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1�a V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) FOR UNDERLAYMENT 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 r w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER D ° SHINGLE ROOF, SHINGLES TO _ e . BE IN ACCORDANCE w/ ASTM D I I-i 11=I 11=III= D7158-CLASS G or H, or ASTM I rl I -III-III-I ; • 1�1 11=1 I -II D3161-CLASS F, IN �� 111=I� °All 1 11 —_ 1 12 ACCORDANCE w/ TABLE I I I=1 1=1 I I=I 11=I I -III=1 H I 1-I I I -I 11=_I I z P.) R905.2.6.1, FLORIDA BUILDING —III (�— I=11 �I I 1 111=11 1I VARIES CODE 7TH EDITION (2020) _I I �, 111111i I 1 -1' RESIDENTIAL 8., INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G F1 FV VARIFRAI SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 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 STRUCTURAL SCREWS @ 7" O.C. SOFFIT SHEET SS CEILING & 8" O.C. WALLS 8"&'X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) 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 co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER CO TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 d NOTE:EXTEND W1.4=1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C14 00 6 MIL VAPOR--/ BARRIER COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR I TTT--T=1I TT[ ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. CHAIRS TYP. 1'-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. O U 4„ 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA 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" PAVERS O.H.D. RECESS Cl) =T1I 4 I °° I SEE A/S3 OR J/_ I.�IlT _ T- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (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. 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD x O.C. W/ r 2"°x3/16" PLATE WASHER (TYP.) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24' a A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR ° @ 24" O.C.) 2 11 a ° a ° a ° a ELEV. 4-3 1/2" z �3 1/2" MIN. A.F.F. O ° d d 2x4 CONT. ° LL d ° d O ° d - g° 0 A' d N 00 6d —mom III—TTI I D° A• TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O 1(O %" STRENGTH BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE "X" @ EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM -SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. CONNECTIONS. S.P.F. DOUBLE TOP PLATE 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. (12)10d NAILS U.N.O. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3116" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" -INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) SIMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6 x 6 W1.4 x WIA INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH 31/2"MIN. "� . _ J� P31/2 (min.)- 4 9'' �1=1 1/2"(min.)- 4 -I -I I —T�' GARAGE DEPTH VARIES ° 31/2 (min. -4 = — = 31/2 (min.) -4 -III-I -I 11- 1=Trr- °=1 ITS 1 I i I T=1 I hlTl I f ITI-11 I, ' `` - (2) #5 CONT.CONT. 4 g GARAGE SLAB AT STEP rB N.o MIN. TYPICAL BEARING WALL MIN STEP TYPICAL BEARING WALL STEP SHEARWALL C @ �rr SCALE: 3/4"=1'-0" "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 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. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 10 M �00 s LOAD BEARING OR INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ co`�� EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: I A I INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION CIS3 FOR 10'-0" (R302.11) 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 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x W S BOLT @ 24" 0/C W/ 2"°X 3/16" 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 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 3501 MIN. TENSION 2600#) () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 2X PT PLATE #5 REINFORCING N - SPACED EVENLY FIBERMESH BAR w END OF 2" MAX LFAROM VVV16 OR FIBERMESH T .E w/ (10)10d NAILS N 2x P.T. PLATE WEEP SCREED INSTALLED I_ M v TYP. '- C� PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR cwi D A D GRADE 40 MIN. F - 40ksi =r ' GRADE �„ D ' z #3 & #4 LAP SPLICE y- a A _ ' D FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a D o =III=1Tf} }-�I I I 11=I I I-ITI=T- MONO OR STEMWALL ° ? -- — p D• ZS"MIN. LAP j30"MIN. LAP] g j I I 1=1 I I D I I }T—I I 1Tf T FOOTING MONO SHOWN ° o —' I I- I= 1 00 w 11=1 I 1 1= D ° • l—I�—I—I I�� FOR CLARITY ° P D ___ _ ___ _ 00 6 MIL VAPOR BARRIER -11 I De. ° —L I I -L — R 1 7/8" `� �1=,III =1 I I —I 11=�- _ #5 REINFORCING BAR I I I I1=1 I I =1 T D-I11-I1I-I11-III-III 'T _ iv z II _ I I I -III -III -I 1=1 1=1 1- z I I D. I TIC-111=1I I-1 - I I I I-ITI=1I1=1I -1I T= ' ° 1-1 I I-III-i I -I i-III-I ' I 1 . TI1=1 I I-T�1--' I-' #5 LAP SPLICE NOTE: ° p p _ _ _ 1 �� � III-III=III-III-III-III N D _ *FOR BEARING WALL =I I =III=III=III=III= '' COMP. SOIL. (COMPACTED TO —_ill W/ UPLIFT ONLY _ _ _ _ _ _ _ _ — =__=i 95% MODIFIED PROCTOR ASTM ' 1=1 III=1 I I=1 I=1 I=1 i 1=111=III=III=1 I I=1 1=1 11=I I i=1 11=1 I I=1 I I=I I I D1557) II 1 T-j „-�U =1 I, III II I1=1I1=1 1=1 1=1I1=1I -I I1=1I1=III-1I1=1I1=1I1='' 4" V-4" -III-III_-III,;,III,��IIli��lll,;,lll,;,lII=III=III=I!I FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/471'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. -6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 "—, z GRADE CO I _ _ — ——'II'�I • — I — — • ° _--I I 1 III —III —I' ' ' I ICI #5 REBAR w/ OPT. ' 1=11 �I 1 �I 11— 11= 11= 11= 11=SCREEN ENCLOSURE MIN. ICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS -. CV ' co N A co .4A - 1'1111 II , 11111 LET SEE A/S3 OR J/S6 -I I I I II I I I II I _I- 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. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALANT a INTERIOR a < a a a' CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB c9 C — BARRIER ICI I III I I1T� 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 53 (2) #5 coNT. - I_-hI I I -1 I , 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 rF WALL w/ UPLIFT G SCALE: N.T.S. 53 SCALE: 3/4"=1'-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 AT 24" O.C. MAX. • x CONNECTION INFO C;1 ° SEE PLAN FOR & LAYOUT DESIGN ° TOP OF BEAM — SEE ROOF PLAN — — —° °. ° ° d�' T (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO M 1 ° a a T11 T. •. _ 2x4 #2 SYP P.T. FRAMING w/ =III TTII I I I I' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w ¢ SCHEDULE x SEE TYP. WALL SECTION FOR ADDITIONAL w SEE PLAN FOR STRUCTURAL _N� . % i •ITY SPECS o i ;�; • • BEYOND PAD REINFOI C 3" MIN. CLEARANCE SCHEDULE) SCHEDULE TAPERED COLUMN F AMING D1 PATIO COLUMN FTG. DETAIL /""' �N 3 N 0 N N N 0 NE 3750 TA < > To the bes 4I"Wt?V^ ledge, 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. fn LO W a v E o m$ 0 a Uj a M V v- LL a Y �� � ii w a U,' � S o �WN(p W O D ILW�24jO' Z ¢Q aK N MZ ENO a �5C) z O U W ��❑ z � o o z � � z < J L'o n, z a VJ ( o LL .0 N LU 0 m O� LLI g U) Ln w - E _ 8 t V p N c Cl) Q ®® o W M22 s z R IL. w. z'o Z® EE o U a0 o0 N — �o a� VO o� E N ao <oW� rp z m o C < hm O � Zz m aw �z p ¢ dUO CD_ N W U a ooLL ~ �- r3 oY z xF >° =1a o 3 �O 0 = > rj- m co 0 L � > 0 O ^ Q ' O O ~ 0 T Co O = N r CV � r T I, N T 0 �! M o z z O i6 ca d E U J w Q O J JOB NO: 21-4271 SCALE : AS NOTED SHEET NO. S3 (MONO)