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HomeMy WebLinkAbout2295-8STRUCTURAL MATERIALS SPECIFICATIONS---- ----- --iAt ' ` X11 13ro �r-�fsR6� fox-rw -6 job no. Ria ' b �� t2�►tIJ�! -rY 10• �t.�.t is ►-lo'r a� s 5 � drawn 0� i DIVISION 1: GENERAL REQUIREMENTS I`��rG +> Rr f I _._ :.._ . _. _.-_. _ ._ _ /Q/ _- ._. A//z Go 1•l�i. 1�G. A* riC I AUTHOMW z� PIS' - - _ . - - - - - -- .� -� �`->' �xTe��Jro �arj t 0 TiaTl�l�3 � + i / �/ t#s AY bd rot . ' � t -d► F� A� a submittal _ lPa•is I & i. { • . � 1' 1.i •i+�.0• , . )PR PV tip so 1 y 41060 REGULATORY REQUIREMENTS CODES: _now _ - - DTII.A. All work shall comply with applicable federal laws, state statutes, and regulations, local ordinances, ad the G v °"ct e,I I tJ Thr V 81• G bt.t't �a �tlZ v regulations of agencies having jurisdiction. Work shah conform with the Uniform Building Code as Adopted off regulations N/� '�� •�'' �j` � 2/16/93 PLAN CHECK and amended by the State of California and the local government having jurisdiction. The Contracts shall •' _ .._ _ ... ____ __ ..... _. _ . _.. _._ _. _ �. _ _ •.- _-_-� O. L industrial safer � S��/s v � I /N •------� --•--- r +"i �Ie+►l0 &0� N u responsibility for complying with the construction safety orders and the general ind y • ass min full pons h mply Y GOt•�T. 0A4L c orders of the State Division of Industrial Safety, the regulations of the Federal and State Occupational Safety and f ;� \ i - � �301JT r� tt �4dtJ 'N A Flo u P•+ iv 4Co 1J Ivo . , o Health Administrations, and such other agencies governing the Contractor's acts. The Contractor shall bs •_T.____` ' _ C I b 1� i6 c�tD� cc hold harmlem thn AAA form damn and/or penalties resulting from his failure to f/A �`�� ' - J Q� responsible for and y gen P i f>✓%/'� �. �'✓� ( 0 comply with said laws, statutes, ordinances, and regulations. &IA + s , B. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., Is the sok cesponsibibty -�- �V �l�tT. lZ SIN¢. � ibis for the stability of � o ! � SkL=ti �^�y`�� t Contractor, and has not been considered b the AAR. The Contractor is responsible y ,.�v 4�iv �L C��*� ��¢ S }g1L to of he ou y �' v t•.J� Ole+% 1"1rLs i+� v the structure prior to the application of all shear walls, roof and floor diaphragms and finish materials. He shalt Q %SOK4re-0 jl�AA14 irl?. provide the necessary bracing to provide stability prior to the application of the aforementioned materials. CILLO �4fZ t41-4 ?4 ��►T` �/�•RT'• a Observation visits to the site by the AAR shsU not include inspection of the above items. i - 4 u/41�1. IGt� 1 I�JG V 4iJ 41100 ALTERNATIVES &DISCREPANCIES: + _ .-- �L_ ; __ _.__ fit®G � • ..0 � revision A. No alternate methods of construction or witstido�prlot /M116 tutions shall be allowed without approval of the AAR. 04 t ! .� � - r � a � � . •-- avv✓t�Vs Ti's t�iOTv c �? M'VVA cc B. The Contractor shall verify all dimensions and conditions on the plans and at the sits and shall notify the AAR i I -I �1� I VV >? i P'. qo• e i L l -a T' -, ✓ . �s. �!1' ���y�' of any discrepancies found prior to commencing work Drawings take precedence over specifications, detailed drawing and specifications take precedence over general drawings and specifications, dimensions talo 1 _ precedence over scaled. 13 01410 INSPECTION AND TESTING: _ , . •,, � 5 c_0 A. This AAR shall retain a Registered Deputy Building inspector or, Inspectors when deputy Inspection is required.4P 011 4b is 4.40 09 &Ot v Certificate of Ra issued the Building ; - B. Each Registered Deputy 13inilding Igor shall have a slid Com gisEration by g t.1 • o .til • o i" lr C Z� z A 4 0 i 'T��4 4 tQ .` Official. E O _ ._ _... _ .----�__ _.._-- --•- - - ' � 171d• � X01 a. La. � C. Each Registered Dzputy Building Inspector shad observe the work of the Contractor and the taking of test _ _.._ ,._.__-• __ _.._ ..... -._._ _ �/ R"'� s••'r��L t lie le work-awashi rovisions of the _ _� w PLR P L A 1� N samples for conformance with the Project Documents, and he app ab p p d V O Building Code. The Registered Deputy Building inspector shall furnish inspection reports to the Building0- 3434 VIA LIDO SUITE 250 NEWPORT BEACH, CA. 92663 (714)675-5990 L 02010 SUBSURFACE INVESTIGATION: J. Official, and the AAR. All discrepancies in the work shall be brought to the immediate attention of the O#g a 40 Foundation design is based on un -classed soil. N. t,j•Qt� • 41•.1 �Ldt� B. Contractor for correction, then if uncorrected, to the AAR and the Building Official. The Registered Deputy inspection �, N/t•.� eve. I SGAy�►c�� �'�/V ,6�/Nt,.rRS J ( S GGT t01� O. Building Inspector shall submit a final signed report stating whether the work requiring special was, , cc - u6w2Vi 02200 to rim best of the inspector's knowledge, in conformance with the approved Construction Documents and the Code AAR the Building Official. + 1 2 ' aRZ �-f Vit- FK PL1A4 applicable workmanship provisions of the Building to the and t ow l -J 11•1 TlO . plw✓tyl,► -rO '� ll °�$ cStQoV'�' D.tion of work by a Registered Deputy Building Inspector shall not relive the Contractor of any inspections Inspec ' I �pJt �}� LLspS y i All reinforcing lar bends shall be made cold. - N16'rvl•t �0- AZT =So t.11 J ` S t R 0 ? L,.A 14 by the Building Official.i f t>!7 Csi/p c�Iu' 4 OF .�tsslLl�'= 1 E. The AAR shall retain the services of a Testing Agency or Agencies when testing is required. �/ ..__ `s,ty.7(Zi Reinforcing steel shall extend minimum 24" around all corners. #4- �T1� q0• Welding of masonry reinforcement is not permitted. 03200 t A. Steel Bus shall conform to ASTM A-615 and be Grade 60 except that No. 4 steel bars may be Grade 40 in lieu Testing Agency shall be approved b the Building Official. F. Each T g g Y PP Y 05120 - G. Each Testing Agency shall furnish test results to the Registered Deputy Building Inspector, the Building \, - ,� C 1) -4.4 10 P-rdl - a qa.,-v9 - Official, and the AAR. C. - i-�GiO1G- d�to 3434 VIA LIDO SUITE 250 NEWPORT BEACH, CA. 92663 (714)675-5990 L 02010 SUBSURFACE INVESTIGATION: J. O O#g a 40 Foundation design is based on un -classed soil. N. t,j•Qt� • 41•.1 �Ldt� B. C2i &0 NJ 4LO i inorcng, respectively. re - f S GGT t01� O. c OtJ-rdo lio .,i GU's' �►iO� cc - u6w2Vi 02200 G'# 140/ Lr t is�cTrcr•110'. P. Reinforcing bars shall be spliced with a minimum lap of 40 bar diameters. . t ow l -J 11•1 TlO The Contractor shall all necessary protect U B. �scT� 1J� Q. All reinforcing lar bends shall be made cold. - placed.. Over excavation shall be filled with concrete as for the footings. Back fill shall not be placed until R. All anchor bolts and inserts shall be secured in place prior to placing concrete or grouting masonry. 4 OF S. Reinforcing steel shall extend minimum 24" around all corners. DIVISION 3: CONCRETE- �T1� q0• d�to 3434 VIA LIDO SUITE 250 NEWPORT BEACH, CA. 92663 (714)675-5990 L 02010 SUBSURFACE INVESTIGATION: J. O O#g a 40 Foundation design is based on un -classed soil. N. t,j•Qt� • 41•.1 �Ldt� B. � c &0 NJ 4LO i inorcng, respectively. re - f shall penetrate at least 18 into the compacted fill and or the natural soils. O. c OtJ-rdo lio .,i cc - u6w2Vi 02200 EARTHWORK FOR FOUNDATIONS: ag P. Reinforcing bars shall be spliced with a minimum lap of 40 bar diameters. . t ow l -J 11•1 TlO The Contractor shall all necessary protect U God �s w/ � c0 H. The AAR shall retain a Soils Engineer when the Soils Report requires. + f - \ / DIVISION 2: SITE WORK AND FOUNDATIONS 3434 VIA LIDO SUITE 250 NEWPORT BEACH, CA. 92663 (714)675-5990 02010 SUBSURFACE INVESTIGATION: J. A. Foundation design is based on un -classed soil. N. Dowels between footings and walls shall be the same grade, size and spacing or number as the vertical 1tivel 4 B. The following soil pressures are used for foundation design: 1000 PSF for continuous and spread footing which DATE i inorcng, respectively. re - f shall penetrate at least 18 into the compacted fill and or the natural soils. O. Hold vertical reinforcing in position at top and bottom and at intervals not exceeding 192 bar diameters in masonry walls. 02200 EARTHWORK FOR FOUNDATIONS: take measures to fully adjacent properties. P. Reinforcing bars shall be spliced with a minimum lap of 40 bar diameters. . A. The Contractor shall all necessary protect B. The bottoms of footing excavations shall be level, clean, and free of loose material or water when concrete is Q. All reinforcing lar bends shall be made cold. - placed.. Over excavation shall be filled with concrete as for the footings. Back fill shall not be placed until R. All anchor bolts and inserts shall be secured in place prior to placing concrete or grouting masonry. supporting foundations, walls, and slab have attained sufficient strength to support lateral soil pressure- su PPo g 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 Bus 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 Official. A Certificate of Fabrication shall be furnished by the shop to the Building Official, prior to his C. Wire fabric shall conform to ASTM A-185. 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 3,250 psi in 28 days. Concrete used for F. After erection is complete, touch-up all shop priming coats damaged during transportation and erection foundations shall achieve a minimum strength of 3250 psi in 28 days. D. Minimum concrete protection for reinforcing steel shall be as follows: DIVISION 6• WOOD Reinforcing Bar Cover Schedule: 06050 FASTENERS AND SUPPORTS: Condition Clearance A. Nails shall be of steel wire conforming with Federal Specification FF -N -105B with amendments through number Cast against and permanently exposed to earth. 3" 4, "Wire, Cut, and Wrought Nails, Staples, and Spikes." All nails shown on the drawings shall be common wire nails, unless noted otherwise. Sinker and box nails may not be substituted for common nails. Exposed to earth or weather, 5 bus, and smaller-, wire. 1-1/20 Nail sins: Common Nails Sinker Nails Box 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 21/2 .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 27/9 .120 .281 3 .128 5/16 12 3114 .148 .312 31/8 .135 .312 3114 .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 .34,C 3 1/4 .148 .344 3 1/2 .135 11132 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 41/2 .207 .438 41/4 .192 .406 41/2 .148 3/8 40 5 .226 .469 4 314 .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 51/2 .244 .500 60 6 .262 .531 53/4 .244 .500 D. Mortar shall be type M and shall achieve a 28 day strength of IBM 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: Proportion D. Machine bolts shall be of metal conforming with ASTM A-307, "Low Carbon Steel Externally and Internally Ingredient _ Threaded Standard Fasteners.* Washers shall be used under all bolt heads and nuts bearing on wood. Bolts Portland cement 1 partshall be installed in accordi„-ig 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 Tlirough Wood Outside Diamderlaside Di Thickness-ess- 1/2 inch 9/16 inch 1 3/8 inches 9/16 inch 3132 inch Grout Mix. 3/4 inch 13/16 inch 2 inches 13/16 inch 1/8 inch Ing-- lent Proportio 06100 ROUGH CARPENTRY: Portland cement 1 part . 2-1/2 A. Solid framing lumber shall be grade marked and conform with the s:uadard grading and dressing rule: of the Sand parts Damp loose sand 3 times the sum of cement and limn.. � 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 do beading stress 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 N2, 1250 f be free from deleterious quantities of acids, alkalis, and organic ,_eatenale. 4x4 studs & posts: Douglas Fir -Larch #2, 1250 f 2x6 & deeper joists & rafters: Douglas Fir -Larch #2, 1250 f G. Construction of masonry walls shall be inspected by a Registered Deputy Building Inspector. A Certificate of 4x6 & deeper beams: Douglas Fir -Larch R1, 1500 f Inspection shall be furnished by the Inspector to the Building Official and to the AAR(ste na+42 above 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. Panni thickness shall be as shown on the drawings. Panels shat comply with and be identified J. 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 do Grade ark - - L. Concrete surfaces shall be cleaned of all lattice prior to setting blocks. Roof sheathing APA Rated Sheathing Exterior conforming with PS -1. 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. 7/ C. 11 E a� a C 4 �- L 3 O Ei-t�G� 1%i tJ 411► 34 X412 � 30 A it � Q ____ �tr� PyatiJ - c 4t -o" o.�. vlo.• t. pP Ip• L oP n (6dP47Yro OFt epol.ov✓ gap TCq i a X 1 - -- - ` O too �'a 1.4 T(sl - -' L (2) - it G I t-lTrG 1a 1050 G1 -r top o (zi - 4ry G Goal•l6 3 CIO +GTI O w a OF l -laces• I I.� v��s. �,,1. ,c O Q I �<5j Fi $�►' 4N1 N O 3 2 �t R©O� �¢41•''i�� S c a� 0 a O L g 3 cC S?�orL•y ,�3/� /� S r1MMDo LAN GP Planning/l,andreape Architecture 3434 VIA LIDO SUITE 250 NEWPORT BEACH, CA. 92663 (714)675-5990 OF J. NO. REVISION BY DATE CITY APP'L DATE APPROVED: CITY ENGINEER CITY OF FONTANA R.C.E. S 25126 r7 It.) U7u C V -,r -v DETAILS FOR RESTROOM CONSTRUCTION CIO AT CITY PARKS LOCATED AT 7172 NORTH HERITAGE CIRCLE _J 7555 CARYN CIRCLE Vd .0,40 C. fs to1,& r 0 7350 EAST LIBERTY PARKWAY s � co Ci _ P 1. V tv✓ ! -to 10' Pia► rZ coRu..l �trt ca R41"� a ,oG.o7c= E A IF 0U E IG Th/r� G d rCD do eo S�rOtar cv= 3 Se. U10•-' GQ a. 049sp FiG'r 14V t•i O )Q t� MQ. o 4&4/ Z} 1 aj100� Gts /Q Z 7�G.07c. ,,f a rive. P� � 2 T� �41^ _+.. i ����' _ o �r p4GStt�gt c.•S• �„o g. 2 .� 193 0� � ,e rV e�» o vcrlz SO` e. � AlZ16% X-�otta� 2131 25 I toll sale . Pre 2312 I I � CIO F- Tl� -� . Il Z T1Z� t•1�a•1 N J l -co 1 L DO 1r7bt�4 of- Tlaark ` EX GdVdT Io � S �pL.l. �4T Z I N � ��� �Q EKT tIJ+O D�rLoti✓ T1-tls 1.1tJ� � no. \L�J a ----- - - _ leu. DETPULI 1A1► &,V J>�►+� E� C ►IJ �/►1.1. tOtl►11JisID g�►,JvY opt � a G�Itw��►Ly �/!�► ch t title r.IrJori&1&."TID Is �ji►V 8 t� ���t II1•� CIOsee RECORD DRAWING rid 11J TSI M.i 11� Tl-� �! I��i Of Lir TM[ � � � !r' �► THE INFORMATION ON THIS DRAWING IS OBTAINED FROM a"O &>(GA•VLT Iol1f F•Qpt 4 `AWJI 64 it UNTI V c OTHERS AND MUST BE VERIFIED IN THE FIELD BY ANYONE p;40 &"ji0lL40IW44 0 PRIOR TO USE OR CONSTRUCTION. LAND PLAN DESIGN GROUP &/►40ItbIN. A►�j 120A '1/. &i date tinted sheet IS NOT RESPONSIBLE FOR UNDERGROUND FACILITY LOCATIONS •Fi 4.1V160i sjdglh � 41 . p �Q0�1�=G1''- p OR DEPICTIONS. ALL ABOVE GROUND FACILITIES CAN BE READILY SEEN AND VERIFIED BY THE PARTIES THAT INTEND TO USE THE SAME. 10 1 ® RECORD DRAWING DRAWING NO. 2215 SHEET NO. 8 OF 37