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( ���"-���---------�^�-�--------- - -- - ----__-= -- -- --- - - = I NOTES: All work according to current codes &T.O.V. requirements. ----- _��� - ,� �.z �F�oM 1'�4'�:2�/z' , � � � _ , � _ ��i R-�7�7:1 t � � �,�� ���� � , 1. One new sliding glass door @ M.bedroom and south bdzm. window to be Sierra Pacific to match Antlers addition refinished alu. clad wood double insul, low E glass(safety where _'�.' :,r, �` -� f ' , - - � � p � _ �,� .„::. ,. �� �4� c��� �- �, - � � � _ � � �c� �, �'�.��f �//��, ,/,,..�y; }�y��,,s - `'___` 9 F ��r�i'r � -- �'. r (1- f �11_ __ ' � ' /)f i�( � ��,v�.�"� i �'h ��....�t � - - --- - _ _ req'�� ' , �+� � ➢��_ ___ _ Y� �; � �� �' t�' �i�C� �'-.,a,� _ _ _ �G�� ,��-�i � 1 r�Q�� -_ H � 2. New fireplace Heatilator 42" Geneva heat circulating, natural gas: 6"B-vent. Install split y{� r�+.�tr�J '� logs, glass doors and thin stone facade. Timer control, electronic ignition, fan lctt,refactory ❑ 7 ,� •�"',�- ��� i�/�' A�"� � �' ��`J��1 Mi � ' � � 1 �'3f�' t2S���;� �`� � T'fP, � '� �� -��,,�. � ��P���E� i up-grade. � �'�rz. c�t�p E�" �}N'��" " I `��� ; _ �°. Community Development Cepartment i 3. New plumbing fixtures Kohier w/Delta Mix faucets,color as select. /reuse Kit. sink faucet, H A V E K O S T + L E E �' � Bwldin Safe and Ins ecion Services � °d ` I A R C H I T E C T S P c �{� ` � � �� � � �y �j����J� ' 9 �Y P � 2 vanity lavs&faucets), (2 M. bath Lav white oval to match). 1 1 2 1 G R A N T S T R E E T � ` _---��i�. ��t'�r �"� Y� � � �'� , . �F s , ' �.� � `� ___ _ � � � � �� � , � 1 � � �� ¢� - �� �' � � ction - 4. New kitchen appliances: Gas range, D.W.,Refrig w/ice maker,color black.New ranp�e hood � : D E N V E R, �0 8 0 2 D 3 ��� �� �:t Se ��� �"��� % b �•3 O 3 / 8 6 1 1 1 2 1 N -�., vented to exist duct w/li ,R � � K� 7``l�'� �-� C-�5�t�"�"� ��1"�c�l�l R� c�C�tl E�.���G N ���L�Y� �' ��&- --�{���, -���� � 'yr ���, ���� _ _::;�n�international Building Codelintemational fesidential ' ghts. � ..,_.Qt�_ t��fK1a_�oM T�� V ' V /�1 �1 �" w� � � �8�� -�i��?f��. �Rc�", - '�+"''"y�: �..��wg��� t!.���r ---ir1�+�+— ��I°;�,�iv� �'��"��`�(��C� � �'���"r"��C'�}fi.1 ,� � � Cade Vaiidity of permit The issuance or granting of a perr��►shall � 5. New bath fan/heat/light switch separately.New vanity ceiling light fixtures above mirrors. DATE �j� o� �--�����' ���' � -� `°��""' ���`' M����'�' � �� ���� ��"���y� not be construe�to be a ermitfor,oran a roval of,an violation of � �,�"_ ,. `'��'� „ =--� v'�'��`�', . ��`�s���, ,� ��'I��'�'�'��'�� I��Y �,� I�AY�t��.� '�"IL►'� �"�"�'�' �C c�a�'�1 P��, 11t.. tt�c�i A�►�� ��_ P PP � ,� Insta112-4' double lam fluorescent stri li h � D---g-�����y� .�,-y� `� � �� t� 5�� �5�M j t��) any of the provisions of this code or of any other ordinancc cf tn„ P , p g ts above closet ceiling shelf of M. Bedroom, SCALE ; �;,`T , --=�1�CP�; _��Wt�z�T7 ���a� 7"'�f; ��-�- �-Q��'' ���-��R 5T°R►JC,°�'u t:� Mf�e� ���.�1 t'�-(��p ���(` ��,�v �f 1�/ ��-�� -_ jurisdiction. Permits presuming to glve authority to violateor cancei the s , switch @ door. � i �+'� ��Ipe,�(r1 , .� - � � T�`a`� '�°�' � �0 t ` . r`�;;, , - �`Qw1`t a F - V�C1 t-. �t7�1..D t N Gc i�Y�/�ll S�" � Qap�o .. pCj?;c, � ' provisions of this code or other ordinanCes of the jurisdictior shsll not be � e�f -` 6. New TV&convenience outlets TV niche above fire 1 DRAWN A''� `"';�, � vziid. The issuance of a permit based on construction dovrr�ts and @ p ., above M. Bedro�ru ceiling shelf ����,���.� �`� " ���x other data s�s�i not prevent the building officiai from requnng i�ie , and @ shelves of loft Bedroom. Coordinate w/existing electJT.V. facilities. ' J06 ' � f � correction of errors in the ccnstruction documents and oth;r duta.The ` ' �� build�ng official is also authorized to prevent occupancy arusQ of a ; 7. Replace all interior doors and wood trim, base etc. w/pine doors and trim for stain finish to ' ����R� '�c3Ga `- - structure where in violation of this co e or of any other ordnances of � match Antlers addition. Install new kitch. &vanity cabinets,pine w/stain finish. � SHEET ±'��`�`* - `�'" -"` 'Kj"'"-� u'�� .`. ����° � ,,;�� this�unsdiction yw g g and drywall Dini de of M. Bedroom loft B � ���� --- -- -- -- -- "� ��"�°�`� � 8. Cover pl ood sidin w/furrin n si . � " ; , @ g, , edroom -- ------- _ �� ►�2"^ f'.,q'` PLANS EXAMINER: DATE: � , � and Sitting(east wall)with 1/z"drywall. All,drywall Dash-Knock down finish. � ; 9. Re-route existing fire sprinkler system piping&heads as necessary; utilize dropped ceilings, � i soffits,new walls and furred walls to conceal. � oF ( SHEETS � � , - _- - - - - � � p+��,�--- �}.�,X�-,. �,a. Po�°f -GuT G,e���'�-t' G�+��t,d�.�.,°r' � �i. v�. I`�L. � � rze,��<« n�� �Nr�� f,.�`�"¢"x '�4" �` �" �'� � � ` L.A� ��.'6W (�17n f a��T �� �p�' . �t� y.1� [� GL�e�'t��ttit�.�. ,r'���A c��' ��,G. �. � r'`s � WC��as�� ���d�'t" t�-f�3,.�t»�"t'"tT`� G�C-.M . G�,2P�T DO�� � � �il��'i%�'L-A� W� t�t�i.,�L'� 'FLU� �__ � _._._...� -��.r�c��� ��a ��� t���� �� `�'�P aF �xi�'i', t7P.�.'`(" ��,t7�r�.�. � �cT Exp.�r-�r�u� t��� �L.Dt�+� A� �t��twt�,5� ��� C�p ��c�.-�����) ��� r���° n�c,��,r��:�, _ -���,��- �'����� ��' ��c� � �=�'t.�`.�._ t��' ������", ��4��t�+�� � �`�Yt� P�T �t,OG�-1. 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ICa� I�i��l� May 12, 2006 Memo in response to Town of Vail Plan Review Building Permit#B06-0072 680 Lionshead Place#706 Remodel of Antlers Condominium#706 1.Asbestos Abatement has been completed by EAS(Environmental Abatement Services)according to Antlers Permit 2. Plans Note R-2 Occupancy, 1B Construction Per 2003 International Building Code(IBC) HAVEKOST+ASSOCIATES P.C. 3. Plans have been modified to provide that all new construction to be accomplished with non-combustible frammg utilizing"non-com" � � 2 1 G R A N T S T R E E T (or equal)treated lumber.All new shaft enclosures,bearing D E N�/E R, c o B O 2 O 3 p�itions and stair support enclosure to be 2 hr.Fire Resistive Rated 3 0 3 / 8 6 � - � � 2 � accordmg to UL U301 or IBC Table 720.1, 14-1.5.The existing loft structure as FAX 3 O 3/B 6 3-O 6 B 'I permitted by TOV in 1973 will be wrapped wrth 2layers 5/8"Type X gypsum drywall wall(GDW)utilizing resilient furring channels between GDW layers accordmg to UL U536 to accomplish an assembly equivalent to the required / 0� L ��� 2 hr fire resistance ��`' �-:�� 4. Replacement stair has been modified to comply as closely as possible to IBC 1009 '�.� �,\ 'sers to be 7.71",treads 10",handrails 34"high above nosing,returned to walls i�. ' �CL J f,A'! , T� _ nd perimeter dimension of 6.25".Minimum headroom will be approximately 6'6". �: �� , r Plans are modified to provide a new gas fireplace vent chase to accomplish a 2 hr , i °' \�/' rated assembly per UL U301 or IBC Table 720.1, 14-1 5 i�'' � _ ��,� - � 6. Plans indicate the new dropped ceiling heights and e�cisting clearances under " '"`� concrete stems at loft level.(Refer to Sections"Master Bedroom East Wall" and"Loft Section". 7. Structural plans for the existing loft floor,dated Jan/16/1973,are mcluded with current remodel plans and Redwine Engineers letter RE:Antlers at Vail Condominium 706 Loft Framing Stamped and dated 4/3/06 by Engineer Robert B. Redwine. 8. Roof opening for the new gas fireplace vent is a existing opening in precast concrete which was abandoned and patched in 1978 when the original wood burning fireplace was replaced with a direct vent gas fireplace located near the south outside wall. We desire to improve Antlers Condominium#706 to reflect contemporary convenience, finish and features as well as current safety and fire protection standards including fire detection/alarm monitormg,fire sprinkler system and fire rated assemblies.Although some elements of the Antlers Condommium#706 remodel do not conform perfectly to all provisions of the 2003 IBC rt is clear the proposed alternations will improve the level of safety,fire resistance,fire protection and egress 03 IBC Chapter 34"Existing ' Structures" Section 3403 4 allows alternation of stairways not in compliance with Section 1009 under limited space and construction circumstances Further, Section 3410.2.4"Alternation and Repairs"allow alterations not strictly in compliance with Code if the current level of safety or sanrtation is not reduced.We appreciate the Town of Vail's consideration,evaluation and approval process and will continue to work with TOV staff and SRE Builders in confirming acceptable means to meet the goals and , requirement of all parties. ARCHITECTURE P L A N N I N G U R B A N D E S I G N CHAPTER 34 EXISTING STRUCTURES - [EB] SECTION 3401 Chapter 5 Portions of the structure not altered and not affected GENERAL by the alteration are not required to comply with the code re- 3401.1 Scope.The provisions of this chapter shall control the quirements for a new structure alterahon,repair.addition and change of occupancy of exisnng Exception:For buildings and structures in flood hazard ar- structures eas established in Section 1612 3,any additions,alterations Exception: Exisung bleachers, grandstands and folding or repairs that constitute substantial improvement of the ex- I and telescopic seatinQ shall comply with ICC 300-02 isting structure,as defined in Section 1612 2,shall comply wtth the flood design requirements for new construction and 3401.2 Nlaintenance. Buildings and structures, and parts all aspects of the existmg structure shall be brought into thereof, shall be ma�ntained �n a safe and sani[ary condition compliance with the requirements for new construction for Devices or safeguards which are required by this code 5ha11 be flood des�gn mainta�ned►n conformance with[he code ed►tion under which 3403.2 Structural. Additions or alterations to an existing installed The owner or the owner's desi�nated agent�hall be 5tructure shall not�ncrease the force in any stcuctural element responsible for the maintenance of buildings and structur�es To by more than 5 percent,unless the mcreased forces on the ele- determine compliance with th�s sub5ecnon,the buildin� offi- ment are still in compliance w�th the code for new structures. c�al shall have the authonty to require a bu�lding or structure to nor yhall the strength of any structural element be decreased to be remspected The requirements of this chapter shall no[pro- less than that required by this code for new structures Where vide the bas�s for removal or�brogation of fire protectton and repairs are made to structural elements of an existin;building satety aystems and devices�n existing structures 1nd uncovered Structural elements are found to be unsound or 3d013 Compliance w�th other codes.Alterations,repair5,ad- otherwise structurally deficient.Such elements Shall be made to dit�ons and change5 of occupancy to existtng structures shall contorm to che requirements tor new structures • comply wuh the provasions tor alterat�ons. repairs, adduiom 3�03?.1 E�c�sting live load. Where an existing Structure and chan�e5 ot occupancy in the Internunvrtal F�re Cade ht- heretofore is altered or repaired,the mimmum de��gn loads ternanonu!Fuel Gus Cvde, International Plumbutg Code ��t- for the structure shall be the loads applicable at the time of - ternanonu/Pmpern McuntenmTCe Code.lnternntconal Prn�ate erecuon. provided that public safety is not endan�,ered Setitiage Drspo�al Code,lnternattnnal�Ylechan�cal Code huer- �hereby nat�onal Res�dent►ul Code and[CC Electncul Code 3403.2.2 Live load reduchon.If the approved live load is letiti than required by Secuon I607.the areas designed for [EB] SECTION 3402 the reduced live load shall be po5ted �n w�th the approved DEFINITIONS load Placards Shall be of an approved de��:n 3402.1 Definit�ons.The following term shall,for the purposes 3403.3 Nonstructural.Nonstructural alteratiom or repairs to of thi�chapter and as used el5ewhere in the code,have the fol- 1n zri�un�buildin�or structure are permuted to be made of the low�n�meaning same matenals of which the buildin� or structure is con- TECHNICALLY INFE,�►SIBLE.An alteration of a bu�ldin�= structed provided that chey do not adversely atfect any struc- or a facil�ry that has lttde ltl.elihood of be�n�accomplitihed be- tural member or the tire-resi�tance rating of any part ot the cause the eri5hn�,titructural cond�t�ons requtre the remo�al or buildm=or structure alterat�on of a load-beannQ member that iti an essennal pac-t ot 3�03.-� tairways.,�+n alteration orthe replacement ot an ecist- the swctural trame.or becau�e other eei�un�phys�cal or 5�te �ne �ta�rway in sn er�snnQ �tructure yhall 'not be requtred to constraintti prohibit moditics[ion or addit�on of elemznts comply with the requ�rements of a new stainvsy as outl�ned in �pace�or features which ue in tull and�tnct complisnce with Secnon (009 where the ecistin� space and conatrucnon will the m�n►mum requ►rements tor new con�trucuon and which are not Sllow a reduction in p�tch or slope necessary to provide accessib�l�ty [EB] SECTION 3404 [EB] SECTION 3403 FiRE ESCAPES � ADDITIONS,ALTERATIONS OR REPAIRS 3�O�t.1 Where perm�tted.Fire escapes shall be permitted only ' 3-�031 Eristmg buildings or structuces.Add�tions or slter- �Pro�•ided for m Sect►ons 3-t0� 1 1 throu�h 3-10-� 1 -� auons to any bu�ldina or structure shall conform with the re- 340�1.1.1 New bu►Idmgs. Fire escapes shall not constiture �.�uirements of the code for new comcruction Add�non� or a�y part of the required means ot eQre55 in new buildinQs alteranons shall not be made to an ecisun�buildin�or structure which will cause the eYistinQ buildinQ or structure to be in vio- 3�t0�1.1Z EYist�ng fire escapes.Eristm�fire escapes shall lation of any provision�of this code An eY�Stin�building plus be contmued to be accepted as a component in thz means of • add�nons shall comply w�th the heisht and area provistons of egre5s�n extsnng buildings only 567 20031NTERNATIONAL BUILDING CODE� EXISTIi�STRUCTURES umsa facility shall be located on the same floor and m the safety, health and�eneral welfare in existing buildings while , same area as the existmg facilities perm�ttmg repair,alteration,addition and change of occupancy 34097.10 Dressing,fitting and locker rooms.Where�t is �'lthout requinng full compliance with Chapters 2 through 33, techmcally infeasible to provide accessible dressing,fittin, or Sections 3401 3,and 3403 through 3407,except where com- . or laker rooms at the same location as similar types of pliance with other provistons of this code is specifically re- roo�,one accessible room on the same level shall be pro- 9uired in this section - vided.Where separate-sex facilities are provided, accessi- 3410.2 Applicability.Structures existing pnor to[DAT'E TO BE ble moms for each se;c shall be provided. Separate-sex INSERTED BY T'HE JURISDICTION (vOTE IT IS RECOMMEVDED faciLhes are not required where only umsex rooms are pro- THAT THIS DATE COINCIDE WITH THE EFFECTIVE DATE OF BUILD- 7 ° ��d� ING CODES WITHIN THE JURISD[CTION],in which there is work � � 3409J.11 Check-out aisles.Where check-out aisles are al- lnvolvmg additions,alterations or changes of occupancy shall ', tered at least one of each check-out aisle serving each func- be made to conform to the requirements of this section or the ? tion shall be made accesstble until the number of accessible provtstons of Sections 3403 throu�h 3407 The provisions in � checY-ou[aisles complies with Section 1109 12 2 Sections 3410 2 1 through 3410 2 5 shall apply to existing oc- ~ cupancies tha[ will contmue to be, or are proposed to be, m 3409.7.12 Thresholds.The maximum height of thresholds Groups A,B,E,F,M,R,S and U These provisions shali no[ap- at doorways shall be /, inch (19 1 mm) Such thresholds Ply to bu�ldincs wuh occupancies in Group H or I shall have beveled edses on each side 3409.8 Historic buildings. These prov�sions shall apply to 3410.2.1 Change in occupancy.Where an existins buildin� buildm� and facilities designated as histonc s[ructures that ►s chan�ed to a new occupancy class�fication and this sec- under�o alterauons or a chanae of occupancy, unless techm- tion is applicable,the provis�ons of this secnon tor the new cally mfeas�ble Whece compliance wuh the reqwrements for occupancy shall be used to determine compliance with this access�ble route5, ramps entrances or toilet tac�lities would code threatenor destroy the histonc sigmficance ot the buildin�or 3410.2Z Partial change in occupancy.Where a pornon of facility,as determined by the authonty havin,�unsd�cuon�the the bu�ldin� is chanoed ro a new occupancy classificat�on, alternauve requirements of Sections 3�09 8 1 throu��h and that pornon is separated trom the remainder of the 3-�09 HS tor that element 5ha11 be permitted buildms wuh tire bamerwall a5semblies havinQ a tire-resis- tance rat�ng 15 re u�red by Tsble 303 3 2 for the se arate oc- ' 3409.8.1 Site arr�val pomts.At least one accessible route 9 p � from a tiue amval point to an accessible entrance tihall be cupancies, or with approved compliance alternauves, the ' provided portion changed,hall be mscie ro contorm ro the provision5 ot this Section � 3d09.8.2 i�lultilevel buildings and facilities.An access�biz route from an accessible entrance to pub(ic space5 on the Where a portton of the build�n�is chan�_ed to a new occu- level of the access�ble entrance shall be provided pancy classiticat�on,and that portion is not separated from the remamder of the bmld�nQ with fire separation assem- 3�t09.8.3 Entrances.At lea�t one ma�n entrance Shall be sc- blies havms a fire-resistance ratinQ as requ�red by Tsble cess�6le 30?3 ?for the 5eparate occupancies,or wuh approved com- Exceptions: pliance altematives,the provisions ot this secnon wh�ch ap- 1 If a main entrance cannot be made accesyible an P�Y �o each occupancy shall apply to the entire building access�ble nonpublic entrance that is unlocked Where there are conflictm�,provision5,those requirements while the butldin�is occupied shall be prov�ded or `Nhich,ecure the�reater public satery shall apply to the en- ` nre buildin�or,tructure ? [f a main entrance cannot be made acce�sible a ` locked access�ble entrance with a not�ficat�on sys- 3a10.2.3 Addit�ons. Addittons ro eCtshn� buildin�s 5hall tem or remote monitonnQ shall be provided compfy wuh the requ�rements ot th►s code tor new con5truc- Sisns complyin_wuh Section l 1 lU�hall be pro��ded at tion The combined he�ght and area ot the eei�nn��buildin_ the pnm.uy entrance and the accessibfe entrance and the new add�tion�hall not eCCeed the he��_ht and area al- lowed by Chapter� Where a tire wall that complie5 «��th 3409.8.-1 T'oilet and bathmg facilities.Where toilet rooma Secuon 70�is prov�ded between the addition and the ecist- are provided,at least one accessible toilet room complyim_ in� bwldin= the add�uon Shall be considered a separate w�th Sect�on l 109? t shall be provided build�n� 3•t09.SS Ramps.The 5lope ot a ramp run of?-�inches(610 3�310?.��►Iterat�ons and repairs..�n eci5tin_buildin�or mm)maYimum shall not be steeper than one unit vertical in porcion thereot which does not comply wuh�the require- . e��ht units honzontal(1?-percent slope) ments of this code for new con5trucnon.shall not be altered or repaired in wch a manner that re5ults in the build�n_be- [EB] SECTION 3410 ln�fe5s safe or 5anitary than�uch buildinQ is currently It in COMPLIANCE ALTERNATIVES the alteration or repair.the current level of�atery or yanita- tion is to be reduced the portion altered or repsired shall 3-110.1 Compliance. The provisions of this section are �n- conform to the requirements of Chapters ? throu�h I?and - tended to maintain or increase the current degree of public Chaprers 14 throueh 33 570 2003 INTERNATIONAL BUILDING CODE� tructura Consu tants , , Apn13,2006 ' Dan Havekost Havekost&Associates � 1121 Grant Street Denver, CO 80203 . RE Antlers at Vail Condomimum 706 Loft Framing Dear Dan: I have reviewed the loft frammg shown on the drawings provided to me The framing consists of 4:c8 Douglas Fir Larch Beams at roughly 4'0" centers spamm�g about 10 feet from the precast umt wall to a stud beanng "�'slstructurally ad qua e�for actual de d loads aid code- used above this framing This fram g required live loads If you have additional questions, please call Sincerely, R.B Redwine o�pa R�c ....�, � �v••Q;S Q. '• ,��+� � c.�;d'�' • cn � 1��3 �' m '��.3 ?, v . ,�,�. . � •... . ��E . , 700 17`"Street, Surte 1900 150 East Beaver Creek Blvd A204 - Denver, CO 80202 P 0 Box 8009, Avon, CO 81620 (3031 575-9510 (9701 748-0711 (303) 575-9515 fax (970) 748-0722 fax �----.. < ..,�,-. .� � FIRE RESISTANCE DIRECTORY FiRE RESiSTANCE DIRECTORY 485 FIRE RESISTANCE RATINGS (BXU�—Continued FIRE RESISTANCE RATINGS BXUV)—Contmued ig to PS 1A3 spee�eaCOns Face grain of plywood to be perpendicular to Joists w�th Joints Design No. L536 i Unrestrained Assembly Rating-2 Hr Syatem Na 3 Finish Rating-71 Min Floonng-Floor Toppnp M'ottura'-8 gal max of water to 100 Ibs of floor toPP��9 mix- " C-�utv�t,.l}�T' pressrve stmngtA to be 2000 ps�m�n Thickness to be 1 in mm ��' i z a • s wNam,,,a oi„n,,.,e,n GypCm�Carp.-Typ.GC i.1 Unrtsd Shtes Gypawn Co-Type F 3arner�Opnonel►-Commucial asphalt saturated felt 0 030�n thick �� � �r�ng-15%32�n th�ck plywood min grade GD' Exposure t or C-D with extenor glue g e ig ta PS 1-63 spenfiwnons Face grem of plywaod to be perpendicular to�oisu with 7o�nts I� �� 9 � L _ . � System No 4 -� � �'- - • �Fioonng-Floor Toppmq MGcture'-8 gal max water to 80 Ibs min of topp�ng mixture to �� a �� ��• � ene ,ionr o.nu rax of sand Compressrve saength to be 1000 ps�min Thickness to be 3/4 in min GypCnt�Corp.-7ypa GC 1 2 3 Floonng Syatems-The finish floonng(Item 1) vapor retarder�Item 2)and the sub-floor- Unrtsd States�ypam Co.-Type F ing(Item 3)may consist of any one of the ollnw�n}systems � �erner-{Optwnsl}-Commarc�al Asphalt satureted felt,0 030 in thick �Syatem No , j j2�! 7�C� pEGKla �nng-15/32 ia thick plywood min grade C D Exposure 1 or C-D with extenor glus F�nish ftoonng-1 by 3 in T&G and end matched laid perpendicular to�oists ,g to PS 1-83 spx�fiwuons Fece grain of piywood to be perpendicular ta�oisu wnh�omu Vapar reterder-Commercial rosin-sized bwldmg paper,0 010 in thick � Sub-floonng-1 by 6 m T&G,fastened,diagonally to�oists System No 5 Fmiah iloonn iSyatem No 2 Fioonng--Fioor Toppnp A�xturs'-6 8 gal of water to 80 Ib of floor toppmg mixture to Compresswe stre�h ar Topping Mixture'-6 gal max of water to 100 Ibs of floor topp�ng mixture ft.of sand Th�ckneu to b�3/4 in m�n 19/32 in thick plywoadbsuZTrfToonn�o��mum Thickness is to be 3/4 in minimum when used with Heckw Indwtries,inc.-FORTA-F1LL Types 1 and II sudfloonng 9 f in minimum when used with 15/32 in thick plywood xmp-19/32 m Nicfc plywood mm grade C D Ezposure 1 or C-D wnh extenor glw ' �g to PS 1�3 specifiwnais Face gra��of plywood to be perpend�cular to�oists wnh�ointa: GyyCrete Corp-Type GC United Statea Gypaum Co.-Type F i Vapor retarder-{Optional�Commercial asphalt satureted felt 0 030 in th�ck Systam No 8 =� Su�floonng-15/32 or 19/32 in thick plywood min grade C-D Exposure 1 or C D with exte- Floonng--Floor Toppmp Muture'-10-13 gal of water to 170 Ibs of floor topp�ng mua nor glue conforming to PS 1 83 specificanons Face grein af plywood to be perpendicular to oists 35 16a o(sand.Compressm strongth 900 ps�min Th�ckness to be 3/4 in mmimum wh�n� wrth�oints staggered 1 � 19/32 in thkk plywood mb(loonng and 1 m mmimum when used wrth 15/32 in thidt'+ r"'-"-' - � � Flmeh floorm Syatem No 3 subfloonng. g-Floor Topping Mixture'1-8 gal max water ta 80 Ibs min af floor topping mixture Floor Cms Sqtsm�,tnc-Type II ' to 180 Ibs max of sand Compressrve strength to be 1000 psi minimum Thickness to be 3/4 in xtng-15/32 ar 19/32�a tfuck plywood mm grade C-D Exposure 1 or C-D wrth e�ct�ri�� mmimum when used wrth 19/32 m thick plywood su�ro�ing o�Tin mmimum when used wrth onformmg to PS t$3 speaficanons Face grein of plywood to be perpendicular to�oim�: 15/32 in thick plywood sub-floonng s staggersd. � United St tes G�rp-Type G Yp Systsm No 7 : V�por retardar--(Optional}--Commercial as halt sacura ed f It 0 030 in thick opp�ng MhRUrs'-Muc suffiaent amount of water to each 2 bags of Portland cament(Typ►� gubiloonng-15/32 or 19/32 in thick p :8 Ib bag of OG-102 or on�25 Ib bag of FS-104 and 1050 Ibs of saturated suAace dry _ a ylue conforming to PS 1 83 specificatpons�Face 1�ra n of C 0 Exposura 1 or C D with exten- ckness is 3/4 in.Bwlding pa0er(Item 2)is opnonal �r L �rrth�oints staggered 9 / P W+ood to be parpandicular to�oists Maatx Bwidns,ine-Typa PC Syetem No 4� onng-l/2 ia th�ck plywood wrth eztenot glue conformmg to PS 1 66 Face grom laid Rnuh floonng-Mm Q3/32 m thick T'dr G plywootl mm grede Underlayment or Sturd-f- v to�oists. � poor conforming to PS 7J4 specificanans Face gram ta be perpendmular to�oists wrth�omts of Syatem No 8 M����sh floanng and sub�floonng staggered Floonnp-Floor Toppm9 Mucrirs'-Foam concentrate mixed 40 1 by volume wrtA w�E�f V�POr reterdsr-Opt�onal Commercial rosm sized buildin g-Min 23/32 in thick T&G I 9 paper 0 010 in thick nded at 100 ps�through naule Mix at rete of 1 4 cubic feet of preformed foam to 94 f �o��oonn p ywood mm grade UnderlaymenY or Sturd 1 Flaor �rtland cemaM and 300 Ibs of sand wnh 5 1/2 gal of water Cast densiry of floar top g to PS 1-83 specifications Face grain to be perpendicular to�oists with�oints staggered 00 plus a minus 5 pcf M�n compressrve strength 1000 ps� Thickness 1•1/2 in System No 5 El�stwll Corpontion of Amenes-Type FF RO°�ToPC�ng Mixturo'-Mix suffic�ent amount of water to each 2 bags of Portland cement(Type Barnsr�Opoonal►--�Commeieial aephalt-saturated felt 0030 in thick �W.�Th cknesses 3/4Dn 8 Z�d'n one 25 Ib bag of FS•104 and 1050 Ibs of saturated surface dry onnq-15l32 m.th�ck ph�wood mm grode C 0 Eapoeure 1 or C D wrth extenor Ma�tsr Bwiden,l cep T(�tem 2)is aptwnal �rmin witfi PS 1-83 Fxa rein of plywood to be perpendieular to�oists wrth ointe ,� ype PC 9 9 1 lubFlooring-��y i� thick plywood with extenor glue conforming to PS 1 66 Face grain laid per- ^KMnOiCUlar to�oists �as Bndym�l by 4 ia ce When tAe floor�s consnvcted using the alternete floor system descnbed abovs us� �i �fsh Floonng-Fioor Toppmg M�xturs'St0.13 ga/of water to 170 Ibs of floor to 3 in cross bndgmp, c �695 Ibs of sand Compressrve strength 900 psi mmimum Thickness to be 3/4p n'm m�imum �od Jouri--2 Oy 10�a sp�cad 16 in 0 C firestapped ��used wnh 5/8 in thick plywood subfloonng and 1 in minimum when used with 1/2 in thick rnnp Ch�nndrAwi'i�nt-Famed ot 25 MSG galv steel spaced 24�n 0 C perpsnd � �04 subfloonng oists ChannW wadap0ed at splice 4 in and fastened to eaeh�oist wrth 1-1/4 in IonO " Floor Crste Syetema,Ine.-Type fI 7 channsl scmv ts �O°^^9-1�2 or 5/8 in thick plywood wrth eMenor glue minimum grade to be standard �Ilboard.Cypsum'-1/2 a 5/8 in thick 4 ft wide installed wrth long dimension `;��g to PS 1-66 specifications Face grom of plywood to be perpendicular to�oists w�th�oints ular to fumng ch�nnNs and ths sida adges of the board located between�aists.Fa �''�, furnng chan�wls wrth 1 x�bng wallbaard screws spaaed 12 in 0 C End �omn of /�h F���n 9 Syatem No 7 Y �rd(or lad+)wndaAy fasten�d co addrtionel pieces of fumng channel to extend a min r/axpanded at�10F0�r Toppi9 Mixture'-Foam concentrate mixed 40 1 b volume with water beyond a�s of b�a�ane Seraw loea•ed 3/4 m mm distance from sides and 1/2 iM1 e��P Ps�throu �noula Mix at rate of 1 4 cubie feet of prefarmed foam to 94 Ibs � ortland cement and 300 Ibs of sand with 5•1/2 gal af water Cast density of floor tapping m ende of wa0board{orlath►sheets � �� 100 plus or minus 5 pcf Min compressrve stren th 1000 s� Thickness 1•1/2 in CNotat Corp„TM Type FRP 9 P raw,Fumnq Chanmi--CasrAardenaA steel 1•1/4 in long,0 150�n diam shank,dis � Elest�zall Corporotion o(Amenca-Type FF $ v�R�qrder-(Opnonalf-Commercial asphalt saturoted felt 0 030 in chick nt Phillipstyps haaQ i�����g-15/32 in thick plywood min grode C D Ezposura 1 or C D with extenar glue fI ppWgll�'�wrd-Cp�sfi�ened steel 1 m long, 0 150 in diam shank salfdnllm0 ���nforming wrth pS 1-83 Face grain of plywood to be perpend�cular to�oists wnh Joints scag- mt Sysmn(NOt ShownF-FOr Wallboard or Lath Paper tape embedded m ceme �w•Bndgmg-1 6y 3 m rpound ovar�om[s,and upased screwheads covered wuh compound,w�th edges a( R ood Jo�ats-2 by 10�n spaced 16 in 0 C fire-stopped .,nd feaMsrad out ����nt Furnng Chsnnsla--Formed of 25 MSG electra-galvanized steel spaced 24 �n 0 C : �Pend�cular to�oists and located 12�n from each long edge of base layer wallboard Chan- emst�Jant Syst�m(Nat Shown�--For lath only A 3/18 in thickness of gypsum „+ �^p�aced with 1/0 m clearonce at the ends a�d fastened to each�oist wi[h 1-7/8 m long �lied to eirors sxposed surtxa ovar e�ther paper tape on�omss embedded in cem g cAannel screws Mi�end clearonce of channels to walls 3/8 in qddnianal pieces 60 rpound or 1-1/2 m.wide plus fiber tape stapled 8 in 0 C an�oints h to�g placed�mmediatel ad acent to channels for attachment of end�omts of second lay- +g ths Ul Gassdicauon Mxkuig � Y 1 �.. � LOOK FOR MARK ON PRODUCT LOOK FOR MARK ON PRODUCT �a -� �-s -4 FlRE RESiSTANCE DIRECTORY Y RRE RESiSTANCE DIRECTORY 735 � ,, iES1STANCE RATINGS (BXU�—Contmued FIRE RESISTANCE RATINGS (BXU�—Continued ,� � 1'/: by 3/16 in,24 m OC.secured to sili and lintel angles with 5/18 iti�f 5 Perlits conerote—Mimmum 5 in thiek of perlite eoncrete,4 to 8 cu ft of perltte eggregata• tom of channel slottad for axpens�on �'�a to 94 Ib of portland cement G Snapprd on channei 9 m.0 C s= , 'Beanng the UL Classificallon Markmg gler2 by 2 3/i6 in anehored 3 ft 0 C 3�t rete--4 eu ft vsrmkul�ts pyregete'to 94 Ib portland cement Sproy�� �� _ Des�gn No U301 ction Producn Div�w a srac.a�co of Canada.Ltd � ' - Assembly Rating-2 Hr &Co..Ltd ' ,Lewellen in' Beennq Wall �n Insulaban Co r'� Fimsh Rann �htslntermountem.lnc uf § g-68 Min �Const Proda Dn.,W R.Grace&Co 'k r^--16"0 C I 16�0 C ificat�an Marking � � �� %r � Des�gn No. U203 ��� �- I � ; � Assembly Rat�ng-2 Hr j'� a'• � Nonbeanng Wall A; y, ' ' I i z a �`;, \- �--r'nc--i x " OO � I 2x4�s fveSfoDpgd ' ^ '"` � • s� } 1 Nadhssds—Exposed or covered wrth�oint hmaher '' ' ` •' ''�' ' '' �- �, y� 2 Joints—Expoeed or covered with fiber tape and�oint fin�sher As an alternate,nominal 3/32 ���•w, � � _ tl - in thiek gypsum veneer plester may be applied to the entire surface of Classified veneer baaa 0. � � 4 [i},� board Jo�nts remforced / r ' 3 N�il�—&d cemenacoated nails 1-7/8 in long,0 0915 in shank diam 1/4 m d�am heads and , ( Bd cementcoated nails 23/8 in long,0 113 in shank diam 9/32 in diam heads �• ^�Y � Wallboard,Gypsum•-5/8 in thick two layers appl�ed erther honzontally or vertically Inner `x Isyer attached to studs with the 1-7/8 in nails spaced 6 in 0 C Outer layer attached to stude + � h over inner layer wrth the 2-3/8 m long nails spaced 8 m 0 C Verncal �omts located over wme.�ycr., i ,1 atuds Alt�oints in face layen staggered with�aints m base layers and with�o�nts an o � aide PPOSrta �truss-ryDe W�re studs spot-welded together at truss members Ind studf � � Canadlen Gyp�um Co Ltd—Types C,SCX,SHX,WRX ngitudinal 3 SWG wves of semicvcular cross section and contmuous � 1 , wire formm8 the wss members Studs secured to floor and cedinq `r pomtar G rp—Type 1 or FRP rype runnen YP�um—Type C,4 ar 9 rira La�h--1'/� in stucco mesh of No 17 steel wire gauge gelv wav�n ��� Gald Bond Bulding Products—Typee FSK FSK-G, 4,FSW,FSW-G or-4 �0 17 steel wve gaugs,vnres spaced 6 �n 0 C double layer papsr, °a«. Norwnt Gypsum--Type Fire X Pebeo Gypaum,A D�v of Pacifle Coaat Bldp Products.Inc—Types PG-2,-3 3W, �d to wire mesh w�th No 17 steel wire gauge wvea spaced 6 in 0 G 3WS,-4 or•H with'/. in diamster by 1 m long annular nng steei nails wtth'/. i�+. t Un�tsd Stets�G mond shaped poin4 spaced vertically 8 in 0 C at n6a and loeated at We�tsm G Yp�um Co—Type C,IP X1,IP X2 SCX SHC,SHX,Wp-C ur WRX edges overlaDPed m�n of!m � '�'�' YPsum Co—Type 1 �---3 2 cu h of p�rl�b eqprpets'(plastar)to 1 cu ft of portland eam�nC W�ndsor Gypsum Ine—Type WTR or WTR13 �y'M�nnp the UL Classificat�on Markmg ; eqwpment � Procsss�np Cor0.of Ftond� � �i ylv�nie Psrlrt�Cary.of Yark , Design No. U302 �of Hou�ton.lna �q Assembly Rat�ng-2 Hr Inc � ms Perlits Ca "�, Bsarinp Wall ts Conswcbon Products Div.W R Grece&Co Finish Ratm �g Runnsrs—Snaw��YDe •�� W�de by 1'/. m deep,fabncated from + g-59 Mm teei Runnsn secursd to floor and ce�ling with concrete fastenen s r, �6■0 C *NpTlf101 �ITAfIStOf13 �� 2X4s I 2 3 I-I/4' �sihcanon Markmg -1,. � •J Design No. U204 'w Z���r Assembly Rating-4 Hr ����r Nonbeanng Wall �� •+� I 2 4 3 5 �` _ HonZOntGI SQCtwn 4 1 w���ToP ond Bortom of Wall Effecnveiy F�resrapped r ��d.Gypsum'-5/8 in thick two layers applied erther honzontally or vertically Inner 5� ���+ttached to studs with Bd cementtoated nails 1 7/B in long,0 0915 in shank diam and � ��� �� Ciem heads spaced 8 in 0 C Outer layer attached ta studs aver mner layer wich Bd ��ttoated nads 2 3/8 in Iong 0 113 in shank diam and 9/32 in diam heads spacad 8 hj k��.Veroeal�omts loeated over studs Vemeal and honzontal�oints 6etween inner and out- ��Mn staggered Outer layer�oints covered with f�ber tape and compound nailheads cov- I 2 b3 ��w�M Icint compound Aa an altemate,nom 3/32 in thick gypsum veneer plaster may be �d to the annre surfaca ot Clasaified veneer baseboard Joints reinforced Wallboard oM- I 2 by 4 in spaced 16 in OC t�^�8 in wide must be applied honzontally �sum'—#nY C1au�fisd for fire ras�stanca 5/8 in thick wallboard� Canedian G ypes C SCX SHX WRX cally w�th beveled sauara or tapered edges Waliboard aKachsd ro Glotax Co Yp�um Co.,Ltd—T rype W bugla heed drywsll screws spacad vertically 24 �n OC �� Domtsr Gy�um Y Type C 6 5Ror g SF3 rom edge of wallbosrd G�rpie-Pecifie Corp.,Gypsum Drv—Types GPFS 1 GPFS3 GPFS4 �oard-1/2 in th�ck.4 h wide wood particleboard inatallad vert�u� Gold Bond Buildfnq Produets—Type FSW FSWG or FSK-G 2 in long cement coated nails 0 0915 in diametar shank and ��4 M Norws�t Gypsur�t-Type Fre X �d vertically 6 in OC � Ps�o Gypsum—Types PG•3 PG-4 i ne rods 0 225 m diameter spaced honxontally 16 m OC and v � ` z R�pubbe Gypaum Ca—Typa RG-1 RG-3,or RG-4 T�mplsEastsx,Ine.—Types-3 VPB-3 a LOOK FOR MARK ON PRODUCT r, '_ LOOK FOR MARK ON PRODUCT . .4 tl E5f5TAN-C�FiA?EDC�IVSTROL'S�IUN > TABLE 720.1(2}—continued RATED F1RE-RESISTANCE PERIODS FOR VARIOUS WALLS AND PARTITIONS a'O'P MINIMUM FINISHED . THICKNESS FACE-TO-FAC�b (inches) ITEM � � MATERIAL NUMBEA CONSTRUCTION 4 hour 3 hour 2 hour 1 hoyr � 2"x 4"wood studs 16"on center with two layers of 3/$"regular gypsum wallboard°each side,4d cooler"or wallboard"na�ls at 8"on center first layer,Sd 14-1 lh "' cooler"or wallboard"nails at 8"on center second layer w�th larmnatmg — — — 5 compound between layers,�oints staggered First layer applied full leneth verticall ,second la er a I�ed honzontall or verticall 2"x 4"wood studs l6"on center wtth two layers�/,'regular gypsum wallboard° 1�� �i m applied vemcally or honzont�ally each sidek,�omts staggered Nail base layer _ _ _ Si�� with 5d coolef'or wallboard na�ls at 8"on center face layer with 8d cooler"or wallboard"na�ls at 8"on center 2"x 4"wood studs 24"on center with 5/8'Type X gypsum wallboard`applied 14 Wood 14-1 3� m vertically or honzontally na�led with 6d cooler"or wallboard"nails at 7"on — — — 4��a studs—intenor center wuh end omts on nmimQ members Sta �er o�nts each s�de paru[ion with ?"x 4"fire-retardant-treated wood studs spaced 24"on center with one layer of gypsum l�� �i 5/�^Type X�ypsum wallboard°app(ied wrth face paper orain(long d�mension) _ _ _ ���}a wallboard parallet to studs Wallboard attached with 6d cooler"or wallboard nails at 7"on each s�de center - 2"x d"wood studs 16"on center wuh two layers 5/�"Type X gypsum wallboard` each s�de Base layers appl�ed verucally and nailed wrth 6d cooler"or wallboard" i m nails at 9"on center Face layer applied verticaily or honzontally and nailed with _ _ 6 _ ��-� � 8d coolec" or wallboard"nails at 7"on center For na�l-adhesrve appl�cauon. base layers are nailed 6"on center Face layers applied with coaung ot approved - wallboard adhesive and na�led 13"on center ` 2"x 3"tire-retardant-treated wood studs spaced 34"on center with one layer of • l-l-I 6� 5���TyPe X�ypsum wallboard°applied with face paper�ram(long dimension) _ _ _ 3s�ya at nght angles to studs Wallboard attached w�th 6d cement-coated box nails ' ti aced 7"cm center � Extenor�urtace with 3/i'drop sidmg over'/,"aypsum sheathine on 2"x�" wood studs at 16"on center,mtenor surtace treatment as reqwred tor l5-I 1� "' 1-hour-rated extenor or mtenor 3"x-�"wood atud p.utihons Gypsum Sheathm_ — — — Vanes ns�led wrth I�/1"by No I 1 �age by�/ib'head�alvanized nails a[8"on center Sidme nailed wuh 7d ealvanized smooth box nails Z"x-t"wood studs l6"on center w�th metal lath and`/;'cemen[plaster on each l5-I 2� "' ��de Lath attached wuh 6d common nails 7"on center dnven to I"mmimum _ _ _ j��Y penetrauon and bent over Plaster mir 1 �tor Scr�tch coat.uid I 5 for brown l5 Ertenor or coat bv volume,cement to sand mtenor walls '?"x-t"wood ytuds l6"on center with�/g"cement plaster(measured trom the 15.� ,� m tace ot studsl on the extenor�urface w�th intenor surtace treatment as required _ _ _ Vanes for mtenor wood stud part�uons m this table Plaster m�r I -i br scratch coat and l � for brown�oat bv��olume cement to,and 3`/,�"No 16 ga_e noncombustible studs l6"on center w�th�/,�"cement plaater (meysured trom the tace ot the Studs)on the e�ctenor Surt��e wnh�ntenor l�-1 -� surtace treatmznt as reqmred tor intenor.nonbeanng,noncombusuble stud — — — Vanes`' parutions m thi+table Plaster m�x I -t tor scratch coat and I �tor brown coat, bv volume cement to sand (�ontr�ti�ed) • ��a 2003 INTERNATIONAL BUILDING COOE� �