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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 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 I INSULATION PER —J CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 12' GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2 ) #5 CO 6 x 6 W1.4 x W1.4 - UNDERLAYMENT FOR ROOF CHAIRS (TYP.)A _.� / WWF OR FIBERMESH Ilk PITCH > 4:12 ° (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT °' . A FOR ROOF PITCH 4:12 OR LESS. D r T PRE ENGINEERED WOOD ° 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 KGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. -ALUMINUM DRIP EDGE ALUMINUM FASCIA •2x SUB FASCIA -SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. 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 TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 t1 NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE e 1� com ° c0 6 MIL VAPOR ► r z BARRIER C 1 COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON CHAIRS TYP. #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK (SEE U.N.O. U 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 1, S3 ••DEPRESS• -BEYOND D••- TO RECEIVE BLOCKBEYOND PAVERS / DRIVEWAY • SLAB—\ ECESS PAVERS—\ �r �z; •-.11. I=IIF''.11 L 1L11 �lE II=11 1.=ll SEE A/S3 OR J/S6 r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE NT ON 3" 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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 (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 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. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT:1/2"x12" 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/ 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. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2" x 6 W1.4 x W1.4WF OR FIBERMESH ATTACHMENTS 2"6 x 6 W1.4 x W1.4 0 3112" MIN. W31/2"MIN. � WWF OR FIBERMESH ELEV. -0'-31/2" z 11 A.F.F. p �. e — —� 1/2"(mina 4" _ p e / e — r 1/2"(min.)- 4„ N 00 n I Irrrl I I 0 �' r 00 ' A �- •. 31/2"(min. pk.. 31/2"(min.) - 4" - — — I (2) #5 CONT. 4" 1'-4" rrT Tr 8° (2) #5 CONT. q" tT{�� ' g" U.N.O. MIN. U.N.O. TYPICAL BEARING WALL STEP SHEARWALL (aS3:) TYPICAL BEARING WALL @ STEP CC "SHEAR WALL" SCALE: 3P "=1' 0" SCALE: 3/4"=V-0" S3 GOT, Ly SEGJ�� ,\SIo 905. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. STUDS @ I'll 7s LOAD BEARING OR INSULATION2x PEROBC AND ENERGY 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 CIS3 FOR #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 G/S3 FOR ANCHOR "J" 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 MOOK DETAIL SIMPSON SP1 w/ BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 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 *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 � SPACE ANCHOR BOLTS 6" MAX FROM w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH :. WEEP SCREED INSTALLED BAR _ a END OF 2" x PLATE TYP. ASSUMED FINISHED c PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR UJ w ° ' ' GRADE N ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a MONO OR STEMWALL ° g M -0• ° = FINISH GRADE 25" MIN. LAP [30" MIN. LAP] GRADE 60 MIN. F - 60ksi [ y- 1 to a. — . FOOTING MONO SHOWN p o = w _ _ s FOR CLARITY _ _ _ °O 6 MIL VAPOR BARRIER ; " .°r° R 1 7/8„ TTT — ° D D p D I=1 I=1 1= =1 =1 11=1 = Z #5 REINFORCING BAR •• • • • I► • II �I h�11, 11,E • , 11�= Il'�11�11�11��11�1 SECTIONSEE TYP. WALL •- ADDITIONAL ' " 10 SLAB INFORMATION. �Il�i1-71-11-11=71�11_ �l_ -'�11�11�71—+11'�II�II�11 ► • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS c� CV ' M 60 4 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 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" J CONT. BEAD SEALAk INTERIOR 4. ' .3 1/2' .. V. 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 6 MIL VAPOR BARRIER l 1 36" MIN. LAP [36" MIN. LAP] -Y� 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE E REBAR DETAILS rF S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN °Q (2) HTS20 FOR STRUCTURAL *- BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w Q SCHEDULE x a w 6x6 P.T. #2 SYP 2X STUDS @ 24" O.C. U.N.O. �W SEE DETAIL 16/D1 FOR J W ABU66 SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT �_ w/ MIN. (2) #5 VERTICALS 92 <-��, FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, ` BRICK PAVERS or SLAB PER a y-I 0'-0" FIN. FLR.j� COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 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 ON 3" CHAIRS 8" (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) F WWF OR FIBERMESH SEE A/S3/J/S6 --" I j`"T= 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@ S.G.D. rM SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD Ed CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE— ° = c� � o ;III=III alll=III=1' z W o I —III —I —III—III—III—I I w 0 0LU z u- Q — a d = — ih Z qa I a —I � I —I I I=I 11 1 � w III III —III —III —III —I III —III —III- ' FOOTING i; Ill�i�llliiilll�� 111 ,II-IIIaI1-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 �° 'F O ¢: ..r 4l A i '•'••. f\P Q.•V co Ile. AR f r_ E `, %%** F� tlSlliP�� To the best of the Engineers knowledge, infixmation and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. �E g m N ci J MMcy #ALL Wa :t_LL LLU. v) ' W N a W t++ _ ra It o, m0 m°�q m 0r C- a W Z CLILW 2 E°_'Of p uo 04 O N M U {— z °L) o00 v N � z � z o Q v J M � N to _ M t" z �-J — w � 11 a Q) O E_ N c �® u C° W 0 Q �0 w Mz o Z J E wz o® o "o Z O N go 'd0 Wz wz i m o rc� MO 0 NC UZZ �o �Z Z � W a 8 U a NZ N z I� � ,N ila 0� � 3 ACV L✓n �> a; W 0 it ►� N 0 CO I.L p O mV C/ O E d- Ln M ,= = N(14 T N = r CO N °' C E 00 T M Z z E O c a E U J ui Q 0 J JOB NO: 20-3574 SCALE : AS NOTED SHEET NO. S3