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9
<br /> Scott Schreffler
<br /> Architect
<br /> ... >;,�
<br /> 116 ' GA-600-2012 F1RE RESISTANCE DESiGN MANUq� Wall SCh2dU�@
<br /> Type Mark � Description Width Fire Rating
<br /> :,
<br /> GA F16E NO.FC 5725 GENERIC 2 HOUR SHAFT WALLS
<br /> waoo F�voR, WOOD JOISTS, cYPsunn wA��goaRo F1RE GA FILE NO. WP 7095 PROPRIETARY* 2 HQUR 45 to 49 S ' ' - ' ' ' ' - " -
<br /> , F TC A Existing 2x6 Cross Laminated Timber (CLT) Solid Wall. 0 5 2 HOUR
<br /> R►�ia Fu�Rit�� cHaNrvE�s ` F�RE SOUND See below for fire resistance calculation.
<br /> ': � Y . , � . , . : , <.. _ .. ; GYPSUM WALL80ARD, STEEL C-H STUDS .,�
<br /> Base(ayer 5/s"type X 9YPsum wallboard applied atright an 1es to 2 x 8 wood'oists 24"o:c. ;, „ . .
<br /> �� � � � _ �� _
<br /> � � �� ,, g „ � C t� One layer 1 x 24 propnetarySype X gypsum paneis Mnserted between 2�/z"floor anti ceilin `. : . `. - -- . B 2X4 wood studs 16 O.C. with 2 la ers T 8 X � 6 2 HOUR
<br /> with 1 !a Type W drywai! screws 12 a.c. Second (ayer 5fs type X gYPsum wallboard !� M . . � „_ . 9 , . ,. � :.... - . :,. @ � � Y YP
<br /> J runners with H section of 2 h propr�etary vented C-N steel studs between paneis. � r— '_ •
<br /> -� � , ,-,-1 r,��,_.: GYpsum Bd Each Side
<br /> aPPlied at right angles to jaists with 2" TYPe W drywali screws 12" o.c. Second layer � � . , ,� F , , �,,1
<br /> 'oints ofFs t 2 ° . ' ' s ° . � � QPPOSITE SIDE; Base 1a er�Iz" ro riefa t e X sum wallb ard or F A ` � j t = � � �
<br /> ) e 4 from base layer�oints.Third(ayer /a type X gypsum wallboard applied • . X P p tY YR 9YP o gypsum veneer . : ,
<br /> . . . : �, � ba . �� _ . ,.• , n � n
<br /> at n ht a le ' � �� • � � . .. . __ . se app�ied paraliei to studs with � Type s drywa�i screws 24" o.a Face �a er �i�" ' C GA Flle NO. WP 4135. 2x4 or 2x6 Wood Studs @ 16 0 - 8 2 - HOUR
<br /> g ng s to�oists w�th 2 Jz Type W drywall screws 12 o.c.Third layer�omts offset ., � . , Y
<br /> „ . . .� . . ro neta t e `
<br /> 12 from second la er otnts. Hat= 7 �� • �—`--�--- '—=----- —�_:; .,:: ' p p ry yP X gypsum waliboard or gypsum veneer base applied parallel to studs �.C. With 2 �a @I'S T 2 �X� G sum Bd Each Side
<br /> Y 1 shaped /s ngtd furnng channeis 24 o.c: appi�ed at ,-._. _.�..-:– ----__ _____._.� ,.r�,_�, . • ,,- ,, . „` . : � � � y yp yp
<br /> right angles to 'oists over third la er w[th two 2�Jz"lo with 151a Type S drywall screws 12 o:c:Jomts off$et 24 o.c.firom base layer�aints. , , ,
<br /> J y ng Type W drywail screws at each ' " ' " ARCHITECT:
<br /> joist. Face la er 5!e" e X sum wallboard a lied a " ' -• Sound testedwith 1"minera►fiber insulation in cavit . N� ' � + �� D Typical partition walL (1) layer 5/8 gyp bd each side of 0 - 5
<br /> Y tYP 9Yp pp t,right angles to furring channels Approx. Ge�lmg . y { B) Thickness. 3 Is
<br /> w�t4 1�la Type S drywal!scrPws 12 o.c.Wood jaists supporting 3la"T&G edge piywood Weic ht: 12 sf Approx.Weight: 9 psf 2X4 WOOCI StUCIS at �6�� O.C. Scott Schreffler
<br /> � p PROPRIETARY GYPSUM BOARR Licensed Architect#10376
<br /> Fi�e Test: UL R1319, 82NK27438, � �� • ! � �� , _ _ ;
<br /> - Phone.425 870 2656
<br /> floor applied at right angles ta joists with 8d nails 6"o.c.at joints and 12"at intermediate Fire Test: U�R4024, �ONK26545, E Plumbin wall 2x8 wOod stud 16 O.C. Wlth 1 (a er 0 9 1/4
<br /> 12-17-82,
<br /> joists. Ceiling provides twv-hour fire-resistance protectior�for wood framing. 4-27-01; Lafarge NorthAmerica Inc. - �Jz"Firecheck0 T e C ` � �� g' ' ' � ` ) y Emaii:scottgs@netzero.net
<br /> UL R�024, 03NK11206, United States G sum Com an _ 1 YP UL Qesign U438 5/8 type X gyp bd each side.
<br /> yp p y (z"SHEETROGKO Brand FIRECODEO C Field SoundTest;BBN750706, 7-16-75
<br /> 3-19-03; �o�e Gypsum Pane�s F GA File NO.WP 7095 Ot' 7096: 2-1/2" Met C-H Stud @ 0' - 4 3/4" 2-HOUR
<br /> UL Design L556; - 1°SHEETRQCKO Brand Gypsum �6" �.C. with (1) iayer 1° Type �X' Gyp Bd Hidden Side; GENERAL CONTRACTOR:
<br /> u�c oes�gn r�n5�4 ��ne�P��eis 2 la ers 5l8" T e 'X' G Bd ex osed side
<br /> � ) Y YP YP P wES Construction
<br /> 1806 Marine Dr NE
<br /> GA FlLE NO. FC 5750 GENERIC 2 HOUR Marysville,WA 98271
<br /> WOOD FI.QOR, WOOD 1-JOISTS, GYPSUM WAL�BOARD, FIRE
<br /> Mark Reichlin, President
<br /> GA FILE NO. WP 7Q9& PROPRIETARY* 2 HOUR 45 to 49 STC Fax:425 7 40-0201 48
<br /> RtGID FURRING CHANNELS � . . . . - , . ,
<br /> Base layer 5!s"type X gypsum wallboard applied at ri ht an les ta 9�Iz"dee wood I-'oists GYPSUM WALLBOARD STEEL C-H G-T OR 1 STUDS FIRE SOUND e-mail: markr wes-construction.com
<br /> 24" o.c. with 1�la" T e W d a(I screw ° g g 5 ° P � ,� �t . ' : ' FIRE RESISTANCE WALL TYPE A: @
<br /> yp ryw s 12 o.e. Second layer /a type X gypsum � One layer 1 x 24 propnetary type X gypsum panels inserted between 2�lz"floor and ceilin • - —. i--
<br /> wallboard a !i . . : . �� � 9 }
<br /> Pp ed at nght angles to I-)oists wtth 2 Type W drywall,screws 12" o.c. . � „ . .� - ...` � - . :. ' .
<br /> � J:runners with T section of 2 /z steel C-H,C-T,or 1 studs between anels. ' '�
<br /> Second la er 'oints offs t ° ' ' ' � ° p v��<<- --v�v,-- As noted in IBC Section 722.1 the fire resistance of ex osed wood shall be ermitted in accordance with cha ter 16 of ANSI/AF&PA
<br /> ,�,�..h,t,��.,,, . . .
<br /> y 1 e 24 from base layer�oints. Third fayer /a type X 9YPsum . ,� • , , . ;.,L., . , , . . . . � . P . P . . P
<br /> �. . .. . . . ....�..� ...�.� . � � _ � . � � . . �.. k. X t .f. ,. .�. ....y .
<br /> „ „ , .;. . QPPOSITE SIDE Base la er /z ro neta t e X a sum wallboar �;
<br /> wa►lboard a lied at ri h#an les to !-oist i 1 . . � ., . .. Y F� P ry Yp ,.YP d appf�ed at right . ._ : . . . ; National Desi n S ecification for wood construction. Tthe ex ected fire resistance is derived from the ublished charrin rate for solid
<br /> pP g g � s w th 2 /z T e W d wall screws 12 o.c; 9 p P . . P 9 . .
<br /> YP rY _ ., . ..... • „ �� ,
<br /> : . . �� . : . . . .. . - ... .. an les to sfuds th 1 . ,. _ _. . . . . ��
<br /> „ __., g wi 7ype S drywall screws 24 o.c. and 6 from floor and ceilm � -
<br /> Th�rd la er oints ofFset 12 from second (a er oi - 7 :�_.___ ..#���-: 9 sawn wood of 1.5 inches/hour under the ex osed fire conditions of ASTM E119. Therefore the fire resistance of the 5 thick nail laminated
<br /> Y f Y J nts. Hat shaped /s r�g�d furnng �.. �_�__F �..:_�_.� .._,--_.�_;;�.____�. . � ,, . ; p ,..,,,,�,�,
<br /> �� -� , : . . : . . , runners. Face la er /s ro neta e X sum wallboard a lied . . . .
<br /> channels 24 o.c. a lied at n ht an les to 1-oists ove t ir � ° . Y p p ry�Yp 9YP pp paralle(to studs existing wood wall has a fire resistance rating of at least 2 hours.
<br /> PP 9 9 1 r h d (ayer with two 2 tz long with 15/s" T e S d all screws 12" o.c, and 3"from flaor and ceili '' �.���� - ' °
<br /> Type W drywall,screws at each L-joist. Face layer sfs"type X gypsum wallboard a lied •� Yp �`�' ng runners. Jnints
<br /> PP. APPrax, Geiling offset 24"'from base layer jaints:' ����,����
<br /> at right angles to furring channe{s with 1�!s°TYPe,'S drywall screws 12°a.c.Wood 1-jaists Wei h : . . . . . .
<br /> Thickness 3�li' , .
<br /> � � .
<br /> . 3 „ . . . . . : . g t 12 psf Sound tested with 1" lass fiberinsulation fnct�on fit in stud A ' • ' � . �-:.��
<br /> su art�n /a T�G ed e I rrood floor a hed at n ht an les to d-oists with$d nails 9 space.(NLB) pprox:Weight. 9 psf
<br /> PP 9 9 P Y' pp 9 9 1 Fire Test: UL R4024, OONK26545; ,
<br /> Fire Test. UL R$701, 98NK33190,
<br /> Door Schedule
<br /> 6" o.c. at joints and 12" at intermediate I-joists. Ceiti�g provides two-hour fire- 4•27-01', PRQPRIETARY GYPSUM SOARQ 7-12-
<br /> 99,
<br /> resistance protectlon for wood framing. UL Desi n L556;
<br /> u�c oe9� n M��� ce�arnTe�a�ypsum i��. u��es�9n u4�� - Level Mark Height Width Fire Rating Type Comments
<br /> g - t/z"CertainTeedO Type C Gypsum Board ' Sou+id Test. RAL TL$9 379, 11 7 89,
<br /> _ 1��GertainTeedO Shaftliner Type X WEAL 84-108 3-16-84 �C�#fiT C3 ;�CHRSF`I'L$R
<br /> GYPsum Board
<br /> Basement B02 7' - 0" 3, _ 0" Non-Rated metal door and frame ����� �� '������"�:
<br /> , _ ,� 3. _ ,� II tal Frame & S lid ore door per IBC 1008 -`
<br /> Basement B05A 7' - 0" 3' - 6" Non-Rated me al door and frame
<br /> - Basement B05B 7' - 0" 3' - 0" 90 MW Hallow metal Frame & Solid Core door per IBC 1008
<br /> *Contact the manufacturer'far more`detailed information on praprietary praduets. Basement B05C 7' - 0" 3' - 6" Non-Rated metal door and frame
<br /> Basement B05D 7' - 0" 3' - 6" Non-Rated metal door and frame
<br /> Basement B06A 7' - 0" 6' - 0" Double non-rated metal door and frame
<br /> 2 2-Hour Floor Assemblies � 2-Hour rated Shaftwall First Floor 001A 7' - 0" 6' - 0" 90 MIN Double-Metal Door and Frame per IBC 1008
<br /> 1" = 30'-0" 1/8" = 1'-0"
<br /> First Floor 101 7' - 0" 3' - 0" 90 MIN Hollow metal Frame & Solid Core door per IBC 1008
<br /> First Floor 103 7' - 0" 3' -0" Non-Rated metal door and frame B U I I d I I7 g
<br /> First Floor 104B 10' - 0" 12' - 0° Overhead sectional door
<br /> First Floor 105B 10' - 0" 12' - 0° Overhead sectional door Permit Revision
<br /> First Floor 106 7' - 0" 3' - 0° Non-Rated metal door and frame �:
<br /> GA FILE NO, WP 4135 GENERIC 2 HQl1R 40 Yo 44 STC First Floor 106a 7' - 0" 3' - 0" Non-Rated metal door and frame S G pte I'Y�be r � 2, 2016
<br /> �YPsuM wa��soaR�,woo�sTuas FtRE sauNo First Floor 106b 7' - 0" 3' - 0" Non-Rated metal door and frame
<br /> 8ase layer 5/s"type X gypsum wallboard or gypsum veneer base applied at right angles to �. ' - � • �' � n � ��
<br /> each side of 2 x 4 wood studs 24"o.c.with 6d coated nails, 17ls"long,O.Q$5"shank, Va" � ' " � ` ' � � FIfSt F�OOC' S1-1 7 - 0 3 - � Non-Rated metal door and frame
<br /> hea ds,2 4"o.c.Face layer 5 Ia°type X gypsum wa l l boar d or gypsum veneer base applied � �� i � � � First Floor S3-1 7� - ��� 3� - ��� Non-Rated metal door and frame
<br /> at right angles to each side with 8d coated nails,23(s"long,0,100"shank;T/a°heads,$" � I; 5' t � No. Description Date
<br /> o.�. � ` I First Floor S3-1A 7' - 0" 3' - 0° 90 MIN Hollow metal Frame & Solid Core door per IBC 1008 1 Revision 1 oate �
<br /> � _-_ : ,
<br /> �toints staggered 24" each{ayer and side. Souod tested with stud$ 16"o.c. and with nails ' � �-�--� �--"-�"�"�mm=} First Floor S3-1 B 7' - 0° 3' - 0" 90 MIN Hollow metal Frame & Solid Core door per IBC 10
<br /> for base layer spaced 6"`o.a (IOAD-BEARING}
<br /> Tn���ness: 61�8�� Second Floor 002A 7' - 0" 6' - 0" 90 MIN Double-Metal Door and Frame p r I 1
<br /> apPr°x�`Ne'gnt: '2 psf - 0" ow metal rame & Soli ore door er1BC 1008
<br /> Fire Test: FM WP 360,9-27-74 p
<br /> souna r�sf: NGc zsss,�-�-7o Second Floor 202 7' - 0° 3' - 0" Non-Rated metal door and frame
<br /> Second Floor 203 7' - 0" 3' - 0" Non-Rated metal door and frame
<br /> Second Floor 204 7' - 0" 3' - 0" Non-Rated metal door and frame
<br /> Second Floor 205 7' - 0" 6' - 0" Double non-rated metal door and frame
<br /> Second Floor 206 7' - 0" 6' - 0" Double non-rated metal door and frame
<br /> Second Floor 207A 7' - 0" 6' - 0" Double non-rated metal door and frame
<br /> *Contact the manufacturer for more detailed information on proprietary products. Second Floor 207B 7' - 0" 3' - 0" 90 MIN Hollow metal Frame & Solid Core door per IBC 1008
<br /> Second Floor S2-2 7' - 0" 3' - 0° Non-Rated metal door and frame
<br /> ' Second Floor S3-2A 7' - 0" 3' - 0" 90 MIN Hollow metal Frame & Solid Core door per IBC 1008
<br /> Second Floor S3-2B 7' - 0" 3' - 0" 90 MIN Hollow metal Frame & Solid Core door per IBC 1008
<br /> 3 2-H�our rated Wood Floor/ Ceiling Third Floor 003 T - 0�� 61 - O;i 90 MIN Double-Metal Door and Frame per IBC 1008 .
<br /> 3/8 - 1 -0 Third Floor 301 7 - 0 3 - 0 90 MIN Hollow metal Frame & Solid Core door per IBC 1008
<br /> Third Floor 302 7' - 0" 3' - 6" Non-Rated metal door and frame
<br /> Third Floor 303 7' - 0" 3' - 6" Non-Rated metal door and frame
<br /> Third Floor 304 7' - 0" 6' - 0" Double non-rated metal door and frame
<br /> Third Floor 305 7' - 0" 6' - 0" Double non-rated metal door and frame �
<br /> Third Floor 306A 7' - 0" 6' - 0" Double non-rated metal door and frame
<br /> Third Floor 306B 7' - 0" 3' - 0" 90 MIN Hollow metal Frame & Solid Core door per IBC 1008
<br /> Third Floor S2-3 7' - 0" 3' - 0" 90 MIN Hollow metal Frame & Solid Core door per IBC 1008 Riverside Lofts
<br /> Third Floor S3-3 7' - 0° 3' - 0" 90 MIN Hollow metal Frame & Solid Core door per IBC 1008
<br /> Third Floor S3-3B 7' - 0" 3' - 0" 90 MIN Hollow metal Frame & Solid Core door per IBC 1008 TeC�C�I1t I I�Y�prOVel�Y�el1t
<br /> Mezzanine OOM 7' - 0" 6' - 0" 90 MIN Double-Metal Door and Frame per IBC 1008
<br /> Door Schedule and
<br /> Walf Details
<br /> Project number 2015-01
<br /> Date August 28, 2015
<br /> Drawn by AUthOf
<br /> Checked by Cfl@Ckel' a
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