Laserfiche WebLink
TYPICAL 4" X 4" BOX <br />POST'S <br />SIMPSON 5C4R AT TOP <br />SIMPSON AB144 AT BOTTOM <br />ROOF PLAN <br />TRUSS DESIGN SUBJECT TO MANUFACTURERS <br />ENGINEERED DRAWINGS AND WILL TAKE PRECIDENT <br />1/411 -I.-OR <br />(WHEN SHEAR LENGTH IS LESS THAN 21-011 <br />- <br />USE ELMERS OR EQUAL WOOD GLUE IN ADDITION TO NAILING) <br />MASONRY SHEAR WALLS BEGIN WITH A 05 VERTICAL <br />BAR FROM FOOTING TO TIE BEAM AND END WITH THE <br />SAME. FILL CORES WITH CONCRETE EQUAL TO 3,000 <br />P.S.I. 6 28 DAYS, <br />SHEAR PANEL - CONSISTS OF 1/2" CDX PLYWOOD <br />NAILED WITH 8d COMMON NAILS ALSO GLUE WHEN <br />POSSIBLE 3" O.C. EDGES 4 4" O.C. FIELD, ALL OTHER <br />PLYWOOD BETWEEN SHEAR PANELS 15 NAILED WITH ad <br />STUD (TOP 4 BOTTOM), <br />COMMON NAILS 4" O.C. EDGES 8" O.G. FIELD. ALL <br />PLYWOOD EDGES (IN SHEAR PANEL AREAS) <br />SUPPORTED BY 2x4. SHEAR PANEL ENDS w/ (2) <br />SIMPSON CMST (STRAP) (OR EQUAL) NAILED TO EA. <br />SHEAR WALLS <br />NOTE: ALL MASONRY PERIMETER <br />WALLS ARE TO BE CONSIDERED <br />SHEAR WALL SEGMENTS EXCEPT <br />AT DOOR AND WINDOW OPENINGS <br />AND WALL LENGTHS LESS THAN <br />21-8" IN LENGTH. <br />1. ALL FOOTINGS SHALL BEAR IN <br />EXISTING VERGIN SOIL, <br />2, ADJUST HEIGHT OF FOUNDATION <br />STEMWALLS OR MONO -POUR <br />AS NECESSARY TO COMPLY WITH <br />ABOVE REQUIRMENT. <br />3, SEE OTHER SHEETS IN THIS SET FOR POST <br />ANCHOR TYPE (TYP.) <br />4. CONTRACTOR TO COORDINATE W/ TRUSS <br />MANUF. TO DETERMINED IF FOOTING WILL BE <br />NECESSARY TO SUPPORT ROOF/ SECOND FL.) <br />SIMPSON HUC412 "1/(22) <br />I&d NAILS TO BLOCKING <br />4 10-I0d TO BEAM <br />(2) 2X12 STP. BLOCKING <br />BETWEEN STUDS - HANGER <br />2X STUDS <br />(8) 16d NAILS EA. END <br />(2) SIMPSON SPI W/ <br />(IO) IOd NAILS (ONE <br />EA. FACE • BLOCKING) <br />WALL "A" ISOMETRIC SIMPSON HUC412 CONNECTION 5 <br />aTES 6" FRONT AND REAR LEDGER CONNECTOR <br />UALL <br />WITH <br />NAILS <br />!i AND <br />;AFTER. <br />FLOOR SLAB OF PLANT MIX CONCRETE <br />3000 P.S.I. 4" THICK WITH FIBER -MESH <br />REINFORCEMENT OVER TERMITE TREATED <br />SOIL WITH 6 MIL. POLYETHYLENE VAPOR <br />BARRIER OVER COMPACTED CLEAN FILL <br />OR <br />FLOOR SLAB OF PLANT MIX CONCRETE - <br />3000 P.S.I, 4" THICK WITH 6x6 10/10 <br />GAUGE REINFORCING MAT. WITH MIN 1" C14 <br />COVER TERMITE TREATED SOIL WITH - <br />6 MIL. POLYETHYLENE VAPOR BARRIER Q <br />OVER COMPACTED CLEAN FILL, m <br />FOUNDATION NOTE <br />A FOUNDATION SURVEY SHALL BE PREFORMED <br />AND A COPY OF THE SURVEY SHAL BE ON THE <br />SITE FOR THE BUILDING INSPECTORS USE, OR ALL <br />PROPERTY MARKERS SHALL BE EXPOSED AND A <br />STRING STRETCHED FROM MARKER TO MARKER TO <br />VERIFY REQUIRED SETBACKS. <br />42'-0" <br />251-511 <br />51-0" <br />111-i" <br />8" X It," THICKENED EDGE <br />W/ (3) 9 RODS, CONT. Nk - - - - - , <br />I I <br />41-411 '1-41' -4"® 121-41101 <br />HOSE ' � - ' - <br />' t <br />- - - - - - - - - - - - - - - - - - - - - - - - - - - I I <br />I DI$i i I Do 0 <br />I. <br />R r� <br />" " I 11 I 1- " I - II ee <br />10 x 20 CONC. � 3 -4 2 10 S16 <br />= FTG. W/ 3 05 RODS <br />�4 Iuw- <br />ON CHAIRS o <br />1 <br />1 IP <br />1 <br />; <br />' 21-SII 31-111 <br />I1 v <br />Ilk; 3 <br />1 <br />1 <br />1 <br />� ��11111�111111111[�IIIIIIIIIIIIII� <br />MIN - <br />u <br />INDICATES FILLED CELL FROM <br />FOOTER UP TO TIE BEAM W/ <br />CONC, t (1) *5 ROD VERT, <br />ALL PLACES SHOWN <br />21" MIN, LAPPING <br />I <br />I <br />I <br />1 � 1 <br />1 <br />I <br />I <br />1 <br />1 <br />_ 1 <br />1 <br />4 1 <br />1 <br />--------------------------------------------------------------------------------------------------------------- <br />■■■■■■r� 1 1 r' .■■■■■■■■■■■■■■. 1G I ��L�i Ir•■■■■■■■ • .1 I■■■■M■■■S II111------ <br />' 3'-O" x 4'-0" _ 6 -0" x 4'-O_' 6:Q x 4'-O" <br />`- --- --- 11 --- --- Q'=Q11 - i BBWCTE ------------------ i -------- - ------------------- lo'--- - ---- --- 4�-411 , <br />4'-4:J v 1 <br />-411 , <br />O <br />I 1 <br />F.I <br />1 8" X I6" THICKENED EDGE <br />`-------------------------' W/(3)•S RODS, CONT. <br />FOUNDATION FLAN <br />421-o11 <br />221-0" <br />1/4" -I,-Oil <br />w <br />0 z n <br />N z <br />�z�n <br />LO zoo <br />ct u�u- <br />mQ� <br />® w ` fn t <br />Y L <br />o <br />O <br />O <br />lu <br />a <br />z <br />1L <br />z <br />z <br />z <br />11.. <br />wz <br />ui <br />Anz pQ <br />o <br />QUw zU <br />�Qo�Oz <br />%lut=W�9 <br />$ <br />z; M tea <br />�r Q <br />9�W??Liulc� <br />4 .ae y ua If- %J <br />�_�4U►-a <br />V/ <br />JU <br />,`,nn <br />VI <br />Q <br />W <br />v <br />U <br />4 <br />Q <br />} <br />c'4 <br />z <br />O <br />. <br />Q <br />0p <br />LU <br />O <br />�i <br />-.� <br />W <br />Q <br />.4 <br />(L <br />aD <br />A/ <br />W <br />2 <br />a <br />ac <br />. <br />Itl <br />H <br />Q <br />Q <br />z <br />O <br />TD <br />w <br />w <br />7 <br />J <br />0- <br />0- <br />z <br />m <br />6 <br />O <br />Q <br />rt <br />} <br />0 <br />a <br />a <br />Q <br />SHEET NO. <br />A-2 <br />O <br />m <br />r <br />n <br />m <br />