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HomeMy WebLinkAbout2291-17i I STRUCTURAL MATERIALS SPECIFICATIONS y DIVISION 1: GENERAL REQUIREMENT. S N47rG '' AA IZ - I• Dowels between footingsand walls shall be the same grade, size and spacing or number as the vertical 01060 REGULATORY REQUIREMENTS CODES: A. All work shall comply with applicable federal laws, state statutes, and regulations, local ordinances, and the - regulations of agencies having jurisdiction. Work shall conform with the Uniform Building Code as,adopted p;� pdG�GG1I.I�IF-�6q 14 Gor�IP1.ETt✓. and amended by the State of California and the local government having jurisdiction. The Contractor shall - - _ assume full responsibility for complying with the construction safety orders and the general industrial safety O. orders of the State Division of Industrial Safety, the regulations of the Federal and State Occupational Safety and 02200 Health Administrations, and such other agencies governing the Contractor's acts. The Contractor shall be date printed sheet responsible for and hold harmless the AAR for any damages and/or penalties resulting from his failure to A. comply with said laws, statutes, ordinznces, and regulations. B. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility B. of the Contractor, and has not been considered by the AAR. The Contractor is responsible for the stability of Q. the structure prior to the application of all shear walls, roof and floor diaphragms and finish materials. He shall provide the necessary bracing to provide stability prior to the application of the aforementioned materials. Observation visits to the site by the AAR shall not include inspection of the above items. 01100 ALTERNATIVES & DISCREPANCIES: - A. No alternate methods of construction or substitutions shall be allowed without approval of the AAR. B. The Contractor shall verify all dimensions and conditions on the plans and at the site and shall notify the AAR S. of any discrepancies found prior to commencing work Drawings take precedence over specifications, detailed DIVISION 3: CONCRETE drawing and specifications take precedence over general drawings and specifications, dimensions take Welding of masonry reinforcement is not permitted. precedence over scaled measurements. 01410 INSPECTION AND TESTING: - A. The AAR shall retain a Registered Deputy Building Inspector or Inspectors when deputy inspection is required. B. Each Registered Deputy Building Inspector shall have a valid Certificate of Registration issued by the Building - - Official. C. Each Registered D:puty Building Inspector shall observe the work of the Contractor and the taking of test - • samples for conformance with the Project Documents, and the applicable workmanship provisions of the Building Code. The Registered Deputy Building Inspector shall furnish inspection reports to the Building Official, and the AAR. All discrepancies in the work shall be brought to the immediate attention of the A. Contractor for correction, then if uncorrected, to the AAR and the Building Official. The Registered Deputy C. Building Inspector shall submit a final signed report stating whether the work requiring special insp,xtion was, to the best of the inspector's knowledge, in conformance with the approved Construction Documents and the applicable workmanship provisions of the Building Code to the AAR and the Building Official. D. Inspection of work by a Registered Deputy Building Inspector shall not relive the Contractor of any inspections D. by the Building Official E. The AAR shall retain the services of a Testing Agency or Agencies when testing is required. F. Each Testing Agency shall be approved by the Building Official. G. Each Testing Agency shall furnish test results to the Registered Deputy Building Inspector, the Building 03300 Official, and the AAR. H. The AAR shall retain a Soils Engineer when the Soils Report requires. DIVISION 2: SITE WORK AND FOUNDATIONS - 02010 SUBSURFACE INVESTIGATION: A Foundation design is based on un -classed soil. Cr OL,14. gLvowcr dr yr toe 19 Lza---- . I I skcsv �A.�/yc/Z - .yU y/v S G ooc J ' U I ► I I 13 OC - I __ S L AI�7cfI'7 �iV u ��!/NclRS� I • - ! � GAT 1 TJ '.t3cr Goh/7/.V o�� = GOv✓G r, TO �tF7 Gcsos�r v>dr�N I ta.T: - S, F oh aIµirl- _' -_ --i - +--- - - --- -- - - -- - ---� - . _ - f (t Z) • N. Dowels between footingsand walls shall be the same grade, size and spacing or number as the vertical B. The following soil pressures are used for foundation design: 1000 PSF for continuous and spread footing which BY reinforcing, respectively. CITY APP'L shall penetrate at least 18 into the compacted fill and or the natural soils. p;� pdG�GG1I.I�IF-�6q 14 Gor�IP1.ETt✓. PRIOR TO USE OR CONSTRUCTION. bESIGW CC)rl!�ULTANT O. Hold vertical reinforcing in position at top and bottom and at intervals not exceeding 192 bar diameters in 02200 EARTHWORK FOR FOUNDATIONS: date printed sheet masonry walls. A. The Contractor shall take all necessary measures to fully protect adjacent properties. P. Reinforcing bars shall be spliced with a minimum lap of 40 bar diameters. B. The bottoms of footing excavations shall be level, clean, and free of loose material or water when concrete is Q. All reinforcing bar bends shall be made cold. placed.. Over excavation shall be filled with concrete as for the footings. Back fill shall not be placed until supporting foundations, walls, and slab have attained sufficient strength to support lateral soil pressure. R. All anchor bolts and inserts shall be secured in place prior to placing concrete or grouting masonry. _ _ DRAWNr Nn _ -7- 2 q1 SHEET NO_ S. Reinforcing steel shall extend minimum 24' around all corners. DIVISION 3: CONCRETE T. Welding of masonry reinforcement is not permitted. 03200 REINFORCING STEEL & ACCESSORIES: A. Steel Bars shall conform to ASTM A-615 and be Grade 60 except that No. 4 steel bars may be Grade 40 in lieu DIVISION 5: METALS - - ' of Grade 60. 05120 STRUCTURAL METAL: B. Tie Wire shall be 16 gauge, black annealed conforming to ASTM A-82. A. All shop welding and fabrication shall be done in the shop of a steel fabricator, approved by the Building C. Wire fabric shall conform to ASTM A-185. Official. A Certificate of Fabrication shall be furnished by the shop to the Building Official, prior to his ' inspection, and to the AAR. D. Welding of reinforcement is not permitted. B. Structural steel plates shall conform with ASTM A-36 03300 CONCRETE: C. Welds shall be made with electrodes, conforming with ASTM A-233, E60, or E70 series. A. Cement shall conform with ASTM C-150, Type V. D. Holes for bolts in structural steel shall be drilled or punched. Burning of holes shall not be permitted. B. Water shall be free from deleterious quantities of acids, alkalis, and organic materials. E. All structural steel shapes shall be primed with a rust resistant primer before shipment to the project site. -C. . Concrete used for the on grade slab shall achieve a minimum strength of V50 psi in 28 days. Concrete used for foundations shall achieve a minimum strength of 9250 psi in 28 days. F. After erection is complete, touch-up all shop priming coats damaged during transportation and erection. D. Minimum concrete protection for reinforcing steel shall be as follows: DIVISION 6: WOOD Reinforcing Bar Cover Schedule: 06050 FASTENERS AND SUPPORTS: Condition Clearance Cast against and permanently exposed to earth. 3• A. Nails shall be of steel wire conforming with Federal Specification FF -N -105B with amendments through number "Wire, 4, Cut, and Wrought Nails, Staples, and Spikes.' All nails shown on the drawings shall be common Exposed to earth or weather, wire nails, unless noted otherwise. Sinker and box nails may not be substituted for common nails. 5 bars, and smaller; wire. 1-1/2' µ_ Nail sizes: - Common Nails Sinker Nails Boz Nails DIVISION 4: MASONRY Wire Head Wire Head Wire Head Size Length Diameter -Diameter Length Diameter Diameter Length Diameter Diameter 04220 CONCRETE UNIT MASONRY 6 Penny 2 inches .113 inch .266 inch 17/8 ins. .092 inch .234 inch 2 inches .099 inch 17/64 inch _ 8 21/2 .131 .281 23.8 .113 .266 2 1/2 .113 19/64 A. Concrete block shall conform with ASTM C-90 Grade N and be light or medium weight units. 10 3 .148 .312 27/8 .120 .281 3 .128 5/16 12 3 1/4 .148 .312 3 1/8 .135 .312 3 1/4 .128 5/16 B. Cement shall conform with ASTM C-150. Hydrated lime shall conform with ASTM C-207. Aggregate for 16 3 1/2 .162 .344'" 3 1/4 .148 .344 3 1/2 .135 11/32 mortar shall conform with ASTM C-144. Aggregate for grout shall conform with ASTM C-404. Water shall 20 4 .192 .406 33/4 .177 - .375 4 .148 3/8 be free from deleterious quantities of acids, alkalis, and organic materials. 30 4 1/2 .207 .438 41/4 .192 .406 4 1/2 .148 3/8 40 5 .226 .469 43/4 .207 .438 5, .162 13/32 C. Design is based on f'm = 1500 psi for solid grouted units and f m = 1350 psi for units grouted only at steel. 50 5 1/2 .244 .500 60 6 .262 .531 53/4 .244 .500 D. Mortar shall be type M and shall achieve a 28 day strength of 1800 psi or shall have been mixed in the following proportions: B. Manufactured hardware shall be ICBO approved. Design is based on Simpson Company products, Brea, California (ICBG Report Nos. 1211, 1258, 1746, NER 109; L-A. City Report No. 22086). - . Mortar Mix: Ingredient Proportion D. Machine bolts shall be of metal conforming with ASTM A-307, 'Low Carbon Steel Externally and Intemally Threaded Standard Fasteners.' Washers shall be used under all bolt heads and nuts bearing on wood. Bolts Portland cement 1 part shall be installed in according with the following: Hydrated lime 1/4 to 1/2 part _ Damp loose sand 3 times the sum of cement and lime. �' Bolting Schedule: Hole Washer Washer Washer E. Grout shall achieve a 28 day strength of 2000 psi or shall have been mixed in the following proportions: Bolt Diameter Through Wood Outside DiameterInside Diameter Thickness 1/2 inch 9/16 inch 13/8 inches 9/16 inch 3/32 inch Grout Mix: 3/4 inch 13/16 inch 2 inches 13/16 inch 1/8 inch Ingredient Proportion 06100 ROUGH CARPENTRY: Portland cement 1 part Sand 2-1/2 parts A. Solid framing lumber shall be grade marked and conform with the standard grading and dressing rules of the ^ Damp loose sand 3 times the sum of cement and lime. Western Wood Products Association. Lumber grades shall be: - ' Pea gravel 2 parts Water To yield 8 to 10 inch slump Lumber Grade Schedule: Use Grade mark F. Cement shall conform with ASTM C-150. Hydrated lime shall conform with ASTM C-207. Aggregate for mortar shall conform with ASTM C-144. Aggregate for grout shall conform with ASTM C-404. Water shall 2x6 & deeper plates: Douglas Fir -Larch #2, be free from deleterious quantities of acids, alkalis, and organic : taterials. 4x4 studs & posts: Douglas Fir -Larch !/2, t 2x6 & deeper joists & rafters: Douglas Fir -Larch #2, G. Construction of masonry walls shall be inspected by a Registered Deputy Building Inspector. A Certificate of 4x6 & deeper beams: Douglas Fir -Larch 1t1, Inspection shall be furnished by the Inspector to the Building Official and to the AAR(see no4a wbove B. All wood resting on concrete block shall be pressure treated Douglas Fir. H. The Inspector shall institute a written quality control program in conformance with UBC section 2405. C. All wood product panels shall be plywood, and shall comply with U.S. Product Standard PS 1 (ANSI A-199.1). I. Steel bars shall conform to ASTM A 615 and be grade 60. The spacing in inches of roof supports over which panels are applied shall not exceed the Span Rating stamped on the panels. Panel thickness shall be as shown on the drawings. Panels shall comply with and be identified - t Cells shall be in vertical alignment to provide a minimum unobstructed core of 3' X 3'- Dowels from footings with the appropriate grade mark as follows: shall be set to align with cores containing reinforcing. K. All cells containing reinforcing, anchors or inserts shall be filled solid with grout. Other cells shall be grouted Wood Panel Schedule as noted on plans. Use Grade &Grade Mark L. Concrete surfaces shall be cleaned of all lattice prior to setting blocks. F?00I" iFAII LL APA Rated Sheathing Exterior conforming with PS -1. t✓� M. Clean out openings shall be provided at the bottom of all cells to be filled at each lift or pour of grout where such lift or pour is in excess of 4' in height. Overhanging mortar or other obstruction or debris shall be removed from inside of cell walls. Clean outs shall be sealed before grouting, after inspection. , 14 . fl /� �3 c3'Ari CR/7/cAG \---.- .. •lux �� --- 11 ?4 e ATe,l.Jhly v✓f-I�RG �xT6►J v job no. drawn LO V,r--A-r bole a . submittal LILIT7<iL $LjL. G - G 44•>e10U-T t-1osuZ.. 3 s GoOT. 134. FL c N aR40UWop liF.la- o CIF F2�cP1�i tv U 1 O O F rv$ZT. R IrJP7 $a 2 -#�R a +4iP g1 CUO or..I P1.01J LL U JAI' hI� o I t, V FG-� ���•��C v.P! •I d tV✓V t 2-�I JG� VI�O 1� T. P6>J IL4e O I-t0waJL J revision �. $� -O �D DR WIhI 11.200 2po,/;lS T<9 t_1,&TG I-V c J4M� 3aR5 w/yTb• hILV L I tJ s 'ffo 4 rwV- _ O ^ 6 5 C [/A � CL tl) r2) - #y �oK e UoFctJl✓14 L - (2) 45e -I•kve u.o.t.l • o�•l tol.al r L L O PU72 pLaIJ .,. _ • N y 23a9 INTER- S SGT to P-= v:ot•l • otJ P1.4� � -SO t^IrJ ' St= C PLPr•N GUT p•d�ITtotJa(. � G -{140V$ IN 0tr11� OfPJ1,}C. c ICU r 1mXT�r•llt�' oU-tsllo� � ria fa �3 �Ro U►.1b GoRI-l�l2- .. �G(�D,• � � ycTt; I•lI� t il..l of t t� � t3A le � a5 Fa�2 a5 Po5518r.E :' rt lJ 1% f�O h✓ til I h1 TIO v GO�L1.JGrf;Z GOFZrG 1NI c` (I)-4.4 io 1%Tyh .G Fg-- C yTlp qo� �ooK v DVT. ✓IQ�vT10{..r O% F•Icol�-• CU IL.I'f�121OR R1o C 0 W E a� a �r�G-� IJall.�r pyo 8oR 3oe1AIZ L a SIr�PSot-I' L�J,�rlBc 4'_0" o.�. vla. {.oP Ia- LoP n (6�ovG oR �`LOv✓ SHTC�; CL X _ to F.4 T61 - - - t (2)- *fie t�Ta.R riTror� o U•o.t.l. �tJ pLAtil s • (2) --�� a coI¢1.1>� .3 U.o.L1. otl toLatJ 0 - � LT IOl It2 r✓GTl o to c op Flo- IIJ v�/dLl. r O (110G: �i P �aM o (sic 10Lat4 FoFR S tZ&). 3 2 x (10a% t2a �lr{2 S c I r-1 T rL y G�101.1 GO 12 x-11 � O a O tl) g 3 CU cin DESIGN•SCAPE Architects, Inca Planning • Landscape Architecture 203 N. Golden Circle Drive • Suite 300 Santa Ana, CA 92705 • Ph. 714-664-0010 THE - VILLAGE. OF_J'• © e ca NO. REVISION BY DATE CITY APP'L , p;� pdG�GG1I.I�IF-�6q 14 Gor�IP1.ETt✓. PRIOR TO USE OR CONSTRUCTION. bESIGW CC)rl!�ULTANT t3O•GKa'I� og t�EaA'I17 Ii3Y �v1V 12EPY�RT 11 ?4 e ATe,l.Jhly v✓f-I�RG �xT6►J v job no. drawn LO V,r--A-r bole a . submittal LILIT7<iL $LjL. G - G 44•>e10U-T t-1osuZ.. 3 s GoOT. 134. FL c N aR40UWop liF.la- o CIF F2�cP1�i tv U 1 O O F rv$ZT. R IrJP7 $a 2 -#�R a +4iP g1 CUO or..I P1.01J LL U JAI' hI� o I t, V FG-� ���•��C v.P! •I d tV✓V t 2-�I JG� VI�O 1� T. 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Golden Circle Drive • Suite 300 Santa Ana, CA 92705 • Ph. 714-664-0010 THE - VILLAGE. OF_J'• © e ca NO. REVISION BY DATE CITY APP'L DATE p;� pdG�GG1I.I�IF-�6q 14 Gor�IP1.ETt✓. PRIOR TO USE OR CONSTRUCTION. bESIGW CC)rl!�ULTANT t3O•GKa'I� og t�EaA'I17 Ii3Y �v1V 12EPY�RT DoZ IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS apR a lva .- �A-IC�II-��F� G! .b �ROy'�I��g- date printed sheet OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN -BE READILY SEEN AND VERIFIED BY THE PARTIES THAT TNTEND coc TO USE THE SAME. CIO- _ _ DRAWNr Nn _ -7- 2 q1 SHEET NO_ 1 7 OF ZO - _ APP D: - /3%1 _ CITY ENGINEER R.C.E. # CITY OF FONTANA /7U U-74 c'rr '0C DETAILS FOR RESTROOM CONSTRUCTION r' cls SNS ccf - - - h AT CITY PARKS LOCATED AT 3�"i/ /7a 7u Rai►,JI'L - R,e Lv Sid o G to o.ft P L d 1.1 .. Z 43 O e-Wple e Ci N colel-ls:J2 4*C--4--rLCOW a�T Go t,l a zXa P. 7, PC.o7c= - / p ST Grp X R "7th PG.o7c-s - _ P L D rJ V t 1-fo P Igo 0- coRr.1 t.�t t�l� C .ZJw ,C�C.c��JC Lr To Marr -+-1 CZ - -� }1otR12. 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PRIOR TO USE OR CONSTRUCTION. bESIGW CC)rl!�ULTANT t3O•GKa'I� og t�EaA'I17 Ii3Y �v1V 12EPY�RT DoZ IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS apR a lva .- �A-IC�II-��F� G! .b �ROy'�I��g- date printed sheet OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN -BE READILY SEEN AND VERIFIED BY THE PARTIES THAT TNTEND coc TO USE THE SAME. CIO- _ _ DRAWNr Nn _ -7- 2 q1 SHEET NO_ 1 7 OF ZO - _