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r FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 5/8" OR 10 HIGHJ 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 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH _Z \-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. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR V GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM 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. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 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 (TJAND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @BOUNDARIES, 6" O.C. @ @ 24" O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & SLAB & BLOCKORTAR SIMPSON EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N _ "' '� STEP SIZE OF FOUNDATIO 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 WIL2x P.T. BOTTOM PLATE PITCH > 4:12 , A - - I , AIK OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL A.F.F. O.C.) 2 ATTACHMENTS 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II ° ° ° ° WWF OR FIBERMESH WWF OR FIBERMESH ° 31/2" MIN. 31/2" MIN. (#15 OR #30) UNDERLAYMENT - r . ° ° c ° ° ° ° z FOR ROOF PITCH 4:12 OR LESS . ° ° ° ° ° ° ° a ELEV. -0'-31/2" Z ° a ° ° ° d A.F.F. p n . PRE ENGINEERED WOOD - _ ° ° ° ° ° ° 2x4 CONT. a ° ° w e . „ „ TRUSS @ 24" O.C. U.N.O. - 1/2 (min.)- 4 e 1/2 (min.)- 4 -` .� .4 a ° I I ° ° N n rr n 0 0. _ n rrr n _ P �.- •. HURRICANE ANCHOR @ EACH - - - GARAGE DEPTH VARIES ° 31/2 (min. -4_ 3 1/2(min.),7 4 TRUSS (SEE UPLIFT SCHED.) W/ g�� - - - -* _ - - - - METAL PL. UNDER EA. TRUSS ° ° ° ° ° e ° ° ° - - - MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" - 1'-4" 8" (2) #5 CONT. 4- � 4 g" SHINGLE ROOF U.N.O. MIN.U.N.O. IN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALLrc,�* TYPICAL BEARING WALL @ STEP rCC NAILING ING SCHEDULE ON SHT. „= , " S3 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION SCALE: 3/4 -1-0 SCALE: 3/4 -1-0 ELEV. VARIES FOR ADDITIONAL SLAB - - INFORMATION. ALUMINUM DRIP coN��'UOJs� t EDGE ossc�Re ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' E 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C \\12"N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEET o LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ M�N�o s EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 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 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR TYPE "S" MORTAR 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 *SIMPSON SP1 (6)1/4701/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING W/ (10)10d NAILS - r 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ARCHITECTURAL FINISH NP ASSUMED FINISHED - PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR " c > . GRADE 40 MIN. Fy--40kS1 1x2 PT WD FURRING @ 24 O.C. GRADE � �. � e � = z_ #3 & #4 LAP SPLICE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° �, FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi] CELLS (SEE FOOTING MONO SHOWN p _ o a 25" MIN. LAP [30" MIN. LAP] U.N.O. p oo p , e o0 FOUNDATION PLAN FOR CLARITY ° _ _ _ _ 6 MIL VAPOR BARRIER , TAAA„ FOR LOCATIONS) p D ° p =1 I =1 I= I= 1=1 1=� N z #5 REINFORCING BAR R 1 7/8 NOTE: SEE SECTION C/S3 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 P W U I_ g � W � �T I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 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#) E 6x6W1.4xW1.4 WWF OR FIBERMESH =rr-',Mrs"I1. 1x4 P.T. BASE NAILER ° III-11 I -I I I -III -III -I 1 I- ? T 2 #5 LAP SPLICE (2) #5 CONT. '� I 4"x4" INSPECTION D _ _ _ • . - 31/4" BASEBOARD PORT AT EACH NOTE: g p II I I I I I I II II II I I I I I I I 1 N COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL FOR BEARING WALL =III=III= (=I I I I I I 11 o - W/ UPLIFT ONLY _ _ _ _ _ _ 95 /o MODIFIED PROCTOR ASTM - MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR I i 1=1 1=1 1=1 1=1 11=1 I=1 I=1 11=III=1 11=1 I i=1 11=1 I=III=III=1 I D1557) -- MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR -III-III-III=III=III=III-III-I I 1=I I 1=III=I i-1 I 1-1 I I=I 11-1 4" 1'-4" -I 1 I, III -III -III -I 1 I-III-III-� I I III- I I I MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D 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" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION.��S3 SLAB INFORMATION. Es - ` I 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► I i min. 4" BARRIER ; D �t 1 " ° " 3 GRADE �• • =-,'A. a COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT._/l'-4" (1 STORY) STD. 90 HOOK (SEE ON CHAIRS TYP. 4e 1'-8" (2 STORY)[ DETAIL) ) TYPICAL WALL SECTION q SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 O.H.D. RECESS PAVERS-\ z l� Ill n it I�II.��I0, 11--R_411Ell if loll IIII mom MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV M J. : . t. ' aTrUr. 4" T SEE A/S3 OR J/S6 I - FOR REINF. INFO. I I 1 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 20- HOLD GYP. BD. 1/2" FROM SLAB 0.01. J CONT. BEAD SEALM INTERIOR 4 4a -3 1/2" ,K 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 4 00 C E- II=III= 11= M 6 MIL VAPOR = - i'- BARRIER . . . . . . ... ... 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'4" 8" (TYP.) 10" 46 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS r F WALL W/ UPLIFT r G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) AT 24" O.C. MAX. FOR TRUSS SEE PLAN FOR jk = " CONNECTION INFO M a . . TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 < a a A (2) HTS20 FOR STRUCTURAL. BEAM SIZE & CONNECTION INFO- - ° 'A . 2x4 P.T. PLATE 7/16" O.S.B. COLUMN LOCATION M — •' •, I I 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 #� w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL J 6x6 P.T. #2 SYP SLAB INFORMATION. � w W ABU66 SLAB STEP & RECESS S.G.D. K'M� SCALE:3/4"=V-0" S3 —2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 , '- 6 x 6 OR FIBERMESH ° `" ° ° FOR COLUMN TO BEAM ATTACHMENTS 0' 0" FIN FLR TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER COMMUNITY SPECS 8" MASONRY WALL .. EXTEND FILL CELLS TO FOUNDATION PAD `. CONT. FOOTING STEEL MAT REINFORCING. c' ' 9 a ° = _ __ _ ° a _ c� I = I I ° °• 1= = =1 I =1' Z w I -I 1=I III -III -I 11=1 I w o W Cn w III=11I I 1.1=1 1=1 1- Z 00 = =1 I= • • °• - - - = z " -- - Ill ilr4'1' 4 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 I I -I -III-III-i I I -III I I -III -I I i-=- FOOTING J -III III -III -III -III -I I III=1=1 I_ U I. II II I ITii 11 l l l ,I I -III=III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �,13 a 0 0 C P-fL- M Z N C� (D _ z g J t-I tl N N z 8 Q) Ur r, �z C1 N 09 U OLu �N _U 0° 12 E _ 0 g8 U �+ e Q OM S� N N Z` o a W z as Uj lu oz. ��` ✓ C� '• i 4?IR Q: f 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o co Cl) z g W J U- E g E z o � R. >a o go Q E U �0oZ ❑a W z o� N i aP ao °dc oZ r14 mz io z Qz N ) m`6��' a b 10o aw Z W a v w ao �LL a yw r_ a J O y0 < �� o CO za: aF 03 o �— � M L ,> qqr V x(1) 00 N > O Q C o N a m co 'T O _ Y1 _j -,t N T oi00 M `— M CM c Z _ O y E Z c a E U j Q p JOB NO: 19-5340 SCALE : AS NOTED SHEET NO. S3 (MONO)