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2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. �. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & /_ @ 6" MAX FROM END OF 2 x PLATE E FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N 4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD ° ° TRUSS @ 24" O.C. U.N.O. ° HURRICANE ANCHOR @ EACH II II I -I D I TRUSS (SEE UPLIFT SCHED.) W/ II I III 12 METAL PL. UNDER EA. TRUSS I - - I = I - ,r II I Z n'P') VARIES MOISTURE BARRIER r SHINGLE ROOF 8 „ INSUL ION LE ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \12'N.O. W/A HABITABLE ROOM 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB c,) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND WWF OR DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE E d' 04 ' ° C _ r Z co � ° - 50 6 MIL VAPOR ° I z �- r BARRIER ; 4 � i14 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT. 1'-4" (1 STORY) CHAIRS TYP. STD. 90 HOOK (SEE 4„ V-8" (2 STORY) U.N.C. C U DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS--N BLOCK WALL BEYOND 14—[�O.H.D. RECESS = t`7 SEE A/S3 OR J/S6 --1 I I i I, 1 Lir FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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. _T�l- -ram �✓r -ram II II II II 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR 5%" 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 J� 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 @ I 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ J SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8- x 10" "J" BOLT @ 24" O.C. W/ *- 2"°x3/16" PLATE WASHER (TYP.) Cl) ELEV. 0'-0" OIL (ALT: 1/2"xl2" TITEN HD @ 24" �[ A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 21, n d ° ELEV. -0'-31/2" (1-- MIN. U C] ° d 2x4 CONT. ' ° A.F.F. O I I ° Co °° GARAGE DEPTH VARIES J ° 31/2"(min. 4" I�� p • II 31/2"(min.) - 4" - - TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (OR %" GYP. TYPE "X„ BLOCKING @ 12" O.C. wl (2)12d TOE NAILS EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) -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) 2-0/16" 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 6x6W1.4xW1.4 INCLUDE THE WALL � WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH 6x6W1.4xW1.4 �31/2"MIN. I Zr ° II�1/2"(min.°. map 1/2"(min.)-4" III— °0 m (2) #5 CONT. �4't'__(2) #5 CONT. 1 `�� 8„ 4„ �TTF 8„ GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP TYPICAL BEARING WALL @ STEP @ SHEARWALL C @ rc C SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 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. Z�E� S�GUP PGS• 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ \1N o M �MUo 5 ,GGNS\N LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' \ 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" " BOLT @ 24' O/C W/ 2"° X 3/16 x 10 'J„ATE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO, 5/8"x6" BOLTS BOLT PL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 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 *SIMPSON SP1 (6)1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20- MIN. LAP [24- MIN. LAP] #5 REINFORCING w/ (10)10d NAILS N 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR TYP. ASSUMED FINISHED E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR GRADE n ° ° . N z_ GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE MONO OR STEMWALL r- ° �' — — — a ° FINISH GRADE °O = [GRADE 60 MIN. Fy60ksiJ 25" MIN. LAP (30" MIN. LAP) p FOOTING MONO SHOWN ;, - FOR CLARITY I' O0 6 MIL VAPOR BARRIER ° — ° - oO — R 1 7/8 -� _ o-1 I-III=III=1-I-III N z #5 REINFORCING BAR G z ' — — - T 2 #5 LAP SP[ ICF NOTE: a �� ° 1.=III=I.1 F I I 1—I I=III —_I I _ • -- 1I I I I ==1 11= -III—I I I- I I I- N ° *FOR BEARING WALL III=1 I -III= III' COMP. SOIL. (COMPACTED TO - ____-=1 I� 95%MODIFIED PROCTOR ASTM W/ UPLIFT ONLY —� I, III I I_I_I--III—III..- LLI-1 I —III —III --III—III I- D1557) �I� iII=.-1IL-1II_,III_��iIII��III�;,III-11I,-III-III—III 41, 1-4 FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" �LS3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ° `v GRADE °O v• — a T 1Ti T (1) #5 REBAR w/ OPT. I I I I SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" O.H.D, RECESS N a "Lv CMS.. 4 II o0 SEE A/S3 OR J/S6 J -' 1 I I 1Fx1__ FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) T-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. E N ' M SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALANT - � • ' .- a INTERIOR A. q • � -3 1/2" CONCRETE CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB m N ' ' I 11 I-- — Cn 6 MIL VAPOR - BARRIER T -TaI 4" 4" III INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM o END OF 2" x PLATE W ° U J tA - LU � ° ° 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-0" (R302.11) 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6x6W1.4xW1.4 N c WWF OR FIBERMESH I CO E �nl11 a 11 11 _ (2) #5 CONT. -1 Ij�rJ1,� r1 ,T,JJl 11- ON 3" CHAIRS 10" (TYP.) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN a �- SEE ROOF PLAN - - -q ° q a p =a MIT (2) HTS20 FOR STRUCTURAL ,Tr _ `v' c BEAM SIZE & �' I 'I CONNECTION INFO 1 ° . 'I M T • v • 1 I ]-' 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. 8 z ATTACHED PER NAILING OPTION #1 w � SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w SEE PLAN FOR STRUCTURAL SLAB INFORMATION u< o w w COLUMN SIZE AND BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 -2X STUDS @ 24" O.C. U.N.O. GARAGE SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL ATTACHMENTS & 18/D1 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. MASONRY WALL AND PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 =1 �- WWF OR FIBERMESH FOR COLUMN TO BEAM ATTACHMENTS N n" FN TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) BRICK PAVERS or SLAB PER / COMMUNITY SPECS 8" MASONRY WALL CONT. FOOTING STEEL EXTEND FILL CELLS c _ TO FOUNDATION PAD d. MAT REINFORCING. & ' Cl, ? 0Jj Z =-I O w LU = 0 0 U_0 GRADE III III ° ° • _ I_I LI_—III III w III III • • a• — I- z 111- 1 - ° _ - Q - _ " _ I. FLR. 1111-/ rTION - '-- TAPERED COLUMN FRAMING KCD12 —I III _III -III- I- FOOTING =III III —III III=III—III III- -III._ III_. c, i1-1_II III III—II_I II III-I11 BEYOND PAD REINFORCEMENT-)�I=-III=i �- (SEE SCHEDULE) 3" MIN, CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 N J 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 00 F a 00 o E g 0 20 it Lill CCu LL a 0 13 0 = cc o _Z Wcg�4jO' 0 _j N i0 of O a Z LL ¢ a r N cNnz �N O Q < J !•n O = W U ❑❑❑ 2, rN - o z W z ti Q v U) N N Z 9 4J c_D 4--J .0 u, o _ �• O o N C N U r_ M o w LPL E E i o oo aR E 0CU � <= ad C @ o E 5z & aZ z o M tg = d �w cn C� �� z - Cc J Qtl �Z a W C1. _ �z U A CD �w w a� � za Ur �C:) J 0 2 0 L C M Q •> Y N � CL m U CO ++ Y J = M oo O In04 Lo N M Lo a)E N C) o z z E Q °1 �+ a0 a o JOB NO: 21-1068 SCALE : AS NOTED SHEET NO. S3