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(1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS /- HGT. FOR WALL HGT. _< V-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 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 E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT I. -I I't1-11R=I LIE=1 I �II II I I —I —I . a D ° '• 1=III-1 I �1 �I 11=I I I ;1- ' CD FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. AM REQUIREMENTS SEE R905. PRE ENGINEERED WOOD — "'—" —I I11 I I—�CII I — TRUSS @ 24" O.C. U.N.O. TI Ir12 — =—HURRICANE ANCHOR @H VTRUSS (SEE UPLIFT SCHED.) W/(P') ARIES I' Ign METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULAT11ON 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 SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT EXTERIOR WALL INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN SEE CC/S3 OR 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR NAILER 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS ARCHITECTURAL TYP. 1x2 PT WD FURRING @ 24" O.C.-/FINISH ' 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN D FOUNDATION PLAN FOR CLARITY D FOR LOCATIONS) ° � 1x4 P.T. BASE NAILER 4"x4" INSPECTION NOTE: D 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g FILLED CELL TYPICAL W/ UPLIFT ONLY MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=1=1=1=I 1- MIN PSI MAY VARY PER cn TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 W1.4XW1.4 WWF OR n- = NOTE: EXTEND FRAME WALL TO C.M.U. W 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES ° a 0 GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8 "OR "OR 1/2"HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF a „ „ (U.N.O.) (OR GYP. TYPE X„ @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS e BLOCKING @ 12„ O.C. w/ (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) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. < 8'4% (2) ROWS 2x BLOCKING @ 3rd FITS 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"xl2" TITEN HD @ 24" @ 3rd FITS 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/81° 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 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL �„ 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 �3112" MIN. �31/2" MIN. I ELEV. -0'-31/2" z _ O p b— a A.F.F. T 51/2"(min.)CD 00 ° •. —I —1 I —III- — a •- I1 31/2"(min.)- 4' 11-1 I —11 III —III- 31/2"(min.1-7. 4" ;I I �I I I I 111=1 I I- =�=1 I -1 11- _ _ I �_ I I'' 55-NE,11 , , I -1�ll hI II_I ; $(2) #5 CONT. (2) #5 coNT.4" 4 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 •c�E°S�GJ 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ` 10 M�N�o s INSULATION PER FBC AND ENERGY \,/ c°�' (1) ROW 2x BLOCKING @MID HGT. 8" C.M.U. FORM SUBMITTED WITH PERMIT NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION WALL HGT. > 8'-6" . #5 VERT. IN FILLED CELL N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON Od N SP1 w/ SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 10 10d NAILS 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK ( ) 5/8"DIA. EXPANSION BOLT 24 " O.C. PLATE WASHER TYPICAL @ @ 24" O.C. VERT, OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR .E SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r r 2x P.T. PLATE ASSUMED FINISHED --, F I cl? PER MFR INSTRUCTIONS o P • ° p• #3 OR #4 REINFORCING BAR U z `* GRADE 40 MIN. Fy= 40ksGRADE z #3 & #4 LAP SPLICE 0kD FINISH GRADE 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 6sJ _— III_— III_ — I I la • a p u I �I I� I I_ I I I_; o I i lII I=1 I —III D • III I I=1 1=1 I LI= r il ,III=°I O0 W 6 MIL VAPOR BARRIER 11 °' =#5 REINFORCING BAR R 17/8" II=III=III1_ I —� II II 'll III. III=1=1=1 I 1=1 1=1 11= ? (2) #5 CONT. -I I I -III -III, . , I I I , , , I =1 11=1 1=1 1=1 1=1 1=1 I I • I T�1-� I I #5 LAP SPLICE III —III —III —III —III —III iv _I o 9 OMMODIFIE(D COMPACTED PROCTOR ASTOMI�T�1ITII=T — T itI L�� E7 I I=1 I=1 I=1 I =1 I =1 =I f IEI 1 I ,III D1557)�- 1 1=1 1=1 I=I 1—I 1=III—I I —I i- 4 1'-4 I � 1111111111, � ,III, ,111-III=III= I i l- -'O'ONNECTION rD"'� TYPICAL EXTERIOR FRAME WALL FOOTING "FIBERMESH" DECO FINISH 4" to 6" SCALE: 3/4"=1'-0" n� SCALE: 3/4"=V-0" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SEE TYP WALL SECTION FOR ADDITIONAL SLAB INFORMATION. c11 00 \�l Cl)—� ° t I 6x6W1.4xW1.4 6 MIL VAPOR o c I - = z 3 1/2" WWF OR FIBERMESH min.) 4 BARRIER — C p ' 4 I� c ° a' • T _10a COMP. SOIL. I e 00 (COMPACTED TO 95% =1— — — MODIFIED PROCTOR - — � — — �=-11 ASTM D1557) 7 ' I -I 141 (2) #5 REBAR CONT. 3" MIN. CLR.1'-4" (1 STORY) 11 TYPSTD 90 HOOK (SEE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. GRADE -(1) #5 EBAR w/ OPT. II I� I -S,Cr 2EEEN ENCLOSURE N 3 CH DETAIL) AIRS . 4" V-8" (2 STORY) MIN. U.N.C.0 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS � z M �fT�Tff11 , _ = r SEE A/S3 OR J/S6 L I m I I IT FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d M NA' ..: ,. . e. I 50 1=III=1I . I:4 �- III SEEA/S3ORJ/S6 -1�Ii1 I Ii�7,,, IIi111 1= FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 2.r 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALA& a INTERIOR A. .. -3 1/2" a d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as a 00 c CV M 6 MIL VAPOR —1--Ft BARRIER 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" (TYP.) 10" #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"=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) SEE ROOF PLAN S.G.D. (U.N.O.) �� r WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR x &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURALr BEAM SIZE & CONNECTION INFO I 1 t 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING Cn w o SCHEDULE Q a > w 6x6 P.T. #2 SYP —2X STUDS @ 24" O.C. U.N.O. g SEE DETAIL 16/D1 FOR w L ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 � 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN ,-CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH SIZE AND REINFORCEMENT) 4�4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 i■iCOMMUNITY • SPECS 00000. , � ,00000coo��, S �o;`` .�. 000. TAPERED COLUMN R. SCALE: 314" SEE A/S3/J/S6 —` I S"rru�'-�'—'-`�'r-r-' 8„ FOR REINF. INFO. 1 1 ! t OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. rm,�� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' C7 00 GRADE_ _ a C7 ICI —ICI d d a• ° —ICI ��—Ill—_ zLU LU W 00 -III=1 ! •'o • LL W — Q 11=1 =1 l l=1 l=l 1=I I =l=III— FOOTING -III III —I 1=1 1=1 l—III III —I 1=1 1I- I, l l=1 l—1 l I—1 1 1 1 BEYOND PAD REINFORCEMENT 3" MIN CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 gR vv/v • _ Q : v F.rO 2b �: o r •, 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. U) E 00 ccpp Q O N N it 00o m C N J 0 N��LL aMrn 7 LL CV LL U) ( M W Q �C:L 0.a�d Z-0(n°' o Imo re 0 O C 2!m O r WW �E°'rn Boa ao N Q Cl) Z U J LL z °d ❑❑❑ z N O � O � N z C C, z o d N �N z a a w n 'u OLLr � In r�L- o N � o ,— U CO 12 , ~ $ ! _� c=wa o 0 M ®0 �m o W Mw M op Z L - Q E o o0 � "_ 1 N ` z®6 -0U8 o E M XU �0 W¢ N % �o < az r� L I C Y � m o � ¢m gz Q p¢ K dZ N F U � oZ ~6 =3 O cozQ 1 0 a °11 0 N � = > L � m W @ c� .> O > 00-14IN Q L O 0 m D T O Co r I O o r a) m 2: O \ T— vi cM O Z Z E O d E U J Q co c � JOB NO: 20-2742 SCALE : AS NOTED SHEET NO. S3 (MONO)