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m r a� 00 N 0 J L0 LO 00 rn i 1 m o- x N 0 J M 00 00 i L i 3 a N d to O C J In W LZ 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 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 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ ° u ° GARAGE SLAB AT STEP SCALE: 3/4"=V-0" (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"° x 10" "J" BOLT @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) Cl) ELEV. 0' 0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. D1 4- OR 5/8"x10' WEDGE ANCHOR @ 24" ° A.F.F. O.C.) 2"- 0 31/2" MIN. 4 ° ELEV. -0'-31/2" Z a O ° A.F.F. O b �. ° U ° a ° ° N (31!/2"(�min��)J"I L ° _ —1 I I —III III=1 I I ,�r �r ,1r TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ 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.JAND 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'4'. (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TWALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) 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 WILx P.T. BOTTOM PLATE INCLUDE THE WALL 6x6W1.4xW1.4 ---6x6W1.4xW1.4 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH 31/2"MIN. • I _.III=III, ' � 1 /2"(min.)- 4" b / ° 11=1IWIII='31 /2"(min.)- 4„ -I=1II=J- _ ° — I--LII=F111- I1 11�=I 11- 31/2"(min.) - I' -11 � I I I I —I I �I I I I I I I=1 I 'Ir 4 1=„II {III -.II (2) #5 CONT. 4;, 1;4;,'—"' 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEP CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0° S3 PGS �0�O5�G J��l 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C M��o s CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 6" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: 8"x8"X1 INSULATION PER BLOCKCONT. -OU 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELLU/ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ 1x2 P.T. HORIZONTAL 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 NOOK DETAIL NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ PLATE WASHER TYPICAL 24" O.C. VERT. OR 2x P.T. PLATE 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 GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (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 SIMPSON SP1 2X PT PLATE #5 REINFORCING J *S 10 10d NAILS _ SPACED EVENLY FIBERMESH Q BOLTS 6" MAX FROM ( ) <„ WEEP SCREED INSTALLED BAR END OF 2 x PLATE 2x P.T. PLATE W ARCHITECTURAL TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W ° FINISH _ _ ° ° ° GRADE 40 MIN. Fy= 40ksi � _ ° 1x2 PT WD FURRING @ 24 O.C. GRADE r ° z #3 & #4 LAP SPLICE 1� D cO 2 [GRADE 60 MIN. Fy= 60ksi] CL -) I I —I I LLI > . (1) #5 VERT. IN FILL z �, — ° °. FINISH GRADE 25" MIN. LAP [30" MIN. LAP] a 1=1 I I=� 1=I 11 1/2 GYPSUM WALLBOARD MONO OR STEMWALL ° g i 1= — ; • ( FOOTING MONO SHOWN t, —�� 1= I - ' Il l l l I 111 f CELLS SEE ° W � ° U.N.O. 1> ', oo W - FOUNDATION PLAN FOR CLARITY ° _ _ _ _ _ 6 MIL VAPOR BARRIER I ; ° IE 1= I I— - R 1 7/8"I— = M. �I=� #5 REINFORCING BAR H—' I I I1=1 FOR LOCATIONS) D P ° D 1=III=III=III=III=III=1 � � z '- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'4'. 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 Cn PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II 1° (#15 OR #30) UNDERLAYMENT -I I �I I —I I �I °° ° ° °' I —I 1 �I I �I I - ° FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR �I 11=1 11.1 LESS. I� I III I I '' - ° I- I 1 REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ' �I 1=11 III —I ° "I=III=1 I111=I I —I 11=I I �I I �I 11=I 11=1 I r TRUSS @ 24" O.C. U.N.O. —1 I III —I I JJ 111=1I I I1-1 I r 12 HURRICANE ANCHOR @ EACH-11-1111=11 I —I 11=111= 1 I- I''' r l l _I I I=III I I ZTP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g�� METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7116"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 ELEV. VARIES SCALE:3/4"=1'-0" S3 FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" 0 C 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 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. <_ 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#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH r ° p. c °. u1_,T... T r III III—III=III—' ,- 1x4 P.T. BASE NAILER ° ° = = = =III=III- z ° _ �— T — 1- 4"x4"INSPECTION ° pD ° o _ _ _ _(— TTL_T #5 LAP SPLICE (2) #5 CONT.. -I I=111 , ,LEI�1111 I=III—III—III—III=1I1=11 I —II _ 31/4" BASEBOARD PORT AT EACH NOTE: g I I — —III—III=III—III- N COMP. SOIL. (COMPACTED TO ° a *FOR BEARING WALL I= I I— 1=I I I=III=I I I—i '- — FILLED CELL TYPICAL _ _ _ _ _ _ _ — 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ —_ I co AT GARAGE CONTRACTOR I � 1=1 � 1=1 � I=I 11=1 I I=1 11=111=I 1 I=I 1 I=III=1 I I=I I I=I 1 I=1 I I=I � I I I D1557) 1rr—rr�T-I-t— Trr MIN PSI MAY VARY PER cn -III-III—I 1=I 1—I 1 I=III=1 1—I 1—III=III=I =I —I I=I I-1 4" V-4" MUNICIPALITY. TO CUT BLOCK OR POUR —lii—III-III- ICI III III Ii� CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" DECO GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" CJ'3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 1 100 6x6W1.4xW1.4 M 6 MIL VAPOR ° — — 00 31/2" WWF OR FIBERMESH BARRIER D; D 9 I— — z r min.) 4"---,a a a • • N _ C COMP. SOIL. 1_ ° 00 _ijLFI I — (COMPACTED TO 95% —11 I�r — MODIFIED PROCTOR TTHT�I�1 � 1= 11= I ASTM D1557) (2) #5 REBAR CONT._/3" MIN. CLR. '4 ( I V-4" (1 STORY) STD 90 HOOK (SEE v GRADE ftI11 III III III I' (1) #5 REBAR w/ OPT. I r-SCREEN ENCLOSURE ON 3 CHAIRS TYP. 4" V-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION KA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" Ill3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS `t z M •''I1 ''III ,: �II11 'A - �y. 1—�1 I 'II 11— SEE A/S3 OR J/S6 _I I — � 11��_ „i T FOR REINF. INFO. 3" MIN, CLEARANCE f (1 STOR ) / 1 -8 (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS Ki - 1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' M N d -•: r w M `.• ' •'' d. I 60 4, I� T �I11II •�.r�,�. �T � I •� I11 SEE A/S3 OR J/S6 1� FOR REINF. INFO. 3"'MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT a • ' INTERIOR v ' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C =fop j=1 co 6 MIL VAPOR��— BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0"Qs'l 10" f #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF�� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w! (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR • x CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN oc (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO (TYP')CHAIRSI 8„ 1 V-4" 1 8" I TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 S.G.D. (U.N.0.) � r WWF OR FIBERMESH 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 � - �* � 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Cr a SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION —1 W o w ABU66 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS �., FILLED SOLID (SEE PLAN FOR ° 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) WWF OR FIBERMESH ' BRICK PAVERS or SLAB PER a „ COMMUNITY SPECS - r e e� y�eeee�� SLAB STEP & RECESS S.G.D. rm_,� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� d CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) oo GRADE— — 4 LL' I I I —III z ,,, o I —III —I =1 I —III —III —III w o w c'Ln I�I=1�1 1�=III=1�1 z 00 illl=l _ _ _ = co 1=1 11=1 11=1 I=I I I— FLLj OOTING III III —III —III —III —III III —III —III_ v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 G� M _ OWN/ .J •�rY 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) 4 00 8 E92 N �p co" O0 m n N # , J J Cl) 0) J W W 0 a W L6 � r W a s o @�o mM_j W LLWmor'c° Z 2 Ern N 0 ¢ o 5 _ a N a V N J d 6 ❑❑❑❑ W C, z N o 0 0 o M Q) lL Gn Y (6 w g- o Q .0 II N w c E 2 o (10� wir— U f° w� 2 E p9•..., s = A o ®� sm ti o w Mz o z < J L.L E Q z wo wo >m ¢R z® O E U I••-- � _ Q= X O oCo � 0 0U ❑ o E 2 ~ o a N @ i ao ao ro C <z Y U mE O O z J ¢°• <z �z v� o< z go 2 U <� a LW �k o aLL ¢a_ ,0 CD it D5 ;o a x O ~ U' �N 0 > d' L 00 c N .-. co J O c z T o LO T L j N T 00 a) >1 M r o Z f0 Z 7 E O fn r corl- N C a U J Q Q J JOB NO: 19-8535 SCALE : AS NOTED SHEET NO. S3 (MONO)