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1 I I I 1 II ' 1 1' 1 1 m 0 0 J N I N x m a� v 0 J to i 0 i iY i o, -3 Q N O H E 0 v J y q> FZ s` CL v cg i a .o a 0 01 N LZ 0 0 S 0 N 0 S w 39 v N FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 ZNP') VARIES INSU ION LE -� / 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 I INSULATION PER CHART ON FLOOR j PLAN 1 x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CUNT. ON 3 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 R° (2) LAYERS TYPE I OR TYPE II 1 a 111. (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. I I I PRE ENGINEERED WOOD -I _, , 1 TRUSS @ 24 O.C. U.N.O. Ffi HURRICANE ANCHOR @ EACHZZ; ;TRUSS (SEE UPLIFT SCHED.) W/ 81. METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING ,__SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" C ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE 5/8"OR 1/2" HIGH STRENGTH �-TRUSS BOTTOM CHORD OR 2x4 #2 SPF _� `--TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR %" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM ABOVE) 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 (TJAND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ @ 3rd FITS FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ STEP, SIZE OF FOUNDATIO 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE Cl) ELEV. 0'-0"OL OR 5!8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL6 x 6 W1.4 x W1.4 A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH (z 31/2" MIN. 31/2" MIN. ELEV. 4-3 1/2 4 A.F.F. p _ 2x4 CONT. ° ° ° � ° - ° - I T I'3112' (min.)- 4 ° N00 rr �-r — D 0 ° • —.�L,' OO T - C. . ° `p/ ° I 11/2"(min.)- 4n ° ° ° a ° 31/2"(min. - 4" - 1=[LI (331/2"(min.) - 4" =1 = I - GARAGE DEPTH VARIES ° III � ~I q 1 I 1 ° (I 1 1 1, 1111 I i ' (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. 4 , g U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 CUR S\��S vcs M EE SOFFIT SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY \ M�rD��VS 1GON��N EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT /' \ NOTE: 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION SEE SECTION C/S3 FOR 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 G/S3 FOR ANCHOR N LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"0 x 10" "J" BOLT 24" O/C W! 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE TYPE 'IS" MORTAR 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 SPACE ANCHOR *SIMPSON SP1 C"x31/4" TAPCONS SPACED EVENLY SPACED 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM / w/ (10)10d NAILS `�' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE ARCHITECTURAL TYP. ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR Uj D FINISH a = ° GRADE 40 MIN. Fy= 40ksi x -j 1x2 PT WD FURRING @ 24" O.C.-/ GRADE d �— z_ 93 & #4 LAP SPLICE a m T ° FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] a —III—I I D . 1 #5 VERT. IN FILL Z M D D 25" MIN. LAP [30" MIN. LAP] () MONO OR STEMWALL g t - 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN o ° I I W U.N.O. 00 FOUNDATION PLAN FOR CLARITY ° ° D °O 6 MIL VAPOR BARRIER R ;. ° #5 REINFORCING BAR R 1 7/8" -III I f�-1 I I IT FOR LOCATIONS) b o 1=1 I I= I I=111-- I— 1=i z (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 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#) ._ E 6x6W1.4xW1.4 WWF OR FIBERMESH r a 1 x4 P.T. BASE NAILER ° I=III—III=1=1=1 1= ? • D #5 LAP SPLICE x (2) #5 CONT. =1 I , ,111, , , I I=IJ, „ I r- 4"x4" INSPECTION • PORT AT EACH NOTE: g ° = = = D ° 31/4 BASEBOARD COMP. SOIL. (COMPACTED TO - FOR BEARING WALL = 11= I= I =111=I 1 I= T FILLED CELL TYPICAL _ -_ —t-Ll -_1 0 - XW/ UPLIFT ONLY _ _ _ 95 /o MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ i- - - - - - M AT GARAGE CONTRACTOR III=III=III=III=III=1=1 1=III=1 1=III=III=1 I=III=11 I=1 I I 11 D1557) m rrr TTT— MIN PSI MAY VARY PER cn =III-1 I—III=1 = —I —1 =1 I=III=III=1 =III=1 1=I 1 —1 4" 114' TO CUT BLOCK OR POUR 1� �=1 11=I I I_ -I I I=1 I I=III—I � I=III I I I-III=III= I I I MUNICIPALITY. CURB DUE TO SLOPE - " CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD 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"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" BELOW GRADE S3 SLAB INFORMATION. SLAB INFORMATION. r M � _ M 6x6W1.4xW1.4 S D 0? 31/2" WWF OR FIBERMESH 6 MIL VAPOR D r - ? min.) 4" BARRIER � 3; p 1 v ° a v GRADE A. COMP. SOIL. ° lit (COMPACTED TO 95% M- MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4" (1 STORY) STD. 90 HOOK (SEE U.N.O. N CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) I U TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB �\ PAVERS BLOCK WALL BEYOND 14" O.H.D. RECESS z M • .-I IlLur� . e 4" � °P T SEE A/S3 OR J/S6—�I I I I I ICI I I I IT FOR REINF. INFO. III'LMIN. CLEARANCE 1'4" (1 STOR)') / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW ) GARAGE DOOR SLAB RECESS �. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. TYPICAL THICKENED MIN. EDGE L SCALE 3/4"=1'-0° S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E N' I _ a z _ I 0? II II WE, SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALANT Q J. INTERIOR 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 120#) CONCRETE SLAB 00 M 6 MIL OR T — _-_- BARRIER I - _ ' I _ r I TT v -�` 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 ON 3" CHAIRS 36" MIN. LAP [36" MIN. LAP] 10" (TYP.) 8" 1'-48 " " #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"=V-0" S3 VARIES SEE PLAN 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. x x CONNECTION INFO IN, SEE PLAN FOR x &LAYOUT DESIGN - TOP OF BEAM v SEE ROOF PLAN .' ° ° a ° (2) HTS20 FOR STRUCTURAL r E BEAM SIZE & N a CONNECTION INFO M PLATE ( 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 -' ins MIN 7/16' O.S.B. SHEATHING 8' o.s.a. z ATTACHED PER NAILING FOR REINF. INFO. E. w o SCHEDULE OPTION #1 "DLO " Ix a SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q � LH 6x6 P.T. #2 SYP SLAB INFORMATION. o W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=V-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 d INSULATION PER CHART ON FLOOR PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN CONT. FOOTING STEEL MAT REINFORCING. `ZJ ' M CONT. BEAD SEALANT T 6 x 6 W1.4 x W1.4 ' WWF OR FIBERMESH ° w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) PAVERS or SLAB PER � 009 w p Uj `_ U-_CnCOMMUNITYSPECS GRADE a a =______ = a 4 —III—III ° —III—III—I—I ° ° • -III-III-III=III v —III 1 ==III= 14 - aBRICK a 0-0 FIN. FLR.Q% IRV —I —III—III=1 —III —III—III—_ Lu III—III�111=III=III III—III=1 I; FOOTING III=III=III=III „ -III,- I- BEYOND PAD REINFORCEMENT - I-III=iT11-' (SEE SCHEDULE) 3" MIN CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3� VIL �0FI-- To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. FW- �8 N ci (0fA r`•1 N N � r 'n N � LL ar 0 0 .«Q) CO 9u.-j , J W W u-LLaa a Z02�° N M >LL ti W W aItY a) 0 = 'm01 � Co i¢o W ILW 2 E T N z rn N o N M Q Z 0 z U ° 0 ❑0El1-1 W � V M � z g z z S Q — U) N z = � o y� LL V% Y •1,, LLJ O N w c � �N y o U m m E O I' , IS". g$� 'o �Q • U U, ctf o Qfl— o < Z -j o g E E: 0 io w° ,o _® o a (10 O U �a UO oW ¢a Z N o <o a w w� p CY z mO O¢ Z U N m Z Q W a 8< z o Nw 0, =� w O is12 a o� .o �M = M ^L1 W m 0 .! N xLn ' ^ O Q r +�• o 0 N � � i L.n r� N o r r m:3 TT M o Z Z O N U c a 43 a � Q O JOB NO: 20-1126 SCALE : AS NOTED SHEET NO. S3 (MONO)