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V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 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 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT =1 I0111 4 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. TII I D • I �I I I I 1 �1 1l '- REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.I- 12 HURRICANE ANCHOR @ EACH -I Ill I Ii I Il I �1 (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g" 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 rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"1 Still ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE �r �r �r 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH JrB SS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR 5/" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS CKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ H END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ NECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE D BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ "x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B.(12)10d NAILS .N.O. 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 EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TID WALL HGT. < V-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". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATIO 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE 7F"' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" „ x 6 W1.4 x W1.4 INCLUDE THE WALL 1.4 A.F.F. O.C.) 2 ATTACHMENTS 6 x 6 W1.4 x ER WWF OR FIBERMESH WWF OR FIBERMESH 31/2" MIN. 31/2" MIN. a ° ° ° ° ° a ELEV. -0'-31/2" p v A.F.F. 0 ° �� 2x4 CONT. ° ,� b ° a _ ° - = I'31/2"(ml ) 4" 1/2"(min.)- 4„ _ ° . _ IH I I I1, in. - _ 4 _ ° `" � 31/2" min. - 4" I I — 1 —I 1 I � I ~ � 31/2"min. - 4" =1 = I � GARAGE DEPTH VARIES ° ° (�� 1/2"(min.) - I I I � (2) #5 CONT. 4„ 11 4 If 1 �, 8„ (2) #5 CONT. 4„ 111�11 ,�,1 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL I STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3!4"-1'-0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs GYP. TYPE "I @ GARAGE \12'N.O. NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE] W/DRYWALL EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C @ SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY ,G� �\NJO (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' FOR WALL HGT. <_ V-6". (2) NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 "x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - ,it#5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR `� G/S3 FOR ANCHORMETAL LAYERS W/ TOTAL THICKNESS 7/8" OVER ° " ° LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8 C.M.U. TYPICAL BOLT INFO. 5/8"4" J BOLTS BOLT 5/8 x 10""'J BOLT 24 0/C W/ 2 X 3/16 PI 3RD LAYER 1/8" THICK. PLATE WASHER TYPICAL K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPES MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR ) (6)1/4"x31/4" TAPCONS 'SIMPSON (I 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 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# c SPACE ANCHOR ) BOLTS 6" MAX FROM 6 6 W1 4 W1 4 - SPACED EVENLY FIBERMESH -I x . x r = w/ (10) 10d NAILS - WEEP SCREED INSTALLED BAR w END OF 2 x PLATE WWF OR FIBERMESH 2x P.T. PLATE :, ARCHITECTURAL TYP. PER MFR INSTRUCTIONS W o ° b FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U 1x2 PT WD FURRING @ 24" O.C. ` ' GRADE c� ' ' ' _ z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi "' ° >. _ .bJ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a Z cop. 25" MIN. LAP [30"MIN. LAP] 1 I�I I ICI L III l��I_ (1) #5 VERT. IN FILL MONO OR STEMWALL ° W I ;11 1=1 I - , • ° 1= f 11 1/2" GYPSUM WALLBOARD -III-I CELLS (SEE FOOTING MONO SHOWN D D - b _ U.N.O. FOUNDATION PLAN FOR CLARITY ° _ _ 6 MIL VAPOR BARRIER o ° r WR 17/8 II I I I I,� I AWFOR LOCATIONS) D °D III I-� _ - z #5 REINFORCING BAR 1x4 P.T. BASE NAILER D D (2) #5 CONT.I- 4'1 INSPECTION D =III=III-III=III=I =I • #5 LAP SPLICE PORT AT EACH NOTE: g D D III -III -III —III -III -III= cv e ° 31/4 BASEBOARD ( - FOR BEARING WALL COMP. SOIL. COMPACTED TO FILLED CELL TYPICAL _ _ _ _ _ _ _ _ -i 95% MODIFIED PROCTOR ASTM - -_- MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ co AT GARAGE CONTRACTOR = =III=III=III=' = =III= =III=III= =III-III=III= D1557)�-r'!'r� rr MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -III, I =III= 1=III= =III-III=III= 11=III=III -' 4" 1'-4" MUNICIPALITY. III=III_-1 „III Ill =„ -III=III- 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 Vv1.4XW1.,+ WWF OR "FIBERMESH" =C141 , °e M - ° 11. L DECO FINISH 4" to 6" BELOW GRADE = z 00 I SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > I z �' min.) 4" BARRIER p r i ? a ° a ' — t> • r _ o COMP. SOIL. ° O° (COMPACTED TO 95% MODIFIED PROCTOR _ - I pl�t ASTM D1557) — „II„ 3" MIN. CLR. I (2) #5 REBAR CONT. V-4" 1 STORY ( ) STD 90 Fi00K SEE 4 SCALE:3/4"=1'-0" S3 GRADE II II II ��(1) #5 REBAR w/ OPT. SCREEN ENCLOSURE ON 3" CHAIRS TYP. 4„ 1'-8" (2 STORY) DETAIL ( MIN. U.N.O. ) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL,� SCALE. 3/4 - 1-0 S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB 14" 13" PAVERS O.H.D. RECESS z O.H.D. RECESS r. • ' . - 4„ - _ T •, +t T'jT� SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 471) •. M it II III. — ,. a.• i o0 — III �• II SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS 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. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAL4 a 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 m a O C — M 6 MIL VAPOR -_-_ BARRIER 36" MIN. LAP [36" MIN. LAP] 10" `" TN P3;CHAIRS 8" V-4" 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S, S3 SCALE: 3/4"=V-0" S3 VARIE SEE PLAN 1 1/2" RECESS FOR 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 ° "'N SEE PLAN FOR = • & LAYOUT DESIGN • TOP OF BEAM SEE ROOF PLAN c ° o ' ° e : ° - - f7 •= (2) HTS20 FOR STRUCTURAL -' _ BEAM SIZE & % I CONNECTION INFO T - ° a' I I — 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING -4 8" z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 a 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"=1'_0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING 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 .c 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 w/ MIN. (2) #5 VERTICALS 00 Z GRADE a ° FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) 1=III = a a• = WWF OR FIBERMESH T `'' z w = — - - - III=1=1 I- w ° . BRICK PAVERS or SLAB PER o w w=1 p CI= -III= • •' • �• - - - = Z z a o 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 I [ • • n `� i r I/LU • • ING --■I...I■--- BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE • • TING WIDTH .11 to CONIC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING rCD12� PATIO COLUMN FTG. DETAIL �N ,v �rft� O To the best of the Engineer's knowledge, infonnation 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 port ons of the drawing pages bearing Engineer's signature and seal. W a vEIlloo g8,�� ogor— N c `�, N u � 04 0 W .2 - WCL a ,6NM au� w� ELL a i-0U-) x 0W Wmo-CO m 2 9 gi m 0- mg �81 W �Ea'rn �oa2 Z VAN O �_ N Q.. Z 5 2 �§ Z 00 ❑❑❑❑ CN S� z 9 z Q Q M o N z � o (3) T fa •U ClJ Y w o o a Ow _ N � v m w o in 8 • �0 c Q -8 o Q w Z M J U_ h � � a o 4 P a E ° oLL ,R R E z a ❑ a O o E N a <= o wZ `o t_ z. U fA2W mo Z K z J m ° Q i Z to �, F 8p Z s° W Q T () wLL � 5o a N F _ yLL A � o __ w �o O CID °z¢ I a� 13 C N 0 '� L `W � / LO _ N T Q C 0 o CO alloo m t\ o T � O � 0) T T O 2 Lo Lrf-) N r M nl o CCj Z r E T Z a E 0 a o JOB NO: 19-8529 SCALE : AS NOTED SHEET' NO. S3 (MONO)