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4 <br />S <br />FOR UNDERLAYMENT <br />REQUIREMENTS SEE R905. <br />12 <br />VARIES / <br />5/8" OR 1/2" HIGH---- <br />STRENGTH CEILING <br />BOARD PER CODE (OR 5/8" <br />GYP. TYPE "X" @ GARAGE <br />W/A HABITABLE ROOM <br />ABOVE) W/DRYWALL <br />SCREWS @ 7" O.C. <br />CEILING & 8" O.C. WALLS <br />INSULATION PER -J <br />CHART ON FLOOR <br />PLAN <br />1x2 P.T. HORIZONTAL <br />NAILER <br />STD. 90-HOOK (SEE DETAIL <br />2x #2 SPF STUDS <br />@16" O.C. (2) <br />16d TOENAILS T & B <br />(1) ROW 2x BLOCKING @ MID <br />HGT. FOR WALL HGT. s V-6". (2) <br />ROWS 2x BLOCKING @ 3rd PTS <br />FOR WALL HGT. > 8'-6". <br />1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z <br />APPLICABLE. d <br />2x P.T. PLATE <br />1/4" DIA. X 31/4" TAPCONS @ 24" O/C & <br />@ 6" MAX FROM END OF 2 x PLATE <br />(1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 <br />UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH <br />PITCH > 4:12 0 ° <br />(2) LAYERS TYPE I OR TYPE 11 A <br />(#15 OR #30) UNDERLAYMENT - O° . p <br />FOR ROOF PITCH 4:12 OR LESS. -I. - '- <br />PRE ENGINEERED WOOD - Pip <br />TRUSS @ 24" O.C. U.N.O. _ - <br />HURRICANE ANCHOR @ EACH _ <br />TRUSS (SEE UPLIFT SCHED.) W/ g - <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 GG <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 />-ALUMINUM DRIP <br />EDGE <br />ALUMINUM FASCIA <br />-2x SUB FASCIA <br />-SEE SOFFIT <br />SHEET <br />8"x8"X16" KNOCK -OUT <br />BLOCK W/ 1#5 CONT. <br />FILLED SOLID W/GROUT <br />-8" C.M.U. TYPICAL <br />TYPE "S" MORTAR <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 />co <br />AT GARAGE CONTRACTOR <br />MIN PSI MAY VARY PER <br />TO CUT BLOCK OR POUR <br />MUNICIPALITY. <br />CURB DUE TO SLOPE <br />CONCRETE SLAB W/ 6X6 <br />a <br />NOTE:EXTEND <br />W1.4XW1.4 WWF OR <br />DECO FINISH 4" to 6" <br />"FIBERMESH" <br />BELOW GRADE <br />er <br />_ <br />r <br />O0 <br />v <br />Cl). <br />°Q <br />6 MIL VAPOR '/ <br />BARRIER <br />D <br />COMP. SOIL. <br />° <br />(COMPACTED TO 95% <br />MODIFIED PROCTOR <br />ASTM D1557) <br />3" <br />MIN. CLR. <br />(2) #5 REBAR CONT.--/1'-4" <br />ON CHAIRS TYP. <br />(1 STORY) <br />STD. 90 NOOK SEE <br />U.N.O. <br />4■ <br />V-8" (2 STORY) <br />DETAIL) <br />TYPICAL WALL SECTION <br />rA <br />SCALE: 3/4" =1'-0" <br />S3 <br />OPT: DEPRESS SLAB 5 Yz" <br />DEEP AND 6" BEYOND <br />DOOR TO RECEIVE BLOCK WALL BEYOND <br />PAVERS / DRIVEWAY <br />CONCRETE SLAB 14„ PAVERS z O.H.D. RECESS = <br />.. 4" 'Q <br />SEE A/S3 OR J/S6 <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1' " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) <br />1' 8" (2 STOR ) <br />GARAGE DOOR SLAB RECESS J.1 <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />�r <br />,✓r <br />5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF <br />(U.N.O.) (OR %' GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS a „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS <br />GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE <br />.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) <br />ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT <br />ABOVE) <br />S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ <br />8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH <br />3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW <br />(12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. <br />1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. <br />SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR <br />EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING <br />INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12"TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". <br />SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR <br />4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN <br />3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" <br />SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS <br />2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND <br />T (ALT:1/2"A 2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE <br />`' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" <br />INCLUDE THE WALL <br />A.F.F. O.C.) 2�� x 6 W1.4 x W1.4 ATTACHMENTS - 2" 6 x 6 W1.4 x W1.4 <br />WWF OR FIBERMESH \ WWF OR FIBERMESH <br />4 ° ° ° ° ° 4 ° ELEV. 4-3 1/2" z <br />31/2"MIN. 31/2" MIN. l <br />A.F.F. p <br />4 ° 2x4 CONT. ° ° w ° - 1min.)- 1/2"(min.)- 4" <br />° ° 4 _ <br />•GARAGE DEPTH VARIES ► r� �lL--allt '� ► �r r.Jll-•J►. 1i� <br />�. ,err �. rr .. .r rr rr <br />11�- �: ��JL 1L l� �_. r>L Jl 11 <br />-',li .alslt'��11 L'�7111-S�1,r'•7�:� m n�. �,, <br />3J-L�_-JIB--IIt-JIB-'�-'`; 11;.--JL=ll�IL-11-�11=11- <br />CONT. _- rrJl.--J1=-1�� 1. • (JL-JL� -JI-J <br />fib <br />U.N.O. <br />• r <br />° - ° GE ° ° - - ° i ° - ° 1STE <br />- I ° - ° - ° - ° - WTI,- <br />1 �"SHEAR WALL" SCALE: 1 ® 1 <br />1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING <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 />ecs� <br />M <br />2x STUD <br />SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. <br />2x STUDS @ 16" O/C-04 <br />M�N��Joos <br />ao°'N <br />LOAD BEARING ORoe <br />INSULATION PER FBC AND ENERGY <br />�/ <br />EXTERIOR WALL <br />8" C.M.U. <br />FORM SUBMITTED WITH PERMIT <br />/ <br />NOTE: <br />1"x P.T. STUD <br />(2) ROWS OF 2x BLOCKING @ THIRD POINTS <br />APPLICATION <br />SEE SECTION C/S3 FOR <br />#5 VERT. IN FILLED CELL <br />7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 <br />ADDITIONAL INFORMATION <br />SEE CC/S3 OR <br />N <br />LAYERS W/ TOTAL THICKNESS 7/8" OVER <br />G/S3 FOR ANCHOR <br />"J" <br />��^ S � ��^ <br />5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 <br />METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. <br />CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL <br />SIMPSON SP1 w/ <br />(10)10d NAILS <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 NO UP LIFT ON <br />@ 24" O.C. VERT. OR <br />2x P.T. PLATE <br />WALL SEE GG/S3) <br />5/8" x 6" EPDXY BOLT OR <br />MIN. 2500 PSI CONCRETE SLAB W/ <br />SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD <br />`'SIMPSON SP1 <br />(6)1/4"x3 l/4" TAPCONS <br />SPACED EVENLY <br />6 x 6 W1.4 x W1.4 WWF OR <br />2X PT PLATE <br />20" MIN. LAP [24" MIN. LAP] <br />#5 REINFORCING <br />SPACE ANCHOR <br />BOLTS 6" MAX FROM <br />w/ (10) lOd NAILS <br />c� <br />r- <br />2x P.T. PLATE <br />FIBERMESH <br />^ <br />WEEP SCREED INSTALLED <br />BAR <br />a <br />END OF 2" x PLATE <br />TYP <br />ASSUMED FINISHED <br />PER MFR INSTRUCTIONS <br />#3 OR #4 REINFORCING BAR <br />W <br />o <br />j <br />GRADE <br />t+ <br />z <br />#3 81 #4 LAP SPLICE <br />GRADE 40 MIN. F = 40ksi <br />v- <br />M <br />° <br />MONO OR STEMWALL <br />z <br />° <br />n > n <br />_ <br />FINISH GRADE °O <br />25" MIN. LAP [30" MIN. LAP] <br />[GRADE 60 MIN. Fy= 60ksi] <br />a <br />g <br />p . <br />•. <br />FOOTING MONO SHOWN <br />° <br />P o <br />g <br />o0 <br />OP <br />w <br />o <br />FOR CLARITY <br />D D <br />_ _ _ _ _ <br />6 MIL VAPOR BARRIER <br />n. ° <br />dAA, <br />R 1 7/8 <br />° <br />P P <br />I-III-III=III-III -III -I <br />Z <br />#5 REINFORCING BAR <br />► =11 II.�II�II II ' '- <br />COMP.SOIL.• • <br />95% MODIFIED PROCTOR ASTM <br />TYPICAL EXTERIOR FRAME WALL FOOTING rE <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />6x6W1.4xW1.4 <br />31/2" WWF OR FIBERMESH <br />min. 4" <br />SCALE:3/4"=1'-0" S3 <br />GRADE <br />#5 REBAR w/ OPT. <br />MIN. <br />TYPICAL THICKENED SLAB EDGE L <br />SCALE:3/4"=l'-0" S3 <br />BLOCK WALL BEYOND <br />EXPANSION JOINT _ <br />13' � <br />O.H.D. RECESS <br />M <br />co <br />o0 <br />„ <br />SEE A/S3 OR J/S6 - <br />FOR REINF. INFO. 3" MIN. CLEARANCE <br />1'-4" (1 STC RY) <br />1'-8" (2 ST RY) <br />GARAGE DOOR SLAB RECESS <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 <br />ADDITIONAL INFORMATION. <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />SLAB INFORMATION. <br />SCALE:3/4"=V-0" S3 <br />P.T. 2x <br />1/2" GYP. BD. <br />„ <br />HOLD GYP. BD. <br />1/2" FROM SLAB <br />0'-0" <br />J <br />CONT. BEAD SEALAh <br />• <br />INTERIOR <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#) <br />CONCRETE SLAB <br />E. <br />M 6 MIL VAPOR <br />BARRIER <br />_ <br />(1) ROW 2x BLOCKING @ MID HGT. <br />FOR WALL HGT. <_ 8'-6". (2) ROWS <br />2x BLOCKING @ 3rd PTS FOR <br />WALL HGT. > 8'-6". <br />1/2" GYP. WB (MIN.) @ GARAGE <br />SIDE IF APPLICABLE. <br />5/8"DIA. EXPANSION BOLT @24 " O.C. <br />W/ 7" EMBEDMENT (MIN. SHEAR <br />3500#, MIN. TENSION 2600#) c <br />E <br />6x6W1.4xW1.4 = <br />WWF OR FIBERMESH <br />v <br />M , <br />T <br />ON 3" CHAIRS <br />36"MIN. LAP [36" MIN. LAP] <br />10" <br />(TYP.) <br />8" 1'-4" 8" <br />#6 REINFORCING BAR <br />#5 STD. 90 HOOK <br />#6 LAP SPLICE <br />TYPICAL INTERIOR BEARING <br />REBAR DETAILS <br />rF <br />WALL W/ UPLIFT <br />rG <br />SCALE: N.T.S. <br />S3 <br />SCALE: 3/4"=1'-0" <br />�S3 <br />SEE PLAN <br />1 1/2" RECESS FOR VARIES <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 />SEE PLAN FOR <br />CONNECTION INFO <br />` <br />° <br />4. <br />TOP OF BEAM <br />& LAYOUT DESIGN <br />SEE ROOF PLAN <br />.9 <br />° c <br />(2) HTS20 <br />FOR STRUCTURAL <br />r_ <br />� <br />�' <br />• <br />BEAM SIZE & <br />N <br />C <br />CONNECTION INFO <br />M <br />2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 <br />MIN 7/16" O.S.B. SHEATHING 8" <br />z ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 <br />w <br />SEE TYP. WALL SECTION FOR ADDITIONAL <br />j w 6x6 P.T. #2 SYP SLAB INFORMATION <br />J <br />Uj <br />W <br />ABU66 <br />SLAB STEP & RECESS S.G.D. rM <br />SCALE:3/4"=1'-0" S3 <br />2X STUDS @ 24" O.C. U.N.O. <br />SECURE 2x4 P.T. BTM. PLATE <br />MASONRY WALL AND <br />SEE DETAIL 16/D1 FOR <br />w/ 1/4"x3" TAPCONS AT 8" <br />GARAGE <br />COLUMN TO PORCH SILL <br />O.C. . <br />PAD FOOTING <br />ATTACHMENTS & 18/D1 <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 />PAD _ <br />TO FOUNDATION . !. <br />INSULATION PER CHART <br />SQUARE CMU BLOCK BASE, <br />CONT. FOOTING STEEL <br />MAT REINFORCING. ' <br />ON FLOOR PLAN <br />SIZE VARIES PER PLAN <br />M <br />CONT. BEAD SEALANT <br />M <br />w/ MIN. (2) #5 VERTICALS <br />go ? <br />GRADa ° <br />E <br />FILLED SOLID (SEE PLAN FOR <br />r_ _ <br />= 6 x 6 W1.4 x W1.4 1 <br />SIZE AND REINFORCEMENT) <br />c7LU <br />I 1=III ° °�=I <br />WWF OR FIBERMESH T <br />MI <br />? w <br />w <br />_I-III=)11* v <br />III=III -- I II�JIII�JIII <br />_ <br />O W w <br />Z <br />4L� <br />INTERIOR WALL SLAB STEP NON-BRG.rK <br />SCALE:3/4"=1'-0" S3 <br />• - <br />• COMMUNITY <br />1 1 - ,I �!•!�FOOTING <br />PAD REINFORCEMENT-' ' 3" MIN ' CLEARANCE <br />SEE FOUNDATION (SEE SCHEDULE) <br />FOOTING WIDTH <br />CONC. PAD INFO. <br />%o` <br />TAPERED COLUMN DETAIL <br />�► <br />ro <br />U <br />�0.� 0 <br />' <br />''/'����i�r <br />•• F L%J <br />2 <br />Otx <br />FESSI <br />To the best of the Engineer's knowledge, information and belief, <br />the stax:Wral plans and specifications contained within these <br />drawings comply with the 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />44 <br />IW- <br />S 8 <br />g <br />ciS A 0 <br />J J <br />MNN C LL LL <br />tll <br />=-" LL�32 LL U. a <br />ri <br />NNMS W viz <br />C LS a a Y <br />Z <br />-0 CO 0 wz <br />@� go <br />ILW <br />2Ea'rn�o�SiSg,� <br />Z <br />N a M Z U F J 2 <br />W° <br />d ❑❑❑❑ <br />N � <br />z <br />z <br />J Q7 <br />d c� <br />N <br />z <br />C1 <br />0 <br />_ <br />w <br />o <br />W <br />V <br />V <br />® <br />85 <br />w� <br />~ o <br />U <br />Of <br />a <br />�0 <br />M <br />�w <br />Z <br />Qo <br />L <br />zo <br />s <br />> <br />Zo <br />E V <br />1- <br />- <br />O E <br />�� <br />ZU <br />ao <br />°a w <br />70 <br />o <br />H <br />Z <br />N <br />°do <br />o <br />wz <br />'a <br />CO <br />_ <br />xxU <br />°m <br />oLL <br />Z <br />�wzw <br />Z <br />g0 <br />z <br />W <br />U 3 <br />�o <br />aLL <br />iE _ <br />OIw <br /><� <br />a <br />n <br />o� <br />�N <br />0 <br />= <br />124� <br />J <br />rn <br />L <br />to <br />c� <br />� <br />> <br />O <br />• <br />c <br />O� <br />-j <br />CV <br />.-% <br />a� <br />O <br />C <br />a <br />co <br />T <br />■� <br />ZCN <br />T <br />O <br />ar), N <br />T <br />a� <br />� <br />M N <br />T <br />o <br />Z <br />N <br />N T <br />Z <br />a <br />E 0 <br />v <br />2) :: <br />¢ o <br />c <br />JOB <br />NO: <br />20-0558 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S3 <br />(MONO) <br />