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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIESAik 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8° A LUMINUM FASCIA GYP. TYPE "X" @ GARAGE \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8,x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 Q- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c iV t• ,, • s I 0 Z � O0 � Ma' ao 6 MIL VAPOR ► z BARRIER COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB —� SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4- (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' (2 STOR GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE—, (2) #5 CONT. ON 3" CHAIRS (TYP.) JI �7111111 �L IC=,J1 1lll>t:, (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'4% (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH "' ° o TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR 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. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 2x S.P.F. STUDS_@ 16" O.C. 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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"04/16" PLATE WASHER (TYP.) Cl) ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" O.C. ot OR 5/8"x10' WEDGE ANCHOR @ 24" A.F.F. O.C.) 2" ° ° . , 31/2"MIN. a a° a, ° a ELEV. -0'-31/2" z ° .° ° a a A.F.F. 40 o a ° , ° 2x4 CONT. a ►L 4, - ° ° O ° ° O 0 = a °� N O0 ° a a a ° 31/2"(min. -4" GARAGE DEPTH VARIES a 1 a I a 4 IFT I I I GARAGE SLAB AT STEP K"W SCALE: 3/4"=V-0" S3 rIF 2x STUD 8" C.M.U. 1"x P.T. STUD ;6 #5 VERT. IN FILLED CELL N 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 cli 2x P.T. PLATE ASSUMED FINISHED GRADE Z ° 2 \D t> ;0 ° ° p o ° o i o° ° I I I—III—III—III=1 I I=1 I I- p I —I I —I I —I 11=1 I —III —I I 8 ° � III —III —III —III —I � I —I � I N —iiiiiiiiiiliiillliiiiiiii iii iii—iii FRAME WALL TO C.M.U. WALL CONNECTION rD SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" v A A . _ . e TYPICAL THICKENED SCALE:3/4"=V-0" S3 GRADE 1) #5 REBAR w/ OPT. MIN. EDGE K'T SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT 14H O.H.D. RECESS ;T z 13 O.H.D. RECESS Nt N •' T _ .: •. : . .. 4" 41' • A SEE A/S3 OR J/S6 J ry L I Tu- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS i SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED WI 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) 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.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" \ WWF OR FIBERMESH 3 1/2" MIN. 1 - 1/2"(min.)-4" _ 1/2"(min.)-4" (3 11/ 2 (rn� i n�j �- (2) #5 CONT. 4„ 1 1'4" 8" (2) #5 CONT. 4" {'-4' 811 U.N.O. MIN. U.N.O. MIN.- TYPICAL BEARING WALL an STEP nor SHEARWALL C TYPICAL BEARING WALL @ STEP "SHEAR WALL" SCALE:3/4"=V-0" k e-1 1 SCALE:3/4"=V-0" O JPS ems• SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C J �M s INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. L @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR _ e . • > z_ GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE r FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30'MIN, LAP] 6 MIL VAPOR BARRIER 0, . ° .' -°O R 1 7/8" z #5 REINFORCING BAR ° ' r 951_AP SPLICF ,� ■■ ■■ . tat.■"■".--�:-Z SEE TYR WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 9.:E!�1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEAMM INTERIOR A. d • -3 1/2" M CONCRETE NAILS W 1 1/2' J EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE N M 6 MIL VAPOR BARRIER 4�1 INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 N WWF OR FIBERMESH Cl) 6 a ' K S3 '--#6 REINFORCING BAR #5 STD. 90 HOOK NOTE: SEE SECTION C/83 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE 0 W U � ° a D I LU fn (2) #5 CONT. ' =1 I ON 3" CHAIRS 8" (TYP.) 1'-4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-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#) E 6x6W1.4xW1.4 = WWF OR FIBERMESH r A . . 11. . ' 8" II'=11=11.=11' TYPICAL INTERIOR BEARING REBAR DETAILS r F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �,13 SEE PLAN 1 1/2" RECESS FOR ARIES 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 A SEE PLAN FOR " " _ TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN A I N v ci a . ° v e •— .� (2) HTS20 FOR STRUCTURAL r r' BEAM SIZE & CONNECTION INFO c i 20 P.T. PLATE 7/16' O.S.B. COLUMN LOCATION 1 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 SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. o w ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-0" ��S3 161D1 FOR SECURE 2x4 P.T. BTM. PLATE SEE DETAIL COLUMN PORCH SILL w/ 1/4"x3" TAPCONS MASONRY WALL AND ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' SIZE VARIES PER PLAN �, = w/ MIN. (2) #5 VERTICALS a ° ) M FILLED SOLID (SEE PLAN FOR = _ SIZE AND REINFORCEMENT) C'3 UWj = 4\0 °• Z W W o I—i i I —I III —III —I 11=1 O W w —III —III—III ; z BRICK PAVERS or SLAB PER on = .I 11= • • °• — - — ° e Z V-0" FIN. FLR.A COMMUNITY SPECS ILL — III I -III-III-III-III II III -III= FOOTING FOOTING WIDTH W SEE SCHEDULE SCALE: N.T.S. S3 a 'r ,moo %1%t11t11 t 1 E ! 1 ttf,,r,,, ro - CW `''ice a_ '••.....•"' A� �� E la''' 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 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 111111 W I` �� ODE Nm V M N CC,LL C" r iK ID N , PN7 W h � a a � r— z� o _ 10 °f @�s� lox 0 W_ E� <cCL LL °' < :DLn N< M 2 V o J z d ❑O❑ W C4 Z N �U Z z g Q U) N z a o a� � a--+ V N O _- E U 0° ° _ U • S C, C,w a U- zo ao® >o QO E U HV kp� as oa no 0Z Z o 2 E w N C <$ Y m0 Z z 3W wb Z °W W Q � 8 u a N U �o '� S ao =1a ii o 0 `M = 1124 W � "� 00 LO Q C0 m CU = O r- 0 T E z M - Ch ° Z C E 0 w C a U J Q 0 JOB NO: 20-1786 SCALE : AS NOTED SHEET NO. S3 (MONO)