Laserfiche WebLink
, <br /> r <br /> 0 <br /> n <br /> ASH . CARR <br /> I LCI-1 NLCAL SEI-z.V1C.LS <br /> ENGINEERING PLAN <br /> BOLT FOOTING <br /> DRAWN BY:CASH M.CARR AS PER NOTE A <br /> - <br /> DATE:5/12/2022 <br /> z..' , <br /> , o•f.. <br /> PAGE NUMBER:2 ?� 0 <br /> 00 a <br /> 0 1' 2' 3' 4' 5' 2� BEDROOM ' <br /> I I I L. I. I mQ ,I • <br /> SCALE: 1/4"= 1' <br /> 2 i BEDROOM ' <br /> BEDRO•M EXISTING ROOF TRUSES <br /> / 2x,2x4 JACK STUDS / <br /> 1 KINGSTRAPS BOTH SIDES <br /> UNLESS STUD USED, ......... <br /> EXIST.LOAD TEARING WALL co <br /> z,,-±, 6'EXISTING PORTHOLE J <br /> 60 I NO DOOR HALL 3 "NC <br /> � bxb HF2 POST <br /> • <br /> z <br /> Ow o a^ BLOCK RIM JOIST BELOW <br /> 7, 6x6 HF2 POST TO BACEMENT FOUNDATION <br /> a BEAMS SPLIT AT RIDGE x : <br /> 0,., NO RIDGE ©...._.........L.m. ..... .. .._ . <br /> • <br /> O > BATH NOTE:EXISTING FLOOR PLAN IS FOR REFERENCE ONLY <br /> 3'EXISTING DOOR o DIMENTIONS REQUIRE VERIFICAITON <br /> w0 EXIST.LOAD BEARING WALL <br /> 0 ' • <br /> z < Q < a I DETAIL C BEDROOM <br /> co m illm m <br /> O O m o <br /> w , Q o p I cD' KIT�HEN <br /> to <br /> c v <br /> ib ROOF RIDGE <br /> HU48 BEAM HANGER w w w w <br /> INSTALL WITH: i a <br /> (14) 16d Nails(Header) I m n <br /> (6) lOd Nails(Joist) - <br /> FILL ALL ROUND AND REMOVE EXISTING.. <br /> TRIANGULAR HOLES DINING 'OOM i NON-LOAD BEARING WALL <br /> 1' 1DETAl1A s. <br /> REPAIR EXISTING TRUSS <br /> 4,1 <br /> AS PER DETAIL A2 <br /> 4 <br /> -.R BEARING POINT OF , <br /> BOLT FOOTING BEAM B: ADDITION ROOF JOIST. CHIMNEY <br /> AS PER NOTE A 3.5"x14"GLB y REINFORCE AS PER DETAIL D <br /> DETAIL B , <br /> 3x,2x4 JACK STUDS <br /> 3x,KING STUDS ' <br /> NOTE A: 6x,2x4 JACK STUDS <br /> FOUNDATION BOLTING HHGU5.62-SOS STRAP BEAM TO ADJACENT WALL LIVING ROOM <br /> FACE MOUNT BEAM HANGER TOP PLATE WITH <br /> WHERE FRAMING EXPOSED: INSTALL WITH: LSTA24 STRAP <br /> 1. ANCHOR SILL PLATE 12"FROM PLATE END AND 6'O.C. 1/4"x 2 1/2"Strong-Drive SDS 90 DEGREE BEND AROUND BEAM <br /> WITH 5/8"DIAMETER POST-INSTALL ANCHORS WITH 7" Heavy-Duty Connector ' <br /> N Rr • EMBEDMENT.USE PLATE WASHERS. screws,which are provided <br /> I 2. 2x ML26 BRACKETS FROM PLATE TO RIM JOIST EACH with the GU series.(Note:lag ' <br /> ANCHOR. screws will not achieve the <br /> 3. NON-MANDITORY:WE RECOMEND INSTALLING URFP same loads.) <br /> RETROFIT PLATES AROUND ENTIRE PERIMTER OF <br /> BACEMENT AT 6'O.C.FOR IRC EQUIVELENT <br /> FOUNDATION BOLTING.THIS IS RECOMENDED BUT NOT , <br /> REQUIRED.NO SEISMIC PERFORMANCE INPLIED. <br /> 4. NOTE:THIS DETAIL IS INTENDED AS A NON-MANDITORY <br /> ALIGNMENT WITH PERSCRIPTIVE FOUNDATION BOLTING. <br /> NO SEISMIC PERFORMINCE IS IMPLYED. <br /> t A. : lift, 0,?, NOTE NOTE B: <br /> NON-MANDITORY: <br /> ■ b •" }� DUE TO THE AGE OF THE STRUCTURE,WE RECOMEND THAT AN SE <br /> r ti BE CONSULTED REGARDING THE INSTALATION OF DEDICATED <br /> `4�r._ SHEAR WALLS BE INSTALLED ON ALL FOUR SIDES OF THE <br /> ,4 50570 0 44. STRUCTURE.SUCH SHEAR WALLS MAY CONSIST OF STANDARD <br /> 15/32"SHEATHING NAILED WITH 10d NAILS AT A MINIMUM OF 6" <br /> +.' FG1 - O.C.PANEL FIELD AND PANEL EDGES OR OTHER SCHEDULE AS ry <br /> -ssto'' -\°i <br /> .� PERFORMANCE IS OFFERED OR IMDETERMINED BY A LICENCED SE. OIDETERMINATION OF SEISMIC (J� <br /> 5/18/2022 <br />