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HomeMy WebLinkAboutVail Das Schone Filing 1 Lot 1 First Bank.PDF � � � � � �.$ �. � ..�` �'� ���; �� � �� � C� ��� ��; n � �� � �� �°=� � '� � �� .,�d � AD � ENDUM NUM � ER TFIREE � �� �� �`�� ��� �� t�y��'�, , ��, � ,��,� FIRSTBANK OF WEST VAIL � � _�� �� � � � k� � t� r � �� ��, � �y� � � Architect Pro 'ect No . 96265 .00 , ��, � � �� ��� �'� �,�'� �� ' � � � � J � � � �. � �, � � September 5 , 1997 � �� � ���`� �� ` ��`� ��� '� �� � � The following additions , deletions and clarifications are to be incorporated into the drawings and specifications for the above-referenced project, issued under the date on the specifications of June 20, 1997 . Receipt of this Addendum No . 3 is to be acknowledged in the Contractor ' s proposal . I . SPECIFIC,4TIONS Itern le SECTI � � 07411 � 11�ANUFACTURED ROO � P,4NELS In section 0741 1 /2. 2/A/ 1 /a /2, revise color to be Berridge Hartford Green . Itern 2 : SECTION 0�410 � ALUMINUM STOREFRONTS In section 08410/2 . 5/ D , revise color to be Berridge Hartford Green . Iferin 3: SECTIO (V 0�460 - AUTOMA►T! C EMTR,4PlCE DOORS In section 08460/2 .8/C/ 1 , revise color to be Berridge f� rtford Green . Itern 4: � ECTION 07600 - FL�4SHING AND SHEET fl� ETAL Add section 07600/2 . 1 / F, to read , " All exposed sheet metal flashing shall be painted to match Berridge Hartford Green . Item 5 : Re: Defcails 4 & 5/A4. 0 Delete 2- 1 /2 " tube steel canopy and 16 - 1 ' x4 ' fluorescent light fixt� res in Vestibule 100 and on the interior bank side of the automatic entry doors . Delete 2 ' -0 " wide gyp . bd . soffit and 10 ' -0 " high gyp bd . ceiling on the interior bank side of the automatic entry doors and replace with acoustic panel ceiling and 2 - 2 ' x4 ' fluorescent light fixtures . See attached Sheet A4 . 0, revised 9-5-97 . Replace sheet A4 . 0 in its entirety . Itern be Re : She�t A5 , 0 a . Revise color of prefinished aluminum parapet cap, standing seam metal roof, all exposed metai flashing and exterior light fixtures to Berridge Hartford Green . See attached Sheet A5 . 0, revised 9-5-97 . Re � lace sheet A5 .0 in its entirety . b . Delete trash enclosure on northwest corner of building . Iterr� 7: Re : Section 1 /�46 . 0 a . Delete 2- 1 /2 " tube steel canopy and 16 - 1 ' x4 ' fluorescent light fixtures in Vestibule 100 and on the interior bank side of the automatic entry doors . Delete 2 ' -0" wide gyp . bd . soffit and 10 ' -0 " high gyp bd . ceiling f� CJ �JI�lEY � . f� �Vi � � l� R ` M . � f� /at� 5 I� u � h�� v�f . �3RbVVf�d C� �OV � 1� M . R � 3Y � �� E3f� � �� PI� C� 135 �' ■ MELLON FINANCIAL CENTER 1775 SHERMAN STREET SUITE 31 00 DENVER , COLORADO 80203 - 4325 ( 303 ) 861 - 8555 FAX ( 303 ) 861 - 3027 1 stBank of West Vail Addendum Number Three September 5 , 1997 -- Page2 on the interior bank side of the automatic entry doors and replace with acoustic panel ceiling and 2 - 2 ' x4 ' fluorescent light fixtures . b . Delete aluminum storefront transom above interior pair of automafic enfry doors and replace with gyp . bd . wall to match the width of the motor housing be � ow . c . Delete all 4 " concrete and metal pan floor and roof construcfion , open web bar joists , and 6 " structural studs and replace with comparable wood systems per attached revised strucfural drawings . See atfached sheef A6 . 0 , revised 9 -5-97 . Replace sheef A6 . 0 in its entirety . IPern � o Re : Se�tion 1 /A6 . 1 Delete all 4 " concrete and metal pan floor and roof consfruction , open web bar joists , and 6 " structural studs and replace with comparable wood systems per attached revised structural drawings . See attached sheet A6 . 1 , revised 9 -5-97 . Replace sheet A6 . 1 in its entirety . 14err1 9 : Re: Section 1 � 3/A6 . 2 �a . Delete all 4 " concrete and metal pan floor and roof construction , � pen web bar joists , and 6 " structural studs ancl replace with comparable wood systems per revised attached structural drawings . b . Delete 2- 1 / 2 " tube steel canopy from str� cture above Vestibule 100 . Gyp . bd . ceiling to remain . See attached sheet A6 . 2, revised 9-5-97 . Replace sheet A6 . 2 in its entirety . Ifern l0e Re : S�ction 1 ,2 � 3/A6 . 3 a . Delete all 4 " concrete and metal pan floor and roof construction , open web bar joists , and 6 " strucfural studs and replace with comparable wood systems per attached revised structural drawings . b . Delete 2- 1 /2" fube steel canopy from structure above Vestib � le 100 . Gyp . bd . ceiling to remain . c . Delete aluminum sforefront transom above interi � r pair of automatic entry doors and replace with gyp . bd . wall to match the width of the mofor housing below . See attached sheet A6 . 3 , revised 9 -5-97 . Replace sheet A6 . 3 in ifs entirety . i � err°� 11 : Re : Shee� A7 . 0 a . Delete all metal studs , U . N . O . , and replace with comparable wood studs per attached revised structural drawings . b . Revise detail at top of parapet wall where the E . I . F . S . meets the horizontal wood blocking . Provide a 3/4 " thick horizontal layer of E . I . F . S . on the underside of the 1 - 1 / 2 " blocking overhang , resulting in a 3 " high parapet cap and a 9 " high E . I . F . S . band . See attached sheet A7 . 0, revised 9-5-97 . Replace sheet A7 .0 in its entirety . 1 stBank of West Vail Addendum Number Three September S , 1997 -- Page3 Itern 12 : Rea Sh �et A7 . 7 Delete all metal studs , U . N . O . , and replace with comparable wood studs per revised attached structural drawings . See attached sheet A7 . 1 , revised 9-5-97 . Replace sheet A7 . 1 in its entirety . It� m 13o R�: Shee$ E2 . 0 � E4 . 0 Please see the attached letter and drawing SK- 1 from R . J . McNutt & Associates dated 9 -3-97 . Iterr� 14: Ree �rawiing M - 1 For revisions to the Mechanical System , see attached drawing M- 1X1 from the Ballard Group , revised 9-5-97 . Iterrt 15 : Re; Sheet S1 . 0, S2 . 0, S3 . 0 and S4 . 0 For revisions to the structurai system , see attached letter and sheets from JVA , Inc . , revised 9-5-97 . Replace sheets S1 . 0 , S2 . 0, S3 . 0 and S4 . 0 in their entirety . END OF ADDENDUM NO . 3 Aftachments : 1 . A4 . 0 , A5 . 0 , A6 . 0, A6 . 1 , A6 . 2, A6 . 3 , A7 .0 and A7 . 1 , from Davis Partnership , revised 9-5c97 . 2 . Letter and SK- 1 from R . J . McNutt , dated 9-3-97 . 3 . Drawing M- 1 X 1 from the Ballard Group , revised 9-5-97 . 4 . Letter and Sheets Sl . 0 , S2 . 0 , S3 . 0 and S4 .0 from JVA , Inc . , dated 9-5-97 . \\davis\data \ lstbank\967_65\admin\addendum\adden-3.doc � ��OCI����, (N C. �oNt�n �. M�NuTT - P.�. E�ECT2ica� ENGiN���S Septennber 3 , 1997 Mt°e Ct°aig Dun��tr� Davis Partnership , P . C . Mellon Financial Center 1775 Sherman Street, Suite 3100 Denver, CO 80203 I2� o 1ST � ank � West i��il Project No< 9735 �lectrical AcldenciuYn #3 Dear Mr. Dunham, � The following electrical addendum #3 item needs to be issued to the Electrical Contractor. 1 . Drawing E2 . 0 : - a. Revise Lighting Vestibule 100 Area. See attached Sketch SK� l . b . Flag Notes : Delete Flag Notes 16 & 17. c . Switch Bank 'A' Detail : Delete F1ag Note 17 at S3b, Sc, and Sd . d. Switch �ank 'A' Detail : Delete switch Se and switch Sd shall be mounted at +48 " same height as S3a, S3b and Sc. 2 . Drawing E4 . 0 : a. Light Fixture Schedule : Add Light Fixture Type 'B2' same as Type B except 2- F26BX/SPX27 , 52 watt fluorescent downlight. Prescolite Catalog #CFR826UEB � 492A. b . Light Fixture Schedule Type ' G' Catalog number is CB310 �-QF . Respectfully, ° - 97351t-7 L-B1L1.� aY �.�' �Hl Enclosures : 5ketches SK- 1 . 1013 37T1.1 AVENLlE COL12T C�'IZE�LEY (97�) 3�-3093 SL11TE 200 ;��°° ` °•^ DENV�2 (303) 654-14L11 C� IZEELEY. COL02AD0 80634 ' ` E ° F� �970) 351-0903 e-mail: rjmcnutt@concentric.net J `° °� ° '` F-f. COLLINS: (970) 686-5678 , .',.if"Y' � . � � ri �. 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HUNNES DAVID M . HOUDESHELL THOMAS S. SOELL MARK C CORMIER MICHAEL R. HOPE THOMAS P. SKINNER CHARLES B . WILKERSON 1 ST �ANK Wesfi Vaii Addition � Remodel Vail , Colorado JVA Job No . 7649 Addendurr� No . 1 , Sfrucfiura � Ifems ( � September 5 , 1997 Sheef S1 . 0 , Plan & Secfions : REVISE plan and secfiions per aftached drawing S1 . 0 1� Sheet S2 . 0 , Plan & Sections : REVISE plan and sections per attached drawing 52 . 00 Sheef S3 . 0 , Pian & Sections : REVISE plan and sections per attached drawing S3 . 0� Sheet S4 . 0 , General Nofies & Sections : REVISE generai notes and sections per atfached drawing S4 . 0 1� )VA, WCORPORATED 1319 SPRUCE STREET, E30ULDER, COLORADO 80302 303 . 444 . 1951 303 . 444 . 1957 FAX 1VA, INCORPORATED 4710 SOUTH COLLEGE AVE, SUITE 112, FORT COLLWS, COLORADO 80525 970225A099 970.225.6923 FAX � e-mail: jvajva (q�aoLcom ���,k � �� 1 � 1 5 � � � n '�4 � 26 � `7 West Hoic� en Place , Denver, Colo �ada � � 0204 �°= -. 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'#"�w a � � - '. i ��,� i � � � f �����, n �, �s, ���� � s 3 ; " � �� �` ,,; � � y�.��� ```� .. .,` "�,,' '��' . . p�'��'�,s ,.: � � .� � � .—.�,_„ �� z °:�c ;' 4 (, r � " � '� �'`� z' � a' ^ � �� S �:. , .� ':��i .< Tti(.��� ' q x 3� ; Su' �. . � �, 5 ; k .� r� �� .iv ',�'Y•�`r.P'�, � tu'S kt ' 3 a x ' � �''s s� � ��� s:= �x .-�� . ��.`�� � , � x '^ JC , t � `, 3 � ` ' � s' �`�' �. �`„s ��rp+�''� °{� ,�' � � y b � T X ,M�g K J ? qd } �' p �'� s� ��F. �.' i � � �. k ) m " i { ' � � 'z g -»''" y € ` E � # k1 >"s v 2 C S � 'e t �d" � t ' . ���v� � r� 4 � ., vx � � r� �3 `z`` . V lo g. �� ✓� �` � �' � :`°�� s�'^'s�` . n � a,� , a TP° 'C�`�t ?;q� / � . E �,: 7� • � a �� x � �{s3, � ar'1 R � K� c .,, �� °V � � �� � . ���h ,��sd"� � ��$ � t�� $^F' � a. �°s�'' r i a � � � . C x` � -d. � �; a Z �: 3 - ,��^ �� s t' , ':�� '�g� � '� sr ;� ' . � �� .; ; z Y � i .-' � ' ' �� A ; m, � : �u:a � r �F e r . . ����J � � `�� �� j � Y '' y� < . £ �:�' � r S �' �� x > ' . a n ti y� f" 1 q � 91 £ � � .� � k 2'i Y t 9 ?�, -Z :i�L7rtl � ' } 9 $ "'� : P < �' i .t � i ' � � � 3 +� ^� �iv� x �,-X`�P � � 'z �. � a°.�'^�"*�r -s �a�.. 's�`3 � � ' , ,,,.� . . . x�� . .> (., , � .s , fi,.y..::axi, �.t , a. ,. �. ,.�. . ,f, a. � .c, ,.,.n. , . .4 .. , a. rZFf>��v.+, ... �. , . . ' � .. .:3, ,,..v9�: � � y� '� 3 � �,., , � � � � �. � I I tr ti �� Grinnell/Flameaway CPVC pipe and fittings are designed for use exclusively in automatic fire sprinkler systems . They are made from a specially developed thermoplastic compound composed of chlorinated polyvinyl chloride ( CPVC ) resin and state - of-the �art additives . Grinnell/Flameaway CPVC products provide superior heat resistance and strength and at the same time are easy to install . The inherent corrosion resistance of CPVC provides excellent flow characteristics . Grinnell / Flameaway makes various adapters to connect CF' VC pipe to me�allic piping used in � ir� sprinkler systems . All mal � and femalc pip � thread adapters have brass inser�s for durability. Grooved adapfers transition directly from grooved - end valves and manifolds . Flange adapters bolt up to Class 125/Class 150 flanged � end valves . � his manual contains important information regarding the handling and in �tallation of Grinnell/Flameaway's pipe and fittings and also contains product specifications and other technical information . i� �! � I I I . , : : ��� i �� �", F'�oa£ov Grinnell/ Flameaway pipe and fittings are lisfied by �R,� NNE � � � � ,�y ��ameawoY � PRIMEN y �y. `� Underwriters Laboratories Inc . for use in : �e� : x�-� _� , � r �, .;: �FMENr �,. , i, � • Light Hazard occupancies as defined by NFPA 13 , the �� . ` � Standard for Installation of � prinkler Systems . �� � ���re�,� ` �RN �� ��� � � �� � �� � �� � �z� r� � � � ���g : � � � �t -.h b t .;� �. • Residential occupancies as defined by fVFPA 13D, the � � � �� �, e �-.�` Standard for Installation of Sprinkler �ystems in One and Two Family Dwellings and Manufactured Homes . • Residential occupancies as defined by NFPA 13Fi , � he Standard for Installation of Sprinkler �ystems in �esidential Occupancies Up to Four Stories in Height . � �eturn air plenums a� defined by NFPP, 90A , the �tandard fior Installation of Air Conditioning and Ventila�ing �y�fiems . I � 1 1 1 1 Grinnell/Flameaway pipe and fittings mu �t be insfialled in acc� rdance with its lJL Listing , the applicable NFP�, guidelines and the information contained within this manual . Mowever, any installatior� must cor�form to local codes and be approved by the authority having jurisdicfiion . 3 _ 1 . Grinnell/�lameaway pipe and fittings can be used only as part of wet sprinkler ' systems . They cannot be used as part of systems which use chemicals , gases , or compressed air. 2 . Grinnell/Flameaway CPVC pipe and fiittings can be used both for protected and exposed sprinkler sys�ems . A . For protected in �#� Ilation , the following conditions apply : � Regular pender� � type sprin !< I � r rated af 170 ° F or less must be used . � T�he minimum prot�c� ion required is 1 /2 " plywood , 3/8 " gypsum drywall or acoustical ceiling panels weighing a minimum of 0 . 35 pounds per square foot when installed with metallic � upport grids . In residential occupancies as defined in f� � F�A 13D, and 13R , the minimum allowable protection may be a single layer of � /2 " plywood . � . For exposed �yst� m � , the following restrictions shall apply : � UL Listed quick response p � ndent sprinklers with deflectors located within 8 inches below the ceiling or UL. �. isted residenfiial pendent sprinklers installed in accordance with their Listing . The maximum distance between sprinklers shall be 15 fe2t . • UL Listed quick response sidewall sprinklers with deflectors located within 6 inches o� the ceiling and 4 inches of the wall or UL Listed residential sidewall sprinklers installed in accordance with their Listing . The maximum distance between sprinklers shall be 14 feet . • The ceiling above the exposed Grinnell/Flameaway piping system must be smooth , flat and horizontal . 3 . CPVC products cannot be used in combustible concealed spaces where sprinklers are required by NFP�► 13 . NFPA 13R and 13D allow for combustible conc�aled spaces without fire sprinklers . Grinnell/Flameaway pipe and fittings can be installed in these concealed spaces provided they are protected as specified in "A" above . Con � ult local authorities before installing Grinnell/Flameav�ray CPVC in attics for additional require - ments as they can vary from one jurisdiction �o another. 4 . All Crinn � ll/Flameaway pipe � hall be installed at a horizontal distance of a� least 24 inches from air return grilles or oth � r openings in the ceiling . 5 . During remodeling or ceiling repair, appropriate precautions shall be implem � nted to prop � rly shield the piping � rom the prof� cted occupancy. 4 � Environrn � ntal � onc9itoons i�� A . Grinnell/Flameaway pipe and fiittings have a UL rafed maximum temperature of 150 ° F. Use only in areas where the ambient temperature does not exceed 150 ° F. Install piping away from any structural elements which can generafie heat , including lighf fixtures and hot water lines . B . Grinnell/Flameaway CPVC pipe and fittings can be used in an area subject to freezing temperatures if th � system can be properly protected from freezing . C . Anti � ree�� solutions o � glycerin can b � used with Grinn � ll/ F= lameaway CPVC pipe and fit� ings , provided they are approved by the local authorify. Pro �yl � ne glycol solutions must not be used . � e � NFF'A 13 for more information . D. Grinnell/Flameaway C6� VC pipe and fiittings cannot be installed in outdoor appli - cations . P lJ T I � i T°I � � Pop� � Grinnell/Flameaway CPVC is produced to standard dimension ratio ( SDR ) 13 . 5 , pursuant to the requirements of ASTM F442 . Average outside diameter and minimum wall thickness is shown below : Grinnell/Flameaway CPVC Pipe Dimensions , SDR 13 . 5 — ASTM F442 Norninal Average 0. �. fl� inimurn Wall Pipe Si�� Thickness (inch) ( rr� m) (inch ) ( mm) 3/4 " 1 . 050 (26 . 7) 0 . 078 ( 1 . 98 ) 1 " 1 . 315 (33 . 4) 0 . 097 (2 . 46 ) 1 - � /4 " 1 . 660 (42 . 2 ) 0 . 123 (3 . � 2 ) 1 - 1 /2 " 1 . 900 (4� . 3) 0 . 141 ( 3 . 58 ) 2 " 2 , 375 ( 60 . 3) 0 . 176 (4 . 47) � rinnell/Flameaway pipe has a UL rated pressure ofi 175 psi . '�ih ° 5 • Fittings ; Grinnell/Fiameaway CPVC fittings are made to exceed ASTM F438 and F439 standards , with specially reinforced sockets and increased wall thickness for extra strength . All Grinnell/Flameaway CPVC fittings have a UL rated pressure of � 75 psi . Grinnell/Flameaway CPVC fittings have socket-type ends in Schedule 40 dimensions for sizes 3/4 " through 1 - 1 /2 " ( ASTM F438 ) and in Schedule 80 dimensions for 2 " sizes (ASTM F439 ) . � prinkler head adapters are made with a threaded brass insert and stainless steel rein - forcing ring for additional str� ngth . fVlale - threaded adapters , female -threaded adap � ers , grooved - end adapters or flanges can be used when the systerr� transitions to metallic piping sysfiems . �011 fhreads conform to A� NSI /A � M � � m1 . 20 . 1 . � Flow � haract� ri �ti � � Grinnell/Flameaway CPVC pipe and fittings provide very low friction loss characteristics . For calculation of the size of Grinnell/Flameaway pipe and fittings needed for a parfiicular sprinkler system , a Nazen -Williams "C " Factor of � 50 as specified in NFPA 13 should be used . The table below shows the allowance fior fric� ion loss of CPVC fittings , expressed in equivalent feet of pipe : Allowance for Friction Loss in CPVC Fiftings ( Equivalent Feet of Pipe ) Nominal Si�e 3/4 " 1 " 'Iw1 /4 " 1m1 /2 " 2 " 90 ° Elbows 7 7 8 9 11 45 ° Elbows 1 1 2 2 2 Tees- Run 1 1 1 1 1 Tees - Outlet 3 5 6 8 10 Cou lin s 1 1 1 � 1 � ,t , : ,�� 6 � t $�'y To attach Grinnell/Flameaway's grooved adapter to steel pipe , first insure that the groove on the steel pipe is in accordance to the grooved coupling manufacturer's specifications . EPDM gaskets should be used with Grinnell/Flameaway's grooved adapter. Lubricate the gasket and coupling housing with Grinnell 's Gruvlok Lubricant . We strongly recommend using Grinnell 's Gruvlok Lubricant . Using other lubricants can cause degradation of CPVC material . Check with your local Grinnell/Flameaway repre - sentative befiore using any other lubricants . Place the gasket on the metal pipe first , then slide it over the CPVC grooved adapter. The keys in the housing must k� e seated in th � grooves of fhe steel pip � and CPVC grooved adapter. Tighten the coupling bolts evenly to the coupling manufacturer's recom - m � nded torqu � . Iron and steel flanges are connected to the CPVC piping using Grinnell/Flameaway's flange adapter. The flanges must be aligned to minimize the str�ss on the pipe . An 1 /8 " thick gasket suitable for water service should be used . Make sure that the flange faces are touching the gaske� before the flange bolts are tightened . The 1 w1 /2 " flange bolts should be torqued to 15 ft . Ib . , 2 " flange bolts torqued to 20 ft . Ib. PI � � H � I� CI - _� ., � � �'� � '� ' 9'�! ����' °� ��� Grinnell/Flameaway recommends the use of UL Listed ���� � a, �,�`` , � , P` � ' Models 22 , 23 and 24 pipe hangers manufactured by Tolco , ` � ` ` Inc . These pipe hangers are designed especially for use with �:. ' �' CPVC pipe and fittings . A few steel pipe hangers are suitable � � �--= for Grinnell/Flameaway pipe , buf the hangers must have a � � �r . � � � � � � �� �- -�� � bearing surface of a� least 1 /2 " wide and be free ofi sharp or �.?-: harmful edges . Wrap -around Uahangers are also acceptable . °��� ' � All pipe hangers must conform to the requirements specifiied ' ' ` ` in iVFPA 13 , 13R and 13D. The maximum support spacing for �� each pipe � i �e is as follows , I� aximum � upport Spacing Pip� Size F�ef (��t�rs) 3/4 " 5 - 1 /2 ( 1 , 7) 1 " 6 ( 1 . �) 1 - 1 /4 " 6- 1 /2 (2 . 0) �141 /2 " 7 (2 . 1 ) 2 " 8 (2 . 4) � 6 • � prir� kl � r Head � upport Spacing Since an ac� ivated sprinkler head will exert a strong upward force causing the pipe to lift vertically, adequate bracing must be applied to the pipe or pipe hangers so that the sprinkler heads can stay at fiheir normal position when discharging water. Proper bracing include a sfiandard band hanger positioning the threaded support rod to � / 16 " above the pipe , a wrap- around U - hanger, or Tolco 's Fig . 22 hanger installed in the inverted position . DIAG � � f� I- -- ---� 1 - - -- - - -- - -- _ . __ __ _ . --- -- -- ------- - SEE TABLE A SFE TABLE f3 -- HALF SUPPORT SPACING � SUPP�RT SUPPORT FINISHED CEILING LINE The maximum support spacing for end line sprinkler head , drop elbows is as follows : T� LE (see diagram above) I1� aximum Support Spacing Distance End Line Sprinkler Head Drop Elbow Norninal Pip� Size Spacing Di�tance inch ( mm ) 3/4 " 6 ( 152 ) 1 " 9 (228) 1 1 /4 " -2 " 12 (305) The maximum suppor� spacing distance for inline sprinkler head drop tees is as follows : T L (see diagram abov� ) Nlaximum Support Spacing C� istance Inline � prinkler N � ad � rop Tee Nornir� � l � ip� Size � p�cing � i �tanc� feet ( meters) 3/4 " 3 ( . 9 ) .� ,� 4 ( 1 . 2 ) �. � 1 1 /4 ° 5 ( 1 . 5) � � /2 " -2 " � 7 (2 . 1 ) 1 � � w l� '� ! 1 1'� 5 i � sizE � � WEIGHT I NOMINAL ( INJ ' LBS . / FT. �� PAPE � � � � °I � o52 ai4 " 1 . 050 166 '1 ° 1 . 315 260 1 � i� " 1 . 660 412 �i � i� �� 1 . 900 541 � '� 2 . 375 846 � o� � I'- �;o -'� TO = TAKE - OUT RL = RUN LENGTH OL = OUTLET LENGTH � � RD = RUN O . D . OD = OUTLET O . D . WT = ITEM WEIGHT � OL T DL � _.�-- - --- -- RD R �- - - - - - - --- - - - - - � i �_ I_ -TO _ � i �TO-� ( R L �I I'--��"� R L -`I I MEASUREMENTS AREIN INCHES POUNOS � SIZE � � � ° ■ � � �� I I � I � I � �� ��� �� 3/4 " �li 19/32 � `� 1 /32 � `2 1 /32 � � 3/8 �, � 3/8 � . �79 i 7 ° ! 3/4 `� 95/32 I. 2 15/32 1 � � i� s �. 1 11 /16 � . 136 °� 1 /4" � 29/32 2 29/32 j `c� 29/32 i 2 1 /16 � �c 1 /16 ; . 191 'i ve" � 1 � �z 3 s/a �' 3 a/s � 2 5/� s � 2 si� s � . 282 i � " I 1 va 4 via 4 � �a � 2 zsisz � 2 zsis� . 594 i I i ! ��, ' I � i , I � ,� u I I I! I ' II, �' � ����� 3/4" � 5/16 � `2 5/16 ��, 2 5/16 � � 3/8 . � 3/8 �' .��J�J `� ° ! 5/16 i `2 21 /32 �� `� 21 /32 ; � 11 /16 1 � � /� s . 11 9 °� 9/4" ! 93/32 � .3 1 /16 . 3 1 / 16 '�, `2 1 /16 , `c� 1 /16 . � 76 °� 9 /2 " �I 15/32 ! 3 5/8 � 3 5/8 II�, `2 5/16 ��, `2 5/16 i . `264 � �� �II 5/8 I�I 4 23/32 , 4 23/32 '�, `2 7/8 2 7/8 '' . 6 � 6 1 ' i � II j i i ( ' i ��� ' ����� ���� 3/4" x 9/2° � 99/32 `2 13/32 � `2 � � 13/32 ' � 1 �/32 . � 87 � i i ��� �`—��� 9 " x '1/2" 3/4 I `� 23/32 : 2 3/16 I � 23/32 � � 17/32 i . 2�g `t " x 3/td" 31 /32 �i :3 1 /16 ' 2 7/32 �� � 23/32 I� � 29/32 i . 286 °a '9 /4 " x 9/2" I 3/4 �� `2 3/4 ' `2 9/96 '���', 2 3/32 ��, � 17/32 ! . 2J7 � I I I I ! I .. I i ! i II ■ Fl� r� ea�ay MEASUREMENTS AREIN INCHES POUNOS SIZE � ° , ° � � � �� i i I , ; ��� 3/4 " 19/32 2 11 /16 ��� 2 � � 3/8 � 3/8 � . � � � '� " ii 23/32 j 3 9/32 �, 2 15/32 � � 11 /16 � � 11 /16 �, . � g3 '1 9 /4" �� 29/32 j .3 25/32 �� 2 27/32 ! 2 1 /16 � 2 1 /16 �. . 264 j I 'a 9 /2 " j � 1 /32 I 4 7/16 ; 3 5/16 ',� �c 5/16 2 5/16 �, . 3 B�J � ^ 1 � ia 5 � siaz 4 �iaz � 2 zsi3e 2 agia� 814 ; � i � �� � � � � � `1 " x `y ' x 3/4" M19/32 23/32 �_�a..E.,., . �,,.,.. . . ...,.,......... ...:.......,.......�-.,....w.....,.�„�.a.....,..�:... �,..>..�...�..m,�,,...e.�.,,...,��,�..e.�....,...�..a.�., .,�..tv .�, __- .__ __ —_--{ , I . ' 3 �� 2 5�16 �'�� � 11 � 16 1 3/e . 161 � ��'� `� 9/R" x °1 9/4" x 3/4 " ''�, 3/4 � 3/16 I 3 15/32 ���i 2 31 /32 II �c 9 / 16 . � 19 /16 ' . 2SE °a 9/4" x '� 9 /�d° x '� " �I 3/4 � 1 /32 3 95/32 � 2 39 /32 �, `2 9 /16 1 � � �� s . . 264 i `i ve" x '7 � ia" x ain" � a/4 1 � � iae 3 �ie ��I 3 � /n I 2 s/� s � 1 � � �� s ; . 363 '' 9/2" x °� 9 /2 " x °r " '� 3/4 � 3/16 (37/8 '�. 31 /4 ! 25/1fi 1 � � i� s . . 330 '� 9/2" x °y 9 /2 " x `19/4" I� 29/32 "� 3/16 43/16 ��, 35/16 ' 2ai� s . 2 � /� � ' . 385 � " x � " x 3/R" 3/4 � 3/8 4 99/32 '�, 3 13/16 `2 7/8 � � '11 /16 , . rJ9B i °� " x °� ° x '1 " I 3/4 � 7/32 419/32 �',, 313/16 i `� 7/8 � � 11 /16 . �J72 °� " x � " x `� 9 /2 " � 1 /32 � 1 /4 rJ 1 /8 '�� 4 1 /96 I `2 7/8 � 2 5/16 . E`�7 II I I �i i i RUN OUTIET �I � � II_ _- i� �i. � � � °f " x 3/4" x 3/4" 19/32 7/8 `� 27/32 � 2 15/32 � 11 �96 I', � a/a . 147 � � � � � 0 � � `I " x 3/4" x '1 " 3/4 23/32 � 31 /8 � `215/32 � 11 /16 ��, � 11 /16 . � 8� ���� ��� '1 '1/4" x � " x 3/4 " I 3/4 � 3/16 (3. 3/8 I 231 /32 2 9 /16 � 11 /16 ��; . `2B4 7 9/4" x � " x � " �, 3/4 � 1 /32 (3. 3/B i `231 /32 21 /96 �'i � 19 /16 i . `�3� 1 9 /4" x � " x '1 9/4 " 29/32 29/32 � `,� 23/32 i 2 15/16 `c� 1 /16 ��i `2 1 /16 ! . `�7�J '' '1/2" x `) '1/4" x 3/4" 3/4 � 3/32 3 11 /16 3 1 /4 2 5/16 I � 11 / 16 ; . 341 'f 9/2° x °� 9 /4" x '� " 3/4 15/16 ..311 /16 I .31 /4 25/16 I � 11 /16 ! . ,3�8 i � i I i I_ RUN OLITLET I �� I ' __'_'___'- I � � � �� � ��❑ 3/4" x 3/4° x °� " i 3/4 23/32 .3 I 2 5�16 � 3�8 �i � 11 �16 � . � �'73 � � �� �' � � � 9 /2" x °� " x 9/2° x � " I � 1 /4 � 3/16 4 29/32 ' 3 1 /4 I 2 1 /16 2 5/16 �i, . 36.`3 °I 9 /4" x °1 'i/66" x % '1 /2 " � � 1 /32 � 1 /32 /� 1 /32 II ;I ��� � I 3 �ie `2 5/16 2 �/a �' 616 � � i i I , � , i ' i � �, i � li � I I� I I I I ' ��� 0 ����� 3/63" x 3/4" x '1/2" 1 /2 `2 1 /2 �� 2 � 13/32 � � '17/32 ��I . `2 � 6 ���� ��� °i ° x °7 ° x 'i/2" I 1 /2 `2 93/96 II `2 11 /32 � 23/32 � � 17/32 �� . `2BB � " x 3/4° x 9/2" I 1 /2 `� 29 /32 I `� 13/32 � 23/32 � � 17/32 II . `275 °' ° x `' ° x °0 " 25/32 3 3/8 i `2 13/32 � 23/32 I 2 3/32 . 352 °1 va" x `i " X va° � /2 2 2s/s2 ! 2 � �iaz i 2 s/3z � 1 � �ia2 , . 286 °� 9/4" x °' 9/Cd" x 9 /2" 1 /2 `c� 31 /32 ��'� 2 17/32 i `c� 3/32 �'�� � 17/32 I . 3�8 i °i �ie" x `i " x � " 2a/sz 3 2� �a2 3 2 a/s i 2 sis2 . 396 . � `I /2" x °� 'i/4" x 9 /2" I 1 /2 3 3/16 I 2 13/16 `2 3/6 1 � �/32 . 374 `� '9!2" x `7 '1/2" x '1 /2" 1 /2 3 3/8 `2 13/16 `2 3/B 1 � �/32 . 396 °�" x `� " x '1/2" 1 /2 4 �3/32 3 11 /32 `� 7/6 1 � �/32 . 550 . `�" x � '1!2" x 9/2" 1 /2 3 23/32 3 11 /32 `2 7/B 1 � �/sz . 539 w �6ar�r�e�vv�y � MEASUFiEMENTS AREIN INCHES POUNOS SIZE � ° � o ■ � ■ �r I � � I I , � � � � �� � � 3/4" ; 9 /16 � � 5/8 �''�� N�A ��, � 3�6 � N�A . �48 `7 " � 1 /16 � � 15/ 16 �I' N�A � 11 /16 ( N�A . �8 � u � '7 '1/4 I 1 /'16 : `2 3/32 N�A `� 'I /16 I N/n . 'I 14 °1 vz" � � i� s � 2 � i2 ` N/A � 2 ei� s N/n 176 , . `� " I�,, 1 /16 ! 3 3/16 ��� N�A � 2 29/32 II!i rv/n . 383 ' ''�� �i '�' i � � � � � { � � °9 " x 3/4" 1 /16 I � 25/32 '�, N�A �'�,, � 11 �16 N�A . �77 �a � � � �°•' � � � 'I /4 " x '9 " 1 /16 2 I� N�A � 2 1 /16 i N/a . 110 °� 9 /2" x � " 1 /16 i `2 7/32 i N�A 2 5/16 �I rv/a . 154 `� 9/2 " x °t 'i/4" � 1 /16 � 2 9/32 N�A j 2 5/96 I N�A . � �J�} i � " x °7 � ia" � s/s2 � 3 � /ae } rv/A I 2 �/e � rv/n 323 ; � � I I i � � i � ; i � � � ��� � °r 't/4" i � 5/1fi 2 9/16 ��I N�A I `2 3�32 N�A ,... . � �J4 �� � � '°� � � � 9/2" i � 3/8 `2 3/4 I N�A I `� 11 /32 N�A . `220 ������� "�n 'I � 15/32 .`3 N�A II 2 7/B � N�A , . `297 i �. II � ���� �'4�� II � 13/16 3 3/16 N�A I � 27/32 I N�A ' . 38 � ��d��.��� °1 �� ' 2 3 9/16 N�A 2 3/32 I N�A I� . rJ � 2 � I I � I I I I I I ����`.� ���a���� 3/4" 3/4 � 25/32 N/A � 27/32 N/A ':� . � 87 °B " 7/B 2 N/A I 2 3/32 N�A �,� . 374 °1 '9/4" ; 29/32 `Z 5/32 N�A 2 19/32 � N�A �I . 484 °I 9/2° � 29/32 `� 9/32 N�A `� 27/32 N�A �'� . 7�4 `� " i 15/16 `� 1 /2 N�A ..� 13/32 N�A i . 8 � 4 i I � i i ' � i � �� ' ���� � � ��� 3/�&" x 'I/2" i 23/32 � 27/32 N�A � 7/16 N�A I . � 4�j ������ � °9 " x 9/2" � 3/4 � 31 /32 N/A � 3/4 N/A ; . '165 � °, " x 3/4" 3/4 � 29/32 N/A � 23/32 N/A . `24`2 i � I i I � � I I I i i � � �' ��� 3/4" x 9 /2" I 25/32 � 13/16 N�A � � 17/32 N�A i . '114 � �� � � �L+� � � ��� °' " x '1 /2" 25/32 `� 3/32 N�A � � 21 /32 I N/A i . � 87 ������� � �I� evt�a�r�y MEASUREMENTS AREIN INCHES POUNDS SIZE � � � ° � � ■ �T - i � ��� 3/4 " ! 7/16 ! � 3/16 N/A � 3/8 N/A I . �37 i � �� � 1 /2 ! � 7/16 I N�A � � 11 /16 . N�A - . OBB '1 9 /4 " I� 1 /2 � 1 /2 N�A � `2 1 /16 N�A � . �88 '1 9/2 " �I, 9/16 ��� � 3/4 I N�A I `� 5/16 � N�A �'�, . � 3� i � " ... 23/32 �i 2 1 /4 N�A I `� 29/32 � N�A � . 29� I I I I I � i I � � � � � 3/<b " 19/32 '� 2 91 / 16 , 2 11 / 16 � � 3/6 � � 3/F3 '. . � 3E7 � ° ��, 3/4 (3 5/16 �I, 3 5/16 � 11 / 16 � 11 / 16 ' . 242 '9 v�a " ��� zsiae 3 e5iaa � 3 25iae ' 2 � i� s 2 � i � s i 363 '1 9 /2 " � � 1 /32 � 4 13/32 i 4 13/32 II `c� 5/16 , `2 5/16 ��, . °J�6 `c..'�' " � � 1 /4 I' rJ 19/32 � rJ 19/32 � `2 7/B 2 7/8 ���, . 99� I � � I I � I I i � � i ' I i � i � . . . _ ll I j . RUN OUTLET � � � � �� A �� `� " X 'f " ?C 3/4" x 3/4" 3/4 29/32 j 3 5/16 (3. 5/16 � � 11 /16 ��'i � 11 /16 , 304 �� �� � �� I ' i , i i I I � � j � I � � ii i � I � '� � � i ; i j i ; � ��� � � '1 'i/2" � 1 /4 � 5/8 N/A �J � N/A 2 .�9� �`���T�� � " � /a 1 zs/32 rv/A 6 i rv/a 3 . 850 CLlASS 125/'150 ( I � � i i � � IOVERIAP j I ( I�__-'"__"_'_._..._._. . . _ _.; � ��� ' � � °1 " x 3/4" �' 3/4 i � 9/32 N/A I � 9 /2 rv/n .044 THE BUSHINGS ARE FWSH STYLE ; °1 9/4" x 3/4" �i 3/4 i � 3/B N�A � 7/8 rv/a . 101 DIMENSIONS GIVEN ARE OVERLAP e' 7��„ x e� u ! 29/32 i � 3/8 I N�A � 7/8 I N�A . �77 NOT TAKE- OUT. ; °I 9/2" x 3/4" i 3/4 �I, � 9/16 I N/A � 1 /8 I N/A . 165 °r '1/2" x °7 " j 29/32 � � 9/16 N�A � 1 /B � N/n . 132 °� '7/2" x °� '1/C3" 31 /32 � � 9/16 N/A 2 1 /8 � N/A .�58 i � " x 3/4" 3/4 i � 15/'I6 N/A I 2 19/32 rv/a . 213 � " x °I " i 2g/32 � � 95/16 N/A 219/32 N/A . 242 � " x '� '1/4" 31 /32 � 15/16 N/A 2 19/32 N/A . 2�7 °��� x '� 'i/2" � 3/16 � 15/16 N�A 2 19/32 N�A . � 7`2 `xC' 2Y .�F�r+... � ��iu�.�R�Y%cMSYFi" ��AUIt'::k . .'.'".14Y . 4Y.;r, iA,,��`t�.S�-�`,.x,�'�`1�e5..�.c�, . „•X�'+"��,.:: t;Lddt1!k.xa��`Cl.24�"}L:i't�s. .eF ,'SrSk'`P�.�y{�;(,«".'¢ F°AyXv.a��}!�.%.'�,SSkiJ 'It...S{K f4 ,x,#�.r'i!� ±FY, ".5Y . 2.� <�+Sy�& ,`,'�3i:'Fta, Y, Re�ys�a•4yL.�Y .M, r.i,,: F / rs b.,+,� � . ... . � . ..J n 9 � 4'. � si": A ' ; � � � � � • ' • • �� '��+'��1��. , • i f �i ���� .. 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'b^ds � 'i � a s y� x r 4 r��i� � E t �9� h��F i, t s � fX aJ � � x � �: ✓ �'� ..::. , . . _ . ;". ., � ..� ' ni�.'- YrtS , .. 1,.� aT �,� PF S . r x h %Y` � + 1 � " �. .i .V�� t ;�i. :°. f �`"�v.. 3 . . � . � . .. . a ��.,{ S ) Jr .F" , i5 � � .Y� *I p � � '� x t �' r � k : ` �M: 1 ±, v h y < S � 3 � �`e ( J ( �k % j £" j� i Y':, � � . N` ; 3 i i r : � ��; P ru> i �`'� a ' G, �. , . , . ,..,., � „ , . , ., m ._� ,,., �., �,. , � pd � 7 � � � ? i r � y � �.. � � � .� � �! s�� � J zv 3 3 �� �: � k'i .)� i� tk? .F,2Y 4.e.j�A „(Y `<3� � .M1 � o. � : a �. E �; �,,. " ��� � r � ,.s ..� �„ � �; � 3 �s ;� s� �F � `��' �, ' �� � � � ::� � t � s '� � � ■ : � �. � .. � ii ? � � • �. • ;k° i ;i P � � � � � � � � � � �?, fi � � .3` . . . m _. . .. .. ��. � �. ... �` . *.�,1 ;.�...,r iti�: ,:c�'.a�l���'f�.�'n. �nw-���f�.� . . . .>�`w���5 r�-n,��.o �,'a ..a; �; `��";"'�"� �� -� a� Eu«�a- - , �. .,� ,r �� „�' . '�,h,.�3 ,.:M . ... ... �...��^xr°r_�:�_. �t��<c. .�.�� .�a.�., ". � �:. ��?��",�::�,5s'�� n ,�, ., �'. ��.nfr..��� >..r..Ms?,�" 1 � • � , T 1 1 T°I • PI �' E �--- Meets the requirements af A � TM Standard D 178 � for Material and AS °fM �tandarci F 442 for End (' roduct. Listed by NSF for potable water applications . � �IT'T'IN � S P-�-- Injection Molded to me �� or exceeci A � TM Star� dards F 437 , � � 3B � nd F� � 39 , a� appli � abl � e l., i �teci by N � F �or potable water applications . � PF21 � � R � � � 1 f� rirner r�nee�s �h � requir� t� � nt� of �ST°� F 656 , Lis � ed by N � F for potable wat� r appli � aticsn � , � C � M � NI° � FS3 Cem � nt me�ts th � requir� rnents of �ASTM �= �93 . L. isted by NS � for potable water applic �tion � o � ��� G � rnent meets the requirern� nt� of A� `TM F 493 ; r� eets M �X VOC � 50 C/L per SCAC� MD Rule 1168/316A.a List � d by NSF for potable water applications . / S'p�tAriapo t � o 4 Q Y � . o � o � < ` e + pear� Fire prinkler Piping Product� are L. isted by llnderwriters Laboratorie� for use ina Lighfi Hazard occupancies as defined in fihe Standard for Installa� ion of Sprinkler �ys�erns , NFPA 13 ; Residen� ial occupan � ies a � defined in the tandard for lnstallafiion of � prinkler Sysfierr� s up to Four �ories in height, NFPA 13R ; esiden �ial occupancies as defined in the Standard for prinkler yster� � in ne � nd Two Farriily wellings and obile Horr� � � , FPA 13 ; and , ir G � ndifiioning and Ver�tilation ysfierns , FP 90 a � L � k � r the (� Li � in a � n th r ucta �__ ° -- Prices subject to change without notice . Possession of this price schedule shall not be construed as an offer to sell the produc4s listed . s - • q ' i. � � �' � � � � � � � �MY Piastic piping systems should be � NGINEERED , INSTALLED , OPERP, TED , and MAINTAINED in accordance with ACCEPTED DESIGN AND EfVGINEERING STANDARDS l� ND PROCEDURES for plastic piping systems . Suitability for the intended service application should be determined by the instailer and/or user prior to installation of a plastic piping system . All installation and maintenance personnel should be trained in the proper handling and ins4allation requirements and precautions of plastic piping systems . It is � bsolu4ely necessary fiha� all installation anci main �enance persor� nel become familiar with fhe proper solven � ce: menting and thread joining procedures before � � arting . Incorrect procedure � may produce unsour� d connections . PFZIQR TO �4 � SEM � Ll` , all piping system components should be inspecfed for damage or irregularities . Mating components should be checked to assure thaf fiolerances and engagements are compatible . Do not use any components fihat appear irregular or do not fit properly . Contact fihe appropriate manufacfurer of the component product in question to determine usabilifiy . Installation must be rr� ade in accorciance with A ANl1FACTlJRI G C Pi4NY �IR PRINFCL R P1Pl � PROD (ICT� ; ln� tallation Instruct►orrs � � - 3 Personal instruction in correct solvent welding proceclures is available by confacting your local supplier or any I Spears Regional Distr-ibution Center. NOT� � Use of solvent cementing products other than those recommended by Spears Manufacturing Company and/or failure to follow installation instructions will automatically void the warranty . CA (JTION � Spears Manufacturing Company DOES NOT RECOMMEND the use of thermoplastic piping products for systems fo transport or store compressed air or gases , or the testing of thermoplastic piping systems with compressed air or gases in above and below ground locations . The use of Spears products in exposed , compressed air or gas , systems automatically voids Spears warranfiy for such products , and tr� eir use against our ! recommendafion is entirely the responsibility and liability of fhe installer. Spears Manufac- � turing Company will nof accept responsibility for damage or impairmenfi of ifs products , or I other consequential or incidental damages caused by misapplicafiion , incorrect assembly , I and/or exposure fo harmful subsfances or conditions . i � j , r �� r VVeights � Dimen � ion� , please see � pears ' \ _ CF' VC FIRE �PRInIdCLER PlPINC� PR�DUCTS Weighfs � L)imens��n� ( F � -�) . ii ` s ,f � � , 4 � � a. r �+�d g x a��i .i.xs�'yrr.ah�{ r�yi�". 'E' r7 �+ a t�3 -� -.�s ; s . . v gy vi^�dsr 1'ca'�+. � -� ;"t� S u� � ��£ s �� � ��������(A i . . - � � � �'e A{�?, ��� . { ����; ¢ t .. _ F ANGE N1AKE-UP ; l Once a flange is joined to pipe , the method for joining two ; � ���� _ ,. . t= � la es : s as ollo s.����tt� . .. 9 " .; F����;`�Y . . : �p�ndg r'uns joined to the fianges must be installed in a straight line position to the flange to��avoid'�stress at the flange due to misalignment . Piping must also be secured and .�s���, upporfed fio prevent lateral movement which can create stress and damage the flange . ��'y . B.: (Nifh gasket in place, align the boit holes of the mating flanges by rofafing the ring into . C'y^<��x " osition : ( Consideration should be given to alignment of One - Piece Flange prior to ���. , �oining vwith pipe. ) ��,�k;, . , . . �� � � P�C:� � Insert all bolts , washers (two standard flat washers per bolt ) , and nuts . * �� > �;; p�: � •11� ake sure the faces of the mating surfaces flush against gasket prior to bolting down �,� . ,�,,�the flanges . �w � ,, . � : � �� E: Tighten the nufs by hand until fhey are snug . Establish uniform pressure over the � '� =`�' ��' ' flange face by tighfiening the bolts in 5 ft. Ibs . incremenfs according to the sequencs � � �. , � ._ ; � �� � ` �hovvn in Figure 9 following a 180 ° opposing sequence . �' `' Fe Care must be fiaken fo avoid "bending" fhe flange when joining a Sp � ars flange to a �F 'r �r} ;� � .��' ` "raised face" flange , or a wafer-sfyle valve . Do not use bolts fio bring together � �� �,�. improperly mated flanges . Figure 9 � �. • • • � • ( � 4 CACI TION: Ul7 /I �CeSS�/"j/ OVG'!�O!'C�U!!]�' W/II C��lI1� C�J@ ��'1 � �Ia!]9'e. Flange Bolt Bolt Bol4 Length Flange Recommended Torque Size Holes Diameter ( Minimum) Size ( Ft. Lbs .) 3/4 4 1 /2 2 3/4 - 1 - 1 /2 10 - 15 1 4 1 /2 2- 1 /4 2 - 3 20 - 30 1 - 1 /4 4 1 /2 2- 1 /4 1 - 1 /2 � 1 /2 2- 1 /2 2 4 5/8 3 2-1 /2 4 5/8 3- 1 /4 3 4 5/8 3- 1 /4 � pecified minimum bolt lengths are based on the use of two Spears Flanges , two standard flat � hers , standard nut and full faced 1 /8" thick neoprene gasket with a Shore "A" � urometer of ' oroximately 60 . Follow recommended bolt torque shown above . Threads should b� clean and '� well lubricated . Actual field conditions , or mating with ofiher brands or accessories , may r�quire variations in these recommendations . Bolts and gaskefs are not � upplied with flanges . iii , . M ,` o� � TNE ` . . � JY �._ ► sr�Rs ��JM PM1��� CPVC �ire �p�'snkler P�pe SDR 13 . 5 IPS a CLASS 315 15 ' LENGTHS S i ze 3!4„ 1 " 1 -1 /4" 1 -1 /2 ' . 2 ., 2-1 /2 .� 3 „ Par� Number CP -007 CP -010 CP -012 CP -015 CP -020 CF' -Q25 CP -030 List Price Per Foot . 85 1 . 31 2 . 05 2 . 83 4�, 24 6 . 47 9 . 83 Lift Qty . Ft. �,s�s s,aos 2 ,azo 2 ,aso 7 ,ass s � o sso �i �� Qt�/ . �.. bS . 9 ,425 1 ,793 1 , 179 1 ,353 1 ,292 1 ,021 1 , 197 Underwriters Laboratories has Listed Spears Fire Sprinkler Pipe and Fittings for a rated working pressure of 175 psi a4 150° F for flre sprinkler service. V Fir� prirrk�ler �'if��n � List List Part Price Parp Price Number Size SP/MC Each Number Size SP/MC Each T� � (Slip x Slip x Slip) SPRII�IFGL� R HEA � T�� (Slip x Brass Fip4 x Slip) A209 -007 3/4 15/120 5 .24 4201 -010 1 15 10 .62 4201 -012 1 -1 /4 ____ 10 16 .68 4203 -122 1x1 /2x1 50 22 .91 4201 -015 1 -1 /2 10 23 .31 4201 -020 2 10 34 .47 d201 -025 2-1 /2 10 66 .10 A201 -030 3 S 66 . 10 90 ° ELL (Slip x slip) 4206-007 3/4 20/160 3 .87 �� � REDUCING TEE �supxsitpxsiiP� 42os-o10 � � o�so s .57 4201 -102 3/4 x 3/4 x 1 15 8 .96 d206 -012 1 -1 /4 10 10 .96 d201 -125 1 x 3/4 x 3/4 15 8 .96 4206 -015 1 -1 /2 10 15 .30 4201 -126 1 x 3!4 x 1 15 8 .96 4206 -020 2 25 18 .94 4201 -131 1 x 1 x 3/4 15 8 .96 4206 -025 2-1 /2 5 36.52 4201 -157 1 -1 /4 x 1 x 3/4 15 16 .54 4206 -030 3 S 49 .83 4201 -158 1 -114 x 1 x 1 15 16 .54 4206 -131 1 x 3/4 20 7.59 4201 -159 1 -1 /4x 1 x 1 -1 /4 15 16 .54 SPRINKLER FiEAD 90° ELL (SlipxBrassFipt) 4201 -167 1 -1 /4 x 1 -1 /4 x 3/4 15 16 .54 4201 -168 1 -1 /4x 1 -1 /4x 1 15 16 .54 4201 -169 1 -1 /4 x 1 -1 /4 x 1 -1 /2 10 19 .98 �207-101 3/4 x 1 /2 20/160 8 .53 4201 -201 1 -1 /2 x t -1 /4 x 3/4 10 19 .98 d207-130 1 x 1 /2 10/120 12 .03 4201 -202 1 -1 /2x 1 -1 /4x 1 10 19 .98 -- 4207 -131 1 x3/4 25 94 .5b 4201 -210 1 -1 /2x 1 -1 /2x 3/4 10 19.98 �20T-166 1 -1 /4x t /2 90/80 16 .68 d201 -211 9 -1 /2x 1 -1 /2x 1 10 19 .98 4201 -212 1 -1 /2 x 1 -1 /2 x 1 -1 /4 10 19 .98 4201 -213 1 -1 /2 x t -1 /2x 2 10 31 .72 , d201 -248 2 x 2 x 3/4 10 31 .72 �5 ° � �.. L. (Slip x Slip) 4201 -249 2 x 2 x 1 10 31 .72 d217-007 3/4 10/120 5 .24 4201 -251 2 x 2 x 1 -1 /2 10 31 .72 4217-010 1 15/120 6 .22 4201 -289 2-1 /2 x 2-1 /2 x 1 10 43 .61 4217-012 1 -1 /4 10 9 .10 4201 -290 2-1 /2 x 2-1 /2 x 1 -1 /4 10 43 .61 4217 -015 1 -1 /2 10 12 .54 4201 -291 2-1 /2 x 2-1 /2 x 1 -1 /2 10 43 .61 4217 -020 2 90 15 .78 4201 �338 3 x 3 x 2 5 50 .31 4217-025 2-1 /2 5 28 .12 A201 -339 3 x 3 x 2-1 /2 5 50 .31 4217-030 3 5 �0.67 SPf21NFCLER F9EAD T�E �suP x a�ass Fipe x srp� 4202 -101 3/4 x 3/4 x 1 /2 50 12 .90 4202 -124 1 x 3/4 x 1 /2 50 13.95 4202-130 1 x 1 x 1 /2 50 13 .95 Slip = IPS Solvent Weld Socket 4202-090 1 x 1 x 1 10 35 .86 Spig = Spigot End d202-156 9 -1 /4 x 1 x 1 /2 15 23 .26 FipY = Female Iron Pipe Thread 4202 -166 1 -1 /4x 1 -1 /4x 1 /2 15 23 .26 Mipt = Male Iron Pipe Thread 4202 �199 1 -1 /2 x 1 -1 /4 x 1 /2 10 30.64 SP/MC = Standard Pack / Master Carton � _ 4202 -209 1 -1 /2x 1 -1 /2x 1 /2 10 30 .64 4202-237 2 x 1 -1 /2 x 1 /2 90 �3 .23 4202 -2�47 2 x 2 x 1 /2 10 43 .23 L.00k for the IJL. I�isting mark on the product, 1 ',. .. .. e . . . � � � � _ E yl TH! 4 �O � sP�s ► ��TN ra�°� List List Part Price Part Price Number Size SP/MC Each Number Size SP/MC Each CROSS (s�ip) FEMALE SPRIIVKLER HEAD ADAPTER (s �ip x Brass Fipt � 4220 -007 3/4 15 8 .27 WITH POSITIONING RING 4220 -010 1 15 10 .32 4220 -012 1 -1 /4 10 14 .41 - - 4220 -015 1 - 1 /2 10 99 .64 R4235 -909 3/4x1 /2 SO 9 .30 4220-020 2 5 31 .99 4220-025 2- t 12 5 70 .31 d220-030 3 5 103 . 11 SPIGOT SPRINFCLER NEAD ADAPT� R ( sp�g x erass Fipt) REDUCING CROSS � suP� - 4238 -101 3/4 x 1 /2 SO 9 . 30 �4220-131 1 x 1 x 3/4 x 3/4 15 11 . 13 ____ �23II -130 1 x 1 /2 50 9 .94 ADJIJSTA � LE SPRINKLEF2 NEp, [� e4DAP7� FZ COUPL.ING �sn � R sup� (Slip x Brass Ffpt) 4229-007 3/4 15/180 3 .78 4229-010 1 1 S/120 4 .82 4229-092 1 -1 /4 10/80 7 .24 A2001 3/4x9 /2 10/80 23 .74 4229-015 1 -1 /2 10 10 .32 42011 1 x 1 /2 10/80 23 .7A 4229-020 2 10 13 .93 4229-025 2-1 /2 5 21 .23 �6229-030 3 5 27 .57 � ()JUS �f'r� B �E SPRINI'�LER I-IEAD eeiDAPT� F2 REDUCER COUPL.IIVG (Slfp x Sifp ) (Spl x Brass Fipt) 4229-131 1 x 3/4 15/180 4 .82 4229-167 1 -1 /4 x 3/4 25 7 .49 ? 4229-168 1 -1 /4 x 1 10/120 7 .24 42004 3/4 x 1 /2 10/80 23 .74 4229-210 1 -1 /2 x 3/4 25 11 . 14 42014 1 x 1 /2 10/80 23 .74 4229-211 1 -1 /2 x 1 10/80 10 .87 4229-212 1 -1 /2x 1 -1 /4 10/80 10 .32 • 1 4229-248 2 x 1 10 14 .52 � aszs -z6o 2x 1 -1 /4 � 0 14 . 17 REDUCER BUSHING �sPi xsii � Flush St le 4229-251 2 x 1 -1 /2 10 13 .93 4237 -131 1 x 3/4 50/400 2 .94 GROOVED COUPLING ADAPTER (�roove x s�� p) A237 -167 1 -1 /4 x 3/4 25/200 4 . 59 4237 -168 1 -1 /4x 1 25/200 4 . 59 4233-012 1 - 1 /4 10/60 15 .88 4237-210 1 -1 /2 x 3/4 25/200 5 . 17 4233-015 1 -1 /2 10/60 16 .82 b237-211 1 -1 /2 x 1 25/200 5 . 17 4233-020 2 5/40 19 .48 423T -292 1 -1 /2 x 1 -1 /4 25/200 6 . 17 b233-025 2-1 /2 5 27 .03 4237 -248 2 x 3/4 10/120 7 .58 4233-030 3 5 31 .31 4237 -249 2 x 1 10/120 7 .58 FEMALE ADAPTER (Sli x Brass Fi t) d237-250 2 x 1 -1 /4 10/120 7.58 4235-007 3/4 15/60 15 .21 4237 -251 2x 1 -1 /2 10/120 7.58 4235-010 1 15/120 26 .68 4237 -290 2-1 /2 x 1 -1 /4 10 13. 10 4235-012 1 -1 /4 15 43 .b9 4237 -291 2-1 /2 x 1 -1 /2 10 13 . 10 4235 -015 1 -1 /2 10/60 68 .04 4237 -292 2-1 /2 x 2 10 13 . 10 4235-020 2 5 72 .71 �d237 -338 3 x 2 10 19 .64 SPIGOT FEMIAI�E � DAPTER (Spic� x Brass Fipt) 4237 -339 3 x 2-1 /2 10 19.64 C,4P (snPl 4278-007 3/4 1S/180 15 .94 424T -007 3/4 25l300 2 .29 A27�-010 1 15/120 28 .A0 �247 -010 1 15/180 3 .28 4247 -012 1 -1 /4 10/120 5 . 17 FEMALE SPRINFCI..ER H �AI, ADAPTER (Slip x Brass FipY) �247 -015 1 -1 /2_ 10/80 7. 17 4247 -020 2 10/80 10.90 4247 -026 2-1 /2 5/40 16.61 4235-101 3/4 x 1 /2 50 9 .30 4247 -030 3 5 25.37 4235-130 1 x 1 /2 50 9 .94 4235-131 1 x 3/4 50 15 .68 ��� � PL� � (Mip4) (PVC White) FlOT UL LISTED FOR PRESSURE TESTING ONLY � ��t�l.� $ PRI � ���� H ��� ��� � 1'� � (Slip x Brass Fipt) WITH LONG BODY L.�235 -130 1 x 1 /2 50 1A . '90 4250 -005 1 /2 25l100 2.47 Slip = IPS Solvent Weld Socket � Mipt = Male iron Pipe Thread Spig = Spigot End SP/MC = Standard Pack / Master Car4on Fipt = Female Iron Pipe l'hread 2 l�ook for the lJl. L.isting mark c�n the product, �I � ° eN� iHp. . . . . . . . � 4 PO `� i �� BPE�RS i �„„' ,P,o� u5t ��st Part Price Part Price Number Size SP/MC Each Number Size SP/MC Each FLANGE �si � P� 4 Bolt Holes � so �b. FLANGE - Van Stone St le (Splg ) 4 Bolt Noles 150 Lb. 4251 -007 3/4 25 8 . 14 4256 -007 3/4 25 8 .38 4251 -U10 1 15 10 .82 4256 -010 1 15 11 .82 4251 -012 1 -1 /4 15 13 .93 4256 -012 1 - 1 /4 15 15 . 14 4251 -015 1 - 1 /2 15 16 . 14 4256 -015 1 -1 /2 15 16 .99 4251 -020 2 10 24 .67 4256 -020 2 10 27.70 4251 -025 2-1 /2 10 41 .70 4256 -025 2-1 /2 10 44.31 FI� NGE - Van Stone St le (Slfp) 4 Bolt Holes 950 Lb. 4256 -030 3 10 51 .71 UNION �su� x suP� wNiton O-Rin Seal 4257 -007 3/4 10/80 10 .d8 � 4257 -010 1 10 15 .99 A257 -012 1 - 1 /4 5/40 24 .8H A254 -030 3 10 51 .29 Az57 -015 1 - 1 /2 5 29 .48 d257 -020 2 5 48 .46 � Il $ � L-� N � ��+ � G � 4 Bo14 Holes 150 Lb. Fof Use Llst b253 -007 3/4 25 8 . 13 Pa � With Price 4253 -010 1 15 11 .57 Number Descri tion Pi e Size SP/MC Each 4253 -012 9 -1 /4 15 14 .77 EMP1Y CAN 4263 -015 1 -1 /2 15 16 .62 MT-654 Empty Pint Can 3/4" - 2" 9 00 9 .96 4253 -020 2 10 27 .20 ith 1 -3/4" Screw Neck 4253 -025 2-1 /2 10 A3 .71 MT-G51 Empty Quart Can 3/4" - 2" SO 2 .45 d253 -030 3 10 48 .01 �th 1 -3l4" Screw Neck MT-653 Empty Quart Can 3" 50 2.05 TT Paint T Can .� ri er �n � e ent ppli� crtor� � � List For Use List Part Price Part With Price Plumber Size SP/MC Each Number Descri tion Pi e Size SP/MC Each PRIMER BRUSN FS1 -020 Pint 12 10.82 BCP -1 1 °' Brush Cap 3/4" - 2" 100 3.30 FS1 -030 Quart 12 20 .99 (With 1 -3/4" Screw Cap) CEMENT ROLLER FS3 -020 Pint 9 2 11 .37 3020 3 " Roller - 2 " Diameter 3" 24 6 .85 FS3 -030 Quart 12 21 .29 (For 1T Paint Type Can) ON �-ST� P CEMENT D/aUBER DP -75 3/4" Diameter Dauber 3/4" - 1 -1 /4" 100 .40 Fits Pint Can DP-100 1 " Diameter Dauber 3/4" - 2" 100 .40 Fits FS1 Pint Can FS4-020 Pint 9 2 11 .37 DP -150 1 -1 /2 " Diameter Dauber 1 " - 3" 100 .AO FS4-030 Quart 12 21 .99 Fits Pint Can DQ-150 1 -1 /2" Diameter Dauber 1 " - 3" 100 .45 F� L�A� E IVOT'�a Plastic pipe cemenYs � (Fits Quare can� j have a limited shelf life . Packages are ��� -��T� DAUB �R � dated , and should be used within the cm-7s sia" Diameter Dauber si�" - 1 -9 /4�� � oo � .5s � recommended time . Failure 4o do so may Fits Pint and Quart Can ' CPA-150 1 -1 /2" DiameterDauber 1 -1 /2" - 3" 100 1 .6& { result in joint failures . � ! (Fits Pint and Quart Can) - - Slip = IPS Solvent Weld Socl<et Mipt = Male-Iron Pipe Thread Spig = Spigot End SP/NIC = Standard Pack / Master Carton Fipt = Female Iron Pipe Thread . � �� L.00k for th� ll �. Listing rr� ark on the product. , 3 ' 9-30- 1997 8 : 38AM FROM IND CHEM CORP d272091 p, 2 PRODUCT BULLETIN NO . 1502 � � GLYCERIN . 99 . 5 o TJ$ Q �1 ° $ P° � ( CTFA Adopted Nam� : GLYCERIN ) ( CI�S Numb� x- : S6m81 � 5 ) NOR�'OX Glycerin , 99 . 5 % USP is � cl � �.� , rri, � cous la� quid. wh. a � h as m � � � � ble �ra, th w� t � r arad alcokaol . Its abila. ty, � o �b � � rb wa � er and i � s �. ow tox �, ci� �. y expJ. aa. n its u � ila. t � as a h.umectan � , � Ias � a� cizer azad. sol �rent in cosmetics , pha �ma � eta � �. � a �, s �xa.cl � oods . Nox'man , Fox & Carctpan.y maintains a drug manufacturing li � exase as �rour assurW az� c � of proper handling of this and othe � USP / NF commodities . TYPIC�L PROPERTIES Glycera. rx content , minimum . . . . _ a . ee _ e . e 99 . Ss Speci � i, c Gra�ry � y , ma. raimum . . e e . . o a . . . . . 1 . 260 �� 2S / 25 ° C De �. � i � � , J, Ja � / � a ]� lo�a . . . . . . . . e , . , , . . . . , . 10 . � 3 � G 6p ° F Color , APHA , maximum . . . . . . . . . . . . . . . . . . 7, 0 Pt - Co Un. i � � Ch. loride content , maximutn . . _ � . e . e _ _ _ _ e 0 _ 001. a Fatty� Acid cont � nt , maximum , . . . . . . . . . . 2 . 0 meq / �. 00 gm Re � idu� ox'1. � ga� a� � �. ora , maximum . a . . . e . e . . o . ol � Mee �. s Glycerin requ. ir� mezl � s o � : . . . . . . . e US1� XXI �ed Spec O - G9 �4916b STORAGE Glyce �° � n absorbs moi. sture from the atmosphere . It has a � en.dency to develop a yellow � o ]� ox � ra cozatact with rusty iran and high tetnperature . Tt � color is rela � ive �. �r � � ab1e ia°i z �. nc , aluminum , nickel or resirz lined steel containers . Keep coratainers closed wh� n a�ot in use to avoid moisture pickwup or colox° d.evelopm� nt . Glycerin a � � his � or� cera � xa � � oz� doe � not have • sufficient wa � � � activit �r to support most types of micrpbial, gxowth but sterility i � z�� � guarante � d . Users should coxaduct their own evalu � tion of steriJ� a, t � � s �ecially f � x� irate � sti � i. a1 drug applicata. on � . I�ORFOX 99 . 5 � Glycerin is also avail �bl. � ir� a 'Z'echnical Grade at � � uk� � tarata. al sa�ring fo � iradus � rial use . �ACK B�xlk & 3 � 0 gal ]. ora C. ote b � ra5 ws ebul # � 502 S70 $� Ne � Lir�ed D�ums , 40 # �Tet Pai, l � 3I06M6 fh9 ifHC#P��PQfI Qfld f �f18 fl@r� pPi pt,X 9�1 G°�1 6X fl� C}1 9� �O � 10 � QG�tM'640. RtOad�/. flOTP�M40 Ne��ln IS tA � �OKM OS 6 wO+ronM. �sDr O� in'+9E�tl. r��kp � �etxPCY d is� hdOP d � u� d oue ��UCta: OuPC�ol�ri t►WV� �k0 �N 9a++ �ssis to A���rmino it.o aun�G���Ty pl �n . �QCUGiS fOt R1RR pArt1E"UIOe pur(ypg.gs. 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Denver Colorado 80204 629 -- 0221 Job Name : VAIL EMPLOYEE HOUSING Building : THIRD FLOOR - AREA # 1 Location : 1. 309 VAIL VALLEX DRIVE VAIL COLORADO System : 1 Contract : 97 - 2700 Data File : 2700 - 1 . WX2 Computer Programs by Hydratec Inc . Route 111 Windham N . H . USA 03087 Frontier Fire Protection Inc . Page 2 VAIL EMPLOYEE HOUSING Date 082797 HYDRAULIC DESIGN INFORMATION SHEET Name - VAIL EMPLOYEE HOUSING Date - 9 - 30 - 97 Location - 1309 VAIL VALLEY DRIVE VAIL COLORADO Building - THIRD FLOOR - ARER # 1 System No . - 1 Contractor - FRONTIER FIRE PROTECTION INC . Contract No . - 97 - 2700 Calculated By - R . BERGER Drawing No . - 1 OF 2 Construction : ( X ) Combustible ( ) Non - Combustible Ceiling Height 8 ' - 0 " OCCUPANCY - RESIDENTIAL S Type of Calculation : ( ) NFPA 13 Residential ( X ) NFPA 13R ( ) NFPA 13D Y Number of Sprinklers Flowing : ( ) 1 ( ) 2 ( ) 4 ( X ) 3 S ( ) Other T ( ) Specific Ruling Made by Date E M Listed Flow at Start Point - 9 . 0 Gpm System Type Listed Pres . at Start Point - 9 . 6 Psi ( X ) Wet ( ) Dry D MAXINNM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make GLOBE Model JN I Elevation at Highest Outlet - 33 Gpm Size 7 / 16 " K- Factor 4 . 2 G Note : Temperature Rating 155 N Calct� lation Gpm Required 143 . 58 Psi Required 73 . 39 At Test Summary C - Factor Used : Overhead 150 Underground 140 W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 7 - 30 - 96 Rated Cap . Cap . T Time of Test - @ Psi Elev . E Static ( Psi ) - 90 Elev . 0 R Residual ( Psi ) - 80 Other We11 Flow ( Gpm ) - 2400 Proof Flow Gpm S Elevation - 0 P Location : P L Source of Information : Y Computer Programs by Hydratec Inc . Route 111 Windham N . H . 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Page 4 VAIL EMPLOYEE HOUSING Date 082797 Fitting Legend Abbrev . Name A Generic Alarm Va B Generic Butterfly Valve C Swing Check Va1ve D Dry Pipe Valve E 90 ' Standard Elbow F 45 ' Elbow G Gate Valve K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow Q Flow Control Valve S F1ow Switch T 90 ° Flow thru Tee W Wafer Check Va1ve Z Wafer Check Valve Computer Programs by Hydratec Inc . Route 111 Windham N . H . USA 03087 Frontier Fire Protection Inc . Page 5 VAIL EMPLOYEE HOUSING Date OII2797 Unadjusted Fittings Table 1 / 2 3 / 4 1 1 1 / 9 1 1 / 2 2 2 1 / 2 3 3 1 / 2 q A 7 . 7 21 . 5 17 . 0 " B 7 10 12 C 9 5 5 7 9 11 19 16 19 22 � 9 . 5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 K 19 14 L 1 1 2 2 2 3 9 5 5 6 M 2 2 3 3 4 5 6 6 8 Q 18 29 35 S 2 2 2 3 4 5 6 7 8 10 T 3 4 5 6 8 10 12 15 17 20 w 10 . 3 Z 10 . 3 5 6 £? 10 12 19 16 18 20 24 A 17 27 29 B 9 10 12 19 21 C 27 32 45 55 65 76 87 98 109 130 D 47 E 12 14 18 22 27 35 90 4 � 50 6i E 5 7 9 11 13 17 19 2 �. 24 28 G ? 3 4 5 6 7 8 10 11 13 K 36 55 45 L 8 9 13 16 18 24 27 30 39 90 M 10 12 16 19 22 4 33 S 12 14 18 22 27 35 40 45 50 61 T 25 30 35 50 60 71 81 91 101 121 T�1 13 . 1 31 . 8 35 . 8 27 . 4 Z 13 . 1 31 . 8 35 . 8 27 . 4 Computer Programs by Hydratec Inc . Route 111 Windham N . H . USA 03087 Frontier Fire Protection Inc . Page 6 VAIL EMPLOYEE HOUSING Date 082797 Node Elevation K- Fact Press �low Density Area Press No . Actual Added Req . �eq . D001 33 9 . 2 10 . 79 13 . 77 . 1000 90 . 00 9 . 600 D002 33 9 . 2 1. 1 . 11 19 . 1000 190 11 . 1 D003 33 9 . 2 19 . 18 15 . 81 . 1000 130 9 . 6 19 33 11 . 29 20 33 12 . 06 10 33 14 . 82 16 33 17 . 04 11 33 19 . 18 12 23 . 75 28 . 52 13 23 . 75 33 . 7 14 23 . 75 34 . 72 15 25 . 75 42 . 1 18 27 . 75 47 . 36 25 2 ? . 75 49 . 06 26 24 . 66 51 . 25 27 19 , 66 64 . 87 TEST 0 73 . 39 100 The maximum velocity is 19 . 52 and it occures in the pipe between nodes 20 and 11 Computer Programs by Hydratec Inc . Route 1 "11 Windham N . H . USA 03087 Frontier Fire Protection Inc . Page 7 VAIL EMPLOYEE HOUSING Date 082797 Hyd . Qa Dia . Fitting Pipe Pt Pt Ref . " C " or Ftng ' s Pe PV * * * * * * * Note5 * * * * * * Point Qt Pf / UL E v . Ln . Total Pf Pn D001 13 . 77 0 . 884 1E 4 . 256 0 . 750 10 . 743 10 . 743 K Factor = 4 . 2 to 150 4 . 256 19 13 . 77 0 . 0993 5 . 006 0 . 497 Vel = 7 . 198 13 . 77 11 . 240 K Factor = 4 . 11 D002 14 . 00 0 . 884 1T 8 . 511 0 . 750 11 . 111 11 . 111 K Factor = 4 . 2 to 150 8 . 511 20 14 . 00 0 . 1025 9 . 261 0 . 949 Vel = 7 . 318 14 . 00 12 . 060 F< Factor = 4e03 D003 15 . 81 0 . 884 1E 4 . 256 0 . 750 14 . 176 14 . 176 K Factor = 4e2 to 150 4 . 256 10 15 . 81 0 . 1282 5 . 006 0 . 642 Vel = 8 . 265 15 . 81 14 . 818 K Factor = 4 . 11 19 13 . 77 0 . 884 8 . 250 11 . 241 11 . 241 to 150 20 13 . 77 0 . 0994 8 . 250 0 . 820 Vel = 7 . 198 20 14 . 00 0 . 884 lE 4 . 256 6 . 810 12 . 060 12 . 060 to 150 1T 8 . 511 12 . 767 11 27 . 77 0 . 3637 19 . 577 7 . 120 Vel = 14 . 516 27 . 77 19 . 180 K Factor = 6 . 34 10 15 . 81 0 . 884 1T 8 . 511 8 . 830 14 . 819 14 . 819 to 150 8 . 511 16 15 . 81 0 . 1283 17 . 341 2 . 225 Vel = 8 . 265 16 0 . 884 1T 8 . 511 8 . 120 17 . 044 17 , 044 to 150 8 . 511 11 15 . 81 0 . 1283 16 . 631 2 . 133 Vel = 8 . 265 11 27 . 77 1 . 109 1T 9 . 906 9 . 330 19 . 179 19 . 179 to 150 9 . 905 4 . 006 12 43 . 58 0 . 2775 19 . 235 5 . 337 Vel = 14 . 975 12 1 . 109 1E 3 . 962 4 . 790 28 . 522 28 . 522 to 150 1T 9 . 906 13 . 867 13 43 . 58 0 . 2775 18 . 657 5 . 177 Vel = 14 . 475 13 1 . 4 11 . 450 33 . 699 33 . 699 to 150 14 43 . 58 0 . 0H92 11 . 450 1 . 021 Vel = 9 . 0H3 14 1 . 4 4 � 4 . 862 72 . 950 34 . 721 34 . 721 to 150 19 . 448 - 0 . 866 15 43 . 5II 0 . 0892 92 . 398 8 . 243 Vel = 9 . 083 15 1 . 4 2E 4 . 862 59 . 000 42 . 097 42 . 097 to 150 9 . 724 - 0 . 866 18 43 . 58 0 . 0H92 68 . 724 6 . 131 Vel = 9 . 083 18 1 . 602 1T 11 . 799 13 . 200 97 . 362 47 . 362 to 150 2E 5 . 899 23 . 596 25 43 . 58 0 . 0463 36 . 796 1 . 703 Vel = 6 . 937 Computer Programs by Hydratec Inc , Route 1 :L1 Windh �m N . H . USA 03087 Frontier Fire Protection Inc . Page 8 VAIL EMPLOYEF HOUSING Date 082797 Hyd . Qa Diaa Fitting Pipe Pt Pt Ref . " C " or Ftng ' s Pe PV * * * * * * * NOte5 * * * * * * Point Qt Pf / UL E v . Ln . Total Pf Pn 25 2 . 159 2E 6 . 112 14 . 580 49 . 064 49 . 064 to 120 2T 12 . 224 36 . 671 1 . 338 26 43 . 58 0 . 0165 51 . 251 0 . 847 Vel = 3 . 837 26 2 . 154 1T 12 . 224 9 . 080 51 . 250 51 . 250 to 120 lE 6 . 112 18 . 336 13 . 166 Fixed loss = 11 27 43 . 58 0 . 0165 27 . 416 0 . 453 Ve1 = 3 . 837 27 8 . 325 lE 27 . 839 145 . 000 64 . 869 64 . 869 to 140 1F 13 . 920 102 . 078 8 . 515 TEST 43 . 58 1T 54 . 132 247 . 078 0 . 004 Vel = 0 . 257 1G 6 . 187 100 , 00 Qa = 100 . 00 143 . 58 73 . 3BII K Factor = 16 , 76 Compu � er Programs by Hydratec Inc . Route 111 Windham N . H . USA 03087 �����i.: : �.�p , � PK�� ��� �x�-� ��r>�,� �$'.�„� � y ��� � � . �� �(�� �'f �� � . ��� � � �.�r��(��f � � � _�9�/��J��' � �� � . Fir� i�'r�t�ckio�a b§r C�a�rapaaker C}e�agri � ��,�!�t� k �_�_���� ti� ' -� ��i 4 �,� ,�G'�`��`s°`� *�� �� F l � > . � — �'p '°� ,� �. "^+ . 's�q� � "`'h •q�1�v„, r i��r ;�.�, Frontier Fire Protection Inc . 2617 West Holden P1ace . Denver Colorado 80204 629 - 0221 Job Name : VAIL EMPLOYEE HOUSING Building : THIRD FLOOR - AREA # 2 Location : 1309 VAIL VALLEY DRIVE VAIZ COLORADO System . 1 Contract : 97 - 2700 Data Fi1e : 2700 - 1 . WX1 Computer Programs by Hydratec Inc . Route 111 Windham N . I-I . USA 0308 '1 Frontier Fire Protection Inc . Page 1 VAIL EMPLOYEE HOUSING Date 082797 HYDRAULIC DESIGN INFORMATION SHEET Name - VAIL EMPLOYEE HOUSING Date - 9 - 30 - 97 Location - 1309 VAIL VALLEY DRIVE VAIL COLORADO Building - THIRD FLOOR - AREA # 2 System No . - 1 Contractor - FRONTIER FIRE PROTECTION INC . Contract No . - 97 - 2700 Calculated By - R . BERGER Drawing No . - 1 OF 2 Construction : ( X ) Combustible ( ) Non - Combustible Ceiling Height 8 ' - 0 " OCCUPANCY - RESIDENTIAL S Type of Calculation : ( ) NFPA 13 Residential ( X ) NFPA 13R ( ) NFPA 13D Y Number of Sprinklers Flowinga ( X ) 1 ( ) 2 ( ) 4 ( ) S ( ) Other T ( ) Specific Ruling Made by Date E M Listed Flow at Start Point -- 1H . 0 Gpm System Type Listed Pres . at Start Point - 18 . 4 Psi ( X ) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic I'low Added - Gpm Sprinkler or Nozzle S Additional Flow Added - 100 Gpm Make GLOBE Model JN I Elevation at Highest Outlet - 33 Gpm Size 7 / 16 " K- Factor 4 . 2 G Note : Temperature Rating 155 N Calculation Gpm Required 118 , 02 Psi Required 55 . 70 At Test Summary C - Factor Used : Overhead 150 Underground 140 W Water Flow Test : Pump Data : Tank or Reservoir : A Date of Test - 7 - 30 - 96 Rated Cap . Cap . T Time of Test - @ Psi Elev . E Static ( Psi ) - 90 Elev . 0 R Residual ( Psi ) - HO Other Well Flow ( Gpm ) - 2400 Proof Flow Gpm S Elevation - 0 P Location : P L Source of Information : Y Computer Programs by Hydrat. ec Inc . Ftoute 111 windk� am N . H . USA 03087 H � H a � � a a Ha � � a � � a � � o C7 � cv N � N O � � N M O N Co N �' � � O � � u��iU � � � N � � 3 m .r, � . . � • • o a� .t3 a� 3 ro owa� � Q �° � � � � � _. �+ � � v � a� v � a�i > +� � cn m � va � � � o 0 0 �s w �nv� xxHV� I I I I N O r-I N N � U O Q Q Q Q a' N � r � � O � m N � �p O N O � � N � \ � ti �3 a Q • � � x � � '-' � z � . 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LJ �A 03087 i ,f , 4 c � Frontier Fire Protection Inc . �t VAIL EMPLOYEE HOUSING Page 5 Date 082797 � Node Elevation K- Pact Press L'low ; �o . Density Area Press Actual Added Req . , Req . D003 33 9 . 2 1H . 9 18 . 02 19 33 . 1000 lII0 lg , q 29 . 75 20 33 29 . 75 10 33 19 . 22 16 33 22 . 09 11 33 24 . 75 12 23 . 75 29 . 8 13 23 . 75 30 . 81 19 23 . 75 31 . 01 15 25 . 75 31 . 75 18 27 . 75 32 . 08 25 z � ' � 5 32 . 41 26 29 . 66 33 . 91 27 19 . 66 47 . 18 TEST 0 55 . 7 100 The maximum velocity is 9 . 41 and it occures in the pipe between nodes D003 and 10 Computer Programs by Hydratec Inc . Route 111 Windham N . H . USA 03087 � Frontier Fire Protection Inc . !� VAIL EMPLOYEE HOUSING Page 6 Date 082797 ( Hyd . Qa Dia . Fittin i Ref . � � C �� J Pipe Pt Pt Point Qt Pf / UL � r Ftng ' s Pf pV * * * * * * * Notes E v . Ln . Total * * * * * * Pn ; D003 18 , 00 0 . 884 1E ' to 4 . 256 0 . 750 18 . 400 18 . 400 K Factor = q , 2 ' 150 4 . 256 ' 10 18 . 00 0 . 1630 5 . 006 0 . 816 Vel = 9 . 409 18 . 00 ! 19 . 216 K Factor = 4 . 11 19 � 0 . 884 � to 150 8 . 250 24 . 755 24 . 755 20 0 p 0 8 . 250 0 0 Vel = 0 20 � 0 . 884 lE 4 . 256 6 . 810 24 . 755 24 . 755 to 150 1T 8 . 511 12 . 767 11 0 p 0 19 . 577 0 0 Vel = 0 24 . 755 K Factor = � 0 18 , 00 0 . 884 1T 8 . 511 8 . 830 19 . 217 19 . 217 to 150 8 . 511 16 18 . 00 0 . 1631 17 . 341 2 . 828 Ve1 = 9 . 409 16 0 . 884 1T 8 . 511 8 . 120 22 . 044 22 . 044 to 150 11 18 . 00 0 . 1631 8 . 511 16 . 631 2 . 712 Vel = 9 . 409 11 1 . 109 1T 9 , 906 9 . 330 24 . 755 24 . 755 to 150 12 18 . 00 0 . 0541 9 • 905 4 . 006 19 . 235 1 . 040 Vel = 5 . 979 12 1 . 109 lE 3 . 962 4 . 790 29 . 801 29 . 801 to 150 1T 9 . 906 13 . 867 13 18 . 00 0 . 0540 18 . 657 1 . 008 Vel = 5 . 979 13 0 . 01 1 . 4 to 150 11 . 450 30 . 810 30 . 810 14 18 . 01 0 . 0174 11 . 450 0 . 199 Vel = 3 . 754 14 - 0 . 01 1 . 4 4E 4 , 862 72 . 950 31 . 009 31 . 009 tO 150 15 18 . 00 0 . 0174 19 • 448 - 0 . 866 92 . 398 1 . 606 Vel = 3 . 752 15 1 . 4 2E 4 . 862 59 . 000 31 . 749 31 . 749 to 150 18 18 . 00 0 . 0174 9 � � 24 - 0 . 866 68 . 724 1 . 194 Vel = 3 . 752 18 0 < O1 1 . 602 1T 11 . 79g 13 . 200 32 . 077 32 . 077 to 150 2E 5 . 899 23 . 596 25 18 , 01 0 . 0090 36 . 796 0 . 332 Vel = 2 . 867 25 2 . 154 2E 6 . 112 14 . 580 32 . 409 32 . 409 to 120 2T 12 . 224 36 . 671 1 . 338 26 18 . 01 0 . 0032 51 . 251 0 . 165 Vel = 1 . 586 26 2 . 154 to 1T 12 • 224 13 . 200 33 . 912 33 . 912 120 1E 6 . 112 18 . 336 13 . 166 27 18 . 01 0 . 0032 Fixed loss = 11 31 . 536 0 . 102 Vel = 1 . 586 27 � . 01 8 . 325 lE 27 . 839 145 . 000 47 . 180 47 . 180 to 140 1F 13 . 920 102 . 078 8 . 515 TEST 18 . 02 1T 54 . 132 247 . 078 0 . 001 1G 6 . 187 Vel = 0 . 106 Computer Programs by Hydratec Inc . 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PARR�''ET ARY M. ° e V W/DRIP, G4LOR INTERST�TE ( � _= C � * ADAMS * EL �28�_��� • 33 � ..�` � GREEN #�1534 l, � " _ a � , �� E2a -o B•101� � !4" DIA, PREMANUFAGIURED � , lj NEW 5' S Q SIGN FOR � p � I �IBERGLA55 GOLUMNS ; ; - - -_ - + SEGOND FLOOR TENRNT w � �� I � = E I.�`.5. GOLOR �I — NEW BLUE FABRIG AWNING E AR���� 1 , � O O � - m � _ q A � , O ,� E�i F 5. G O L O R #2 1 FOR SEGOND FLOOR TENAN" � o � � TYP -- R � _ ^ ___ ' 96285 (f� ' " � ri T.O. SLAB � r�y � �" OF�SE?' �� � � I.F.S. �f' ' � � �ay A� ! � T.�. �LP�B PROJECT N0. h � �L. (12�-0— ��¢ � ALIGN # � ALIGN _ �sE p'� _ � IGH7 FIXTURE S�E, � E I F 5 GO OR � � EL. 112�_O�� � � � `S' � � � f EL�GTRIGAL DWGS �I � 5 1 � X w � � � f _ —'___—� -- A7 1� --� - _ n , q o " — 6 �p 8 . � E.! F.5 GOL.OR #i A-T,� 1 � 1 x � � � 't.0 A"1.1 E— --� - - -' I.id < , E.1 F S. GOLOR �2 � , T O SLRB ! , - � - 1 I � T.O. 5LA8 � ,� , EL 100�_��� ---- - - - " , EL. I DO'-O" � � EX!57)NG DOORS � 00 � EXISTING NEYV STOR �R4NT d � I STOREFRONT FRAMES, WINDOW FRAMES AUTOM�4T1 DODRS � - �Q PTD TO MATGN BERRAGE INTER57'A'CE Gf?EEN _ � r � RE�.�GA�E EX1571NG 51GN HARTFORE? GRE�N ����152� O n . TO NEW LOGATION EXISTING PAY PHONES TO REMAIN � U � ' � w ' SOUTH ELEVATI�N - EAST ELEVATIC)N W � � , w <t � � � , n ! , 2 (� n Q6 6 5 4 3 � 1..lNE OF EX. � O w � ' 4 BALLASTED RQOF � ; TO B� REFURBt51-�ED W U e f` ``' A� i EX1571NG RAILS PTD � W/NEW �f'DM ROOF � � �,•' \ ��' 70 MATGH E I F.S 6, I� � � o T.O NEW Pf�RAPET , _ __ ._ __ _ _ ;�''`�, � `'°..�n ` GOLOR^��__ __ _._ __ .____�_ _ _ _.._____�___ _ �D A'1.( PREFINISHED P�LUM. PARPET W � � EL 130�-0�� � � �� ( ; t f � , � GAP 1NTERSTATE GREEN UG�51524 �an�nNC nn.E � W � T O EX. PARI�PET ;� _ _ - _ -_ -- -_ _ � - - - _ _ __ .. . �_ __ _ _ __ _ ___ . __ __ __ _ �_ _ _.._1,�_ - _� -_ _ - -_- -- _�_ __ .. _._ __ __ _.. _.. _� _ � _ EXf'ANSION JOINT, Q Z 5EE DETAIL 12, 5HT A� 1 , � W ��.. (Za�_0�� � .� !28'-O�� - ,,� Q o - �� T.O PARAPET c� �. � .� a o I I GOLOR C f I E.1 F.S. G4L.OR #2 1 - PREFINISHED ALUMINUM � � E i F 5 �i-�� P`� � 4 2� PARAPET GAP �`� EX15Tf G "' PAIN7 EXISTIHG ADA GGE55 ( �� BERRIDGE H,qRTFORD GREEN � � W � DOOR $ WINDOW HANDI AP RAMP � � � , � FRAME INTERSTATE _ � �—' � # � �.�... �.,� � N � n GREEN UG �515�4 f 4 E I F 5 GOLOR 2 To SLRB � � � 6 a < < N � Q oc c� � — — — _.... T E,f F.S. GOL.OR �I � � � w ►. � EL. ((2i_O�� z � OO �"� � m N �� � � w O �; N E I F S GOLOR �� � � F j 0 ♦,� 4 � } z � `r v, r O Z z � o (�J N � � N�R T H E L E V A 7 I C}N - �� ALUMINUM STOREFRC1N7' � � � � , T O �L�4B WINDOW SY57EM W EL IOO�-O�� � 0 4d BERRIDG� HARTFORD GREEN � � � h N . Q E I P 5. GOLOR #2 � � ' PREFINISNED ALUM. PARPET 4 ,�M 2� � ' , GAP INTERSTATE GREEN UG�51524 + �'+ �" OFFSET, TYP � � 2 n- � • a LINE OF EX BALLASTED � D A� � Q � ►- ROOF TO BE REFUR815HED �+ i�, E I F.S GOLOR �1 z W/NEW EPDM ROOF � _ ,--,� �-__ _ _� .-. _, ,.��._. _, , iii � ; � k ` , + ; ; ; � { Q _ v i t a � � � V/ i � � � . , t � t , � 4 + � ; i � ; " ' i � } : � ; ; � � ' ; _; TQ. NEW PP�RRPET `� = _ I.IGHTFiXTURE � '1O � F , , _�_: 1 _i t '._ _� t � � �, � . I l � y ' j;�-;-�--°°°-="°--x#�-----�- --�� , ; '� ;'--�'�.. I�✓'O�--O�� � Q BERRIDG-�E HARTFORD GREEN "'_' z ! ' � ; -t=-- v �� < �--- - --_� __ . .. __ � _ � _ __. __ _.,_ _ �_. _ .__ __ __ _ _. ._ �.- - � _` - -�--�-; � T O. EX. 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BUI.KHEAd TO REMAIN �� 1.� � -�� ---- ----- --- -- - --- - -- �L � � � o I" GLEA.R INSULATED HEA7 ' 4 � � ' � v MIRROR 6�A55 , { � EXISTIN6 WALL FRAMING d 3/4° INSULATICN $OARD XO fZEMAIN J � , i ` INE�IJLATION '60ARD A�REQlJIi2EUPFOR NEW ��I F 5 5'tE � N RLUM ST�REFRONT VrINDOW 5Y5't'EM k � r I I � � ,� i � � � � i i PLOOfZ PLANS �QR LOGATION OF NEW INTERIOR FINI5HE5 � � •r - REMOVE EXISTING WALi., FRAMING d , „ FINl5HE5 � GL.A55 GREENHOUSE, � � � ' � 0 p RAILING AN� DEGK,SEE ; � � � � ' , W o DEMOLITI�N PLAN d NEW ELEVATIONS � , i , � � : 2" E 1.�5,SEE 9PEG5 � .. ,� EXI5TIN6 STRUGTUtzAI. GOLUMN , ; ; � { REMOYE EXISTING WItv6 � � ..--� � � ° TO REMAIN � � i b , , WALLS,5EE DEMOLItIOht '- , a ° f � Al0 ' � PLAN s ELEVA710N F`- � t ; J � a , I � � � o �IIS,_Ou I � 1 � , • J EXISTING INTERIOR GONGRETE SLAB T O. SILL . 1 ( � , ' . W � � d MTL DEGK TO REMAIN � � ' � ' � � EXISTING WOOD RAILING TD REMA{N d 6E PTD, - � � ' GOLOR TO MATGH E i F 5 �A�nNG nr�E W REMOVE EXISTING EXTERIOR DEGKiNG , ' , , � d RAIL, FLOOR STRUGTURAI. �RAMING � ' , , Z , SEE STRUGTI/RAL DWGS ; NEW G N T UGTION XlSTING GONSTkUGTIGN + ' ; � �.► f � ` � - ° , i � , � ° PiEW BASE TO MATGH AD.IAGENT ( ' � ; � '_ � o PRO�ILE d PIN15H, TYP �112,�p„ � ' , � � . ^ � EXISTING LAY-IN AGOUSTIG GEILING TILE t0 REMAiN � � "� � _ _ � �r T O SLAB� - __ ---- �� _ - - - _ - -�r r" ��_ �r� -' _ _ _-��-- �- _ ______-�T- �__ --._ ---i� -- -� ��- - -- -- -- - - - ^- _-,.� _ , - -___ _ - - - - - - , r NEW GONGRETE SLAB d MTL DEGK TO _ i I' ' ; ' '! � ' � � ---__, , - _ __ �,_'_T� `_ - - '_ ; � � � � ��' � , AL IGN W/EXlSTI NG,5EE STRUGTURAL �f � I1� J� J��L �� �� J L J L J L {__=� ._," -- , � -- , --_ , , D�� I10'-O" A"1 I L I -_ � - ,-,_= -_- --- - - NEW 3/4 �XPAN510N ,lUINT l^UELASTIG FILLER � ■ ,.. BO. SO�FJT �^__._ __ _ i � -_ __ _ _ __._._ _._._ __�__._� ____ __ __._� _-- ------ __�__ � _ -- -- --- , , =_ _ � , � - V♦ w ; � � - NEW ASPHALT ROAD PAVlN�, 5EE 5lTE PLAcN � , � µ� -� - -, _ FOR I.OGATION W � a REMOVE EXI5TIN6 50FFfT d FRAMINC - ----+ -- - --- --- - ----- - ---- - -----__ ____�--- - - -- -- --�---- � � - - - - -- - - - - --� G- - - T - �, _� _, :. LL� `� , A5 REQUIRED FOR NEW GONSTRUGTION - � �` � --� - - - , __ , , c� j � ._, � , � _f_'- .� �-__ - _ �XfSTING fAMPAGTcD 6RAVEL TO REMAIN, � < � PROVIDc NEW A5 REQl11REp � PROVIDE FIRE RATED WOOD FURRING �- - ' ` -� a TD STRUGTURE A30VE,A5 REQUIRED �, �--_ ___ :�__�' � :__ __ �._ ti-�- --- -- ^__`_M1,_" =;�` _.._._:^�ii. ._,_ ____._ 4 ° _ � i; ' - _, _ � w _ FOR NEW 50�FIT � � , � � �, 0 , �\ EXI5T1N6 EARTH, GOMPAGT A5 REQU;RER DUE � s -r� � EQ 4,,�e EQ , � TO NEW GCNSTRUGT(ON '^ ( ' � � - L1Gk�tT � � NEW STEEL STRUGNRE SUILT UP � ' � FIXTUR� ' a � �_ -- -----,_ __ � � _ _..._.______---- m �_--._.,_._____,___---- -__, � ` _.____ __ r. OVER EXISTING, 5FE 57RUGTURAL . -�-- --..__.._____` __.__._._ Q7 �------- --_ __�, ___._._ �_ __.,_ � � � DWGS � � ' � , � o o I'-q" �'-qp EXlSTlNG F1.04R SLAB, FOUNDATl01�WALL d EXlSTING STRUGTURE TO REMAIN , . � � FOOTIN� TO REM�IN � � � , � , O �r , ' � ; � EX15TItQG � � '' AIIfOMATIG � � z ___ __--- -------. � I ( _--_�-_^___-__�._`____^�� --i r�LLER � -��=�-�-_� �:: __;�`�- - -- � � MAGHINE � �/� � � 2" WALL R�vEAL V J < Ex15tING LAY-IN AGOUSTlG GEILING � Q -PITIGON ' TO REMAIN - � " � � � 51M! � � �XI5TiNG 5WR-240-050 � � , � A'O . NIGHT OR EQUAL , ; � 2 _ _ ___.._ __ _' I __.___. __,.__�f_`._____._.,__�._ _ DROP __ _,__. _____.�._...__..�..��_. ( < .__ __ _ ____�- - , � ------_ .____... w__ �.__._, ------- --_ - ------- -_,__ .___.___ , > z , r,�.r � BOX � { _, , � EXISTINS 570REFRONT d G^IALL TO ' ` %� � 51M� 4 � � � � o REMAIN,5EE CEMOLITION PLAN 3 ELEVATlON � �'` ; `r _� , � j FOR EXTENT OF NCW WORK � , w ►oo�_o" _ � , aao,�cT nnE � ■ , �TD 5LA ` ,- - - - - --- - - - - - - -- - -- ---- - - - - ----- ' NEW P I P GGNGRETE SIDEWALK ,.,, y � 1� / � -- -- -`� ^ ON 6RADE �a` �a�t -� :�f-..- -_-�-- ---_� -_°-`"'�v' -- '°�'- --'� _ -- - - --- -- - -- - ---- --- - -- - _ _ _ _ . _ . _ � - _ � - -� � .� 'i r_+ /-'�7 � �,-� �..�I�� � i--� _; .'-1 �-1 rl _ ,-:t � . ' ,,,, ' _ ' ' .. f_ - __ ' _. , � �"_ ' ' `_ � F_ , 1__� '__ � _'`s��_._^..-.L:' '._ . _v# '�'. _-' '.,,. ' . '� � 1 - - - - - - , - - flATE s-2o-s� � NEW 3/4° EXPAN710N .t01NT YV/ ----_ � , ;'= - - _ -" � - � �-� � = � ' ' A TI A -_ , -- __ - - � _ --- - --- - - - � SCALE 1�2* ��"'�� � EL 5 G 5E LER _ , ", - � _ - - _ _ f _ ___ _ DRANM BY CD,GF,AV —_ - - � — c►c�ea. sY CD,KS EXISTING GOMPAGTED GfZAVEL TO ' -- - --_ 1 RE� � 9-5-87 REMAiN, PROVIDE NEW A5 REQUIRED � ' =J - - REV. � i_ _ --^ ` - EXI�TING FLOOR 5(.AB,FDUNDA7kON �- -- -- - --• l --__ _ _ i REv WALL d FOOTING TO R�MA1N j � CADFILE Ag2 - - -- �- - - - - i , ( + ORANrtNG N0. ENLARC�ED SECTiON AT ENTRY EAST EI.EVATI�N OF VESTtBULE ENLARGED SEGTION AT LDADlNG i/�"= I'-C�" I/2"=I�_O'� I/2"-��_U„ f�E: A .O , RE: A3.0 RE: A3 O � cad itla� A60 �od tBo�ENTRYE4� �acl f►te A60 ► - . r _ __ _ _ __ _ _ _ ___ __ _ , - _ _ _ - - - � . �_ �. _ _ , _ ; _ _ ._ � �-.._- �_, � ` �_ � � - - � � � ' � � � � � ` � � i � � � � , " � � � � �� , � � � - _ � � ` � • - � - _' , ° - - , � , „ ' ; . _ , � - , , ` - ` ' . . - � , � � _ k G - � � ' 3-5/8' M�TA[.STUD � � _ 5I8" TYPE 'X'GYP�BD. ' ° ( � � � � , - , , s ' P051'�tOH 70 EkGL05E , • , � � PRE�{N15HED GAL.VANIZED MTL RI GE � q-�,� - ; � � -- � - - ` E�qSTlNG GOk.UF1N . ` . LINE OF THRESMOLD � 5TEELRIDG� BED.M, 5�E / ' _ , � , •� , , AIJTOMA'flC5i.1DINGDObRS � � STRUGTURAL DWG � \ T.O. MTL. R�O� ' , 8���� � � NEW GALVRNIZED 57EEL GAP, i . � • ' . ` � � � � PREFINISHED GALVANtZED MTl., a , EL. {�S �O GOLOR INTERSTATE GREEN _ } . , � - * - " _ � ` FIRE-RE�ISTANT W?BI.KNG , SNAP SEAM ROOF W/(2" PANEi.�S, � ` T O. STEEL � UG #5i524 � - / � - - GOLOR INTERSTATE GREEN UG �S1524 + �� � �xb WOOD 5TUD5 � tb" D.G. �J t � -, .. - ' � STEEL STF�GNRE � EL. 134 -5 _ - S�E STRUGTURAL DWGS _ - _ ` - �f ����� ��' " - 1/2" 05B SHEAT lNG 12 � _ � -- , " , 2�'WOOD STRUG1URAk.�TWS ' _ _ � - RE: 57'f�JGT.DW�S ° " ' — - ' - 6` F41L FAGEQ$ATT � _ � 12 , V�" OSB SHEATHING � � � INSULAT(ON N�W ADHERED EPDM MEMBRANE � OF �i0�o � ` ` � � _ �xb WOOD 57UD5 � Ib" .G, i I 't /Q � . . U2" EXT.6YP.BD. � SEE S7RUG'I'k1RAL DVVC�.� � , ROOFING .�� � - �'`Q' '��D � , � , � � , � �TM��'' � NEW GRAVEL BALLAST GARY M. � i � � ` � STEEL GOLUMN, 5EE STRUGTURAL D . � � * ADAMS * , � NEW PdLYSrYRENE ROOF � 1 -�O�G � ' � ' ` - INSULATION TO ALIGN W/EX15T{NG �,T.O. NEW PARAPET fi (' f - . . - I/4" � f Z'-0" � �/4" , l.INE OP REyEAL ` PREFINISHED GALVANIZ�D MTL G LE I l ' EL. t30'-O" l/ v � ' � s " 2� E�,p,�, GLIP W/pR1P t�EVJ STEEL STRUG'NRE, 5EE C' � ; . £ ���e• y r��-o In• < ��ie• r � srRUC�a�. �wcs. � f� ���'� � 2" E (.F.S. ON i/�" REGOMM�ND�D E. .F 5. � . ; - y 4 7/8" ' "12'-'t 3/4y , - � 5UB5TRATE, RE: SPEGS � I N�W GONGRETE d MTL. R�OF , , � _ 6AGKER ROD 1 SEALANT I A'1.1 DEGK TO ALIGN W/EXlStING, j f ' ` _ - . . - ` - ` � . � EXTEND EPDM UP WALL B�HIND E.t .5. - a " ` SEE STRUGTURAL DWCS, _ 9�2Brj � • N � ' , , " � _ ' ` MIN. 2'-4" - � - � PROJECF N0. ° ' _ - 2X6 WOOD 5TUD5 � !6" .G + ' " EW LAY-1N G�lLING TIL,E d GRip - � "' � � � ' ` At.iT�MATIC D�tJR-JAMB-C3ETAIL ' , � - - , TO MAtGH EXI5TING L.AYOUT, FINISH � ' r , , � � 1/2� _ ` 1�-D� , ' ' � � PROFILE TO ALIGN W/ EXISTING � m ' ' , , _ ' • ��frN.�E.,'.�l.t�.lAM Y ' ` , . �_T_O E>c ROOF SLAB � ao � • � � _ { � E .L 126�_O„ {� o � ` _ . - ` ' - ' ' " , ' , Z � < _� - , - . , , _ � ' � .� +. � - - , � - . . � - _ - � - : � � , � � � � � � _ . - t a , , � . - , - . - _ � W n y � a,wr-r.sraiE�RO►ar wit�ow SYSr� - - . - A7.i � °° , " , ' " W/i'C.LEAR iNSULATEt? HEAT MIRROR ` - . - � , � i . ` " ` GLR55 � � , �� �� � � , � � e � _ , , � E.I.F.S. N 1/� EXTE 14R GYP. �f • „ ' . � - � , ' , _ , - I SHEATHIN " - � Z ^ i � � - _ � ' � � � - � � � � ,°� - - _ ' , . WOOD$LOGKING - t � � , - - � , � . , ` � ` J � i , ` " _ y � SEALANT d BAGkER RQD � � - _ ' _ 6" FOIL FAGED BATT 1N5ULAT10N � = N ;� - r , � ° ,, I�FINISWED A1.1JM.fLA5Fi1NG W/ s p u " � 5/8 TYPE X GYP. BD. TO ALIGN W/ m ' _ ° { ~ ', , DRIP TO MATGH STOREFRQN'f GO(.OR _ - - - I EXISTINCS ' ( � ' Q n NEW BASE TD MATGH ADJAGENT ° ; ' , . � _ " - ►�-�•- � ,..�...,� ' - , i���x�sf+E�6�.v��z�rar�..� - � . � _ � � _ _ " _ W ' � _ SrAND�NG SEAM RoOf`.i^V12`PAt+lEt.9, � . _ 4 ' o 9TEEL PLAT� ` 5EE ARGHITEGT FOR GOLOR � ' ' NEW STEEL STRUGTURE, 5EE 5TRUGTURAL DWGS. � w � � � � _ �re�[.�re r�m;, - . - - � N�W �LOOR FINISH 70 MATGH ADJAGENT � ' . ° i � n F .(� � , To rwrc,H c,worr , , - _ r 8(ZEAJC MTL. FLASNIN6 GAP . � ( _ Q < I� 3� �eo sree�..�pe, < 1 � '4 ` "��-��''Q�T� � - � NEW DBL 3!4" PLYWOOD D�GK TO AL1GN W/EXfS'FING, ' J � � . , ' � ' _ E�.._ I 15�-�" � � 2� WOOD S,TU[�5 O Ib" O.G. _ - � � � SEE STFtUG'NRAL DWGS. , � Z . ■ o u ` �y, ,i',TIE ROD � �"p011. FAG�D pATT INSUl.A710N � ' - , ; � N�W �ARPET � PAD TO MATGH ADJRGENT, RE: �3 ! "� W � � � , _., EL I i4�_6'� - . 5/8°tYr� �x"GYP. BD.. 518"nrPE GYp B� ON v8' HAT � OR��nNG nnE � � _ - � � � " 2" E.f.FS c�VER 1/2'fZ�GOMMENDED E.1.�5. ` GNAI�EL I6"O.G. d HUNG Mi1 _ � ' NEW MTL. DEGIC d GONGREtE SLAB TD ALIGN W/EXI517NG, � > � , � . - � � - �gp��p� � _ t-t/2"MTL.GHAt�lEL5 a 4�-0' OC. ° , SEE STRUGTURAL DWGS. A . - - ° _ 1 WlRE TtE5 _ _ � _ . STEEI. Pl.A7E s ' r ` , » � W 0 '" v � 1 � . STEEL y,f�JGTURE 5�� y,f�GNRAL 5/8° TYPE "X" GYP. BD. ON '7/8" M't`L. FURRING � 16" O.G. ' - - � a ' ` THREADED STEEL PIPE Y�LDED 7D FLATF p�. n , _ HUNG W/t-I/2" MTL. GHAfiI1VEL5 3 WIRE T1E5 � 4'-4' O G. _ � '� o � 4 } _ . - ` , XUBE STEEL,5EE 57RU�'.'fUR�4(. DWGS. . ' , , ^ 3/4" PI.YVJOOD D�GKING , - �� ~ � � � � ¢ � W � ELEVATION tl ° � .- � , ro,v.r�w���rir� . . > > , � � _ � y , � . . � -+ RE: STRUG'tt�E DWGS. . , , � GENTEFZ OF�"PLATE s/8" nPE Nx�� GYt� BD, P7D. ° � � DET�41L AT STEEL PL�tTE � �� �� � •� � - il � - AUTOMATIG SLIDI�IG DOc7R MOTOR HQU5ING BEYOND � _ , . _ � _ 112 8 _ � � . � � . •- � � ' RDUTER GUT DRlP --� , � T . � - �L.EGTI�ONtG MOtOR SEN50R � � T O. SLAB � W � � - - � � _ , , _ _ �� � , - - , , tt�E ST�t. WELDEp TD 5T't1D�. - - ' ` _ . ' , i� E����_�� � � � ' . ' � GFtf I� SMOOTH ALL J0111T5,GOLOR � ` � ' _' . BY ARGHlT�GTt 5EE STRUG7URAL DWC�S: " � � ` A1.1 � z . � , f/4"X 3I4" BENT MTL.BAND.I^1�LD TO I,`�Q• r � � ' � - , FRAME- ^ ' ' � ( . � � � x . , , - � ' ' . I' T��RQD ` _ � W . . � � � , , , 3/8"GtEAR TEMF'Ei2ED SAFETY 6L.A�1 N6 ` r & . � : � ` tb GA,�GONTIW�OU�'s6ENT�TAINER GUP � ° > � N � NEW STEEI. STRUGUTRE�TOLLALiGN ~ � , ee'rr��r p,���,w�t�fl ro �va� s�E�, � Q � - B.O. 54FFlTIT.C�. MULLION �!$tl D�p U°IP ' ' W/EXI571NG, SEE STFZUGTURAL I R DWGS, , , , ��. ���t�Q„ , _ , _ ° � _ L.AY-IN AGOUSTIG TILE , � ■ ry a , , a � - GEILING 3 GRiD, 5EE � ' � - ( 1 ` !1' 3/4'GONTINJOl1r l2EGLET � RE�LEGTED GEILING PLAN � x , � T.O. GANOPY � ��� �vEAt. pTD.s�.�K - ! � W , � � EL. IDa`_,4�� � • . � /� u � J j� � ' � � PARTITiON TYPE 5 � ` ' �1t6� StEEL,SEE�TRUGtuRAt /� . O " ATM � u ; � ' �wr�'' ���° , _ , � - WAITING , p � 101 � < � ` / � 102 � - 2 LAYERS �" F.I.F.S. ON BLDG. � � Z � B4O. GANOP � 5LiD1NC� SLIDING GORNER 15T FL: dNLY, 5EE � , � - EL. IOS� �� - . BAGKER ROD � �ALANT - �_ . O, � �� ELEVATIONS z 2 WALL VEAL--PITTGDN R�GE55ED ENTRANGE MAT Q o � 5 L GOMP051TE PANEL,FINISH TO 5/8" TYPE 'X` 6YP. BD. r ' O 5WR-200 �O, OR APPROV EQUAL BASE, RE. A3.0 � - - � MATGH STOREFRON?1�J(.L.IONS ' ,�-- ` a ' AUTOM I DOOR FINISHEQ PLOOR, RE: A3.0 . � �.r...-- � I/� 3I4 GONTINUOUS FtEGLET l SYSTE � PRt�CT TiTLE 0 ■ a 'tIJBE STEEL RE= STRUG'NRAL DW6S, ---"'' ��- t1EW P.I.f� GONGRETE SLAB ON � r.o. DooR oa� 6-2a-97 ' E�... ��4--C7" � WC70D BL4GKING ' ALUM STOREFRONr � GRADE, 5EE STRUGTURAL DWGS. 13 �T�r �9�k ' - ' ' WtNP01^i 5Y51'�M W/ � EXISTIN� GR�.VFL, GOMPAGT ,� t 51M. SCA�E AS NOTEQ ELEYATIONS s DIM�NSION3 ��'` 2' E{.�.5.ON I/�' I�GOMhtENDfQ ` " f' G4EAR INSU{..aTED � � ` ' FOR STEEL GONNEGTOR - - -- NEWRFOUNQAVTION WALL d F40TIN �� 8� �re nie�s►iorw^s � E IF.S.5U65TRA1'� RE: 5P�G5 � �HEAT MIRROR GLA55 � C-?° l � Ca. GF. AV � TNOUGH LOGKlNG 5TRAIGHT • . 5EE STRUG7URAL DWGS � T D SLAB c�c'�o. eY (',�. �($ 2, X 5!8 WAL.L R�AL-- ON ,t� JL.�'�L.�'�NT , OR EVN�N'�'�W�� � 0`5 •< • ` ' r ', O y c � � • ,�Y��,k. -�-" / • ^'r�o` • �.• X k , r • ' • � • � .,?,�.� x, r ;y+�..• Y,� ,3. � 1 LL ����^Oi� Gt1T(11T0 t ►+ELD TO - ` �� 1 ��`�l � " I �� {� '�i �., � � ! I �� I��—� � i — 1 —i �— � —�� `� —� �I � � � � � ��� ' i� � I ����� REV. � ��T c 7 t �_.-__ � —} { 1 � f---( � �1__ �--^_ * �S�<+...aK,..' r ._C.�ax�,�`iY.. �'Y �,., +�! 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BEYOND - REMAIN, PROVIDE NEW A5 REt'�UlRED � ` RIG1D �Ol1NDATION INSUL�710F! �' . ! ; ' � RE 5PEG5 � �. - � EXISTING GOMPAGTED EARTN, PROViD � , � • � NEW AS REQlJIRED " , � � _ � ■ , � . ENt.ARQED WALL SECTI�N AT ENTRY ENLARt3ED SECTION AT ENTRY , �p_�,`� . , , �: �.o , , ii2 _i a . _ IZE: D�,3.0 . � GI4D FI.E: CAWOPY2 'GAD FILL: AGD � , _ - __ " ° ' . i , ..� ______M_ _ _._. � . , . , , , _ - �t-3/4' � ' WRAP R�OOF MEM�RANE , . , ` � ° � , _ , ' - _ `$ r { , � OVER BLOGKING- , _ � 5/8' WAtER 3/8°WATER RE515TENT 5/8' WATER RE515't�NT � b" STRUGTURAL STEEL • T.a. PP�RAPET. ' , ��GAUGE PAINTED GALVANIZED ` � � " � Q RESI5TENt GYP 6YP SQARO TO 60TTOM O�' GYP BO'ARD TO U�DER5IDE 5�UD5 m Ib" OG �TEEL GAP d REGEIVER�FLASHING , BOARD T4 STRUG7IJR�,RESTRbOMS OF 5LA8,RESTROOMS 5/8`GYP SOARD 3-5/8" S7RIJGTl1RAL STEEt , - � ��... I30�-O�' � , - - - 5/$" tYP� 'X` 3-5/8"ME'fAL STUD I�1pERSIDE OF ONLY �NLY 57t1�0 �6" OG � ' GYP BQARD 0 Ib` OL. 3-5/8" METAL STUD �L. 128�_O" F�� t�ar�woov _ ' � ro�orraM _ ' �t.�,san�+ 5ives c�+�c o ib�oc. ` . , PARAPET G P �5��. - � , GERAMIG WALL WA{.L TILE 3 i/2 50UND � , � � � _ `'"" �NTtWOUr NOLD DOWN GLIP ` SOTH 91DE5 TiL.FS BOTH SIDES - � - � ATTENUATED � _ W(SEAl.ANT AT DRtP El7GE,BOTM 5f�5 , ' ' ° ' 3" S�OIR�D BATT IN5U4ATON � , . 3/4'THlGK FIORIX. E.I.F.S. - . ' � 3 (/2' � AT7ENUA710N BATT � " °� , , � ` . = ATfEt+�1ATION 6ATT ' ' � ; - � � b"57RtlLTURA4 ST�EL STUDS � . , 5/$'TYf'E 'X"6YP � . . � � 0 (6"O.G. � • , B4ARD TO 80TTOM , 5/8 TYP� x GYP �_.r., t...�,_ ._-.... . '`� NE1^t PARAPE'f 1�1MEW EDPM � � � � ' � OF STRUG'11�E BOARD TO BO'I'TOM � Nt)NRATED � � � oF�r�ucn�, � . _ ����� � NONRA�`Ea 3 N4N RATED 4 NONRATED 5� NONRATED �TM���5 6� NONRATED I - � i �, - - • r • ' a � t�w sia� �►oR c-� �.rwoa� � - INTERIOR PARTITION WALL TYPES � �F �Q�O � r � , _ , lNSUI.ATiON$OARD TO RExMAf� RE_:�/2„ ^_ � •�Q►� _ �'`Q.` 9'�OO cod tite: PAFiPET GaRY M. , � uX-+ NEW I/2"05B SHEATHiNG � , � E.1.�.5.�PiNiSM.5EE ARGHI7'FGT ' , � _ � � � ,_ ` foR ca.oR - , � . * ADAMS * . . . '� r- . �-REIt�ORGiNC 1���MBEDDED ' - ` Z2 GAU6� PAINTEt� GALVANIZED �'1 O��_ � � � _ � tN$A5E GOA7 � , 5i'EEi.GAP d REGEIYER FLASHING � lj , � oQ..�� _ -' - q-3/4' ° b" STRUGTURAl.51EEL STUD BRAGINcS A5 R�QUIRED f C�\��' 1 � - - � � c ` 2' �NS�.nT�ota so�, T:O. f'ARAPE7 F11ZE 1'REATED 1�i40D BLOGK11dC� - _ — E.�.�.�. �cor�t�Ev v2'SusSrw�tE D1 A R a � ? � � � � �� �n� r��Q �Xa r�r�€r�t�uL� ' EL. 128'-O,'" GON�IWdUS MEtAI HOI.D DQhM GLIP -- Y INSULATIOtd BOARD � � � - . � W/SEALANT AT DRIP EDGE,BOTH 51DE5 ■ � , . � � � �� � _ • TO EAGH VER`f.PAR�APET FRAMING � " - , • ` — REINFORGING MESH�MSEDDED tN BASE GOAT BBZ�S � N . . _ ` ° _MENIEBER , _ , , _ , ' ` ---3/4' THIGK HORIZ.E.t.F.5. _ E.I F,5 FlNISM,5EE ARGHt7EGl'FOR GOLOR PROJECT N0. ,°,� 1 2xb WO�OOD 5TUD5 0 18'Q.G.RE� STRUGT. DWGS. ' � � _ - - . REMOVE EXI5TIN6 MTL.GAP, � . - _ � , 4 f2�MOVE EX15TING MR.GAP,FASTENERS, " NRAP RElt�ORGiNG MESH t BASE GOAT 2" MIH 6 � �o . � �-FASTNERS.SEALANT 3 Y�IOOD l . _ 4 a. SEALAN7 t .WOOD BL4GKING. EX(STING 2 X 4 WDOD FRAMfNG BL4GKING. PI2EPAR� EXI571NG . � _ —EXISYING PARAPET,fiREPARE A5 REQU(RED Ut�ER51DE OF INSUA�TION BOARD � � "� ` - .� PARAPET A�REQt11R�D FOR ' EXISTING 2 X 4 WOOD FRAMING, f " � � FOR NEW GONS'LRlJGTION 5/8''FYPE 'X'bYP.BD, a , �/ SHEATHINC�70 REMAIN _ . _ . NEW GONSTRUGTION ' SFI�ATNING Tt�kEMAIN } � fIRE 1REATED 1^IOOD BLOGKIN6 AS REQUIRED y � • - . ' - ` � . _ E.lF.S FINISH,5EE ARC,HITEGT F�GOi.OR — — 5TAt9DARD ADF�5IVE/MASTIG ADH�RED EPDM ROO�I NG, . - EL. 110'-D' W x - - � A5 REQUIRED SY MFGR. , ' � � EXIStING WALL FRAMIN6 d 3/4` ° WRAp pl/ER GAP$LOGKfNG .a. At�tT OR GOLOR PRINI� < , � , INSU.ATfON B4ARD 1'D FtEMA1N. REIN�ORGiNG N(E5N Ei�IBEDDED fN � ' �._. BqGKER ROD d SEALANT RETURN TO FAGE OF E.IF.S `` . � CONYIt�lOU�s�A51'NER A5 ` f ,' RENIQV��Xt9TING WOQd SIDING, _ k � � ' BASE GOA7 , , ` iv �IN15H � 57'OREFRdNr FAGE � i?EQtJiRED BY MFGR. , �'.� , PATGN E REPAIR {N�UI.ATION � < < � ` � � ' , BOARD A9 REQUIRED FOR NEW � � r � � , , , PREFINISHED Al.!!M BREAK MTL. BY WINDOW MF6RJ5UPPLIER n BAGKER ROD t SEALANAT NF�I 6RAVEL BAtl.A57 y %y f.tFS� $: 5MA5T,IG�t2EC1U�R P BY � ►� � , � ADHERED EPDM RDOFtN6�/fi � , ' - MF6R. ' /,� - � `,�AM GAIA.K��D r � ; , � NEW�6RAVEt� BALl.AST �/' �� � 2' 1N5tA.A7fON BOARD IN7�RIOR b,� �XTERIOR FAG�OP 5UB5tRATE INDOW 5Y9TEM,ALtGN W/EXTERIOR � � o�o BY MF6R. _f;�'� , '� � . , Ex15TING FZOOF INSUL.A71f?N 70 6E �tl�������'` '` � � I - EXIST(NG WALL I�RAMIN6 d 3/�4' " 1`GLEI�R 1N5ULA'CED HEAT MIRROR GLA55 � o . s ' _ l.h�f a�AL:A�N�'`� � � R�MOVED A5 l2EQUIRED B'(NEW � ���D����. � 1N5fR,ATipN BOARD TO REMAfN, 6" STRUGTURAL STEfL STUDS• Ib` OG. �" _ Rt6lD�K�vr 1N5i1LAcflON ' _ , t _ GONSTf�JGITON ADH�R,ED EPDM RdOFINC _REM4Y�WOOD 51DING WA!_L ANGL,E FOR GR1D GEIL{F16 6,i.. "' , , � EXIST)t+16 GANT 51'RIP ! � � R161D R(�OF 1fi�t51q,.ATION _ . � n � MEt�2AN� t�00F 70 BE REMOVED _ ` � � ' , ` _-_---.�- EXI5TIN6 GANT StRIP t EPDM MEMBRANE _ ' ' LAP 5EALANrt - GORNER BEAD � � - � � � - `EXISTING PARAF'ET TQ REMAIN ROQF TO BE REMOVED � EL.9'-Q" , • EX1571NG 3/4" INSI�.ATION TD � `��G'�'�'°5 , ' - � o � � � , . , �Mpl� REQUICtER SY MPGR. " " EXISTING ROQF DEGKING TO RfMAIN ' r �,% ALiGN PAGE OF 6YP BD. � o ` \��\�\ - - , I ` ~' -"� - �157ING GONGf7ETE STRUGTUi2�` , _ - ` ' , G P.BD.-GQRNER WAI.l. � `- LAY-IN AGOUSTlGAL. TILE G�l?SPENDED GRIp GEILING . .. J , w o . � ROOF,STEfL 5'TRUGTURE TO REMAIN � 1ST FLOOR 3TOREFR4NT HEAD DETAIL ' � � � °. NEW PARAPET -WAlL. _ � . ` � f�i13TNV4 PARAPET - - „ . , „ �C < , 1 _1/2" — 1 '—Q" _ , . � , ` ` 1 -1 �2„ � � �_��, � 3 = 1 —0 _ 1'.. � , - _ - , , RE� � , � ` , _ RE: - �� ' _ _ RE: LIJ . ■ ° ; . ,. "cod f1e: PAI2PETN_� • _ ' , � cod file: PARPET cod file: 5TOREHEDI Q � o u , . - ' - , ' , , , _ � � ' • ' _ , 2' 1N5U.RTION BOAR� ' oRaw�ric n1tE � � , � - , `_ � � °� . � ', � ' �ENL.ANt ` - " � E(.F.S REGOMM�t�EP !f2"5U65TRATE ; _ . , _ - , . • ' C" GLEAR 1N5I�.ATED HEAT MfRRUR'6LA� - � . , , ` r � . E.1.F.5.PEDtMENT OVER GEFITERLIN�OF � , � � � - '� . � � , - ' - t , WINDOW BEYOND ` , , , _ _ _ o ° ' 4 t 2' r�l�' , ?YP.E.1.�.5.YVIt�70W TRIM --� �� o - � � BAGKER ROD d S�ALANt ` _ - $ ALUM.STOREFFtONT Wft+4�OW 9Y5T�M,Al.IGN W/EXT�RI4R "PCJ4IBLE .. - _ - . i, ' . JAh�ANGH4R GLIPS,FOUR P�R.1AMB,EAGH � n . 4' � FA�.E 0� 5UB9TRATE , � - AT JAwtB ANt7� ` � 3I8` .fAM6 T04fiaYE Ot�FLOOR ANGF�R GLIP , b" FOIL FP�ED BATT 1NSlA.AT10N � � , PR�flNISHED ALUM.FLASHING TO MATGN WINDOW GOt.OR t ,_ LlN� 0� E.I�.5.YrAl.L FINISH BEYOND , � W PREPINISHED Al.!!M BREr4KNiT1. � , , _ �+RDIR�D q00R � i . - - r - � � ` � SILLlRAD1ATOR GOVER TO MATGH . ' �� . � , ` � � ��tAMES �� - , . ° � - , WINDOW FR�tME GOLOR. _ _ . �'' � � �_ u � ._ . ' , r , ..-� _ . ; .. � � . ' , WRAP REIN�ORGiNG MESH t BASE�OAT 2 > > , � � - - T FLEV: WINt��W 51LL� i 10 , � . MiK�9 UNDER5IDE OF IN5W.ATIC1�1 BDARD � M � � , ' DEMAW�I? dR GOLOR PRfME BAGK.ER ROD,d �,ANT RE'�Uf�t 7Q �AGE OF E tFS. . _ " ��n , Al.UM.FtN TUBE t.OVER � ` , , - , � � , � � ■ � TD MATGH WINDOW _ FlN15H i STOREFRONT FAGE - � Y � ' { � - ` � � . � _ . - , - � A• W y � p pp��rvir oR c�.oR�rr�E - � . � � - , , _ � � , . ' ��ca.oR . , � - - . _ , < ` , , � - � � - � ' � - ' FIN TUBE,5EE fl , _" _ FiRE tREATFD WO�P 51LL PLA,TE - � ` , b" STRUGTIIRAL ST�EL 5TUD5 Q I b"O G. 0 , .fl � � u1 ... .. .. .. ... . .. .� .� � . � MEGHANICAt DW65 . - � _ � F1RE TREATED W40D BLOGKING PS REQUIRED � ' - � Z , � WRAP R�11�4RGiNG MESH d BASE LOAT 2'MIW.a - . - • < . ' � i�?ERSiDE OF IN5ULATION BOARQ . - , _ ' � . - ° � � �� s � , - GONTIhUE WAI,.LGOYERIN6 _-...-.-. � , � � - _ , , - EXI5Tlh1G Y�IAI.L ANCLE FOR GRID GE1�1NC TD _ � . � UNDER RADIATOR HOUStNG � 2x6 WOOD S7UQ5�16' O.G,RE. STRUGT. _ ` . � BE REU5ED3 ATTA�HED TO NEY+(WALL A5 �` � _ , _ - "� � � ' - HOU.OW t�TAL FRAME,GOLOR BY REQUIRED DUE TO NEW GON5TWIGTION ` �y�• _ � � ' , b` FOIL FAGED BATT tN51�.ATi0r1 , , ' � � � � ARGHI�'f � - � � �y� '^ ` 5/8' TYPE 'X'GYP. BD. , E(F.5 R� ` � 1�0 1I3'SU65TRATE , , _ � 5/8" TYPE "X'GYP:80ARD . - � - � ° ^ - ° - • 6" MEtAL 5TUD5 0 i8' O.G.OR - ' ��� �� ', '� ^ ' ", � . � ` ' _ 3-5/$`l�IE7AL STUC)5 ib" D.G. � ' � ` ' RE� A3 p EXISTING 1AY-1N AGC�U5TIGAl. TILE 5i15�NDED GRID � �` ... �� Er�u.ariox�onav _ . _ - , , ��= . . - . GEIL(N6 70 REMAfN,5EE DEMOLITION!'LAN d � �y BAGKER R4D d SEALANT � ■ � , � � REINFORGING MESH,�MBEDDEp 1N BASE GOAT � GQNTRAGTOR SN�ALL VERIFY WAL.L THI�KNESS 70 t�TERMft� GORR�GT = - WALL SEGTIONS FaR EXT�NT OF NEW WORK - ° � W - � FRAME THROAT 512E PIZIOR TO faBRIGATION. ' - - ALUM.�70REFRONT WINpOW SYSTEM,ALIGN W/ z , - , � �, , , E 1.�.5. �IN15H,5EE ARGHITEGY�OR CALO�t - - _ ` EXTERIOR FAGE 0�SHEATHING , � , - �IRE TREATEU WD00 � WRAP REIAIfORGING MESH� BASE GOA7 2 MIN. � � � ' � - ` - ' �� ROD AND 6 y ' ' ' 1"LLEAR INSULATED HEAT MIRROR 6LA55 � � BLOGKIN6 A5 REGi1�IRER � UNDERSIDE 4F IN�IJ4.ATIOH BOARO �� � C?,OQR FRAME DETAIL , 2Np FLOOR ST+�REFRONT NEAD DETAIL - - - R � to��t�►rrFO�c�►�r ` . ,' ` 3 = 1 --4 ' ~ ' 3„ _ � ,��,� Z �.. " , , 3-«a� rKrt. sn�os m _ m RE: _ , � t Ib' O.G, ` � cod fite: pRFRAME ' � � R�� ° � z SEGONDAR'/ �EAL. . cod file: STQREHED2 - - _ � 4 SA5E80ARD , BAGKER ROD a SEALANT _ � ALUM STOR�FRONT �-WOOD DOOR d HOLi.OW METAL FRAME ' ,� o � WINDON15Y5TEM i�W P.IP. �'.ONGRET'E 51DEWAI.K,9E�STRUGTURAL DWG9 GAULK �' � J P1N15H �LOOR � - � PREFIMISHED ALUM �LASHING 5/8'TYPE 'X'GYP. BD OVER PRaECT mtE � ■ � . '� �_ VARIES,�� �L�VATiON 3-5/8' METAL. STI� . 3�4M��t'�`N`'ao� �°��w/ a ` . - � '.. q ,� � - ` - i � WtNDOW JAMB DETA � oa� 6-20-A7 �LA5T1G S�ALER " , . , . d + �• � " MEGHArt1GAL FIN TUBE ENGLOSURE ` , . ' a 4 - ! y aACK�z ao� : S��Hr � 3 = 1 —0 � - � NEW CANGRETE 5LA6, . , � � - F ATIONq^WLL� ' f SLOPE 7C5 DlZAIN aE� _ RE. MEGH DWGS SCa�E A N D [l3 <7 � rod file: STOREJAM � DRAWN 8Y CD GF�AV r F � N6,`�E STRUGTURAL ' a � Q • v � hK)0'v BLOGKIN6 BAGKER ROD d SEALANt � �,. . • p a j c�c�EO. eY CD,KS , , � � ,a _ 4 � v . d' ' � RE55T�RUGjT�DW�65 , rtEV. i 9-5'87 i Q _ { = qOUBLE 2xb �dDOD JAMB 4d . � � 4 , 4 Q � ' � . 6" FOIL FAGED BATT INSUL.AtlON rtEV. , � � ' i 5/8" TYPE 'X'GYF'. BD CppF�E A7Q � I!`� � � � � � � �---( � � ��^� � � I � '� f I � ��1 'I I I I � K . � b' FOIL FAGED BATT INSULATION FI RE RE515TANT WOOD 6LOGKING � � I � f � 4 � � I � � I � � � � � � 1 � � � ( � � — I/2' ExT.GYP SD SHEAT}tING ALUMII�p1M 5TOREFRONT WIhiDOW SY9TEM ORAWING N0. 1 f I a 4 � f � 1 f , , -- f I I � l I � ° � � - � I � f I 1 � I�� I I�-----I 1 I I 11 I I � � ! �'E.'��. ��` �"T����G,�"' ; ' , I � � � � • 4 . � � � f 1 � I � � � � I � � � � ( � i 2 LAYERS BOARD SHEATHlNG � � ir "''�- I'GLEAR 1N5ULA�ED HEAT MIRROR GLASa j , , � , " �' � I BAGKER ROD 3 SEALANT � i EJ.F 5. REVEAL ° WINDQW 3lLL DETAIL � � WINDOW $ILL DETAIL k . PREFINlSH�Q AUR��t1A�M FLASNING 3,� ^ � ,��,► - 3►, = � ,_d,� _ � 3 2� e i.�.s wix�ow 5«G " �, - RE: � RE. - � i �A,r�R ` cod f�t�: � STOi2E8A3 �ed ii1e: 5TORSiII ' � AT�BU1LDIt�GORNERS OPll.Y,9EE ELEVATIONS , � _ � - , - , - _ A , , _ 1, - __ - � - . � ` ' ^ ~ 3 ' � • ' - ` " � l ' _ _ �\ , . � , , _ r , , , � - � � �' ` _ ' � ( , - _.,..... RIDGE FLASHING.GOLOR i � , „�--�`'�� INT�RSTAtE GR��N UG tt51524 - � �TM,�, . , , " PR�FINI�HED�GAl.VAP1IZED MTl.. - !7" l�" - f SNAP 9�ANDING SEAM R00� W/ PREFIMISNED GALVANiZ�D MTL. � TM� , T.O. MTL. ROOF 1URN UP ENDS A5 � � - 12" PANELS,GOLOR 1NTER5TAtE GABLE GLIP,GOLOR iNTERSTATE ` , + �� PER MFGR REQUIREMEN75 ` GREEN UG �51524 PRE�1NI5t�tED GaLVANiZED MTL.. EL. 135 -O � � � � - - 6KEEN UG �51524 � . - PREFINISHED GALVANfZEP MTt. � ' �p�����x��� �F � � GAULK 51DE5 S BOTTOM � C7ASL�GLIP,GOLOR IN'rtR97ATE - �12 PAM�LS,OV�R 1I2 058 �- ` OF GLOSURE � GREEN llG �5i524 ' r , . SHEAr�iNG , GORNERBEAD GONTIMJOU5 WOOD ElOGK1NG , � ,,,�,- INTER57ATE GREEN,UG�5152�# �� GLDSUR� _ v2`05$ �eArt�it� � � � T.O. STE�L BE?�M -- BENT MTl. RIDGE BRAGING, � GONTINVOUS GL�AT - 2xb W04D 5TUD5,SEE �L. f j4��5�� 5EE 51RUGTURAL DWGS. , 5/8" 7YPE "X" • • GONTIIVl10U5_WUOp 6LOGKfNG' D R I P F L A S NI N G . � " � STRUGTURAL DWGS. � ( i GYP BOARD I� �7 • . � f'REPINISHED GALVA�tiXED � � � N�, WRAP REINFORGiNG tr{�5H d BASE GOAt - • � i � MTL SNAP STANL�IN6 SEAM 2'MIN.O IJNDER5IDE OF INSUt.ATIQt�80ARD WRAP REINFORGING MESH d . � � - � � ROOF W/12" PANELS,GOLOR I , ROO� �RAMING--2xb YVO�Q . SASE �OA`F 2` MIN. � � � INTERSTATE GREEN UG �51524 �. — - - ' STUDS,SEE STRUG7URAL DWGS UNDERSIDE OP iNSULATfON v l ' � i/2" C� SHEATHING , � BOARD ° = , . 2x4 WOOD 5TUD5� I6" Q.L. ' , , � ` � F i ,,..--- STEEL R1pGE BEAM B�YOND,5EE STRUGTURAL �.I.�`�. ��4MMENDED I/2" � ' � �--- RDOF FRAMING - 2xb � �� C0�0 ` - DWGS, � 5U65TiZAT� � . I t^�OOD 5Tt1D5, 5EE EXISTING �Q`� 9qO � i r GONTINUOlJS GLEAT STRUGTURAL i?t^�5 STEEL GOLUMN 5 Q 2" INSUL�k7lON 80ARD �tp ��A� , ' TD REMAIN ° ' - `PARAPE'F YrAt.l. FRAMING•-2x6 REIN�ORGING MES�+EMBEDDED � � I^t�L�ER L2x2 HaH6ER � GARY M. ADAMS TO EAGH 51DE OF STRl1GT '}/8 METAL FURRING * * � _ � 9�UGTlA�AL DW65.O.G,5EE = IN 8A5E G4AT RE STRUGT DYVG9. 'i O 1� �1 P.5 FIN15H, SEE - - , f _ STEEL ROOF BEAM,SEE � E.t F.S.GOLOR#( , � ARGHITEGT FOR COI.OR � � _ ' SrRUGNRAL DW6a l�C� � � ' � � � y GORNER REIHFQRGEMENT ' � METAL R(SOF RIDGE DETAIL COLUMN COVER FD RC��� , � . META� R44F FASCIA DETAIL ' , tZEIt�I�ORG{i�lb ME5H EMF.�DDED " • " " ' " '► ' „ � -- � /2 = T -o � S�F��.�,5�� � -- ��2 = � -0 3 = � -o r - � �t� B�� coar � _ RE: A5.0, a6.D � . STRUGNRAL DWGS RE: A6.3 RE: 96265 (� ' " ' cod i�le; �AV�2 cod f�le• RIDGE cod tiie: CQLCOVER N , 2` 1h15(1LA7(pN 6�ARD " „ ' ' _ �i PROJECT NO ,°,� z � � � � � HAR�V'100D EDGE - , •- 1/2" OSB SHEATMIIIG , , pt,A5T1G LAM ON ALL �I.OGkiNG �! WAI.L m PREFINI5HED 6ALVANIZED MTL SNAP ON � � _ ` 5/$"TYPE "X"GYP BD EXPO�ED `.�2�AGE� A� t�EQIJIRED � ' � h _ � � 1^1RRP REIN�QR�ING M�SF{ d � � Of�l HIGH n�N517Y SEAI.Atdt 57ANDIN6 5EAM ROOF W/!2" PAN�LS, o � - � ' � � .SASE COAT 2"MIN.,+� . � � k'�TIGLE �4A�17 � GOLOR INT�FZ57ATE GREEN UG �Sf524 � - ilNqER91D�t�F lNSULAT(ON b FOIL FAGED 6ATT � �AGk�pLASH W x �� INSULaT10t� ' ; _ � � + ' � '_D° RQOF FRAMIN6--2xb WOOD 5TUD5 ` �� �.�-- GONTIl�N10U5 SEALANt V�{/APPROPRtATE ' , 5EE 57RUGTURAL D;�G� `` � ��' ��K�� - 2x6 WDOD - � PARAPET WALL. fRAMING 2x6 � � ' STANDRRD ADHE5IVE/MAST(G . �NDS Q lb" (?,G - . �, N ' �OD WUOD 5TUD9 � Ib" OG � m � ° ' A�R�C�IJIR�D 8Y R�iNG � ' � ' ��� - - �,p�k��.J� ANGHOR GLIP AS f'ER MFGR � � a � hiFGR � - - _ . � ' / , _ ` � - REC�IJIREM�NTS - ` � �� - � ' � m , � . ��"""-�-^ EPDM RdO�ING MEl`�BRANE � E.f.FS. RECOMM�DED --- --- — iv � / - , - BENT MTL GORI�ER 8RAGING,5EE STRUGTUAL ,., DW65, o - , iv N B�HINf� E1.�5. MIH 2'-0' � U2"51JB5TRATE �� WINt701�'1 '�' m � � � � ` � I/2 056 SHEATHING � NEW 6RAV�k. BALi.AST - v � , ��2AAA�/�VEAL � ' �,,,�_1� � �` ° � � T� ALtC�F! TYI'. �- SGf�EIN , 1..1.. � RIGID ROOF (N5ULA710N � E.1.�.5. FIh115H, 5EE � ' � � ¢ •-- - -'. ATTAGH � N � �ARGNITEGT,FOR GOLOR - "` � �"" '-" "`-" d _ ..--- �X15TiNG ROOF STRUGIURE W�tEl�t ` ^ � <v -.- � -�-.. � � . � �PDM MEM9RANE ROO�ING , _ ' . - ' ` � � ,�----- WRAP REINFORGING MESH 3 , ° . _ � , -�, �.��' ,t� ` ,f SIkJk. �EE 8A5�GOAT�" Ml�f.� UNDERSIDE , --_.___.. __. _..____8=... . -_ `__ , __., _ � __...�__,.._ „�4_�.__ � - 2" 1N5Ul.ATION 60ARD �v WODI7 OF INSULATIDN EAARD , n ___._,__.'..__..=_--_� „ ` -- � . •� _,°.�.�--- -�- --- - - .� -`,. ° ` - " ' � � BI,OGKI�lC, 17(.A5T1G C.AM F�l,t..�vISINt, t�t�,5 „ o _ iZEIN�ORGIN6 M�SH �� ON AlrL I/2 EXT. GYP BD SN�ATHING n - N�W 57EEL GOLl�1N AiTAGHEp TD EMEEDD�D iN SASE - ' , ' " W1Ft.ATE 70 EXIStING GONGRET� t GOAT ' ' ` f�1GFi DEhl�ITY t ����y GDIVTI�GLEAT J w m � MTL.R00�,SEE STR!)GTltf2AL �WG5 _ � �� f'A}ZTIGL� �D C,7P �ARD ��t5TEN7 �.______._ u .... � D � dRIP FLASHING 2 lNSULATION BOARD Q � < , EXt�TiNG STEEL �aTRUGNR�,.�E� 5TF2{�GTt1RRL � _ ` NOTE: IN�ULATE HOT WATER SI.IPPLY � WASTE PIPING WJ 'HAND! RE1NFORGING MESN EMBEDDED ~ o k.AV-GUARt� INSULATIDN klT O!2 At'F'F20VED �QLIAL W . • J ' RO�F GABLE - NORTH END� - . � ' TYPICAL REVEAL DETAiL IN BASE GOAT � „ , „ _ » , „ � Ct1UNTER 74P DETAIL� METAL ROQF EAVE DETaIL � '`'--- E.1 F 5 GOLOR ttl 0- U _ 1 - 1,/� = 1 -Q . - . 3 = 1 -0 . �� ` , „ _ , � RE� Afi.Q - - - ' _ RE: ' A5.Q RE: a310 � RE.�Afi.'3 � � 'TO" - DRA'MNG TiT�E ¢ _ Cad it1e: ('iABLE ' ^ COd file: REVEAI _ cod f�le. CNTRTOP cad i�le.CNTR70P = _ . - ' - E!P.5 PIN15H,5EP � o ° , A. ' ! ' -- E IF.S FiN15H, SEE � - ARGHITEGT FOR GCILOR — � . . ' � ` aRGFfITEGT FOR GOLOFZ - ` 5/8' TYf'� "X` GYP. BD �-112° ' � � a , , ; ; � - _ � REINFORGING MESH , ; � � T 6" �OIL FAGEP Ba7T ' ��'_'� EMBEDDED IN BASE GOAT �`=' � ^ - � : ` � ; k - ' _, , ' {NSUGATION ' .r , ;-�,,,✓> 5l8" TYPE "x" Q � � ! 1 2' INSUI.ATION BC?ARD GYP EOARD � . _ - , i � � E i_F 5 REGt�MMENDED I/28� 1 -'"^�� -�/� � f f 1 ` E i F 5 REGOMMENDEp I/2" � ", � �r� � ; + - 5UB5TR/�7E �+ _ _ ____----- _.._ . _T , . � 2" itrs�.Arfor� BoaRU . � i` � - - --- --__,_____ __ __ .__.��_ _,__ �- _.._ _�_____ __ .�..0 , ` . , ' 2°aNSULATION B�ARD } . 5�1B57RATE - � � , � � ,� " � ! a 1 � � � ; � ` i � � �IR� TR�TED WODD I REGE55ED FfRE �/� � W ' � � ; i �f�INFO(���lG MESH EMBEDD�D ' ��,.'�/ �����'��' �E`-'� �� �� ( £LOGKIN� A5 REQUIRED EXTlN6UISHER V,J W 9 . _.__...__._-- -- - ---------- -- _�____ .__ � �___.���____ ___.___�_ _.,�___ ._ , -----__�.-- --; ` + (N SASE GDAt - , ` r,,.�--,,� EMB�DDEP iN $A5F GOAT j E � GABI NET _ w W � , � _ � - ` i i I - , ( -- - - , , r � ' � _ � k� E I�,5 FIN45H,5EE 1� !� � � � I -- -------------- _--_--- ---- -_ _____.__-_�._------__�_ �__ ` _ ____.___,� _____ _ __ _�__ �� ' � , ARG}�lTEGT FOR GOl.OR � � EXYERIOR UGHT FfXTURE, � � �,�, , � z ' `��� �.� - N 5EE EL�GTRIGAL DWGS, � ,� ' � 1 � ` EXi571NG WALI. FRAMtKG 8 � � /��, BA���A� ! i a d El.EVATiQFCS �OR � � � � ; , � 314,iNSUl.AT14N 8(JARD 70 , _ . / ` �IN)5H FLOOR LOGATIDN � � � x � � , REMA(N,REMOVE EXIS`fING � �� �� �i I w ` , _ . ! ; ; } � YVOCD SitiIHG , , , /`� " 2xb VJOQD �iUUS � 4 � . v 2x4 WOOD SNDS � 16" O G � v� , � � � � , - ' � , , � _ � I6 O.G �( �f � 6" F41L �A�ED BAtT PaRr�rioN rYPE � _ ; , � � , - � -S�GC�NDARY 5EA1. � } - � INSULATION n , . , � . � � j � - � _ - GORNER R�INFOf�LEMENF � ��� fi�OTE MAINTA!►�t THE � ^ � ` � � ' ��r��` ir�re�R�tY' o� r►�E ` i � ' � ' , ' � - , BAGKER R�I7 d 5EALANT � 2xb V�D �`y Q �''� FlRE Rr1T1tdG. � ■ ; ; � _ � , - ° � d °, .4 u' '�`�� PAR7ITION ?YPE , , . - � � i � EXfSTING 314" iN`.�.A7{ON . - , _ 3/4" EXPA�N510At JOIN� W/ - � -`�'` 5TUD5 � ib" O.G. �.,: w . � � � BDARCI TO REMAIN� FATGH E�ASTIG 9EALER � + ` ' � ' a REPAfR iN51Jl.ATION 6JARt3 � % .r-� �„ At'TENUATION z � � . ! t � P iP.GONGRETE SLAB/ � BATT INSULAT(ON W - ; � 1 . AS REQU(RED FOR NEW�,i F.S. � , - . - �''� � VERTIGAL ..EGT�ON � , � , SIDEWALK,9EE �TRUG?URAL , f V,/ . i ' � ' ' � t ` . - EXpANSi4N JOINT AT SIDEWALK EXTERIOR LIGHT FIXTURE ��8° rYr� °x" G�'P BD � F� EXTIN i HER RE E '� � ; f 3„ _ , 1 '_p„ 3„ � 1 ,_a,► 3„ E 1 ,_�U3 C SS � U , f � - ` - . z . , � ; � �r�ove�xiSr�N����� a r � RE: AS.tJ ' RE: A5.0 RE: A3.Q � , � ` � ' ' �laAMING A5 REQUIRED FOR � � Z < � � - _ cad i,le: GRr'�DE� cad fite: L1GHT cvd fde: FIR�XT�A � _ ' � � 13�W SOFFI7 � � I � � , _ . . _ � � � , �. � __. r Z _ . ; � ' • - E I�5 FiNlSt�,5�E " - � 'Q o , � i _ , ' . ARG4i47EGT FOR GQ�.Of? _ -' . i , ; -� r � � � PRQVlD� FlRE RQTED WQQD F2FlNFQRGIHG MESH EMBEDOED ����\ ' , , ; ,�,�-- ,i pRO,�c'r nn.E � e � _ - a ; � FURRING �'0 STRUGZUR� 1N BASE GQAt . , _ �, ` - `- --,� __r__., - - --- - ---_ ___.,._ �.._ _ __ __ -- '- ---- -- - - ', ABt�VE A5 REQIIRED�OR N�Y�! � -,�" CNSUI.ArIDN BOARV ��'�� , ' � I ExiSFiNG WALL �Rf�MfNG a 3/4" INSULArION BOARD DATE �-20-87 � , _ _ _____ ____�_.�_R_�.�__ ___� �_,___�___ _,__t��_ _ ._ _�__�,-_ ���4T � ' � TO f2�MAIN REMDVE EXISTING WOOD 51pIENG, PATGH ' a ' - E 1 FS. R�GOMMENDED � ' ' � � � d REPAIR fNSULATIGhi BOARD A5 REG2UlREP�OR N�W SCALE AS NQTED ` t�2tl 5UB51RATE y J�.�' � N ERIQREFINIS�R PLANS FOR LOGATION 0� N�W pRAWN BY CD, GF,AV � � , , , _ w� �it�o�ci� MES� __�______ � /� y C �j ` � � ��a. eY CD, KS cfi� E , -' --)- --- - - - - --- - - - - -- - d BA5E GCJAT 2" M1K.OF -- � T.IJ, PL t �Q. I LO�I� ' '�-< FAGE OF EXISTING WOOD S�DING REMUVED - -�— ' , ; �-r-S� aEV. � 9-5-9? , �---GORNER REINFORGEMEN7 U���51DE OF 1NSULA7ION / � -- ��,,,,. I i2''�i� , ; ' t �_ ,�_� BOARD ' '� — , ' FAGE Of EX{57iNG INSULATION BOARD REv ; ' �`"' 2" ' , � __ __ l'` ' � ' � ' , FAGE OF EXI5TIN6 10" GONGRETE HLOGK (l^�OD 5TUD5 REv � WALL FRAMIN6 A601/E) MAKE SURE E!F 5 GOVERS , �`"-��--.�� ROt1TER GUT DR1P � � ' ` ALL V�OD FRAM(NG CAOFILE a7� ,, , � - EXPA1J710N J41NT Wt 3/4" � �� ELRSTIG SEALER ��� � 2 INSULATION EOARD ; ' , BAGKER RQD W15EALANT ` � ; � � R�iNFORGING McSH EMB�DpED IN BASE GQAT DRAWING k� ' � � '� � � ' � I F FINISH AR HI7 T F � �.� E 5 , SEE G EG OR GOLOR i ; ' 6" FOIL FAGFD BATT � � �'�� � . 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Velocity� . . .. . .. ...,. , .... ,. ... . . 80 mph � , lY/?R/�'NIIH?x I�EB 6�OIQ�Q'NG i 9'�l°a� �,`}S �o�� � Exposure. .. . .. .. .. . . .. .C �ARG?Sr�. A�'�Ii61l�S � A�IN�f�f1 y�°��� '�� ��'� � O Seism�C• Zone . _ . 1 � , rs,`��� t,�1 ��'ry > � r �'� �s� L.�aLV4n/!IV � ..r-�---'---' 1�E2iY1A't�Yl'"8f H/4/�(��R r��'°?-�i.�� r`c'�`�'e�' ���� � BEIJIE'tN RAf7fRS AT EAL?�/SJA�G�'K71 A�£AQ'f AS � .m���`° � � Oi�FR 1�,�6 / � �,�,��,��'���,aa�. FouNOAna� �• �.�=5 �°���.` -�� � ��P�d ,51GiqNG AS S�'PlAN `�t'S��4R TA8 li7�2 Design of footings is based an o moxrmum allowable beanng pressure of 30D0 psf on noturoi undrsturbed so� or compacted structura! fill, � below frost depth Refer to soiis report no. 14905 by Chen & Associotes dated August 1t, 1997. � � rl�IF/,2�7� TCI F!�2X RAF1�R� R1X�S?yEA1t///Y� So�ls engmeer hired by the owner shaii venfy soii condt�ons ond types during excovot�on and pr�or td concrete piacement ra�-� ���� �s ` `¢��� ���� - A(/Qy Cl�CUAlN illlt! �NL70 fOfB 9�Zg�•OQ � � N RElNFORCED CONCRETE: �'���AT Jr�,r,� �T�� �� � PRWECT N0. ° £AG�/RAfTER � �� CGyVT. ?x6 BOTR�f!PG4T�'lf/IH 153x3(' � G1xUAlN XfIH BA� � n 6�'AkYNG QV NaIER TU LlxUMN 1�7�11/0,� e'S�Y£AR Q 1�I5'1 OR/1�'P�YS 5�'AL�'D ' /�PLAIF �x,�"�J=9 lMIN?– s'0 m Des+qn is based on "Burldmg Code ReQuirements for Remforced Con�ete'(ACl 318-89} Concrete w�k shoii conform to "Specrf�catrons for � ��2 �� ��-��-� StructurQ! Concrete for Buildings" (AG 301-89) Structural concrete shoU have mmimum 28-day compress�ve strengths as fallovrs, I �8 /N TN�7 ROIfS STAGY�RED (� B(X I$r6 (;A(�'� Jf�RIJ,SL�}B ANO t , m footings . .. ............ ............ ... .. .. . .. ..... .... ...... .. 3,040 psi; � RE/NF1APlXMC, LAr4 AT�>A/L'10 �/ � grade beams stem wolis & ilasters. . .. ..... .......4,000 S, �2 � � ` �\ � /N??".f SHfit/�'[�i'IXIT � � � P ..� .... .".� .... , p � 1,1"6.t6 lt'I [xYGN/N � ° �ntenor slabs-on-grode . . . _ . . . . ... 3,500 psf �a ` � �� - ' - 1 � � � M � Detoding, fabncotian, ond plocement of reinforcing steel sholl be rn occordQnce with tf�e °Manua( of Standord Proctice for Ctetoding Re�nforced �' f � � ��•�� R�-Ac-�. � � x Cancrete Structures" (ACt 315-80) Reinforcing bors sholl conform Ea ASTMA A615-87, and shall be Grode 64, except ties or bars shown to ( ~ ` �2?r L�.3NG}PE1�.SLAB-� � i � � � LL be fieid-bent, which shail be Grode 40 Bars to be welded shatl conform ta ASTM 706--86. At spiices, lap bars 3$ diameters. At corners � " � t � T$,�1'3�C3� G��V !�1'JN/Y(��Tl,7�l�`D - °= ���G� GW 1T STF�L RlMFA�C3Y ' '�� ���� Y and �ntersect�ons, mflke honzontoi 6ars continuous ar prowde motchinq comer bors. Around opernngs m waiis ond stabs, provide 2-�5, / � JLp� �,y� ,Q�E PLAN d'6/.5'4.0 � � � extendmg 2'-4 beyond edge of open�g. In contm�ous mem5ers, sp(tce top'bars at mid-span ond splice bottom bars over supporfs Prov�de intermittent shear keys ot a11 construction �oints ond elsewhere os shown on the drawcngs �xcept as noted an the drowings, conerete // � �, s _ ���� ' , _ � r■� � protection for re�nforcement in cost-�n-ploce concre�e shoA be os foUows: ' � � � �..��� ����, � � a. Concrete cast ogainst and permanently exposed to earth.........3" `� � y , �r 4 b. Concrete exposed to earth or weather / ! fi . / 2�'i NA/LFR G�Y FAL�'A�ISi�� Mf1H✓ � 1�f!�YST c��s��� �� '�' � � �6 ihrough #i8 bars .. ..... .. .. .... :... . 2 W .. , � o.�,t�'��'�vs.�,�c�e s� sr�� , � � . �k5 bor, W31 or D31 wire, qnd sm�lier,. ... .1 � o Wetded w�re fabnc sholl conform to ASTM A82-85 Exposed edges shall be chamfered 3a' Anchor bolts for co!umn base plotes sho11 be �F �� ' 21� 1?" W � placed with settmg templates Type t/II cement shol! be used far all concrete in contect w�th on-site so�s. A(1 concreEe worfc is sub�ect to FL�FASYY�4 A�UD�FYT _ � � mspect�on by o qual�fied special inspector employed by the owner in accordanca with UBC 5ectton 3{?6. ,� srnuctuRat. s1�t.: ` �E�7P.� S�£ARC�`l�. l,�PAI�S 6 � „+ � � � �,_ � � 3 „_ , N SEC l7�lil s�o � -- 1 t� �E�TID`N s¢a � -- 1 D 5EC TIDN s¢0 4 — � --D a � � 5tructura! steel �haA be detaUed, fabricated, ond erected in accordance with AtSC 5p�c(ficctions, 1989, and Code of Stand�r� Practic�, 19$�. � Sfructura� steel rolled shapes shaH conform to ASTM 572, 5Q ksi Piotes and bngles sholt conform to ASTM A36-84a. Tube shopes sholf � y o conform to AStM A500-$4, Grade B, 45 ksi yield Except as noted, framed beam connectians shali be beanng-type with A325-N boltst � a detaded in conformonce with Port 4, Tobles !I and ill, far fl 6 times the allowable un�torm loods t�buloted �n par# 2 of the A1SC Manual, 9th ' �o � � o Edit�on. Instaif bolts in accordance with AISC 'Specifrcatiort for $tructurflt Jaints Using AST1�A A325 or A490 $oits", 1985 Tighten bolts to �y °' 'snug tight' cond�tion. AnchoF boits sf�oll conForm to ASTIuI A36-84a, bolt d�ometer shntl be 3a', uniess noted atfierwise. Weldm4 shotf be V � � o be done by a certified we{der m accordance with AISC and AtiNS specifications ond recornmendations us�ng E70-XX electrodes. Exponsion �X,� _ � � o ` boits sholl be "HIL)1", "RED HEAD", or opproved wedge type cxponsion onchors shoCl be pRAM ORIU.", or opproved seif-drilling lype $" $` �! � � Chemical anchors sholl be "PARABOND", "HIU7" "REDI-C1�F�1" or approved equoi, Anchars sholl be instoAed �n occordance with the � manuEbcfurer's r'e uirements Heoded anchor Studs H,A S shofi be ottoctied to stru�turdt steei with equi ment dpprov�d b the stud 5T� ��� + !�£LDID d�'i1G�'tarZY�iS fRC.�O/BOTT�/ �' � M1 � � q ( ) P Y L9x3X'�'1-0 IIQ�/T 117 EAQY fAG� • -' ' monufocturer accordmg to the manufacturer's recommendations Grout beneoth cdumn base ond beam beanng plates shal( be non�-sfinnk, f L�/G�I G�£ACHc�'��'STBPAQ'NG CL�UAIN � � � o ' 'Embecco, 'Five-Star' or equal, with n minimum 2$-�+ay compress�ve strength of S,Q00 psi Grout 4hoit be non-metall3c �GY�UAIN IIND �I�ED TO E.�',�'S r17 TQp QYG� L�AlJ,,lAQ�1Vr u1'�1'Sf �' T. 2xd BOTTqV PlA1F Nllf,r . B�ZOI�fjQ NOT A�SD TO LYXliS!liV / STRUCTURAL WOOD Ff2AWQNG: r QRAYANG T17I.E W ,�X r ccWC ta�a1� - s�-,/s�o , All lumber shall be 19� maximum moisture content 2x from�ng sFiaif be Douglos Fir-Lorch S4S No 2 and better AI! so��d timber �N�.S SPAQ�D I 2-0/NlU x beams ond pasts shall be Douglas F�r-Larch No. i. Studs shoil be Hem-Fr Constructaon grode and better 7Dp ond bottom pidtes � � �E���� _ _ t�2�0 � o shafl be Dougias F�r-Larch No 2 and better. All wood �n contact with concrete shaA be pressure-treated Daugias Fir Except � - ' - " � o as noted otherwise, mmimum na�ling shaH be pYOvided ns specifiea in tobie Nv. 23-i-i} Na�ling 5chedule" of the 19�4 Ut3C { � lYl2 TO o Plywood floor and roof sheothing shail be os noted on the drawings. Where i�ght gage framing anchors ore shoam or re�u�red, 16 � p�'�jyG p(,q�- M they �hall be Sir�psan "Stto�g Tie" or �quo! ICBO opproved cbnne�tais and sholl be mstolted with the number ttnd type of nods ������ �u � recommended by the manufocturer to develop the rated capacity. Note thot heovy duty hangers and skewed hangers moy not be �BLYA.S/N 1%S1.Q � W stocked focolly end requir� ;peci�l order from the foctory I-serlCS floor Joists sholl be 7rus-Joist, TN!! or equoi with rIL/GG�Yf,�L�A�SlGfO �/1H s�a�o �y,� fl /�� '" structural wood fionges and webs, and carry ICBO approva{ for the composite section Bridg�ng ond blocking shali be insto►led f,�G�Art Qr�SIUII�D � j � ��so H♦ � accordm to the fobnc�tors rP u�rements Beams noted as "Mll" ort lan shalf be 1-3 4" wide "M�cro=�am" beoms of the d th / "' noted on plon and sholl be plo�nt-fobncated and monufactured by Trus�Joist Co, or equal Laminoted Veneer Lumber by anotherp , � 1f1=D � � � mnnufocturer � i� ' � � � STEEI. ROOF DECKIN� ry� /}� , � ; � FLi� Q�Y �n� f , <£� !�H�YST W 1!T" {T__,. �, " �!'LMY . _,__._��_._�_ _..�._.�_.....�� _.-- -°-- �---^ _. �I W �-�ypyp L,3xJ TO EAG�/ � ✓A`ST �.�. � � Deck sholl be manufoctured and erected accordmg to "Specificotions ond Code of Standard Proctice" of the Steel Deck Inst�tute Wefdmg p � BOTTr.i!/C�YYLY?D A!�/,4CENT �/� ~ pattems, screw pattems, ond deto�is sholl be ind�coted on the supplier's shop drowmgs. peck shofl be attached to suppor#+ng members as ;;, � I �'� "� TO GL1Uf�lN 'r+1 � � shown on draw�ngs �'A/�yjyG p(,�jF' a'�',rp=Jp - � � z N1/DE�11H 2–Ji'�xl"LGWC ------ —.___._____._�.__._�._._ � � � L.�x,3xibx,3'-0 11C�lT z lt7£•IGY�FAGl�L�'CLYU�flit; � � � SIRUCTURAL STEEL STUDS: �4"E7�01£XPAN9'fW A�G�S i i �� w iN�o na� tK'� cavr�rE� �� � �r2 �r�+ '`a'�� � �� i or t� ro c�ru,�x Studs 16 gage and heav�er shaD conform to ASTf�i A570-84a, 50 ksi yield Studs 18 gage and iighter shall conform to AS1M A611-84: (,�IJ�j p[�(JF�/ jyr2 � � �� ���f�y� �$�� � /� x Grade C, 33 ks� �neld Stud subcontroctar sholi proviC� bridg+ng ond block.ng o5 requ�red far stabf11ty and stiffness of tt,e finoi woil oss�mbiy � Z EAQ�i�,S�`DE�ELOW � �� , iis � wherever she�thmg does not prov�de adequate bracing Stud suppl�er shai! des�gn reqwred im�els over openings where not specif�caily detailed s, �, B. �U� ��c�,cv � 1Q8-0 � See plons and sections for extenor steel stud s�zes �W�� v SHOP DRAYVWG� . CE7 GYWQPf1E'R�LASI�'R � 1'S,3x.��C3J LL'�'(ld/N 6fYLWD SlJPPGWI7NG � n - k 1l1 FGC/NDAIIQY lY�1L � I f�E'A11F'R,• FG�P.�.A"PLA1F.Q�'E 3/S1.D ' Gonstruction Documen+s pre copyrighted Qnd shail not be cc�pied for use os erection pians or shop detar�s RI! sFiop and erectron drawmgs � 1$�X4/�i1�R S�A1"�.3X.,;X�=,3 � � Shall be checked and stcmped by the Genernt Controctar prror ta subm�ssion for EngineCr's review Unchecked submittals will be returned b�Y� 1U J5 L'lXUJ(N AND IL�° �6 w . without rewew Furn�sh one (1) sepia and one (t} print of shop and erection drrnvings for reinfa-cmg stee! for concreta . ����� �'�� � structural steei, and steei deck to the Structural Engmeer for review pnor to fobncation, Submit in o timely manner to z permit ten (10) working days for review by Structurol Enqmeer The Generoi Controctor and his sub-controctors shafl submit �+n wnting° any requests to mod�fy the pians or speafications Shop drowmgs, submitted for rev�ew do not cpnst�tute °in writinq" unless specitic /�, � .3 t�► ► /� /''� ,} .� sj s v suggested changes are cleor(y morked in any event, such changes by means of the shop drowing submittal process b�come the ����/O` `� ¢� � � � �`� ��y �/O� S'4f� � — � `O � � responsb�iity ot th� ore ir,itiat�ng such cfinnge a � � FlELD VERIFlCAItON OF E74ST1NG CONDIIIQNS: ,� Z Controctor shall thoroughly �nspect ex�stGng structure to venfy cond�t�ons which affect the work shown on the drowings Controctor ' z shali report any varrot�ons or d�screpanc�es to the architect before proceeding �4 � 4 Q� N7'0 Q� lF�B � 1-7i Z STRUCTURAL ERECTION AND BRAqNG REWIf2E1ilENTS: �t _�G�S lU �'� � •�'.t ,3•,�, ,j",t �j o The structurni drowings liusfrote the completed structure with elements in their final positions, properly supparted ond broced. 7fiese f�7 2�"L'�'yQQEJF'S(A� ��12\�����'4'�� G!'/T f£� lf70 END RS REt.�'l•�RE7I /� W construct+on documents cantain typicol and representat+ve detoiis to assist tl�e contractor Deto�ls shown apply ai ofl similor cond'+tions Qjy f�/(jF"CK �2�'G�YVLY7f1�'SZAB �jN,sj,,�f(,q�(�y(ac'jyJ'¢ PROJECT T171.E 6r 0 � unless otherw�se �nd�cated Although due d�hqence has been appiied to make the drawmgs as complete as possible, not every detad is � /�PLYIJ�fZGLd?9YEATH/N� �l f"OQaj�'j„� �PC1'N!'YY)R(Xa4'S�'AIHlN� .--.fE7 &Y�(.NST QEYl.d'd0 iilustroted, nor is every exceptional cond�t�on eddressed Ali propnetary connectians shall be instalied in accordance with the manufacturers' ..a, f S�E"PYAN S�P1sW % recommendat�ons All work sfial) be occompiished m a workmdni�ke manner and m Qccordonce w�th the UBC and lacal codes and ord�nonces �12_� ���_� i 112'�Q pAiE Q6/,�3/�]' -- ---- - - - - --- ------- - - -__ ---_ -_ _ �..__ _. _- - -- - -- -- - - --- - -- The genera{ controctor is responsiote for coord�natron of oii work, includmg layr�ut ortd tfimensi4n verificat�on, motenQls coordmation, shop '�T, 0 `' � ° 1t1�7 � �w v �f�• J �� AS N�TED drowmg review, ond the work of suhcontroctors Any drscrepancies or omisscons discovered m the course of the work shail be immed�otely , � �21 G�Y fl� �'— ^h DRAWN 8Y �(�,, '(�' SJ�/� repo:ted to the otchitect for resofut�on Cnntfnuatlot� Cf work wi.hou! r,nt(rtnt�on of di�ctepbncie� rel{evzs tf�e brCt;(teCt artd englneer f.om ��, i � ��B B�C-y�Q t � � ol� consequences � ,, ,, 11 e' T.I's t�ln�! xE�? _ �. � -�- -�- c�c�En. eY DMH, MC� Unless otherw�se spec�fically +ndicated, the drowmgs dd not describe methods of construction The Contrackor, m the preper sequence, sho!t �j �r0 S17fF�Jk�f.1�S/N/UT9 J�YST � � ----- d��NC10 REy. Q�/06f97 prowde proper shormg ond brocing as moy be requ+red during construction to ach�eve the fino� completed structure 7]ie contractar, in the � ��ST y,lN(,�'ipS�4$ !E� !i'J'Q �I E� _ � proper sequence, shall perform or super+nse ali work necessory to a�hieve the final completed structure, and to protect the structure, �r'�� T � 1 � �¢. �y�y�-�T�pp�p (� REV. workmen, and others dunng constr�ct�on Such work shoil mclude, but not be lim�ted to, bracing, shormg for consEruclion equ+pment, shoring �7 1�fI�Sl "rs�� ��Q Bf',�,1/$AT ENDS INIH� �� W10�'G6 for excavation, formwork, scaftoldmg, safety devices, and progroms of olf kinds, support and brac�nq for cranes and other erection equipment � ! . � R�• Oo not bockfill oqoinst stemwolis ond retaining walis unt�i support�ng slabs and floor framing ore in pioce and securely Qnchored, unless � R/PPEQ� 11�A�Gq�IN6BEAR/NG CYlPL4X4x�(t'D- 6�DNE AS.N 1%S�0 odequote brocing w �rovided fie structurol steel frome is "non-self-support�ng' per �ISC Code of Stondord Practice Temporary braa�g �������� �V �j (��j��(j��,�y�j�� r�' IIEB BLIX�G £�LY!SX(�E'l,i�MF.BJ �AS �� � �� 7�4�s'�.�� shail remain m place until oll floors, wofls, roofs, and any other suppartmg elements are m ploce The architect and engineer benr no �• j � BE�ARIN6 G�'V dr� !1?`d 81�1� �N 1/�4.C� GYX'E I�W fZANG� �— 11 B TJs/N HANQRS AT re��onsi6iht fr.r the abo:� �tems, and abservctron v+s�ts ta the �ite do not in an wa in�iude �n ection of them 8� �����A� �`�¢ ' fZ.4NG�f IMI'f/�RfOWS Q� �!/ AS RElrYlllPE1I AT ENOS fE? H'!0 AS/N 1�S�0 r Y Y Y 5P � IX/PU BGYIS SP. �2�� STAG�RED � " DRAYrSNG N0. \ Where penodic or continuous mspection is required by these documents ar by code or loco{ ordinance, the owner shall employ on �nspector � ,�/G}Qf �j �'Q�/Q AS /Qr�B�c'�P(�,�X��=$ certrfied in the parbcu�ar areo of concern The inspector shal! be responsible to, and repo�t to, the archttect and buildmg deFertment � �,�,8 R�QU/RED �a \TO WI4 c�EAf.?Y.�DE t�rr� o� coNSrnucnoN ooMPUaNCE cavnn��ws csXsz c�v�m av �ra r� �> �ro The General Controctor shoil determme from fhe iocal buddin o(fic+ai at ihe time the bu7d�n ermit is obtoined wheiher an letters oi �' � 3' � construction comp(icnce wdl be requested from the Structura�Eng�neer The Controctor sha(I notify the engineer abouf all such requrrements �E�r�ON � 4 ,:— 7 ,—O ..�EC T/ON 4��'— � �'-� S�C T/ON 3 34 ii_ � �"'_O �n wr�tmg betor� the stort of canstructcon One doy edvence notrce shn!I be gi��en when r£Guesfing s�te �sifs necessory as the bosis fwr thc S'�� ' .�4 Q S4 0 compiionce leiter JYQ ��9,,�' 7649 ' � �, / , / � �