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HomeMy WebLinkAbout2358-15I LAI oxa (L �2N o. a. ��1� • P:� ,giD� w0raow Pc)or- f 1.41 f ero06 (9 ICO O.C.. A d 5� 14� up 10 (0-o �'• 0'1 To 01 1T o • oAAAA 2• loom owift' J61 49T 9PAceo "A"i10LkA �t r IoT14 Ab - UowiaTH P_ *"I T.,I HA�, T1 Iti tgACe . d".. T40 eA , 2, 2.2x f� e utLedS of p q 10 4'-01 M wippi 11LJ0 `'4 12.8A . WN `, oft wmo) 1W wHicH U`G I- 2* r*T. uoe 2 - Iod f1� Tor, "L+ 'r - &M g ��a 10 � , �, �, To�' fit. • - _ �. I��'Txr�.t• i x �° L �T- its ��► �• 6a�► • G�� �'�' Wlrt{.t. i�No %0" No'1' 20 l 1 N e5 M.L.N" H P� 00 W J J1 �=fi � u �` °� a'+.�-s• �1 OR T A AN&A 0 av i tw a♦•.1,0L.-,, i. L e- .i u i opror .Ian r : � . � . -- T ♦ � w . � r- . w � .r�r , W •+ vi► � r r'+ r-.... v I r , v�� co kA%.0-0a44Wr OiZ 8• o ��x< 5 �i�! b, U" 2x 41 w 11 �q J °>T ode Q - TJ I _ _n% JgT 09 HOP. Hn�bl 2 >e Cv .- Tif. pr>L JOT. Heim Of. H 6�-f- R4 It . f :.,�-�_"�l� �� _ j�-� ....!� �C�� � �=� i� v �' � ' �,�-, .- � F-'1 �� ��N I I� cam_ ,.,� - T • � - No �� JayT-- CV61L dt J011515 . � IG ,c size ")t. ep i 2 x 4 M40 2 >e Cv f'm ! 1500 Psi.. �o,�� Tot �dLS �.. p�40 "* 4cW � J �6 1&' a c . 'i►.�NY pG It w �pror-T- W 1by 14 osJ - h �4 N ��� - 2><•¢ pig, , oC t4aILrw EA P Tf 110l� � j ooGtAo Or- (2)(4� � ��� per., �l,r►.T�. - - b�� e al. ON ,NOW T92JOfXL,,&TF.., AoLL Wfp /M 14- 1 1 It 1 L M.n Ap- _ 1 GENERAL STRUCTURAL NOTES r��►ai� mop,. ID P�4� i��l'bX d bi�a1R1144 Of" *A., �.4. ! t*& 4 r NERA-� ` T �Ur'�'p1tT's• 1. The General Contractor shall verify all dimensions and conditions at the job site and shall 1 2 be responsible for coordination of all work and materials including those furnished by O � �•tt�l NN V subcontractors. He shall notify the Architect of any discrepancies or inconsistencies prior - - -- - - -- I�2" ,e.. Vfv. OA4-41& �i'f ,. to starting of any work. w:tw 1444 LO 2, Where an item is 'identified by a trade name the suffix "or approved equivalent" shall be �� 0 :'_ ` = = ® 4.*& Mw4 fwt implied unless specifically noted otherwise. �t� Na� ���4'l � 3. - detail no. --Indicated details at location shown and stall like conditions. _ 1WUL,ILt . sheet no. © Low a i71i..�i�rJlsiotl � 4. a elevation no.�-- Indicates elevation at location shown. rt•YW�O &HA•t,L. 61 � sheet no.- �'i r =1 i r- = `�0Tg � �S ' 5. Except where more stringent requirements are noted or shown in the plans or specifications, 01*0 A all phases of work shall conform to the minimum standards of the 1982 U.B.C. and addendums; -- -J �- _ _� I� H A4 60 .�A�.L i5 . 6. Notes and details on structural drawings shall take precedence over general notes and typical A( r © 2 90L10 6004, ►161 1� P f details. ft AJ6V 1 AVA.0 7. Wherever continuous inspection is called for in these notes such inspection shall,be performed by a Registered Deputy Inspector approved by the Governmental Jurisdiction involved. E Z_ 8. Refer to mechanical and electrical plans for size and location of holes in floors and �• \ j INd SWILL M walls in addition to those shown on the structural drawings.. Also verify 9AT�O �'3 b L V. el till*• i it with manufacturer's recommendations. Notify the Architect of any discrepancies. ��U 9. See mechanical, electrical and manufacturer's drawings for size, location and anchor bolt ►" �^ r W AA . 0 OW�.L 4 di 66 01% requirements for all machine bases. The contractor shall obtain templates showing anchor Y 9 t(� , ® bolt locations for all equipment requiring anchorage. � TMw Tom° u� �M: i "l0'G 40 � IP L� . 10. Refer to architectural plans for size, location of all door and window openings, location .� gHGj.s1m, �C, et. of all non-bearing partitions, concrete curbs, floor and roof slopes, drains, elevations, `''"`��11�� _ r r " location and details of all stairways, miscellaneous handrails, ladders, hangers, gratings, location of all inserts, grooves, clips and grounds, location and 3 details for miscellaneous work including walks, curbs, driveways, tunnels and finish grading. FOUNDATIONS 1. Foundation design is based on a foundation investigation as performed by Report 1 Dated 2. Footings have been designed for an allowable soil bearing pressure of 3. All footings shall be placed in undisturbed native soil or approved compacted fill and located G Fy `1G` 4 +� at least below the lowest adjacent finisNileode. Wr ` �I�� �•� 4. No backfill shall be placed 'against retaining wills until design strength has been attained without prior approval of the Architect or his representative, In the case of restrained walls provide bracing until the diaphram or restraining elements are in place and effective, REINFORCING STEEL 1. All reinforcing steel shall be deformed bars which shall confory to the standard specifications of ASTM A615 Grade 40 for 15 bars or smaller, #44 tits, Grade 60 for 16 bars and larger. n 1' 2. Low hydrogen welding rods shall be used for all welding to retwrorcing bars. 3. Reinforcing steel shall be spliced with a minimum lap of 40 bar .fismeters in masonry And 30 bar diameters in concrete, except when shown or noted otherwise. 4. Electric welded wire mesh shall conform to ASTM A-185. Size shall be as shown on the drawings. WE) WM.L ` 5. Dowels shall be provided at. construction joints and shall be the saw size and spacing as' detailed or 13 P 18" o.c. x 3'-0" long (minimum). 6. Reinforcing steel to have the following minimum cover:` ' 0*-TITJO�NINEe CDR A. Concrete against earth (not formed) ------------------------------ 3" B. Concrete against earth (Formed or troweled) ----------------------2- C. Walls -------------------- -------- ---- ---------------- -------1-1/2- D. Slabs -on -grade -- ------- -- ---- ---- --------------- ------- -----_---- at center of slab E. Concrete floor slab (formed) -------------------------------------1" CONCRETE 1. The minimum ultimate compressive strength of all concrete unless noted otherwise shall be 2000 psi at 28 days. Design of mixes shall be by an approved testing laboratory. 2. All concrete of greater than 2000 psi design strength shall "eve continuous inspection FYN_ � by a registered Deputy Building Inspector. �,.. O 3. All concrete work shall be regular weight unless noted otherwise. MK�O �N .IeJ 4. Cement shill conform to the ASTM C150 11a, Type 11 and aggregate ASTM C3J- 71a. ,M�1-r�__V �1 61*4 J 1 5. Location of construction or control joints must be approved by the structural engineer if not Y , _ shown specifically on the -drawings. r , <^ 11 1iG '' Poo floors. p 6. See Mechanical and/or Electrical drawings for location of sleeves or holes through walls and A7. All riinfoingtsteel, dowels and anchor bolts and other inserts shall be adequately secured in v position prior o placing of concrete. B. Refer to Architectural drawings for moulds, grooves. ornaments, clips, or ground required to f►. •fy�Oj�ae, I , , J�•. �i 1N be cast in concrete, and slab depressions. k IbT� Wo,'4W I / i God JO1 (� Jae I' 09 1V J F T� �•�.,E 5PSE coo�l�-TAIL! i s 00l.. 04 x� 41 _ M40 f'm ! 1500 Psi.. _T 2. Solid grout ail cells, clean out required openings at bottom of all cells to W filled It each 4L teval To iwj ' i tNJ r� top and bottom and not exceeding 192 bar diameters. 3. N TW1* Qecpot4 , Portland Cement, three parts sand, and not more than 1/4 part limn putty unless otherwise �. noted. 4. Grout shall be freshly prepared, uniformly mixed and composed of the following ratio by volume: of� poor �A% one part Portland Cement, two parts pea gravel, three parts sand. Sufficient water should be added to produce a consistency for pouring without segregation of grout constituents. Grout A►f'C11tf8Ctiand Pl�arwrt L. Paul Zajffn A*,44c fZ. PaoLT ' �lnj 2865 E. Coast Highway Suite 303 STRUCTURAL STEEL - Corona Del Mar, Ca. 1. At structural steel plates and shapes shall conform to ASTM A-36, unless 92625 (714)675-2390 noted otherwise. Structural steel pipe shall conform to A51M A-53 Grade B. Structural steel tube shall conform to ASTM A-500, Grade S. 2. Shop drawings shall be submitted for Structural Engineer's review and comment 0-1110 heoft U#Hsov ID before fabrication. - 3. All welds shall be in conformity with the standard code for arc and gas welding of American Welding Society. All structural welding shall be performed by certified welders using the shielded electric arc process with approved electrodes. Use low hydrogen electrodes for bolts and reinforcing bars. IN 4. Shop welding shall be performed in the shop of a licensed fabricator. 5. A11 field welding shall be continuously inspected. JffAA/@Or11) 6. Bolt holes in steel shall be 1/16" larger diameter than the nominal size used except as noted.@if'�gin@erS =' :6/�N "o 1, till s 00l.. 04 x� 41 _ M40 f'm ! 1500 Psi.. 2. Solid grout ail cells, clean out required openings at bottom of all cells to W filled It each s w�SID PVJ.� -0 �, 09 14 vJl ►�1 "(HE�.�G Ltf�ES YAtp�J�-f WAU lo Mp,Y lot% 6�401r of JON W fi��-TNr cp<I , PIS To M wjcmv "141te H& 1�4=4 WfPTW ha Fh ONA �"o FL40 W10" Vol E� i Ewa 00_�Po %, N F=_ ' M t no. daleby r N I MASONRY 1. Block shall conform to standard specification for hollow concrete masonry units ASTM C90 f'm ! 1500 Psi.. 2. Solid grout ail cells, clean out required openings at bottom of all cells to W filled It each pour of grout if pour exceeds 4' in height. Vertical reinforcing shall be held in position at r� top and bottom and not exceeding 192 bar diameters. 3. Cement mortar shall be freshly prepared and uniformly mixed and composed by volume of one part Portland Cement, three parts sand, and not more than 1/4 part limn putty unless otherwise �. noted. 4. Grout shall be freshly prepared, uniformly mixed and composed of the following ratio by volume: • one part Portland Cement, two parts pea gravel, three parts sand. Sufficient water should be added to produce a consistency for pouring without segregation of grout constituents. Grout A►f'C11tf8Ctiand Pl�arwrt L. Paul Zajffn mix design shall be designed by the testing laboratory, 2865 E. Coast Highway Suite 303 STRUCTURAL STEEL - Corona Del Mar, Ca. 1. At structural steel plates and shapes shall conform to ASTM A-36, unless 92625 (714)675-2390 noted otherwise. Structural steel pipe shall conform to A51M A-53 Grade B. Structural steel tube shall conform to ASTM A-500, Grade S. 2. Shop drawings shall be submitted for Structural Engineer's review and comment 0-1110 heoft ID before fabrication. - 3. All welds shall be in conformity with the standard code for arc and gas welding of American Welding Society. All structural welding shall be performed by certified welders using the shielded electric arc process with approved electrodes. Use low hydrogen electrodes for bolts and reinforcing bars. 4. Shop welding shall be performed in the shop of a licensed fabricator. 5. A11 field welding shall be continuously inspected. JffAA/@Or11) 6. Bolt holes in steel shall be 1/16" larger diameter than the nominal size used except as noted.@if'�gin@erS =' :6/�N 1, All connections and detailing practice shall conform to the latest edition of A.I.S.C. alga AVK1YUa, 4AOYNA r¢AQM,'CAL.tFoaN1A oeteat specifications. c'rma>t 4s�-o7�s 8. All bolts shall be unfinished bolts conforming to ASTM A-307 unless noted otherwise. WOOD t of 1. All lumber shall conform to U.B.C. 25-1-82 and U.B.C. 25-3-82. 2. All wood structural members shall be R.F. No. 1 per WCLB Rule MI6 (both horizontal and vertical), ' u.n.o. All structural members shall be grade marked per Rule t16 WCLB. A. "Single" Bending Stress 11500 P.S.I. E RITA GE B. Tension Parallel to Grain 11000 P.S.I. C. Compression Parallel to Grain 1,250 P.S.I. U. Compression Perpendicular to Grain 385 P,S.I. E. Horizontal Shear 95 P.S.I. ON 3. Unless otherwise shown, all sill plates shallRECRE'ATI be anchored with 1/2" x 10" anchor dolts embedded a minimum of 7" in concrete and spaced at a maximum.of 6'-0- o.c, and a maximum of 9" from the ends of -sills and corners with 4 minimrum of 2 per piece. 4. All bolt heads and nuts bearing on wood shall have washers. All bolt holes in wood shall be CENTER, drilled 1/32" to 1/16" diameter larger than the nominal bolt diameter. 5. Nailing shall conform to Table 25P of the 1982 U.B.C. Connections shown are minimrtnn permissible. All nails shall be common wire nails unless otherwize noted. Where possible, nails driven perpendicular to grain shall be used instead of toenails, Pre -drill members and renail should splitting develop. 6. Plywood sheathing shall be D.F. Plywood with exterior type glue as specified by the American Plywood Association as noted on plans. Nail as shown on plans. 7. Roof sheathing shall be inspected and approved prior to placing roofing and/or insulation. WOOD TRUSSES 1. All wood trusses have been designed in accordance with the 1982 Uniform Building Code. The manufacturer shall submit shop drawings to the structural Engineer for review. 2. All glue used in truss is waterproof, however, long exposure to water and -sun will cause sone deterioration and checking of the wood. Trusses should receive the some protection from weather given other wood products. 3. A fork lift carelessly driven can damage the wood flange or webs of trusses. 4. The glue bond between the flanges and the plywood web i.$ critical to the performance of trusses. , Do not pound outward on the flange. S. A truss system is designed to support specific loads. It is dangerous to overload a single joist or group of joists with piles of plywood, roofing or other materials. Distribute such materials in small bundles. wase ti:01r 6. Truss strength is in the upright position, They roust be supported laterally to develop full strength. In completed building, this is normally provided by the sheathing, If trvsses C kb M. ' are to be loaded before sheathing is appliedeat , temporary horizontal beating must be applied �., to the top flange, to prevent failure, GLUED LAMINATED BEAMS -t no. s11�tt no 1, Glued laminated beams shall be D.F., combination "A", 2400f, resorcinal glue, industrial ` H _ appearance, and ends sealed unless noted otherwise. The Contractor shall supply shop drawings for review to the Structural Engineer for review and comment prier to fabrication. .. Copies of the AITC Certificate of Inspection shall be provided to the Archit*ct, Engineer, and Building Department before beams are installed.. 2. Laminations shall be 1-1/2" unless noted otherwise, cambers shall be as shown. Where no omber , is shown, none is desired. This drawing, is an instrument of , sefviet, the progeny of the archt"�c t4 and may not be repfoducpd , without their permissft and unless the reproduction M carries their name. All designs and other information shown on this drawing ale sof use on the specified project only and shall not be used otherwise without written permission of the architects. Written dimensions shall have precedonce over $;*led dimensions. Contractors shall verify and be 1'0609n- sible for inti dimensions and conditions an the jot• and the architects shall be ,stormed of any varrotlors + i` from the dimensions and condylions shown on the draw► Shop dnt.s ,serail be subR►ame4 to the ► r with fabri- •,�ri'tlitetlil far approval alcove p oceedn9 . i ' talion. r l V� � l . q n. i.-