BIN A-3 PERMIT 5339 - Laserfiche WebLink

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2"x4" BLOCKING @ PLYWOOD EDGES 1/2" PLYWOOD W/ 8d COMMONS PER NAILING SPEC. 2" SUBF ACIA - 2"x4" @ 24" O.C. DROPPED GABLE TRUSS 1 /2" PLYWOOD 8d COMMONS @ 6" O.C. EDGES & 12" O.C. INTERMEDIA TE PRE-ENGIN ED TRUSS AT 2'-0" 0 TA 14 @ 4'-0- O.C. KNOCK-OUT BLOCK W/ #5</1 POURED SOUD & o I 00 & .- I '" #5</1 W/CELL POURED SOLID z ~ #5</1 DOWEL 6X6-#10 W'NF & -t- I .~ I-') & " r- 6 MILL VlSQUEEN ~& '. .......: . . . ..~~~ r: : ""... I-') } 1'-4" ~ GABLE END TYPE 2-#5</1 " A' STRUCllJRAL SPECIFICA TlONS CONCRETE A. Cement to comply with A.S.T.M. C 150. B. Sand and aggregate to comply with A.S. ToM. C 33, C 330, C 332 and A.C.r. Standard No. 813-54 or FOOT. specifications. C. Water to meet potable water chemical standards. E. Placing shall be in accordance with A.C.!. Building Code 318 and 318.1. F. Curing shall be in accordance with A.C.!. 605. REINFORCING STEEL A. Bars deformed in accordance with A.S. ToM. A 615-87 and shall be grade 40 steel unless indicated otherwise. B. Welded wire fabrlc to conform with A.S.T.M. A 185 or A 497. C. Placing in accordance with A.C.!. detailing manual and A.C.1. 318 and 318.1. METAL ACCESSORIES Metal accessorIes shall conform to requirements in C.R.S.I. "Manual of Standard Practice for Reinforced Concrete Construction" and A.S. T.M. A 82 and A 185. STRENGTH A. Concrete shall have 2500 psi compressive strength in 28 days. B. Test C~inders shall be token at the rote of three (3) for each 75 cubic yards and tested in accordance with A.S.T,M. Specifications. Further tests may also be required in accordance with A.S. T.M. C 42. C. Slump sholl not exceed 6" unless concrete mix has been designed to have greater slump and approved by Engineer. CONCRETE MASONRY UNITS A. Units shall conform to A.S.T.M. C 129,C 145,C 90 &: C 216, B. Cement shall conform to A.S.T.M. C 150, C. Sand shall conform to A.S.T.M. C 144. D. Mortar shall conform to Standard Building Code Types M or S. E. Masonry units to have full mortar coverage on horizontal and vertical face shells. F. Units sholl have a minimum compressive strength of 2500 psi per net area of unit. G. All e)<posed masonry surfaces sholl have their Horizontal Joints tooled and shall be sponged clean. H. Grout shall comply with ACI-ASCE 530 &: A.S.T.M. C 476 and be tested in accordance with C 1019. COMPACTED FILL Fill shall be placed in layers not to exceed 12" and compacted to 95% proctor. The degree of compaction shall be determined and controlled in accordance with A.S.S.H.O. T-99. Before placing fill 011 deleterious material shall be removed. LUMBER A. Non-structural grade lumber shall be stud grade or equal. B. Trusses shall be pre-engineered in accordance with T.P.I. and engineer certified truss drawings and the truss layout drawings sholl be furnished. C. All lumber in contract with masonry or concrete shall be pressure treated. Non-pressure treated lumber shall be separated from masonry or concrete by asphalt impregnated felt or galvanized metal. D. Structural lumber shall be Southern Pine No. 2 or Equa!. E. Nailing shall be 8d at 6" on centers along edges and 12" on centers at intermediate supports except for first sheet at roof edge, at ridges and at wall corners which shall be nailed at 4" on centers at edges and at intermediate supports. Other nailing shall be performed in 1 !2"h8 ANCHOR BOLT @ EACH #5</1 LOCA TlON KNOCK UT BLOCK W/ 1151/) P REO SOLID " PLYWOOD NAILED AND GLUED- L 8d @ 4- O.C. ALONG WALL, ER 8d @ 6" ON EDGES &: 12- INTERIOR. 8" ANCHOR BOLT @ SPACING ANO SIZE INDICA TED ON PLANS EUH 28-10 W!10-10d 2"x4" BLOCKING @ PLYWOOD EDGES 1/2" PLYWOOD W/ 8d COMMONS PER NAILING SPEC. 2"x4" BLOCKING WOOD BEAM 2" SUBF ACIA HCDP 2 1/2" THRUBOL TS 2-1/2" TI-iRU BOLTS 2"x4" BLOCKING @ ALL PLYWOOD JOINTS 2"x4" @ 16- O.C. 1/2" PLYWOOD NAIL &: GLUE ______ - 8d COMMONS 0 6" O.C. -------- EDGES & 12" O.C. INTERMEOIA TE 3X12X3/16- PLATES~ PRE-ENGINE ED TRUSS AT 2'-0" 0 o 0 1/8" BEARING PLATE 3X12X3/16" PLA TES' 2 1/2- THRUBOLTS 1/2"</Ix8" ANCHOR BOLT @ EACH #51/) LOCA TlON KNOCK-OUT BLOCK W/ #51/) POURED SOLID & o I b .- ~ 4" ....= :r: x <( ~ ALT. TOP .CONNECTION 2X2X3/16- ANGLES W/ 1/4. lliRUBOLTS ~ & o I 00 ALUMINUM POST DETAIL 1/2" PLYWOOD W/ 2"x4" BLOCKING 0 PLYWOOD EDGES 8d COMMONS PER NAILING SPEC. ___________ 2"x4" BLOCKING ..... 2"x4" @ 24" O.C. 2" SUBF ACfA HCDP & .- I N #5</1 W/CELL POURED SOLID 2"x4" BLOCKING 0 ALL PLYWOOD JOINTS 2"x4" @ 16" O.C. 1 /2- PLYWOOD NAIL & GLUE 8d COMMONS Ii) 6- O.C. EDGES &: 12" O.C. INTERMEDIA TE PRE-ENGIN ED TRUSS AT 2'-0" 0 #51/) DOWEL 6X6-#10 W'NF z ~ & -t- I .~ t " r- 6 MILL VlSQUEEN ~. :',,:"~~: ~:.... 10 J, 1'-4" ~ GABLE END TYPE " B" accordance with the SBCCI Building Code. F. Metal construction hardware specified ore Hughes Manufacturing, Inc. or equal. They shall be installed in accordance with manufactures recommendatlons. G. Any areas of conventional framing shall have framing members connected to truss members with a minimum of a RT 14. All Conventional framing members shall be connected to one another with a minimum of a HC hurrlcan clip. & -t- I (j) W/ DESIGN LOADING A. Wind loading = 102 mph B. Live loading bedroom area = 30 psf. C. Live loading other areas = 40 psf. D. Live loading roof = 20 psf. E. Design criteria SBCCI Section 1205 SPLICES Splices of foundation and perimeter steel shall be 12 in. minimum. LEGEND BEilRING JYJiLL JIEilDE"'RS BEAM TRUSS SPAN - SHINGLE ROOF SPAN 24 28 32 38 40 44 48 8 2X8 2X8 2X8 2X8 2X8 2X10 2X10 7 2X8 2X8 2X10 2X10 2X10 2X10 2X10 8 2X8 2X10 2X10 2X10 2X12 2X12 2X12 9 2X10 2X10 2X12 2X12 2X12 2X12 - 10 2X10 2X12 2X12 2X12 - - - 11 2X12 2X12 - - - - - 12 2X12 2X12 - - - - - BEilI~ING fYALL lfEilDE'RS BEAM TRUSS SPAN - TILE ROOF SPAN 24 28 32 38 40 44 48 8 2X8 2X8 2X8 2X8 2X10 2X10 2X10 -- 7 2X10 2X10 2X10 2X12 2X12 2X12 2X12 8 2X10 2X12 2X12 2X12 2X12 - - - 9 2X12 2X12 2X12 - - - - - 10 2X12 2X12 - - - - - -- . o I 00 KNOCKOUT BLOOCK W/ #5</1 POURED SOLID NAILING 8d COMMONS @ 4" 0 C EDGES AND INTERIOR . . ~ '"" OVER "-t- NAILING 8d COMMONS @ 6" O.C. EDGES & 12- O.C. INTERIOR NAILING 8d COMMONS., 4" O.C. EDGES AND INTERIOR ~ F I[ G ... .q NAILING 8d COMMONS @ 6" O.C. EDGES & 12" O.C. INTERIOR A' /'\. / "- X ^ 4' [, "- // NOTE: STAPLES WITH PULL- ~ / ,"- / OUT VALUE EQUAL TO "-"- // "-"- " ,/ ;. // SPECIFIED NAILS MAYBE '\./<. 1\' /'/ ,/ v /"- "- . /,,- . '/ SUBSTITUTED ON A ONE / r'\ '\. X PER ONE BASIS / "- / "- HANG TYPICAL NAILING PATr-fERN 2" SUBF ACIA 1/2" PLYWOOD W/ 8d COMMONS PER NAILING SPEC. PRE-ENGINEERED TRUSS AT 2'-0" O.C. 2"x4" BLOCKING @ ALL PLYWOOD JOINTS 2"x4" @ 16" O.C. 1 /2" PLYWOOD N AI L &: GLU E ______ - 8d COMMONS @ 6" O.C. --- EDGES & 12" O.C. INTERMEDIA TE 1/2"l/)x8" ANCHOR BOLT @ 4'-0" O.C. KNOCK-OUT BLOCK W! #5</1 POURED SOLID . o I co & .- E-4 ~ c.; ~ ~ ~ ~ o u #51/) W/CELL POURED SOLID I '" #51/) DOWEL 6X6-#10 W'NF " r- #5</1 W!CELL POURED SOLID KNOCKOUT BLOOCK W/ #5</1 POURED SOLID I N ~OCKO~T BLOCK W/#S. #5</1 DOWEL 6X6-#10 W'NF PRECAST LINTEL ... .. . .. z ~ 4 KNOCKOUT BLOOCK POURED SOLID POURED SOLID < & -t- I 6 MILL VlSQUEEN .! I-') STANDARD PERIMETER BEAM !lINTEL OVER DOOR & WINDOW OPENINGS o #5~ PRECAST UN~ ~POWERS STEEL PRODUCTS LINTEL PRECAST UN~ FILLED LINTEL " r- " . (DETAILS) z ~ t hertby certify thai I have perfomled tho attached design and it Is in compliance with Soction 1205 of tho Standard Building Code. ~ ~ en ~ I"") 6 MILL VlSQUEEN & -t- I . '. & I . -# . ~, :...,"~~ ~~: .... 10 J l' - 4" ~ " .- ~& '. .....: . . . . .,01-_ . ..- ......-: .. . . I-') 1 VARIES 1 STORY MASONRY WALL LINTEL DEr-fAILS TWO NOTE: PRECAST LINTELS "CAST CRETe OR EQUAL j) E STORY MASONRY WALL , W /FRl\ME ABOVE _, T (' \ '6 A TE REV, BY"" 2/18 #1 RH 4/22 #2 RV 10/10 #3 RH \.... ~ . l() ~ l() ~ .qc <n . ~ ~~ ~ .. u~ . ~~ ~Ul() ~ j~~ E-4t- .~ I .t E-40<>> (J)~~ ..-" ~~<n Q') 9"i Q')ZCO .qc .......... ~ r.n ~ ~ < ~ ~ ~ r.n Z " Z ~ 0 r.n ~ ~ E-4 ~ C,) l() ~ ~ 0 ~ (.\} r.n --i Z Z 0 0 C,) ~ ....1 ~ C,) < ~ ~ r.n Z < ~ ~ ~ ~ ~ t)U ...... ~ ~U en 0 ot:Q ~ ~ ~r.n ~ ~ ~ en < E-i A ..... Z ~ 0 ~ ~ ~ ........ ... ~ ~ U z ~ . 0 U u ~r:n 0 u ~~ f./l < U~ ~ DRAWN RMH JR. OAT 1-24-94 SCALE 3/4" =1'-0" JOB NO, DS125E10 SHEET 2 ,-- \ ! F 2 SHEETS