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J FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) PRE ENGINEERED WOOD 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z TRUSS @ 24" O.C. U.N.O. APPLICABLE. d ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE HURRICANE ANCHOR @ EACH 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 6 W/ R903.2, FLORIDA BUILDING CODE TRUSS (SEE UPLIFT SCHED . W/ ( ) @ 6 MAX FROM END OF 2 x PLATE 7TH EDITION (2020) RESIDENTIAL METAL PL. UNDER EA. TRUSS (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N MOISTURE BARRIER CHAIRS (TYP.) WWF OR FIBERMESH 470 SHINGLE ROOF, SHINGLES TO , o e BE IN ACCORDANCE w/ ASTM . ' p D7158-CLASS G or H, or ASTM - ' q D3161-CLASS F, IN 12 ACCORDANCE w/ TABLE- (TYP.) R905.2.6.1, FLORIDA BUILDING VARIES 1 CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON FRAMING SHEET FOR TYPICAL INTERIOR BEARING SHEATHING AND FASTENERS ELEV. VARIES I WALL w/ OUT UPLIFT GG 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE EDGE ALUMINUM FASCIA 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"x8"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 ch AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" ^FIBERMESH" BELOW GRADE S s co 6 MIL VAPOR BARRIER COMP. SOIL. ° (COMPACTED TO 95% — — — MODIFIED PROCTOR — ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/1'-4" (1 STORY) OCHAIRS TYP. STD. 90 NOOK (SEE 4„ V-8(2 STORY) U.N.O. DETAIL" ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND -. DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--, BLOCK WALL BEYOND Ill 14'—]�O.H.D. RECESS z �� SEE A/S3 OR J/S6 —`I I FOR REINF. INFO. I I I I l r 3" MIN. CLEARANCE 1'4" (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. SEE TYP. WALL SECTION LOAD BEARING OR -- EXTERIOR WALL SEE CC/S3 OR —� G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 SCALE:3/4"=1'-0" S3 V' 'V ' I I I I I I I I I I I I I I I I I I I I I I 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 %" 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR „ GYP. TYPE „ X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'1 (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 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 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" = 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL O.C.) 2" x 6 W1.4 x W1.4 ATTACHMENTS / 2" 6 x 6 W1.4 x W1.4 O WWF OR FIBERMESH / 1 WWF OR FIBERMESH „ z 31/2" MIN. 31/2" MIN. ELEV. 4-3 1/2" I 2x4 CONT. - - A.F,F. 0 • p / p v _ 1 7iT e I p p��(i41/2"mn.E) ° —31/2"(min.)-4" 00 GARAGE DEPTH VARIES 31/2"(min. - 4" — 31/2"(min. - 4" - — - - _ — II GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. I I 1"x P.T. STUD #5 VERT. IN FILLED CELL N I I I I I I w/ (10)10d NAILS TYP. I 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 - FOR CLARITY NOTE: r - - - CN *FOR BEARING WALL - -_ W/ UPLIFT ONLY FRAME WALL TO C.M.U. WALL CONNECTION rD� SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 11 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 A. A GRADE _ qf�"";'#5 REBAR w/ OPT. — I I -SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE LE SCALE:3/4"=V-0" S3 EXPANSION JOINT • • I I �l SEE A/S3 OR J/S6 ` -1 Ir I I II I I I I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. 1, S3 ADDITIONAL INFORMATION. (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4- -4 8"' U.N.O. MIN. U.N.O. I I . TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP IIII'CC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 COO SEGV�� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?Gs 1 NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ 2x STUDS @ 16" O/C \ �s Ica �NUGU INSULATION PER FBC AND ENERGY �/ 2x BLOCKING HORIZONTALLY@ FORM SUBMITTED WITH PERMIT /' \ INTERVALS NOT EXCEEDING (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION NOTE: 10'-0" (R302.11) SEE SECTION C/S3 FOR 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE „o , „ , „ „" 5/8 x 10' J' BOLT @ 24 0/C W/ 2 X 3/16' METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 " 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 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR 3500#, MIN. TENSION 2600#) FIBERMESH WEEP SCREED INSTALLED BAR a BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N c ^ PER MFR INSTRUCTIONS o END OF 2" x PLATE WWF OR FIBERMESH Cl) E E #3 OR #4 REINFORCING BAR u p • z_ #3 $ #4 LAP SPLICE GRADE 40 MIN. F�40ks�ijj aaDFINISH GRADE °0 25" MIN, LAP [30" MIN. LAP] [GRADE 60 MIN. F a g m D c? — 6 MIL VAPOR BARRIER C °°Q— ° R 1 7/8' Uj 1 #5 REINFORCING BAR #5 LAP SPLICE ( — COMP. SOIL. COMPACTED TO ° ° 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS 811 1,4„ 8„ 95% MODIFIED PROCTOR ASTM 10" (TYP.) D1557) 4" rrr 114" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" �,13 SLAB INFORMATION. VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM (D SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH O 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. xx SEE PLAN FOR CONNECTION INFO ° • � _ TOP OF BEAM _ &LAYOUT DESIGN a � Q SEE ROOF PLAN �_ ° a'. ' ° (2) HTS20 FOR STRUCTURAL -r E _ — —_ v m Cl) c E. BEAM SIZE & E. a CONNECTION INFO o, 4 8 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. FROM SLAB 0'-0" J CONT. BEAD SEALA� •.' INTERIOR a.. a. -3 1/2" .. CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 1204) CONCRETE SLAB m a CO C E _ M 6 MIL VAPOR T BARRIER 2X STUDS @ 24" O.C. U.N.O. GARAGE 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESH C, i' - A 1 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 a ac4 P.T. PLATE 7116" O.S.B. COLUMN LOCATION T. • 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE c > SEE TYP. WALL SECTION FOR ADDITIONAL > w � 6x6 P.T. #2 SYP SLAB INFORMATION. Uj rM o W ABU66 SLAB STEP & RECESS 6@ S.G.D. SCALE:3/4"=1'-0" �S3 SECURE 27,4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS 1 MASONRY WALL AND COLUMN TO PORCH SILL AT 8" O.C. ATTACHMENTS & 18/D1 PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL I I ATTACHMENTS EXTEND FILL CELLS c TO FOUNDATION PAD SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL j j MAT REINFORCING. SIZE VARIES PER PLAN M = w/ MIN. (2) #5 VERTICALS ? GRADE M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) z = _LU - w Cl)w ITTz BRICK PAVERS or SLAB PER 00 v • r • "• - z < COMMUNITY SPECSLL 0'-0" FIN. FLR. -- --- - - --- I' -I FOOTING % TOR L3' MIN. CLEARANCE REINFORCEMEN FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL Cri 0 N o d m UJ �La Cj o LL• C t0 CI N -o Co >< p- fC N p � 4 N 3 °' x > E c CU G.7 r 4 3 Co ea d m a` N a� � o d y 0 ?� ..�NS••• 'j 4.4 �LOe�•�•�?��` Jr/11/�itlllilh1`1e,`\` 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. W E E C Loo N N 0 J ri LL 4chv J C J u_ W .^ J LL LL a a 13 V w 11 Z tm°; oG w o W 'ff^ o°� W °i m w < Z to NZIL CL a N OU � 00 Z W ❑ ❑ � R z N M z � z a � a — N M N z LLJ a U — 2 0 L,-, g (n Lr N Ln II J e 8 = t c Q 'Y N Oo o CC)�z M z � z E a � i ❑ a CIL X U a J O O� Z N°Qz t <S �z a? N Y m o m� o O¢ a z J � N N a am w w LL z O U a NW W L) 3 ;� �L Jo c F� x ao 0 ACV > t-0 2 �- O 0 LO o^o : r a° co O v / In a Q _c.6 c L:� a) O O O oo j Ln E E CO N f o z f0 C N E E 10 C a E .. .� 0 -1 Q 0 J JOB NO: 22-12488-12485 SCALE : AS NOTED SHEET NO. S3M