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v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS —\ HGT. FOR WALL HGT. <_ 8'4% (2) @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. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 ► e (2) LAYERS TYPE I OR TYPE II e (#15 OR #30) UNDERLAYMENT . t> I 4 FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. VS REQUIREMENTS SEE R905. PRE ENGINEERED WOOD e _ TRUSS @ 24" O.C. U.N.O. 12 HURRICANE ANCHOR @ EACH(NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULATION LE SHINGLE ROOF WALL W/OUT UPLIFT KG G 7116" O.S.B. MIN, SEE ROOF NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 1/2" HIGH ��4EDGE ALUMINUM DRIP STRENGTH CEILING ,✓r RN 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 8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ S.P.F. DOUBLE ( ) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.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"016" PLATE WASHER (TYP.) WALL.HGT. < T-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl2" TITEN HD @ 24" @ 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 ANCHOR NSULATION PER CHART ON FLOOR PLAN 19L4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cn '- (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OIL ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2�� 6 x 6 W1.4 x W1.4 A.F.F. O.C.) WWF OR FIBERMESH \ WWF OR FIBERMESH 31/2"MIN. 31/2"MIN. I d . ° ° ° d ° ELEV.4-3 1/2 � ' • d pp e A.F.F. O ° d 2x4 CONT. ° ° U- ° . „ „ - 1/2 (min.)- 4 " n ° . e 1/2"(min.)- 4" ° °O° ° ° o � n e' ITT' — - v 9 ° ° N � •rT r,-r a •. 00 r,rr ' ° �� •. d I I° ° ° a ° 31/2"(min.)- 4" — 31/2"(min.) - 4" GARAGE DEPTH VARIES ° ° ° d ° ° —11 I I — g � (2) #5 CONT. 4" 114. 8" (2) #5 CONT. 4" ,, 8" U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'4" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING vGS' GYP. TYPE "X" @ 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 1�M�N�o s N (1) ROW 2x BLOCKING @ MID HGT. SCREWS @ 7 O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY c0 FOR L H <_ - ". ) ROWS CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 2x BLOCKING @ 3rd PTS FOR 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 SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) « « TYPES 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 SPACE ANCHOR 3500# MIN. TENSION 2600# *SIMPSON SP1 (6)1/4 x31/4 TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N w/ (10)10d NAILS �, FIBERMESH D BAR W END OF 2" x PLATE W. WWF OR FIBERMESH r r ARCHITECTURAL TYP r 2x P.T. PLATE ASSUMED FINISHEDSi PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W 0 > I Cl? e FINISH < GRADE N _ � � � z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40ksi r a ° - ` 1x2 PT WD FURRING @ 24" O.C. � D FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] ' �- (1) #5 VERT. IN FILL MONO OR STEMWALL Z Cl)c� p. -0 25" MIN. LAP [30" MIN. LAP] 3 • 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN D ° ° o �_ W ° U.N.O. FOUNDATION PLAN FOR CLARITY D D _ _ °O =1 =i =III=� 6 MIL VAPOR BARRIER n• ° — — — #5 REINFORCING BAR R 1 7/8' — - 1x4 P.T. BASE NAILER FOR LOCATIONS) D D o °o ° _ _ I=III=1 III=1 I =1 I I —III —III —I 1 F1 P. z — z 2 #5 LAP SPLICE (2) #5 CONT. — — 4°x4° INSPECTION NOTE: ° po ° g D III 11111 I III I I III I l 1111 I II1I11IIII I • 0 ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" V-4" 8" 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL N -1 I I=III= 11=III=III= I '' COMP. SOIL. (COMPACTED TO (TYP.) FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ __ —_ —_ _—i ' 95% MODIFIED PROCTOR ASTM —_ — 10" MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR III=III=III=1 I I=1 I I=1 I I=III=1 -� I, I 1=III=1 I 11=III=1 11=III=III=III=I =III=III=III—I 11= I I—III=III 11=I I I= _ i II , I �� D1557) « 4 i r 1-4 t m #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR ;III sill= —�-1 it III ;III IT-� -1 I_K"'E� #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE --III—IT WALL W/UPLIFT rG CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS F OR "FIBERMEE SH"" FIBER "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4=1-0" " ' S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 BELOW GRADE SLAB INFORMATION SLAB INFORMATION. E� , L t ° ` e, ] °O 6x6W1.4xW1.4 o0 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► , Z(min.) 4" BARRIER D .f p �• 1 N - ° e ° GRADE COMP. SOIL. T o0 - I_ — — (COMPACTED TO 95% _ _ ° (1) #5 EB R w/ OPT. MODIFIED PROCTOR — S E�I EEIN LOSURE ASTM D1557) a 3" MIN. CLR. I (2) #5 REBAR CONT. 1'-4" (1 STORY) STD, 90 HOOK (SEE 4 ON 3" CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL)MIN. U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS I DRIVEWAY IEXPANSION JOINT I .-. CONCRETE SLAB 14' O.H.D. RECESS z 13' O.H.D. RECESS4 N PAVERS r M 4, 4... 74 . • _ _c T I ., e• a ;.. 4 � .. '. °° 4„ , 'y. 7 SEE A/S3 OR J/S6 I - SEE A/S3 OR J/S6 - I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STC RY) 1' 8" (2 STOR) 1'-8" (2 STC RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS K�j SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAh INTERIOR ° • , -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 C �r E c N � M 6 MIL VAPOR BARRIER FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1 S.G. RECESS FOR ARI WW OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO e SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN 0O C e °'. C ° ° e ^ (2) HTS20 FOR STRUCTURAL r _� BEAM SIZE & CONNECTION INFO 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. w 0 SCHEDULE OPTION #1 Cr a 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 Cn 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"0" 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 ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -, EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN Ir i CONT. BEAD SEALANT = w/ MIN. 2 #5 VERTICALS () oo : RAD - —1 d —j E r, FILLED SOLID (SEE PLAN FOR 1--1 ° 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) C7 ;III=1 I ° °• = = I = =1' =1 WWF OR FIBERMESH_ r z 1`-w o 1= a w I —III —I I I=III=1 I=1 I v =III=III- " BRICK PAVERS or SLAB PER w=III p o `" 0 -1 i I=1 ! • ° z a —_ --- . z� _ Nzi ° 0'-0" FIN. FLR.A COMMUNITY SPECS " � I=1 =III=III=III=III 1 I --M =III=III—=- TIT TTT—I fT TTT—TTT III III —III —III —I I —I I I I=1 11=1 I I_ FOOTING J WWI i I ;,I11� I ,I I =I I I=I I I—' BEYOND ,, . PAD REINFORCEMENT � �11111 i111=1 111 3" MIN. CLEARANCE _...• SEE SCHEDULE INTERIOR ---- WALL SLAB STEP NON-BRG. TAPERED ©COLUMNDETAIL .,.1tFitllElF1 (SPF i r} N .��ftiltilla 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. Q E CD o 8 a N ik v G C� #Co 7 In (71 J W Q � L W LL rL yMfN7 a Cp LL LL a -vimZo Z L 0 F �0 m m o W 02pjO' Boa ZCO n o a6 0 co U0 � Z O U ��71 W 0 Q J Q-E3N V) N z .9 --0 0 W (D 4-, •U 0 LL N c W � U Q8 s o M Lo w Z U- E Wo >o Q E OV Woo oa U OU N IT �a o ai a Z ¢ r_ � U)C a ZZ OY mp Z z yy J 3 �b F <W fN z2 go W N 33 a 3 $ a Nk z 0 a CID ZIQ o� U �S 0 CV = E2� J � W \ �o 0 ./ o M Y CN ^ O ^�^11 2 (0 T t 0 CT) . � = 04 s— r CO c0 M m M N o z Z CD E rA Ivcc c a U -j '10 Q p JOB NO: 20-8080 SCALE : AS NOTED SHEET NO. S3 (MONO)