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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES INSULATION LE-� / 5/8" OR 1/2" HIGHS 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 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.0 1(O HIGH STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR 5/" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10) 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w! STUD BELOW TOP PLATE STUD BELOW (1) ROW 2x BLOCKING @MID (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. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12) 10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 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 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 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 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 & _� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2 #5 CONT. ON 3" �' - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) () 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 OIL UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `' `'' ELEV. 0'-0" PITCH > 4:12 ° e OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1,4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II A.F.F. O.C.) 21. WWF OR FIBERMESH ATTACHMENTS 2rr WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - = I -1I I=I °° . e ° ° 1= I= I=I 1 o ° ° °° O 31/2"MIN. 31/2"MIN. 1 -III I D TT jr-III-I r a ° ° ° ° ° 4 ELEV.-0'-31/2" Z FOR ROOF PITCH 4.12 OR LESS. ° . e PRE ENGINEERED WOOD I I-IT��T I I 1 19, _ _ TRUSS @ 24 O.C. U.N.O."' I I I -I MITI =1 11=1 ff=Tf T I HURRICANE ANCHOR @ EACH 8 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 GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0° S3 ELEV. VARIES FOR ADDITIONAL SLAB - a.N.O..2x INFORMATION. LUMINUM DRIPDGE LUMINUM FASCIA 12" SUB FASCIA EE SOFFIT D ° . °3N L��Lj 9 1a A.F.F. p p a ° ° ° 2x4 CONT. a a u D A;° -1-1 � 1/2"(min.)- 4" p ° . j ° - I =1 I r;�] l 1/2"(min.)- 4- CD° a ° ° _T HI- 00 31/2"(min.)- 31/2"(min.)4_ GARAGE DEPTH VARIES - 'I-i Tr (2) #5 CONT. 4„ ' 1 1 �rrt r 8„ (2) #5 CONT. 4, Trr-1 t- Wig„ U.N.O. MIN. U.N.O. IN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEPrc C SCALE: 3/4"=1'-0" III S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. CAP ecs' 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M�N0o s SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. - c�.1 `V 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL 5/8"x6" "J" BOLTS BOLT 24" O.C. VERT. OR @ 5/8" x 6" EPDXY BOLT OR (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" @ PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH :. IFTLAYERS FORM SUBMITTED WITH PERMIT APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 1/8" THICK. SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2X PT PLATE WEEP SCREED INSTALLED PER MFR INSTRUCTIONS / CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL K.O. BLOCK 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BAR < w #3 OR #4 REINFORCING BAR GRADE 40 MIN F = 40ksi NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE D a 1x2 PT WD FURRING @ 24" O.C. GRADE , o ° z #3 & #4 LAP SPLICE y �Ti ° D FINISH GRADE o0 (GRADE 60 MIN. Fy= 60ksi] a �T-I I p . (1) #5 VERT. IN FILL MONO OR STEMWALL ? - - a D' . 25" MIN. LAP [30" MIN. LAP] -III=1 I I- 1/2" GYPSUM WALLBOARD .I I �= I I g ' 1=I I (_� D • CELLS (SEE FOOTING MONO SHOWN U.N.O. LU FOUNDATION PLAN D D °D ° 1>4 00 6 MIL VAPOR BARRIER -I IT � ° I = I - °° r-T'=� I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-611 . 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 i-I ff-(�T- I t T=1 T f TT�r FOR CLARITY ° - _ - A. _ _ _ .- R 1 7/8 - I I-1 n-111 1 I -I 11 I I -I l Ir FOR LOCATIONS) p o d ° b-=�=�-) �- I��Lr �) 11= N z #5 REINFORCING BAR I Tf=1T1=1T1= 11Tf III 111= 1x4 P.T. BASE NAILER °=I I=I I-� I=� �_ ° ' I_ _III 12 #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION > ° _ • �= I 31/4" BASEBOARD NOTE: ° p p I �_� -� �_� =1 �_� 2 1 e �i`_� -_ PORT AT EACH R III-� I -� -� I-� I I-� �- N COMP. SOIL. (COMPACTED TO ° FILLED CELL TYPICAL FOR BEARING WALL �_�-� =� �_� =I I : I ° W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ - __-_ 111 = 95 /o MODIFIED PROCTOR ASTM �I I 11=� �I I-T 1I-jjj��jjj MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ _ D1557)T 11� c� AT GARAGE CONTRACTOR III=� I=� I 1=� �_� (_� I=� 1=� �_� �_� �_� �_�=I 1=1 I_� MIN PSI MAY VARY PER cn =1 -� �_� �_� =1 i=� =1 =1 �_� �_� -� �_� I 1=� 1=� -1 411 1�_4" TO CUT BLOCK OR POUR "-I i-III-) 11-11 1- 1-1 MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 0 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" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE S3 SLAB INFORMATION. A - Z 00 r, d f((=T=I I r L D I 6x6W1.4xW1.4 �MY Imin/24" WWF OR FIBERMESH 6 MIL VAPOR BARRIER �II • • GRADE COMP. SOIL. (COMPACTED TO 95% TII MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT.-/ (1 STORY) STD. 90 HOOK (SEE O CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA 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 4. . w �[III III r-. 4 � _ ? ��I I +•eI I I-� SEE A/S3 OR J/S6 � III 11 r FOR REINF. INFO. 3" MIN. CLEARANCE 14" (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. 00 - 'RT-i-r'r 11-11 - _ -(1) #5 REBAR w/ OPT. t=111=T�1= , r_ I- 1=111= I I=SC,REE�1 ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N' M M .•.. e Mr I4" SEE A/S3 OR J/S6 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. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT INKa INTERIOR ' . 31 A 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 4d v E- N T TfT= I = f Cl) 1=1 6 MIL VAPOR BARRIER�- -11=1 I jI�I�I 1-1 IrI I 111 I- ' I I1I�fill 11� 1.4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=1'-0" S3 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 8„ 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 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 TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN - - -° v a a ° I _�'> ' - (2) HTS20 FOR STRUCTURAL -� I_I� 1=,1I SIT r' E BEAM SIZE & N ' I 11- CONNECTION INFO i ° a' a II TI..'. •..-III I- I 2x4 #2 SYP P.T. FRAMING w/ _T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 7 fi 41�-"'- - 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE 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 SCALE: 3/4"=V-0" S3 2X STU -LU DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL MASONRY WALL AND O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT ;1 w/ MIN. (2) #5 VERTICALS 0 g GRADE a r, FILLED SOLID (SEE PLAN FOR - _I _ = < a _ W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0=1 I r WWF OR FIBERMESH L.L.w o ��I ��I ��I�� z ° I O w �- OECS r- OMMUNI-WS- PAD REINFORCEMEN 3" MIN. CLEARANCE ,4 (SEE SCHEDULE) ION TAPERED . K. J o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=V-0" S3 2X STU -LU DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL MASONRY WALL AND O.C. PAD FOOTING GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .. W/DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS E TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �' ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT ;1 w/ MIN. (2) #5 VERTICALS 0 g GRADE a r, FILLED SOLID (SEE PLAN FOR - _I _ = < a _ W1.4 x W1.4 N SIZE AND REINFORCEMENT) 0=1 I r WWF OR FIBERMESH L.L.w o ��I ��I ��I�� z ° I O w �- OECS r- OMMUNI-WS- PAD REINFORCEMEN 3" MIN. CLEARANCE ,4 (SEE SCHEDULE) ION TAPERED . K. OECS r- OMMUNI-WS- PAD REINFORCEMEN 3" MIN. CLEARANCE ,4 (SEE SCHEDULE) ION TAPERED . K. i�ii T�I•il pep �l'��Qi�� vJ ,• fOv� �. ,,;moo •� +`� ��ryry ems•' �� L o • 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 Z6 ni M E d' 8 to N N 00 J (6 N -j is 04 # 7 tf7 J W L LL a u a s z J W m y �o 0 °m o a N m J co a W C/) _j 0 IL 00 0 LO M z O a z N .. a 00 U J ❑❑❑ W V M � og z N z o � � z E3 M (L) 0 0 NLL W � V O cn �V) w o C N U W J U o N Y ® 0 N 6 � II�° o w M co o 5 Z Q � U- a E O w� Wo zo <� Z, oa I- CL X0 �00 O E o @ a o �0 d Z w� H L ❑ ¢73 wm0 CJ) C: O Y U:) �m <W J N o< 2N Zz go a o� O u ,o1. I-. < ` W �o U O T Q > O O U n' GoO E p r0 O (0 a r C Ch o z z N E U d Q p JOB NO: 20-6227 SCALE : AS NOTED SHEET NO. S3 (MONO)