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12 (TYP.) VARIES INSU 5/8" OR 1/2" HIGH—` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "XI' @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER --/ CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF s „ „ „ 5/8"OR 1/2" HIGH STRENGTH „ (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 S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. 8"x8"x16" 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. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) 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 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) 1/2" GYP. WB MIN. GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" APPLICABLE.( ) @ z SHEATHING W! 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHORINSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) EDGES AND @ 12" 0 C @ FIELD o ooN "( 55;5 ' sEoo� ? IS. SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ �co�jJ 2x BLOCKING HORIZONTALLY BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' INTERVALS NOT EXCEEDING FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.11) INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR v 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL ADDITIONAL INFORMATION 8" C.M.U. TYPICAL SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR o " o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. 5/8x6" "" JBOLTS BOLT 5/8' x 10 J BOLT @ 24 0/C W/ 2' X 3/16 BOLT INFO. "3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS 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 SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 2x P.T. PLATE MIN, 2500 PSI CONCRETE SLAB W/ O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6)1/4"x31/4" TAPCONS ) *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 350 #, MIN. TENSION 0# ARCHITECTURAL w/ 10 10d NAILS _ SPACED EVENLY FIBERMESH 2X PT PLATE ;FcJ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N ( ) "' 2x P.T. PLATE ,� WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M E 4 1x2 PT WD FURRING 24" O.C. FINISH TYP. '- PER MFR INSTRUCTIONS w @ ASSUMED FINISHED #3 OR #4 REINFORCING BAR ! GRADE �, D D ° _Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi 1/2 GYPSUM WALLBOARD - ° FINISH GRADE °� [GRADE 60 MIN. Fy= 60ksi] a =I 1=1 I I —III a A U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL LU 26" MIN. LAP [30"MIN. LAP] _ D CELLS(SEE FOOTING MONO SHOWN D °p o —I T I ITI�ILIT I I= ° • FOUNDATION PLAN FOR CLARITY ° D _ _ 6 MIL VAPOR BARRIER ;_ FOR LOCATIONS) p p o °o I= I=111EE 1=1 =1 =I —I - z #5 REINFORCING BAR R 1 7/8 1x4 P.T. BASE NAILER D ° ° 11= = = 1= = 1= ? ° I EKEMRA T #5 LAP SPLICE I I I 4 x4 INSPECTION _ — _ — — I • I—I-1 � 1—I � 1—I 11—I 3 1/4" BASEBOARD PORT AT EACH NOTE: g ° = 1- N COMP. SOIL. (COMPACTED TO ° e _ FILLED CELL TYPICAL *FOR BEARING WALL 1 l 11I 1= =1 = 1; T 95% MODIFIED PROCTOR ASTM � I-ITI=�ITI —III—I 11= MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY — — — —_— I c•) AT GARAGE CONTRACTOR I = 1= = = =1 1= =1 1=1 1= == I=1(=1 =1 = D1557) MIN PSI MAY VARY PER cn =1-1 I —I 1-1 1-1 1-1 1-1 1-1 1—I 1=111=111=1 1=1 1=111 4" 1'-4" MUNICIPALITY. — TO CUT BLOCK OR POUR CURB DUE TO SLOPE--- CONXW1.4WWFORCRETE SLAB W/ X6 - NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR = "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SLAB INFORMATION. 00 _ 6x6W1.4xW1.4 6 MIL VAPOR D ° _ _ = Z 31/2" WWF OR FIBERMESH BARRIER 4 — min.) 4 a ° GRADE COMP. SOIL. ° (COMPACTED TO 95% — MODIFIED PROCTOR I I iTl ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4' (1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION q SCALE: 3/4" = 1'-0" S3 2x P.T. PLATE 1/4 DIA. X 31/4 TAPCONS 24 O/C & c� SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" @ 6" MAX FROM END OF 2 x PLATE E „o „„ „ SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ IF NOTED, THIS REFERS TO THE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r r 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"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE OILA.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR INCLUDE THE WALL PRE ENGINEERED WOOD ° ° ° 24" 0 2" x 6 W1.4 x W1.4 ATTACHMENTS 2� 6 x 6 W1.4 x W1.4 ;__ a ° ° 0 @ C) WWF OR FIBERMESH 31/2" WWF OR FIBERMESH TRUSS @ 24" O.C. U.N.O. I �I m . .. ° a ° a � a „ ? 31/2"MIN. CH 31/2"MIN. HURRICANE ANCHOR @ EACH I=I ((=�1 I (( 111=1�I I �' ° a a o a a ELEV. -0 -31/2 , , TRUSS (SEE UPLIFT scHED.) wi ' L=,,1 I_I=I I=I 11=� D • I I= I —III=1 I I=1 a ° e —1 L I -I I I ll—I ° _ =— I a a a s a 2x4 CONT. ° a A.F.F. p ° a METAL PL. UNDER EA. TRUSS ' �' I I-1 I=1 I ICI I=1 I=1 I=I I M I I= I I' ° ° d o b '. ° �I1- —MI--, [' 1/2"(min. 4" " =11 III=III=III=III II1=II III=I1� I d a N D — —I — _� ) D III—LfT—�1=1/2"(min.)-4 MOISTURE BARRIER I a a n „. a• I M M =III I I II I ° GARAGE DEPTH VARIES 31/2"(min. - 4" — — T 111=�- 31/2 SHINGLE ROOF ° -` -T I I I — f(II—T1=1� LTfI �I� T - ' -I I 111 1T— I —I 7TI r I —I I— H_ ROOF SHEATHING -SEE (2) #5 CONT. -' , "' TAT—' 'T' ;r (2) #5 CONT. 4" g - SCHEDULE - [RSH] - ON 4 1 -4 g FRAMING SHEET FOR TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. IN• SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rGG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" kS-4 SCALE: 3/4"=V-0" S3 ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING EE SOFFIT 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. OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE PAVERS SLAB 14 O.H.D. RECESS z M .r ' I I I-L�I!I I�lII ICI r J.• ' A r I t . 4" ICI I pp �1 fib •�I I I� SEE A/S3 OR J/S6 �I I I ImI FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / 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. co - • - - _ -(1) #5 REBAR w/ OPT. ��1— I 111 11 I �SCRE9t ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS d N M •.. M III ;I I � _ •. d. " . —I 11=I I � I' a I 00 I= III III— SEE A/S3 ORJ/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) 1'-8" (2 ST RY) 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 \ 0� CONCRETE NAILS W 1 1/2'k EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) 0? � _E 1/2" GYP. BD. HOLD GYP. BD. i PW Eonee C 1 AD nn\InnErr7 M 6 MIL VAPOR BARRIER INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" (2) #5 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F 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 r6 x 6 W1.4 x W1.4 SEE ROOF PLAN S.G.D. (U.N.O.) �� I WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR &LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO —��- 2x4P.T. I 2x4 #2 SYP P.T. FRAMING w/ T ICI I I— Irl I �r PLATE I I I. SEE A/S3/J/S6 — ' - � 7i16" MIN 7l16 O.S.B. SHEATHING �` 8" O.S.B. Z ATTACHED PER NAILING FOR REINF. INFO. _ w 0 SCHEDULE OPTION #1 COLUMN LOCATION a > SEE TYP. WALL SECTION FOR ADDITIONAL J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. M 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"x3" TAPCONS COLUMN TO PORCH SILL q MASONRY WALL AND AT 8" O.C. PAD FOOTING GARAGE 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, d ON FLOOR PLAN SIZE VARIES PER PLAN CONT, FOOTING STEEL MAT REINFORCING. M ' CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS �j E �, �, FILLED SOLID (SEE PLAN FOR O° GRADE— 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) C7 J a ° • w =III=III 1=1I1=1I1=1I1=1' WWF OR FIBERMESH ; z W o = 1=1 — 1= 1= I— w o W n W =11 EEI I I 11=1 11=1 11 z o BRICK PAVERS or SLAB PER p o = -I I I —I • •' • °• _ - z_ — — _ _ — — 0'-0" FIN. FLR. COMMUNITY SPECS " I; — ° — — " II —I -III=III=III=III II III=III w I=1 I [=1 IT -I — ICI I— = I —I — I FOOTING BEYOND ti ...• . PAD REINFORCEMENT -� I —III —I—" „ "' • r " •�` 3 MIN. CLEARANCE �•'i SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH '• }' •� CONC. PAD INFO. SEE SCHEDULE K TAPERED COLUMN FRAMINGr12 PATIO COLUMN FTG. DETAIL N S^ SCALE: 3!4" = 1'-0" `{J SCALE: N.T.S. S3 iit ;?Oft.. 6e 4A ��f�^ `r Gy' fie• e:s .� U 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. E 0 m ,n a0 N Yt LL W Q ajMv � a Y CLLa) 13 W U_ a LU Z 0 cco�_ � 0 E§'�N- = O - C/) ¢ ¢ a ILW a Iz N c) ern O Z O U U tq W E31313 o z W co Z n —o J <Z , - N coV) 2! C ' lV U 2 4-J c� to u.r O W o N C U w� J pE ml... Wa,0 Q o N o �w M o E z m° z® Q >_ ? o a Up v2 6 CL X U o< U o� of 04 ao°Z ¢z04 ww L U ) ¢ ❑ o' Nm m c o z F z � J c�qy <w �m cna om ZZ 30 ,z 3 U LL �o ¢ o a � iv r '_ o� r� L Y o _�< ° O > LO J O'^ m C7 L � � > CIO -' M N ^ ryo a O � mco � U CD CF) T (7 o LO r � r 0)M E c 0) C14 o Z z E O r a c°� _j Q o JOB NO: 21-1073 SCALE : AS NOTED SHEET NO. S3 (MONO)