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J UIi N i J M N r v O .o J N co 0 I N 0 0 i Cr 0 0 Q O i d CD E `v ,o U J LZ M [V N L Lo as 0 0 a M 0 CN Lo 0 0 w Q Q m 0 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1Y-0" (R302.11) FOR UNDERLAYMENT 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 3 1/4" TAPCONS @ 24" O/C & ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE 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 co 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER t, a SHINGLE ROOF, SHINGLES TO a ° BE IN ACCORDANCE w/ ASTM I 91-III=III—III ° II III —III —III=' D7158-CLASS G or H, or ASTM 1=III—III—I I i=� o 11=1 11-III=III-1 D3161-CLASS F, IN — —_ 12 ACCORDANCE w/ TABLE "I=III—I 11=III=111=III=111=III=1 I I=1 I I=� (TYP.) VARIES R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION -IIII I II II I II I IIIIIIII I IIIII I IIIII I IIIIII I IIIII''I I i (2020) I_I TI=111 1118,�1 RESIDENTIAL 8„ ROOF SHEATHING - SEE INSULA ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR 5/8" OR 1/2" HIGHS 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 f PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG FLFV. VARIFSJi_"\ SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" 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 31/4" 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 a NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" - DECO FINISH 4" to 6" BELOW GRADE ° I � °o D W I I —I 6 MIL VAPOR IIIII o I z 1 II BARRIER , D 4 III p ( • I17 r ' COMP. SOIL. I 11 (COMPACTED TO 95% =I I IIT[ MODIFIED PROCTOR III I'Ifi1T I ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5)/2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 14" O.H.D. RECESS �. , Z CO —�I I III I .: d '•. 4„ I �� •, ' • � II' _� I I I SEE A/S3 OR J/S6 I I, �,11, I II 11111- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 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. 5/8"OR 1/2" HIGH STRENGTH J `—TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O 1(O HIGH STRENGTH — GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE O @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. ABOVE) S.P.F. DOUBLE TOP PLATE S.P.F. DOUBLE 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/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 1V-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) - INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl2" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" � (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT A.F.F. _ O.C. OR 5/8"x10' WEDGE ANCHOR x 6 INCLUDE THE WALL @ 24" O.C.) 2" WWF OR OR x FIBERMESH ATTACHMENTS 31/2" MIN. 31/2" MIN. ELEV. -0-31/2 A.F.F. o ° w CZ)- u ° a ' —I —I�T— 131/2"(min.)- 4" _ u 00 31/2"(min.)-4" T — ° • —II T=1I F,— — — — —III= =fir (2) #5 CONT.I I 4" V-4" 8" U.N.O. MIN. TYPICAL BEARING WALL (cD STEP P SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" pcs r 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 0 s LOAD BEARING OR INSULATION PER FBC AND ENERGY �' coN EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N #5 VERT. IN FILLED CELL 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3l16" (IF LT UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 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 n n *SIMPSON SP1 (6) IN x3 1/4 I APCONS 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 - `2 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR ------ TYP. 2x P.T. PLATE ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE CV C D z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi ° ° _ FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] MONO OR STEMWALL z M :p t> • 25" MIN. LAP [30" MIN. LAP] FOOTING MONO SHOWN O0 —II — .I IT I —I ° °° FOR CLARITY 6 MIL VAPOR BARRIER i I I III e I—LTI—I — I I—_ T III —III—, #5 REINFORCING BAR R 17/s" Z I I I P: I T-ITI..I I I=III= T z / `TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) IN PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)1Old NAILS 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH it III=131/2"(min.)-4" "(min.)I- -I I I=1 TT RN[ 1f(2)#5CONT. 4rIr�IIIIIi�l141r��11 i8 U.N.O. MIN. ,� TYPICAL BEARING WALL @STEP / CC SCALE:3/4"=V-0" � S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR Q BOLTS 6" MAX FROM N� o END OF 2" x PLATE W p Cn W 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 Y-0" (R302.11) 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#) 6x6W1.4xW1.4 N _ WWF OR FIBERMESH CO . f=_�I I —I1=—1 l II—' 111 I I III —II <- - I I-1I1—I #5 LAP SPLICE p I I I • �1=III I — 2 #5 CONT -III=III=1 III I I=1 III I - NOTE: *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO ° W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1557) 4" 1'4' FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" ° ° ' GRADE ° °° =(1) #5 REBAR w! OPT. ' 1=T=1 I I I I I=III 11=1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS CV ' M Ci 4.._ a M I � I - -. I I III. —I ' , •', ° �..•..... ' • III=11 �- I . , , , .. . �i111II1111I : " . �41IIt ; I.i III .d .:� • . .. I � I — SEE A/S3 OR J/S6 -I I II I I I II ,II I r l llll- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST IRY) GARAGE DOOR SLAB RECESS J 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'-01, _CONT. BEAD SEALAN ae a INTERIOR : va' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 0? C - M 6 MIL VAPOR = — i'- BARRIER u \ T. 36" MIN. LAP [36" MIN. LAP] ON 3" 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 �ci3 ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN e ' — TOP OF BEAM SEE ROOF PLAN c _ — — — ° I I (2) HTS20 FOR STRUCTURAL _T _ I- - c) ci I I BEAM SIZE & ° I� CONNECTION INFO U.I 2x4 #2 SYP P.T. FRAMING w/11=rT MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6l�-" — " 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION w COLUMN SIZE AND BASE o W CONNECTION INFO. 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 AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL 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 CONT. w L > SIZE VARIES PER PLAN MIN. #5 VERTICALS z M BEAD SEALANT a w/ (2) 00 GRADE _E ? � FILLED SOLID (SEE PLAN FOR ° 6x6W1.4xW1.4 N w SIZE AND REINFORCEMENT) r� � , • r WWF OR FIBERMESH c, o LU Z w o v ° BRICK PAVERS or SLAB PER p o `n " • • • • z 0'-0" FIN. FLR.� COMMUNITY SPECS w 4" 4" /0117 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 FOOTING v BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN SCALE: N.T.S. S3 C W o_ v a� o c ,oc1N y C, y � N Q �CU E c � 3 i U /U C E R �:TETTeT�,aq i Ali.! st,u F "'�S t a � S. 11000 To the best of the Engineers 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. Ho fiij Q M E d sti 's N N 0) uo"� o r5. CO a,)N r n ; -° a .; H cn ft �Nq ft 1 i' Svc V,; w a _z2 M _ o z NNE_ 3 0 LL1 k t~' z� IL N Z M a I A` Z N O U U O V M � N M o g z oQ J d- u� Nn N z `o W CD a--+ O w o �pEUj p m(. v o N L' C0 Q • N I� o w C.0 M J � � � U_ E E 0 Uj Z g 00 �Z �Q �; 0Y °� maw o� Z WCID a � ow LL Qo a w dz s3 o wa ;o ' OQ o- d U� =O 0 = O Ln om (a r L0 LO CT r r U O CO _ L0 M LO ►, o LO T �LO T m M ri Ur? o Z Z E �-- is a.0 _j Q p JOB NO : 23-06121 SCALE : AS NOTED SHEET NO. S3 (MONO)