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Home My WebLink AboutVail Village Filing 7 Tract B Northwoods F2 Remodel 2004 B04-0107.pdf r - + C) - _ Oe O O o 0) ® V .1 0) ® u.,-4 , _ CT] , W o o o o 7� 0- Q) ;> 00 on om in iurn (A Q STRUCTURAL , w - - s ARCHITECT - � , _ r _ � 'CONTRACTOR' ' L IENT ENGINEER_ _ BETH LEVINE, ARGHITEGT, INC. MR. HADDAD KRM CONSULTANTS, INC. NED80 CONSTRUCTION F , P.O. BOX 1825 600 VAIL VALLEY DRIVE, UN IT F2 PO,BOX 4572 PO BOX 341 q ` _ AVON, GO.. 81620 VAIL, COLORADO PAIL, GO 81658 VAIL, GO 81658 (q70) 926-4gg3 FAX (q70) q26-2gg3 (q7o) q4q-g3gl FAX (q70) q4q-1577 (CI-70) 845-1001 FAX (q7o) 845-gg7q CONTACT: BETH LEVINE CONTACT- LOREN HILL GONTAGT: PATRIGK PINNELL _ E L. IN -R EN GENERA. NOTES GRfAf Nl;)EX r _ CALCULATIONS ONS DRAB I NG I " 1.) 'ALL`NEW CONSTRUCTION SHALL MATCH FIRST FLOOR 5-7. 0 G 'COVER SHEET EXISTING MATERIALS AND QUALITY OF SECOND FLOOR CONSTRUCTION EXCEPT WHERE NOTED. Al SITE PLAN UNIT F 1 ' 26.,o 2•) THE CONTRACTOR SHALL ,FIELD VERIFY ALL UNIT 7 F2 83. A2 FIRST AND SECOND FLOOR PLANS " DIMENSIONS WITH THE EXISTING A3 THIRD AND FORTH FLOOR PLANS CONSTRUCTION AND COORDINATE WITH THE SECOND FLOOR TOTAL "1 ,44 FIFTH FLOOR AND fi�00F PLANS S THIRD -FLOOR 1 11 . 5 3•) ALL NEW CONSTRUCTION SHALL FOLL0IN FOURTH FLOOR 34: 6 A5 BU I LD I NO ELEVATIONS DATE: CURRENT BUILDING CODES. FIFTH FLOOR -352 . 0 A6 BUILDING ELEVATIONS AND SECTION- APR q 2004 - _ -. _ TOV DRB TOTAL 664. 8 A-T WINDOW SGHEDULE AND INFORMATION' _ 4•) DO NOT SCALE DRAWINGS. , �_-, ,• � � � MAY 3, 2004 _ t _ • " - .. ` k' r _ F � PRICING ` 51 SPED I F I GAT I ONS MAY -r, 2004 - PERMIT ti 52 SECOND FLOOR FRAMING PLAN 55 THIRD � FOURTH`FLOOR FRAMING PLANS 54 FIFTH FLOOR $ ,ROOF FRAMINO PLANS NORTHA0011c Nl:>Om I N lull M UN I T 1=2 600, \,/AIL V; -ALLE*,( PRI \/e VA I L CoL0,RAZ>o L t 5 51ock Ith 9 ba I N rthvi a a. d - Sheet Number . - 1 Y - - _ U . . . .. ,. - , . . » ,. 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' �� r--� /� . . 1 TOE/ D' 04 — MAY 3, 20 • . , , _ _ . .. PRICING ' - \ :. . MAY 7, 2004 • • . - . . , . . . . . PERMIT I 1 . � I . - - � , I -) \ , , , -. � � . ,". I , . I . � . �C 1 - „ ` ' I _ '' r - • 1- _ ....... c t i�1J '. 1 _ - ' • . ' ,-< i • - - - 1 1, I�" . : - , I - '5 .-- , - , , ; . i' , . ; , ' ` '; . ' - ,� a L nd Sheet Nwnber' , ' - Gra in* g eae . .' ' . ; I , ; , . ' ' - , ' I. ' - ,, ' , • _ : ' 1 . ' ' . . . ' . - - , T1 W 10' .'.. . - • . ' ' - Exist: Contour - ' • . • :. , ' , . • s ; . . ' : y:_ . ; ; ', , . J .. New Contour,.------I---- =11 i - ,, , . \ r. ' ,-A, - r• J�� 1 Jar:.•- 1 . - ,� I I ; . rl 1 . I, '. .• � r -11 . - � I I R, - �� - - - - " 'I 11 \ W. \ r r C� W O0 o o cq OO � � a 84 cq C) c) ' YI DEO ROOM LAUNDRY WITH NEW r FLOOR DRAIN TWO STACK �AC� WASH/DRY ® SAYTHRO LAUNDRY �- - ,GLO o rn EXIST EXI5TIN6 STAIR ,�\d O STAIR NEW U � \ CLOSET . - , _ , /� NEWS\\ 'i i\� // \ � •�)' 3 4 G OSBT % O ' NEW + b O LINEN CLOSET •�" . UP UP O ,o DN O UNIT 2 \ �,. U ..a UNIT I S, A, W4ILLIN6 UNIT 5 n EXISTING O cfl t SEAT•- UNIT UNIT :5 \ ' u RELOCATE _ BATHROO > f--I ATER METER NIT W NEW BACK TO \ , �,•%. , .. •• ; • - . n NEW �,, �ni;,• 'S ,,� \ � ,. OF CLOSET SPACE @ FI MATCH / ' ADJACENT %'. GADDED / DOOR SIZE,. `\. .GARAGE SPACE--� � EXISTING BEDROOM' �- NEW 6ARA6E LINE OF WALL / v DOOR y, . ABOVE j ALIGN w/EXI5TING BUILDIN6 OVERHANG EXISTIN \ / DECK C®l® EXTEND CLOSET AL 16N WALy� ,r v4/DECK UNIT #I GARAGE ABOVE �' LEVINE-ROSEN Mn DOOR B-2 NOTES: ``'` TES: e°�`�► ALL DIMENSIONS 61VEN'AT THIS PLAN AVL NS GI N AT TA5 PLAN . -ARE FINISH DIMENSIONS UNLESS ARE F I D NS N UN S OTHERWISE NOTED. ' - � 0 RWIS D I- I= IRST ILOOR ALAN ILOOR DATE: JAN 28, 2004 SCALE: 1/4" = 1'-0" 51.O 64RFA NORTH - SCALE: 1/4" = P-O" ORTH MAR 4,' 2004 NW SUBMITTAL 26.0 6RFA - UNIT Fl APR r-i, 2004 ' • , - - 83.7 '6RFA - UNIT F2 TO\/ DRB • 1 Oq.7 6RFA TOTAL .TH IS L MAY 3, 2004 � - L��N� - , • ' , . = � PRICING MA-1- -1, 2004 PERMIT AREA OF ADDITION NEW,FRAME GONSTRUGTION � I EXISTING CONSTRUCTION TO REMAIN Sheet Number EXI5TIN6,GONSTRUGTION " TD BE REMOVED $ F W cq cc c - QQ cq C4 \ \ JP W U o• DEGK Q NEW STAIR TO i - --_ A NEW FIFTH .. - - /'�- , • , - - - , FLOOR PECK • EXI5TINGG STAIR TING NEW EXISTING / ROOM POWDER DINING v' EXISTING STAIR NEW STAIR TO W . t TO REMAIN FIFTH FLOOR n h� 15 RISERS �I 3/4" 3-I/2" HALF - 14 TREAD ® 10" O° WALL' FOR EXISTING (� O PL ' / �'! ^ BEDROGM O UMBING HAN IL UNIT 5 o a i O NEW NET BAR, EXIST > REFRIGERATOR ;/' BATH ^ Q AND SINK O \ EXISTING I KITCHEN O UNIT 5 U .5 EXISTING A STAIR EXIST BATH V '\ p• � i .0 DN ' � • - ice• - ' - - �Aj�� _ � '; UNIT I GUARDRA I L T. UNI I R , UNIT 2 ' - - � � , ✓-� EXISTING . � ' � , , _' - - - • .- � • LIVING ROOM., • . , � ,�� _ NEW BALCONY - - ' - - • . v? .. UP > '•.� . - b. NEW 5_-6" � ,(360°} STAIR LOCATION 5PI TAR, - 15 RISERS•m -3/4" \,\ ,_; LOG AT „ ?-I/2" TREAD DEPTH ® ®®` G \.` ``� O\ BELOWO \.\ - \ 12" FROM NARROW EDGE BET E, \ \ / I I/2" HANDRAIL EVIN R SEN. , - ' ` - NEW �� -• .�� - . " ��, ', . , � - �,,� ,, V -EN6LOSED SPACE ' •` MATCH EXISTING O ING , �; / WINDOW LAYOUT MATCH EXIST a \ \ WINDOW LAYOUT AT UNIT F5 �' too , AT UNIT F5 \� �� _ NOTES: NOTES: ALL DIMENSIONS GIVEN AT THIS,PLAN DATE: ALL'DIMEN51DN5 GIVEN'AT THIS PLAN ARE FINISH DIMENSIONS UNLESS JAN 28, 2004 ARE FINISH DIMEN51ON5 UNLE55'` OTHERWI5E NOTED. MAR 4, 2004 OTHERN15E NOTED. NW SUBMITTAL APR q, 2004 TOV DRB MAY 3, 2004 ` PRICING • . •• , , - • _ • ' ` , _- • , • - 1..�G�I�lt7 • .. - • - , ,• - MAY' -7, :2004- PERMIT FOUR Tit . r1._OCR Fl..AN �OO� � � AREA' OF'ADDITION � � � _ NORTH ; 50ALE: '1/4" I'-O" 34.6 6RFA SCALE: 1/4" - I'-0" 1 1,.5 6RFA NORTH. t NEW FRAME,CONSTRUCTION EXISTING CONSTRUCTION To REMAIN _ Sheet Number EXISTING CONSTRUCTION -- - - � TO BE REMOVED - NEW.STAIR TO FOURTH FLOOR PECK BELOW GH EXISTI -.15 RISERS o -7-3/4"' INDOW LAY NEW STAIR 4 - 14 TREADS ® 10° AT UNIT F5 DECK BELOW - 1 1/2" 4) HANDRAIL 3, IT asr OABV �, �, "It 04 ' � Gil. GPI NEW DECK NEW ROOF Z C) 0) CONFIGURATION - O _ ✓. \ , ,- i '•� - . \ - � �,Z ""Y\i� � ..� AT UNIT F2 TO O �1? NEW DORMER ©I V `- t MATCH ROOF 'NEW ROOF' CONFIGU �• RATION / �' �� - ��,y 2 �. 'L'� ,'[ G)ABV \ AT UNIT F3 2� y .x BEVROOM \ %NEW ROOF TO MATCH / EXISTING OVER NEW FIFTH FLOOR—-, - ,\ •.. ' . •NEW - .- - ��\�� .- ��= '�\ ��' '� \ >4\ ��".� 'a=f'" � BATH. UNIT 5 BATH —A ACCESS ✓ UNIT S o • UNIT I UNIT 2 Q o U o UNIT I - c� UNIT ,2 o CRICKET - FILED VERIFY PITCH WCONTRACTOR AND ARCHITECT A \ A / (;®l® B TH LEVINE- N, . i \ DECK BELOW ROOF BELOW \ DECK BELOW • ADDITION NOTES:, ALL DIMENSIONS GIVEN AT THIS,PLAN ARE FRAME DIMENSIONS UNLESS % OTHERWISE NOTED. DATE: JAN 28, 2004 ' MAR ,4, 2004 NW SUBMITTAL APR q, 2004 FIFTH' FL.00R PLAN 'ROOF- PLAN TOV DRB MAY 3, 2004 5GALE: 1/4" - I'-0" 352 GRFA NORTH SCALE: 1/4" = V-O" NORTH PRICING MAY -7, 2004 PERMIT LEGEND ., LEGEND - AREA OF ADDITION -�— _ = NEW ROOF MATCH EXISTING - - = -. NEW FRAME CONSTRUCTION. _ _ . I Sheet Number EXISTING CONSTRUCTION TO REMAIN - 4 ROOF TO REMAIN _ . EXISTING CONSTRUCTION TO, BE REMOVED 00 ' U '� c� C) G� 't cq p 0 °' ^ 1 W U o 0 ROOF TO MATCH EXISTING ^ ' ROOF TO MATCH GRIGKET O i EXISTING O b _ I MATGH ±6 U FASCIA TO MATCH _ -- _ t- I FASCIA TO MATCH EAST I •�� EXISTING �- — EXISTING 7:1 DIAGONAL WOOD 51DIN6 TO MATCH 4TH. FLOOR _ , �R EX15TING � j � --•�� 'l � � � � GLAD WINDOP^e-To-- ,___ MATCH EXISTING --� - _ __ —___ - - - _ --_ __— -- - - -_ - W O O O _ �CORNER TRIM TO - - --- - — -- -- Q U •5 —' WOOD WINDOW TRIM -- - -----� - - -- ,- - -- -- - __ _ i I- •c� '� TO MATGH'EXI5TING WOOD WINDOW TRIM G� I A I A v C/� r • GO TR TO '�'/ ,_� _�.'� _-_- --- --_. _ TO MATGH EXISTING MATGH EXISTING, _-- L '=- ------- = • . - - LIGHT FI7fTtJRIE_TD MATGH EXISTING DIAGONAL WOOD 3RD. FLOOR _— - -_ -- I --- -- -- -- _--, O v -- --- ---- -- — - —51DINCG TO MATGH -- - ------- --------- ---- - _ -- '�r. /- -j � !~ Z O EXISTING EL. 8257-1 1/4 GLAD WINDOWS TO MATGH EXISTING UNIT I UNIT 2 U I I — !� IUNIT12' ,�\�__ a }° • _ . . 1 - • I �� .( IIII � � IIIII �� I i1III , L I - -2ND. FLOOR 1- — — — — — --II 11 �.' — _J II -=-- ----------- ---- — -- -- - ---- - ---------1 -L -- - EL. 8247'-6 5/8" col ETH L. • ' � LE N -ROSEN . • 15T F O R NORTH. � ELEVAT I ON ST L �I T I ON 5GALE: 1/4" = P-O" 5GALE: 1/4" = 1'-O" DATE, .JAN 28, 2004 MAR 4, 2004 NW SUBMITTAL APR q, 2004 " TOV DR5 MAY 5, 2004 - ,• ., _• - - • - PRICING - • MAY 7; 2004 PERMIT Sheet Number ROOF TO MATCH U EXISTING U W c FA5G I A TO MATCH 00 EXISTING 0 cl M co �+ � C14 WOOD WINDOW TRIM TO MATCH EXISTING O C4 C4 - 0 U O O L16HT FIXTURE TO Q' Z MATCH EXISTING �O GLAD WINDOWS TO MATCH EXISTING DIA60NAL WOOD (•� SIDING TO MATCH EXISTING r - - f --1 I -12 - - EXIST LIGHT FIXTURE TO - MATCH EXISTING I NG 'b NEW DECK 8 RA LI O = � �-� i ��' TO MATCH DETAILING � � % � El I O ��' O @ UNIT F3 � Al- ---- - - - •� 0- 5TH. FLOOR - - - - - - ----- ----- -- -- ------ - - ---- - - NEW"STAIR-4 RAILING EL. 82-76-2 5/8" r Q O f TO MATCH DETAILING ® �, R$ f — — -- — -- — - - - -- UNIT F3 Z W �o o .0 � c) o EXI5TIN6 lz 4TH..FLOOR'- -- -- -- --- - --- - --- ---- -- -- - Z � 0 UNIT 5 UNIT 2 UNI as EXISTING FLOOR EL. 8251'-I 1/41, BOUTH ELEVAT ION , 5GALE: 1/4" = V-O". C®t(�� EXISTING LEVINE SEN 2NO. FLOOR 5241I-65/b" EXISTING OIL I5T. FLOOR - — -- -- - DATE: —_ ^—_ ____ — -- —_... ---- -- -- ----- -- , - --- --- -- — i Y EL. 8238'-0" ---. - --- , -- --- ------------- -- ---- ---- - JAN 28, 2004, MAR 4, 2004 NW SUBMITTAL APR q, 2004 - TOE/ DRB 5U I LO I N6 SECTION MAY N 2004 - PRICING = 5GALE: 1/4" = 1'-0" � � MAY PERMIT ( Sheet Number w C o a 0) � �C "It cq Cl p a A I NPOA SIZES Z a o NO. LOCATION OPERATION SIZE HEAD HEIGHT REMARKS W ti A EAST ELEV GASEMENT 3'-II 3/4' x V-1 3/4' b'-10" TEMPER LOWER UNIT AWNING 5 EAST ELEV FIXED 3'-II 3/4' x GU5TOM VARIES r� G EAST ELEV FIXED Y-11 3/4' x GU5TOM VARIES MW D EAST ELEV FIXED 3'-II 314' x GUSTOM VARIES E EAST ELEV GASEMENT I'-.q 3,14" x 4'-5 3/4' (9'-10" TEMPER F EAST ELEV CASEMENT Y-5 3/4' x 649 3/4' 6-10" TEMPER LOWER UNIT AWNING 6 EAST ELEV DOOR 3'-0 3/4'x 6-10" 6'-10" rT^� H NORTH ELEV FIXED 11-0 5/4"x 7-0 1/4" 6'-10" I SOUTH ELEV DOOR 7-10 1/4'x V-8 518' 6'-5 5/8" O i J SOUTH ELEV AWNING 7-4 3/4"x 1'-q 3/4" 6'-8 5/5" SEE ELEV FOR LOWER UNIT LOCATION O •r-+ U r K WEST ELEV AWNING Y-11 ?/4' x I'--q 3/4' b'-b 5/8" 7:1 L WEST ELEV FIXED 7-0 314'x I'--q 3/4' 6'-8 5/8" ? O U • Q O ct W o � o 0 I Nna 5CHr=)ULE NOTE5 I. ALL WINDOW5 TO BE PELLA. T� l 2. 5EE BUILDING ELEVATIONS FOR VENTING OPERATION. 3. ALL VENTED UNITS TO BE PROVIDED WITH 5GREEN5. O ti 4. HEAD HEIGHTS ARE TO MATCH EXISTING WINDOWS AND SHOULD BE O VERIFIED IN THE FIELD. 5. WINDOW SUPPLIER TO VERIFY TEMPERING REQUIREMENTS BEFORE ORDERING. 6. MATCH EXISTING INTERIOR TRIM DETAIL. 0 �f, V 1. GENERAL CONTRACTOR AND SUPPLIER TO GRO55 REFERENCE PLANS AND ELEVATION5 FOR WINDOW QUANTITIES,SIZE-5 AND LOGATION5. 8. WINDOW 5YMBOL5 ON PLANS AND ELEVATIONS ARE SHOWN AS ( F� NCR7HH Naa17�5 GDN17aM I N 1 UM 57ANIDAR 7 K NI7)CKB RETYPED FROM FRITZLEN PIERCE ARCHITECTS MEMO DATED MARCH 25, 2001 IT IS THE A550GIATION'S GOAL IS TO UNIFY THE TYPE AND SIZE OF WINDOWS AND EXTERIOR DOORS IN THE NORTHHOODS COMPLEX. IN ORDER TO ACCOMPLISH THIS GOAL, UNIFORM WINDOWS AND EXTERIOR DOORS SHALL BE USED THROUGHOUT THE COMPLEX. IT IS UP TO THE CONTRACTOR TO ASSURE CONFORMANCE WITH THESE REQUIREMENTS, GAIN WRITTEN APPROVAL FOR ANY SUBSTITUTION, AND PROVIDE SHOP DRAWINGS FOR CUSTOM WINDOW FABRICATIONS. THE SHOP PRANING5 ARE SUBJECT TO ASSOCIATION APPROVAL. o� col/ ALL WINDOWS TO BE PELLA, STANDARD "BROWN" COLOR AT REQUIRED EGRESS LOCATIONS, NINDON5 SHALL BE DOUBLE HUNG: MODELS 3365, 3765, 4165, 4565, (ALL WITH 5' 5 3/4" RO HT.) ARE ACCEPTABLE REV T ` DEPENDING UPON NIDTH NECESSARY FOR ARCHITECTURAL COMPATIBILITY. t � Contact Northwoods Condominium for heights that differ from the 5' 5 3/4" RO ht. OTHER OPERABLE WINDOWS SHALL BE DOUG-E HUNG (same models listed above), OR ANNING. THE FOLLOWING AWNING �4 VENT MODELS ARE ACCEPTABLE: �r1 MODELS 352G, 412x, 472q, 532q WITH FIXED COMPANION UNITS OF _ 3535, 4135, 4-735, 5335 RESPECTFULLY (COMBINED RO HT. 15 5' 4 3/4"9 MODEL 2g2Q WILL BE ACCEPTABLE KITH APPROPRIATE FIXED UPPER UNIT Contact Northwoods Condominium for different height requirements. IT 15 NOT ANTICIPATED THAT CASEMENT WINDOWS HILL BE ACCEPTABLE IN THE NORTHWOOD5 COMPLEX. EXTERIOR DOORS SHALL BE FELLA ARCHITECTS SERIES (DESIGNER SERIES MAY BE ACCEPTABLE WITH SPECIFIC ASSOCIATION APPROVAL), STANDARD "BROWN" COLOR, FRENCH IN-5HIN6/OUT5NING DOORS WITH MODERN DIVIDED LIGHTS (10 EQUAL LITES FOR 610" DOOR, 12 EQUAL LITES FOR &' DOOR). EXTERIOR HARDWARE SHALL BE ENDURABRA55. DATE: MAY -1, 2004 PERMIT Sheet Number GENERAL NOTES: Northwoods Unit F2 Remodel, Vail, CO JOB #0402-22 2000 IBC FRAMING NAILING SCHEDULE (TABLE 2304.9.1 ) DESIGN CRITERIA: ABBREVIATION LIST CONNECTION FASTENING a, m LOCATION l 4. Roof Construction: d' Roof Live Load (Snow) --------------------------80 psf •� 1. Joist to sill or girder 3 - 8d common toenail o �Q A. Provide 5/8 thick APA plywood Sheathing rated 32/16 0 Roof Dead Load ------------------------------15 psf 3 - 3" x 0.131" nail cv ��. ••10° • ifi Floor Live Load -------------------------------40 psf exposure 1. Install sheathing with long dimension A.B. ANCHOR BOLT JST. JOIST 3 - 3" 14 gage staple � :4�NEE •/`2 z Floor Dead Load 45 psf perpendicular to rafters or trusses and end joints A.F.F. ABOVE FINISHED FLOOR LAM. LAMINATED 2. Bridging to joist 2 - 8d common toenail each end Deck Live Load -------------------------------100 psf staggered. A.F.G. ABOVE FINISHED GRADE LONGIT. LONGITUDINAL 9 9 , 2 - 3" x 0.131" nail o%r '� • B. Plywood sheathing shall be applied continuously over the 2 - 3" 14 gage staple >- °, Deck Dead Load ------------------------------30 psf ADJ. ADJUSTABLE LTWT. LIGHTWEIGHT g g p primary roof members rafters or trusses below d • 5 Basic Wind Speed --------------------------80 mph (Exp. B) p y (rafters ANCH. ANCHOR LVL LAMINATED VENEER LUMBER 3. 1" x s" subfloor or Tess to each joist 2 - 8d common face nail overframed areas to provide adequate lateral stability. Seismic Zone --------------------------------1 APPROX. APPROXIMATELY LSL LAMINATED STRAND RIM MATERIAL 4. Wider than 1" x 6" subfloor to each joist 3 - 8d common face nail QR UBC Edition ---------------- 1997 C. Provide wind/seismic anchors at supports for all roof joists and trusses. See nailing schedule. ARCH. ARCHITECT MAX. MAXIMUM 5. 2" subfloor to joist or girder 2 - 16d common blind and face nail D. Provide solid blocking between roof rafters, trusses and BD. BOARD MECH. MECHANICAL 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail lookouts at all bearing locations. Blocking material shall BLDG. BUILDING MAT'L MATERIAL 3" x 0.131" nail at 8" o.c. STRUCTURAL WOOD FRAMING: match rafter, truss chord, or lookout material. BLKG. BLOCKING MANUF. MANUFACTURER 3" 14 gage staple at 12" o.c. 5. Wind Bracing: BM. BEAM MIN. MINIMUM A. ' Walls over 4 feet long which are sheathed with gypsum BOT. BOTTOM (N) NEW Sole plate to joist or blocking at braced 3 - 16d per 16" braced wall panels a. Except where noted otherwise, all 2 nominal lumber, except studs, wall panel � wallboard on both faces and are indicated as shear walls B.O.W. BOTTOM OF WALL NOM. NOMINAL 3" x 0.131" nail per 16" 1= co shall be Dou las Fir-Larch #2 and better, and all solid timber beams 3" 14 gage staple per 16" N �� on plan have been designed :o resist wind forces in BRG. BEARING O.C. ON CENTER and posts 3 nominal and wider shall be Douglas Fir-Larch e accordance with Table 25-1 of the UBC. CANT. CANTILEVER OPNG. OPENING 7. Top plate to stud 2 - 16d common end nail Q) Z 00 cD cD b. Studs shall be Stud grade and better Douglas Fir-Larch or Hem Fir. .. B. At shear walls, screw 1/2" gypsum wallboard to all studs C.J. CONTROL JOINT OSB ORIENTED STRAND BOARD 3 - 3" x 0.131" nail U < 0 0 C. Built-up posts shall consist of Douglas Fir-Larch or Hem Fir #2 or 3 - 3" 14 gage staple 0 00 00 and to top and bottom plates with #8 X 1 1/8" drywall CMU CONCRETE MASONRY UNIT e 9 p � 0 Q' 0' better 2x4 or 2x6 studs per plan and shall be nailed together with 2 >• R PLATE Z p p g screws at 7 maximum spacing. CEM. CEMENT PLYWD. PLYWOOD s. Stud to sole plate 4 - 8d common toenail - Z r) rn rows of 16d nails @ 6 on center along each stud. C. Exterior plywood or OSB wall sheathing is required unless 4 - 3" x 0.131" nail a 0 r- r- d. Built-up beams consisting of multiple 2x members shall be nailed specifically deleted by engineer. CLG. CEILING R.0. ROUGH OPENING 3 - 3" 14 gage staple vi 1.- rn rn together with two rows of 16d nails spaced at 12 on center, or CENTERLINE RAD. RADIUS U) with two rows 1/2" diameter thru-bolts spaced 24" on center. CLR. CLEARANCE REF. REFERENCE Z 0 o x 2 - 16d common end nail Q 00 E- Q e. Top and bottom plates shall be Douglas Fir-Larch or Hem Fir #2 and COL. COLUMN REINF. REINFORCE/REINFORCEMENT 3 - 3" x 0.131" nail �- ao better. Plates placed directly on concrete walls or slabs shall be STRUCTURAL STEEL: CONC. CONCRETE REQ'D REQUIRED 3 - 3" 14 gage staple J a) pressure-treated Hem Fir #2 CONN. CONNECTION RET. RETAINING � C f. Wood beams bearing n beam pockets in concrete or masonry walls a. Structural steel shall be detailed fabricated and erected in accordance s. Double studs 16d at 24" o.c. face nail 9 P Y CONT. CONTINUOUS REV. REVISION 3" x 0.131" nail at 8" o.c. shall bear on a treated 2x6 bearing lock. Provide 1 2" clearance with the most current editions of RISC Specifications and Code of Z 9 / CONST: CONSTRUCTION R.S. ROUGH SAWN 3 14 gage staple at 8" o.c. Standard Practice. O � r` around end of wood beam. Block against sides of beam pocket with C.P. CRIPPLE POST SCHED. SCHEDULE 10. Double to plates 16d at 16" o.c. typical face nail co rn n treated 2x blocking to provide lateral support for beam. b. Structural steel rolled shapes, including plates and angles, shall be p p U _ u7 n 0 g p pp DBL. DOUBLE SECT. SECTION 3" x 0.131" nail at 12" o.c. LO cD rn Within floor joists spaces beneath solid or built-up columns noted on ASTM A36. Tube shapes shall be ASTM A500 grade B. Pipes shall 9• ) P P 3" 14 aestaleatl2" o.c. � �' '- I I plans, blocking of area equivalent to column above shall be provided. be ASTM A53 grade B or ASTM A501. DET. DETAIL SHT. SHEET gage p 5 x M 01 C. Tube shapes are actual size as specified on Ian. Pipes indicated DIAG. DIAGONAL SIM. SIMILAR �r•• 4� o Door or window trimmers consisting of a single stud do not require p p p p Double top plates 8 - 16d common lap splice U m U � � special blocking in the joist space. on plan are nominal (approximate iiside diameter) and refer to AISC DWG. DRAWING SPEC. SPECIFICATION p g j p pipe schedule dimensions. EA. EACH SQ. SQUARE 12 - 3" x Ole t nail h. Except as noted otherwise, minimum nailing shall be provided as 12 - 3" 14 gage staple typical face nail 41-J o J � Q specified in the "Nailing Schedule" on the drawings UBC Table 23-II-B-1 d. All bolts used in steel framing shall conform to ASTM Specification E.J. EXPANSION JOINT STD. STANDARD cn n > p g g (UBC 11. Blocking between joist or rafters 3 - 8d common toenail i. Bolts used for wood framing connections shall be installed with A325. Anchor bolts and bolts used �n timber connections may be ELEV. ELEVATION STL. STEEL to top plate 3 - 3" x 0.131" nail standard washers and nuts. ASTM A307. Bolt sizes shall be 3/4 diameter unless noted ENG. ENGINEER STRUCT. STRUCTURAL 3 - 3" 14 gage staple Unless noted otherwise, steel connectors such as those manufactured otherwise. EQUIP. EQUIPMENT T TRIMMER �• 12. Rim joist to top plate 8d at 6" (152mm) O.C. toenail by the Simpson Company shall be used to join rafters, joists or beams e. Bolts used in structural steel framing shall be the break-off, torque EQUIV. EQUIVALENT T&B TOP & BOTTOM 3" x 0.131" nail at 6" o.c. to other beams at flush-framed conditions. Use all specified nails. indicating type, or torque inspection shall be provided as required by EXSTG. EXISTING T&G TONGUE & GROOVE 3" 14 gage staple at 6" o.c. Connector conditions not otherwise noted shall utilize Type U or Type the building inspector. yp yp (E) EXISTING T.O.C. TOP OF CONCRETE 13. Top plates, laps and intersections 2 - 16d common face nail HU hangers of a size specifically designed for the member supported, f. Typical framed beam connections shall consist of pairs of 1/4 angles EXP. EXPANSION T.O.F. TOP OF FOOTING 3 - 3" x 0.131" nail as shown in the manufacturer's published tables. Contact structural using the maximum number of bolts called for in Table II-A of the EXT. EXTERIOR T.O.L. TOP OF LEDGE 3 - 3" 14 gage staple AISC Manual ASD Ninth Edition engineer for details as required. )• F.D. FLOOR DRAIN T.O.M. TOP OF MASONRY 14. Continuous header, two pieces 16d common 16" o.c. along edge rT g. Expansion bolts shall be wedge type Hilti , "Rawl", or Red Head or k. Wood nailer plates installed on steel beams or concrete walls for top- FDTN. FOUNDATION T.O. TOP OF 15. Ceiling joists to plate 3 - 8d common toenail 'approved equivalent with the following minimum embedments: flange hangers shall be ripped to match the width of the wall or beam „ __ FLR. FLOOR T.O.W. TOP OF WALL 5 - 3" x 0.131" nail 1/2 diameter - - 2 1/2 flange. Nailer plates supporting top flange hangers from one side only �> " FRMG. FRAMING THRU THROUGH 5 - 3" 14 gage staple 5/8 diameter ---- 3 shall be installed flush with the face of wall or beam flange at the 3/4" diameter ---- 4" FTG. FOOTING TRANSV. TRANSVERSE 16. Continuous header to stud 4 - 8d common toenail hanger locations. h. Adhesive anchors called for on the drawings shall be lass capsule GA. GAUGE TS TUBE STEEL COLUMN 3 - 16d common minimum, Table 2308.10.4.1 face nail I. Manufactured joists shall be from an approved manufacturer and shall " „ „ g ,. g p 17. Ceiling joists, laps over portions `J � pp types such as Moll Parabond or Hilti HVA anchors terns. GALV. GALVANIZED TYP. TYPICAL 4 - 3" x 0.131" nail be a uivalent in load carrying capacity and deflection criteria to y (See Section 2308.10.4.1, Table 2308.10.4.1) q y g p Y Minimum embedments, if not specifcall indicated on the drawings, GEN. GENERAL U.N.O. UNLESS NOTED OTHERWISE 4 - 3" 14 gage staple TJI/PRO 250 or 350 series joists in depths and spacings indicated 3 - 16d common minimum, Table 2308.10.4.1 face nail shall be according to the manufacturers specifications. G.L. GLUE-LAM VERT. VERTICAL 18. Ceiling asts to parallel rafters 4 - 3" x 0.131" nail on plan. Provide blocking, bracing, web stiffeners and other i. All welding shall be done by an AWS qualified welder. GYP. GYPSUM/GYPCRETE V.I.F. VERIFY IN FIELD ti 1 p accessories as required by manufacturer. „ (See Section 2308.10.4.1, Table 2308.10.4.1) 4 - 3" 14 gage staple j. Delay painting within 3 of field welds until welds are completed. HDR. HEADER W.F. WIDE FLANGE L� M. Laminated veneer lumber (LVL) shall have the following properties: k. Where corrosive soil conditions exist, steel angles that are used to HORIZ. HORIZONTAL W.P. WATERPROOF 19. Rafter to plate 3 - 8d common toenail I 1. Flexural stress----------------2600 psi support exterior stone veneer shall be galvanized and shall be attached HT. HEIGHT W.W.F. WELDED WIRE FABRIC (See Section 2308.10.1, Table 2308.10.1) 3 - 3" x 0.131" nail 2. Modulus of elasticity------------1,900, p to the foundation with galvanized o. stainless steel expansion anchors. 3 - 3" 14 000 SI gage staple 3. Tension parallel to rain----------1850 psi g p INT. INTERIOR WD. WOOD P 9 P 2 - 8d common face nail INV. INVERTED W WITH 20. 1" diagonal brace to each stud and late 4. Compression parallel to grain------2310 psi 9 p 2 - 3" x 0.131" nail 5. Compression perpendicular to grain GENERAL REQUIREMENTS: K KING STUD W/0 WITHOUT 2 - 3" 14 gage staple (parallel to glue line)-------------750 psi 21. 1" x 8" sheathing to each bearing wall 2 - 8d common face nail �q 6. Horizontal shear---------------285 psi a. Structural erection and bracing: The structural drawings illustrate the 22. Wider than 1" x 8" sheathing to 3 - 8d common face nail • 7. Connection of multiple-member beams: completed structure with all elements in their final positions, properly each bearing wall A. Top loaded beams supported and braced. The Contractor, in the proper sequence, shall 23. Built-up corner studs 16d common 24" o.c. i) For members 12" deep or less, nail each member provide shoring and bracing as may be required during construction to 3" x 0.131" nail 16" o.c. �,.� to the next with 2 rows of 16d nails at 12" o.c. achieve the final completed structure. Contact the structural engineer for 3" 14 gage staple 16" o.c. �-) ii) For members greater than 12" deep, nail each consultation (not in contract) as required. 24. Built-up girder and beams 20d common at 32" o.c. face nail at top and member to the next with 3 rows of 16d nails at b. Shop drawings: Submit shop and erection drawings for structural steel, 3" x 0.131" nail at 24" o.c. bottom staggered on 12 o.c. miscellaneous steel, steel joists anc girders, steel deck, masonry 3" 14 gage staple at 24" o.c. opposite sides B. Side-loaded beams reinforcing steel, wood trusses, manufactured wood joists and glue- i) For two or three member beams, nail each member lam beams to engineer for review prior to fabrication. This review 2 - 20d common face nail at ends and at 0 to the next with 3 rows of 16d nails at 12" o.c. is for general compliance with the 'ntent of the structural design. 3 - 3" x 0.131" nail each splice ii) For four member beams, bolt through with 2 rows The architect and/or contractor are responsible for checking quantities, 3 - 3" 14 gage staple of 1/2" diameter bolts at 12" o.c. dimensions and coordination with ocher trades. 25. 2" planks 16d common at each bearing iii) For beams consisting of more than four members, C. Existing structures: If construction adjoins an existing structure, 26. Collar tie to rafter 3 - 10d common face nail Q� contact structural engineer. contractor shall be responsible for verifying dimensions, elevations, 4 - 3" x 0.131" nail o Q ,- n. Framing Notes: framing, 'foundation and anything else that may effect the,' work shown gage staple face nail 9 Yt 9 Y 4 - 3" 14 1. Exterior walls: on the drawings. Underpinning, shoring and bracing of existing 27. Jack rafter to nip 3 - 10d common toenail A. All exterior walls are 2x6 studs @ 16" o.c. to a maximum structures shall be the responsibility of the contractor. 4 - 3" x 0.131" nail height of 12'-6", 2x6 studs @ 12" o.c. to a maximum d. Dimensions: Check all dimensions against architectural drawings prior 4 - 3" 14 gage staple rT1 height of 14'-6", and (2)-2x6 studs @ 16" to a maximum to construction. Do not scale drawings. ■ F�4 height of 17'-4" unless otherwise noted. Walls taller e. Construction practices: General Contractor is responsible for means, 2 - 16d common face nail than 17'-4" shall be framed with manufactured parallam methods, techniques, sequences and procedures for construction of 3 - 3" x 0.131" nail studs, contact engineer for spacing requirements. Cap this project. Notify structural engineer of omissions or conflicts 3 - 3" 14 gage staple Q with a double top plate installed to provide overlapping at between the working drawings and existing conditions. Coordinate 28. Roof rafter to 2-by ridge beam 2 - 16d common toenail corners and at intersections with other partitions. If requirements for mechanical/electrical/plumbing penetrations through 3 - 3" x 0.131" nail overlap is not possible, strap top plates with metal strap structural elements with structural engineer. Jobsite safety is the sole 3 - 3" 14 gage staple ties (Simpson ST292 or equivalent). responsibility of the contractor. All methods used for construction B. Gable-end walls shall be balloon-framed to the bottom of shall be in accordance with the latest edition of the UBC. RAFTERS SEE PLAN 2 - 1sd common face nail rafters or end-wall trusses unless approved by engineer. f. It is the responsibility of the contractor to contact the structural FOR RIDGE 3 - 3" x 0.131" nail C. Floor or roof framing embers must be aligned to bear engineer at the appropriate time to perform site observation visits. CONN. TYPE 3 - 3" 14 gage staple within 5 inches of the studs beneath. g Observation visits te obsite b the engineer are for determination HEADER BM.�` Le 0 9 9 p C , Y 9 29. Joist to band joist 3 - 16d common face nail P'"I D. Provide 7/16" thick APA rated sheathing (plywood or of general conformance with the construction documents and shall not 5 - 3" x 0.131" nail 0 OSB) rated 24/16, exposure 1, at exterior face of exterior be construed as inspection. 2 O 0 5 - 3" 14 gage staple walls. Block all horizontal joints. g. Though every effort is made to provide a complete and clear set of 30. Ledger strip 3 - 16d common face nail E. Provide (3)-2x10 headers over all door and window construction documents, discrepancies or omissions may occur. J 4 - 3" x 0.131" nail openings, with one 2x6 trimmer and one 2x6 king stud Release of these drawings anticipates cooperation and continued O 4 - 3" 14 gage staple each end, unless noted otherwise. communication between the contractor, architect and engineer to 0 31. Wood structural panels and particleboard:b 1/2" and less 8d Fi (per KR M) a F. At beam bearing locations in stud walls, provide multiple- provide the best possible structure. These drawings have been Subfloor, roof and wall sheathing 2 3/8" x 0.131" nail " stud posts equal to width of bearing member unless prepared for the use of a qualified contractor experienced in the 0< (to framing): 1 3/4" x 16 gage ° noted otherwise. construction techniques and systems depicted. 0 0 19/32" to 3/4" 8d d�per KRM) a 2. Interior load bearing walls: L RIDGE BM. 2. x 0.131" nail P A. Interior load bearing walls are 2x4 or 2x6 studs (as 2" 16 gage P indicated on plan) @ 16" o.c. with 1/2" gypsum O VALLEY BM. VALLEY BM. 7/8" to t" 8d designed by LRH wallboard both sides unless noted otherwise. Cap with a (HIP BM. SIM.) (HIP BM. SIM.) 1 1/8" to t 1/4" 10d & 8d e LRH double top plate installed to provide overlapping at Single Floor (combination subfloor- 3/4" and less 8d a (per KRM) q drawn by corners and at intersections with other partitions. If underlayment to framing): 7/8" to 1" 8d overlap is not possible, strap top plates with metal strap 0 0 RAFTERS 1 1/8" to 1 1/4" 1od 8r 8d checked by ties (Simpson ST292 orequivalent). CONNECTION SCHEDULE ( P L 32. Panel siding (to framing) 1/2" or less 6d f ISSUed B. Floor or roof framing members must be aligned to bear 5/8" 8d within 5 inches of the studs beneath. 0 SIMPSON H5 33. Fiberboard sheathing9 1/2" No. 11 gage roofing nail h C. Provide (2)-2x10 headers over all openings in wall, with 0 SIMPSON LSSU210 MAX. L 1 2 6d common nail t PRELIM 03 10104 one 2x4 or 2x6 trimmer and one 2x4 or 2x6 king stud O O O3 No. 16 gage staple each end, unless noted otherwise. C SIMPSON HU412 25/32" No. 11 gage roofing nail h PERMIT 05/07/04 D. At beam bearing locations in stud walls, provide mulitple- O 4'-0 (3)-16d (2)-16d EA. SIDE (2)-16d EA. MEMBER 8d common nail stud posts equal to width of bearing member unless No. 16 gage staple OD SIMPSON LUS210-2 6'-0 (4)-16d (2)-16d EA. SIDE (4)-16d EA. MEMBER noted otherwise. 34. Interior paneling 1/4" 4d i 3. Floor Construction: OE SIMPSON ITT3511.88 8'-0 (6)-16d (3)-16d EA. SIDE (7)-16d EA. MEMBER 3/8" 6dk A. Provide 3/4 thick APA rated Sturdifloor rated 24" 10'-0 (8)-16d (4)-16d EA. SIDE (11)-16d EA. MEMBER NOTES TO TABLE 2304.9.1 o.c., tongue and groove exposure 1. Glue and nail � KNIFE IL: 1 4"x6"xO'-8 1/2" panels to all supports. Install sheathing with long W/ (3)-3/4"0 THRU-30LTS 12'-0 10 -16d (5)-16d EA. SIDE For sl: 1 inch = 25.4mm. 2 3/8" x 0.113" nails and 3" x 0.131" nails are standard 8d and 10d Gun nails. dimension perpendicular to joists and end joints WELDED TO STAIR SUFPORT ( ) ( ) (2)-3/4 rb THRU-BOLTS staggered. 14'-0 SIMPSON LSSU210 SIMPSON LUS210 (3)-3/4"0 THRU-BOLTS a. Common or box nails are permitted to be used except where otherwise stated. B. Provide solid blocking between floor joists at all bearing 0 SEE DETAIL 1/S1 b. Nails spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports where locations. Blocking aterial shall match the floor joist 16'-0 SIMPSON LSSU210 SIMPSON LUS210 (3)-3/4"0 THRU-BOLTS spans are 48 inches or more. For nailing of wood structural panel and particleboard diaphragms and shear walls, 9 ) refer to Section 2305. Nails for wall sheathing are permitted to be common, box or casing. material. c. Common or deformed shank. d. Common e. Deformed shank. Sheet f. Corrosion-resistant siding or casing nail. 1 g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. NO SCALE h. Corrosion-resistant roofing nails with 7/16-inch diameter head and 1 1/2 inch length for 1/2-inch sheathing and S1 1 3/4 inch length for 25/32-inch sheathing. 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 length for 25/32-inch sheathing. Panel supports at 16 inches (20 inches if strength axis is the long direction of the panel, unless otherwise marked). j. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. k. Panel supports as 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. S 1 I. 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 # 0402-22 O ��••eese O \_ Q o � '.�b•�"'�BlNl�i • d •••eeeees•e ► KNIFE E: 1/4"x5 1/2" x0'-8 W/ (2)-3/4"0 (2)-2x12 THRU—BOLTS & WELDED TO STEEL BEAM, TYP Cj U U N O N Z m CD (D 12 U r < 00 z PER ARCH _10 U- I ------------------------------------------------------------------------ I I C zZr7n Ir-------------------------------------------------------------------� pl p I I I II I uj F- Q) o) 1111 w Z I I II I— N 00 I i I Il I I I I II I J I I I I1 I I IuI BENT W 10x12 W/ ; ; ; Z 2x4 CONT. PLATE I I NOOr r DRIVE PINNED TO TOP � Lo r0 Lo Lo 0) FLANGES OF BENTS, TYP. i i i ii i — I I I I I1' 1 Xo �tIt I I I II I I I II I O 0) 0)m ii U�r. 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PLYWD. - i ' TJI BLKG @ BRIG. �-------------------------� ��) — — 7— — /-—— — — - - - - - --- - - ------ I I I II I 6- I� --- - - - - - - -p - - i-+ - ---- - - -- - - - - - - - - NTERIOR WALL ��+ ' i i ' i OJ i i Jill i ° ° �►j1 —i— — ---- - - - ---`� - --I— +- - ---- - - - - -- �'- - - u----- - - - - ---- - - -- iii I I �� - - -i f l I i I II I- ---- - - ----- -- --- - - - I I 3 SCALE: 3/4" = 1'-0 i i i --- ' ii ' F=4 V1 it—T 91 k, S2 -- - -- ---- — " UNIT 3 I I I 1 1 ' II ' ° I--�---- ------ -- - - ----- --�- ------ ----tl -- -- ---- -- ------- - ---'1-'I i ' I I I I I I II ° NOTE: i i i i i i " i ALL CANTILEVERED TJIs & ~----- ----- -- -- ---- - - i i- ---- - - -- ---- -- - ----- - ------ LVLs MUST BE PROPERLY I I 11 I WATERPROOFED AT ALL ',—,--- ------- -- -- -- �� -------- —i - - - -------- - --- Tn 1 -- - -- ' ' ' ------ 1 _____________� J 1111 EXTERIOR DECKS, TYP. , ------------ --------- �----------�, F -_-----, 1111 � TJI BLOCKING PANELS J__-_-_____I_1_________J I BETWEEN JOISTS ® NN CM w _ N oz d •.gWl� .• •OSewee•e I 1 PROVIDE BLKG BTWN EACH JOIST OR ADD NEW RIM JOIST C F-:0 04 2x10 s ® 16 NOTE: rn o 0 ' " ALL CANTILEVERED TJis & (n „ ADD N JOISTS BENEATH CONCENTRATED HEADER WATERPROOFED AT ALL U J 0 0000 00 I r -11 TRIMMER LOADS FROM ABOVE LVLs MUST BE PROPERLY z o0 c0 c0 �� EXTERIOR DECKS, TYP. 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I , II , . ? i� —r — x ` ' I' - --- ----- - ----- - — ------- -- v\ bt i 11-----!--------- +- i I _ _ , I 01,____________ - ,� ------------------------------------------------------ ---- - - ------ - --- ---- - ----- -------------------------------------------------------- ------- ------------------------- ----------- r ------- ----------------------- I v _ ——' CURVED RIM BOARD 3 ---- - ----— ——— --- — -I S2 SISTER (N),9-1/2" TJI 230 --— _— _—— --- -- L-- '- - r---- OR BCI f00's ® 16" FOR NEW-LANDING - ---- -------- --- ----- - - - - --- ---H - --------- EXTERIOR HEADERS BARE: ; I UNIT 3 UNIT 3 —�--———— ———— — --- --- ----- --- TRIMMER AND (1)-2x6 m OPEN TO BELOW 2I O(3)-2x10's W/ (1)-12x6 1 — —--— --— — KING STUD EA. SIDS, TYP. __ _�__ _ _ _ ______ __ (NL________ CIRCULAR STAIR NOTED OTHERWISE PER ARCH. — ---- - - - - -- , ----------- -- ---------- J ------ ----- --- — ' ——— — ————— — —— -- — ---------------- -- --- - -- - - ----- --- — designed by LRH LRH- --- — ————— - -—— — ————--- drawn by --_—_ _---- checke d b y ---- ------------------------------------------� ------ Issued PRELIM 03/10/04 41 PERMIT 05/07/04 EXISTING THIRD NORTH EXISTING FOURTH NORTH FLOOR FRAMING PLAN SCALE: 1 /4 FLOOR FRAMING PLAN SCALE: 1 /4" 1 '-0" PLAN NOTES: PLAN NOTES: 1. POSTS BELOW ARE INDICATED: 0 NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: 1. POSTS BELOW ARE INDICATED: l NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: sheet 2. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXP.1, SPAN 2. FLOOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURDIFLOOR, EXPA, SPAN RATING 24 O.C. RATING 24 O.C. 3. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 3. WOOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). ------------------------------------------ + -------_________________ 4. Q INDICATES CONNECTION TYPE - SEE S1 FOR SCHEDULE. 4. Q INDICATES CONNECTION TYPE - SEE S1 FOR SCHEDULE. S ,l JOB # 0402-22 _ II �o�voo N �W •�` Q�9 ►� • O Cl) •o ---------------------------------------------------------------------, I I I 1 I I CID I I I I I ' ALL CANTILEVERED TJIs & I ; ; I < w CO `O LVLs MUST BE PROPERLY I ; ; ; I U � oC) rn rn s@ 16 WATERPROOFED AT ALL I ; ; I z w I I ' EXTERIOR DECKS, TYP. I ; ' I z z r- r- ' ' I TYP @ B R G. (/j 0 rn rn I , I I F— w 1 i I z 00 �_ 0Q OOKOUTS @ 24" TYP. 00 2x12 RIM AF D I I I ( ai PGA +6 I I �`ti 1 z a' Q ; X N U Q �`i' I ; I O U C14 00 ' I 1 �� I I I r� ----- ----- ---- -�-- -- - ---(f-- ---- --- -- - ---- - -- - -- - - ---- -- - -- 7�- -- - ` YT .. 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