Laserfiche WebLink
GAEBALE I$ FIRST COMMON RUSS <br />®2 E 41CH BLOCKING. <br />SEE ELEVATION FOR FINISHES <br />ON 1/2" COX PLYWOOD W/5d <br />® 6"O.C. EDGE5 <br />(I) 5IMP50N 5P1 i6@ TOP*PLATE. <br />BLOCK MIDHEIGHT. <br />2"X 6" PT PLATE W/I/2"X 8" <br />J-BOLT ®48"O.G. <br />(2) 16d TOENAILS —\ <br />INTO EACH LEDGER. <br />2 "x 4" BLOCKI N6 SPACED ® 48" 0/0 <br />4 TRUSSES (TOP CHORD) <br />—2"x 4" LEDGER. (2) 12d <br />TO EACH 7RU55 NEB. <br />(2) 2 "x4" D I A6. BRAG I N6 <br />SPACED ® 32" 0/C <br />(5) 8d NAILS INTO <br />GABLE END STUDS. <br />PRE-EN6. COMMON <br />7RU55E5 @24"O.G. <br />(I) SIMPSON HETA20 ®32" R•35 IN5UL. (MIN.) <br />O/G RUN UP STUDS. (I)51MP50N 1/2" GYPSUM DIAPHRA <br />5P1 @ EVERY OTHER STUD. 5d COOLER NAILS @ E <br />A SA5LE5EC71ON <br />S2 SCALE: N.T.S. <br />2"x 6" L- BRACE <br />ATTACHED W/ 16d NAILS (2)2 "x 4" DIAGONAL BRAG I N6 <br />4" O/G TYPICAL ATTACHED W/ (5) 8d NAILS <br />GABLE TRUSS WEB <br />5L ENO I CONAL A77 C 1�1 N7 <br />SCALE: N.T.S. <br />nr--ll1,,A1h1 I nl7 <br />GROUTED GE <br />u <br />C <br />DOWEL LAPPE <br />W/WALL REI <br />ON71 NUN 1 I NCO � N 1:7A L <br />SCALE: N.T.S. <br />'1�117�AIAI 1 An <br />SCALE: N.T.S. <br />mo- <br />PRE-ENGINEERED WOOD TRUSSES <br />AT LEAST ONE TRUSS OVERLAP SPACE <br />INIMUM (2) 126 PER JOINT <br />MINIMUM I"x4" TRU55 BRACING <br />A�r V=I ICI r= Ao- 11\Io I=lr� A II <br />/-1%NL t'IU1G <br />E AL N i I L <br />S2 SCALE: N.T.S. <br />TRU55 BOTTOM CHORD OR <br />H2.5 SIMP50N OR HGDP U.S.P. INSULATION 2" X 4" BLOCKING W/ 2 - <br />16d TOE NAILS ® EACH END <br />NOTE: 2 - 16d NAILS @ -� <br />24" O.G. OR EQUAL TO <br />H2.5 5IMP50N OR HGDP U.5.P. <br />DOUBLE TOP PLATE 7RU55 BOTTOM CHORD OR <br />BLOGKIN6 CAN BE USED <br />UN LIEU OF 51 M50N 5TC <br />STRAP <br />2" X 4" 57UID <br />16" O.G. <br />(1) ROW 2X4 BLOCKING ® MID HGT. FOR WALL <br />H6T. { 5'- 6". (2) ROWS 2X4 BLOCKING <br />3rd P75 FOR WALL HGT. > 8' - <br />1/2" DRYWALL <br />1/2" cP X 8" ANCHOR BOLT ® 24" O.G. W/ 2' <br />(P X 3/16" PLATE WASHER (TYP.) <br />H2.5 SIMF50N OR HGDP U.S.P. <br />2" X 4" PT PLATE <br />SPACE ANCHOR <br />BOLTS 6" MAX. FROM <br />END OF 2" X PLATE. <br />If <br />as <br />a <br />(2)#5 CONT. <br />SCALE: N.T.S. <br />12" 1.3'-C " <br />5HIN6LE5 / TILE TO BE <br />FASTENED AS PER <br />MANUFACTURERS <br />SPECIFICATION FOR WIND <br />SPEED. CONTRACTOR TO <br />PROVIDE MANUF. <br />DOCUMENTATION TO <br />INSPECTOR. <br />5/8" COX OR Icl/32" <br />OSB 5HEATHING <br />FASTENED TO <br />TRUSSES W17H 8d <br />COMMON WIRE NAILS <br />® 4"0/C <br />BOUNDARIES&" O/C <br />EDGES 4 5" O/C <br />FIELD <br />1/2" GD (CEILING <br />DENSITY BOARD) <br />W/ i 3/8" DRYWALL <br />NAILS OR DRYWALL <br />SCREWS 7" O/C <br />CL6. $ 8" O/C, WALLS <br />IX P.T. NAILER <br />5TD. cf0° HOOK <br />SEE DETAIL TH15 SHEET <br />R4.2 MIN. INSULATION <br />ON EXT. BLOCK WALLS <br />IX WD FURRING <br />@24" O.G. <br />1/2" 6YP5UM <br />WALLBOARD U.N.O. <br />2.G. <br />z IX P.T. BASE NAILER <br />BASEBOARD <br />H2.5 SIMPSON OR HGDP U.S.P. <br />�- INSULATION <br />2 X 4" TOP <br />PLATE <br />2" X4" STUD ® 24" O.G. <br />MAX. <br />,LL <br />LTI X - CF <br />DUAL ® 12" <br />FRED FROM <br />TO CONCRETE <br />PLATE <br />6" X 6"- W1.4 X W1.4 OR FIBER <br />MESH ON (o MIL VAPOR BARRIER OVER <br />GLEAN COMPACTED TERMITE <br />TREATED FILL <br />TIAL IN7IO <br />NON IN67 7A <br />SCALE: N.T.S. <br />PRE-ENGINEERED WD TRU55 @24" O.G. U.N.O. <br />GRANGE PEAL AND 5TICK UNDERLRYMENT z-KNOGK-OUT BLOCK NI(I) #5 <br />R-5a MIN. INSULATION <br />HURRICANE ANCHOR © EACH TRUSS <br />(SEE UPLIFT SCHEDULE) <br />SHINGLES OR CONCRETE TILE <br />5HIN&LE ROOF 5Y57EM TILE ROOF SYSTEM <br />1/2" COX OR 17/52" OSB RADIANT BARRIER <br />SHEATHING FASTENED TO <br />7RU55E5 WITH ad COMMON WIRE <br />NAILS @ 4"O/G BOUNDARIES&" <br />O/G EDGES 4 all O/C FIELD <br />DRIP <br />FASCIA BOARD <br />• �• ••_ <br />-, - • -. ; • - <br />Milli <br />Ilil� <br />NEI <br />MEN <br />MINE <br />Milli <br />1111100 <br />NEI <br />MEN <br />Milli <br />■mill <br />MINE <br />�1181 <br />Ilil� <br />FILLED CELL W/ (1) #5 VERTICAL <br />8"XS"XI&" KNOCK -OUT BLOCK <br />W/ 1#5 CONT. FILLED <br />N07E5: SEE FDN. PLAN FOR LOCATION <br />W/ 25CO P.S.I. CONCRETE <br />O <br />FILL LINTEL AND ALL CELLS ABOVE LINTEL. <br />2 <br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. <br />all G.M.U. TYPICAL <br />4 <br />3 <br />SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. <br />TYPE "S" MORTAR <br />OPENIN65 LESS THAN OR EQUAL TO &'-O" IN WIDTH <br />DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT <br />DECORATIVE COATING <br />UNLESS NOTED ON FLOOR PLAN. <br />7 1 CAL L I N7L AML <br />(�L <br />(1) #5 VERT. REBAR IN FILLED <br />GELL5. 5EE FOUNDATION PLAN <br />FOR LOCATION. <br />8" G.M.0 WALL w/ DURO-WALL <br />HORIZONTAL WALL REINFORCEMENT <br />AT EVERY 2nd. COURSE GONT. <br />4"X4 INSPECTION PORT <br />AT EACH FILLED CELL TYPICAL <br />MIN. 5000 P51 z <br />GONG SLAB <br />&X& W1.4XW1.4 WWF _ HEADER BLOCK U.N.O. <br />U) <br />N LAP SPLICE <br />or <br />\/� \ E O # GRADE <br />, <br />6 MIL VAPOR BARRIER NOTES: 1. FILL ALL CELLS <br />GLEAN POISONED AND COMP. x" ' \// /% // • Z - WHEN STEM WALL 15 <br />SOIL. (Q5Y MODIFIED PROCTOR '�. �.\\\�j\�/ BETWEEN 24" AND <br />PER A5TM D 1557) 40 IN HEIGHT <br />ABOVE GRADE. <br />5TD. q0° HOOK <br />(2) #5 REBAR GONT. MIN. GL (SEE DETAIL) <br />2. FOR STEM WALLS <br />ON 3" CHAIR ol 16 GREATER THAN 40" <br />HI6H- CONSULT <br />ENGINEER <br />SCALE: N.T.S. <br />Ix P.T. BASE NAILER <br />BASEBOARD <br />&x& W1.4xNI A WWF <br />4"x4" INSPECTION PORT AT <br />EACH FILLED CELL TYPICAL <br />N STD. q0° HOOK <br />(, EE DETAIL) <br />- Z_ <br />SCALE: N.T.S. <br />2"x 5TUD5 a 16" O.G. <br />8" G.M.U. <br />LOAD BEARING Of <br />EXTERIOR WALL I 1 = �-SINGLE 2"x P.T. STUD <br />I&d NAILS <br />16" O/C TYP. <br />l a V <br />A. <br />6 MIL VAPOR / a °\/� z <br />BARRIER <br />MIN. GLi GLEAN P015ONE17) AND COMP. <br />(2) #5 REBAR CONT. I SOIL. (COMPACTED TO 1 f 5% MODIFIED <br />ON 3" CHAIRS TYP. 16 PROCTOR ASTM D1557) <br />U.N.O. <br />CONTRACTOR TO PROVIDE 501L TREATMENT <br />DOCUMENTATION TO INSPECTOR FOR REVIEW. <br />AL.7 N71= 1�IONO 007IN <br />SCALE: N.T.S. <br />NOTE: <br />SEE SECTION C/52 <br />FOR ADDITIONAL <br />INFORMATION <br />SIMPSON 5P4 CONNECTOR <br />2 "x PLATE <br />(2) #5 GONT <br />SCALE: N.T.S. <br />(1) ROW 2x 5LOGKIN6 FOR <br />WALL H6T..8'-6". (2) ROWS 2x BLOCKING <br />FOR WALL HGT. > <br />1/2"0 WEDGE TYPE <br />ANCHOR BOLT ® 24" O.G. <br />W/4" MIN. EMBEDMENT <br />all I 16" 18" <br />NOTE: <br />HILTI 1/2"cP KWIK BOLT 11 <br />W/ 6" EMBEDMENT MAY BE <br />USED IN LIEU OF ANCHOR <br />BOLTS. <br />SCALE: N.T.S. <br />17 CELL <br />® 24" <br />' NCHOR <br />SEE FLOOR PLAN <br />FOR HEADER CONN. <br />2-ROW5 I&d NAILS STAGGERED <br />16" O/C EACH FACE OR 3-ROW5 <br />16d NAIL5 STAGGERED ® 16" O/C <br />FOR 2"xIO" OR GREATER HEADER <br />SEE FLOOR PLAN FOR <br />HEADER SIZE <br />2"x4„ <br />CRIPPLE <br />(1)2"x4" <br />STUD <br />TRIMMER <br />TYPICAL <br />STUD (TYP.) <br />SEE <br />FLOORPLA <br />FOR <br />SEE FLOOR PLAN FOR <br />COLUMN <br />CONNECTION <br />51ZE <br />} <br />i P.T. BOT. PLATE <br />UPLIFT CONNECTIONS REQUIRED <br />AT LOAD BEARING WALL5 ONLY <br />ALL �4A r�)7 I <br />SCALE: N.T.S. <br />DOUBLE IOd <br />-:�)St„ <br />TOP SPLICE <br />NOTE: V/ <br />PLATE LEN67H5 MU57 BE <br />SCALE: N.T.S. <br />IOd ® 8" O/C <br />BOTTOM SPLICE <br />OVER STUD <br />z <br />O <br />CL <br />v <br />W <br />A <br />} <br />Cp <br />W <br />J <br />CD <br />N <br />Q <br />N <br />} <br />Lu <br />W <br />W <br />Q <br />W <br />CCl <br />Z <br />V I <br />LU <br />A <br />< <br />to <br />Z <br />3 <br />O <br />— <br />� <br />N <br />V <br />tu <br />3: <br />n <br />+sue <br />t <br />iL <br />~mLu <br />N <br />7— <br />lO <br />V <br />PROVIDED BY: <br />1385 OAKFIELD DR <br />BRANDON FL 33511 <br />813.313.0045 <br />335 <br />e <br />Not-, <br />LL <br />DATE <br />7/8/2019 <br />SCALE: <br />SHEET: <br />5-1 <br />