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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 PLAN _j 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< T-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 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 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH °o PITCH > 4:12 0 . ° . (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I I= =1 m . yr—m FOR ROOF PITCH 4:12 OR LESS.D 1 o •PRE ENGINEERED WOOD _— TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @EACH T =1 11= � I =1 I E9 I I TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN, SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — — INFORMATION. ALUMINUM DRIP 5EDGE PEI �r " SS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2 HIGH STRENGTH TRU 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ( ) 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 PLATE STUD 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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 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 EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 FITS FOR WALL HGT. > 8'-6". 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"0 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 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE `' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS 2rr 6 x 6 W1.4 x W1.4 ° a WWF OR FIBERMESH \ WWF OR FIBERMESH a ° d ° d ° 4. ELEV. 4-3 1/2" Z 31/2"MIN. 31/2"MIN. I A.F.F 2x4 CONT. wp 3°S 1/2"(min.4" �I—_—I— I f°I r r�1!2 ( tn.) e a rI1C° _ 4 4N C TTa m— I 1 (2 min. 4" ITa rIII DEPTH VARIES- 4 1 F: ` a ° O a '�—fT,-1— }T—fT 11Tf (2) #5 CONT. 4" � 1'—j-4" T 8°_ (2) #5 CONT. 4" 4' 8" U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP rc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ens' EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M\,�aN,�o s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR c`t., LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ 8" C.M.U. TYPICAL G/S3 FOR ANCHOR „ „ „ 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL (10)10d NAILS BOLT INFO. 5/8 x6 J BOLTS BOLT 3RD LAYER 1/8 THICK. K.O. BLOCK 24" O.C. VERT. OR (IF NO UP LIFT ON @ PLATE WASHER TYPICAL 2x P.T. PLATE 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"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING � BOLTS 6" MAX FROM FIBERMESH BAR a " w/ (10)10d NAILS - WEEP SCREED INSTALLED ARCHITECTURAL TYP. r 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2 P PLATE FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR LIJ � 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE �, p ' z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a 1 #5 VERT. 1N FILL ° D FINISH GRADE °O [ ] [GRADE 60 MIN. Fy= 60ksi] a — — - �. 25" MIN. LAP 30" MIN. LAP < TI I 1—III—I 1/2' GYPSUM WALLBOARD O MONO OR STEMWALL ° "' I I —_ CELLS (SEE FOOTING MONO SHOWN P I (�=I - uj U.N.O. o p °o Qo ao w — FOUNDATION PLAN FOR CLARITY D 6 MIL VAPOR BARRIER i I11 111 e ° = I =_ R 1 7/8" U' FOR LOCATIONS p o �, I II�-I�—Ut. TT #5 REINFORCING BAR I I-III-III-III-111=III=1 I -- z ITI=T ALUMINUM FASCIA 1/2" 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" O/C EDGES, AND 12" O/C FIELD. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 - v =Tj=�=1 I f- o I III—Tr—IIT ' r 1x4 P.T. BASE NAILER D ° ° III=1 I=1=1 1=III=1 11= ?L4 1-1�� i ITTi 1 i T #5 LAP SPLICE (2) #5 CONT. fff,Tl 1,� 1I I I ICI I I, , I 4"x4" INSPECTION NOTE: D >, =I 11=1 I I=111=111=111-11 2 . .0 . I — 1 °1 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL g—I—I I —III —III —I 1- N *FOR BEARING WALL .— = = = = 1=1 W/ UPLIFT ONLY — — —_— — COMP. SOIL. (COMPACTED TO — 95% MODIFIED PROCTOR ASTM r MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR III=1=1 1=111=1 1=1 1=111=1 1=111=111=1 1=1 1=1 1=111=1 1 —_ I— D1557) MIN PSI MAY VARY PER M U) TO CUT BLOCK OR POUR _ _ _ _ _ _ _ _ _ _ _ =1 =111-1 11=1 1=1 1=1 1=1 1=1 1=1 1=111=1 1=1 1=1 1=1 1-1 "—1 1—III- I 4" 1'_4° MUNICIPALITY. CONCRETE SLAB W/6X6 W1 4XW1 4 WWF OR a - CURB DUE TO SLOPE NOTE:EXTEND _ -1 I „ 1 II II 1 =� I I FI I FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. , L r L °,00 I 6x6W1.4xW1.4 ° 00 31/2" WWF OR FIBERMESH 6 MIL VAPOR I I . r BARRIER —1t ; D 4 1=11 = = z �— III g min. 4" , C =II P � 1= - . a COMP SOIL ° 1 °O — — — — — — — (COMPACTED TO 95%I MODIFIED PROCTOR M I I11=1I I— Tf ASTM D1557) (2) #5 REBAR CONT._/3" MIN. CLR. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" 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 � z ^M +..� T—r SEE A/S3 OR J/S6 'j"j�r I IEll FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / 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. SCALE: 3/4"=V-0" ••�•GR�A�DE�-� •� 11-1 1 i1 1 1 ri1 1 1-T ) #5 REBAR w/ OPT. {REEK ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV � M a t r71 . ;+. ' 4� 1 I 00 11 I 1 I A. =1 1- SEE A/S3 OR J/S6 - —IT � II —I- H 11 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. Zx 1/2" GYP. BD. 2>, HOLD GYP. BD. 1/2" FROM SLAB 0 01, J CONT. BEAD SEALANT V a .a •• �. a Q d INTERIOR I• .r CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB _ m c 00 - N a M 6 MIL VAPOR _ —I '� BARRIER �I I ICI I I� I 11 11 I =' ' ILI 1 11 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'4" 8" Azx (TYP.) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF" WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO - ° SEE PLAN FOR TOP OF BEAM & LAYOUT DESIGN M SEE ROOF PLAN ;o - a'. ° C M (2) HTS20 FOR STRUCTURAL - d 1, r,=r r 1 BEAM SIZE & N ' LI CONNECTION INFO M = I ° 8 I — — 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 — fill 8"_ z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE E SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J o w ABU66 SLAB STEP & RECESS S.G.D. rM Cn SCALE:3/4"=1'-0" �,S3_) 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL --, W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD d INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 0 GRADE_ _ a �., FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 `1 SIZE AND REINFORCEMENT) C7 1= ° ° • = = ==1 = r WWF OR FIBERMESH M Z t=— w =p (=1 = =1 = = w • - - • . 11 r SFOOTING I—' BEYOND PAD • • r�i�i�r�r�r r r r r r r r r r rCLEARANCE AA EE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE TAPERED .N`'N4' �i y- 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. H �E 8 cO Q 200 coo, N (O V O 0) ('' N N 4 (0N LL * M N M N =_ a te LL LL!aa @8 �y w zyCoo 6 C.: O m m O 0 N t O m� Z LLWEarn OI :g N p o °- R' 0 rn 2 N < M Z < 00 z V ❑❑❑❑ W N M �o _ o z a d N N C, z C� o +� u, Y o �U d n 0 _ w o o Co� U w � a.. E o = 8 U o m c AU) ¢ 0 ®0 14 o w MZ M 0 —' L.L Q E E Za p 0 >oN a N Z® oa 6 o XU Q 0 �U p O G Nao 2 <o cow a ro ::, C - zQ 0U m� �o o, z (3)� w z 3 oa ao Q 3 -w V 3 tt0 a� =H �3 o W¢ c� io NJ C.0 ct zl¢ a OU 0 `M = >M m `U 0 ^L` W Q CO I—' m = v N qqt r O T M N N Ln r ai w v M o E m 'c :3T rri Z Z E O NCU m a E " U CU m Q 0 � JOB NO : 20-0554 SCALE : AS NOTED SHEET NO. S3 (MONO) I it I I'. i I, i ,6 II IiI�JI l�! ,I l i p .;a i i' l dl I .:I lb s- I 1 1 r i' l 1