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v, 3 m L0 00 0 rh LO rn v C) 0 J r\ L0 O I N 00 00 0 LO v 6 V) 0 .o a 0 J L0 0 0 I i L0 l0 L 0 0 Q N 0 i W v C c J U UI / 0 i d 0 0 0 a> N 0 0 0 O 0 0 Q m v N V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) FOR UNDERLAYMENT 10'-0" (R302.11) 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF Z PRE ENGINEERED WOOD APPLICABLE. TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH Cl) 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER , e SHINGLE ROOF, SHINGLES TO a . BE IN ACCORDANCE w/ ASTM =III=� V=iL ' ' 11=LI=1 1=�= 9 1-III—III=III I ° II III —III —III=' D7158-CLASS G or H, or ASTM I-1 �I 1=1(�� ; • 1=I I �I 1=1 I 1-1' D3161-CLASS F, IN ' I —I L 1=1 I ! 1=� e - 12 ACCORDANCE w/ TABLE (TYP') VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) 8„ RESIDENTIAL ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG ELEV. VARIFSAi_'\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH--� 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 —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT, FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" 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 0- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE I I n t ep I 00Z Z cN� n I —� I— - 6 MIL VAPOR -/ - z BARRIER _I D '4 D; • I� T e COMP. SOIL. -RE (COMPACTED TO 95% I I MODIFIED PROCTOR I I I I I I I I I I I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" = 1'-0° S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14T O.H.D. RECESS PAVERS �. z M 4. SEE A/S3 OR J/S6 FOR REINF. INFO. 3 MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0%) 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 %" 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) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE (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 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10' "J" BOLT @ 24" O.C. W/ SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND Cl) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL @ 24" O.C.) 21' x 6 W1.4 x W1.4 ATTACHMENTS 2 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. 4-3 1/2" z 31/2" MIN. 31/2" MIN, 2x4 CONT7 A.F.F. p o e = _7ry-� 1/2"(min.)-4" b _ =1T- 1/2"(min.)-4 I I > N oo — — a —I =I I ITS - ,r... p L —,n — IIIi11� GARAGE DEPTH VARIES 31/2"(min.)- 4" I • —I1TI- y _ =1 IT II — 1 =1 IIJ ��-1TI� 1 (2) #5 CONT. I - � I 1 r'! Irr 1 I l lTl.1 4" V-4" 8" (2) #5 CONT. 4" 8" GARAGE SLAB AT STEP (*B� �A MIN. TYPICAL BEARING WALL IN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ ('CC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 O`'�GOR 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 1G� "`\\\ 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING /;_ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR d #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 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 SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT @ 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 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 2x P.T, PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 3500#, MIN. TENSION 2600#) 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR SPACED EVENLY 2X PT PLATE #5 REINFORCING ^ FIBERMESH a BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 _ C„ WEEP SCREED INSTALLED r �,P 2x P,T. PLATE o w/ (10) 10d NAILS END OF 2 x PLATE WWF OR FIBERMESH � PER MFR INSTRUCTIONS ASSUMED FINISHED E #3 OR #4 REINFORCING BAR v v GRADE 40 MIN. F - 40ksi D GRADE_z #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy- 60ksi] �' m e ° o z �, - _ - o FINISH GRADE 25" MIN. LAP 30"MIN. LAP Y a =1T_I— I p I1=—IT_I—I �1T _r MONO OR STEMWALL r� �. [ ] FOOTING MONO SHOWN �TI- I p D. e W ]�I I f=_1 I f I= I I I 1-11�1 FOR CLARITY _ 6 MIL VAPOR BARRIER R 1 7/8" �' I I IT I I I I #5 REINFORCING BAR - Z '_ o: I rI I— 1Tf T z jT! Tj jar f #5 LAP SPLICE j�� ( NOTE: I I — —I I � = *FOR BEARING WALLT7= _ r COMP. SOIL. (COMPACTED TO -I ° W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTMTi- - -_ D1557) 4„ 1-4" FRAME WALL TO C.M.U. WALL CONNECTION rD�'� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION, /- 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.} 4 GRADE co _ _=_- =1#51REBAR w/ OPT. I — '11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E CV ' r Cl) a • �—I t l ;11 ��=11--I ' �. ' � . '. ° � III=11 � I I-- . r SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 21/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT — ¢ INTERIOR ° A. , -31 /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 C N I— M 6 MIL VAPOR BARRIER - =jjj�jjjj( I�I I — fI T —I I'"— I I I I �- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 — I-- � I ICI � I I (oNzj #3' 36" MIN. LAP [36" MIN. LAP] CHAIRS 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES 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 `rN a . AT 24" O.C. MAX. x CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN - TOP OF BEAM 4 .a I In,I I Ir=rl I17 (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL 't c _ - - _ -4 ° ° a : N h-r, ,,=rl LIT n T� `�' E BEAM SIZE & I Q r 1. I �r CONNECTION INFO a d 2x4 #2 SYP P.T. FRAMING w/ I IT�=1T MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 T� ' fi 8 z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE > SEE TYP. WALL SECTION FOR ADDITIONAL > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o W CONNECTION INFO, SLAB STEP & RECESS S.G.D. M SCALE: 3/4"=V-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 TO FOUNDATION PAD INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN w SIZE VARIES PER PLAN M CONT. BEAD SEALANT Q > w/ MIN. (2) #5 VERTICALS - Z o0 2 GRADE �] ) E FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 w SIZE AND REINFORCEMENT) c7 • r WWF OR FIBERMESH ; V, � � W o W v a' PAVERS B PER 0WW = p o • • • Z aRI1K COMMUNITY SPECS U c>Z< w FOOTING -� �I r,, • • PAD REINFORCEMENT CLEARANCE (SEE SCHEDULE) TAPEREDSEE FOUNDATION FOOTING WIDTH CONIC, PAD INFO. SEE SCHEDULE . CPATIO COLUMN FTG. DET a*� Cn cV Lu CC In •14 `; _ cz, G_.= 2 0 R .'pts FppA <o. F'�E Z;dst@@kni9o"BP�l�v S 0 • 4 e E• v �� F� "E/ f To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. WE SO O ° r0 .� 00 00 (m N 00 F13 tit` NOt..�'uL- Wa- Z ase , m a W _ 5N� 0 1 0) m w IL Z . N N 0 Q— zN OU < L) W ❑❑ v M V z N M 0 z � S z o V) N a Cz 1) LL 4 Cn ° U g 0 V) „, o c N U W J - EE L 8 o. U o °� Q OD 0 N O� • W M M J N ¢z p S� z 6 r1 cd,E Z oo<� >N 14 E U F0 ❑a � 00 ,� wz wz @ ? C <o 0 U m� Q m� W<w S o g co 3 a N� m Qo �O C7 XO WW, I oUT cC) = �f J N LL LO LO c m �. Q� CO LO O : LO T W 0 m LO LO M Q CD '- T T E M o Z c0 z C� ECC M c E U _0 a � p JOB NO : 23-00527 SCALE : AS NOTED SHEET NO. S3 (MONO)