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3 v m 0 0 -o J N 0 m -o 0 M 0 J N 1 O v i o, 3 C Q 0 0 i a E O S v c J y Lz: 0 U c 0 v y 0 i a a O 0 17 0 0 4 0 0 a N N 0 0 0 7/r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STREJEROOU (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ BLOCKING @ 12" O.C, w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYEACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLSEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ ABOVE)CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ S.P.F. DOUBLE O ( ) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE(10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATESTUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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. (1) ROW 2x BLOCKING @ MID (12)10d NAILSU.N.O. HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 241) ROW 2x BLOCKING @ MID HGT.FOR FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. _ 4 O.C. @BOUNDARIES, 6 O.C. @ @ 24 O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & .C� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE (1) LAYER TYPE II #30 (2) #5 CONT. ON 3"' 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ( ) 6 x 6 W1.4 x W1.4 �- (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE CHAIRS P. Cl)"' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" UNDERLAYMENT FOR ROOF WWF OR FIBERMESH INCLUDE THE WALL PITCH > 4:12 o A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2�r 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II ° ° a ° WWF OR FIBERMESH WWF OR FIBERMESH a ' zr-1: t7 31/2" MIN. 31/2" MIN(#15 OR #30) UNDERLAYMENT °' ° I = I a ° ° ° ° ° 4 ELEV.-0'-31/2" zFOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. T I _ TI�=1 I , ° a°° °°a PRE ENGINEERED WOOD I A.F.F.O= I ° ° ° °2x4 CONT° �► ff31/2"(min)"° I I =I 131/2 (min.)REQUIREMENTS SEE R905. ' °- I_ ° ° ° _ u D > °' I 1/2" (min.) I- @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH 1( �� I I =1 - -1 I I ° ° o ° ° ° a 1 I ° a ° a ° `�' ° 31 /2"(min. - 4" - r 00_- min 4', L -� ( ) (P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS I ��I� II 8 " ° ° GARAGE DEPTH VARIES ° ° °-11 T� I T� -�Tf III T 111=1 =fT 7Tf=T 1-TTf=I I I- I ITI; '�1 �= - -I ► I- 1= ° ° ° g (2) #5 CONT. 4„ 1'4' ''� 8„ (2) #5 CONT. - 411 =-4 8 INSULATION MOISTURE BARRIER LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP KOCC SAILING SCHEDULE ON SHT. 1I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB ELEV. VARIES INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O..2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B OOP'' ` P N,4 Ec� �\�os ecs EE SOFFIT 2x STUDS 1 �M SCREWS @ 7" O.C. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. @ 6 O/C M�N`�o�s SHEET (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY c FOR WALL HGT. 8'-6 (2) ROWS 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 2x BLOCKING 3rd PTS FOR 8"x8"X16" KNOCK -OUT EXTERIOR WALL INSULATION PER (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION SEE SECTION C/S3 FOR WALL HGT. > 8'-6". BLOCK W/ 1#5 CONT. 1"x P.T. STUD ADDITIONAL INFORMATION CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8 x 10 ' S" @ J BOLT 24 O/C W/ 2 X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL (10) 10d NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7EMBEDMENT (MIN. SHEAR STD. 90'HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD TYPE "S" MORTAR WALL SEE 1MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) __ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] J _ SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 'SIMPSON SP1 � 2X PT PLATE W/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE � U.1 END OF 2" x PLATE WWF OR FIBERMESH Cl? ARCHITECTURAL TYP. f E PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR .. a ° u GRADE 40 MIN. Fy= 40ksi p. o 1x2 PT WD FURRING @ 24" O.C. GRADE z #3 & #4 LAP SPLICE ==� mjj- T ° D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° - - - 25" MIN. LAP [30" MIN. LAP] ¢ U.N.O. CELLS (SEE FOOTING MONO SHOWN _ w -rl= I I11= FOUNDATION PLAN D P _ °O 6 MIL VAPOR BARRIER -III I I o ° I-T I - R 1 7/8" `� FOR CLARITY ° - e. :- FOR LOCATIONS) =III- I= I= I=III=I I I I m �=l T1-= N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° °� III=III=III=III=III-III= z I I I I " I1= LT(=1I1=Tf r #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION D o° -III-III-III-III-III- I I •� ON 3" CHAIRS NOTE: ° o - - - - - = I -I �-�-IT 36" MIN. LAP [36" MIN. LAP] 8" 1' 4" $" 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g I I=III=III=III= = T COMP. SOIL. (COMPACTED TO - ° (TYP.) FILLED CELL TYPICAL =III=III=III=III=III- e _ _ _ _ _ _ _ _ _ _ _ =1 95 /o MODIFIED PROCTOR ASTM I = TTI= 1 10" MIN. 2500 PSI CONC. SLAB W/UPLIFT ONLY - - _-_ i_- r� c) AT GARAGE CONTRACTOR III= = 1=I = =III=III-III=I =III=III-III-III=III=I D1557) I III-� r-i�r I rrT #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER U) -1 i I -I I -I I -I I -I I=ITI=I I=I-I I=I I=I I=I=I I=I I-l' 4" 1'-4" TYPICAL INTERIOR BEARING MUNICIPALITY. TO CUT BLOCK OR POUR "-i -I I -I I F'' l I=III-III-I I =I I =I 1 I-j I -I 11-1 I #6 LAP SPLICE CURB DUE TOSLOPE - ' � �-� � i-i � i-� � �-� CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1 4XW1 4 WWF OR = "FIBERMESH" `I ° ° DECO FINISH 4" to 6" BELOW GRADE _ Z A SCALE: 314"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. co � _=I�I== I, I 6x6W114xW1.4 ,/ ° - _ 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR o I I = z min.)4" BARRIER - D :f C • 4 N ° ' A v GRADE COMP. SOIL. ° f co _ _ _ - ° • - -� (COMPACTED TO 95% _ - - - - (1)#5 REBAR w/ OPT. MODIFIED PROCTORASTM D1557 ) 7_ I=TIR,�I== _ =T= � Ell I=SC�tE�F�IV ENCLOSURE I�f ff�I I �l�I�f I C I 3" MIN. CLR. - (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE 4" n- U.N.O.) L4-V-8" (2 STORY) DETAIL MIN. TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS Y z ^M � .a • - T e. •a 4"50 II II II 't•' T ��I -� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E N ' Cl) lilt III -mill 1.1 rC _ r 7 II •..:- .'..., III SEE A/S3 OR J/S6 I I I Iffl 11 ffT FOR REINF. INFO. 3" MIN. CLEARANCE V-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. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2,1/2" FROM SLAB AIK 0'-0" J CONT. BEAD SEALAN a INTERIOR -31 /2� CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 60 7��it n CV I III I - I' co 6 MIL VAPOR -ram- BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r, ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR Ak & LAYOUT DESIGN ♦ -� ° = TOP OF BEAM - - 1T-I--ITI; N SEE ROOF PLAN FOR STRUCTURAL 'r c - - ' ' a ] n00 L �� M E (2) HTS20 _ d BEAM SIZE & N 'THQ =I CONNECTION INFO c i = I I a T= 1 2x4 #2 SYP P.T. FRAMING w/ �=rl 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 F 1I I z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE Cr ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J Uj o w ABU66 SLAB STEP & RECESS S.G.D. rM � SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" � MASONRY WALL AND GARAGEPAD COLUMN TO PORCH SILL O.C. FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD _ ca INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. _�' ' ON FLOOR PLAN SIZE VARIES PER PLAN Cl) CONT, BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo GRADE a E FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 CAI SIZE AND REINFORCEMENT) C7LU WWFORFIBERMESH �, a w o �II�IIi ICI ��II�I z ' BRICK PAVERS or SLAB PER p n `n " III I ! • ° a - - z < ° 1= U-I FIN. FLR. COMMUNITY SPECS I =I =I I=III=I =I I I - - =I I I=I I I-_LU _ 1Ti=TTT=1Tl=1 Ill FOOTING 1= I flT�111 (=I=I I=III=III I III -III-' BEYOND �TTI�� '. ; L •. PAD REINFORCEMENT ,� 3" MIN. CLEARANCE ~' y (SEE SCHEDULE) PAD INFO. SEE SCHEDULE PATIO COLUMN FTG. DETAIL �N INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED COLUMN FRAM rC D 1 2� _ • U V,40 .• �LO��. AeV" E S S t Q F1 �• �,NN� '��4ftIPllliataON 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 v$ OD E OD _ N (8 OD a O O O - - J ti <> N r N Co LL 0 LL # W - 0) =LLN LLLL2 M U?,6M1 W - <�� 0 o Z 0 2 o m m O W m oCr° W 2E°'0' moo° Z CD 0 NQMz Q0LL U F- a 0 z ❑❑❑ 10 co z s� - J C7 N N z � o � LL t` 4--) T C/1 Y M w n � U m 0 w H Uj c �o l� y v U m rn allw � �- 0 8 zl�" / 0 CD C o Z 14 LL Q E C 8 w° 'z z® Z, I- O E Xa �a =o o< N L z U az w Iv c C y `9m m 0 00 z, N J 1 ¢w i z rn o� Z go W d w4 OLL o0 a NF a < Y r 0o VCD zi ao 3 0 �N = N '� L N m m '' m N O ^ Q ' O ^C W m = I\ N O T IT T � O E E Z M c v; co o z C) a a E 0 � ¢ Co io JOB NO: 20-2751 SCALE : AS NOTED SHEET NO. S3 (MONO)