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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / 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 —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. WHOOK (SEE DETAIL 2x #2 SPF STUDS - J @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE n (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 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 & SE @ 6" MAX FROM END OF 2 x PLATE E (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 t° PITCH > 4:12 ° e (2) LAYERS TYPE I OR TYPE ]I e (#15 OR #30) UNDERLAYMENT 9 . T FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD _ TRUSS @ 24" O.C. U.N.O. - HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/'- METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT 7/16"O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - - ALUMINUM DRIP EDGE ALUMINUM FASCIA 12" N.O. 2x SUB FASCIA 2 EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT = SEE CC/S3 OR G/S3 FOR ANCHOR 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON -.--TYPE "S" MORTAR WALL SEE GG/S3) FINISH 1x2 PT WD FURRING @ 24" O.C. #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE C 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 AT GARAGE CONTRACTOR MIN PSI MAY VARY PER N � TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB Wi 6x6 a NOTE:EXTEND W1AXW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE _ L •' ♦ ° = Z Ch ° 6 MIL VAPOR ° z BARRIER N COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3- MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'�t" (1 STORY) STD, 90 HOOK (SEE U.N.O. 4" 1'-8' (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0' S3 OPT: DEPRESS SLAB 5 V DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14 PAVERS-``O.H.D. RECESS Z L��JL ;�S Lll:ll. SEE A/S3 OR J/S6 -I 1 11 �1Lf 1 FOR REINF. INFO. 3" MIN. CLEARANCE 1',4" (1 STOR / V-8" 0 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *SIMPSON SP1 w/ (10)10d NAILS -� TYP. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY GG S3 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" 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 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 @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/810 x 10" "J" BOLT @ 24" O.C. W/ -� 2"•x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT:1/2"x12" TITEN HD @ 24 O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" 1H 1=d a A.F.F. O.C.) d C 3 1/2" MIN. a ° a ELEV. 4-3 1/2" Z V O Q d d G A.F.F. p a s d 4 2x4 CONT. d LLar d C d d GARAGE DEPTH VARIES 31/2"(min - 4" '- d' 4 d (2) #5 CONT. q'm U.N.O. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" x S.P.F. STUDS @ 16" O.C. 2x STUD 8" C.M.U. 1 "x P.T. STUD #5 VERT. IN FILLED CELL N 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS SPACED EVENLY ' 2x P.T. PLATE ASSUMED FINISHED GRADE FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" �11'�i1=11�llcll_II=11- MIN. TYPICAL THICKENED SLAB EDGE KOT SCALE:3/4"=T-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 1 O.H.D. RECESS E `v 1 SEE A/S3 OR J/S6 _'i I FOR REINF. INFO. 3' MIN. CLEARANCE 1'4' (1 ST Y) 1'4r (2 ST GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 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. w/ (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. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE STUD BELOW 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. (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 HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < T-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH INCLUDE THE WALL ATTACHMENTS 2' 6x6W1.4xW1.4 WWF OR FIBERMESH =11 JLJI�11 _ �:�j�—llAN GOW QGS Ctp, �CJP SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT /' \ (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/8"" x 10" "J" BOLT @ 24" O/C W/ 2"dX 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH WEEP SCREED INSTALLED BAR —� c E PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR ° .• z_ GRADE 40 MIN. Fy=40ksi #3 & #4 LAP SPLICE T FINISH GRADE 00 (GRADE 60 MIN. Fy= 60ksi] ° 25" MIN. LAP [30"MIN. LAP] 6 MIL VAPOR BARRIER I> R 1 7/8" --\ #5 REINFORCING BAR 1- . • • � . i1= �'�I1.'�II=11 111=11.=111=J1r-11-�11.?I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 01 1/2" FROM SLAB 0'-0" CONT. BEAD SEALA& — a INTERIOR ° � �-3 1/2" a. � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) E M 6 MIL VAPOP BARRIER CONCRETE SLAB a 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E_ j 6x6W1.4xW1.4 =1 I `WWF OR FIBERMESH r, K S3 • w�u� yea �� oi�� i voii� oi��ovw� i�� via RIFI�l NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM END OF 2" x PLATE o ° w U a a. w — CIO U) REBAR DETAILS rF SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL := BEAM SIZE & CONNECTION INFO 2x4 P.T. PLATE 8 7n6" o.s.a. COLUMN LOCATION I 1 I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING w 0 SCHEDULE aa J 6x6 P.T. #2 SYP �W LU ABU66 SEE DETAIL 16/Di FOR SECURE 2x4 P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" O.C. ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN ATTACHMENTS 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 0'-0" FIN. FLR. COMMUNITY SPECSIRV ;o=, .- - • -. (2) #5 CONT. If ON 3" CHAIRS (TYP.) 8" 1'-4" 1/2"(min.)- 4" CC S3 (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 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 8° TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES r6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) �� I WWF OR FIBERMESH SEE A/S3/J/S6 --� g• FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. /— SLAB STEP & RECESS @ S.G.D. M SCALE:3/4"=V-0" S3 q MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PADS CONT. FOOTING STEEL MAT REINFORCING. Q ' 00 GRAD d ° M d c� ;III=III d °.=1I1=1I1=III-1' ?_ I —I 11=1 III-11 I-1 11-III" W °o oLLJ _ z LL ' I l=1 =1 11=1 11=1 11=1 I I I I =1 11=1 I I—= -� I I 111—I 11=1 11-1 11-1 I III=111=111= , FOOTING 0 1=111=1I11=1 11=1 I I I =111-111—' BEYOND PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN""� SCALE: N.T.S. S3 f ro UV41 FLO FL 1 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 - Residentiel 6th Edition. Engineer's signature and seal Is only for the stnictural engineering portions of the drawing pages bearing Engineers signature and dal. F C 8 N C4 it o8 cr 0 -oN N# oNp LL LL 0 LL _j LL LL ti 0.in a pe N Vl M W N a aa�$ ;ALL 0 W ccC 04 mm°c N p Q-' G rA Z Ra� 3 ° i d< W❑❑❑❑ N � z z z g a — M IN z Q) C9 € pW Ln c �00 O U � 0 c a � o o M m i W u E E o wo �� �° g __® V t— V Wpa p �U Z O N r0 np °ds %$ o� Irz fh wZ ram_. L f0 CO �� mi 2 gE z J `uYm f� W a U g� ado NLL o �z �w ni C oco c� U 3 J dN >q rn B � (D N .> I) Q 6L W O to I— R M r d' v � N ._ z r O± o CN o r d E Cn N N d Z c E y r E O N w � c 0- U Q p JOB NO: 20-0560 SCALE : AS NOTED SHEET NO. S3 (MONO)