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3 Q -o -o S N I N rn 0 0 0 J N I N L a i 3 1z N N a E S N Ef .8 v i O i 0 v 01 N c� N N Jj 0 0 CL 0 N W 0 z m 0 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INSU 5/8" OR 1/2" HIGH--� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER ----� CHART ON FLOOR j PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE r� (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1:4 x W1.4 T UNDERLAYMENT FOR ROOF CHAIRS (TYP.)�o4_1WWF OR FIBERMESH Cl) PITCH > 4:12 D ° (2) LAYERS TYPE I OR TYPE II _ (#15 OR #30) UNDERLAYMENT - I = =-I m ° D D II Q FOR ROOF PITCH 4:12 OR LESS. — I p II I I-III-r �1-1T1—TTI— I1= D .• 1=-1Tf_TI�1� PRE ENGINEERED WOOD -�I_ - TRUSS @ 24" O.C. U.N.O. II=III= -I HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ g[ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE 8"x8"xl 6"NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" ALUMINUM FASCIA 1l2" OR 7/16" OSB MIN. PLYWOOD SHEATHING %12-N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16 O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" O/C FIELD. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"0 x 10" "J" BOLT@ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" z 31/2"MIN. ELEV.-111/2" A.F.F. p D ----- ° ' CD N 00 _ — ° •. �r TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5/8"OR 1/2" HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM 'SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. WI 1) ROW 2x BLOCKING @MID HGT. FOR HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TID WALL HGT. < V-6". (2) ROWS 2x BLOCKING FOR WALL HGT, > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". O.C. OR 5/8"x10' WEDGE A INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) -INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION SIMPSON SP1 w/ 10 10d NAILS IF NOTED, THIS REFERS T( ) STEP, SIZE OF FOUNDATIO 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 ATTACHMENTS 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH �31/2" MIN. =�T 1/2"(min.)- 4" _ p ° ° - I =��}- 31/2"(min.)L: - 4" I I I��r 00 rrr sr. P j I I III- Ulft 31/2"(min.) - 4" 1 1 -I I I �_� I I= 31/2"(min.) - - -I f� - I =1 I I 11 f 1�f=1 11=Tfl 111=1(f -i 1�= I 111-1Tf=1 I -1 I=1 r= II 1=111=1 I =1 11- t 11= I (2) #5 CONT, 4„ V-4" 8" (2) #5 CONT. 4" U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL aC� STEP (@ SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE:3/4"=V-0" S3 SCALE:3/4"=1'-0" S3 �oN' y�t eos' EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \Mts 1co �oU EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR c`tt LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" °� METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.Q. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1,4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING W/ (10)10d NAILS N T 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR --�` -------ARCHITECTURAL FINISH ASSUMED FINISHED E D PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE 40 MIN F = 40ksi 1x2 PT WD FURRING @ 24" O.C.-� GRADE �-�„ D ° _ z #3 & #4 LAP SPLICE y (1) #5 VERT. IN FILL MONO OR STEMWALL z Cl) - - o FINISH GRADE 60 25" MIN, LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD ° I I -- CELLS (SEE FOOTING MONO SHOWN - TI I— -I - U.N.O. ° o °° p °° 6 MIL VAPOR BARRIER -III I D ° =�-�=1_=- o_o 71 FOUNDATION PLAN FOR CLARITY ° . #5 REINFORCING BAR R 1 7/8 1x4 P T BASE NAILER FOR LOCATIONS) p p P° ° o I=1 =I =I 1=1 11=1 I=� z I [ I D: I=WMI I F i 1 T11 r S T �+� t AM col Ir1� III -III -III -III III -I I- 4"x4" INSPECTION P° (-I I=III-) I I-III-III=I ° •� ° 31/4" BASEBOARD PORT AT EACH N�oR BEARING WALL a III- I I-III-III=III=III- N I-III-III=III-) I=I I '- ( I _ D COMP. SOIL. COMPACTED TO SLAB FILLED CELL TYPICAL Wf UPLIFT ONLY __ _ _ _ _ _ _ __ ____ _ =I �- 95 /o MODIFIED PROCTOR ASTM i=I I1= 11=T�-I I Ii MIN. 2500 PSI CONC. M AT GARAGE CONTRACTOR I - I -I III=III-III=1 I=III-I I (I=I I I=III i I -I 1 I=I � I I D1557)T. tTTMTr ,�-� MIN PSI MAY VARY PER Cn To CUT BLOCK OR POUR -I I-III-III=III=III=III=III=III-III=III=III=III=III-III- - ��_ITi-ICI 4° 1'-4° MUNICIPALITY. CONCRETE SLAB W/sxs W1 4XW14 WWF OR CURB DUE TO SLOPE �- NOTE:EXTEND = ,,►�i-ICI-Ti-iII-I�t-ICI-��► .,I�i=��l- FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 00 N r Cl)—I—II I —II i A��MNN 6x6W1.4xW1.4 D 0? 31/2" WWF OR FIBERMESH 6 MIL VAPOR III a I min.) 4" BARRIER ' D It -TIT - a d a � • • — cli - O COMP. SOIL. O° _ -1=1 I 1=1_ I ittl I 1=__7nTS1i (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) ON 3" CHAIRS TYP. ( ) DETAIL) HOOK (SEE 4" U.N.O. V-8" 2 STORY ) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-01, S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS �( /-O.H.D. RECESS 'Tz I/ :. . . ` - —a 0? '1 III •�•e•''+.'•.� ItI—I SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE:3/4"=V-0" S3 GRADE -I 1—�—M—I 1 t I 1) #5 REBAR w/ OPT. )CREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE SCALE: 3/4"=V-0" EXPANSION JOINT 1 Ch 4.: —III i��l—I I : °d.'•< °.., ,• - III -III •;;::,j;°•.. SEE A/S3 OR J/S6 -I i ITTI I `_T i 11 1 FOR REINF, INFO. 3" MIN. CLEARANCE 1'4' (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS II 00 E= CV ' M SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION, P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 CONT. BEAD SEALA� ¢ INTERIOR a 4. .. -3 1/2" 9� vd a CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB N I i=Tf Ii=ilTs= co 6 MIL VAPOR BARRIER NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE Uj D w can =I�=1 I I —I � I �` '' • a p. I-7II1=TI _ —' 1—_ — D • T11_1111I11I1�11�1I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH r M i °. I> �T— p. TTj==mom O (2) #5 CONT._ ON 3" CHAIRS 8" 1 81' TYP ( •) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING WALL W/ UPLIFT REBAR DETAILS F rG SCALE: N.T.S. S3 SCALE:3/4"=V-0" S3 VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM wl (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS -rN A SEE PLAN FOR CONNECTION INFO - TOP OF BEAM & LAYOUT DESIGN M a a SEE ROOF PLAN a A d 'Q a (2) HTS20 -� FOR STRUCTURAL _ I_I,=T�I- I IT -I1, I�T 111 . " E BEAM SIZE & 1 1- -- CONNECTION INFO M 7 I .' ' . •. Ilf 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -III I I= I-I=rI �-4 MIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w I a SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w j 6x6 P.T. #2 SYP SLAB INFORMATION o J W c ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 a:I SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8"11 C MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C, FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ,. EXTEND FILL CELLS TL 7 O FOUNDATION PAD :. d INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT d 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH —P "' a M 0'-0" FIN. FLR. SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN, (Z) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS CONT. FOOTING STEEL MAT REINFORCING. ' ' r� 0 z C'3 z =-I F' n w a p o "� _ " GRADE a - __ _ = Q a _ I -I w I I I=1 I I I -I 11=1 11- z = • �' • °• - - -_' - z ° - - ___ - I1=1 =1I1-III-I I_III II1E ¢ III_ J 4" 4" INTERIOR WALL SLAB STEPNON-BRG.rK SCALE:3/4"=V-0"QS3 .�0000c r •o�.00000��• o�,i.GG i Oo�.OG000�. III-i I I I 1=) (-I 1= ' FOOTING c� BEYOND PAD REINFORCEMENT -I 1-1 I-i (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 1 t E N +�46,�4;ag;81 4FIltf ,r ®fp, } • � m N E°L O°..,. RQFESS10,0 �,,. 00�� To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W ll�_ coI;r8 NCo Q o v 000m1R- WO M� N 00 LL M 5uJ �`LLa v�N Admilk W a Q 2L a s U, Z-r05� o 2mo �m0 �. N m unW�TE'°¢o� un N Q M z Q O= c>HJ Z U ❑0❑ W z o z a J M d N _ M z Q) o W 0 ® a N � e a w!a � � U in W � _E Q z'!y N U o ai c U, Y O ®® 'A Q Ir o W co M co z9 o z U_ ce Q E o Zo O j R Z N ° ill XO o¢ �O °< C> N a Z a ¢o z L ,� z U N° �� ° Z LL aCi J ¢ <z g CO z o�° , 0 a U w = ti VVV �"J• N.Z =. i Q < W Y ° a to�w z) Q °- U �S ON •� =0 J m 0 C:) L�. ' � O 4.i m Cfl N _ r O°3 a c��l LO O ai M ` Z 0Z E 0 EL E ci � ¢ o ° JOB NO : 20-2749 SCALE : AS NOTED SHEET NO. S3 (MONO) F� •