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8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES 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. 1 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 Cn 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO _ ° . BE IN ACCORDANCE w/ASTM ;- D7158-CLASS G or H, or ASTM T=1 1=1 I I— 11= ; • I =1 I D3161-CLASS F, IN 'I —ILI, ICI I1— ° — 12 ACCORDANCE w/ TABLE I' ! TI 1=1 11=1 I I— 1=1 1=1 I 1-1 I 1=1 I —I 1= I' ZTYP.) R905.2.6.1, FLORIDA BUILDING -1 I III =�—III— I1 I1 I III= ] 1 VARIES CODE 7TH EDITION (2020) RESIDENTIAL 8 i lNSU ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT (*�GG F1 FV- VARIFS/Ali_�\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ 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 -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL 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 U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 - NOTE:EXTEND W1AXW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE C .a. N ' e° r ° ° M - z I ,Id °° D 6 MIL VAPOR( ° ,r o0 I I— _ - z BARRIER =1 I o • I r COMP. SOIL. ° = (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT._/1'-4" (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION II A SCALE: 3/4" =1'-0" 53 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" PAVERS O.H.D. RECESS � z M III .' '• —I� T III— :.. .• • � I SEE A/S3 OR J/S6 11 1 if�- • I I t� FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) ! V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 0%) 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF e „ „ „ 5/8"OR 1/2" HIGH STRENGTH „ (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS a „ „ „ 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 S.P.F. DOUBLE CONNECTIONS. ABOVE) CONNECTIONS. TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.11) 2" x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION 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" 5/810 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. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL W1.4 x W1.4 @ 24" O.C.) 2" ATTACHMENTS 2/ 6 x 6 WWF OR FIBERMESH WWF OR FIBERMESH ELEV.4-3 1/2" z 31/2" MIN. 31/2" MIN. A.F.F. p \ ° N - D ° . °'��►31/2"(min.)-4"% 9` = 31/2"(min.)-4„ MilH1151111 31/2"(min. - 4" • f 31/2"(min.) - 4" =1 11-1 1, — \"` —II, I (2) #5 CONT. 4„-4;rir r �r (2) #5 CONT. E4„ '�'_4 III fill g„ U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL 0 STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 Q��c�RE 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" 0/C EDGES, AND 12" O/C FIELD, 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C M 1, 05 LOAD BEARING OR INSULATION PER FBC AND ENERGY "1, 1 J 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / \ INTERVALS NOT EXCEEDING 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" R302.11) 1"xP.T. STUD INTERVALS NOT EXCEEDING SEE SECTION C/S3 FOR 10-0 (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL " ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT 24" O/C W/ 2"°X 3/16" 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 @ 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT 24 " @ 24" O.C. VERT. OR @ WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 wl (10)10d NAILS @ EA. STUD 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 6 1/4"x31/4" TAPCONS J ) _ () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 5 MI TENSION 0 SPACED EVENLY 2X PT PLATE #5 REINFORCING FIBERMESH ¢ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS N WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH '- E TYP. 2x P.T. PLATE o c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w D . ° . ASSUMED FINISHED p ° D GRADE 40 MIN. Fy= 40ksi a ° D GRADE z., z_ #3 & #4 LAP SPLICE _ z rT FINISH GRADE °p 2 2„ [[GRADE 60 MIN, Fy= 60ksi] a I II I • D D I—� — TTi o MONO OR STEMWALL > �- -RT :D °' 5 MIN. LAP [30"MIN P] FOOTING MONO SHOWN — LU w °� Tr FOR CLARITY _ _- O0 6 MIL VAPOR BARRIER_ ;° 1=1f=—I—I� °° R 1 7/8"`��!—_#5 REINFORCING BAR z__ r D I I— I il—IlT N Z f ff—ITf—� I� I 1TI—I r #5 LAP SPLICE I =� • �I �_) (2) #5 CONT. NOTE: - N COMP. SOIL. COMPACTED TO 7.I 36" MIN. LAP [36"MIN. LAP] ON 3" CHAIRS „ „ FOR BEARING WALL ( _ o ( T I III— III— _ (TYP.) 8 1-4 8 W/ UPLIFT ONLY _ 95 /o MODIFIED PROCTOR ASTM—T I �TI� T� 10" D1557) I r� rrs rrr� I I rr� 4 1 #6 REINFORCING BAR #5 STD. 90 HOOK -' = - - -- #s LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL w/ UPLIFT G SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4 0 „_ 1 11 SLAB INFORMATION. SLAB INFORMATION. 53 VARIES 6x6W1.4xW1.4 11/2"RECESS FOR 6x6W1.4xW1.4 FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN WWF OR FIBERMESH 31/2" WWF OR FIBERMESH () SEE ROOF PLAN S.G.D. (U.N.O.) min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS o • _ AT 24" D.C. MAX. .. " CONNECTION INFO ° a GRADE e . — 0 — a • SEE PLAN FOR _ _ — — _ TOP OF BEAM &LAYOUT DESIGN a 'o _ III I t— I I I —III q — =(1) #5 REBAR w/ OPT. SEE ROOF PLAN c — — a' ° a q - 'T T (*FIr ci I (=SC�REFN ENCLOSURE(2) HTS20FORSTRUCTURAL`� I I I�I�--I I I = '. BEAM SIZE & I . CONNECTION INFO M d^ MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS N ' Cl) RRI . -A. 'T�_:! 11 .. �I MPH •��:.•;,. • •. (III=' SEE A/S3 OR J/S6 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. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-011 CONT. BEAD SEALAP a .• Q d ° n INTERIOR 4.q. -3 1/2" • .. d CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOT70M PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C9 c N T—IIPI I M 6 MIL VAPOR ��— �L BARRIER I' —1 0` 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 =1 Irl I—�fff' ;1�(f ' Tf� MIN 7116" O.S.B. SHEATHING �- 811 z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 M ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j SEE PLAN FOR STRUCTURAL SLAB INFORMATION g w COLUMN SIZE AND BASE o W CONNECTION INFO. SLAB STEP & RECESS a S.G.D. rM -2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING 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 Z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN CONT. BEAD SEALANT w , SIZE VARIES PER PLAN w/ MIN. #5 VERTICALS M > LU (2) 002 GRADE FILLED SOLID (SEE PLAN FOR - - 6 x 6 W1.4 x W1.4 `I w AND REINFORCEMENT) 0SIZE _ • WWF OR FIBERMESH '- ch w (o ? w =1 t' U BRICK PAVERS or SLAB PER p o `� _ - • • • • a ° / COMMUNITY SPECS U_ _ '' ' - III= — — 0-0 FIN. FLR.� =1-fT—Tr- 4" 4" INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=V-0" S3 1 - = FOOTING v = BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE SEE SCHEDULE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 d -o Q W Q_ >='m C-4 LZ �a w C CN d dam. � 3 ; E ro n As - no U 41. d 7P _ V�o OF wy t . L ," y0` 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. 0 Q U � (V O n 0 a� on -�f S 6C`n'•) "T 4k LL C _j L W ue '� Lit d z — •o a tS� o Z o o W ��pjO' m w z N NZ a- LL (y) < 0 Z N OU U W El [I V M Z N o �o z z o Q � cq W E C) FE U 0 LU cri L �N = Juft U LLJ {— J � ONs c t _ zi �• U O � � U)®® 1 o W M (j y = O Sz Z Q E =o Zo < EN o E U wz Z® 0. E <¢ wW 0° Z �oz t� az wo aZ �z L c ¢ o z �a W m0 Z �z zo T oa az N W O o r K J O < = r MO M wF ZI< a- 3 N O > M J o r co O O .-�. Q n m N LO Wi yy Q N Q M N r E M IC Z O N T EE N a p CL E U JOB NO: 23-00506 SCALE : AS NOTED SHEET NO. S3 (MONO)