Loading...
HomeMy WebLinkAboutVail Village Filing 7 Tract B Northwoods Bldg B Unit 309.PDF U s U N 00 Q O Q LW E7M E I E7= N UN I T #50di fl� NORTHY4001 5LI 5 Community Cevebpment Department �' �( i,z R Dullding Safety end Inspection Services lu !u r B HL soctio, l cs •q LEVI E- SE -9 -I Cullding Code/international Residential _ i l Code VL!. .:.f cJ I;er": 1. The Issuance or granting of a per.. t shall not be cenc;ru.;;to bo a permit for,or an approval of,any v elat:on of any cf tao provisions of this code or of any other ordinance of tae junsdlct:en Permit:,presuming to g:vo authority to viola'o or coral the provision,;of th:o codo cr othor ordinances of tho Juncd:ct on c:;ill not be valid The Iscuanco of a permit based on cenctr:c.,cn dcc ., _ns and L 11L other data c,GJ net prcvcrt t::o Lz-,Jc n j cf,'I'cl f c.-'l rcwu,r,�g trio \/AIL %UeO ORAPO correct on cf orrcrs In tho cc^c;-:c c-I sec ;,,ca" End other data The budding official Is doo prcvc,t cccu;ancy cr use of a structure v.hcro In v:o'aticn of this code or of any other ordinances of this JL:rIShcCtlen �peprrbse►ItdLhrnnsrrlrq' PLANS EXAMINER: ,._DATE: 6--4-0c. 75 Ronbye Abr11 va4 D&Wb 8107 •. 1Z r'XQ .�'► {�EVts P��,►.►5 cCFA fAX 97D�N3� Architectural Comments: Ldv" to 40 AN odw 1 Previous TOV building permit records indicate this building is type III-A construction. Please clarify dell Plan re+Aew aommo is an: +below W*W W M W* construction type on the plans. Please note if this is a type II building as specified on the plans, cwnmenb have been resolved. WNW1121111021KIM �I ming is not permitted. ng structure appears to be all non-combustible. F•� •ItG• P- W z .� 2 Amend plans to include complete allowable area calculations per IBC 503. The proposed additional � ro' Nedbo Oor ucdon tlet Le*w�' building square footage and existing total building B area must be within the tai allowable area for W) �-- FI1X/t aIR: a re' A JRoYle type of contruction based on occupancy type. , �peanebom � JN U MrMb A" ' jllib' i'7 17RAKN& INC�EX e 2 3 Specify non-combustible'wail constriction at all exterior walls as required for type III-A construction. OF per' Ches c�uraon,ilkilid<ng lgarrs E�mirter Include wall construction details on the plans. �° 04/14/2006 ARCH I TEGTURAL BETH LEVI NE ARCHITECT, INC. � � �,pG PEOW�: '�� 4 Revise sheet Al.i to designate new exterior wall construction at the kitchen area and upper levels. �Wa faHllli COVER SHEET P.O. BOX 1825 0o vatl valley a+Me,�� � G�,�S•1 � i G l � 60 5 Specify exterior wall construction per IBC 106.1.3 and show non-combustible cDnsbu:dw and nor- AVON, GO 81620 i•� TM M-A 1combustWe siding above the 3rd story per IBC 1405.4 6 �►1.1 2. A I.I E EX 15T I NG MAIN LEVEL PLAN (1-10) 926-4993 FAX (q-70) q26-2193 O rW04WR Fsr� ? A1.2E EXISTING UPPER LEVEL PLAN CON-ACT: BETH LEVINE �6 AREA: 6 Revise plans to include complete construction details for all 1 hour floor/ceiling assemblies, 1 hour O �t,e abnnw far have�r for anoe vritfi the structural eolumns/beams, and 1 hour roof/ceiling assemblies. Reference all cor rigs. details on A 1.3E EXISTING ROOF PLAN tc+o f cods 200c3 � a plan sheets and include complete UL,gypsum association or other flre rmistlw listings. IBC table V code.2003�ritorriationel Gas node, the To Of 601, type m-A. � �a1, A2.IE EXISTING WEST ELEVATION ►-a t Conservation code and.2002 NeliQnlli �as rrwd8ed acrd adopted by OL, ENT ►-i Vail. 7 Include construction details for installation of all new recessed light fixtures In the 1 hour A2.2E EXISTING NORTH ELEVATION 0 GvNtM 1'� I- or roof ceilings. IBC z. Z'4-2 2 f7 AI.I MAIN LEVEL PLAN u IIWA l� I 8 Specify fire dampers at all new bath exhaust fan,or HVAC ductwork In the 1 hour floor/ceiling or VEAL�� " `�'�� roof/ceiling. IBC 716. 1�1� jy- -CIS.} '[- '�'{•} ( u _�f''L� A1.2 UPPER LEVEL PLAN NOR 'I�WOODS BLDG. B UNIT #301 -t" RN A1.3 ROOF PLAN VAIL, COLORADO 2 V ri.,,r- G _ J 9 Specify class B shakes on all new roof areas. IBC table 1505.1 G �j s A2.1 WEST ELEVATION 10 Amend plans to dearly show IocatiQns of exit access, exit doors on each level. Access to two exits is I 0 - 0��A91Wl1X1+,& L ' ►. 'taN.� r� IBcch. to � A).) �, �.i,� � 6�riN�i P1-r acwrh �{ A2.2 NORTH ELEVATION C�'if1RUCTURAL. r , trV ��-- 1:11Lk71 �0-° T - � �� 3•i�'�3- 11 Specify 20 minute doors at unit exit doors Into existing corridors. IBC 1016, 708. Y4,9 ,,o A3•1 SECTIONS _ .. --:���'� - --�,�,t •�j �-� - - .�� - •2o Ml� �� 'tom P� ��� ��1C7 I ���R _ f 12 Coordinate detail i/A3.1 with Sbuctural drawings. Provide 1 hour assembly at any combustible A6.I ELECTRICAL ._ construction at the new deck. IBC 1406.3 t.,t.=� ��j, � STRUCTURAL 2 �o�to i<xkide and ���rg be w �a"� 13 Clearly show ceiling heights at bathroom 3 and 4 at th^new ceiling areas. Maintain minimum 7'per 51 SPEG I F I GAT I ON KRM� CONSULTANTS, INC. bulk"s�fam'a� PO P 7X 4512 CL type of aonstrudllon bend on eon WcV 41pe• ��ySYwprle�sati�rl/N +� ��`'ZaO IBC 1208 mac '` �''1� �' 1 '2 52 MAIN FLOOR FRAMING PLAN VAIL, GO 81658 o I�r�spOrrnsard�rdlrafd�rawlsd . �fti2 �14M- - � 53 UPPER FLOOR FRAMING PLAN (cl�0) 949-cl3gl FAX (q-70) q4q-157`1 aai 14 Coordinate building construction type with the architectural plans and comments 1, 2. �S -1, i° 3 spedt�,non-CorNx>etlbie wan oonsCtton at ae eftbr ways as wed for�ffi�°0 on' 54 ROOF FRAMING PLAN GON'1 ACT: LOREN HILL Qaonatrudtm dmb an the plans. abawcdlar. A afJfrr _ 15 Type III-A construction requires non combustible constru n at exterior walls. Revise plans A&W at as 1 - accordingly. IBC 602.3 Sheet S3, S4 lid �, PERMIT 03. t o.06 o- to - ucflon detaAs tar aw txxr floor/ 16 Revise structural design criteria. Include all required information per IBC 1603.1.4 and 1603.1.5. REV 15ED PERMIT 04. 1 1 .Ob N 6 sdtitbural coluiviii eam46 and 1 hour rocNcel"assembnea. Renlxetroe OR ors" This building is not an exempt single family dwelling. j �, Towr (if 11nif 1. M plan dwo and br*xle OmVk tie UL, aseodetlon or other lble reeisitire Ifslkgs. ' r r= N 601,tarps��►. �� d ,1 DG2 17 Revise structural design criteria for deck dead load. Coordinate with detail 1/S2. �' G I R i.. NOTES Iadkmft *ft* 6rd>telfbrrr colbaratarrdfllwram l NEI�J;;30 CONSTRUCTION jbc*m tdadlterforOw1@Ipiarl adrtllber/sraffltg+ra Marar f - °o ��,���� 18 Include documentation to show the proposed addition complies with IBC 3403.2 G� e �' PO EJ-OX 3419 ` CAw*j oft A waiamemWON P' Nidw&SAmorp&wliorb detai~s won of ar new reaeaaed IfOiftftbi 8s in the 1 hour 19 Include statement of special inspections as required per IBC 1704.1.1, c, e ' U�� 1.) ALL NEW CONSTRUCTION SHALL MATCH VAIL, GO 81658 7 712A2. EXI5TINCG MATERIALS AND QUALITY OF (cl70) 845-1001 FAX (q-10) 845-Gg19 � �ftw� 1lArreis�d>Idetwarmeb4eaamr( 20 Specify eonrection of new ridge beam to 3x3 TS column. Also include connection schedule for TS>b k fb1I4ddbrar�� >•' Ihh WlOx22 beam • L CONSTRUCTION EXCEPT WHERE NOTED. GONE-ACT: PATRICK PINNELL [) r ' vl•k .l f�tiL ia5'flr�P ,bl 1 A4 is %J d g dampers at an new bath e�ftm fey or WAC dum wk in 1 hour ttoor/eeilirrg a 21 Specify conrection of new W 10x22 to the(3) 2x6 column,and connection schedule for(3)2x6 2.) THE CONTRACTOR SHALL FIELD VERIFY ALL AUG 16 2006 O roof 19C n6.av�l> � r wjWAv Ara�bda d>we t A wra column to existing W 14x30 below. e;� , wC1%k-e DIMENSIONS WITH THE EXISTING L.•I I J I UL I ®�I S Mdf CONSTRUCTION AND COORDINATE WITH THE CALCULATIONS, J f r • - -- � ARCHITECT. 20 Include mechanical plan to show all new work. 'tD � � �� ¢ - 12 Caordinift i/AB.i wrot structural drarwntts• Provide i hour assembly at arty eovtexrstlbk 'A µt �l�� �N1 jy�'r It-kcw 7E-p 4G� �c kf1 3) ALL NEW CONSTRUCTION SHALL FOLLOW MAIN LEVEL 250. 6 constr w i,9 14OL3 11A3J d Please rBer t°ti'e o ww'hei r°r;;°r"°fi! on res"bmittl"s plans' I"°"der ti°avoM delays In bsuance of CURRENT BUILDING CODES UPPER LEVEL 53-7 5 a pernMt;pkmm check ail requested Inftm dw is included wm the resuWn t eld plans. Please submit , revised plane as a complete set. partial plan resubrnittaIs will not be reviewed. TOTAL non oombut Chris Gunion 4) DO NOT SCALE DRAWINGS ADDI I-IONAL GRFA -75-7 . q _ is Type M-A eor iam com reclultes at eod>ertor wells. Revise plants �rgh• 18C 60 53,S� I.C.C. Plans Examiner a000 2.3 o � ar�fy,��„*„;�raecata wMewis MWaysas_ AW" _ Town of Vail Building Safety and Inspection Services n aorra6er;,N I Ammar .- _ =�'- - 970.479.2369 cgunion @vailgov.com U 201-0" 20'-0' 20'-0" } ° G� o - W oo L_ _J L_ `V NN W 0 U o C3 <C 31n' 20'-0' 20-0' I 1 / I w-7 1n' II'-O In" 5-5 V2' 2'-0' 31-0 V2' 2'-0'3 In 61-01/2! S I/2 r r OPEN TO GREAT ROOM BELOW 3/8' I CLOSE I o _ BATH HALL I EVIN ' I r LOFT OVERLOOK 53'-I-1/2" (8254.19') ti7 ` i'�Nsr 'a TA. BFLOOR LOFT BEDROOM m LINEN C m LOFT W r 25'-5 In" W-6 3/4' 3'-2 3/4' T-O In 61-01/2" C�1 EXI5TING ONE HOUR 31n' 31/2' PARTY WALL I I EX I ST I N& UPPER Lr—\/t=L FLAN "Oro SCALE: 1/4" = V-O" NORTH BUILDING LEVEL FOUR f� i � 20-01 20'-0' 20'-0° �,✓ r 5-33/4" 14'-1 1/4' q'-0" 16'-101/4' 14'-0 518' I'-II 5/Ib' 3'-4 7/8' 3'-4 1/8' 3'-4 l/8' It-11 511b ( I I r' 2'-I 15/16" 3' 1/4' 3'-11/8' 4'-21n' 5'-21/4' SILL 201 AFF _ - - - - - Fn SILL•40"AFF � I W_G.D •04-3/4'AFF f= Map- m SILL•585 21 A OW ` ® o III I IL 6-3/4" 4FF (I El Y T O HEARTH °o GREAT ROOM fl. ' 4 � � I � KITCHEN � o EXI5TIN6 ONE HOUR _ 1 a) I ( ( BEDROOM #1 PARTY WALL 15c-VE DATE 0 v a BA TH #1 I REEVV I 5ED PERMIT 04. 11.06 w 1 m� 0 � r4 fV ( q BEDROOM lit o- I I o I BATH 42 to m STAIR FPI I [� C) "' I EXI5TIN6 ONE HOUR -PARTY WALL I-7 13q 2-11 1 12 AUND OL 43'-4" (824439') V-11 205/256" T.O. SUBFLOOR m FOYER r °_�� - - _. - _._ - _ _. 2'-5 In` 2'-9 I/4" � _ I' 2 V4' — -- 6'-0 In' q'-I' 31-13/51 2'-1 4'-5 3/41 5'-q 1/2' COMMON < HALLWAY � I I EXISTIN& MAIN LEVEL P � o 50ALE: 1/4" = 1'-O' NORTH J BUILDING LEVEL THREE U i 1 V 00 dam' N �L ►.� ON CN O t Q 0 O E f �Ifl -R SEN I Tl . fry Aa 0 - - 3� - - - = = ` � _ - _ - - - - - - - - - - - - - - - - - - -I i III I I I I r-� (_ _` _l F,— —I � - - - - - !- - -- - - -*— II L - - - - - - - = - - - II - - - - - - - - - - - - - - - - 1 I — i � l II _ _ _ _ _ _ _ _ _ - _ - i II II Q f) I I ` III Ii it II I I � ! I I � I f � ►�+ I I I I [ { I-F----- --_-------- _-- - -- --I � II Iq I Ir :3 I � ( I �� � /�,� I q I � I , ' III I q �^�_—� ► i �— 1�� Iq II I III II l- - I — -Lq I I � II I I _ � F _ � I I I � I I n l I 10 II q 1 �, , l i � /r ' � I � �/ O O � �illll / �• I a I I —_ � / {I I q ICI IiL r� C `�• I _ — ��_ _ _ — _ - - ��— _ _ _ �� _ _ _ — ` _ _ _ _ — _ _ - - - _ — _ _ _ __s - - - - - - - - - - - -- - - - - - - - - - l I I 155rc DATE PERMIT 03. 10.06 I I I I REV I 5EP PERMIT 04. 1 1 .06 } II I -- ---___--__EX15TIN(5 ROOF PLAN I I L� 1�J kD°o SCALE: 1/4" = V-O" NORTH N l BU Ili1:�WcSTLEYEL FOUR .J/ CA ca •O J U U E-+ o U N I I I El I w 00 �i NO O U ° QC\ � GN I I Q � ONN I I - -• I � o w � I H . as _-- FIFTH Fl ooR f`� 1 ug 4 I 8262'-8' r _t FOURTH FLOOR N. • � r 8253'-0' O _ THIRD FLOOR J, FLR. EL 00 8242'-4' SECOND FLOOR O �c i FIN. FLR EL _ 8233'-8' EL 8232'-0' I I ! � � I I FIRST FLOOR FIN. FLR. EL M I i 8224'-0' C. Lo a I 15%E DATE I I I I PERMIT 03. 10.Oro a I I I REVI5ED PERMIT 04. 11.Oro 0 i I I I Few 0, b ISe& ko I I I i i reee vbl� f o CD I I I N i I ri FIN- FLR. - - - I — —, - - I- - � I — I 8212'-D' CD I I I I g g _ EXISTIN6 BEST ELEVA710N SCALE: 1/4" = I'-0' I E L J v U ' U E-+ o U N I i I 00 00 N O a (• I I I � � oNN E I I I w ° 000 f I I I w o . w � 1 I � H f } . _ I FIFTH FLOOR I RN. FM EL 8262'-8' I f� LEVIf�E-��s�" LLFFOURTH FLOOR FIN. FLP, EL 8253'-O' I M I z I rz,/I/ Ir THIRD FLOOR FIN. FM EL 00 - 8242-4' NI ILL 11 I � o k� V1 O v _II SECOND FLOOR 8233'-8' F IF f T e FIRST FLOOR FIN. FL R. EL M 8224'-O' U O I I I I a I I I lsaE DATE LL I ( I I PERMIT 03. 10.06 REV I 5EP PERMIT 04. 1 1 .01b Et N to 0 I I I I 0 CN I I I I .�1 rl I I I I FlN. 8212'-O' 01 I I I I Q � g _ E-XISTIN6 NORTH ELEVA710N N - A!28 .�2 u SCALE: 1/4" = I'-0' L - fl- J L U ' U N t•U� NOTE ALL BEAMS 4 COLUMNS ARE WITHIN W 0000 THE ASSEMBLIES NOTED BELOW ONO Q X t N FILE NO.WP 3510 . tit:NERIC t HOUR 35 to 3S STC pO4 O Cq Cq N N -FIRE SOUND 0 ON all GYPSUM WALLBOARD,WOOD STUDS W O U CD c) One layer ale type X gypsum wallboard or gypsum veneer base applied parallel or at right angles to each side of 2 x 4 wood studs 24"o e.with ed coated nails,17 1*1 bng,0.0915' #I TYPICAL INTERIOR shank, /a heads,7'o.c, Joints staggered 24'on opposite aides.(LOAD-BEARING) I-HOUR WALL I 2 '� O W � Thickness: 47hi' •I /613.1 Approx.Weight: 7 psf 20'-0" 20'-0" 20'-0" Fire Tesr. UL 113501-47.48.9-17-65, Design U309;UL 81319-129, L, 7-22-70, UL Sound Test: NGC Design 404�10-14 70 I �`i-= ��i!11T�.�'R��1IS'S;. :.�t.,,• ;GIN ��:s-':�..< ;:�•r;��- �:..' _ NEW GYPSUM WALLBOARD,GYPSUM SHEATHING,WOOD STUDS -�� - .�' `�' I GANTILEVRED I 1 EXTERIOR SIDE:One layer 48'wide ale'type X gypsum sheathing applied parallel to 2 x 'T DEGK 4 wood studs 24'o.c.with 1W galvanized roofing nab 4'o.c.at vertical jokrts and 7" - o.c"at Intermediate stude and top and bottom plates.Joints of gypsum sheathtng may 1 1 2 O 1 be left untreated.Exterior cladding to be attached through sheathft to studs. - - - - - - - - - - - - / ' Al INTERIOR SIDE:One layer sle type X gypsum wallboard,water-reetetard gypsum backing AN board,or gypsum veneer vase applied psraNet or at right angles to studs with 8d mated - F 5L I D I NG DOO 5 00 / nalls,17W long,0.0915•shank,Ile heads,7'o.c.(LOAD-BEARING) G I / I 3 Thickness: Varies #2 TYPICAL EXTERIOR � I E OA O TI ��•Wad 7 t I-HOUR WALL "' i" ' - Fire Test See WP 3510 - - - - - - - - - I I (,EVIL Ei�' ►J (UL 83501-47,-48,9-17-85, I UL Design U3/4' "c ° I \ PANTRY [331 i Fj UL R13�129,;22-70. UL Design zmr I- KI® I -T[ II I j I I I I I I � r-8 2• " F � - -\� � GA� L C:WP 4 ®#1 EXISTING ONE HOUR � 4 :,1N-1 C PARTY NALL GYPSUM WALLBOARD,wood s7vD8, GON5TRUGTION TO MINERAL FIBER INSULATION I I o I a1 REMAIN Base layer s/s'type x gypsum wallboard applied at right angles to each side of 2 x B wood I III I I I I I I 0 screws 240 o.o. Face law W type X II / I ! 13'-q 1/4" _ (`(� studs gypsum wallboard applied amt right anglestueach side with 21e Type drywall Sam$ #3 TYPICAL EXTERIOR " I I I I yT I I 2 I 1 Ln 8'o.e. Vile mineral ftber Insulation,nominal 3 paf,*k tort fit In stud space. -1 o ; 2-HOUR BEARING HALL :0 1 I II II I I I 13�ROdM #2 Joints staggered 24"each layer and side. q'-11 112" 3tl 1 11/41 3'-11 314' 5'-"1 112' ®1'-10" 5'-6 3/4" I L� Tested at 5,506 ibe per stud or 100 pennant of design load.(LOAD•BEAfBNG) � /� m � / I 3 I/2 1 I I 2• 3 I/2 3 I/ ' 1—i Thickness: 8" _ ` L'-03/41' Y-1 1/4" 1 Approx Weight: 13 psf N 1 r - .. fire Teal: ITS J20-08170.3.12-00 � V m % I1 - - 21/4' dl GREAT 07501, y _�s �`. R- "c' rt I / CV • GYPSUM WALLBOARD,STEEL JOIST'S,CONCRETE SL.AS` 4 One layer he type X gypsum wallboard or gypsum veneer base applied at right angles to e• • .�. rA rigid furring ctarN'hels 24'ox.with 1''lype 3 drywafi skews 12'as ift Held.Gypsum . •.� - I Cj) board end )obits located midway between continuous charnels and attested to #4 TYPICAL STEEL JOIST - - , - i I I - - - - �[! additional pieces of charrrhe152'long wilt screws 8'o.a Furring channels wMe fled b CONCRETE SLAB I Q r I open web steel joists 24' o.a supporting =/e' rro metel taut or she' deep 28 gags m EXISTING ONE HOUR m I / ° 1 i I I I� - �I ry 1_ m Corrugated steel and 211 colic iste slab measured tram top of flute..I(Passed g0 minute*9 i PARTY WALL - - - - -� ( FOYI� BAiTH test restrained and raniestrained.) GONSTRUGTION TO psf Approx.Gelling G H REMAIN m 1 / - � 1 I I I I I 1 I 5-II I/2 T-4 1/2" Wowt 2 - `i�Fire Test UL RVV-30 8-12-84 43'-4" (824 a')UL Desgn(60 (Q l J O T.O. SUBFLOOR ASSEMBLY 8(See Section 4.15.2 of this report) — - - - - -- -- -- - _ - - - ___-- -_ -- — _ _ _ EXISTING I_ - - - - - - J 1. 48124 tongue-and-groove span rated sheathing 1 l'-41/2" � 10'-81/2" 2'-1 l/4" 2. T� layers lm�f 112 inch thick Type X gypsum board. � , 31/2- S I/2" I 3. TJl Joist GOMMm 4. Optional minimum 3-12 inch thick glass fiber insulation or I I non-combustible Insulation that is rated R-30 or less.with ' DY resilient channels(not shown). 1 I Sound Test DaW i W/o Gypsum STC=50 I I MAIN LEVEL 3 z ResNient dtar>nels drrecdly Concrete Pad S Carpet IIC=80 #5 TYPICAL I-JOIST applied to jobft or busses 016 Tarkett Acoustiffor IIC=51 1 FLOOR/ CEILING I-HOUR rj irtk:lhes o.a serppomiing both"ra Cushioned vin IIC=45 2 of bartnecessary m WGypstm STC=53 Concrete Pad 8 el IIC=5achieve wind m� DEMOLITION / FRAMING LAN \ \ ? I f I I Tarkett Aooustrfior IIC=54 1 SCALE: 1/4" = V-O' NORTH \ / Armstrong VkWArmstrong IIC=50(1) \ / Cambray sheet v!nA BUILDING LEVEL THREE (1)Requires two torts of 5/8-inch thick Type X gypsum board with minimum 3-12 inch thick glass fiber insulation or non- combustible insulation that is rated R-30 or less. (2)Applicable only M jurisdictions using the IRC,BNSC EXISTING TO REMi\IN orSBC- EXISTING TO BE i2EMOVED NEW GON5TRUGTI[.;'N 155UE DATE PERMIT 03 10 06 REVISED PERMIT 04 11 06 �\ pe-V l,,,t+ 6.6 5/5" DRYWALL BOX r MINIMUM GLEARNGE #6 TYPICAL I-HOUR PER CAN SPEC DRYWALL TENT FOR RECESSED LIGHT IG RECESSED CAN FIXTURES 5/8" CEILING DRYWALL '' TENTING DETAIL AT RECESSED CANS AU V U r U N w � 00 � 00 UxP4 � N O (D >� � O -� w U ON � Z I 2 W O 20'-0' 20'-0' 20'-0' �o ' �/4 �2"Ii ' I-3 I/2' NEW DECK 8'-9 3/4' 4-8 6 BELOW cot i — — — — — — — — — — — — — — — I LINE OF ( I L— —M- -- —M- — — — — — �® EAVE ABOVE F — — — — K — K — K — K — — ETH L. I I ( LRIME E d ,z — � F - -1 ! I 11 -I -- - — +- I I / 5LOPED GLG ; L- — — — — — — — - - - - - - - -� T 4 6 BEDROOM 04 2-8 SLOPED GLG j Ln OPEN TO T G GREAT ROOM 2 BELOW ONE HOUR RATED 3 . WALL5 8 TED 6 3-4 5-2 6-8 I/2 7-9 I/2 RA i J DOOR 31/2' 4# W I Q I I IL Ln WOOD 5TAIP5 - - - - - - - - - - - - - - L� OPEN RA IN = _ _ p I ® 34° KID ® AM F� rBATH nI I EXISTING ONE HOUR _Oro —'gym \ �— — —I— — _ PARTY WALL J EXISTING LOFT TO REMAIN � � � ful� 0 HALL GLASS ® I _ l/ —� I FOB >bf AFF 53' 2" (8254.19') i I I I o / F--1 Fr . SUBFLOOR Ir1 4'-03/4' 3'-4' 8'-0' 8'-7 I/2' 31/2' 51/2' 31/2a EXISTING ONE HOUR PARTY ' WALL CONSTRUCTION TO I REMAIN O i UPPER LEVEL J= DEMOLITION / FRAMING PLAN scAI.E= 1/4' = r-o' NORTH EXI5TINC-, TO REMAIN EXISTING TO BE REMOVED BUILDING LEVEL FOUR NEW GOi`!STRUGTION I 155E DATE PERMIT 03. 10 Ob REVISED PERMIT 04. 11 06 pz-rvo I+ p I AL :2 A U U N 00 00 ON clq N C) C) 2 �k A3. A3.1 A3.1 N GUTTER 4 VO"45POUT-MATCH EX15TIN& SIZE 4 COLOR HEAT TAPE REQUIRED ALONG BETH OR ENTIRE NORTH ROOF LINE, WITHIN '.l E-R ALL GUTTERS 4 DOWNSPOUTS LEV 1 r —T OJ4 U., qe)j 27:12 14:12 4E.K DORMER NE) DORMER ro W -- -- - - - - - - - - r u z in 00 L L EXISTING CHIMNEY TO REMAIN EXI5TI4C7 MM REPAIR FLUE CAP A5 NECE55ARY a,-- SKYLITES TO BE FILLED IN CIL EXISTING 100%ro RIDGE Q u m T EXISTING CONTINUOUS ro (4 ROOF RIDGE VENT r, 0 u EXISTING ROOF PLAN ' \ \ z SCALE: 1/4" = V-O* NORTH X 50. FT. CL -8 CL 0) ko LL ISSUE DATE PERMIT 03. 10.Oro CL REVISED PERMIT 04. 11 .06 Ln ;4 1�1 CIO ko C=) 0 C-4 cn CL 0 O U • - U U N w �O �I 00 A I NflOA SIZES oo Q M M NO. LOCATION OPERATION SIZE REMARKS 1�/ ►tiC N A DOUBLE HUNG PELLA DESIGNER SERIES #4517 3'-q 3/4'x 6'-5 3/4" EGRESS WINDOW HARDWARE Q{ � O ON 0� B AWNING PELLA DESIGNER 5ERIE5 #352q 2'-11 3/4"x 2'-5 3/4' Q � O O G AWNING PELLA DESIGNER SERIES #241241 Z-5 3/4"x 2"13/4' D FIXED PELLA CUSTOM 7-5 3/4"x 3'-5 3/4" W � E AWNING PELLA DESIGNER SERIES #4124 Y-5 3/4'x Z-5 3/4" 11 El F FIXED PELLA CUSTOM 3"13/4' x 4'-5 3/4" NEW DORM RIDGE TO MATCH E .. G AWNING PELLA DESIGNER SERIES #4123 Y-5 3/4'x 1'-II 3/4' DORMER W _ RIDGE O H FIXED PELLA CUSTOM 3'-5 3/4"x Y-5 3/4' npp 51 - NEW RIDGE a DORMER - 8267'-4' J FIXED PELLA CUSTOM TRAPEZOID 5EE DWG K ANW16 PELLA CUSTOM 3'-9 3/4"x 2'-5 3/4" L FIXED PELLA CUSTOM TRAPEZOID 5EE DWG M FIXED PELLA CUSTOM TRAPEZOID SEE DWG % / , - : _ ®� C®tp N DOOR PELLA 4 PANEL GLAD FRENCH SLIDER #Ig881 15'-8 118"x b'-10' - NOTE WINDOW cOMBINApm K&AND KM ON THE FOURTH RLOOR ARE NOT E6RE%YVWXV6 BECALM THEY ARE ON TFE EVIt�EH:� P1 FOURTH FLOOR AND EMER6ENGY E6RE%15 NOT REQUIRED: 156 SECTION 10251,EMERGBIGY ESCAPE AND RESCUE. ,/ MATCH THIS L s ' OVERHANG OVERHANG 0 TO MATCH j. ,/QI OVERHANG ON 00 71 AI NDOW 50HEY)ULE NOTES OPP. SIDE EEXII IN I. ALL WINDOWS TO BE PELLA. 2. SEE BUILDING ELEVATIONS FOR VENTING OPERATION. 8253'-0' 3. ALL VENTED UNITS TO BE PROVIDED WITH SCREENS. 4. HEAD HEIGHT5 ARE TO MATCH EXISTING WINDOW5 AND SHOULD BE VERIFIED IN THE FIELD. 5. WINDOW SUPPLIER TO VERIFY TEMPERING REQUIREMENT5 BEFORE ORDERIN6. /1\ 'TT��A'C , 6 MATCH EXISTING INTERIOR TRIM DETAIL. ` �,1.�' �� O L O 1 1. GENERAL CONTRACTOR AND SUPPLIER TO CROSS REFERENCE PLANS AND ELEVATIONS FOR WINDOW QUANTITIES,SIZES AND LOCATIONS. _ 6. WINDOW SYMBOLS ON PLANS AND ELEVATIONS ARE 5HOWN AS OO two - THIRO FLOOR ' FIN. FLR. EL ^ 00 h / • • _ NORTHAOCI 7S CONDOMINIUM STAN17AR17 A I NDCAS : _ . / _ : _ 8242'-4• o RETYPED FROM FRITZLEN PIERCE ARCHITECTS MEMO DATED MARCH 25, 2001 IT 15 THE ASSOCIATION'S GOAL 15 TO UNIFY THE TYPE AND 51ZE OF WINDOWS AND EXTERIOR DOORS IN THE NORTHWOODS COMPLEX. IN ORDER TO ACCOMPLISH N w THIS GOAL, U UNIFORM WINDOWS AND EXTERIOR DOORS SHALL BE USED THROUGHOUT THE COMPLEX. IT 15 UP TO THE CONTRACTOR TO ASSURE CONFORMANCE WITH THESE - a REQUIREMENTS, GAIN RI TH N APPROVAL SUBSTITUTION, �WNGS FOR CUSTOM W NDOW FABRICATIONS OP DRAWING5 ARE SUBJECT TOA550CIIA ION APPROVAL. •� �` - ; ALL WINDOWS TO BE FELLA, STANDARD "BROWN" COLOR ' c. - •: - • . : • - -. • - , ,- - - - o AT REQUIRED E67RE55 LOCATIONS, WINDOWS SHALL BE DOUBLE HUNG: ' � MODELS 3365, 3765, 4165, 4565, (ALL WITH 5' 5 3/4" RO HT) ARE ACCEPTABLE _ r� SECOND Y DEPENDING UPON WIDTH NECESSARY FOR ARCHITECTURAL COMPATIBILITY. - 8233'-8' Contact Northwoods Condominium for heights that differ from the 5' 5 3/4" RO ht. : — _ — 8232=-0" OTHER OPERABLE WINDOW5 SHALL BE DOUBLE HUNG (same models listed above), OR AWNING. THE FOLLOWING AWNING E--I VENT MODELS ARE ACCEPTABLE: MODELS 3524, 4124, 4-7211, 5324 WITH FIXED COMPANION UNITS OF ; 7Z Fri 3535, 4135, 4735, 5335 RESPECTFULLY (COMBINED RO HT. IS 5' 4 3/4") o MODEL 2424 WILL BE ACCEPTABLE WITH APPROPRIATE FIXED UPPER UNIT - Contact Northwoods Condominium for different height requirements. IT 15 NOT ANTICIPATED THAT CASEMENT WINDOWS WILL BE ACCEPTABLE IN THE NORTHW0OD5 COMPLEX. EXTERIOR DOORS SHALL BE PELLA ARCHITECT5 SERIES (DESIGNER SERIES MAY BE ACCEPTABLE WITH SPECIFIC ASSOCIATION APPROVAL), STANDARD "BROWN" COLOR, FRENCH IN-5WING/OUTSWIN6 DOORS WITH MODERN DIVIDED LIGHTS (10 EQUAL LITE:S FOR 6110" DOOR, 12 EQUAL LITE5 FOR 8' DOOR). EXTERIOR HARDWARE 5HALL BE - _ IN. -& EL ENDURABRA55. 8224'-0' O a v 155E DATE p PERMIT 03. 10.06 REVISED PERMIT 04. 11 .06 Ln n. M kD I �, �'�vw�'� a IS 0 N FIN. FLRL cn 0 � o�oSEO BEST m _ ELEVATION V' i SCALE: 1/4' = VI �i • 'o L cl . J U U H a U � z [� W 't cli . U � � 2 I W p o 0 A3.1 A3.1 a °�` El NEW DORMER RIDGE TO MATCH DORMER RIDGE ON OPP. 51 DE ULU W NEV RIDC£ Q DORMER �- REMOVE 2 EX151TNG 5KYLIGHT5 tLL 4 ® ® ,� HEAT TAPE REQUIRED ALONG COPPER FLA%5HING ENTIRE NORTH ROOF LINE, WIT IN (TYP) ALL GUTTERS s DOWNSPOUTS J I I I — N. le 40 r 8253'-0' Ix 5HIPLAP SIDING TO MATCH EXI5ING M WINDOW TRIM TO O O O B I O OF MATCH EXI5,NG EGRESS— LEE�_ -LESS— FGRFI-;'; Hill lifil lit I r - 1�1 r•l N. L 00 8242-4' DECK RAILING DETAIL PER NORTHWOOD5 REQUIRED m STANDARD5 a ^ O 111111111 YIII FIT I I I I ­Fq /A tT I • N. . L EL• 8233'-3' 8232'-0' rFF- El FlN. a- EL + R 8224'.-0• CL O a v 2 ME DATE PERMIT 03. 10.Oro REVISED PERMIT 04. 11 .06 ko rn . I O' Pe l'-�- b��S 0 N rl � f FlN. F112 EL Y cm _" 8212'-n' 'C7 O NORTH ELEVATION N r ' L SCALE: 1/4' = I'-O" o CL J U ' U o U N . W N ^/ X N O O W Q O O O Z a z GLA55 ® O 36" AFF w KALL _ FOURTH FLR w T/SLAB 6253'-I 1/2" FE== HALL �NT1N � A 1 BETH . THIRD FLOOP, LEVINE T/SLAB r 6242-4" ' 7T 110 V2' ;•._.•�•�'g SECTION SCALE: 1/4" = I'-O" oor M H t� • o a NEw G c E • RIDGE ® Q DORMER F� 8267'-4" 0 i BEWM *a / Q 4 .50 O FOURTH FLR T/SLAB - p, 5253'-O" ra 8 / \ a v TD 0 DATE #I / HALL PERMIT 03 10.06 CL ® REVI5EP PERMIT 04. 11 06 M THIRD FLOOR 06 _ _ I d: T/5LAB Ln 6242'-4" I� 0 4 v- 0 SECTION 2 SCALE: 1/4' = V-O" A3 . I g m o Q . . J U F_ I U KK KK I — — — — F-4 N �U, E W A ~ N O a 00 Q M M U- LJ I +42 U g 01 Q1 DI® CC r A I ►� It* N \lL 116 CN C14 KIT C4E K W O O O ® , o r- 01% A — D A ' I *I ` A z 1 J O t I E \ j 1 W ® V DD AC A/0 E/ o a I *2 a �/ W B BB ` ROOM I ® i F '' B B c r I B / I I C I I ® / SNATCH B 1 0 •J �� GENERAL NOTES: ELECTRICAL LEGEND I B _— ¢\ E MEND B e �\ LEV�JC L Ol 1. THE INFORMATION PRESENTED ON THE DRAWINGS ARE DIAGRAMMATIC AND ARE NOT TO BE SCALED. LIGHTING RECEPTACLE OUTLETS ; I �P3 ,� � �F BATH 1 IT DOES NOT NECESSARILY REPRESENT ALL BOXES, RECEPTACLES, SWITCHES, WIRING AND OTHER MATEIALS NECESSARY FOR O JuNCnoN Box DUPLEX CONVENIENCE I , AA - -- - AA F MOTION A ' A COMPLETE WORKING ELECTRICAL SYSTEM THE ELECTRICAL DRAWINGS AND SPECIFICATIONS ARE FOR DESIGN DUST 1 - �' ® ' SENSER ��•? .� PURPOSES ONLY AND IT SHALL BE THE RESPONSIBILITY OF TEH ELECTRICAL CONTRACTOR TO MEET ALL REQUIREMENTS OF ® EXHAUST FAN �4 OUA�PLEX CONVENIENCE \ _--- -U - r r'i JO THE NATIONAL ELECTRICAL CODE AND TO PROVIDE ALL NECESSARY INFORMATION TO THE LOCAL BUILDING DEPARTMENT. -` O RECESSED DOWNUGHT DUPLEX CONVENIENCE OUTLET - 3 ------- 3 2 THE ELECTRICAL CONTRACTOR IS TO LOCATE ALL BOXES FOR LIGHTING SWITCHES, RECEPTACLES, PHONE, TV, ETC. FOR APPROVA OF ® CROUVD FAULT INTERUPT I CC GC OWNER AND ARCHITECT BEFORE DRILLING HOLES OR PULLING WIRES. _ _ _ - 2 ® LOW VOLTAGE RECESSED PAC DUPLEX DCNVENII CONVENIENCE OUTLET 3 THE ELECTRICAL CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY DISCREPANCIES, OMISSIONS, AND CLARIFICATION DOWNUGHr REQUIRED. DUPLEX CONVENIENCE OUTLET 4. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ELECTRICAL LOAD CALCULATIONS INCLUDING ONE LINE DIAGRAMS �OWLIGHT� RECESSED �+42 MTD - 42 A.F.F PROPOSED MAIN LEVEL ELECTRICAL FOR THE OWNERS APPROVAL. DUPLEX CONVENIENCE OUTLET - » rTl 5 DRAWINGS INDICATE INTENT OF LIGHTING AND GENERAL ELECTRICAL DESIGN. ELECTRICAL CONTRACTOR SHALL ® RECESSED SHOWER WEATHERPROOF SCALE: 1/4" = l'-O" DETERMINE CIRCUITRY. O LOW VOLTAGE (� HALF-SNATCHED O iT CONVENIENCE OUTLET 6. SWITCHES AND RECEPTACLES ARE "ROCKER STYLE", DECORA , COLOR MAY VARY FROM LOCATION TO LOCATION. 'HOCKEY PUCK" CON M v l WALL MOUNTED FIXTURE (PAC DUPLEX RECEPTACLE VERIFY WITH INTERIOR DESIGNER. - MOUNTED ABOVE COUNTER 7. RECEPTACLES TO BE MOUNTED AT 12" A.F.F. TO THE TOP UNLESS OTHERWISE NOTED. O STRIP LIGHT ® SPECI4L OUTLET C-4 S. SWITCHES TO BE MOUNTED AT 46" A.F.F. UNLESS OTHERWISE NOTED OR IN EXIST'G WALL LOCATION H 'CLOUD' FIXTURE � TELEVISION OUTLET 9 SWITCHED RECEPTACLES TO HAVE SWITCHED BOTTOM UNIT. A TELEPHONE OUTLET w z 10. INTERIOR DESIGNER TO FIELD VERIFYTHE LAYOUT OF ALL FLOOR OUTLETS. f--A UNDER CABINET LIGHTING LIGHTING ® FLOOF OUTLET 11.' INTERIOR DESIGNER TO FIELD VERIFY THE MOUNTING HEIGHTS OF ALL WALL SCONCES BEFORE INSTALLATION. COVE MOLDING ROPE LIGHT SAT/PHONE/ CABLE/ DATA 12. INTERIOR DESIGNER AND OWNER REQUEST WALK-THROUGH TO CONFIRM FINAL SWITCHING LOCATIONS OS SMOKE DETECTOR • 4 REMOTE MOTOR 00 13. ELECTRICAL CONTRACTOR IS REQUIRED TO SUBMIT 'AS-BUILT' DRAWINGS, DIAGRAMS & CIRCUITRY UPON SIMTCH OUTLETS O COMPLETION OF CONTRACT. 14. ALI`_ POSSIBLE LOCATIONS TO HAVE DIMMER SWITCHES. COORDINATE WITH INTERIOR DESIGNER. $ SWITCH $F PADDLE FAN SWITCH 15. PROVIDE EXTRA REINFORCEMENT FOR HEAVY, OVERSIZED CHANDELIERS CONFIRM LOCATIONS WITH INTERIOR $3 THREE-NAY SWITCH TIMER SWITCH m DESIGNER PRIOR TO INSTALLATION. THERMDSTAT I ^ Q FOUR-WAY SNATCH 1 Q ALARM KEYPAD I O DOOR JAM SWITCH rr ll I O V NOTE I — — — — — — I) EXTERIOR WALL MOUNTED FIXTURE TO MATCH - NORTHWOOD5 DE516N REVIEW STANDARDS. I y� 2) ALL SMOKE DETECTORS TO BE HARDWIRED TO THE ALARM SYSTEM. KEY ITEM NUMBER QUANTITY DESCRIPTION QD A EL14991C/EL1493 22 ELCO LIGHTING / 4" RECESS DOWN LIGHT B EL14991C/EL1420W 19 ELCO LIGHTING / 4" RECESS SLOPE CEILING CAN � C EL1411-W 4 ELCO / 4" RECESSED SHOWER TRIM; CHROME TRIM I �� — �� loop A M #3 I BEDROOM #4 D XW 232 3 NULITE / CLOSET LIGHT FIXTURE INSTALL AT THE BACK OF THE HEADER I ® � NATIONAL SPECIALTY / UNDER CABINET XENON LIGHTING AVAILABLE IN 9", 16% 26", 34" LENGTHS I r F NJ432 4 NULITE / CLOUD FIXTURE IN WALK-IN CLOSET I I I I ® II q A o NOTE. I I a ALL FIXTURES LABELED WITH A DOUBLE LETTER ARE I o I s \ DECORATIVE FIXTURES SELECTED B A A Y THE OWNER. ALL I , T SHALL BE UL APPROVED. � I � A A D --- 'B / s T I / r, 15%E-�' DATE 6 OPERMIT 03. 10. 0 REVISED PERMIT 04. 11 .06 c o B FGo vunt /S B MOTION B #4 B O w SENSER p F B AoAA D , SENSER (v /I B F Lu GFl I t I AA AA H H n9l � _ = 2 2 g Xn • PROPOSED UPPER LEVEL ELECTRICAL o SCALE: 1/4" = 1'-0" J Ut DESIGN CRITERIA Wala Residence, Northwoods Unit B-309 CO #0506-20 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1) IiE Roof Live Load (Snow) -------------------------------80 psf �, POO STRUCTURAL STEEL � .•••.. Roof Live Load (Snow for roof pitch less than 4/12)------------100 psf a Structural steel shall be detailed, fabricated and erected in accordance with the most current CONNECTION FASTENING a, n' LOCATION Roof Dead Load -----------------------------------15 psf editions of AISC Specifications and Code of Standard Practice • Floor Live Load ------------------------------------40 psf b Structural steel 'N shapes shall be ASTM A992 Other rolled shapes, including plates and 1 Joist to sill or girder 3 - 8d common toenail ABBREVIATION LIST • ` Floor Dead Load -----------------------------------50 psf angles shall be ASTM A36 Tube shapes shall be ASTM A500 grade B Pipes shall be ASTM 9 Deck Live Load 100 psf g P g P 3 - 3" x o 131" nail .�`F •, ;\� . ------------------------------------ P A53 grade B or ASTM A501. 3 - 3" 14 gage staple S' '°••° '• G Deck Dead Load -----------------------------------50 psf c Tube shapes are actual size as specified on Ian Pipe sizes indicated on Ian are nominal NAL P P P P P 2 Bridging to joist 2 - 8d common toenail each end A B ANCHOR BOLT (approximate insde diameter) and refer to AISC pipe schedule dimensions. 2 - 3" x 0131" nail Wind (3 Second Gust) --------------------------------100 mph d All bolts used in steel framing shall conform to ASTM Specification A325 Anchor bolts and 2 - 3" 14 gage staple A F F ABOVE FINISHED FLOOR Wind Fastest Mlle ----------------------------------80 mph bolts used in timber connections may be ASTM A307 Bolt sizes shall be 3 4" diameter A F.G ABOVE FINISHED GRADE Y / 3 1" x 6" subfloor or less to each joist 2 — 8d common face nail Exposure -----------------------------------------B unless noted otherwise. ADJ. ADJUSTABLE AUG - g 2006 Wind Importance Factor 1 0 4 Wider than 1" x 6" subfloor to each joist 3 - 8d common face nail ANCH ANCHOR ti e Typical framed beam connections shall consist of pairs of 1/4 angles using the maximum 2 - 16d common blind and face nail number of bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition) 5 2" subfloor to oast or girder APPROX. APPROXIMATELY Seismic Site Class ----------------------------------C 6 Sole plate to joist or blocking 16d at 16" o c typical face nail ARCH. ARCHITECT Seismic Design Category ---------g f Expansion bolts shall be wedge type "Hilts" or "Rawl" or Simpson , or approved equivalent BD. BOARD 9 9 Y ---------------------- 3" x 0 131" nail at 8" o c y Seismic Importance Factor -----------------------------1 0 with the following minimum embedments 3" 14 gage staple at 12" o c 0 2 Second Spectral Response (Ss) ------------------------ 34 1/2" ciameter ---- 2 1/2" BLDG. BUILDING _______ 5/8" diameter ---- 3" Sole plate to joist or blocking at braced BLKG. BLOCKING 1 0 Second Spectral Response (S1) ----------------- 0.08 / wall panel 3 - 16d per 1s" braced wall panels w P 3/4" diameter ---- 4' P (4)-3" x 0 131" nail per 16" BM BEAM rn Q Do » "Simpson" BOT. BOTTOM IBC Edition --------------------------------------2003 g Epoxy anchors called for on the drawings shall be Epcon or Rawl or Simpson or (4)-3" 14 gage staple per 16" � ¢ o approved equivalent anchor systems Minimum embedments, if not specifically indicated on 7 Top plate to stud 2 - 16d common end nail B.0 W BOTTOM OF WALL 3 `D � the drawings, shell be according to the manufacturer's specifications. 3 - 3" x 0 131" nail BRG BEARING O < N o rn 00 STRUCTURAL WOOD FRAMING h All welding shall be done by an AWS qualified welder 3 - 3" 14 gage staple CANT. CANTILEVER Z -0 1-- 1 1 1 i. Delay painting within 3" of field welds until welds are completed 8 Stud to sole plate 4 - 8d common toenail C.J. CONTROL JOINT Q o 0 0 2 n n a Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir-Larch j Where corrosive soil conditions exist, steel angles that are used to support exterior stone 4 - 3" x 0131" nail CMU CONCRETE MASONRY UNIT (n 3: - i- rn rn #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas veneer shall be galvanized and shall be attached to the foundation with galvanized or 3 - 3" 14 gage staple CEM CEMENT ~ �' oo w W^^ Fir-Larch #2 stainless steel expansion anchors. CLG CEILING Q � o to L1_ b Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. k All grout beneath column base plates and steel beams at bearing shall be non-shrink, non- 2 - 16d common end nail CENTERLINE (D (0 V) -i c Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2x6 studs metallic type grcut Grout shall have a minimum compressive strength of 2500 psi 3 - 3" x 0131" nail CLR CLEARANCE J per Ian and shall be nailed together with 2 rows of 16d nails © 6" on center along each I All field welding shall receive special inspection as required per IBC 1704 Fabricator shop 3 - 3" 14 gage staple D P P 9 9 9 P P q P P COL COLUMN stud. welding shall be done in accordance with IBC 1704 3 9 Double Studs 16d at 24" o c face nail CONC CONCRETE Z d. Built-up beams consisting of multiple 2x members shall be nailed together with two rows of m Welding inspection shall be in compliance with AWS D1 1 The basis for welding inspector 3" x 0 131" nail at 8" o c CONN CONNECTION O C CONTINUOUS 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at qualification shall be AWS D1 1 3" 14 gage staple at 8" o c CONT. U N Do 0) r, 10 Double to la LO n in 24" on center. p plates 16d at 16" o c typical face nail — 0)CONST CONSTRUCTION co e Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and better Plates placed GENERAL REQUIREMENTS 3" x 0 131" nail at 12" o c �t CO I I 3" 14 gage staple at 12" o c CID CRIPPLE POST directly on concrete walls or slabs shall be pressure-treated Hem Fir #2 9 9 P X DBL. DOUBLE +' o ° � � f Wood beams bearing in beam pockets in concrete or masonry walls shall bear on a treated a Structural erection and bracing The structural drawings illustrate the completed structure U m 2x6 bearing block Provide 1/z" clearance around end of wood beam. Block against sides of with all elements in their final positions, properly supported and braced The contractor, in Double top plates 8 - 16d common lap splice DET. DETAIL L J o X 12 - 3" x 0131" nail DIAG DIAGONAL +, o - n Q beam pocket with treated 2x blocking to provide lateral support for beam the proper sequence, shall provide shoring and bracing as may be required during construction Q rn LL_ g Within floor joist spaces beneath solid or built-up columns noted on plans, blocking of area to achieve the final completed structure Contact structural engineer for consultation (not in 12 - 3" 14 gage staple typical face nail DWG DRAWING a >�� equivalent to column above shall be provided. Door or window trimmers consisting of a single contract) as required 11 Blocking between joist or rafters 3 — 8d common toenail DWL DOWEL stud do not require special blocking in the joist space b Shop drawings. Submit shop and erection drawings for structural steel, miscellaneous steel, to top plate 3 - 3" x 0131" nail EA EACH h Except as noted otherwise, minimum nailing shall be provided as specified in the Nailing steel joists and girders, steel deck, masonry reinforcing steel, wood trusses, manufactured 3 - 3" 14 gage staple E.J EXPANSION JOINT Schedule" on the drawings (2003 IBC Table 2304 9.1). wood joists and glue-lam beams to engineer for review prior to fabrication This review is for 12 Rim joist to top plate 8d at 6" (152mm) o c toenail ELEV ELEVATION i Bolts used for wood framing connections shall be installed with standard washers and nuts general compliance with the intent of the structural design The architect and/or contractor 3" x 0131" nail at 6" o c ENG ENGINEER j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson are responsible for checking quantities, dimensions and coordination with other trades 3" 14 gage staple at 6" o c EQUIP EQUIPMENT Company shall be used to join rafters, joists or beams to other beams at flush-framed C. Existing structures Contractor shall be responsible for verifying dimensions, elevations, 13 Top plates, laps and intersections 2 - 16d common face nail EQUIV. EQUIVALENT l 131" 0 3" x nail conditions. Use all specified nails. Connector conditions not otherwise noted shall utilize type framing, foundation and anything else that may affect the work shown on the drawings 3 - EXSTG EXISTING U or type HU hangers of a size specifically designed for the member supported, as shown in Underpinning, shoring and bracing of existing structures shall be the responsibility of the 3 - 3" 14 gage staple (E) EXISTING the manufacturer's published tables. Contact structural engineer for details as required contractor 14 Continuous header, two pieces 16d common 16" o.c along edge EXP EXPANSION k Wood nailer plates installed on steel beams or concrete walls for top-flange hangers shall be d Dimensions- Check all dimensions against architectural drawings prior to construction Do 15 Ceiling joists to plate 3 — 8d common toenail EXT. EXTERIOR ripped to match the width of the wall or beam flange. Nailer plates supporting top flange not scale drawings. 5 - 3" x 0131" nail F.D. FLOOR DRAIN hangers from one side only shall be installed flush with the face of wall or beam flange at e Construction practices. General contractor is responsible for means, methods, techniques, 5 - 3" 14 gage staple the hanger locations sequences and procedures for construction of this project Notify structural engineer of 16 Continuous header to stud 4 - 8d common toenail FLR FOUNDATION I Manufactured joists shall be from an approved manufacturer and shall be equivalent in load omissions or conflicts between the working drawings and existing conditions Coordinate FLR FLOOR o 1 PP q 9 9 9 3 — 16d common minimum, Table 2308 10 4 1 face nail capacity P q mechanical/electrical/plumbing P g 17 Ceding joists, laps over portions FRMG FRAMING carrying ca acct and deflection criteria to BCI 450 or 500 series oasts in the depths and requirements for penetrations through structural elements with 4 - 3" x o 131" nail (See Section 2308 10 41, Table 2308 10 41) FTG FOOTING spacings indicated on plan. Provide blocking, bracing, web stiffeners and other accessories as structural engineer. Jobsite safety is the sole responsibility of the contractor All methods 4 - 3" 14 gage staple GA GAUGE 18 Ceding joists to parallel rafters required by the manufacturer used for construction shall be in accordance with the latest editions of the IBC/IRC 3 — 16d common minimum, Table 230810 41 face nail M. Laminated veneer lumber (LVL) shall have the following minimum properties- f Details not specifically shown on the drawings shall be constructed in a manner similar to the 4 - 3" x o 131" nail GALV. GALVANIZED 1. Flexural stress ------------------------------------ 2600 psi details that are shown for like conditions These items shall be brought to the attention of (See Section 2308 10 41, Table 2308 10 4 1) 4 - 3" 14 gage staple GEN. GENERAL r 2 Modulus of elasticity ----------------------------- 1,900,000 psi the structural engineer as soon as possible for approval Approval shall be obtained prior to 19 Rafter to plate 3 - 8d common toenail G.L GLUE-LAM 3 Tension parallel to grain ------------------------------ 1850 psi installation (See Section 2308101, Table 2308 10 1) 3 - 3" x 0131" nail GYP GYPSUM/GYPCRETE !� 4. Compression parallel to grain --------------------------- 2310 psi g It is the responsibility of the contractor to contact the structural engineer at the appropriate 3 - 3" 14 gage staple HDR. HEADER 5. Compression perpendicular to grain (parallel to glue line) ------------ 750 psi time to perform site observations visits. Observation visits to the jobsite by the engineer are 2 - 8d common face nail HORIZ HORIZONTAL 6 Horizontal shear ----------------------------------- 285 psi for determinatior of general conformance with the construction documents and shall not be 20 1" diagonal brace to each stud and plate 1--� p 9 2 - 3" x o 131" nail HT HEIGHT p� 7. Connection of multiple-member beams construed as inspection 2 - 3" 14 gage staple INT INTERIOR A Top-loaded beams h. Though every effort is made to provide a complete and clear set of construction documents, 21 1" x 8" sheathing to each bearing wall 2 - 8d common face nail INV. INVERTED i) For members 12" deep or less, nail each member to the next with 2 rows of discrepancies or omissions may occur. Release of these drawings anticipates cooperation and 22 Wider than 1" x 8" sheathing to 3 — 8d common face nail K KING STUD m 16d nails at 12" o c continued communication between the contractor, architect and engineer to provide the best each bearing wall JST JOIST possible structure These drawings have been prepared for the use of a qualified contractor P 24" o c. LAM LAMINATED � ii) For members greater than 12 deep, nail each member to the next with 3 23 Built-up corner studs 16d common �. experienced in the construction techniques and systems depicted rows of 16d nails at 12 o c 3" x o 131" nail 16" o c LLV LONG LEG VERTICAL B Side-loaded beams 3" 14 gage staple 16" o c LONGIT. LONGITUDINAL T M� i) For two or three member beams, nail each member to the next with 3 rows of 24 Built—up girder and beams 20d common at 32" o c face nail at top and LTWT. LIGHTWEIGHT 16d nails at 12" o c. 3" x 0131" nail at 24" o c bottom staggered on LVL LAMINATED VENEER LUMBER ii) For four member beams, bolt through with 2 rows of 1/2" diameter bolts at ALL LUMBER CONNECTORS IN DIRECT 3" 14 gage staple at 24" a opposite sides LSL LAMINATED STRAND RIM MATERIAL 12" o.c. CONTACT WITH PRESSURE-TREATED MAX MAXIMUM Ili) For members consisting f more than four members, contact structural LUMBER SHALL HAVE A SIMPSON ZMAX 2 - 20d common face nail at ends and at M g MECH. MECHANICAL FINISH OR EQUIVALENT 3 - 3' x 0131" nail each splice engineer MAT'L MATERIAL 3 — 3" 14 gage staple n All lumber used in construction shall have a maximum moisture content of 19% 25 2" planks 16d common at each bearing MANUF. MANUFACTURER o o Framing Notes: CONNECTION SCHEDULE MIN MINIMUM 1. Exterior walls: 26 Collar tie to rafter 3 — 10d common face nail 4 3" x o nail NEW 1 A. All exterior walls are 2x6 studs @ 16" o.c. to a maximum height of 12'-6", 2x6 QA SIMPSON H5 4 - 3" 14 gage staple NO e face nail NOM. NOMINAL studs © 12" o c to a maximum height of 14'-6", and (2)-2x6 studs @ 16" to a 0 C ON CENTER 27 Jack rafter to hip 3 — 10d common toenail maximum height of 17'-4" unless otherwise noted Walls taller than 17'-4" shall © SIMPSON LSSUH310 OR BLKG & LS90 4 - 3" x 0 131" nail OPNG. OPENING be framed with manufactured parallam studs, contact engineer for spacing 4 — 3" 14 gage staple OSB ORIENTED STRAND BOARD O H requirements, if not indicated on plan. Cap with a double top plate installed to © JL 4x4x1/4x0 -6 WELDED TO EA BM R PLATE provide overlapping at corners and at intersections with other partitions. If overlap 2 - 16d common face nail PLYWD. PLYWOOD is not possible, strap top plates with metal strap ties (Simpson ST292 or Q 1/4"x8"x1'-0 WELDED TO EA BM 3 - 3" x 0131" nail R 0 ROUGH OPENING equivalent). 3 - 3" 14 gage staple RAD. RADIUS B. Gable-end walls shall be balloon-framed to the bottom of rafters or end-wall 0 JL 4x4x1/4x0 -6 WELDED TO EA BM 28 Roof rafter to 2—by ridge beam 2 - 16d common toenail REF REFERENCE trusses unless approved by engineer. 3 - 3" x 0131" nail REINF. REINFORCE REINFORCEMENT REQ C. Floor or roof framing members must be aligned to bear within 5 inches of the SIMPSON ITT11.88 3 - 3" 14 gage staple D REQUIRED / studs beneath © SIMPSON ITT411 88 RET. RETAINING O D Provide 7/16" thick APA rated sheathing (plywood or OSB) rated 24/16, exposure 1, 2 - 16d common face nail REV REVISION at exterior face of exterior walls Block all horizontal joints and nail panels with 8d 3 - 3" x 0131" nail nails spaced at 6" along panel edges and at 12" along intermediate supports. 3 - 3" 14 gage staple R S. ROUGH SAWN E Provide (3)-2x10 headers over all door and window openings, with one 2x6 trimmer 29 Joist to band joist 3 — 16d common face nail SCHED SCHEDULE and one 2x6 king stud each end, unless otherwise indicated. 5 — 3" x 0131" nail SECT SECTION F At beam bearing locations in stud walls, provide multiple-stud posts equal to width 5 - 3" 14 gage staple SHT. SHEET of bearing member unless noted otherwise. 30 Ledger strip 3 - 16d common face nail SIM SIMILAR 2 Interior Load Bearing Walls- 4 - 3" x 0 131" nail S I P. STRUCTURAL INSULATED PANEL A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) ® 16" o c 4 - 3" 14 gage staple SPEC SPECIFICATION with 1/2" gypsum wallboard both sides unless noted otherwise. Cap with a double 31 Wood structural panels and particleboard b 1/2" and less 8d" (per KRM)4 SQ. SQUARE top plate installed to provide overlapping at corners and at intersections with other Subfloor, roof and wall sheathing 2 3/8" x o 131" nail" STD STANDARD partitions If overlap is not possible, strap top plates with metal strap ties (to framing) 1 3/4" x 16 19/32" to 3/4" 8d (per KRM)4 gage* STL STEEL (Simpson ST292 or equivalent) 2 3/8' x 0131" nailP STRUCT. STRUCTURAL B Floor or roof framing members must be aligned to bear within 5 inches of the 2" 16 gageP T TRIMMER designed b LRH studs beneath 7/8" to 1" 8d° T&B TOP & BOTTOM g y C. Provide (2)-2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer to 1 1/4" 10d 1 1/8'° d or 8d e y T&G TONGUE & GROOVE drawn b STR and one 2x4 or 2x6 king stud each end, unless noted otherwise Single Floor (combination subfloor— 3/4" and less 8de (per KRM)4 T.0 C TOP OF CONCRETE D. At beam bearing locations in stud walls, provide multiple-stud posts equal to width underlayment to framing) 7/8" to 1" 8de T.0 F TOP OF FOOTING checked by of bearing member unless noted otherwise 1 1/8" to 1 1/4" 10dd or 8de T.0 L TOP OF LEDGE 3 Floor Construction: f T.0 M TOP OF MASONRY issued A. Provide 3 tongue and groov e,4" thick APA rated Sturdifloor rated at 24" o c , ton , 32 Panel siding (to framing) 1/2" or less sd / g g 5/8" 8df T.0 TOP OF exposure 1 Glue and nail panels to all supports with 8d nails spaced at 6" along T.0 W TOP OF WALL panel edges and at 12" along intermediate supports Install sheathing with long 33 Fiberboard sheathing 1/2" No 11 gage roofing nailh 6d common nail THRU THROUGH PERMIT 07/08/05 dimension perpendicular to joists and end joints staggered. No 16 gage stoplei TRANSV TRANSVERSE 1 REVISED 03/03/06 B Provide solid blocking between floor joists at all bearing locations Blocking material 25/32" No 11 gage roofing nailh TS TUBE STEEL COLUMN shall match the floor joist material. 8d common nail TYP TYPICAL REVISED 04/11 /06 4. Roof Construction No 16 gage staple' U N.O. UNLESS NOTED OTHERWISE AREVISED 04/19/06 A. Provide 5/8" thick APA plywood sheathing rated 40/20, exposure 1. Install 34 Interior paneling 1/4" 4d sheathing with long dimension perpendicular to rafters or trusses and end joints 3/8" 6dt V F. VERTICAL I staggered Nail with 8d nails spaced at 6" along panel edges and at 12" along V F. VERIFY IN FIELD FINAL 08/02/06 intermediate supports. NOTES TO TABLE 230491 W F WIDE FLANGE I. B. Plywood sheathing shall be applied continuously over the primary roof members For SI 1 inch = 25 4mm 2 3/8" x 0113" nails and 3" x 0131" nails are standard 8d and 10d Gun nails W.P WATERPROOF (rafters or trusses) below overframed areas to provide adequate lateral stability. a Common or box nails are permitted to be used except where otherwise stated W.W.F. WELDED WIRE FABRIC b Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports WD. WOOD C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters P g PP P PP orts where See nailing schedule. spans are 48 inches or more For nailing of wood structural panel and particleboard diaphragms and shear walls, W/ WITH refer to Section 2305 Nails for wall sheathing are permitted to be common, box or casing W/0 WITHOUT D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing c common or deformed shank locations Blocking material shall match rafter, truss chord, or lookout material. d Common sheet 5. Wind Bracing a Deformed shank. 1 A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and f Corrosion-resistant siding or casing nail are indicated as shear walls on plan have been designed to resist wind forces in g Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports accordance with Table 2306.4.5 of the 2003 IBC. h Corrosion—resistant roofing nails with 7/16—inch diameter head and 1 1/2 inch length for 1/2—inch sheathing and 1 3/4 inch length for 25/32—inch sheathing B. At shear walls, screw 1/2" gypsum wallboard to all studs and to top and bottom i Corrosion—resistant staples with nominal 7/16—inch crown and 1 1/8 inch length for 1/2—inch sheathing and 1 1/2 inch plates with #8 x 1 1/8" drywall screws at 7" maximum spacing. length for 25/32—inch sheathing Panel supports at 16 inches (20 inches if strength axis is the long direction of C Exterior plywood or OSB wall sheathing is required unless specifically deleted by the panel, unless otherwise marked) j Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports engineer k Panel supports as 24 inches Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports S 1 1 For roof sheathing applications, 8d nails are the minimum required for wood structural panels m Staples shall have a minimum crown width of 7/16 inch • n For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports o Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing and 3 inches on center at edges, 6 inches at intermediate supports for roof sheathing p Fasteners spaced 4 inches on center at edges, 8 inches at intermediate supports q Items noted as "per KRM" have been changed from the IBC schedule to a more restrictive requirement JOB #0506-20 o�PpO . •PROBER• •`� C_ •o r . COs• J ONAL E� AUG - 9 2006 C > 00 O 3 O� U ¢ 00000 z � NUrnrn O p vi O 3i - F_ rnrn I- p� Co w J e_ r z OQ Q 'E ° ° n LL. (.0 U) J�� J N 3 4 5 6 V) .0 rn 20'-0" 20'-0" 20'-0" z U � LonLo Lo C.0 4 Forn0) x O � -t cc � Ova) rn m J O X 1 m YS2- - - - - - - - - - - - - - - -(N) TS 4x2x1/4 RIM - - - - - - - - - - JF' N TS 2 1/2x 1 2x 4 SIS ERED o T (E) BAR J01 TS, T P �+ q�0 - - - , - - - - - - 1--x6-0 R-W,,t2 (.82-4 '-_t4_ - - - - - P - - - o I II R:1/2"x3"x13'-0 3"@12" ALONG ENTIRE LENGTH OF PLAT L A I I I I (f ) I (2'-6 FROM 1/4 W 14', x,30 (8242'-j 1) (E)f I i (82 -11� I �I LE) W 14x30_C8242'-111 GRID3 - W 1400 - - - - - ��� o I — NI Co I 12 E W 14x30 TI I I S2 N I I I I � � C I I [ I I � � � ►--� � III I I � I f I I I I I I I IIII � � t.1/2"x3 1/4 x13 0 (2'-6 FROM c° cal I I I ( I ( I cc o I GRID 3) 3"©12" ALONG ENTIRE LENGTH OF PLATE 1/4 82 3'-4 I I I C I I TO (E)SLAB E I I I , � >- ° I I „ -- 2 REINFORCING FOR W 14x30 IN LOWER LEVEL SCALE: 1 1/2 = 1 0 I I I I - f I (E) 116 BAR JOISTS © 34" I I I I I I I I I s2 N I I � I ( ! _ I_ � [ �_ I � � I � � I �1 I � � ►-� I I C I —7 1 1 1 1 I I I G o EXISTING NEW I I �O I �o �o I I I ( I I z o I o I(N) TS 3x3x1/4 W/ 1/2" BASER p�1 j { ! 1 �CAP & BASE PLATES I 1/2"x5"x0'-10 I I `FIELD WELDED TO EACH I WELDED TO BEAM E W 85 E W 18x35 3242'- 5 E W 118x35 8242 BEAM, TYP _ - ; _U--G =- -I ; - - _I- - ; - - - -I- - � �- - �- - ��-- - - - - - - - - - - - - - - - - f _ �)_ =-� _ E -=� - - - - - - - - - - - - - - - - - - - - -- — - - - - (V I F ) I 4'-0" (E) 16" BAR JOISTS W/ TOP FLANGE EXTENDED, TYP. POUR STOP: (N) TS 2 1/2x2 1/2x1/4 CONT L 3x3x1/4 SISTERED TO (E) BAR 7 3/16" 2" © 12" JOISTS, TYP. OL 8243'-4 1 8243'-4 T.O. SLAB ° ° 9 ° ° , ° T.0 (N) SLAB OL 8242'-11 designed by LRH T.0 BEAM (N) TS 4x2x1/4 RIM drawn by STR (N) STEEL BEAM PER checked by PLAN - HANGING FROM (N) TS 3x3 COLUMN 3116" issued PERMIT 07/08/05 (E) W 14 STEEL BEAM 9/16" CORRUGATED METAL DECK 1 REVISED 03/03/06 & 2.5 CONC TOPPING (N) L 2x2x1/4 NORTH 2 REVISED 04/11 /06 WELDED TO SIDE OF TS MAIN FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '-O" REVISED 04/19/06 (E) 2x6 STUD EXTERIOR & (N) STEEL FLOOR BEAM WALL EACH SIDE TYPICAL PLAN NOTES: FINAL 08/02/06 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS. O ti 1 SCALE: 3/4" = 1'-0" 2. POSTS BELOW ARE INDICATED El NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED S2 SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED p 3 FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP 1, SPAN sheet RATING 24 O.C. f 4 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED) 5. (E) REFERS TO EXISTING CONSTRUCTON (- - - - - - ), (N) REFERS TO NEW ( ). S2 JOB #0506-20 �p� RE�� ,. o•o�ti� y, o . F�s�ONAL .« AUG - 9 2006 C > 00 > N N O 3 O �Q O 00 00 Z N C) 0 0 vi ° � Ln � 0) 0) p� Co w J Po x 3 4 5 6 I- (o W _j 20'-0" 20'-0" 20'-0" Z (E) 16" BAR JOISTS @ 24", 3' O -0" CUT BACK TO GRID 'G' I I O II 1,2 n ,n I L � 00a) v) \ I I J 0 0) m 0 Q^^ 4 S3 _ 8254'-4 \ _ - - - - \ // L (N) W 12x65 (8252'-5 3/4) - - _- - - - _ - - N� T.0 (E) W 14 3/16" _- - - -3 \ / r - - - - - \ YP. 8253'-0 I � +`�O \ // � +�'p S3 iv Ln +�'O TO. (N) PLYWD // 00 �(N) L 2x2x1/4x2'-3 8252'-9 3 4 o WELDED TO (E) BEAM & BAR JOIST I I I N ( ) 11 7/8" I- S S F OOR JO TS 16' 1 T.0. (N) STL I I � (E) W 14x30 N 00 11 7/8" I-JOISTS 16 1 I // \\ 2 v T 0.3( ) P YW . 2 NI (N) W 10x22 I I / \ s S3 NI I Lo / OPEN TO BELOW \\ R CA ED 12127 825 '-9 1/2 1 WALL AND FINISH CO F� I �- i 1 / `. ►`_ PER ARCH 1 i J // \\ MWX G -1 /4x L LIN OR ED ( ) W 12x 4 ( 252'-9 /2)SCALE: 3/4 = 1 -0 I 1 / OR REPOSITIONED BAR IST 1/2"x4"x17'-0 3"@12" ALONG ENTIRE LENGTH OF PLATE -I I / ~ N 1/4 .n 1 (E) W 12x14 (8252=9 1/2) w CENTERED ALONG N LENGTH OF BEAM _ __ _ a m s m (8252 - /2) v w I w (E) W 12x27 3"®12" ALONG ENTIRE LENGTH OF PLATE I I 8253'-0 1/4 (o 1 1 w I T O (E)SLAB 1 1 o - - - - - - - - - - __`- - - - - - - - - - __ - _=_--_®_ -�_ _— —_ _— — — ® —_ _— - _— _____- I p Fri - - - - - - - - - - - - - - - - - - - - - - - - - 1�.1/2"x9"x17'-0 I (E) W 14x30 (8252'-9 1/2) (E) W 14x30 (8252'-§_17f)_ _ _ _ 8252=9 1/2) CENTERED ALONG LENGTH OF BEAM 1 1 I 2 SCALE: 1 1/2" = 1'-0" 1 1 s3 6+gyp 6+gyp +gyp \6+0 E I I 1 1 1/4,. 2" RETURNS � i I -- - - - - - - -- - - - - - - -- - - O LJ E7IJ - - - - - - - - - - - - - - - - - - - - �—� FO TYP. designed by LRH 1/4" drawn by STR OL 8254'-4 T.0. (E) W 14 NORTH checked by UPPER FLOOR FRAMING PLAN SCALE: 1 /4" = 1 '-0" issued PLAN NOTES: PERMIT 07/08/05 OL 8253'-0 1 REVISED 03/03/06 T.0. (N) PLYWD 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS D (E) W 14x30 LI_ 4 1/4" STEEL PLATE REVISED 04/11 06 8252'-9 3 4 �TYP. FIELD WELDED TO (N) BEAM 2 POSTS BELOW ARE INDICATED [I NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED: ® / / T.0. (N) STL WEB & (E) COLUMN WEB SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED p REVISED 04/19/06 3 FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP 1, SPAN FINAL 08/02/06 (N) W 12x65 RATING 40C. STEEL PLATE: 1/4"x6"x0'-6 (N) W 10x22 — — — — 4 (XXX'-XX") INDICATES TOP OF STEEL BEAM ELEVATION WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). FIELD WELDED TO (N) BEAM WEB & (E) COLUMN WEB I (N) 11 7/8" I-JOISTS ® 16" 5 "0" INDICATES CONNECTION TYPE - REF S1 FOR SCHEDULE L4x4x1 4x0'-4 FIELD WELDED TO L4x4x1/4x0'-4 FIELD WELDED 6 ALL FLOOR JOISTS ARE 11 7/8' BCI/450 OR TJI 210 @ 16" 0 C , TYPICAL, UNLESS NOTED OTHERWISE (N) BEAM & (E) COLUMN TO (N) BEAM & (E) COLUMN (N) W 12x65 7. (E) REFERS TO EXISTING CONSTRUCTON (- - - - - - ), (N) REFERS TO NEW ( ) sheet (E) W 6 STEEL COLUMN 1/4" 2 RETURNS (E) W 6 STEEL COLUMN 1/4" 2" RETURNS SCALE: 3/4" = 1'-0" 4 SCALE: 3/4" = 1'-0" ° S3 Is S3 w JOB #0506-20 G �PpO REGI r i • o • or rOj( •• sm•��� a FIELD CUT (E) W 14 70 (N) SLOPING W 14 MAKE WAY FOR (N) SLOPING AUG - 9 2006 BEAM a (N) SLOPING W 14 FIELD CUT (E) W 14 TO � w MAKE WAY FOR (N) > N 1/4" STEEL PLATE SLOPING BEAM Q) < 00 o r- FIELD WELDED TO (N) BEAM U ¢ 00000 N U rn rn WEB & (E) COLUMN WEB z I I O0Zr� r7 rnrn � w J�. z K) = -jnp ¢ Q CODtr7u- I— Q) Co (n J�v CAP 1E• 1/2x5xBM. WIDTH I 3 4 5 6 z WELDED ALL AROUND O 2" RETURNS I 20'-o 20'-0" 20P-0" U � 04 � L 4x4x1/4x0 -4 FIELD I I 1/4 I I TS 3x3x1/4 L 00 WELDED TO (E) BEAM & o o rn (N) COLUMN U m U TS 3x3x1/4 L J o x +, OQr- Q 1/4" U a > °.�' 4 SCALE: 3/4" = 1'-O" 2x12 LOOKOUTS @ 24", TYP. S4 (N) EXTERIOR HEADERS ARE' STEEL RIDGE BEAM PER PLAN +� Ts�+ (3)-2x (())-2x6 -CONT. 2 l2 STRUCTURAL TRIMMER R AND D 1 2x6 W/ 2x PLATE DRIVE PINNED SUB-FA CIA, TYP A TYP ® RAFTER & KING STUD EA SIDE, TYP. TO TOP FLANGE. PACK WEB I T I i I I LOOKOUT BRG. UNLESS NOTED OTHERWISE SOLID FOR RAFTER - _ _ _ _ _ 2 (NON-COMBUSTIBLE PER ATTACHMENT �- _' 3 _ �__ _ �_�= i ( I ARCHITECT) 4 1 � I 1515 e _ LI (E) W 14x3Q (825 '-4) _r J L ® G r 4 CAP I I /y /� L 1/2x5xBM. WIDTH W/ I I I z I I +� S4 +�,o 4 ( 2 -11 7 8 LVL L I +moo (2)-1/2"0 THRU-BOLTS I I 10 o I I 0 ( S4 (ONE EA. SIDE OF WEB) °, J I 3 (2)-11 7/8 LVL I I^ Q0 OR WELDED ALL AROUND cn I I I U J IU I I I FIE iD CUT (E) W114 TO I _ Iz X I i MA WAY FOR (�) SLOPING o MAKE WAY FOR (N) SLO ING Io �L cc BE J TS COL PER PLAN C° -i i j AM B AM m I� N Ir`' BASE t. i O+ Ln � X 5/8'x5"x0'-10 I I `•I I L���I I I ci a ©TYP. io WELDED TO BEAM k Z I oo IU . I — o µ 8254'-4 o I I cJn I i I i i TS '3x3x1 I" a TO (E) S1L N 16>' IBAR JISTS4" Ir 1 11 1 o , z I ► '�+ (E) W 14x30 Co �. I 0 PROVIDE 1/4" FITTED I I ' Z cd TY �� I WEB STIFFENER EA. SIDE OF WEB @ COLUMN I I I BRG. LOCATION 3 SCALE: 3/4" = 1'-O" S4 o I I I I I I I ! I (3)-10d NAILS INTO SOLID BLKG. BTWN I I O EA LOOKOUT, TYP LOOKOUTS @ BRG , TYP EQ. EQ. I I + I E (E) W 18x3 (8266'_10) L - - - �Q J (E) W 18x3 (8266'-10)-;- _ I (E); W 18 35 (8266'-1 QI) _ 4 _E JL , - � - - - - Ir - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - _ _ - - - - - QA TYP. I I +moo 2x12 STRUCTURAL SUB-FASCIA, TYP. 2x12 LOOKOUTS 11 7/8" 1-JOIST RAFTERS PER PLAN IIII F — — — — - ® 24 0 C , TYP designed by LRH 2x6 STUDS © 16" W/ drawn by STR 1/2" PLYWD. OR OSB SHEATHING checked by 2 SCALE: 3/4" = 1'-O" issued S4 J L4x4x1 4x0'-6 W (E) W 18x35 NORTH 1 REV PERMIT 003/03/06 0 0 FIELD WELDED / o ROOF F PLAN SCALE: 1 4" = 1 -0 ' " REVISED 04/11 06 PLAN NOTES: AREVISED 04/19/06 p 1 INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: O FINAL 08/02/06 u 2 POSTS BELOW ARE INDICATED 0 NON-CONTINUOUS POSTS FROM ABOVE ARE INDICATED SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED. p (N) W 14x38 RIDGE BEAM-------------" EAM 3/16" 3 ROOF SHEATHING IS 5/8" APA RATED SHEATHING, EXP 1, SPAN RATING 40/20 1/4"x SHEAR PLATES WELDED D ALL AROUND TO 4 " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE sheet EACH BEAM W 10x22 VALLEY 5 ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED) VALLEY BEAM 6. ALL ROOF RAFTERS ARE: 11 7/8" TJI 360 OR BCI 60 2.0's @ 16" TYPICAL, UNLESS NOTED OTHERWISE. 7 (E) REFERS TO EXISTING CONSTRUCTION (- - - - - - ), (N) REFERS TO NEW ( ). S4 R 1 SCALE: 3/4" = 1'-0" s4 JOB #0506-20