Laserfiche WebLink
3 <br /> 2nd FLOOR <br /> L� LTP4 FRAMING PLATE AT 4'O.C. <br /> i SHIM GAP IF APPLICABLE z- INSTALL AS PER INSTLATION 'G'AS SHOWN IN LTP5 DETAIL. <br /> N' NAILS SHALL BE INSTALLED TO EXISITNG PLATE AND PROPOSED SHEATHING <br /> 2x8 BLOCKING ABOVE EACH PERLE ww <br /> C <br /> A <br /> R <br /> R <br /> C ' SI-UA EXISTING FLOOR PROPOSED 3.5"x9.5"GLB L, ' ``: ; <br /> TECHNICAL SERVICES Fb=1850 psi D <br /> / I E=1800 psi 11::?) <br /> Fv=250 psiDEC09 'Tz i I <br /> ENGINEERING DETAIL A CEALING / 4x8 HF2 PERLEN @ 4'O.C. i i 0.22"x6"SDWS TIMBER SCREWS AT 24"O.C. CITY OF EVERETT <br /> DRAWN BY: CASH M. CARR ' �' Permit Services <br /> SHEATHING: <br /> 15/32" PLYWOOD. NAIL:3"O.C. EDGES, 6"O.C. FIELD WITH 0.148"x2" NAILS. <br /> DATE: 1 1/22/2021 BLOCK AND NAIL ALL EDGES. <br /> 2x8 BLOCKING BETWEEN I I I LOCATION A-VERTICAL: INSTALL TO FRONT OF BEAM/END OF PERLENS D ECEUVII <br /> PERPOSED PERLENS BOTH ENDS 1 ' LOCATION B-HORIZONTAL: INSTALL BELOW PERLENS <br /> PAGE NUMBER: 4 <br /> ATTACH EXISTING TOP PLATE TO PROPOSED PERLEN: 3.5" NOMINAL DIAMETER,SCEDULE 40 PIPE COLUMN _ DEC 0 9 2021 <br /> 2x, SDWS 0.22"x6"TIMBER SCREWS EACH CONECTION , GALVENIZED OPTIONAL <br /> PRIMED AND PAINTED . CITY OF EVERETT <br /> HANG PROPOSED PERLEN FROM PROPOSED BEAM WITH: ' STRONG-TIE Permit Services <br /> 2x,SDWS 0.22"xl 0"TIMBER SCREWS EACH CONECTION I I LCC3.5-3.5 COLUMN CAP <br /> INSTALL AS PER MANUFACTER'S INSTRUCTIONS EXCEPT AS PER NOTE 8. <br /> INSTALL COLUMN CAP DIRECTLY FOOTING WITHOUT BASE PLATE,THEN INCASE IN <br /> -' CONCRETE COLUMN FOR POSTITIVE ATTACMENT AND COROSION PROTECTION <br /> INTEROR OF RESIDENCE 13 I BELOW GRADE. <br /> 0 11 2' 3' 4' 5' <br /> I Q I <br /> EXISTING RAILING <br /> I I I I I I 1 w 1 (NO CHANGE) NOTE: <br /> w i 1. EVAULATION OF THE ENTIRE FOUNDATION STRUCTURE IS RECOMENDED BY A <br /> U I LICENCED S.E.THIS PROPOSAL CONSTITUES A SUPPORT OF THE PORCH AND <br /> SCALE: 1" = 1 ' Z OVERHANG ONLY AND DOES NOT CONSTITUE APPROVAL OF THE EXISTING <br /> 15- 1 FOUNDATION. <br /> I w 1 1. i 1 2. WE RECOMEND THAT THE ENTIRE STRUCTURE BE EVALUATED FOR VOLINARILY <br /> 1st FLOOR _I_ I DECK SEISMIC AND WIND RETROFIT.SEISMIC AND WIND EVALUATION OF THE <br /> �__ ___ SRUCTURE IS OUTSIDE THE SCOPE OF WORK OF CASH M. CARR TECHNICAL <br /> EXISTING FLOOR JOISTS EXISTING DECK STRUCTURE SERVICES. SUPPORTING AND/OR LEVELING THE OVERHANG OF THE <br /> STRUCTURE IS THE EXTENT OF SERVICES PROVIDED. <br /> - -- - -- -- -- -- — 3. CONCRETE SHALL BE 2500 PSI OR HIGHER COMPRESSION STRENGTH. <br /> E+E Derck- Qt-w-r.1S 4. PILES AND COLUMNS SHALL BE 36ksi OR BETTER TENSLE STRENGTH <br /> EXISTING Fl OOR REAMS__ 11411 R'� 5. REBAR SHALL BE 60 ksi OR BETTER TENSLE STRENGTH. <br /> 6. MITIGATION OF HAZORDOUS MATERIALS SUCH AS ASBESTOUS SHALL BE <br /> THD14 STRAP EXISTING BEAM ' PERFORMED AS PER BEST PRACTICES BY A LICENCED ABAITMENT <br /> (POSITIVE CONECTION ONLY, DOES NOT PRESURE TREATED I CONTRACTOR. <br /> ONSTITUE SEISMIC UPGRADE OF ANY TYPE I�� 7. FOOTINGS SHALL BE PLACED ON COMPACT GRADE AS CONFIRMED BY A <br /> )) BLOCKING GEOTECHNICAL ENGINEER. <br /> 8. LCC3.5-3.5 COLUMN CAP MAY SUBSTITUE 4x, 1/4"SELF-TAPING 410 GRADE <br /> STAINLESS STEEL SCREWS IN PLACE OF FIELD WELD FOR CAP TO COLUMN <br /> .1 L CONECTION. <br /> GRADE I I 9. REVISIONS AS OF 11/22/2021 ARE NOTED IN BOLD. <br /> oI [ <br /> 1 1, 1 1 <br /> ADDITIONAL POSTS <br /> (DOES NOT SUBSTITUE FOR EXISTING SUPPORTS) o <br /> i <br /> to - 2x, #4 BAR DOWELS <br /> THROUGH COLUMN <br /> --_-, __—� 9__-.1 __ o : FOR SHEAR TRANSFER <br /> ---�_ __ Lu TO CONCRETE <br /> 0 -- <br /> � � 0 PIPE COLUMN TO BEAR ON FOOTING <br /> 'N4wnsc•P 0 (' 3.5'x3.5'SQUARE POST FOUNDATION ENCASE WITH CONCRETE 12"ROUND COLUMN <br /> c, ��+i t - oc IC) 3x, #4 BARS EACH WAY 4x,RE1#4 RCMENT: <br /> BAR <br /> VERTICALS <br /> w Q 90 DEGREE HOOKS TO FOUNDATION <br /> G',r CV rz 0_ BEARING ON COMPACT SOILS #3 BAR HOOPS,8"O.C. <br /> l5i 57° 9 ; AS CONFIRMED BY <br /> 'Y- Q GEOTECHNICAL ENGINEER <br /> + :'GI3S • <br /> $810_r- O 2'MINIMUM DEPTH. <br />