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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 Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 (12)10d NAILS U.N.O. 10 0 R302.11) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) " ( - -- -- -- -- - --- - - SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS FOR UNDERLAYMENT 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) 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" z - ----= - - - - - - - SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR PRE ENGINEERED WOOD APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8 MORTAR BETWEEN @ TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR EACH @ 6" MAX FROM END OF 2 x PLATE - - "- - - _-- - "° �, IMPSON SP1 wl (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS ROOF FLASHING AND ROOF FLASHING °� _ = 5/8 x 10 J BOLT @ 24 O,C. W/ IF NOTED, THIS REFERS TO THE COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r (TYP,) 2"°x3/16" PLATE WASHER 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 BARRIERO.C.0 10 WEDGE ANCHOR ( ) � � e .. A.F.F. @ 24" R 2�, x 6 W1.4 x W1.4 ATTACHMENTS 2� 6 x 6 W1.4 x W1.4 J ' 0 5/8"x INCLUDE THE WALL SHINGLE ROOF, SHINGLES TO I ° . n _ - - 'C•) F OR FIBERMESH MENTS WWF OR FIBERMESH .. __ ..._ _... 0 WWF CH • BE IN ACCORDANCE w/ ASTM - 0° D - ELEV. -0'-31/2" 31/2"MIN. 31/2"MIN. D7158-CLASS G or H or ASTM • I � _ II � o ° A.F.F. O 12 ACCORDANCE w/ TABLE - e 2x4 CONT. o 1/2" min. - 4" - e " �r I N oo ° ° - -T• ( ) t• ° - �T1/2 (min.)-4' (TYP.) R905.2.6.1, FLORIDA BUILDING I I - VARIES CODE 7TH EDITION (2020) 8„ I I I GARAGE DEPTH VARIES 31/2' min.).- 4" e • 31/2"(m n) RESIDENTIAL - ROOF SHEATHING - SEE INSU ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4„ T 1'-4" 8" (2) #5 CONT. 4" FRAMING SHEET FOR U.N.O. FREATHIN HANDEFT FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MIN.SHEARWALL C TYPICAL BEARING WALL @STEPrcC ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 �� _ �� SHEAR WALL SCALE: 3/4 -1-0 S3 SCALE: 3/4 -1 0 S3 5/8" OR 1/2" HIGH ALUMINUM DRIP BOARD PER CODE OR 5/8" STRENGTH CEILING EDGE coNt�N�°J��y GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA �Eos�cJ W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs.� 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. CEILING & 8" O.C. WALLS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o MN�o 5 8"x8"X16" KNOCK -OUT LOAD BEARING OR INSULATION PER FBC AND ENERGY �/ cON 2x BLOCKING HORIZONTALLY@ INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING CHART ON FLOOR 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 PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL 10'-0" (R302.11) ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL SEE CC/S3 OR �., LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 8" C.M.U. TYPICAL CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) NAILER G/S3 FOR ANCHOR „° �� "° � METAL LATH, FIRST 2 LAYERS 3/8"THICK EACH. SIDE IF APPLICABLE. 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 STD. 90-HOOK SEE DETAIL PLATE WASHER TYPICAL 10d NAILS ( ) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24 O.C. VERT. OR 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 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR ARCHITECTURAL (6)1/4"x31/4" TAPCONS " 3500#, MIN. TENSION 2600#) FINISH *SIMPSON SP1 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 BAR ¢ BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c wl (10)10d NAILS &, WEEP SCREED INSTALLED � ,� r - v 2x P.T. PLATE A END OF 2 x PLATE WWF OR FIBERMESH TYP.PER MFR INSTRUCTIONS 1x2 PT WD FURRING @ 24" O.C._/ASSUMED FINISHED #3 OR #4 REINFORCING BAR o e . s i > . P GRADE 40 MIN. F - 40ksi a ° GRADE it4l z #3 & #4 LAP SPLICE y—_ 1/2" GYPSUM WALLBOARD r " '� - GRADE 60 MIN. F - 60ksi _ _ _ U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL A ,. FINISH GRADE °O 25" MIN. LAP [30" MIN, LAP] [ y ] g C r 4 CELLS (SEE FOOTING MONO SHOWN _ T w e -� FOUNDATION PLAN FOR CLARITY °O 6 MIL VAPOR BARRIER D ;. ° - #5 REINFORCING BAR FOR LOCATIONS) _ 1 �, z 1x4 P.T. BASE NAILER 4"x4" INSPECTION • - - 1 '- #5 LAP SPLICE (2) #5 CONT. - 3 1/4" BASEBOARD PORT AT EACH NOTE: e `FOR BEARING WALL COMP. SOIL. (COMPACTED TO - ° 36" MIN. LAP [36"MIN. LAP] ON 3" CHAIRS 8" 1'-4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM =�. 10" �P-) MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR D1557) MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF�� WALL w/ UPLIFT rG W1.4XW1.4 WWF OR a DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" SLAB INFORMATION. SLAB INFORMATION. S3 rAll,1' r, `v - I a 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VA I 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 > _ - z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS _ •t '� _ i� ° d SEE PLAN FOR T 24" O.C. MAX. " BARRIER p 1 GRADE CONNECTION INFO ° COMP. SOIL. ° aO TOP OF BEAM & LAYOUT DESIGN ° (COMPACTED TO 95% _ - (1) #5 REBAR w/ OPT. SEE ROOF PLAN = c ° °' ° ° ° ^L` MODIFIED PROCTOR TTi _S E NCLOSURE (2) HTS20 FOR STRUCTURAL -� - _ M ' 41 ASTM D1557) - BEAM SIZE & A 3 MIN. CLR. (2) #5 REBAR CONT._/4„ t �I,T CONNECTION INFO ON 3" CHAIRS TYP. V-4" (1 STORY) STD. 90 HOOK (SEE I I U.N.O. 4° 1'-8" (2 STORY) DETAIL) MIN' 8c4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE SEE A/S3/J/S6 �� nit MIN 7/16" O.S.B. SHEATHING 8 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L Os.e. FOR REINF. INFO. z ATTACHED PER NAILING OPTION #1 SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 w 0 SCHEDULE o= Q SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. COLUMN LOCATION ¢ SEE PLAN FOR STRUCTURAL SLAB INFORMATION. P.T. 2x " HOLD GYP. BD. w COLUMN SIZE AND BASE 1/2" FROM SLAB o W CONNECTION INFO. SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5 Y" 0� J CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND a 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND :.. • . INTERIOR SEE DETAIL 16/D1 FOR PAVERS / DRIVEWAY EXPANSION JOINT ^ A. a 31/2" COLUMN TO PORCH SILL AT 8" O.C. TAPCONS q MASONRY WALL AND CONCRETE SLAB 14 134.•` GARAGE ATTACHMENTS & 18/D1 PAD FOOTING PAVERS O.H.D. RECESS �. z O.H.D. RECESS � � � ' " T 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- CONCRETE NAILS W 1 1/2 W/ DRYWALL SCREWS 8-O.C. ATTACHMENTS EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. @ TO FOUNDATION PAD _ v • • ' `�--'� STAGGERED, FROM BOTTOM INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' "� PLATE TO CONCRETE ON FLOOR PLAN ^ w SIZE VARIES PER PLAN M . ; _ `r (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT Q j w/ MIN. (2) #5 VERTICALS z 1. 4" oo - I •" .. oQ TENSION 120#) CONCRETE SLAB E ;� > FILLED SOLID (SEE PLAN FOR °O GRADE 4 *- = 6 x 6 W1.4 x W1.4 c`1v 4. w SIZE AND REINFORCEMENT) C7 • w = c m WWF OR FIBERMESH �, ►z-- a w o v Ez BRICK PAVERS or SLAB PER 0 o CO x • • • •- z ' N - ° COMMUNITY SPECS " U 0'-0"FIN. FLR. u� SEE A/S3 OR JIS6 _ T SEE A/S3 OR J/S6 M 6 MIL VAPOR - FOOTING v BARRIER 1TF - FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE - BEYOND V " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 ST RY) ; :.. PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) • :. (SEE SCHEDULE) „ „ ••y ` ; CONC. FOOTING WIDTH 4 4 ••, CONC. PAD INFO. SEE SCHEDULE LR K B RECESS J•1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING CDl2 PATIO COLUMN FTG. DETAIL GARAGE DOOR SN R SCALE: N.T.S. 53 SEE TYP. WALL SECTION FOR SCALE: N.T.S. SCALE: 3l4"=1'-0° SCALE: y°'"'o• SCALE: N.T.S. SEE TYP. WALL SECTION Fd. ADDITIONAL INFORMATION. S3 S3 S3 ADDITIONAL INFORMATIO Cn N \a Cd N Ln _ 0 !V o •' Q/ > W o� u u C OD V N »- cwIn N G C1 � CL m u a �.d avv "� OC •� T o Cj_ U , , w U q o cNi /rrr11,11" W, , To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these draw ngs 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. W E g N C") 2Sz •' LL LL LL S LL d Z r �0c a o N _� LLW°'°'fm� 04 Mzak I�z N OU 0) Z W V 00 z z N N LL (3)in s ra G u O " ul LU �V)�) son— E I 19 U c CS Q m W • �0 s�o M q � S � E �o Wo , �� Q E � �® oa U CL CO E X U a Q Qa Z W Itwg <o �� CA) c .S 0 N o �z Z r Z m J 3 m 0< a w �Z o W`�3 } 3 Q Q 2 z N w J o y = w� Z 0 c O = >M O m Lo c0 Co MLo n' LO CN Cr J V) m N LO O U_ ^ m O LO E Ec M 0 z y r E M io E o M c JOB NO: 23-00512 SCALE : AS NOTED SHEET NO. S3 (MONO)