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2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. R 0 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: INTERVALS NOT EXCEEDING CHART ON FLOOR FILLED SOLID W/GROUT 1 "x P.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10'-0"R302.11) `v 10'-0" (R302. PLAN #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 11) 1x2 P.T. HORIZONTAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE NAILER 8" C.M.U. TYPICAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (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 wl (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR *SIMPSON SP1 6 1/4"x31/4" TAPCONS " J ) () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20 MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR ' SPACED EVENLY FIBERMESH BqR a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 _ ARCHITECTURAL w/ (10)10d NAILS WEEP SCREED INSTALLED d `" 2x P.T. PLATE o END OF 2" x PLATE WWF OR FIBERMESH �, E FINISH TYP. PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED #3 OR #4 REINFORCING BAR v o ° " P . t+ GRADE 40 MIN. Fy= 40ksi a s GRADE �— z #3 & #4 LAP SPLICE 1/2" GYPSUM WALLBOARD ' .p FINISH GRADE °O [GRADE 60 MIN. Fy-- WWI rn _ — o► °' 4 U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL Z < > 25" MIN. LAP [30"MIN. LAP] °� D •' — r P r AL CELLS (SEE FOOTING MONO SHOWN ° o ° w ° ° — °O 6 MIL VAPOR BARRIER D ' ° #5 REINFORCING BAR R 1 7/8" FOUNDATION PLAN FOR CLARITY ° e. — FOR LOCATIONS) p D ° � = l 1= 1= M 1=1 =I I' I N z r 1x4 P.T. BASE NAILER ° III -I I -I I -I I I-1 I 1-1 I Fi ? ' •- 2 #5 LAP SPLICE 4"x4" INSPECTION o °-III=1 I1=1 11=111=11 -I 1 • PORT AT EACH NOTE: g III=1 I I-III-1 I I -=I i=1 1= �I 3114" BASEBOARD COMP. SOIL. (COMPACTED TO FOR BEARING WALL FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _--_ i— r, AT GARAGE CONTRACTOR Ill= I =III=1 I I=1 1 1=) i=III=III=III=III= I ICI I=III —III 11 D1557) MIN PSI MAY VARY PER I l I 1-III=III —I I--III--III=1 I-111-11—i 1-1 I=111=III--i 11-1 � 4" V-4" TO CUT BLOCK OR POUR I �—III-I I L�111 ;III I II II 1111-III=III�III--I MUNICIPALITY. (- CURB DUE TO SLOPE \ CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION K"D 1 TYPICAL EXTERIOR FRAME WALL FOOTING VV1.4XW1,4 WWF OR DECO FINISH 4" to 6" "FIBERMESH"SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION. L. F Cl)v ° ` I trNt 6x6W1.4xW1.4 ' 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► f �� z •- min. 4"217, 1 1 1 1 j 1 4 A i i 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 V GYP. TYPE ")C° @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 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 @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ (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. INTERVALS NOT EXCEEDING 1(1 1Od PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 10'-0" (R302.11) ------ --- — - - 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) T`4/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF _ INDICATED ON THE PLAN. ATTACH (ALT: 1l2"xl2" TITEN HD @ 24" i - - - SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O,C. 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD ) „ 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� SLAB & BLOCK SIMILAR AT FOUNDATION ONLY @ 6" MAX FROM END OF 2 x PLATE E - -- - IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS FOR UNDERLAYMENT — 5l8"° x 10" "J" BOLT @ 24" O.C. WI IF NOTED, THIS REFERS TO THE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH " ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE _ ____ 0 5/8"x10' WE PRE ENGINEERED WOOD ° ° ] A.F.F. O.C. R DGE ANCHOR INCLUDE THE WALL F:V° @ 24" O.C.) 2" x 6 W1,4 x W1.4 ATTACHMENTS 2 /6x6 W1.4 x W1.4 TRUSS @ 24" O.C. U.N.O. _ ' ' e n n 4 ° ° ° WWF OR FIBERMESH ��/ WWF OR FIBERMESH ° c� J — r a ° • e ° ° a ° ELEV. -0'-31/2" 31/2"MIN. 31/2"MIN. HURRICANE ANCHOR @EACH ° e ° TRUSS (SEE UPLIFT SCHED.) W/ I I ° e ° e ° °° ° ° ° ° ° p e ' 7 ° ° ° 2x4 CONT. ° ° A.F.F. U_ r 12 METAL PL. UNDER EA. TRUSS ° ° ° ° a e a ° o e ' 1/2"(min.)- 4" y 1/2"(min.)- 4" zp: p•) MOISTURE BARRIER I F ° � ° ° ° °O ' ° •' r °0 *•^ � . VARIES SHINGLE ROOF _I — I I I GARAGE DEPTH VARIES d 3112"(min. - 4" 8„ C/2"(mln.) - 4" - ° ° d ° ° ° ROOF SHEATHING - SEE ° ° • 4 e INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2)#5CONT" 4" 1'" 8" (2)#5CONT. 4" '-4 811 FRAMING SHEET FOR -4 FREATHIN HEFT U.N.O. MIN. U.N.O. ANDFASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CMIN .0 ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4=V-0" S3 _ " "SHEAR WALL" SCALE: 3l4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE�N`'°°s BOARD PER CODE OR 5/8" o° ( ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE sic s o W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING � � � DRYWALL EE SOFFIT NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) W/ SCREWS / 7" O.C. SHEET 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C M�NN:JO 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ 1� N E E I R WALL 8"C M U FORM SUBMITTED WITH PERMIT /' COMP.• 1�11�11�11�11�11=11�= �11.= II�I1�11�11 ASTM D1557)=11�n 111 RPE •ON 3"CHAIRS TYP. MIN. fii U.N.O. TYPICALTYPICAL WALL SECTION .; EDGE OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS —r O.H.D. RECESS � z M •I * • :. . 4" OF •y, SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N op .•�. 4" SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST 2RY) 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. ol 1/2" FROM SLAB CONT. BEAD SEALAN 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 �v M 6 MIL VAPOR BARRIER (2) #5 CON I . 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 11-4" 8° 10" (TYP-) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR VARIES VWU OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. " SEE PLAN FOR • " CONNECTION INFO " & LAYOUT DESIGN TOP OF BEAM ' SEE ROOF PLAN c — ° e ° ° o ° (2) HTS20 FOR STRUCTURAL � BEAM SIZE & a CONNECTION INFO M ° " � li 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. 2X STUDS @ 24" O.C. U.N.O. o SEE DETAIL 16/D1 FOR w COLUMN SIZE AND BASE W CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE _ w/ 1/4"x3" TAPCONS SLAB STEP & RECESS S.G.D. rM 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 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT q w/ MIN. (2) #5 VERTICALS 00 5 - — — 4 FILLED SOLID (SEE PLAN FOR ° _ a 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) c7 U.1 ;III= I ° °• I=1 I =III= I=1' WWF OR FIBERMESH '- M Z w I=1 I -I F= n w —I 11=III=III=1 I w U 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3l4"=V-0" S3 BRICK PAVERS or SLAB PER p o `n = -III=1 • • °• _ __ z_ 0'-0" FIN. FLR.,` COMMUNITY SPECS " ° _— _ — -- =1 I 111 �i i l=III=III=1 I III -I 11=III_ FOOTING -1 11=1 I I-III=1 I I I -1 11=1 I-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE _ :.•+ •� SEE LINDATION (SEE SCHEDULE) FOOTING WIDTH ••'� •' CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: 314*= Tfl' SCALE: N.T.S. S3 <<;;tt,ttttl/er�� ;O W _ �v�' OF J �Af,� FL.O••N*� V q•�c, To the best of the Engineer's knowledge, information and WNW, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residentlel 7th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. g ter FA 0 N �, x W :3,� a r0r�� u u- M � W Y 5 CL a W 2 0 _�� o � � rnrn W _ L a d MZ 0: 6 _5 fn _ W p U ❑a❑ 0 Z N Z z J v0 N LU O —� IN �U'll ro w c y as Of Q Q M J of i5� ze fo 03 c z J �b W) U 3 2! �LL J J 12 W m 0 o lu N .-. < C O LO ,- I � N T .- E CV M y z° Z E 10 E ai c c a 0 _j ¢ o JOB NO: 20-8090 SCALE : AS NOTED SHEET NO. S3 (MONO)