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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B v (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c�_ @ 6" MAX FROM END OF 2 x PLATE E n N (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 e ° (2) LAYERS TYPE I OR TYPE II 1 e (#15 OR #30) UNDERLAYMENT p ' ° r 9FOR ROOF PITCH 4:12 OR LESS. 1r s ° PRE ENGINEERED WOOD _ _Ir TRUSS @ 24" O.C. U.N.O. — — — HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. 1ARIESk FOR ADDITIONAL SLAB `S3 — INFORMATION. I 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ALUMINUM FASCIA 12" N.O. 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 1 x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL oo FINISH 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. 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 Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 I NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE s Z cM [ 6 MIL VAPOR ► BARRIER p _z C N COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 REBAR CONT._/V-4" (1 STORY) STD. 90 NOOK (SEE O„ V-8" (2 STORY) DETAIL U.N.O. CHAIRS TYP. 4) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14' PAVERS -1�O.H.D. RECESS �t z —�� :ur9u ur-7u "'l, a ..-- F�C=�1 C I,IIIBMII 1�11'll III 11' FOR REINF. INFO. •• •- : •• •GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. - ona "Um 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 e „ " „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (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. PROVIDE (1) SIMPSON SP1 w/ ABOVE) 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 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. 1/2" 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.) WALI,-HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"A2" 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/F 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 (ALT: 1/2"x12"TITEN HD @ 24" O.C.x P.T. BOTTOM PLATE REINF EMENT N WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL - x6W1.4xW1.4 6x6W1.4xW1.4 A.F.F. O.C.) 2 ATTACHMENTS ---� / 2" _JE° 77 ° WF OR FIBERMESH WWF OR FIBERMESH ° z � 31/2"MIN. � 31/2"MIN. I e ° e e 4 ELEV. 4-3 1/2" 4 ° ° ° ° A.F.F. O ° 4, e ° 2x4 CONT. ° ° ° w e ° ° a ° ° — 1/2 (min.)- 4 " n ° ' ° 1/2 (min.)- 4 ° CN ° 4 e min. - 31/2"(min.) - 4" - GARAGE DEPTH VARIES ° (2) #5 CONT. 4„ >n ,4„ 811 (2) #5 CONT. 4" g• U.N.O. MIN, U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP 0 SHEARWALL rc TYPICAL BEARING WALL @ STEP CC SCALE: 3/4"=V-0" k, S3 "SHEAR WALL" SCALE: 3/4"=V-0" �'S3 SCALE: 3/4"=1'-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. M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ,o M�N�NV V5 LOAD BEARING OR INSULATION PER FBC AND ENERGY G�N�l1 EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL OFINISH PER 926 3 M ADDITIONAL INFORMATION SIMPSON N w/ SEE CC/S3 OR N G/S3 FOR ANCHOR 8C. LAYERS W/ TOTAL THICKNESS " OVERFLY METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL BOLT INFO. 5l8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK IL (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 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 SPACE ANCHOR *SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM w/ (10)10d NAILS � 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR a END OF 2 PLATE " TYP pli FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR o 0 �, 4ASSUMED GRADE _ > z_ #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi v- zi e _ STEMWALL Z ° M ,. FINISH GRADE 00 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] to — p . MONO OR FOOTING MONO SHOWN D D o0 -999 6 MIL VAPOR BARR►ER ° W U) III rrr FOR CLARITY ° _ _ _ _ _ a. .' — r #5 REINFORCING BAR R 1 7/8" D p D I=1=III= 11— I I=I I =� • • Z (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.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) _' E 6x6W1.4xW1.4 WWF OR FIBERMESH ° 1 . . b. . ' �11!�11�11�11` D p D ° I 1=III-115 I 1 IM I MI 11= ? #5 LAP SPLICE (2) #5 CONT. NOTE: o D D =1 I I=III� I I -I I I=III_-1 I • ; - 36" MIN. LAP [36" MIN. LAPj ON 3" CHAIRS 8" 1'-4" 8„ *FOR BEARING WALL III —III__ I I=1 11-III=1 I li � COMP. SOIL. (COMPACTED TO ° (TYP.) W/ UPLIFT ONLY — -1 IIII—III III CI I I —III -III: —I I I16 1 95% MODIFIED PROCTOR ASTM 10" D1557) 4" I 1'-a° #6 REINFORCING BAR #5 STD. 90 HOOK TYPICAL INTERIOR BEARING I II � �I I_I I I-; ;I 11-1 I I-1 11= Tl� #6 LAP SPLICE FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING K�E REBAR DETAILS F WALL W/ UPLIFT KG SCALE: 3/4"=V-0" S? SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SCALE: N.T.S. SCALE: 3/4"=V-0" SEE IT WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" ° ° " v GRADE 00 v 9583ES&.-! — v _(1)=EB®R/OrrT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT SEE A/S3 OR J/S6 FOR REINF. INFO. BLOCK WALL BEYOND O.H.D. RECESS N co 3" MIN. CLEARANCE GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION, P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J — a CONT. BEAD SEALA!"I, .• • ' INTERIOR °.. 4. -31 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 a .E . N M 6 MIL VAPOR BARRIER S3 S3 S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) r WWF OR FIBERMESH SEE ROOF PLAN S G D U N O 10d NAILS TO TRUSS TOP CHORD ( ) FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL E • BEAM SIZE & N CONNECTION INFO co I 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 Cr SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION. J o w ABU66 SLAB STEP & RECESS a S.G.D. M SCALE:3/4"=V-0" S3 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 FOOTINGATTACHMENTS & 18/D1 1l2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL -. EXTEND FILL CELLS W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD E v INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �! ' „ ON FLOOR PLAN SIZE VARIES PER PLAN co CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS GRADE ° E �, FILLED SOLID (SEE PLAN FOR - _ ___ _ - ° _ a t- 6 x 6 W1.4 x W1 A z SIZE AND REINFORCEMENT) z= _�I11 11 ° °♦ I I I I II I I �I' WWF OR FIBERMESH c,, f- a w W I w 1=1 I I I I I-1 I--1 I F a' " / BRICK PAVERS or SLAB PER $ o N z - = ! • ° 4 —_ --__ z_ 11 / COMMUNITY SPECS ILL - aq —_- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 0-0 FIN. FLR. MV =1t1=1I1=111=1I I —III I1---11I_-1I I—=- FOOTING =1 I I _III=111=III�III-I I III -1 I I=1 I- U =111=III=III=1 I I -1-1=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 `4 , F Lie ;;,` �•' RO•FESS►ON 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 0th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. a �7 — N i! o LoO I` (� 00 LL it a y M M W N a LL U_ IL t i0 t 0 0 I— �� m m o W 'E mrn ¢ a LL � Soy Z ° � ooa W z QQN ffi zE3 z C� :/i z v . +/-1� . V C) 1 ' V, U U _ • M Q � o E Uz E2 s =o Da Z E Fc0 C Y KO0 �o �o U z C C/)C a� UY O m i Y LL� M ^L1 W � U O) r1 � 1� C m c (D E N r � CCp of LO LO T I 00 N Ln r CO o o E th r ` z a E O U Q p �o C JOB NO: 20-8074 SCALE : AS NOTED SHEET NO. S3 (MONO)