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V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-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 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12ll> ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I I1=1 I I- m . _ ° ' ' I -I I I I- - o , FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR D • I I I ' - I.I REQUIREMENTS SEE R905. PRE ENGINEERED WOOD =I L I I II 11=I= ° _ - _ _ _ TRUSS @ 24" O.C. U.N.O. •' -111I T�TI=111,=-I I t �I I III-1 I" 12 HURRICANE ANCHOR @ EACH (TYP•) TRUSS SEE UPLIFT SCHED.) W/ VARIES METAL PL. UNDER EA. TRUSS 8„ MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7116" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH T@MEA USS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS OCKING @ 12" 0•C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O CH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ NNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATEUD BELOW (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 NAILSU.N.O. L ASHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. 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 NSULATION 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"° x 10" "J" BOLT @ 24" O.0W/ 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 Cl)OIL ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS - 2" 6 x 6 W1.4 x W1.4 ° A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH ° 31/2"MIN. 31i2"MIN. 1 ° ° d°a z a a ELEV. 0-31/2 °° ° ° A.F.F. on 2x4 COLi _-"III-.III I 10,3 1_111= 1/2"(min.) °°NT° g° ° =N _ - ° ° I 1 ° ° a 31/2"(min. -4" III= -III III- 31/2"(min.)T- GARAGE DEPTH VARIES ° -III-I I (1 IIIIII -111; III III-L1=1LIL�T ° ° ° e ° a 'r -1 I-1_�L--III=1-1 I -I 11- 1 i- I4 I I-i I JZL (2) #5 CONT. 4„ 111 I I11-' „'-111 1 8„ (2) #5 CONT. 4„ U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 oSEc� GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QCS.��E W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C y ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C �03M SCREWS @ 7" O.C. 2x STUD \ �o �� N�°� SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ FOR WALL HGT, s 8'-6". (2) ROWS NOTE: INSULATION PER BLOC 16" KNOCKOUT „ 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING'- 3rd FITS FOR BLOCK W/ 1#5 CONT. 1 x P.T. STUD O °� WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 718" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "x6" "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 FIOOK DETAIL SIMPSON )1SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 518 BOLTS BOLT „ 0d NAILS N PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON 5/ 24" O.C. VERT. OR 2x P.T. PLATE STUD W/ 7" EMBEDMENT (MIN. SHEAR TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8" x x 31/4" TAPCONS EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. (6)1/4"x6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] 3500#, MIN. TENSION 2600# * 2X PT PLATE #5 REINFORCING SPACE ANCHOR *SIMPSON SP1 BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY C14 W/ (10) 10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH T 2x P.T. PLATE LU o ARCHITECTURAL TYP. � PER MFR INSTRUCTIONS D ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ` GRADE L. N D ' D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksiCIL a _ _ r `r ° p [GRADE 60 MIN. Fy= 60ksi] -I I (_ III m p ,. D I I -III -I I I III o (1) #5 VERT. IN FILL z M FINISH GRADE a�I- 1/2" GYPSUM WALLBOARD MONO OR STEMWALL ° �- D 25" MIN. LAP [30" MIN. LAP] I L-II I I- D • L I j-1' U.N.O. CELLS (SEE FOOTING MONO SHOWN p p o I - I w 80 FOUNDATION PLAN _ _ _ 6 MIL VAPOR BARRIER D ° -��- I = - FOR CLARITY R 1 7/8" I- I I=III= I El I I T I I=III= FOR LOCATIONS) p o P °P =III=III=III=III-III=I I I ° ' �- - z #5 REINFORCING BAR -III •,I�-III- I �=I II III- 1x4 P.T. BASE NAILER ° _ _ _ z I - 1-I N 1- III-III=III=III=III-I i f= _ 1 _ (2) #5 coNT. -� I I=1 I I=III I I -I I I, , , I 4"x4" INSPECTION o ° - - - - - III II T�I I i NOTE: ° D-I=1-I 1=III-III=1 I • - ON 3" CHAIRS _ #5 LAP SPLICE 31/4" BASEBOARD PORT AT EACH * a III=III=III=III=III=III- N _ D _ 36" MIN. LAP [36" MIN. LAP] ) 8" 1'_4" 8" FILLED CELL TYPICAL FOR BEARING WALL =III=III=III= (= T 950%%MODIFIE(D PROCTOR ASTCOMPACTED M (TYP W/ UPLIFT ONLY _ _ _ _ _ _ _ _ __ __ ____ - MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ ch AT GARAGE CONTRACTOR III=I (=I =III= = =I I= I=III-III=III=III=III=III=I D1557) - 1 i-i 1 i - -1 - #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER =III-III-I=1 I--I-I-I 1=III=III=1 1=III-I=III- '' 4° 1'-4° #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. TO CUT BLOCK OR POUR "-I i i-III-III_-III-I � - � I-III=III=III-� CURB DUE TO SLOPE -� � � � � I lil-� � �-� � �- CONCRETESLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. I ItN ' ' P °D I1 - Z ° L 00 6x6W1.4xW1.4 D 00 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR D f I �- = z_ min.) 4" BARRIER , C 4 ° • • �, ' d GRADE COMP. SOIL. �I ° °O =_ - ___ __ _ - 0 - - - - (COMPACTED TO 95% - _ _ - - a -1 . 11 1' 1-1' 1-"1-' MODIFIED PROCTOR I LTG-i I Tfi - - - _ - - -(1) #5 REBAR w/ OPT. ASTM D1557) „- I I I -I �SC�REF� I�FNCLOSURE 3" MIN. CLR. I I I I� I Ili l I I I I Ir #5 REBAR CONT. ON V-4" DETAIL) (1 STORY) STD. 90 HOOK (SEE U.N.O.44T 11 - O CHAIRS TYP. „ 1-8 (2 STORY) MIN. U TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB PAVERS 14" O.H.D.3' , RECESS IT z O.H.D. RECESS _ M • �T . �r�_ � III t • �-•�_�d' M ��-•�-I . �•.Q�� ,•�, ,` •�~ j1-- I.I ��- __ 60 T I I -I I , + • . '' '. - 4" I- 04 III •!•a'. •! '.•' i 111 I1=1I .!•y. '''! '.� • T SEE A/S3 OR J/S6 ATT=_ lr SEE A/S3 OR J/S6 ,I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) 1' 8" (2 STOR) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. PT 2x 1/2" GYP. BD. SCALE: 3/4"=V-0" S3 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 w/ (3) 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 & LAYOUT DESIGN TOP OF BEAM a a• III III iV d SEE ROOF PLAN FOR STRUCTURAL 'rTTI c - - - a'. ° v ' ° I I� r T F;j (2) HTS20 BEAM SIZE & CONNECTION INFO M - d ° 2x4 #2 SYP P.T. FRAMING w/ _ y MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ' -I �+1 ' ' 8" z ATTACHED PER NAILING FOR REINF. INFO, w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION HOLD GYP. BD. w rM 2„ 1/2" FROM SLAB LU ABU66 SLAB STEP & RECESS S.G.D. Ob '-01, CONT. BEAD SEALANT SCALE: 3/4"=V-0" S3 Y s • ' � Q INTERIOR 2X STUDS n @ 24 O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE ` a - " -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" WALL AND •. ° ' ' GARAGE COLUMN TO PORCH SILL O.C.MASONRY PAD FOOTING . y. ATTACHMENTS & 18/D1 CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD `.. - STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN L (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT V w/ MIN. (2) #5 VERTICALS oo GRADE a TENSION 120#) CONCRETE SLAB M FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0LU 1= I I ° a• == (= -1' m WWF OR FIBERMESH '- M z t=- w p= _I I = II w I=I I �Ev, - -_� I a' ' PAVERS or SLAB PER o o _ I • a• =I _ z = _ - M - 0'-0" FIN. FLR. /::BRICK COMMUNITY SPECS I�II�I -LU FOOTING M 6MILVAPOR = �- -I - �� _= 1Ti==1T� T TTT BARRIER '!I I I I I I IIII�IIIII�IIIII�II�II�IIIIII IIIIIII�II�II�I-' TTTTTTTT PADREINFORCEMENT-/ 3" MIN. CLEARANCE `o.�o `. , o •o _-_- 'ri �i ri ri r r r r .•. .•rCD 1 2� ,rrrrrr -BRG. rK TAPERED COLUMN FRA ING PATIO COLUMN FTG. DETAIL d �Iffff/pj�F �,+YQ. r� �o few yi L 0 To the best of the Engineers 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. 0 W 11- Q0 l, E V u # 0N ® N CV 0) LL . a di z, � W cn r` LL LL a M M 4 ej LL! J LL LL a s 0oo a L@ W j112� m m J innajO' a a LL Z N O 0 WOU N J ❑110 U 2 Q z CO 0 z � M U111 z 1, C ,^, W 0 U w � O V) L.0 o �_ Y w.• moo U cp W J - o' .. L g zc 0 N M s 0 CZ) G� w Mz O z z g �- E E o w �� w Z s ze � o o XU az 00 0 CZ)az CV ¢o 0 Q ¢w L U), C O m 0 °� z >z N -� ¢ tl g z z O U W 0_m a w DO o� 3 aY a " KO o a to _5 ° �M 0 = > cj- a� m 0 L �1 "/ j T U C m T - 0 0D 2 0) � /r Lam , r T L5 E E 1� N vi o Z E Q U) `m d U Q p ai JOB NO: 20-4941 SCALE : AS NOTED SHEET NO. S3 (MONO)