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7\/IF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. wl (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR /„ GYP. TYPE " X" @ EACH END (WHEN PARALLEL) GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS J 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 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 @ O.C. OR 5/8"x10' WEDGE ANCHOR APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "S24" O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS SIMILAR , THIS REFERS TO THE T FOUNDATION ONLY"( ) IF NOTED, 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" "° ( STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 6 x 6 W1.4 x W1.4 r 2 x3/16 PLATE WASHER TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH " `' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE PITCH > 4:12 , , ° OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2 LAYERS TYPE I OR TYPE II A.F.F. O.C.) 2�� x 6 W1.4 x W1.4 ATTACHMENTS 2 6 x 6 W1.4 x W1.4 () ° 6 >' o ° d ° ° ° ° a °° ° " Z 31/2"MIN. WWF OR FIBERMESH 31/2"MIN. WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - C - a ° ° ° ° ° a ELEV-0'-31/2 - FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. o - - _ ~ REQUIREMENTS SEE R905. PRE ENGINEERED WOOD rW° TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH (NP•) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" d ° ` d d d ° ° ° A.F.F. CO) °� ° ° 2x4 CONT. a ° ° d ° LL t. °. ° . - '31/2"(min.)- 4" TK t. ° ° ' -W", 1/2"(min.)- 4" 00 GARAGE DEPTH VARIES ° ° 31/2"(min. - 4" - 1/2"�- 3I r d ° d g 2 #5 CONT. - () 4" 1'-4" 8" (2) #5 CONT. 4" '-4' 8" U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL I@ STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM \12'N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ ��N�0 SCREWS @ 7" O.C. SHEET LOAD BEARING OR -4444 2x STUD INSULATION PER FBC AND ENERGY \,/ �GON��NUc (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` - ( ) 8"x8"X16" KNOCK -OUT 7 FOR WALL HGT. < 8'-6". 2 INSULATION PER 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - jt�#5 VERT. IN FILLED CELL 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 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „° ° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 5/8 x 10' "J" BOLT @ 24 O/C W/ 2" X 3/16 (10) 10d NAILS NAILER BOLT INFO. 3RD LAYER 1/8' THICK. K.O. BLOCK 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON �° 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR STD. 90'H00K (SEE DETAIL) 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 TYPE "S" MORTAR 3500# MIN. TENSION 2600# (6)1/4"x31/4" TAPCONS SPACE ANCHOR ) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] E *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �, w! (10)10d NAILS �, WEEP SCREED INSTALLED BAR � END OF 2" x PLATE WWF OR FIBERMESH r- 2x P.T. PLATE w Cl? , ARCHITECTURAL TYP. PER MFR INSTRUCTIONS 0 FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE �l v " ' ' _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _ a p _ a (1) #5 VERT. IN FILL MONO OR STEMWALL ° -0 [ FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] -L1=1 ') C Z M - 0 25" MIN. LAP 30" MIN. LAP]g I-111� 1/2 GYPSUM WALLBOARD U.N.O. CELLS (SEE FOOTING MONO SHOWN w FOUNDATION PLAN FOR CLARITY ° D 00 6 MIL VAPOR BARRIER I e ° T � p R 1 718' I- FOR LOCATIONS) D p =III= I =III=III= - Z #5 REINFORCING BAR [ i ll 1x4 P.T. BASE NAILER D °=III=III=11 I=1 I 1=1 1= 2 #5 CONT. 4"x4" INSPECTION o °-__--_-__--_- • I #5 LAP SPLICE ( ) 31/4" BASEBOARD PORT AT EACH =III III=III=1 I III I - " _ � 36" MIN. LAP [36"MIN. LAP) ON 3"CHAIRS 8" 1'-4" 8" NOTE: g ° � III -III -III -III -III -III N o ° *FOR BEARING WALL COMP. SOIL. (COMPACTED TO (TYP.) FILLED CELL TYPICAL =III=III=III=III= 95%MODIFIED PROCTOR ASTM - TV� 10" W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR =III=III= =1 I = =III= =III=III=III= = =III= - D1557) MIN PSI MAY VARY PER -III, III iI =1 =III=I I I-III=III-III=I 11=1 =I I I=I I I 111-' 4" 1'-4" t #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -I-1 1-III 1 III III -� -1 I I_ I 1 #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 aw 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 = COr'' cua ELV "FIBERMESH" fV I,00 °> DECO FINISH 4" to 6" BELOW GRADE Z SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SLAB INFORMATION. 6x6W1.4xW1.4 ° 3 1/2" WWF OR FIBERMESH 6 MIL VAPOR _ I - Z min. 4 BARRIER u :I p 4 N a av GRADE COMP. SOIL. ° T O° • - - -_ [�} (COMPACTED TO 95% - -�T- I - I I I [MRi I I _ i� - (1) #5 REBAR w/ PT. MODIFIED PROCTOR _I I I- I jI S�REEN ENCLOSURE ASTM D1557) I � I 3„ MIN. CLR. I r (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE 4 t MIN. U.N.O. 4" V-8" (2 STORY) DETAIL) 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 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS � z • s _ �• T SEE A/S3 OR J/S6 -I I FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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' M -II =11 I 4„ SEE A/S3 OR J/S6 UP FOR REINF. INFO. I I ITi" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR IES 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. -- SEE PLAN FOR CONNECTION INFO - d M " e . TOP OF BEAM & LAYOUT DESIGN - a SEE ROOF PLAN d A dTr - - N d V (2) HTS20 FOR STRUCTURAL r _� v - C') BEAM SIZE & i; ' �' E i I CONNECTION INFO - 8 P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0 e J CONT. BEAD SEAMM Q INTERIOR 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 M 6 MIL VAPOR - - i'� BARRIER ,6 I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/JlS6 MIN 7/16 O.S.B. SHEATHING r 8 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 r a SEE TYP. WALL SECTION FOR ADDITIONAL > w 6x6 P.T. #2 SYP SLAB INFORMATION o W ABU66 SLAB STEP & RECESS S.G.D. K"M SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND GARAGE ATTACHMENTS & 18/D1 PAD FOOTING 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 TO FOUNDATION PAD 9 ;. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN r M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS - z °p GRADE- a ° M FILLED SOLID (SEE PLAN FOR 7111 - a Q 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) 0 _-.1 -III=III ° °• WWF OR FIBERMESH Z W o -I I I= I W 1 I I=III- ° RICK PAVERS or SLAB PER oUj zw.=W 00 a 0'-0" FIN. FLR CO MMUNITY SPECS ° ::::::_FOOTING �Wqaa 1 1 1 l l l l u l l =III III- BEYOND I-I 1111 l .� I ION (SEE SCHEDULE) FOOTING WIDTH- N PAD INFO. U / i I �f CC-::-,) z N t0 z g Q v LL C11� T Cn Y Ow t/) c E to o � � U 0° - o Q N N z S�Z� J o pU a U m w pW, LULU Z 0 �•r?,�iiG(FIP/ff0 0 t7 Z. 8. A\ e�,f,llitt;E,t 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 Engineers signature and seal. C Cl) �w z o LA- Z aLL > =® � _ K O U U O U zd z O N t a p wo Q� az ¢z mo x �� Oz >z Z fn J a ° z z W 2o Q �a g o aw a 'S z =I3 o w �O a v 0< °3 2O 0 124 ^L' W ,! N _ N T� Q C o N W C f"' ..� C ■ J N Lo N LLB T T E M M M N ° m Z w ^ E 10 Z c a E c°�0 Q o JOB NO: 19-5331 SCALE : AS NOTED SHEET NO. S3