inches % % % SturhrMt2/F° Coefficient Coefficient Btu/nrR12 Tem °F A ears Clear 3/32' 7/18' 5B" 83 15 15 78 13 0.50 0.91. 0.79 191 45 40 Clear tre' 318" 5'B' 82 15 15 73 13 0.51 0.90 0.77 187 44 39 Ctear 118" 1/2" 3/4' 82 15 15 73 13 0.49 0.90 077 187 45 41 Clear I 5/32' 7/16" 3W 82 15 15 69 12 0.50 0.87 0.75 181 45 41 Clear 3/16" 318" 3/4' 81 15 15 67 12 0.51 0.85 0.73 178 45 40 Clear 1/4" 1/4" 3/4' 80 14 14 62 11 0.56 0.82 0.71 173 42 37 Clear 1/8" 314" 1" 82 15 15 67 12 0.49 0.90 0.P 187 45 41 Clear 5/32' 11/16" V. 82 14 14 64 H 0.49 0.87 0.75 181 46 41 Clear 3116' 5/8" 1' 81 15 15 67 12 0.49 0.85 0.73 178 46 42 Clear 1/4" 12' 11 60 14 1 14 62 11 0.48 0.82 0.71 172 46 42 Max.Plus 3132 7/16' 5W 73 11 12 39 37 0.24 BAB 0.41 99 58 64 Max.Plus VB" 318" SW 72 11 12 37 36 0.25 0.47 0.41 1 99 57 63 Max.Plus 1 1181 1/2" 3/4' 72 11 12 37 36 0.24 0.47 0.41 97 57 64 Max.Plus 5/32' 7116" 3/4' 72 11 12 37 38 1 0.24 0.47 0.41 98 57 64 Max.Plus 3/18" 318" 314' 71 11 12 36 32 0.25 0.46 0.40 96 57 63 Max.Plus V41 1/4" 314' 70 11 12 35 30 0.32 0.46 0.40 97 63 56 Max.Plus 118" 314" 1' 72 11 12 38 36 0.25 OA7 0.40 97 57 63 Max.Plus 5r47 11116' 1 72 11 12 37 38 0.25 0.47 0.41 98 57 63 Max.Plus 3116' s+8" 1" 71 1 11 12 36 32 0.25 0.46 0.40 95 57 64 MaxPlus114' 111 1" 70 11 12 35 30 0.24 0.45 1 0.39 94 57 64 Bronze 1/81 3/r 1 5/8" 62 10 13 56 9 0.52 074 0.63 155 44 40 Bronze VB" 12" 314" 62 10 13 56 9 0,49 0.73 0.62 153 45 41 Bronze' 5132 7/16' 3'4" 57 10 13 50 9 1 0.50 0.68 0.59 145 45 41 Bronze' 3/16' 318" 3/41 53 9 13 47 8 0.51 0.65 0.56 138 45 40 Bronza 114' 1/4" 3/41 49 9 13 42 8 0.56 0.80 0.52 130 42 36 Bronze 1/81 314' 11 62 10 13 56 9 0.49 0.72 0.62 153 45 41 Bronze' 5132' 11116" 1" 57 10 13 50 9 0.49 0.68 0.59 144 46 41 Branze' 3/16' SB" 1" 53 1 9 1 13 47 8 0.49 0.64 0.55 136 46 42 Bronze 1/4" 1;7 1" 49 1 9 1 13 42 8 0.49 0.60 1 0.51 127 46 42 Brz/Mas Plus 1/8' 3/8" sm" 63 9 10 28 24 025 0.45 0.39 94 57 63 Brr/Max. Plus 1/8' 117 3141 53 9 10 28 24 0.24 OAS 0.38 93 57 64 BrVMax. Plus' 5132 7/16' 314" 50 9 10 26 21 024 0.42 0.36 87 57 64 Brz/Max. Plus' 3/161 316" 314" 46 8 /0 24 19 0.25 0.40 0.34 84 57 53 Brz/Mm. Plus 1/4" 1/4" 3/4" 42 8 10 21 16 0.32 0.38 0.32 60 53 55 Brz/Max. Plus 1/8" 31" V 53 9 10 28 24 0.25 0.45 0.38 92 57 63 BrVMax. Plus' 5132' 11/16' 1' 50 9 10 26 22 0.25 0.42 0.36 86 67 63 Brz/Max. Plus' 3/16' 5R" 11 46 8 10 24 19 025 0.40 0.34 82 5] fi4 BNMex. Plus 1/4' 12" 1' 42 8 10 21 16 0.24 0.36 0.31 76 57 6d Note: Calculated using LBL Window 4.1 computer program. 'Estimated values for optical properties. Maximizer Plus®is EAGLE terminology for"Low-E"Insulating glass. All Maximizer Plus®insulating glass is filled with Argon Gas. Inside Glass Temp.=Temperatures shown reflect those In the center portion of the unit.Depending on framing system,temperatures at periphery of the unit may be lower. %Relative Humidity is based on standard winter ASHRAE conditions 70°indoor temperature,15 mph wind and a solar intensity of 0 Btu/hr/h2. It is the maximum indoor relative humidity before condensation starts to appear,based on center glass temperature. A 3/02 EAGLE Window and Door,Inc.reserves the right t0 change specifications without notice. Glass Performance Data Energy Savings The following chart shows the annual energy savings in dollars using EAGLE Clear or Maximizer Plus3 Insulating Glass. The analysis is based on the Department of Energy (DOE) Energy Use Computer Program and shows that EAGLE window and door products are beneficial in reducing yearly energy costs compared with clear single pane, aluminum windows and doors.As the table Illustrates, energy savings result in both cold and mild climates. Annual Energy Savings when using EAGLE Windows in place of aluminum windows with single pane clear glass. 2-Pane Clear -AGLE Maximizer Plus with Cities Insulating Glass Argon Gas Filling cool Heat Total Cool Heat Total Atlanta,Georgia $72.00 $102.00 $174.00 $156.0 $108.00 $264.00 Boston,Massachusetts $30.00 $213.00 $243.00 $66.00 $225.00 $291.00 Denver,Colorado $57.00 $234.00 $291.00 $114.0 $186.00 $300.00 Lake Charles,Louisiana $114.00 $63.00 $177.00 $234.00 $66.00 $300.00 Madison,Wisconsin $42.00 $240.00 $284.00 $87.00 $264.00 $356.00 Miami,Florida $165.00 $6.00 $171.00 $327.00 $9.00 $336.00 Phoenix,Arizona $258.00 $45.00 $303.00 $447.00 $51.00 $498.00 I Seattle,Washington $18.00 $177.00 $195.00 $33.00 $198.00 $231.00 Washington,D.C. $60.00 $159.00 $219.00 $126.00 $168.00 $294.00 Los Angeles,California $87.00 $93.00 $180.00 $162.00 $105.00 $267.00 Notes: 1. Analysis Is based on DOE-2.1E Building Energy Use Computer Program. 2 300 square feet of window area(75 square feet on each elevation). 3. Analysis assumes a ranch style house with slab floor,frame wall and average efficiency on central air conditioner and gas furnace,with an average internal load. 4. Overall window performance calculated using LBL Window 4A with residential size wood frame window,aluminum spacer,3.0 mm glass,.50"gap width. 5. Natural Gas Heat at$.641/them. 6. Electric cost at$0.095/kwh. 7. Analysis based on indoor baseline temperature conditions of-winter 7W F-summer 78°F. 8. For glass comparison purposes,the air infilaatien is assumed to be zero. 9. No external or intemal shading is assumed. 10. Savings are approximate and can be affected by individual life styles. A 3102 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. Glass Performance Data Physical Properties & Availability of Insulating Glass Physical Properties of EAGLE Insulating Glass Glass Approximate Overall Length and Maximum Thickness Weight#/Ft. Thickness Width Size Sq.Ft. `Sightlines Tolerance Tolerance 3/32"-3/32" 2A ±1/32" t1/16" 10 3/8"±1/16" 2.2 mm-2.2 mm 1/8"-1/8" 3.0 mm-3.Omm 3.2 ±1/32" ±1/16" 15 3/8"±1/16" 5/32"-5/32" 4.2 ±1/32" ±1/16" 24 1/2"±1/16" 4.0 mm-4.0mm 3/16"-3/16" 5.0 mm-5.0 mm 5.0 ±1/32" ±1/16" 33 1/2"±1/16" 1/4"-1/4" 6.5 ±1/32" ±1/16" 40 1/2"±1/16" 6.0 mm-6-0 mm Note: Maximum size based on meeting typical windload and thermal stress conditions. 'Sightline tolerances may vary for Insulating glass units with acute angles. Product Availability —The following products are available from EAGLE. Glass Products Thickness Annealed Heat Tempered Strengthened Clear or EAGLE Maximizer Plus 3/32-3/32 x x n/a 2.2-2.2 mm Clear or EAGLE Maximizer Plus 1/8-1/8 x x x 3.0-3.0 mm Clear or EAGLE Maximizer Plus 5132-5/32 x x x 4.0-4.0 mm Clear or EAGLE Maximizer Plus 3/16-3116 z x 5.0-5.0 mm Clear or EAGLE Maximizer Plus 1/4-1/4 x x x 6.0-6.0 mm Note: 1.Heat strengthened glass can be supplied with one or both lites heat strengthened. 2.Tempered glass only to be supplied to meet safety glazing requirements or where it is required to meet building codes. I xiii 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. EAGLE Window & Door WDMA Window Performance Data Certification EAGLE AAMA/NWWDA WDMA and Compliance Call 101/I.S.2-97 Performance Testing Hallmark Clad Products Size Rating Air Water Structural Certified All EAGLE windows Casement-Fixed 3050 F-C45 36 x 60' P @ 6.24 DP80 DP47 X comply with Casement-Fixed" 6060 F-C45 72 x 72 P @ 6.24 DP80 DP47 X AAMA/NWWDA Industry Standards I.S.2-97. Casement-Fixed 2860 F-C45 32 x 72)* P @ 6.24 DP80 DP47 X Casement-Vent 2660 C-C45 30 x 72 P @ 6.24 DP47 DP47 X ' Unit smaller than Casement-Vent 2856 C-050 32 x 68 P @ 6.24 DP60 DP47 X "Gateway"test size. Casement-Vent 3050 C-R60 36 x 60 P @ 6.24 DP60 DP47 X Casement-Vent" 3050 C-R60 36 x 60 P @ 6.24 DP60 DP60 X " Must ordered as Casement-Vent w/piano hinge— 3060 ria P @ 6.24 DP60 DP60 __ ahigh-p high-performance option—Requires Awning-Vent 4040 AP-C45 48 x 48 P @ 6.24 DP67 DP47 X change in glass Double-Hun -Fixed 5066 F-C40 60 x 78 P @ 6.24 DP40 DP4C X thickness. Double-Hung Vent 3866 H-LC40 44 x 78 P @ 6.24 DP40 DP4C X Double-Hung Vent 3060 H-LC45 36 x 72)* P @ 6.24 DP47 DP47 X Must be ordered as Double-Hung Vent 3470 H-LC40 40 X 84 F @ 6.24 DP40 DP40 X a high-performance Radius Single-Hung-Vent 3866 H-LC40 44 x 78 F @ 6.24 DP40 DP40 X option—Requires Monumental Single-Hung-Vent 5090 H-C30 60 x 108 F @ 1.57 DP30 DP30 Structural Clips. Monumental Sln le-Hun -Vent 40100 H-C30 48 x 120 P @ 1.57 DP30 DP30 — Slide-By Vent 6050 HS-C30 72 x 60 P @ 1.57 DP30 DP30 k Auxiliary-Fixed 5080 F-C45 60 x 96 P @ 6.24 DP80 DP47 X Auxiliary-Fixed" 5080 F-C75 60 x 95 P @ 6.244 DP80 DP75 X V! 41 EAGLE iA - P PM,j t" �:, t� .,� }G .el n , 9 .+ I , �0 '116297 �kn i I�erformanceTeatirl�i �lajl�hrI( tl�t'4'•°- .Wbod:ProtlUcts,ci`I +. . �iS¢e zAatln ' r' .r Al �Water ;4StructLral C. rt floc` +.: Casement-Flxe 1'3060 F-F'j�451365''60N P @ 6 24''" 9 Pte�*�?Q6jl &'SQ4asp a,>�+ r�� t ` Ddu le=r-:uri" Fzea:` 4" "1'5056 �P=���0 60x78);1'. P�@62 !:'' rDP4Oj1=-'iD ) V .'t�': Aja si'.'"Dbub e-Wuri H1Q4D)(4,4 x�78Fi P@6)24, DPAD •IrDP$0' ,;`„ Douole',Hun Vent'i i, r " -i3a66�tH-LGGOt44:x -78's PC1a, 824; QF1 S116e B Vent i"ry,R ' r "_`60501!, `HS C,3072 x 60)^,r P t�i'6'24:F. r;bFy3511Y ^i DP37 `,' a,;,w i,✓ ' Auxlliar Flxeir 15(790, F C46 60 x 96t,..1 PRP30r, 9P47 u +a AUildr, WDMA ratings for windows and doors are tested under the"Design Pressure Ratings"system.Wind7ws and Doors are rated using the design pressures(DP),with base performance levels of 15,20,25,30,35 and 40.Optional design pressure levels of 45,50, 55,60,65, 70, 75 and 80 are also used. Design Pressure requirements are a minimum and do not prevent you from choosing a higher''evel of performance in one of the other parameters.The testing criteria described below Is Intended to be a brief description of the three main test criteria. Units that comply with the I.S.2-97 specification are required to pass additional test criteria depending on the type of unit. Testing Criteria: Air Infiltration Test: With the unit closed and locked,it should be subjected to an air infiltration test in accordance with ASTM E 2E3. Products shall be rated on a pass/fail basis in according to the performance levels stipulated in table 2.1 of AAMAMW WDA 101 I.S.2-97. Water Resistance Test: With the unit closed and locked,units shall be subjected to a water resistance test in accordance wish ASTM E 547.Units shall be tested for four cycles,each cycle consisting of five minutes with pressure applied,and one minute with pressure released during which the water spray is continuously applied.HC windows and doors shall be tested for water resistance in accordance with both ASTM E 547(four cycles)and ASTM E 331.AW windows and doors shall be tested for water resistance in accordance with ASTM E 331.There shat be no leakage as defined in the appropriate test method at the specified test pressure. Uniform Structural Load Test: A minimum uniform structural test pressure as specified shall be applied to the unit in both the posit ve and negative direction.Each maximum pressure shall be stabilized and maintained for a period of 10 seconds.Tests shall be conducted in acoordan,e with ASTM E 330.The unit shall be evaluated after each load and there shall be no glass breakage, permanent damage to fasteners,hardware parts,support arms or actuating mechanisms or any other damage which causes the window or door to be Inoperable.There shall be no permanent damage to any main frame, sash or panel member in excess of 0.4%of its span for R,LC,C and HC class products or 0.2%of its span'or AW class products.All AW class products and HC hung windows are also subject to the Uniform Load Defiection Test. xiv 3/02 EAGLE Window and Door,Inc.reserves the right to change specifications w thout notice. EAGLE Window & Door WDMA Door Performance Data EAGLE AAMA/NWWDA WDMA Call 101/I.S.2-97 Performance Testing Hallmark Clad Products Size Rating Air F Water Structural Certified Sliding Patio Door-Vent 8080 SGD-LC25 96 x 97 P @ 6.24 DP50 DP25 X Bi-Parting Sliding Patio Door 16080 SGD-LC25(192 x 97) P @ 6.24 DP30 DP25 X French Sliding Door-Vent 8080 SGD-C35(96 x 97) P @ 6.24 DP50 DP35 X French Sliding Door-Vent 6080 SGD-R47 72 x 97 P @ 6.24 DP47 DP47 X Inswing French Door-Single 3080 HGD-LC45(36 x 96) P @ 6.24 DP40 DP45 ----- Inswing French Door-Double 6080 HGD-R15(72 x 96) P @ 6.24 DP15 DP35 ----- Outwing French Door-Sidelite 3D80 HGD-LC8D(36 x 95) P @ 6.24 DP80 DP80 X Outswing French Door-Single 3080 HGD-LC50(36 x 95) P @ 6.24 DP50 DP60 --- Outswing French Door-Single* 3080 HGD-LC60 36 x 95) P @ 6.24 DP60 DP60 X Outswing French Door- Double 6080 HGD-LC45(72 x 95) P @ 6.24 DP50 DP47 ----- Outswing French Door- Double' 6080 HGD-LC60 72 x 95) P @ 6.24 DP60 DP60 X �' n s it r Lp i P A9 nN P Ys �i n ' o-a TT s i . .,rWdP dPrRj uc 3 uye� ,�, I, Sid, .'+i .. p ,I'�rl aSi"�4c`+"td(•al?a YOer6tj' jenbj} 'IT'•��jPis�'1"'"$ T1of♦1�Qo. _;.In .k .. , .�: " . '_ � �: . , � e ��` . a760a!' �; � 'tfis :'.•�5r nth'"t�o'�'��ID�ll�ie�` Bd�6 ! �°r � �e7: �"ad ,.yw a g4Ao .,"sld�ta'"� w. 6 ts._I1 n (r I. oRT f ,7+sab4ls.Wl�"-�F(I"enF '" Certification and Compliance All EAGLE doors comply with AAMA/NWWDA Industry Standards I.S.2-97. Requires High-Performance Sill Upgrade Tested in accordance to NWWDA I.S.8-88 Note: No ratings are available for doors with Handicap sills at this time. 000000W;tk '. .7S4 710J,20€s ,DP25„c tr?DP30. 40ip *;'D AU,"`^: Design Pressure (joso 15 20 25 30 35 40 Structural Test Pressure(psf) 22.5 30 37.5 45 52.5 60 Water Infiltration sf) 2.86 3.00 3.75 4.50 5.25 6.00 Air Infiltration at 1.57 lost(cfm/ft2) .37 .37 .25 .25 .25 .15 Operating Force(Ib) E 25 30 30 30 35 DADE COUNTY PRODUCT CONTROL APPROVED Dade County Product Control Approved Size Tested Dade Co.# Comments Design Pressure Approval Date Clad Auxiliary-rectangle and radius 8-0 x 5-0 99-0913.02 . Heat Strengthened) +60/-65 1-14-00 Clad Auxiliary-rectangle and radius 3-4 x 6-4 99-0913.02 (Annealed) +60/-65 4-19-01 Clad Casement-Vent/Fixed/Rect/Radius 3-0 x 6-0 99-0913.01 3-lock +601-65 6-02-00 Clad Casement-Vent/Fixed/Rect/Radius 3-0 x 5-0 99-0913.01 2-lock +60/-65 6-02-00 Clad Awning-Vent 4-0 x 3-0 99-0913.03 +60/-65 3-17-00 Clad French Door-Outswing Double 6-0 x 8-0 99-0913.04 +60/-56 10-12-00 Clad French Door-Outswing Double 6-0 x B-0 99-0913.04 +footbolt 1601-269 60/-65 10-12-00 Clad French Door-OutswingSingle 3-0 x 8-0 99-0913.04 +60/-65 10-12-00 Clad French Door-Outswing Sid lite 3-0 x 8-0 1 99-0913.04 +60/-65 1 10-12-00 EAGLE has subjected its units to Dade County's Impact Resistant testing and has been approved on the units noted above. For more information, contact your EAGLE Representative. xv 3102 EAGLE Window and Door,Inc.reserves the right to change specifications without notice. EAGLE Window & Door NFRC Performance Data NFRC Ratings:The NFRC rating provides a fair, NFRC Thermal Performance Tes'in ' accurate and easily understandable description of Unit"U" a window or door's thermal performance.All testing Value is done by NFRC-accredited laboratories and the with Solar Heat results aye sent to the inspection agency for Max. Gain Visible Light evaluation. Lab accreditation includes annual 'roduct Type NFRC Size Plus IG Coefficient Transmission inspections and competence testing.The value Clad Products represerts the thermal transmittance for the entire product, including the center of glass,edge of glass, I asement-Vent Res. .37 .30 .47 and frame performance data.The lower the U-value. Under 10 sq.ft. Non-res. .35 .31 .50 the less thermal transfer takes place. Casement-Vent Res. .38 .30 .47 Over 10 sq.ft. Non,res. .36 .31 .50 Casement-Fixed Res. .33 .34 .55 Notes: Under 10 sq.ft. Non-res. .32 .34 .56 Casement-Fixed Res. .34 .34 .55 'NFRC testing was performed using NRFro 100 Over 10 .k. Non-res. .33 .34 .56 Procedure for De-rhesfining Fenestration Products Res. .37 .30 .47 Thermal Properties. Awning Non-res. .35 .32 .50 Residential sizes indicate average smaller-sized Double-Hung Res. .34 .31 .49 products. Under 10 sq.ft. Non-res. .32 .32 .52 Non-residential sizes Indicate average larger-sized Monumental Single-Hung Res. .35 .31 .49 products. Over 10 sq.ft. Non-res. .33 .32 .52 Double-Hung Res. .33 .32 ,52 All unit U-values are based off units using Low-E Fixed Non-res. .31 .32 .53 (-041)argon fillet with no muntins or MDL bars. Res. .36 .31 .50 Improved performance enhancements are available Slide-By Non-res. .34 .32 .53 on selected products.Contact you EAGLE Res. .29 .36 .61 Representative for more information. Circle-Top Non-res. .28 .35 .60 Direct Set Res. .29 .36 .61 For more irformation about the NERC,you can write AuxiliaryFrame Non-res. .28 .35 .60 to them at:NFRC,962 Wayne Avenue, Suite 750, Res. .33 .34 .56 Silver Sprirgs,MD 20910,or call(301)589-NFRC. Sliding Patio Door Non-res. .32 .34 .55 French Sliding Res. .33 .30 .47 Door Non-res. .33 .30 .46 Inswing French Res. .33 26 .40 Door Non-res. .33 .26 .41 Outswing French .Res. .38 .27 .41 Door Non-res. .38 - .27 .42 4 Re_. 3D 5 s , 'gMINE" �. 491pg at e a; 5 ry 324 r . ,4 sRe xvi 3/p2 EAGLE Wndow and Door,Inc.reserves the right to change specifications without notice. EAGLE Window & Door 20/10 Limited Warranty l INSULATED GLASS EAGLE WINDOW&DOOR, INC.,as manufacturer,warrants all insulated glass(including Decorelle 100 and 150) ONdelivered to the original consumer by EAGLE WINDOW& DOOR,INC.,or its authorized dealers against,(1)failure of the air seal for a twenty(20)year period from the date of manufacture—decorative glass(Decorelle 250—700)for ten(10)years from date of manufacture, (2)this failure due to stress crack or thermal shock cracking for a period of two(2)years from date of manufacture.This Warranty does not include cracked or broken glass or damage to the product resulting from accident,abusive handling or misuse,nor does it include glass panes broken from the exterior. Films,coatings or other appliances applied to the glass on EAGLE products will immediately void the Warranty.Should there be such failure of the air seal within the Limited Warranty period, EAGLE WINDOW&DOOR, INC.,shall provide either a replacement piece of insulated glass or a sash glazed with insulated glass,at their discretion,delivered to the original point of purchase.The consumer will be responsible for installation andreplacement of the glass. EAGLE WINDOW& DOOR, INC.,will not be responsible for repainting,refinishing,or similar activities involved in the installation and replacement of glass. _ WOOD ITEMS EAGLE WINDOW& DOOR, INC.,warrants to the original consumer the quality of workmanship and materials of wood Items to be free from defects which might render the product unserviceable.We suggest inspection of all products upon arrival and before installation and finishing. Texture and color variations do not constitute defects in wood Items.To comply with this Limited Warranty,it is the consumer's responsibility to properly care for and protect all wood items against moisture,excessive dryness,etc.,and to see that all surfaces,interior and exterior,top and bottom of wood items,are thoroughly painted,varnished,or sealed immediately by accepted field finishing standards. EAGLE WINDOW&DOOR, INC.,will,without charge,replace or repair any products which may be defective and will do so in the same state as originally furnished.The company will not accept responsibility for repainting, refinishing,or any other necessary work to complete the replacement or repair of the product. We do ask for prompt and Immediate notification of any items deemed unsatisfactory. Under no circumstances will EAGLE WINDOW& DOOR,INC.,warrant the wood items of the product beyond a ten(10)year period which commences from the date of manufacture. EAGLE WINDOW& DOOR, INC.,may defer remedying any Wood Defect for a period of one(1)full year from date of the company's receipt of claim.This one(1)year grace period may be used because window and door products quite often stabilize themselves and return to their original plane as they adjust to various conditions. HARDWARE,WEATHER-STRIPPING,SCREENS,ETC. These products are generally manufactured by others and provided to us as raw products to incorporate into our product.We will;however, provide a Limited Warranty to the original consumer against defects for a ten(10)year period from the date of manufacture(except polished brass finished hardware).Within that time period we will provide replacement hardware,weather-stripping,blinds and screens at no cost to the original consumer.The company will not,however,be responsible for installation or any refinishing work associated with replacement of the items deemed defective. Dealers should note the company will invoice at regular price for replacement material,and in turn issue credit when defective material has been returned for inspection and approval.Weathering of hardware finishes may vary and is not considered a defect.Note:Screens are designated for insect control and not for restraining consumers from potential falls from windows or doors. EXTERIOR PAINTED ALUMINUM SURFACES Subject to the conditions described below,EAGLE WINDOW& DOOR,INC.,shall warrant the paint performance on its aluminum cladding for its standard colors for a period of twenty(20)years from the date of manufacture to the original consumer.Custom colors will be warranted for paint performance for a period of twenty(20)years(only if finishes are Vitrasil or Kynar)from the date of manufacture to the original consumer. Within these time periods EAGLE WINDOW&DOOR,INC.,warrants that the film will not crack,check,peel,flake,blister,or lose adhesion when exposed to normal atmospheric conditions.The paint performance will vary based on installation in heavy salt spray environments,elevation, orientation,altitude,and other atmospheric conditions.Normal,regular maintenance of the product is recommended to maintain the appearance and extend the finish life on clad units. Units subject to the detrimental effects of air pollutants or chemical or caustic washes will not be covered by the terms of this Warranty. In the event that a paint failure should occur,EAGLE WINDOW& DOOR, INC.,reserves the right to determine the best method for taking corrective action. STRUCTURAL PERFORMANCE EAGLE WINDOW& DOOR,INC.,warrants its extruded aluminum cladding for the life of the product,when properly installed in its intended usage and under normal conditions to maintain its structural performance,shape,and profile. DEFECTS NOT COVERED BY WARRANTIES These Warranties do not cover the following defects: 1.With respect to any Wood Defect, a)texture and color variations b)warping unless the"warp"exceeds 1/4"in the plane of an EAGLE window or door itself and not the relation of an EAGLE window or door to the frame or jamb in which it is hung.The term,"warp,"means the amount of bow,cup or twist in the window or door panel. When measuring the amount of warp present in an EAGLE window or door panel,place a straight edge,taut wire or string on the suspected concave face of the EAGLE window or door.This action can be performed at any angle(horizontally,vertically or diagonally) while the EAGLE window or door is in its installed position.The measurement of bow,cup or twist must be made at the point of maximum distance between the bottom of the straight edge,taut wire or string and the face of the window or door. xvii 3/Dp EAGLE Window and Door,Inc.reserves the right to change specifications without notice. EAGLE Window & Door 20/10 Limited Warranty 2.With respect to any Air Seal Defect of Products of Others,any cracking or other breaking of glass occurring after the purchase. 3.Any defect not primarily and directly caused by the company's design or manufacture,such as defect due to: a) Normal weathering. b) Faulty or improper installation,other installation in non-conformity with industry standards or use of frame,jamb or accessories,which do not properly receive or secure the EAGLE window or door. c) Deterioration,movement or casualty in frame,jamb,wall or buildirg,upon which the EAGLE window or door has been installed. d)Catastrophic weather or act of God, including fire,wind or wind-borne object. e)Vandalism;misuse;physical abuse;intentional act;unreasonable use;accident;negligence(other than negligence in the company's designing or manufacturing of EAGLE windows and doors);atmospheric pollution;acid rain;harmful chemicals;fumes or cleaning compounds;or faulty or improper,or failure to provide reasonable and necessary, maintenance and care against moisture,excessive dryness and other abnormal exposure(including failure to assure that all surfaces,interior and exterior,top and bottom are thoroughly painted,varnished or sealed by accepted field finishing standards i. f)Glass pane breakage from the exterior of the Insulating glass unit, (i.e.,golf balls,birds,etc.). 4.With respect to auxiliary/direct set frame windows and products manwactured by distributors and dealers from components supplied by EAGLE Window and Door, Inc.,EAGLE Window and Door,Inc.,warrants to the original consumer the materials manufactured by EAGLE Window and Door, Inc., Dubuque,Iowa only.Additional glass,window components,and products sold by EAGLE distributors or dealers(not manufactured by EAGLE Window and Door, Inc.),are not covered under this Warranty. LIMITATION OF LIABILITIES These Warranties are the only express warranties provided by the company.No employee,representative or agent of the company nor any other person has authority to assume or incur on behalf of the company and liability,obligation or responsibility in place of or In addition to these Warranties. IN NO EVENT SHALL THE DURATION OF ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE BE LONGER THAN THE APPLICABLE PERIOD UNDER THIS WARRANTY.SOME STATES DO NOT PERMIT ANY LIMITATION ON THE LENGTH OF AN IMPLIED WARRANTY,AND THEREFORE THE IMMEDIATELY PRECEDING SENTENCE MAY NOT APPLY.IN NO EVENT SHALL THE COMPANY BE LIABLE OR OBLIGATED FOR CONSEQUENTIAL,INCIDENTAL, SPECIAL, INDIRECT OR PUNITIVE DAMAGES OF ANY KIND.SOME STATES DO NOT ALLOW EXCLUSION OR LIMITATION OF INCIDENTAL OR CONSEQUENTIAL DAMAGES,AND THEREFORE SOME OR ALL OF THE IMMEDIATELY PRECEDING SENTENCE MAY NOT APPLY.These Warranties provide specific legal rights,and other rights,which vary from state to state,that may be available. TRANSFER OF WARRANTIES I These Warranties are not transferrable by the original purchaser. CLAIM PROCEDURE It is suggested that each EAGLE window and door be inspected upon receipt of delivery and before installation and finishing.To initiate claim action under these Warranties,the original consumer must contact: Customer Satisfaction Department EAGLE Window and Door, Inc. P.O.Box 1072 Dubuque, Iowa 52004-1072 The company must receive each claim within the applicable Warranty period and also within sixty(60)days after the date the defect is first discovered or reasonably could have been discovered.The claim must contain a brief written description of the following: 1.The original consumer's name,address and telephone number. 2.Description of EAGLE window or door involved in claim. 3.Proof of date of purchase(invoice). 4.Name of dealer from which the EAGLE window or door was purchased(if known). 5.Nature of defect and any further pertinent Information. Subject to the third paragraph under the heading,"Wood Items,"the company will reply within a reasonable period of time after receipt of the claim. For a claim to be honored,the consumer must also provide to the company other information and evidence reasonably required by the company and,if requested,must permit the company's inspection of the EAGLE window or door within a reasonable period of time after the claim is made.If,after investigation,the company determines that the claim is valid,the remedy will be in accordance with the terms and conditions of these Warranties. The company reserves the right to perform all Warranty work or arrange for another party to perform the Warranty work. The"original consumer"as stated throughout this Warranty is considered the party that owns or is the permanent resident of the building. This does not Include builders unless they occupy the residence for more than one year. The applicable Warranty period will be extended by the period of perfo-mance of any Warranty work,but thereafter the remaining original Warranty period will continue in effect and be applicable to the Warranty work performed under the terms and conditions of these Warranties.The company reserves the right to discontinue or modify part or all of any cf its EAGLE windows or doors. If an EAGLE window or door the same as the EAGLE window or door or any part covered by these Warranties is not available at the time of repair or replacement,the company reserves the right to substitute a similar EAGLE window or door or part selected by the company of equivalent value or to refund the original purchase price of the defective EAGLE window or door. XVIII 3/02 GIF Window and Door,Inc.reserves the right to change specifications without notice. Pavillion - Interlock Concrete Products, Inc. Page 1 of 1 WI Dv�� {9liGN C"EC5 s � `t � •dam s::•. i " • ioil �, Home Planters Crocus 1 Hexagon Oxford Pavi//ion Rectangle Round Square-Stackable Tapered GFRC Furnishings Precast Furnishings Planters 37" PI Benches - t � Containers CE 21" Tables Bollards " Accessories Colors FAQ Specification Guides Pavers Retaining Walls Dynasty Collection DuraStone Series StairStackers Bullet Edgers Skate Concept Security Barriers Northland Stone Colors Design Installation FAQ Software Specification Guides Request Catalog Company Info Contact Info ©1999-2004 Interlock Concrete Products,Inc. I Legal http://www.interlock-concrete.com/precast/pavillion.php 12/12/2004 FFI cc C) J) -i Res, I .. o CD a ,. < TF1 No Q i O � ��.. 7 r. o- Martins PROPOSED CONDOMINIUMS for: _ s a DERBY STREET ELEVATION r� £ Des,,,,f,,,,,,C,,,O 289 DERBY STREET N z ROO IF I e I, ene SALEM,MASSACHUSETTS ars occeraew u,xow • ^ 3 TANNERS. MA ISO SYLVAN STREET T $ 9084 we xenw: T9]8—]]A: 01923 W wxx.inzrvi�npmi¢mn II �- is AWWW A -- El E I �4 AV ® — jl - II �I X11 Martins PROPOSED C DOMINIUMS'or: DERBY SiAEET ELEVATION (p2 289 DERBY STREET p7QYs [� z N.al f:ea.o..aaon,me SALEM,MASSACHUSETTS 3 ISO SYLVAN STREET phm- wxR.S.3W1 R DAN VERs. HA 01925 W T: 978-777-9084 x w•o+avumm Wo w CD I I r+ ILL Q _ rt 'I = pp pIIpory ril Eli s; c' . - -r J.: 1 PROPOSED CONDOMINIUMS for: emsioas: Martins DERBY STREET ELEVATION [�$ 289 DERBY STREET 'S z 0.ui[ssu.n...loom.ei SALEM,MASSACHUSETTS 3 130 SYLVAN STREET IXe.m T: Lew E JIII 1� l & Tp 978 X777 9084 l\� Flee N.me: w»rw,vmmn,ss:sm� a 8 ' s= HWH ° W 7-1 N W 0 0 0 o Sok Derby Street (North) Elevation ° a a 0 co w CL (A FOP pan n o NW,E 02 P MpF� Orpwlrq Numbv 0 —— ———---— ---------- ---- ___---------;--- did a i a UNIT P3 Open to Plaza Below i 11RSF Z UNIT P4 F` 119p$F UR I I W m I o ,'xedz 100'-0" FT Setback 50'-0"WDUZ Setback UNIT P2 11555 F UNIT P5 1x2SF I I I I I JNIT FI L— RrvATf oe=K I .. r 0 UNIT P1 W LOMMONARE4 CK 2 U) (q I Z V}' J UNIT P6 a asF � W y oN i i 0 W iCL I I rn y Lot 10U ar -----.._.—_—. .---.---._.—---. _—_ _.—. - -_.—.—_—---_—.—.— — —.-----_— _—._. __.—.—.—_--- ..—._.____ � o NZPs e MO r3 Urawirg Number Sixth Floor Plan 8,893 S.F. A 1/8" = 1'-011 L , 0 --- ------ - --- - ---- PEplpooux e+M"x PNx ®PG2M2 �..v M I.FDRNOM PEOROOM I El WIC P C BW.0 RIfCMEX e wc.N LM,491NING q�q TM I pS ® I S UNIT 505 � flW SF UNIT5O6 MEC" 'aRx § „B]S F ILgCH. fEOROOMx MELH. I. W yg [b R♦mx Irm !EPPo"ux �CIQN I �NNG I UNIT 504 wo LNNO!IIXNG IU76 F aALG UNIT 507 IJ SF LMaGN�MING ©,I PAM M BSViOOM {MNpgIWIN4 �c I G M B:OROOM I UNIT 503. UNI�85 02 I MBEIXtOOM WIC O ® ® IXHCI£x 1i556.f eEOPOOMx Ic0 P MECM � •. ♦ ^ P47n3 i O WEc 8 WN tit" Ui ' NILIELI �xoGMx W IVTPEN WIC 0 YECN WI.C. I 1LrL WRRIW 0 MEcn I ZZ co j UNIT 508 I O Wm M PEowoou rmv = Ruc inQIN`i� IYsse � U III i O V I UNIT5O1 a W iMP DPWM M BERROOM IMS F I PE OM O � 0 M B♦iM � FOPOOM x LM`GIdNINO �'c I ��♦ 0 zoP� �Qh 6 n • yO —._—.—._.—._ —.——.— ——.— . Nwn . F� z tea.. o ^oti; p2vnfp Nur„Ub Fifth Floor Pla 12,082 S.F. 1/8"= T-0" 0 o s I ga I "~ I I I I P : I P I I I :4 I I I P I I m N I c I I T I Z4 p YYYE ------ -- I I I I I I I I I I I I I f I I I I I I I I I o I I I I I I I I i I i I i I i I i I I I ----- - ----- ---- -- --------- -- PROPCSEO CONDOMINIUMS for: Martins [T-'I°rRPAtTnI ilOOft P AN [ oUI,,,.E<t...ugC. 289 DERBY STREET 0.l Z n.MA 01923 SALEM,MASSACHUSETTS 3 130 SVIVnM "TN EET = O[¢MBFn�s�lGo. W T: 9785. MA 9084 T: 9]8-]]]- . W.wxx.mcuEmm�mm vim,.. . -- — — _-----_------------------ ---- — r j BEI E.TN] Y.BEmmY 4 wCP�Y ❑ 4 I I I IgiCXEN 0 0 w WINI9I.IN4 I I O IWNA9IYMY `� I I �TM!I I� UNIT 205 I c UNIT 200 .�cN E TNPz InESF Ixnes.F I I I 4E I I I I Wit I I I m a s I3MI I I ChX UNIT 204 e 1 SF q WIIIWNIIIW 1 o P.m,x 4PEOPECM I � I wlxsmxlxE N e vPOE4 UNIT203 UNIT MxESF j 14 � ® gY'MEN 12029E EECP0.W] I EEEPEEN w,E I I IYLIN, y bttllI j .YCInMC nE_V �q j j I e W U UJ YJMNE Yury W'C N YECM EL 0 WLC I I LL 1 u I j oo } w MEN oWIN Em M = Nullc U IT 20 Wit. I U L�Y Q z SF ' MECM WIC O I NENEN I I I W W N IWN LOPHY ® MECM. • U Q S m T I I O00 UNIT201 j a N w ®TM �a wPs.F N BnFL0.NM �?� I �wtt„P •••• MMTI ® ONCOMS o..w I Y i WIC. X O 6 I I WAGE TPM G FOPS Nan m I � >N IE a f c h6F; OmwlnO Num[a Sec d Floor PIa 12,457 S.F. 1/8" 1'-0" 0 _ --- ------------T -------- -- - -- ----- — ---------- - I I I I I I I I s I I I Com ercial I I I 0 I I I 5 57 I 1 Upper Garage i I I I 56 I Comm rcial I I W 1 � 1 55 Facilities f public acwmodation I I I CO K I I °o } „ I I z1 I om = I I Nwy 0 � a m w I Bldg.Svc. I a N N 1 Lobby Utll. I IrA E I I I Nms i�l'1 ioP •~ _ NC ny I W,-- —— ------- -- ----- --- ———— ----- ---------� ------ ----------J a= I s roc} ptwY,p NU Tbb First Floor Plan 7,060 S.F. 118"= 1'-0" 0 __ ---------- .----- — —.--------- I I I Utilities Storage i 0 o I 2 I j 14 13 F1 12 11 0 0 3 j s I to o v Ndbz 32 5 20 19 18 1 16 j I 34 0 31 8 27 26 25 24 23 22 21 7 35 I w w 36 I ^ w 9 I ? � > w 10 I 0 38 I ILI I w o Lobby U I p o w 41 42 43 4 4.5 46 47 48 49 39 40 � a N y elev.equip. pP„e I oP 41-4 '�np J ZPT a �OI-3 R Garage Level Plan 21,571 S.F.118"= 1'-0" 4-- O O ry U ,.4/EE ..8/(6 y l w T 1] ODN O N �N` V N L C O ° O LL N U LO `O U U 77 l N O O U O N 1LO \ „Z/L9 ,•8/SE „blElL N N r ii5 lZ O I r L O O LL r, C L \ O \ r� U „v/e5 „e/�E vnOl „vnOl A . m v 7 (1 m � I i G. v � � o I 0 i � r r N � 11?�µy ns PROP09ED CONcommiums for: lYl til 289 DERBY STREET 71 - -------gip "I N 0 is N 0 3 [1 0 1 l •1 S o l C3 O � OCn I lit J 4 o ti -� C C U7 r t Ls. srn �J v a° W W j Q m rm o a - r s o TI -' N _ 7 CD oco ss q) 3 N o C O oao O � � i II IT r �- o o _ m m m 4 D D- O N Q N CC m co ElIPC r ;� I J I HARWALK c,_m a - -- - I � o I I I mco � W PROPOSED CONDOMINIUMS for: Martins 269 DERBY STREET = R'T =Loolx =_nN 7v.ort N�.M(K�3 1 C_biC S__3S�r�-Sg- _ —= ;u.mGciu.p.ulu iuy i 1EEINIS . aNaC bSZ .uilcn,l.un�.uEl..Q swrnNiwoalloo aasodoNd Q 0 0 phi"' E J 'o 1 z a Q IMP v i . 1 , 1 s z 1 F t 1 1( y 1 f rD 3 -- ;. a-- r N f -- m a ti rD 1 r t at Res I r=Mw 0 41 v N O O A ° Martins PROPOSED CONDOMINIUMS For: Oaaip n-Con Daval llon 289 DERBY STREET ' z Rut EstateDaralo0eael SALEM, MASSACHUSETTS 01910 • 3 130 Sylvan Slreol !( O v Danvers. MA 01923 W,_TSaVm�c]oWO < -`- -110ir n t3 N3ti] C1 y 3 03 CD r jo� — I S Q { 1 v l..n W .. N p i u Ir c 'f 9 v O W cc) u <_. O M r S a r j a m N n 1i J D w o 0 n _ A co O (D O c rn 3 C:) CL o c 71 m r ..A II II m v_ m m V r m O r- < \ (D Q O N Q N li�Y y� 1 i fr cm - - — --� L_ I 4R Cos m W to O c 0 . p ROP08ED cONOOmmum8 fa: F'RST FLOOR PLAN I 'F �-- Martins P289 DERBY STREET 1r.wisiv r Zn- 0 3 ° Io m a °o C. I I I I I i 9 I < I I f" C) I A�n 1. I I I i 1 I I N. K IX x ET 0 Y CD Y 1 <.n —�— I HAR RWALK Martins PROPOSED CONDOMINIUMS fon ...:......:..�. 28°I DERBY STREET ''N C,r,N hb]Onp. S.\_��. P'-SS= IjJ Jyl.• Ls: T)v.on MA II WVR�lipr,Tm�-". 3'-0" 101/a" 10 3na° 53K' 5na„ n � O n CD N N ' I O O I 2'-5" N 1/2" 1131" 3s/a^ svT svr cn N O O A � n 0) n O (n n3 r cn (D O 0' O O //Nn� lG N 00 co0 (D O' (n _ 2'_05/8" .may (D \\ (D_ 97/8" 33/4" 55/8" 5518" C) O �(D Vz/ O O h i w W N w W Cil ? DD n o o < 6co0 CDd I w I I I � s i j 0 co 'p A N N y -4 § _ ao w w cn'n � II N � WLj Qo I I n W N f 4 Do co o o I+� 7aT-47 O U7 w N E n I i I Martins PROPOSED CONDOMINIUMS for: DERBY STREET PARgNG PIAN g o..h.•a•.:nai.• 289 DERBY STREET (, �� i t1l IlitLel .SII lil LLSLLLIjf.LLe oe.ei...eu SALEM,MASSACHUSETTS :so snvnn sTReeT °fCTa415''m" O TA 978-777-9084 tnr m n... W:Wnwm•msmmparM•.mm 0 3 ; � m ; -n 4 m N Ift0- 0- o o 0- -4 V 3 O n Ocn ^. �y I I I l I I I ` � I I Martins PROPOSED CONDOMINIUMS for. DERBY STREET F1RSf FLOOR PIAN 289 DERBY STREET SYLVAN yype•1SY p( pLV oe.Sm EET SALEM,MASSACHUSETTS 13O SYLVAN STREET DArvvERS. Mn 01925 �ewnar. 1/W �J . 78-777-9064 mu A Z E I _.. — — R ! �� 3 � *� iq ❑ u I F O I m � CL I p Y f T b p E$ a F O a Z 7 o PN to g i o F Im R E I E� R Ep ggm :I l� n =L' I I w N j 3fl F I I rH I I c ' Z� F gZ I I E s O i r I i f M1 1 N F O .co o E On I O N I I II I I I I I I I j I I 11 C ! i I � Martins PROPOSED CONDOMINIUMS for �DERBY CEQMEeECT0.1SECOND FLOORPUN 289 DERBY STREET ptiFri xelanu oeeleoSel SALEM,MASSACHUSTS 130 SYLVAN STREET DANVER . MA �8- RNS W:wmw ..* . � � F i t A 0 € 4 A F Am 72. O F o s s I O F o _c J -n is z 4 E$ — F 'n I o g I c ^� I c sWol C I N I P 0 ey I € I N n 0 U) I �@ 7 S J I I I I i I I I I �I{ r� Martins PROPOSED CON DOMWIUMS for; _ - NINON% FLOOR PLAN 289 DERBY STREET gQ 130 SYLVAN oerS"EE, SALEM,MASSACHUSETTS a°' �� -] 130$YIVPX STREET � � W DANVER . MA 01925 w w T: 970-777-9084 N'°N—. W.wmr.mMbum,ry�,le... mff .......---——------------- - ------ -------------- ---------- tXx ftq�R?°V 2 ItEr 2 MD"2 M SID'..Q BEDROOM G WIC z q CHEN Of UNIT 505 dT�R 2 11985F UNIT506 I19OS.F I r MECH. MEDR..2 Oa OF MB.X IMOn2 ffi me B" WCFIEN UNIT 504 1447 S F UNIT 507 D EM,, M BEDROOM B&C UNIT 502 UNIT 503 1�19V, RECH BATR M.uco W WGRER WIC. 0 0 ME. 2 D 15 0 UNIT 508 O w1c. M Etna.. SLLC 14765.7 0 3 0 UJ w In C) 0 0 CL (3) CO UNIT 501 I CL IMSF. w1c. H Ro . M PawirlO Number Fifth Floor Pla 12,082 S.F. 118" 11-01, 0', i I I i i i i _Z i m1 r � A C i'n_Z cn a 'n § j0 I w r-0 iN 4 c -z p r a ° t m N W m g ° � f � � Iw c T O i T - - I I I F O o C m Fr m iF i i PROPOSED CONDOMINIUMSfor: xmaoxs: � MartinsOERBYSTREETPARKINGPLAN [�2 U11114-Con 8'.111., 289 DERBY STREETS z SALEM,MASSACHUSETTS wro: xcsnxa ss,xaw 130 vps. 1 A 01925 STREET DpNV01923 . T.978-7 7-9084 W:mvw CD r�F CD CD Z 0 S (D ? < N 0 j AWLLi I -� A F - lill,l _- 1 R-� a PROPOSED CONDOMINIUMS for: Marnns DERBY STREET ELEVATION y� g oeelQ' m(. rvurt!, 289 DERBY STREET € SALEM,MASSACHUSETTS a'M` L qb: DECEMBER 19.3Po� 130 SYLVAN STREET 4 DAN VERS, MA OI92$ '. LbY �a W:w w�mams 77Pava084 00 CD II iF71 - - JLLID o 1 . 0 ki 0 0 0 � f I 1- r T o I� -1 I o PROPOSED CONDOMINIUMS for: xavisiou:. � 'drtlrlS 289 DERBY STREET aa., mo DERBVSTREETELEVATON esNn [ N g O � onsite[ q E o+.+ x.oi.. SALEM,MASSACHUSETTS VAN STREET 5v4i 1� 3 ISO SYLVANU[QxBEa lS,ieM N DANVERS. 77 s-� T: 978-7]7-90849084 W.xirw.mai�npis¢.me — . — -Iwww LL rh E 71 1 - ILL . -- J I r, ii — I. ,I:, , I - L1 0 I'LL 1 . I I Martins PROPOSED CONDOMINIUMS for DERBY STREET ELEVATION 289 DERBY STREET !Q� o eslas.Con s;rvouan @8 N m v. e95 z a.a nNu n..aoem.a q 3 wn: xuraen�s,zow g] 130 SSALEM,MASSACHUSETTS YLVAN STREET _ W R DAN VERS. MA 01923 w x, T: 97B-777-9084 A wim.malWmnpaiRmn FF] Q it FT] L� Q I ' 1= 1 moll Mail INIE it 9 I!f lu !I1J „r dPROPOSED CONDOMINIUMS for: DEBSr S-MEET ELEVATION -- [ Martins 289 DERBY STREET N o<, ,e.r>ntirp<Nonz z v.n e.rv.o...momea SALEM,MASSACHUSETTS y 130$TLVAN SrREET aro: o[ccneu re,aow J DPNVERS, MA 01923 rw�a' 1-'r T: 978-777-9084 w.rmw.mem�nlav¢mn Act ng ID �. • 11. Dur • —Q1— Q2 03 04 289 Derby Street 11000 Site Demolition 10 04/01/05 04/14/05 Site Demolition 2000 Site Excavation 22 04/15/05 05/16/05 Site Excavation 3000 Building Substructure 66 05/17/05 08/17/05 1 Building Substructure 4000 Building Superstructure 93 08/18/05 12/26/05 Building Superstructure 5000 Roof Syatcm 27 12/27/05 02/01/06 Roof System 6000 Exterior Walls System 49 01/19/06 03/28/06 Exlei iu Walls System 7000 Interior Finishes 137 03/29/06 10/06/06 Interior Finishes 8000 landscaping 26 09/18/06 10/23/06 Landscaping Start date 04/01/05 Date Revision Checked Approved Finish date 10/23/06 12/14/04 Rev. 1.00 � bar Progress �Progress bar Data date 04/01/05 Martins Construction Company �Critical bar Run date 12/15/04 289 Derby Street - Summary bar Page number 1A ♦ Start milestone point ©Primavera Systems.Inc. ♦ Finish milestone point