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HomeMy WebLinkAboutPRJ10-0188 B10-0268.PDF e-• � • • � � eo 0 O ~ TC)VVN O F VAI L J o � a Qa � � Z �•"; UNIT 13 NORTHWOODS = � � PERM IT SET a8.20. I 0 � a � UAII CO 81657 � `� � , _ � � _ 0 � - � W � Q � . � G EN ERAL N OTES: -- � - PROJ ECT TEAM: P ROJ E CT S U M MARY: I. DO NOT SCALE DRAWINGS. � `�r.J.,-' � 2. VERIFYALL DIMENSIONS, CONDITIONS, AND UTILITY LOCATIONS PRIORTO BEGINNING ANY ARCHITECT Code: o- WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES I NTE RNATI O NAL B U I LD I N G CO D E 2 009 � � ' IN THE DOCUMENTS IMMEDIATELY. K.H. WEBB ARCHITECTS P.C. �, 710 W. LIONSHEAD CIR. UNIT A �- 3. AREAS OF CONFLICTS OR DISCREPANCIES MUST BE FULLY RESOLVED WITH WRII?EN APPROVAL , � � FROM THE ARCHITECTS BEFORE CONSTRUCTI�N CONTINUES IN THESE PARTICULARAREAS. VAIL, CO 8 I 657 Construction Type (602 . �J� : a� PH. 970.477.2990 T e V-B, SPRINKLERED "� 4. PLAN DIMENSIONS ARE TO FACE OF STUD, CENTERLINE OF STEEL, TIMBER, STUD COLUMNS, OR yp � •— FACE OF CONCRETE UNLESS OTHERWISE NOTED. SECTION AND ELEVATION DIMENSIONS ARE TO FX, 970.477.2965 -� TOP OF CONCRETE, TOP OF PLYWOOD, OR TOP OF WALL PLATES OR BEAMS UNLESS OTHERWISE NOTED. studio@khwebb.com Occupancy Classification (303. 1) : � � 5. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS INCLUDE BUT C�NTACTS: Group R-2 � ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILETS, TOILET ACCESSORIES, KYLE H. WEBB / STACEY GOEHRING CABINETRY, COUNTERTOPS, SHELVES, CLOSET RODSAND FALSE BEAMS. Occupancy Separations (Table 508.4�: 6. REFER TO FLOOR PLANS FOR DOOR LOCATIONS. REFER TO DOOR SCHEDULE FOR DOOR TYPES. GENERAL CONTRACTOR 1 Hou r ��pF coLO,� NEDBC� GONSTRUCTION � LEH °o 7. REFER TO FLOOR PLANS FOR WINDOW LOCATIONS. REFER TO WINDOW SCHEDULE FOR � � WINDOW TYPES. P.O. B4X 34 I 9 � � B I 8. COORDINATE ALL ELE�TRICAL AND MECHANICAL FIXTURES TO FIT WITHIN CEILING FLOOR AND VAI L, C� 8 I 658 `'C� WALL SPACES. VERIFY WITH ARCHITECT WHEN DIVERTING FROM DRAWINGS. PH. (970) 845- I OO I SE' p,R 9. IN THE EVENT THAT ADDITIONAL DETAILS OR GUIDANCE IS NEEDED BYTHE CONTRACTOR FOR FX. (970) 845-9979 ' CONSTRUCTION OF ANY ASPECT OF THE PROJECT, THEY SHALL IMMEDIATELY NOTIFY THE ARCHITECT. FAILURE TO GIVE 10 DAY NOTICE TO ARCHITECT SHALL NOTCONSTITUTE A DELAY IN C�NTACT: PATRICK PINNELL THE PROJECT. DRAWING INDEX 10. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SATISFYING ALLAPPLICABLE CODES STRUCTURAL ENGINEER AND OBTAINING ALL PERMITS AND REQUIRED APPROVALS. THIS PROJECT IS G�VERNED BY THE KRM CONSULTANTS UNIFORM BUILDING CODE 2009 EDITION. COMPLIANCE IS MANDATORY. THE CONSTRUCTION ARCHITECTURAL _ DOCUMENTS SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TU ALL RELEVANT CODES P.O. BOX 4572 A I OO I/4" - I'-0" FLOOR PLANS INCLUDING IN UBC AND ALL LOCAL AND REGIONAL CODES. - Z ' VAIL, CO 8 I 658 A ZOO I/4" = I'-0" PARTIAL BUILDING ELEVATIONS 0 I I. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL FIELD COORDINATE AND OBTAIN PH. (970) 949-939 I A 600 DOOR SCHEDULE & DETAILS � APPROVALS FROM THE ARCHITECT/ENGINEER BEFORE ANY CUTI'ING, NOTCHING, OR DRILLING OF � ANY CAST-IN-PLACE CONCRETE, STRUCTURAL FRAMING, OR ANY OTHER STRUCTURAL ELEMENTS FX. (970) 949- I 577 �r• WHICH MAY AFFECT THE STRUCTURAL INTEGRITY OF THE CONSTRUCTION. S I I/4" = I'-0" FOURTH FLOOR FRAMING PLAN Q o � 12. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING GRADES AND SCALE OUT THE S 2 I/4" = I'-0" ROOF FRAMING PLAN . .Z�W =' °o 0 BUILDING FOOTPRINT F�R OWNER AND ARCHITECT APPROVAL PRIOR TO BEGINNING ANY SITE � z = � . SYMBOLS : _ � � �vc � � I 3. THE OWNER HAS BEEN ADVISED THAT DUE TO HARSH WINTER CONDITIONS, ROOF & DECK � SURFACES MUST BE MAINTAINED REASONABLE FREE OF ICE & SNOW TO ENSURE MINIMAL PROBLEMS ' ' Q WITH THESE SURFACES. A4.00 A4.�,a Z Sectlon Cut Reference Detall Area Reference 14. SUBSTITUTIDNS OF "EQUAL" PRODUCTS WILL BE ACCEPTABLE WITH ARCHITECT'S WRITTEN � APPROVAL. , A3.0 ���-0" . 15. IT IS THE INTENT AND MEANING OF THESE DOCUMENTS THAT THE GENERAL CONTRACTOR ` AND EACH SUBCONTRACTOR PROVIDE ALL LABOR, MATERIALS TRANSPORTATION, SUPPLIES, Elevatlon Reference Elevatlon 5ymbol ���� / � ,� _� w� EQUIPMENT, ETC. TO OBTAIN A COMPLETE JOB WITHIN THE RECOGNIZED STANDARDS OF THE � � INDUSTRY. A411A 1 A�2. > �_ � � / � _ _..� �``��� I b. ALL CONSTRUCTION IS TO FIT WITHIN THE BUILDING ENVELOPE AND/OR OUTSIDE SETBACKS Detail Cut Reference Large Area Detall Reference WITHOUT CREATING EASEMENTS. NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES. ° � � Qi oiio2i2ooe P R 0 E C T : 251 I 17. THE GENERAL CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES. �= J ALL UTILITIES SHALL BE LOCATED TO MINIMIZE EXCAVATION AND VEGETATION IMPACTS TO THE � D R A W N B Y : SG SITE. Revision Cloud Revision Symbol D A T E • 04.13.10 O O � REYISIONS : 05.10.10 Grfd Bubble Material Tag ��'�� 05.19.10 ��;�� 05.26.I 0 ��., 08.20.10 k � r r 'TOWii Of Vail U����� �Op� COVER SHEET = � .-�. � � eo v�O. O ~ v � . � J ^ � � . 22 23 � ° � � Z � _ � � , � W O V a � � I V � _ � � Z O 7 � — 3�_9��� _� o ti � , I ( ( I I � � I I Z � ( I I 600 Q • . I I I y � EXISTING LIVING SPACE A-� '� `' I I °' . � I ._ NEW 5 PANEL LIFT-SLID DOORS -� 22'-7"w x 8'-0"h; MATCH DOOR N �� � IPROFILE & EXTER. TRIM O ( N EW � ... EXISTING DOORS/WDWS ON DECK �`' 1 ° IBUILDING; ALIGN WITH DWS I 000 FROM SUBSEQUENT FLO RS A200 I ( --�--�.�, .�pF COLO I I �P� �O _ �' �Y�.� i�. ° I I � VV� �- � r� � I REMOVE EXTG. I �� �. ` ' DOOR & WALLS AS 3 & 4 � G�` °�""�� SHOWN ,�s'� IA600 ''"" O �N Z / O � — — — — — — � ' O — — — — — — — — I Q � C z =' OOo � � z = o I � � � I Q g � � Q I Z I EXISTING LIVING SPACE � I � EXISTING LIVING SPACE � PROJECT : 2511 DRAWN BY : SG D A T E : 04.13.10 IREVISIONS : 05.10.10 05.14.IQ 05.Z6.10 W-) 08.20.10 NEW WINDOWS, SEE EXTER. ELEVATION 2 ��,- 2 2 a2oo 2 3 FLOOR PLANS � PROPOSED FLOOR PLAN - ENTRY LEVEL {FUURTH FLOOR) � � ,- 1�4�� - 1�-0�� �► �"` . � � n eo o�O. O ~ � � , � . � J ^ y � . 'a a 1� p� Z �: ADD ROOF CLIPS OR SIM. AS NECESS. _ = � .a. PER ROOFING CONSULTANT � � � V NEW LIFT-SLIDE DOORS TO REPLACE EXISTING WINDOWS; EXISTING HEAD-HT. � TO REMAIN; MATCH DOOR PROFILE & f",,,� o EXTER. TRIM TO EXISTING DOORS/WDWS � ON BUILDING � 3 �� � r• a-i — NEW DECK ADDITION; SIDING AND � RAILINGS TO MATCH SIM. EXISTING CONDITIONS � � o. . . v'f � �+.. � v a� • � .,.,, -� � �'' � o - � NO WORK THIS AREA; NO WORK THIS AREA; EXISTING EXISTING CONDITIONS CONDITIONS TO REMAIN .•�--•.. TO REMAIN ���F GO�O� � �LE �� �o � � � �� � ,� �� �� FtG,�` �,:R�._ NEW WINDOWS (W-1) TO REPLACE EXISTING; NO EGRESS OPENING REQD. AT PROPOSED EAST ELEVATI�N (FOURTH FLOOR) FOURTH STORYABOVE GRADE PLANE PER 1 „_ , „ iBC io�9 1/8 –1 0 MATCH WINDOWS & EXTER. TRIM TO EXISTING WDWS ON BUILDING . . ' '�:' • ''�". . . � ' ' , .,../• . . <<- .- • , . . • .. Z ' j � • �• � �'•• „ . ••• ,' •� .. . ' • . • • . . r • . . . . , • . ' ,•. •4'• •. .' ' . , . . � . ., • . . . . • • � . , •y� •. '. • � . .� ' • �•, • •• �� .�• , • , � . . . ' • . . . y� . . ,. � •: •�. . • . . •� • .�. •. { ; • . ; : •. �,. w�• � � � • •� : •• '� •• 4• • • • �` • ,• � . ♦ •. '• � . _ • r • • . • • . ' � •� • . •. •• .� ' • •'� ., ,• . • • ♦ •, • •,~t, •�i , � , . .• . , , ' • r, ,. �, . �. 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' , ',r , ; . . � � ; . , !7. • • '` �� - �. . • ' . . : � ��� �A�;� ; . • . • , , .. + ��� p'�C.E� �• • ;� . . . . . . � • � . . , . . , , . . ;� • , a•� � . • • . . ��,::::: ' �� , , • . . , .. p .��: � . . . . � .�:_.� � �. � ' � . � � � . � � . - � . � � � . . • ti � ��..��.:.�.. � � �._.......� . . .. . . . , ��. , � . � , � , . � :. . � : .. . PARTIAL BUILDING ., ., : . .� ti . . . � . . . .. � . . . . . , . . . I�'�,�+ . . �K�.+.�', ..w\.. ..., t r � r��..f..+-h. ..u� ... : .' . u . . ����'��.�..r.+rr•,a.T.�,�-=w� 1 , � � • �' • • � • �• • . • � � . . •�t..... • � . • � . � •� � . '. �' ' � � . l ;., ��_. ~ .� , t :.��, . "!' . ; , ° .�;_r_`_:_.:W:� _�: . > . EIEVATIONS . �......._ . _ . . .. .� � . . , . : . � � �, � . r� . . r �� s�� .. . . � � . . � � . . . . . . t . . . .8 . ' . , � � . ' . ' . . � . . ��► w.��•� . ! • - PROPOSED S4UTH ELEVATION (FOURTH FLCJOR) 2 NTS INDITAL 114/2 TOP RAIL INDITAL 114/2 TOP RAIL � � � � � a 22'-9�" ° � . .� � � 4 INDITAL 105/2 @ >4" O.C. INDITAL 105/2 @ >4" O.C. '. � - ALTERNATE WITH INDITAL ALTERNATE WITH INDITAL '� � 118/B/1 ALL PICKETS ARE 118/B/1 ALL PICKETS ARE _ ^ VERTICAL VERTICAL � � 0 � °� 2 V 0 � M° 1/2" METAL STRAP 1/2" METAL STRAP = � _� � _ � o � 2X8 RAIL CAP (REDWOOD) 2X8 RAIL CAP (REDWOOD) ,� SLOPE 1/16" TO EXTERIOR SLOPE 1/16" TO EXTERIOR �� 3 0 r�• GUARDRAIL TO MEET 2009 ;� IBC CODE REQUIREMENTS �^ � 1 CONT ZX8'S (NON-COM � TREATED) DODR TYPE: „� XDI SLIDER CEDAR SIDING (MATCH CEDAR SIDING (MATCH `' LIFT SLIDES BY WEILAND EXISTING) ON 1/2" EXTERIOR EXISTING) ON 1/2" °- �� ��" TEMPERED GLASS SHEATHING EA. SIDE EXTERIOR SHEATHING EA. ' ' '' --� SIDE " � � V Ga D�OR SCHEDULE CEDAR BOTTOM TRIM CEDAR BOTI'OM TRIM � �+�- DOOR ROOM NAME DOOR PANELS HARDWARE REMARKS ,` "o. nrPe size R.o. Ha,r�o MAT�� EveR �ocK VERTICAL SUPPORT VERTICAL SUPPORT `e �* TrPe � V EXTERIOR DOOR �.. A-1 LIVING ROOM XDl 22'-7" x 8'-0" 22'-9 1 "x8'-3 5/16" LIFTSLIDE LOW E 366/LOW E 366 TRIPLE GLAZE/MIN .35 U VALUE CONT. WP MEMBRANE . � ,a . . c 4 r. a•. . " . METAL FLASHING -�� _ _ _ _a _ _ _ _ _ _ _ _ ° _ _ 4�_ _ _ CEDARSIDING/ FASCIA _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WINDOW SCHEDULE (MATCH EXISTING) ��p� COL�� WINDOW ROOM NAME WINDOW HARDWARE REMARKS O N0. 7'ypE SIZE R.O. MAT'L EVER LOCK �� E* TYPE � �CYLE H. i EXTERIOR WINDOW NOTE: � 1111E ALL SURFACES OF W-1 4TH FLOOR Wl 8'-0" x 6'-6" (VERIFY) 8'-1"x6'-7" VERIFY MATCH EXIST. MIN .35 U VALUE. MATCH DIMENSIONS OF ADJACENT WINDOWS, FINISHED STEEL PARTS TO <��� LIVING SPACE MATCH TRIM ANDCOLOR. (3)WINDOW UNITS TOTAL(2)OPERABLE BE IN RUST RESISTANT �/ G�� EGGSHELL PAINT d A - SOFFIT TO MATCH EXISTING DOOR SCHEDULE GUARDRAIL DETAIL �' 1/4" = 1'-0" 2 1" = 1'-0" Z Q � SCREEN DOORS � � ii' ir% / % USE TREX DECKING FOR � �� � �- � LOW E TRIPLE GLAZING o � � � ��!� � � /�% � ,� � �� FINISH FLOOR IN FLUSH � o �° � � �� � � � / � � �, �' TRACK ASSEMBLY -SUBMIT � = °o 0 ���� � � �/� � ,� ��� SAMPLES TO ARCHITECT FOR NEW 5 PANEL ALUMINUM WOOD W � = o � � � // � � �,. � APPROVAL LIFTSLIDE DOORS, FLUSH TRACK � _ � /� � � -% � W/ TRANSVERSE DRAINS o !, � // � � �- � � � WP MEMBRANE: EXTEND � Z � II � �/� �� � UNDER DRIP PAN AND O/ MATCH EXISTING BASE & CASING II � �� CONC. TOPPING TO EDGE � (I I /// BLOCKING AS REQD. OF NEW DECK CONTRACTOR SUPPLIED DRIP PAN � GALV. METAL GUTTER W/IN �I I /�� 2 LAYERS 5/8" TYPE X GYP BOARD O/ GALV. METAL FLASHING O/ � GALV. METAL FASCIA // VAPOR BARRIER FOR ONE HOUR BLOCKING, SLOPE TO DRAIN EXTEND WP MEMBRANE UNDER DRIP PAN (MATCH EXISTING) �� � //� ASSEMBLY TREX DECKING O/ & B/W FINISH FLOOR & CONC. TOPPING II I �� HYRDODUCT PROTECTION WHITE OAK FINISH FLOOR; II �/// R-20 MIN INSULATION @ EXTERIOR COURSE (OR SIM) O/ WP REPAIR/ REFINISH AS NECCESARY I) � � WALLS, TYP. USE RIGID/ SPRAY-IN MEMBRANE O/ CONC. WHERE NEEDED TO MAINTAIN R-20 MIN. � ( � TOPPING , ' ' ' � ' ' • . a • l�I SHIM SPACE SLOPE 1/2" . 1'-0" a ' ,a ' • .. . , � ' . � � ' , � • ° a . ° ' ' ' . �___ _ _ =�__�--°�=��-�--�.Z�-J_���..�-��-�1–_��' a � NEW5PANELALUMINUMWOOD . �' . , , • , . ° � . ' � ° •' - - - - - _ _ _ _ _ _—� - - - - - - - - - - - - - - - - - - - - - � ' ' ' ' ''a • �\ PRO ) ECT : 1511 LIFTSLIDE DOORS, FLUSH TRACK - --- - - - - -- - - - - - - - - - 1/4" MIN. SLOPED STEP IN FINISH FLOOR D R A W N B Y : SG W/ TRANSVERSE DRAINS ' SOFFIT, CEDAR SIDING &TRIM D A T E : 04.13.10 (MATCH EXISTING) 1" RECOMENDED SHIM SPACE LOWETRIPLEGLAZING REVISIONS : BUILDING PAPER O/ �" EXTERIOR 1/4" PER FOOT RECOMENDED SLOPE- 05.10.10 PLYWD SHEATHING BEGIN AT EDGE OF DOOR FRAME 05.19.10 05.16.10 VYCOR PLUS, OR SIM. ON ALL SIDES 08.20.10 OF OPENING, METAL FLASHING PER MANF. SPECS � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3 DOOR DETAIL- HEAD DOOR DETAIL- SILL 1 - 1 -0 4 SCHEDULE/ DETAILS „ _ , „ 1„ = l�-o„ .�s �K, , ����4���s�' � ���A��p'�` 0��'�e� . � �g o �� � s r E W14x34 }� �°° b..,o�•••°����� C ) ��'�aN����� � 08/0�/10 , '� � ' �� � � � '� � � � � W � 22 � �3 � 24 � 25 � L � (E� W12x14 °-' �a N � � � � (SLOPING) � .� � � o � - - - - - - - - � �I I z � � ° � � i i i i I — � ooZ� � I I I 3 � ( �� I ~ � �owoix s2 � � �� � Q •� � � � ° � J � � c� cn �`.`. — — — — — — — — I I� I � � — — — — — — — — — — (E) W12x14 � � � — — - - - - - - - - � N , (N) W10x45 I I� z �' I- — — — — — — — — — — — -- I — — — � I - � �I � (E) W6x25 COL. o °' N � °� � - - - I I SHEAR F�-3/$„x8Y2„X� ,_� I �� I - — — -- — — — WELDED TO BOTH BM. � � °° � � - - - - - - - - - - � II � � � o � � � - - - � WEBS � I � � � m � - - - - - - - - - - - - -- - - - —� � ° =jOa _ _ _ I ADD (N) W10x45 TO (E) BEAM I Y m a >°:v � I— — — — — — — — — — — -- I — — — I 3 SCALE: 3/4„ _ � ,_�„ - — — � S2 - - - - - - - - - -z, - -- - - - — — — ° � 2 ^ � � — — — — — — — ° — — -- � — — — S2 � , - — — — — — — — — — N — - I — � I � � � � x - � - — x � � I � — — -�- cO � � .-. ^ .-. � w — — — — — — — — — — -- — — — v I �J I �,� I � \ \ � � I � ��� � � � O - — — — — — — — — — -- �— — — � � � ��� � � �� � �� � � T� -- � �� � � - - - - - - - - - - - - - - - -- - - - J � II >�\ ��� � � � N — - - - - - - - - - - — - - - - — - - i � �� �� � ��� � � F�..� -�- — E // I � �� � � � O - — — — — — — — — — — — -- I — — — I � ' � �I �i � � ��� � � � � �4„ 4„Q12„ - - -) I � � � � ��ii II � �� \\ \ \ � � � � � � � � � - - - - - - - - - - - - -- - - - \ � � � �� �� ��� � � ` i — _ _ � \ \ � � II \\ \ � �� � � ^ + SZ , ' — _ _ — _ _ _ _ _ \ \ I� \ \� ' __ _ � n (N) X—BRACES I — — � (E) 16H4 � � �� � � (E) W12x14 HSS 3x2xY4 — — — — — — — � — — h ' - — — � (E) W14x22 — � _ �/ � �� � �) � F� - - - - - -� -- � --ti' D � (E) W14x34 \\ � �� � � - - - �+� � \\ �+ - - - - - - - - - - - - - - - (N) W10x45 �� III - — - - - - - - - - - - - - - - -- �� � FULL LENGTH � II � � � `� � OF (E) W14x34 � � - �- — -�- — — — — — — — — — — — — — - - -I- - - - - - - - - - - - - --I � I � — — — — — — — — — — — - - — — — — — — — — — — — — — — — w - — - 2 SCALE: 3/4" = 1 '-0" � � - — — — — — — — — — — — — — — S2 � - - - - - - - - - - - - - - - - -- � � � � I I- - - � - - - - - - - - - - - - - � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ -I � w - - - - - - - - - - - - - - - - -� � - - - - - - - - - - - - - -_ � I- - - � - - - - - - - - - - �- - - , . - - - - - - - - - - - - - - - - -- � � � , - - - - - - - - - - - - - - - - � �� - - - - - - - - - - - - - - - - -_ � . - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I - - E W14x34 , - — --�-- ! — — — - � g� _ - _ _ _ _ _ = KRM _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � designed by_ — — — — — — — — — (E� W14x22 � i � drawn by MTN i J checked by _ TDH I I I I issued L�I - - - - _- - - PRELIM 07f30/10 (N) HSS 3x2xy4 PERMIT 08/09/10 X-BRACE TO (E) ( I W6 COL. BEYOND I NORTH I R � � � FR A M I N G P LA N SCALE: 1 4" - 1 '-0" (N) HSS 4x4xY4 W/ I SHEAR �'-3/$"x8"x1 '-0 WELDED » > I TO BOTH BM. WEBS PLAN NOTES FOR NEW FRAMING: Y2 xBM. WIDTHxO -6 CAP R WELDED TO I (N) W10x45 1. E REFERS TO EXISTING CONSTRUCTION -- - -- - N E W14x22 I ( ) ( —), ( ) REFERS TO NEW ( ). � � I � sheet . . � SCALE: 3/4" = 1 '- �" . S2 , , � � � " JOB #1U05=14 � � - - - - - -- - -- - � � b � � � � � � ' , � 22 1 � 23 1 � 24 � 25 DESIGN CRITERIA: NORTHWOODS E413 JOB #. 1005-14 �� �� �� �� ��jtD ��G>� �.�.,�_e����w�so f�'1 Roof Live Load (Snow) -------------------------------- 80 psf ��� � V � �`�':,� Roof Dead Load ------------------------------------ 15 psf �t� �'� Floor Live Load ------------------------------------ - 40 psf �:.� 231s9 "'• Floor Dead Load ----------------------------------•-- 40 psf �, . Deck Live Load ------------------------------------ 100 psf ��.� E�y�\��� Deck Dead Load 40 psf � � � I - 1VA Wind (3 Second Gust) -------------------------------- 90 mph (Exp. B) I I I � Seismic Design Category ------------------------------- B (E) W14x22 i � � OCT 1 4 2010 IBC/IRC Edition ------------------------------------ 2009 - - - - - - - - - r - - - -�- - - - - H - - - - - - - - - - 2 I ,' Per IBC 1614.3, the alterations to the structure do not increase the seismic force in or decrease = _��__ ___ ____� the design strength of any resisting structural element in the building by more than 5%. - -- - - -- --- I I � � (N) HSS2x2x3'4 AT EA. � � w � SPECIAL INSPECTIONS: I - -- - - - - -- - -- ---- - - - - - - - - - -- - �- -- ----�- - (E) BAR JOIST � �' Q o � 76'-0 � � � °° o � a. Special inspections shall be provided according to IBC Section 1704.1 and the Statement of T.O. SLAB � U � Q o ao 00 Special Inspections as submitted by KRM Consultants, Inc. for structural welding. -- -- -- -- - ---- -- --- ----- - - - - - - ---- -- I-- -_-- -- - --- I Z -o � � v °' °' b. The structural engineer does not provide special inspections. Pericdic observations of �� ��J v��mm � c o o Z� M construction by the structural engineer are not to be considered s�ecial inspections. I Uj � � N o rn rn STRUCTURAL STEEL. ___ __ _ ___ _ - - -- --- --- - - -- -- -- -- --- � .�.-. -- -- w -- -- -- � Z o' ao � —� � x � � Q L � � � �° � co tn �.�.� a. Structural steel'shall be detailed, fabricated and erected in accordance with the most current _ __ __ _ _ ___ __ ___ ___ __ _ _ _ _ __ ___ ___ � _ -i- ----- � S� J � editions of AISC Specifications and Code of Standard Practice. --- ----- ---- ---� � I � � b. Structural steel W shapes shall be ASTM A992. Other rolled shapes, including plates and p� angles shall be ASTM A36. Round or rectangular HSS shapes shal be ASTM A500 grade B. � ___� Z c � ^ c. All bolts used in steel framing shall conform to ASTM Specification A325. Anchor bolts and __ _ � _� _ _ - - - �o � I ADD (N) W18x130 BESIDE � � c•� 00 � � bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4"0 unless noted � N I ° I (E) W14x30 � 0 ,� � � � otherwise. x — � — -I � 3 d' oo a, Q, , d. Typical framed beam connections shall consist of pairs of Y4" angles using the maximum � � __ __A ____ _� ___ __.__ �. ��. _,��_ , ____ __._ ___._ �_ I__.__ ___ __��_ � _ I � O o � � number of 3/4"0 bolts called for in Table 10-1 or combination bolts and welds in Table 10-2 ^ _ ^ I � � m ��� of the AISC Manual (Thirteenth Edition) � co ___ � � � o J° Q » » �� n » n _ _ __ ___,__ _____. ._.._� �,r �_ _� �.—_ _ � � ._____ ___�. __ __� .�_� _ -� � Q � LL e. Expansion bolts shall be wedge type Hilti or Rawl or Simpson , or approved equivalent with __ _____ __a__ _ ^ � I u� � >v� the following minimum embedments: � I� 1. Y2»0 ---------- 2Y2" � , „ » ----- — -- .M,, 2. � 0 ----------- 3 __ __ _ _ _ ____ �� ---_ _„ ,_ __-- - _ __�_ �_ _� _�_ _ __ _w_ _e. �_ __.___ I___ ___ ____ _.� � I 3. �/4„0 ----------- 4" � I � I f. All welding shall be done by an AWS qualified welder. _ ___-__ ___� �' � � g. Delay painting within 3" of field welds until welds are completed. _ w _ ----- ____ _r_____ ___ _ _ ____ _ __ .__�_ ___ . __ _ ___ ____ ___ _ _ I_ _ _ _ _ E � I '� GENERAL REQUIREMENTS• ______ ___ �____ __�__ ___ ____ ______ __ _ � _____ ______ ___..._ �_ �.�p- ___ � _I I � a. Structural erection and bracing: The structural drawings illustrate the completed structure � �_ _ 3 ___J � � with all elements in their final positions, properly supported and braced. The contractor, m __ ___e_ ______ _ ___ ____ ____ ___ _� .� _ w� ____ __._ ____ �___ .____ _._..- __I S1 I I the proper sequence, shall provide shoring and bracing as may be required during construction (N) X-BRACES to achieve the final completed structure. Contact structural engineer for consultation (not in ABOVE HSS 3x2xY4 � - - - - - - - -� � � r- � - - 1 - - - -� contract) as required. _ __. ____ _ _ __ �_� _ __ _ ____ ._� � � _.___� ____ _._.__ __-_ �-- _.. -- ----- - � / 1 � 1 � 1 I � � b. Dimensions: Check all dimensions against architectural drawings prior to construction Do �l / l`/ l /� � � O not scale drawings. - - . -___�__- - -_--___ ____- __� _� �______. __._. ___-s_� I- - -� �-= - - - - - - �-J L — — — — � / c. Construction practices: General contractor is responsible for means, methods, techniques, _I __ --I I I (E) W12x27 I � � sequences and procedures for construction of this project. Notify structural engineer of -- ----- - �� j �) � omissions or conflicts between the working drawings and existing conditions. Coordinate I I �+�` � N '- - -_ _ � � requirements for mechanical/electrical/plumbing penetrations through structural elements with c� oo ; � � structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods __ ___�_ ._a. _� __.__ ____ __.__ � �._ �_e __._s .�_ ._.� �� � � I used for construction shall be in accordance with the latest editions of the IBC/IRC. � � _� _, _ __ O d. Details not specifically shown on the drawings shall be constructed in a manner similar to the P w� I � details that are shown for like conditions. These items shall be brought to the attention of -- - ----- ---- ----- ---�-- ------- - -- ----- -- -- - -- "� the structural engineer as soon as possible for approval. Approval shall be obtained prior to _� ;�__ _ __( � � O installation. I M � - e. All waterproofing and flashing is the responsibility of the architect and contractor. � � � � f. It is the responsibility of the contractor to contact the structural engineer at the appropriate I time to perform site observation visits. Observation visits to the jobsite by the engineer are li � for determination of general conformonce with the construction do�uments and shall rot be ', NORTH � " construed as inspection. ' F O U R TH F L O O R F R A M I N G P L A N � � �' g. Though every effort is made to provide a complete and cfear set of construction documents, �� SCALE: � 4" = 1 �-��� discrepancies or omissions may occur. Release of these draw�ngs anticipates cooperation and � � � continued communication between the contractor, architect and engineer to provide the best � PLAN NOTES FOR NEW FRAMING: � � � ' � 'i 1. (E) REFERS TO EXISTING CONSTRUCTION (-- -- - --- - --), (N) REFERS TO NEW ( ). � �� � ,, - �jti5�� ji � APPR�.IVED � � � � '�, �! �- F �,� Community Development Departmeni � , ��, - 3uilding Safety and Inspecfion Services � M�r--1 �I 5� _ _.. - � � i .r�;I Gudding Code/lnternational R��id�ntial � � Cc.:, � _ -�- i The issuance or granting of a perm�t shall � � � nct c=��-: �t;v a permit for,or an approval of,any violation of � i ary cf i',: _ ;<<�ci th,s ccde or of any other ordinance of the � � �unsd.c' . ,-�,;r s precuming to give authonty to violate or cancel the ��I 4�_p f prov�s.c,:,c�t;��coda cr ather ordinances of the jurisdiction shall not be � w valid T;,�r�;.�c7��of a permit based on construcfion documents and other d�ta ehc'I rct prevent the bwldmg afficial from requiring the � I, (N) LTWT. CONC. TOPPING correcticn cf c--"���the construction documents and other data The 'I REINF W/6x6-W1.4xW1.4 (N) CONT. L5x3x�s build�na ci�:�� c'ro authorized to prevent occupancy or use of a structur-� ;.-. �v�olat�on of this code or of any other ordinances of � I WWF 3�6� 3" p 8" this�uri�d;ccic� �6"x26 GA. STEEL PLANS EXAMINER. ��-'� -DATE: ��"�� �� - j �I � j DECK �s" 3" � 8° NOTCH W18 WEB 3,�6" EACH BAR JOIST �`! � � ` AT COL. , � ii (N) CONT. EDGE �, L3x3x�y6 (E) CONC TOPPING � i � T _ 76'-0 (E) Wox25 ', SLOPE �'4' - _ ____ _ _ _ _ _ __ _ -- a - - _ _ = T.O. SLAB � coN�r. co��, �� �� r I� �, . � � ___ � — �/�— — KRM (N) HSS 3x2xYa X-BRACE '`II II _� � �I� � II ��� ___________ _ ��� ��� �� �� designed by TO (E) W6 COL BEYOND li � I � � �� ��� �� �� �� � drawn by MTN � (N) HSS 4x4xY4 w/ �� � � I � � i ��� �� ��� ��� �! checked by TDH � YZ xBM. WIDTHxO 6 (E) W14x30 (N) W18x130 BASE R WELDED TO �� ;i � � � I �� „ � - _ _\�`�� - - - - �'/ - issued � FLOOR FRAMING � � � I (N) HSS 2x2xY4 � 24 - - - (E) W12x27 NOT SHOWN �� � II � � - _ _ _ _ �i II � ' � � CONT. h'-Y4'x6„ ' � - - - - - - — II � � �, PRELIM 07/30/10 (N) W1E3x130 I (N) L1Y2x1Yzx3/6 WELDED TO i i �� i SIDE OF HSS & TO BOTTOM 3/6" 4" � (E) W14x30 PERMIT 08/09/10 ' � �� (E) W14x30 ii OF STL. BM WEB I REVISED 10/14/10 � � � _ _ _ _ _ _ _ _ _ _ = II ( „ „ , � 6"�O.C�FULLY � II o BRG. �-�i'a x6 x0 -8Y2 WELDED TO BOTH � (N) W18x130 FULL LENGTH OF BEAMS (E) W12x27 3/s' II II I (E) W14x30 BEAM SHEAR R-�"x8'�x1'-0 WELDED �� �� 8 �� „ � (E) 16" BAI� JOISTS � 24" TO BOTH BM. WEBS y2 �3�fi STFNR. R CENTERED , �� II � � i ON COL WEB � � 1 SCALt: 3 4 = 1 -0 sheet 3 SCALE: 3 4" = 1'-0" 2 SCALE: 3 4" = 1'-0" I'� " ' " ' S1 S1 S1 � 1 � � , � ,, = ' JOB #1005-14 i ' __ _ _ '