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I! I vl m L0 CV J 00 CD Ill N -v x 0 J 00 o� I N d a N N E J .o i li 0 0 N 0 0 S 0 a 0 N a c FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 `` P') VARIES / INS 5/8" OR 1/2" HIGHS 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 -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 1/17 1 5/8"OR 1/2" HIGH STRENGTH ' TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.N.O.) (OR / GYP. TYPE X @ BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS (U.N.O 1(O HIGH STRENGTH BLOCKING @ 12 O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR %" GYP. TYPE O @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE 1 SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 wl S.P.F. DOUBLE ( ) TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES 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) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS - -- _ _ ___ ---- __ - - - - _ - __ . ___ -- 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 16d TOENAILS T & B FOR WALL HGT. 18'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALI_HGT. < 8'-6". (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". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z __ _ ___ __ _ _ 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 -- APPLICABLE. 3/8" MORTAR BETWEEN EDGES, ABOUNDARIES, ND @ 12" O.0 O.C. @ 24' O.C.) @ FIELD SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE - 5/8 x 10' J BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) ( ) 5 6 x 6 W1.4 x W1.4 (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH _ INCLUDE THE WALL 6 x 6 W1.4 x W1.4 PITCH > 4:12 q ° 2" WillOR FIBERMESH ATTACHMENTS 2" ° f ° ° A.F.F. O.C.)\ WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II �- - �- - l (#15 OR #30) UNDERLAYMENT - I I °' . ° ° ' Wf, Q ° ° a ° °° 3112"MIN. 3 1/2"MIN. FOR ROOF PITCH 4:12 OR LESS. -rI I I I I I ° ° ° ° ° ° ° ° a ELEV. -0'-31/2" Z 4 A.F.F. S PRE ENGINEERED WOOD - - q ° ° ° ° ., ° ° „ 2x4 CONT. ° ° ° ° ° - �[� 1/2"(min.)- 4" = o ° . / ° - 1/2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. I - I I FIR ° ° o - -oo P ° G I L' ° ° a ° ° ° N 31/2"(min. - 4" ° T 31/2"(m n.) - 411 - ° -- • HURRICANE ANCHOR @ EACH - I I GARAGE DEPTH VARIES T TRUSS (SEE UPLIFT SCHED.) W/ 8" - I I ° ° 1T[ ITI-I_ METAL PL. UNDER EA. TRUSS ° ° ° - - (2) #5 CONT. 4" "'- 1�4; 8,r (2) #5 CONT. 4" 1-4 8" MOISTURE BARRIER TYPICAL INTERIOR BEARING U.N.O. MIN.U.N.O. I SHINGLE ROOF TYPICAL BEARING WALL STEP 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL(*,_C� @(`CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 `S3 INFORMATION. [EDGE UMINUM DRIP UMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING "tkSUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. � E�O9EGJP�� QG5' M EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M�N� J7 SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY EXTERIOR WALL 8 C.P.T.M.U.STUD FORM SUBMITTED WITH PERMIT / NOTE: 1"x 8"W'X16" KNOCK -OUT (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ G/S3 FOR ANCHOR o " "o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 5/8"x6" "J" BOLTS BOLT 5/8" x 10" "J" BOLT @ 24 0!C W/ 2 X 3/16' (10)10d NAILS 8" C.M.U. TYPICAL BOLT INFO. 3RD LAYER 1/8' THICK, K.O. BLOCK (IF NO UP LIFT ON PLATE WASHER TYPICAL @ 24" O.C. VERT. OR 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 TYPE "S" MORTAR ) (6) 1/4"x3 1/4" TAPCONS 20" MIN. LAP [24" MIN. LAP]SPACE ANCHOR 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM *SIMPSON SP1 SPACED EVENLY FIBERMESH a w! (10)10d NAILS �, WEEP SCREED INSTALLED BAR TYP 2x P.T. PLATE PER MFR INSTRUCTIONS a END OF 2 o PLATE ARCHITECTURAL #3 OR #4 REINFORCING BAR W ASSUMED FINISHED E L) FINISH q GRADE 40 MIN. Fy= 40ksi J e GRADE ° ' _ � � #3 Q. #4 LAP SPLICE a m 1x2 PT WD FURRING 24" O.C.-/ �" ° Z rn -ffl-AM @ 1#5 VERT. IN FILL P FINISH GRADE 00 M [GRADE 60 MIN. Fy= 60ksi] pZ M q D25" MIN. LAP [30"MIN. LAP]1 1/2" GYPSUM WALLBOARD O MONO OR STEMWALL ° - o CELLS (SEE FOOTING MONO SHOWN - �_ w U.N.O. _ R 1 7/8" FOUNDATION PLAN FOR CLARITY ° ° °O 6 MIL VAPOR BARRIER i I P ; - I - ONS==1 III=III= =III = - �-� = z #5 REINFORCING BAR - (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.0 W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 WWF OR FIBERMESH ° FOR LOCATI ) - - - - 1x4 P.T. BASE NAILER G c ° (.=1 -1 =1 �� I �- - .11 I=- Z ' I IT 111T - M 05 LAP SPI ICF (2) #5 CONT. 4"x4"INSPECTION �`° =III=III--III _III -I NOTE: ° o _ _ • . -I I� IF PORT AT EACH * g III=III III -III= -III N COMP. SOIL. COMPACTED TO ° 31/4 BASEBOARD FOR BEARING WALL III= I -=III:-III-1 I- ( - _ _ _ FILLED CELL TYPICAL :_ .. - - -i 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - _.__ ___.-_ _ _ - _ - - - -r 1-11 c� AT GARAGE CONTRACTOR I i = III-III=III I=III-III- I I -III=III III -==III -III D1557) - �- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -1 Li i_i� I I-_ I -III= I I-111 I. -=III III=1 - it -i 4" 1'-4" MUNICIPALITY. III III ,III III i_� �I i l_� _I I == CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION K"D� TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" BELOW GRADE SLAB INFORMATION. S3 SLAB INFORMATION. 00 6x6W1.4xW1.4 ► _ op 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ > _ = Z min. 4" 41 BARRIER u C iv = v GRADE COMP. SOIL. • (COMPACTED TO 95%T m MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT._/V-4" (1 STORY) STD. 90 NOOK (SEE U.N.O. CHAIRS TYP. CHAICHAT4" V-8" (2 STORY) DETAIL) U TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS O.H.D. RECESS z 4" _ SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (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, MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N M NC-� 4„ ao SEE A/S3 OR J/S6 FOR REINF. INFO. I t 3" MIN. CLEARANCE V-4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. lo 1/2" FROM SLAB 0'-0" 0 CONT. BEAD SEALA* INTERIOR °f 4 . -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB as a E c N- M 6 MIL VAPOR T_ BARRIER - I 101. '-#6 REINFORCING BAR #5 STD. 90 HO ON 3" CHAIRS (TYP.) 8„ #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 VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN `I'N • - 7"r1 TOP OF BEAM SEE ROOF PLAN ° M (2) HTS20 FOR STRUCTURAL _ �-� I - ,Tr ' BEAM SIZE & N L a I CONNECTION INFO co I 8 I 2x4 #2 SYP P.T. FRAMING w/ - MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w 0 SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL a w 6x6 P.T. #2 SYP SLAB INFORMATION. J o w ABU66 SLAB STEP & RECESS S.G.D. M 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. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -- EXTEND FILL CELLS TO FOUNDATION PAD -INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ^ ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT 6 x 6 W1.4 x W1.4 i`, WWF OR FIBERMESH T MI w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) ? A JI C7UJI III=III z w o I w T III -_I °• J =1 III= 1 =-1' II I - v = _ �-_ -; z d , 4� 14 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 i■I COMMUNITY SPECS • . 11 11 Ill I•• ;�• PADREINFORCEMENT_j BEYOND 3" MIN. CLEARANCE • • TAPEREDCONC.PADINFO. SEE SCHEDULE COLUMN FRAMING (CD12 PATIO COLUMN W r a _ < < L. JFe s-a\() \\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a g Lq NC', C � lJL V J W to a LL u_ a y M M W N a s 0o Z mg� egg a W re r- tD m m ¢ a Wco LL�M Z 'L o o y Cl) U z N Q °� ao❑ 0 a Z IZ V I �- s (p U •O w J � (n N CL- •, W C) 0 Q tO or h9 E a 0 oo a W z Zg z9 oa �_ (0 CL o E o @ �o � S� �Z wJ Q3 t <g N C � N O o Z, Z yJ m Q2 ° O <� U U �N >U) � c I� N _j ^ O � � m cj CO L co .� 2 N r' N I r T E N CV)o z c E O E ui d U _j Q p JOB NO: 20-8078 SCALE : AS NOTED SHEET NO. S3