The URL can be used to link to this page

Home My WebLink About2947-19REINFORCING STEEL B.N. POST AND COLUMN BASE 1. Reinforcing steel shall conform to ASTM A615, Grade 40 for ST 22 STRAP o sizes #3 & #4 and Grade 60 for sizes #5 and larger. E � gV Maximum yield shall not exceed 1.3 times that specified. 3/4" PLYYVOOD POST 2. Welded fabric (mesh) shall conform to the latest revised F_ o ASTM A185. Smooth wire fabric shall conform to ASTM A852 _ 6 yield strength 60 ksi. O 5" GONG. BLOCK YV/ 4-#4 • • 1/4" THK X 5 YVIDE F ° VERT. REBARS, #3 TIES AT 3. Welding of reinforcing steel shall conform to AWS D12-1 COLUMN BASE YV/ �- • using proper low hydrogen electrodes. All bars to be welded 1!1 ° 5" O.G. YV/ 3-#3 TIES AT 5" shall conform to ASTM A706. 2- 5/8 DIA. M.B.S O TO P05T O.G. AT TOP. GROUT SOLID. � 4. All bars in masonry shall be lapped a minimum of 48 bar diameters (2'-0" min.) for Grade 40 and 72 bar diameters 2x8 RIDGE _ (2-6" min.) for Grade 60 at all splice unless noted O ° otherwise. BEM 1" THK STANDOFF PLT O i 0 5T otil ° 5. All bars in concrete shall be lapped a RAFTER YV/ U J5T kLE� D T' �f' Q PILASTER SECTION pp minimum of 48 bar S!DS 2 I diameters (2'-02' min.) for Grade 40 and 72 bar diameters HANGER TO RIDGE F ° (2'-6" min.) for Grade 60 at all splice unless noted otherwise. I I I ° 6. Splices of horizontal rebar in walls and footings shall be Q 111 ° � FIN15H SURFACE II . staggered 4'-0" minimum. II `q O RAFTF=9 TO RIPSE EAM 7. Dowels for walls and columns shall be the same size and I d spacing as the wall/column reinforcing unless noted I I v otherwise. 3/4" PLYYVOOD 8. All bending of reinforcing steel shall conform to the latest B.N. CSTA�4:DOFF-F- 8" ° a d a GONG. FOOTING YV/ 4-#4 ON 2 sips "� LONG AND q-#4 TRANS. edition of the Uniform Building Code. O _ d M - WE LD ToJ O MASONRY2X BLOCKING Pt-^-TE m ° AT BOTTOM, TYP. u u Q d d PILASTER ° 1. All masonry shall be reinforced grouted masonry (fm I =1500 psi ° 41 COMPACTED 5UBGRADE used half stresses in design, unless noted otherwise on plans ° and details). Grout solid all cells which contain rebar, bolts, etc. RAFTER 00 [1.21gmJ Grout solid all cells below grade. See UBC 2105 for quality assurance requirements. 2. Mortar shall be Type "S" mixed in the proportion of 1 part HL 53 E.5. YV/ 1-5/5" Portland Cement to 1/2 to 1/4 parts lime putty to 2 1/4 to 3 DIA. BOLT INTOP HOLE OLUMN- ABE ��A fvosT. 101LASTER% ANP FOOTINS times the sum of the cement plus lime putty parts of sand. TO RAFTER AND 2- 3. Grout shall attain a minimum compressive strength of 2000 5/6" DIA. X 3" LAGS psi and shall be mixed in proportions of 1 part Portland IN INNERMOST HOLES Cement to 1/10 part lime putty to 2 to 3 parts sand to a TO BEAM• MA50NRY CAP maximum of 2 parts gravel. All grout shall be vibrated. 8-1/2" X 5" 4. Aggregates for mortar and grout shall be natural sand and BEAM STEEL 57RAP Q rock conforming to ASTM C-144 (mortar) and C-404 (grout). c 8" GONG. BLOCK YV/ #4 114 VERT. REBAR5 AT 24" O.G., 5. Cement shall be Portland Cement conforming to ASTM C-150, O m Type I or II, low alkali.15FmAM TO RAFTER #4 HORIZ. KEBABS AT TOP,HIP NOTCHED AND ciJ BOTTOM $ MIDHT. GROUT 6. All concrete block shall conform to ASTM C90, Grade N-1. RIPPED AT BEAM N O SOLID. M I TEfZED ° 7. All brick shall conform to ASTM C62, Grade MW. ! BEAM, TYP. o ° FINISH SURFACE M 8. All reinforcement, bolts, etc. shall have a minimum grout M coverage of 3/4". All brick shall have a minimum of 2 1/2"Ln 1/4" PL E.5. #3 REBARS AT 161,O.G. grout space. „ O YV/ 2- 5/S (q" V. X 24" H . ) 9. See the architectural drawings for type of units, laying DIA. M.B.5 L_0 1,* BEAM ° pattern and point details. Unless specifically shown TO HIP )NII- r RF_D A-r otherwise, all concrete block and brick shall be laid in G0KN5� ° running bond. 1/4" PL YV/ 2- r a ° 5/S" DIA. X 3" r0 a a . GONG. FOOTINO W3-#4 10. All rebar shall be positively held into position prior to LAGS TO - Q REBARS CONT. pouring grout. All vertical foundation dowels shall be straight m 0 OHS 135 5 ! P>A� and shall be positioned in center of block cells u.n.o. on BEAM ToNLONG I3E�tM5NGC7 POST • the details, additional bars shall be epoxied into footings, BEAM SNORT SIDr-) ° if needed, where minimum tolerance to cell wall is not POST o L �MITERF_D COMPACTED SUBORADE maintained or dowel is not positioned correctly. BELOYV POST YV/ OHA36 2 WOOD FRAME HIP i TO BEAMS OSI s�}o�eT SIDE [0.60gm] 1. All structural lumber shall be Douglas Fir of the following grades, conforming to Standard Grading Rules for West Coast Lumber, No. 16, unless noted otherwise: L kN ^A FPCST TO EAM TO H IF 0 MAS0NP%**i00- LL Rafters, joists- - - - - - - - - - - - - No. 2 90OFb 82�� Beams and stringers--------- No. 1 1350Fb LED Posts and timbers- - - - - - - - - - No. 1 120017b [0.216m] 2x4 joists and rafters-------- NO. 2 90OFb FINISH GI DE MAY OCCUR Studs, blocking, plates--------Stud Grade or Better (Douglas Fir) S" GONG. BLOCK MASONRY GAP 2. All wood bearing on concrete or masonry shall be pressure HIP TO EAM CP%NER YV/ 4- #4 VERT5. treated Douglas Fir. All exposed lumber required to be GROUT SOLID ALL N, YVATER- a pressure treated shall be treated with water borne salts CELLS PROOFING a 5" GONG. BLOCK YV/ #4 (except for Glu-Lams). 2-.2X RAFTERS VVVERT. REBARS AT 24" O.C. _ E 3. Each sheet of plywood shall be identified by a registered HUG J5T HNGR TO O M 4" DIA. PERF. #4 HORIZ. REBARS AT TOP, stamp or brand of the APA, the Engineered Wood Association. RIDE, Typ. cV DRAIN PIPE YV/ BOTTOM $ MIDHT. GROUT #3 TIES AT 8" O.G. 1 G.F. GRAVEL 50LID. 4. Plywood for roof sheathing shall be CDX. Use exterior type, ^ PER L.F. TYP. min. C-C grade where plywood is exposed to weather. Plywood ^ d for floor sheathing shall be Underlayment Grade Plywood.. HIP YV/ HRC TO cV � _ E DAYLIGHT IN FINISH SURFACE All plywood shall be glued with exterior type glue. All plywood RAFTERS, TYP, ;b Ln SHRUB AREA shall conform to U.S. Product Standard PS 1-95 O7 #3 KEBABS AT 161, O.G. (UBC Standard 23-2). All plywood shall be spaced 1/8 inch. (q"V.X24"H.) 5. APA rated sheathing panels conforming to U.S. Product O Standard PS2-92 (ie: UBC Standard 23-3) may be substituted for all plywood. d GROUT SOLID a 6. Nails shall be common. Nailing shall be per Chapter 23 2X BLOCK A/ A35a GONG. FOOTING W3-#4 Table 23-II-B-1 of the Uniform Building Code unless E.E. TO HIP _ U) noted otherwise on the plans or details. O a d ° REBARS CONT. 7. All metal connectors shall be Simpson Strong-Tie connectors. The nails for these connectors shall be joist hanger nails RAFTER YV/ UJST 2' ° as manufactured by the Simpson Co. COMPACTED 5U$6RADE HNGR TO BLOCK 2 OOP 8. Bolt holes in wood shall be 1/32" to 1/16" larger than the [0.610m] �io nominal bolt diameter. All bolts shall have standard cut [0.60gm] washer under head and nut unless noted otherwise. Anchor bolts and holdown bolts shall have square cut washers. 9. Structural members shall not be cut for pipes, etc-j unless H110 TO RIPCmPE EAM F PILASTER BE TION L0^ P%E I INS- LL specifically detailed. Ai tZ5_Co?,Q VKAWI�J 6je7 ""� 10. Provide 2x solid blocking between joists and rafters at all DESIGN • SCAPE F CITY OF FCALIFORNIA supports. Blocking shall be one piece and the full depth(; of 16787 BEACH BOULEVARD#105 c�'��Q��'�` T . l'y DRAWN BY 317901 the joist or rafter. , a LANDSCAPE IMPROVEMENTS EA. HUNTINGTON BEACH, CALIFORNIA 92647 W m T. H. - -n DESIGNED BY FOOTHILL BOULEVARD STREETSCAPE SCALE: AS SHOWN PH. (714) 379-4777 FX. (714 ) 3794440 M. H. PREPARED UNDER THE SUPERVISION OF: CHECKED BY _gOS H DETAILS DATE: s�qT XP. r � M.H. �. a . JULY 2001 C7FwN-v NOTES ,FOS JOB NO. APP �'� DR. 0. SH T. N0. 'LS ONT. REFERENCE PLANS REVISIONS ENGR S. DATE CITY DATE MICHAEL T. HARADA R.L.A. N0. 3848 DA FHB 0005 : A@PW CITY ENGINEER 51152 DATE LD-3 19 OF 2tR APPROVAL APPROVAL Pwi7. 2-_9 4 '7