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x w I x -C r� fv- d S E E S LZ J• CL 0 ti 0 N N 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 s „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT 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 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. FOR UNDERLAYMENT 16" O.C. W/ 2 10'-0" (R302,11) @ O 16d TOENAILS T & B --- — --_"� - -- --- - - — SHEATHING REQ D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) „° "„ „ �� 5!8 x 10 J BOLT @ 24 O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF - - - - - - - INDICATED ON THE PLAN. ATTACH (ALT:1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD z APPLICABLE. --- _ -- _ 318" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN " O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK AND @ 12BOUNDARIES, O.C. @ FIELD SIMILAR AT FOUNDATION ONLY„ ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE HURRICANE ANCHOR EACH @ TRUSS (SEE UPLIFT SCHED.) W/ @ 6" MAX FROM END OF 2 x PLATE _ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 - - - -_ -"� - - = .- „, „„ „ IMPSON SP1 w/ (10)10d NAILS 5/8 x 10 J BOLT @ 24 O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS 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 7TH EDITION 2020 RESIDENTIAL ( ) MOISTURE BARRIER _ _ A.F.F. O.C. 5/8"x10' WEDGE ANCHOR 2„ x6W1AxW1.4 INCLUDE THE ALL ATTACHMENTS 2„ 6x6W1.4xW1.4 ° a SHINGLE ROOF, SHINGLES TO e @ 4 2 O.C.) WWF OR FIBERMESH WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM = -�- _ p ° ,- `� ELEV. -0'-31/2" �31/2"MIN. 31/2"MIN. D7158-CLASS G or H, or ASTM pZ A.F.F. l D3161-CLASS F, IN ,I — — ° � I �� 2x4 CONT. • 0 `� 12 TYP. ( ) ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING I i —� --I = — I) • - t I _ N �1/2 minmin. 4 ° " °O ° a ( )- •rr4 •' „ „ � . ' �1/2 minmin. 4 oO ° ° T ( )- •TT TTT rl1/2 VARIES CODE 7TH EDITION (2020) _ _ I 1 � I — GARAGE DEPTH VARIES 31/2 min. - 4 "( _ — min. - 4 "( ) A- RESIDENTIAL 8 � — INSULATION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1'�" 8'T (2) #5 CONT. � q= '.4 � rrT g�� FRAMING SHEET FOR MI N. U.N.O. . SHEATHING AND FASTENERS WALL W/ OUT UPLIFT rGG*� GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc TYPICAL BEARING WALL @STEPrcc — ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3l4"=1'-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" "X" ALUMINUM FASCIA c°N as`� GYP. TYPE @ GARAGE \12"N.O. <�E°sscJ W/A HABITABLE ROOM 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING vcs ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. SOFFIT SHEET SS 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SEAMS. 2x STUDSJ�s CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ c° 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT J INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 1U-0" (R302.11) SEE SECTION C/S3 FOR PLAN #5 VERT. IN FILLED CELL INTERVALS INTERVALS NOT EXCEEDING VALE 11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CCIS3 OR cv G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLT BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 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. PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " 2x P.T. PLATE 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 O.C. W/ 7"EMBEDMENT (MIN. SHEAR 3500# MIN. TENSION 26 0# ) ARCHITECTURAL FINISH (6) 1/4"x3 1/4" TAPCONS "SIMPSON SP1 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR _ SPACED EVENLY w/ (10)10d NAILS C14= 2x P.T. PLATE FIBERMIESHWI.4 WEEP SCREED INSTALLED BAR a BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 � •� _ -v END OF 2" x PLATE WWF OR FIBERMESH ; E 1x2 PT WD FURRING @ 24" O.C, TYP ASSUMED FINISHED c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o v , ° • a . i GRADE ° ' ' t. N z GRADE #3 & #4 LAP SPLICE 40 MIN. Fy= 40ksi a a . 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL ? a �" <° o ° FINISH GRADE °o U) [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] g — m °. c� CELLS (SEE FOOTING MONO SHOWN °O = °T� w ° a FOUNDATION PLAN FOR CLARITY _ 6 MIL VAPOR BARRIER ? a ° _ _ R 1 7/8" V' FOR LOCATIONS) — #5 REINFORCING BAR 1x4 P.T. BASE NAILER 4 x4 INSPECTION - i � � � #5 LAP SPLICE 2 #5 CONT. - 11 31/4 BASEBOARD PORT AT EACH NOTE: FOR BEARING WALL I I - I i" � i I I �, � COMP. SOIL. (COMPACTED TO ° ° ' — 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS " " (TYP') 8 1-4 8 FILLED CELL TYPICAL W/ UPLIFT ONLY -I 95%MODIFIED PROCTOR ASTM 10" MIN PSIOMAYIVARY PER B AT GARAGE CONTRACTOR = _LI D1557) 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE =1 I lTYPICAL #6 LAP SPLICE INTERIOR BEARING CONCRETE SLAB W16X6 W1.4XW1.4 WWF OR a NOTE:EXTEND = FRAME WALL TO C.M.U. WALL CONNECTION rD`�� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE „_ , " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL .._ r_ n SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. e° r, `v y I Z_RIES 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VA 6 x 6 W1.4 x W1.4 , 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 ( ) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR ° - ? � min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ BARRIER ; �r i u �, A , = v GRADE AT 24" O.C. MAX. " " SEE PLAN FOR = " CONNECTION INFO ° • • COMP. SOIL. a oO — -- TOP OF BEAM & LAYOUT DESIGN o =.�i. COMPACTED TO 95% — ( m — — ° I I I I , - (1) #5 REBAR w/ OPT. SEE ROOF PLAN _ e a A a oo < ° MODIFIED PROCTOR — — —I I S E �IVCLOSURE (2) HTS20 STRUCTURAL r E _ — 4 E ASTM D1557) — _ BEAM SIZEC& m. 4 9 (2) #5 REBAR CONT. 3 MIN. CLR. 14„ - CONNECTION INFO M T. . ° 8 ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE MIN. _ U.N.O. 4" V-8" (2 STORY) DETAIL) 4 P.PLATE 2x4 #2 SYP P.T. FRAMING w/ ins° MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 g TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 w_ Q SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION Q > > J SEE PLAN FOR STRUCTURAL SLAB INFORMATION. HOLD GYP. BD. g W COLUMN SIZE AND BASE rM „ 1/2" FROM SLAB o LU CONNECTION INFO. SLAB STEP &RECESS S.G.D. 0� '-011 CONT. BEAD SEALANT SCALE: 3/4"=1'-0" OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND :.: • . ': Q INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE PAVERS /DRIVEWAY EXPANSION JOINT a �' � 'a.: -3 1/2" SEE DETAIL 16/D1 FOR _ COLUMN TO PORCH SILL is w/ 1/4"x3" TAPCONS MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS E •' ' GARAGE c ATTACHMENTS & 18/D1 AT 8" O.C. PAD FOOTING PAVERS z r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. R FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS = M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8U.N. _ TO FOUNDATION PAD 9 � ' ' "' •'' : ' •` . ' ' STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. T ' :. . • "n �'•' . '' ;. ' ,�- PLATE TO CONCRETE ON FLOOR PLAN w SIZE VARIES PER PLAN _ �. • ;. _ • • = I '� (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Q j w/ MIN. (2) #5 VERTICALS ;o ? RA • . .i.: 4" oo - * ; • .• :. So TENSION 120#) CONCRETE SLAB E ;, > _j FILLED SOLID (SEE PLAN FOR r- 4 6 x 6 W1.4 x W1.4 `I W SIZE AND REINFORCEMENT) 0 • .: •,' ' :' *... .,'•. �' _ �° oQ WWF OR FIBERMESH r, tl W �' _ a' BRICK PAVERS or SLAB PER 0 W to W 00 = „ I. Z • •' • • •; • ' : N — ° 0'-0" FIN. FLR. COMMUNITY SPECS LL " Q W SEE A/S3 OR J/S6 SEE A/S3 OR JlS6 - 6 MIL VAPOR _ fit— - FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER - _ -1 I 1 I - _� BEYOND 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) —5: v ' ti _.r. • • :::.: PAD REINFORCEMENT 3"MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" :..•y �' �,. SEE FOUNDATION CONC.PADINFO. FOOTING WIDTH SEE SCHEDULE r GARAGE DOOR SLAB RECESS ,1•1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE; "`''''-0' SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. er: c- ct► a, •�I C !p C� N Vf Q R7 � d •' g L U = " 3; ti •°� u mar c c� CL N o a. tj 0 t t t u tr►rrrr, \,\\�yy`tlt O W N 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. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a� NLo 0 4� ;; o? S 4 M vV LL Q 13 L a Y W rn 'og�� W t to m i°° Z dd k Z N 06 N W U Of ca cn z z Q � E3 Ln Z v(D Q) 23 o .O 8 c U„ 8 Q, Z _j ce E n. E O oLL ?o M� ro 10 8 io (n 6J w z 3 b C � � 0 a W Q U _yw LL Mj � ¢ ZI¢W 6 o� U `O ,o1124 = Lo1..1.. NN OCC CC L_ 0* co T O O O ^ Yca m ' /� Ci N O LO T r L T E c QO M N Z M 3 E O tq f to A A c°� � a o c JOB NO: 22-12357 SCALE : AS NOTED SHEET NO. S3 (MONO)