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FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />12 <br />VARIES P') / <br />2x #2 SPF STUDS <br />@16" O.C. W/ (2) <br />16d TOENAILS T & B <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. <_ V-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />Y FOR WALL HGT. > V-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & Ii <br />@ 6" MAX FROM END OF 2 x PLATE E <br />(1) LAYER TYPE II (#30) <br />(2) #5 CONT. ON 3" <br />6 x 6 W1.4 x W1.4 N <br />UNDERLAYMENT FOR ROOF <br />CHAIRS (TYP.) <br />WWF OR FIBERMESH <br />PITCH > 4:12 <br />0 , <br />(2) LAYERS TYPE I OR TYPE II <br />6 _ <br />(#15 OR #30) UNDERLAYMENT <br />I m—' <br />D . T <br />FOR ROOF PITCH 4:12 OR LESS. I • <br />PRE ENGINEERED WOOD i <br />TRUSS @ 24" O.C. U.N.O. _ <br />HURRICANE ANCHOR @ EACH _ <br />TRUSS (SEE UPLIFT SCHED.) W/ 8" <br />METAL PL. UNDER EA. TRUSS <br />MOISTURE BARRIER TYPICAL INTERIOR BEARING <br />SHINGLE ROOF <br />7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G <br />NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION <br />SCALE: 3/4"=1'-0" <br />SN1 ELEV. VARIES FOR ADDITIONAL SLAB �,,S3 <br />- - - - INFORMATION. <br />5/8" OR <br />1/2" HIGH <br />ALUMINUM DRIP <br />STRENGTH CEILING <br />EDGE <br />BOARD PER CODE (OR 5/8" <br />ALUMINUM FASCIA <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />12 <br />N.O. 2x SUB FASCIA <br />ABOVE) W/DRYWALL <br />EE SOFFIT <br />SCREWS @ 7" O.C. <br />SHEET <br />CEILING & 8" O.C. WALLS <br />8"x8"X16" KNOCK -OUT <br />INSULATION PER <br />BLOCK W/ 1#5 CONT. <br />CHART ON FLOOR <br />FILLED SOLID W/GROUT <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />8" C.M.U. TYPICAL <br />STD. 90-HOOK (SEE DETAIL) <br />TYPE "S" MORTAR <br />ARCHITECTURAL <br />FINISH <br />1x2 PT WD FURRING @ 24" O.C. <br />1/2" GYPSUM WALLBOARD <br />(1) #5 VERT. IN FILL <br />U.N.O. <br />CELLS (SEE <br />FOUNDATION PLAN <br />FOR LOCATIONS) <br />1x4 P.T. BASE NAILER <br />4"x4" INSPECTION <br />31/4" BASEBOARD <br />PORT AT EACH <br />FILLED CELL TYPICAL <br />MIN, 2500 PSI CONC. SLAB <br />M <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />OfTO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />Llj <br />a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />- <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />(V <br />r <br />L � •� <br />a P <br />0 Y <br />[ <br />1' c z <br />� O <br />� <br />rM <br />e <br />� <br />6 MIL VAPOR <br />> <br />�r <br />Z <br />BARRIER <br />D <br />1 <br />D • � <br />r <br />COMP. SOIL. <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" MIN. <br />CLR. <br />(2) #5 REBAR CONT._/1'-4" <br />ON 3" CHAIRS TYP. <br />V(1 STORY) <br />STD. HOOK (SEE <br />U.N.O. <br />4■ <br />-8" (2 STORY) <br />) <br />TYPICAL WALL SECTION <br />q <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Y2" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE <br />BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB <br />14 <br />PAVERS <br />O.H.D. RECESS <br />`r <br />M <br />a <br />T" <br />:•,:. <br />4' — <br />0? <br />SEE A/S3 OR J/S6 <br />0T13" <br />- <br />FOR REINF. INFO. <br />MIN. CLEARANCE <br />1' <br />" (1 STOR <br />) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' <br />" (2 STOR <br />) <br />GARAGE DOOR SLAB RECESS <br />J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />7P7 <br />bzi- <br />5/8"OR 1/2" HIGH STRENGTH <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />GARAGE W/A HABITABLE ROOM <br />ABOVE) - <br />S.P.F. DOUBLE <br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ <br />(12)10d NAILS <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. <br />SHEATHING REQ'D. FOR ALL - <br />EXTERIOR OR SHEAR WALLS AS <br />INDICATED ON THE PLAN. ATTACH <br />SHEATHING W/ 8d COMMON NAILS @ <br />4" O.C. @ BOUNDARIES, 6" O.C. @ <br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD <br />SLAB & BLOCK 5/810 x 10" "J" BOLT @ 24" O.C. W/ _ <br />2""x3/16" PLATE WASHER (TYP.) <br />`'' ELEV. 0'- 0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. <br />OL OR 5/8"x10' WEDGE ANCHOR @ 24" <br />A.F.F. O.C.) 211- <br />° <br />a (-,.31/2" MIN. <br />° ° ° , ° ° ° a ELEV. 4-31/2" z <br />�r <br />"UM <br />�I <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />5/8"OR 1/2" HIGH STRENGTH <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />(U.N.O.) (OR %" GYP. TYPE "X" @ <br />EACH END (WHEN PARALLEL) <br />GARAGE W/A HABITABLE ROOM <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />(10)10d NAILS WHEN TRUSS ALIGNED WITH <br />S.P.F. DOUBLE <br />STUD BELOW <br />TOP PLATE <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. <br />SIMPSON SP2 w/ <br />(12)10d NAILS <br />(1) ROW 2x BLOCKING @ MID HGT. FOR WALL <br />5/8" x 10" "J" BOLT @ 24" O.C. W/ <br />HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS <br />27x3/16" PLATE WASHER (TJAND <br />FOR WALL HGT. > V-6". <br />(ALT: 1/2"x12" TITEN HD @ <br />INSULATION PER CHART ON FLOOR PLAN <br />O.C. OR 5/8"x10' WEDGE A <br />@ 24" O.C.) <br />"SIMILAR AT FOUNDATION <br />SIMPSON SP1 w/ (10)10d NAILS <br />IF NOTED, THIS REFERS T <br />STEP, SIZE OF FOUNDATIO2x <br />P.T. BOTTOM PLATE <br />REINFORCEMENT AND WIL6 <br />x 6 W1.4 x W1.4INCLUDE <br />THE WALL <br />WWF OR FIBERMESH <br />ATTACHMENTS <br />�31/2" MIN. <br />4 2x4 • • �! ar'-11 <br />�_ShodGARAGE DEPTH VARIES 1H1=j <br />1. <br />F911 <br />41 <br />—' -11.`-ll—b�II�II <br />CONT. 111, <br />U.N.O. <br />GARAGE B AT STEP rB TYPICAL BEARING WALL (ED STEP (ED SHEARWALL A <br />SCALE: 3/4"=V-0" S3 <br />"SHEAR WALL" SCALE: 3/4"=V-0" S3 <br />os�c� <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs•VS <br />NAILED W/ 8d COMMON NAILS @ 4" O/C <br />2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. <br />2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 1�M�N�As <br />LOAD BEARING OR <br />INSULATION PER FBC AND ENERGY <br />EXTERIOR WALL <br />8" C.M,U. <br />FORM SUBMITTED WITH PERMIT <br />1"x P.T. STUD <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />APPLICATION <br />#5 VERT. IN FILLED CELL <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />SEE CC/S3 OR <br />ccl <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />"J" <br />5/8"" x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL <br />BOLT INFO. <br />5/8"x6" BOLTS BOLT <br />PLATE WASHER TYPICAL <br />3RD LAYER 1/8"THICK. <br />K.O. BLOCK <br />(IF UP LIFT ON <br />24" O.C. VERT. OR <br />LL <br />WALL SEE GG/S3) <br />8" x 6" EPDXY BOLT OR <br />(6)1/4"x31/4" TAPCONS <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />6 x 6 W1.4 x W1.4 WWF OR <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />2X PT PLATE <br />20" MIN. LAP 124" MIN. LAP] <br />TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />EACH END (WHEN PARALLEL) <br />SEE UPLIFT SCHEDULE FOR UPLIFT <br />CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />(10)10d NAILS WHEN TRUSS ALIGNED WITH <br />STUD BELOW <br />2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />U.N.O. <br />1) ROW 2x BLOCKING @ MID HGT. FOR <br />WALL HGT. < V-6". (2) ROWS 2x BLOCKING <br />@ 3rd PTS FOR WALL HGT. > 8'-6 <br />NSULATION PER CHART ON FLOOR PLAN <br />SIMPSON SP1 w/ (10)10d NAILS <br />2x P.T. BOTTOM PLATE <br />6x6W1.4xW1.4 <br />1 WWF OR FIBERMESH I <br />. n I <br />31/2"(min.j-4" <br />SCALE:3/4"=V-0" \ S3 <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. <_ 8'-6". (2) <br />NOTE: <br />ROWS 2x BLOCKING @ 3rd PTS <br />SEE SECTION C/S3 FOR <br />FOR WALL HGT. > 8'-6". <br />ADDITIONAL INFORMATION <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIMPSON SP1 w/ <br />SIDE IF APPLICABLE. <br />(10)10d NAILS <br />5/8"DIA. EXPANSION BOLT @24 " O.C. <br />2x P.T. PLATE <br />W/ 7" EMBEDMENT (MIN. SHEAR <br />SPACE ANCHOR <br />n MY_F�L_ <br />3500#, MIN. TENSION 2600#) _' <br />A - A %AM A - W, , <br />FIBERMESH BAR <br />TYP. ASSUMED FINISHED 6o2x P.T. PLATE —1 .►;� <br />"—#3 OR #4 REINFORCING BAR <br />.r <br />I, I ■ •40k■.— a--;u. u; I► u—u--u—■ <br />/ GRADEFINISH [GRADE.,DE 40 .0 <br />25"MIN. LAP PT MIN. LAP] <br />FOOTING MONO SHOWN <br />Il III �Illh�ma <br />ll.�ll. � =lrax �r .- •- <br />,COMP. SOIL. (COMPACTED TO <br />_�_���=I <br />► ► . ail h�h��h�1�11,MJAP�RIKII IF <br />95% MODIFIED PROCTOR ASTM <br />• <br />Il�ll1. 11.s.11�1P. -1=1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />° " v GRADE <br />JIM° - <br />° (1) #5 REBAR w/ OPT. <br />r:F:W1A 119I I I I I CREN ENCLOSURE <br />MIN. <br />THICKENED SLAB EDGE K'T <br />SCALE: 3/4"=1'-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT <br />13 O.H.D. RECESS E !6 <br />N <br />M <br />r <br />SEE A/S3 OR J/S6 L I , , , , _ <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'4" (1 STC RY) <br />V-8" (2 STC RY) <br />GARAGE DOOR SLAB RECESS ,J <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />ax <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SCALE:3/4"=V-0" S3 <br />1/2" GYP. BD. <br />P.T. 2x <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-091 J CONT. BEAD SEALP& <br />• INTERIOR <br />a. . a. -3 1/2" <br />CONCRETE NAILS W 1 1/2 <br />EMBEDMENT @ 12" O.C. <br />STAGGERED, FROM BOTTOM <br />PLATE TO CONCRETE <br />(MIN. SHEAR 180# MIN. <br />TENSION 120#) CONCRETE SLAB <br />m A <br />E_ <br />N <br />M 6 MIL VAPOR _ <br />BARRIER <br />ON 3" CHAIRS <br />36" MIN. LAP [36" MIN. LAP] <br />10" <br />8„ <br />V-4" 8"(TMP ) <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />F <br />WALL W/ UPLIFT <br />rG <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />S3 <br />VARIES <br />SEE PLAN <br />1 1/2" RECESS FOR <br />6 x 6 W1.4 x W1.4 <br />FRAME -DOWN FALSE BEAM w/ (3) <br />SEE ROOF PLAN <br />S.G.D. (U.N.O.) <br />WWF OR FIBERMESH <br />10d NAILS TO TRUSS TOP CHORD <br />FOR TRUSS <br />AT 24" O.C. MAX. _ • " <br />" <br />CONNECTION INFO <br />° ' <br />SEE PLAN FOR <br />&LAYOUT DESIGN <br />TOP OF BEAM <br />a <br />SEE ROOF PLAN <br />�p <br />C <: °. ° ° <br />d C <br />(2) HTS20 <br />FOR STRUCTURAL <br />.- <br />° <br />BEAM SIZE & <br />N <br />a <br />CONNECTION INFO <br />M " 4 <br />2x4 #2 SYP P.T. FRAMING w/ SEE AIS3/J/S6 <br />MIN 7/16" O.S.B. SHEATHING 8" <br />z ATTACHED PER NAILING FOR REINF. INFO. <br />w SCHEDULE OPTION #1 <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />j w 6x6 P.T. #2 SYP SLAB INFORMATION <br />g <br />w <br />0 <br />W <br />ABU66 <br />SLAB STEP & RECESS S.G.D. rM <br />—2X STUDS @ 24" O.C. U.N.O. <br />SEE DETAIL 16/D1 FOR <br />SECURE 2x4 P.T. BTM. PLATE <br />COLUMN TO PORCH SILL <br />w/ 1/4"x3"TAPCONS <br />AT 8" O.C. <br />MASONRY WALL AND <br />GARAGE <br />ATTACHMENTS & 18/D1 <br />PAD FOOTING <br />�1/2" GYPSUM WALLBOARD U.N.O. <br />FOR COLUMN TO BEAM <br />TRIM PER PLAN <br />8" MASONRY WALL <br />W/ DRYWALL SCREWS @ 8"O.C. <br />ATTACHMENTS <br />EXTEND FILL CELLS <br />TO FOUNDATION PAD 9 v <br />—INSULATION PER CHART <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL[L <br />MAT REINFORCING. M ' <br />ON FLOOR PLAN <br />SIZE VARIES PER PLAN <br />CONT. BEAD SEALANT Ci <br />w/ MIN. (2) #5 VERTICALS <br />z ADE <br />g <br />a 41 ° <br />Erb, <br />FILLED SOLID (SEE PLAN FOR <br />= __ __ = <br />a d <br />` 6 x 6 W1.4 x W1.4 (mod <br />SIZE AND REINFORCEMENT) <br />c� I =1 ° <br />° = I I=111-1 I I=1' <br />WWF OR FIBERMESH ) M <br />? � w p I—III=I <br />—1 Li=I 11 1111 IF, I 11 w <br />4" 4" <br />INTERIOR WALL SLAB STEP NON-BRG. K <br />SCALE:3/4"=V-0" S3 <br />BRICK <br />1 1 I <br />�i�i■I� <br />r <br />r <br />, <br />COMMUNITYNDATION <br />n <br />FOOTING WIDTH <br />AD INFO. <br />Ali <br />SEE SCHEDULE <br />TAPERED COLUMN FRAMING D1 <br />a <br />0 <br />tw <br />0 <br />_. Q <br />?110,�'yOF E S S \ 0\A <br />`+^, <br />To the best of the Engineers knowledge, informallon and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2017 Florida Building Code - <br />Residential 8th Edition. Engineers signature and seal Is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />F <br />a <br />E <br />oo�8t�Opie <br />CO N N C n-o LL LL <br />M # <br />7 LL N LL LL d R <br />- <br />it <br />co <br />611 as i 0 <br />1131 Z <br />a�nz° <br />0 <br />OJ0 <br />�: <br />W <br />a2N mm <br />i ETrn c 0 <br />L Z <br />T p .C. 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