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m v 0 J Cn N m 4) v 0 co i C Q N N CL 0 g _9 If an V CS .o i CL O S 0 a N N w 12 (TYP.) VARIES IN 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.11) 16d TOENAILS T & B 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE FOR UNDERLAYMENT (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 REQUIREMENTS SEE R905.1.1 CHAIRS (TYP.) WWF OR FIBERMESH PRE ENGINEERED WOOD ° ° TRUSS @ 24" O.C. U.N.O. m ° t- ° — - o HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ , ' ° • = r METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 1— $„ r l —I L I �I I I II I ROOF SHEATHING - SEE 1 SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES I SEE TYP. WALL SECTION SCALE: 3/4"=V-0" \ S3 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 1, 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 FINISH 1 x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD U.N.O. (1) #5 VERT. IN FILL 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 M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER Q TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE � 'E S r ° r, _ f 6 MIL VAPOR Sz— ° BARRIER j p 4 C COMP. SOIL. I ° (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. ON #5 R CONT._/1'-4" (1 STORY) STD. 90 NOOK (SEE U.N.O.DETAIL) CHAIRS TYP. 4„ V-8" (2 STORY) U) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" 53 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 �7 7� ��-rJ11�[1L1 � • r� lh- SEE A/S3 OR J/S6 nTHi . �T 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 SEE TYP. WALL SECTION FOR SCALE: N.T.S. ADDITIONAL INFORMATION. 13� 8"x8"x16" 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 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. —T/IF II II II II 5/8"OR 1/2" HIGH STRENGTH -�' (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE TOP PLATE 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 @ 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD 5/8"° x 10" "J" BOLT @ 24" O.C. W/ _ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" A.F.F. O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 211- 0 ELEV. 4-3 1/2" z 31/2" MIN. A.F.F. o • N oo ° rr rrr rrr rrr • 0 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. CONNECTIONS. S.P.F. DOUBLE TOP PLATE ___---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. 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.11) (ALT: 1/2"x12" TITEN HD @ 24" INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) IMPSON SP1 w/ (10)10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE F-S STEP, SIZE OF FOUNDATION AND 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE /x 6 W1.4 x W1.4 INCLUDE THE WALL / 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH �31/2"MIN. ° e r — e_ 1/2"(min.)-4 • oo �,� ��. -Y L,, ,,L �,� _111, 31/2"(min.) 4 - — y— — 11 (2) #5 CONT. � 1'�114" (2) #5 CONT. {'-4 - U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALLK,C TYPICAL BEARING WALL @ STEP rCC "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 GIN' PE�� QGS 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C 10 M 1M1\ s LOAD BEARING OR INSULATION PER FBC AND ENERGY EXTERIOR WALL 8 C.M.U. FORM SUBMITTED WITH PERMIT 1 "x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 10'-0" (R302.11) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SEE CC/S3 OR cv 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 HOOK DETAIL SIMPSON SP1 w/ 10) BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 'SIMPSON SP1 (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR W/ (10)10d NAILS N SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAREINFORCING BOLTS 6" MAX FROM TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS o END OF 2" x PLATE ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° GRADE ° ° z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a e Z , M p o FINISH GRADE °O 2 [GRADE 60 MIN. Fy= 60ksi] 25" MIN LAP [30" MIN LAP] 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'4" (R302.11) 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#) 6x6W1.4xW1.4 N WWF OR FIBERMESH e MONO OR STEMWALL ° � TFOOTING MONO SHOWN - Ld-,— ° _O°6 MIL VAPOR BARRIER—R °—I ba °Q �°Au_ FOR CLARITY ° _ e. R 1 7/8" N Z #5 REINFORCING BAR ]� _ III —III III III _-III III ? — I T #5 LAP SPLICE NOTE: D —III I_I=III III=III -I I • _ *FOR BEARING WALL COMP. SOIL. COMPACTED TO -III— = = � III- ( W/ UPLIFT ONLY _ _ _ —_— = I' 95% MODIFIED PROCTOR ASTM L I 1=1 I I II=1 1 III- I II-1 1=1 I III: I II-1 1=1 III D1557), rr�rrrr — 1=1 I-1 1=-1—I 1-III-1 1=1 1=1—III -III—I 1=1 f I I- 4" 1'4" "—III—III-1 I I_=1 11=1 I{ III —III —III —I 11-1 I I-1 I I_ I I' FRAME WALL TO C.M.U. WALL CONNECTION ("'D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. r-6x6W1.4xW1.4 WWF OR FIBERMESH / GRADE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT I BLOCK WALL BEYOND 13" O.H.D. RECESS e , N CMI) .. a .r III -1 �— � � ,' .. " • —r �* I—� .. 4" I_ I— T SEE A/S3 OR JlS6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4' (1 STORY) V-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 13 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB J CONT. BEAD SEALANT •: INTERIOR ° - -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 °Q E cel mt a� 6 MIL VAPOR BARRIER � 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 (2) #5 CONT. — m — ,� 36" MIN. LAP [36" MIN. LAP] ON 3"CHAIRS 10" 8" 1'-4" 8" (TYP') #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL w/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VA I 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. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN • — — — TOP OF BEAM SEE ROOF PLAN c — — — ° a, ' v ° u ° (2) HTS20 FOR STRUCTURAL :- — E BEAM SIZE & N — �' a _ �r CONNECTION INFO I I 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE 8 �n6" MIN 7/16" O.S.B. SHEATHING SEE AlS3/J/S6 g D.S.B. z ATTACHED PER NAILING FOR REINF. INFO. _ w ° SCHEDULE OPTION #1 c ¢ SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION Q 7 > w SEE PLAN FOR STRUCTURAL SLAB INFORMATION. w COLUMN SIZE AND BASE s W CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM 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 SILL AT 8" O.C. PAD FOOTING ATTACHMENTSOR 18 1!2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL -- W/ DREXTEND YWALL SCREWS @ 8"O.C. ATTACHMENTS FILL CELLS TO FOUNDATION PAD E INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' ON FLOOR PLAN SIZE VARIES PER PLAN r� CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ;0 Z GRADE 4 FILLED SOLID (SEE PLAN FOR - _ _ = — n J 6 x 6 W1.4 x W1.4 is SIZE AND REINFORCEMENT) C7 � 1 11 ° ° • III III III = 1' =III WWF OR FIBERMESH ,, z=-1 a w I I-1 III III 1 I! w ° BRICK PAVERS or SLAB PER p o _ = - • ° • v -- -_ -_- z¢ COMMUNITY SPECS L` � I, — — — " 7 a 0 -0 FIN. FLR. III -III ICI - III FOOTING III 11 L.-11 I`I I III=I 1= III-11 „11-- III ,;III BEYOND PAD REINFORCEMENT -III�-III-_i —' (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S�3 ;. A� 0 N \ FLOC To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. to Fof�pr` 01 0 N d m� J LL w N y �000 to r r� LL to a- a he Q�rNiv (a LL LL M W 13 ZW o o A M rN 'ag I M ZM_j LLW C/) I .<It aK N Z It rn O c�_jvvi ZpV W ❑00 z N � o Q Y J - d z ^N^' C7 u- .V o � g 4C• O_ W N c w 2 n. Q INO, o w z J_j 0 aT E 0 oo R� a O E Q $ a V Z o N Y i Qa wz � r0 U y Q O z Z Q)l 4 ° 4 W Z 4 z - N W W Cf.) � ao r� r iIao a ) 3 O J > Lo L a� ._ o t° J CV C C) /I1 m U CU }) = Q) N T O LO O r a) E N (� r) r— o Z Z E O 6i d E U J v �? Q Q c J JOB NO: 20-8085 SCALE : AS NOTED SHEET NO. S3 (MONO)