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HomeMy WebLinkAbout3171-31HIP BEAM POCKET NOT SHOWN SHAPED 4"X6" BEAM CAP CONTINUOUS y HERE FOP, DRAWING GLAIRTY 1 6"X12" ✓ SELECT STRUCTURAL "- RIDGE BF -AM ! 1 BEAM 1/4" STEEL SIDE MEMB 6..X.' WOOD BEAM -- t DRILL FOR 1/2 MACHINE BOLTS s !,31 s 2-5/8" DIAMETER , NCHOR, STUDS ' �{ ► �. --- - - ! BASF PLATE DRILL FOR 1/2„ I / Jr GGHWE B�LTG �cT�L BASE PLATE ; ✓ - —GE"EN Fil _ I i F - 1/4'° STi EL SIDE t IE BERS —� 1J4" STEEL SIDS h 1Ei [B R�� 2-5/8" DL^ MET? R AN(- STUDS \, Bi.-OGK WALL AL Ci -� W-1 DRILL_ FOR. 1/2" % I~'1AGHiNF 1301_1c- _ .+ Y �`. _47,10" B I .A f �TiN spa" - ° _ OLi --? TOP VIEW HAN -ER r ONNEGTORS I HE CONTRACTOR IS 50LELY RESPONSl5LE FOR, AND SHALL VERIFY THE WORKABILITY OF THIS BEAM HANGER / GONNFG'T'OR. CONTRACTOR SHALLS-UBMiT MBER SIZES, ANGLES, SLOPES, AND ALL PLANS, DIMENSIONS NECESSARY FOR THE CORRECT FABRICATION OF THIS BEAM HANGER / CONNECTOR. THE ENGINEER OF RECORD SHALL BE CONTACTED REGARDING ANY QUESTIONS, CONCERNS, OR ANY DIFFERING FIELD CONDITIONS INVOLVING THIS BEAM 5HAPED 4"X6" BEAI"I CAP CONTINUOUS 6"X12" SELECT STRUCTURAL RIDGE BEAM T_ r 4"X10" WOOD BEAM 4';'010" WOOD BEAM ,/ { 6"X12" 5.5. �✓° � RIDGE - -- DRILL FOR 1/2" `� �1/4" STEEL SIDE MEMP�ERSR ,�.- DRILL FOR 1/2" MAGIa)n,,s;� BOLTS .,,�' � •'':i' •�' � '*; I' M,�.GHINE E30t._TG'J HANGER / CONNECTOR" 'I 1 HIP BEAM POCKET NOT SHOWN SHAPED 4"X6" BEAM CAP CONTINUOUS y HERE FOP, DRAWING GLAIRTY 1 6"X12" ✓ SELECT STRUCTURAL "- RIDGE BF -AM ! 1 BEAM 1/4" STEEL SIDE MEMB 6..X.' WOOD BEAM -- t DRILL FOR 1/2 MACHINE BOLTS s !,31 s 2-5/8" DIAMETER , NCHOR, STUDS ' �{ ► �. --- - - ! BASF PLATE DRILL FOR 1/2„ I / Jr GGHWE B�LTG �cT�L BASE PLATE ; ✓ - —GE"EN Fil _ I i F - 1/4'° STi EL SIDE t IE BERS —� 1J4" STEEL SIDS h 1Ei [B R�� 2-5/8" DL^ MET? R AN(- STUDS \, Bi.-OGK WALL AL Ci -� W-1 DRILL_ FOR. 1/2" % I~'1AGHiNF 1301_1c- _ .+ Y �`. _47,10" B I .A f �TiN spa" - ° _ OLi --? TOP VIEW HAN -ER r ONNEGTORS I HE CONTRACTOR IS 50LELY RESPONSl5LE FOR, AND SHALL VERIFY THE WORKABILITY OF THIS BEAM HANGER / GONNFG'T'OR. CONTRACTOR SHALLS-UBMiT MBER SIZES, ANGLES, SLOPES, AND ALL PLANS, DIMENSIONS NECESSARY FOR THE CORRECT FABRICATION OF THIS BEAM HANGER / CONNECTOR. THE ENGINEER OF RECORD SHALL BE CONTACTED REGARDING ANY QUESTIONS, CONCERNS, OR ANY DIFFERING FIELD CONDITIONS INVOLVING THIS BEAM 5HAPED 4"X6" BEAI"I CAP CONTINUOUS 6"X12" SELECT STRUCTURAL RIDGE BEAM T_ r 4"X10" WOOD BEAM 4';'010" WOOD BEAM ,/ { 6"X12" 5.5. �✓° � RIDGE - -- DRILL FOR 1/2" `� �1/4" STEEL SIDE MEMP�ERSR ,�.- DRILL FOR 1/2" MAGIa)n,,s;� BOLTS .,,�' � •'':i' •�' � '*; I' M,�.GHINE E30t._TG'J HANGER / CONNECTOR" 1 STANDING 'SEAI 1 META ROOT= Ov) R BJ8" I G.D:X. PLYWOOD SHEATHING OVER 2.'X8" T, F G (5"X OR 4"X HIP OR VAL LEY ! + i "SIMPSON" HU410 MIN.12 DECKING OVER 4"X"O" WOOD BEAMS @ 48" O/G BEAM (SEE r-7)OF PL AN) i i I SKEWED Cr? 45© 8,SLOPED i j I ! @ 6/I2 PITCH (LEFT � RIGHT A5 REQUIRED) APPLY 14-16d '.t`. 24 i" NAILS @ BEAM 8 DRILL FOR 3/4" SHAPED 3"X BLOCKING ! HIP 6-16' NAILS 0RAr=TERG (TYPICAL) MACHINE BOLTS ! 1 _ RA ON`f OR TOVERIFY C GT WORKABILITY PRIOR TO CONSTRUCTION. PRE55URF TREATED SILL BEYOND I . . III A L BEA" SADDLE STB E E _ / �," si •A\ �. � ' 1 ! i' � (SEE DETAIL) 0 /��`,, 6"X12" SELECT STRUG T URAL .. tt GEMENT FILL / S)UPPORT i p/ VALLEY BFfi,M `, \ 2-#5 STEv_ REBAR. r=fOR1._ONTAL - _ COUNTINUOUS TYPICAL \ - 2-5/8"X5" LAG BOLTS i I / 2-5/8" DIAMETER ANCHOR STUDS / 8„y\8"X1G" SPLIT FACE GONG. BLOCK WITH ##5 STEEL REBAR 0 24-0/G VERTICAL, Ek 2-#5 STEEL REBAR @ 48" RAFTERS @ 48" OIG (TYPICAL} s i , i I 4'Xi0" RAFTERS Co 48'� O/C (TYPICAL) O/C HORIZONTAL WITH ALL GI LLS 4"X10" ! ! FILLED WITH SOLID GROUT_ /PROVIDE 2-#5 STEEL REBAR - I ; HORIZON AL CONTINUOUS V ALL TOP UNLESS OTHERWISE I ° " t: I i NOTED. (ALL. INTERIOR GONG. BLOCK WILL BE 8"Xf "'Xlro„ PRECISION) SECTION. SCALE 1-1/2 SCALE1 -i -o _ HANGER / ONN_EC; RS _ . THE CONTRACTOR RAGTOR 15 SOLELY RESPONSIBLE SIBLE FDR ANF_ SHALL VERIFY THE WORKABILITY OF THIS BEAM HANGER / GONNEGTOR. CONTRACTOR SHALL SUBMIT ALL PLANS, MEMBER SIZ -4, ANGLES, SLOPES, AND I DIMEN510N5 NECESSARY FOR THE GORRECT FABRICATION OF THIS BEAM HANGER / CONNECTOR. THE ENGINEER OF RECORD SHALL, BE CONTACTED REGARDING ANY QUE5TION5, CONCERNS, OR ANY I DIFFERING LNG FIELD L CONDITIONS S INVOLVING THIS BEAM HANGER J CONNEGTOR" 4 F2F: HIP BF -At -1 1/4" STEEL 5!DE "EMBERS \ ' DRILL FOP -1/2" MACHINE.. BOLTS 1 1/2 ETBEL BASE PLATE -' 41/ b 12" # A-'--! _ . SCALE: ON DATE ENGR. CITY DATE CITY OF-Ft�NTN CALIFORNIA 464 9rockEon Avenue REV. REVISION, DESCRIPTION Prepared Under. The Supervision Of CIVIL STRUCTURAL ENGINEERS - --, �� 9 t -- NOTED SS DATE: s �, �.-�® e Q O MUNICIPAL CONSULTANTS l,J � �� �,'� ALAN; P GEOMATICS R�em0e CA 92506 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT F�.CI~IIT�C ,..� 04-22-2002 SURVEYORS/G S f _ .:: rzF /�a VAI_ D `>C'LD�y�rvc. PLANNERS T F APPRO . � , o� HIN TWO YEARS OF THE DA E O .— DRAWN 11 COMP+AENCE WIT �, z 09093 369-0700 � • 52-4454 ;- > > , NO. 057264 rn 159. South Girard Street •Hemet. Ca 9544 tsosl s H 1 A.DILIGENT MANNER PAFK FAX 909 766-8942 E-MAIL �oZa�aYl�.�st F ad...SHOWN HEREON AND CARRIED FORT N , w �,JACK BULIK ►1 T Exp.l 3/u� ? Fax C409> 369 4039 '; � .._ THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS O DESIGNED/BY: DIAL INC STANLEY E. STEELS CONDITIONS AND �l �l 4 � PHASE 1 TAL.L.G. BEFORE HAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDI? O S A BUILDING CONSUL NT, L.�� email.comwork- pe.nct :.. _,-: p ATE �� // Y: APPROVE BY: DRAWING Na.: 31 YOU DIG t : ; �FCAU� Date Y 0� CHECKED B � YOU DIG _ STANDARDS IN EFFECT. � _ . �... _ 2 1 ?' 2345 EAST HIGH MOUNTAIN DRIVE :.. • _;: ..:.. ,: . it ;Ilwww. e.neticomworks TOLL FRE 1-800-227-2600 s•, 73 {J10320 E. CWDO JOB N'U'MBER. DAT CANDY UTAH 84092 �i� EER R.C.E. 51152 A !Y /h NA SERVICE BY UNL�ERGRCIUND SERVICE ALERT ..„�:1 ,,p � _ - _ Cf E (N PtSI6M GaOdP A PUBLIC 801-495-1112 FAX;....801495-1114. � t,, .