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Tl 111011 i T3 C -9 v CD 43 E 0 00 C'4 7/y- 7/17 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) GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. S.P.F. DOUBLE CONNECTIONS. 8"x8"xl 6" NOMINAL BLOCK WITH TOP PLATE TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ 'Ix S.P.F. (OR EQUAL) STUDS @ 16" O.C. (12) 1 Od NAILS x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2x BLOCKING HORIZONTALLY@ 12) 1 Od NAILS U.N.O. INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. 2x #2 SPF STUDS 11 (R302.1 1) -0" (R302.1 1) 7`0/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) @ 16" O.C. W/ (2) L SHEATHING REIM FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ ,--2x BLOCKING HORIZONTALLY@ INTERVALS 16d TOENAILS T & B EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10' FOR UNDERLAYMENT INDICATED ON THE PLAN. ATTACH (ALT: 1/2"xl 2" TITEN H D @ 24" REQUIREMENTS SEE R905.1.1 1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 2 4" O.C. @ BOUNDARIES, i O.C. @ @ 24" O.C.) PRE ENGINEERED WOOD 'IT -A - 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & li SLAB & BLOCK SIMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 wl (10) 1 Od NAILS HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE E 5/8" x 10" "J" BOLT @ 24" 0 C W/ STEP, SIZE OF FOUNDATION AND ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 04 0.-011 2"ox3/16" PLATE WASHER (IFYP.) REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE COMPONENTS TO BE IN ACCORDANCE ELEV. Ali (ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH w/ R903.2, FLORIDA BUILDING CODE .- A i %. I O.C. OR 5/8"x10'WEDGE ANCHOR i x 6 W1.4 x WIA INCLUDE THE WALL 1.4 x W1.4 MOISTURE BARRIER A. F. F. 2" ATTACHMENTS WWF OR FIBERMESH /6x6W 7TH EDITION (2020) RESIDENTIAL @ 24" O.C.) WWF OR FIBERMESH SHINGLE ROOF, SHINGLES TO A 3 1/2" MIN. % z 3 1/2" MIN. LLV 9 BE IN ACCORDANCE wl ASTM ELEV. 4-3 1/2" A F F D7158-CLASS G or H, or ASTM ELI= 1 4" . A Aim 2x4 CONT-.-// I L of D3161-CLASS F, IN 2 1% , 3 2"(min. - 4" 12 in.) CD ;0 T 12 ACCORDANCE w/ TABLE C14 oo V R905.2.6.1, FLORIDA BUILDING 3 1/2"(nniri - 4#" (31 "(rniri ARIES GARAGE DEPTH VARIES L11- LU -Z"� 7P) CODE 7TH EDITION (2020) 8" -Ill- ;;LII,7 RESIDENTIAL ROOF SHEATHING - SEE DN 8" (2) #5 CONT. 14' 8" INSULATION LE SCHEDULE - [RSHI - ON TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. MIN. rCC FRAMING SHEET FOR TYPICAL BEARING WALL @ STEP SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP TYPICAL BEARING WALL STEP I SHEARWALL ZS22221- ELEV. VARIES� SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" k\,� J3 SCALE: 3/4"=V-101" "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" �3 5/8" OR 1/2" HIGH—'---- ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" LUMINUM FASCIA GYP. TYPE "X" @ GARAGE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM , \12' N. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE STRUCTURAL 2x S.P.F. STUDS 1 O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7 O.C. OFFIT SHEET SS -A — SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C v CEILING & 8" O.C. WALLS S11 It LOADBEARINGOR —044 2x STUD INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ 8 X8 X16" KNOCK -OUT EXTERIOR WALL 81, C M U FORM SUBMITTED WITH PERMIT NOTE: INTERVALS NOT EXCEEDING INSULATION PER BLOCK W/ 1#5 CONT. 2x BLOCKING HORIZONTALLY@ APPLICATION SEE SECTION C/S3 FOR 10'-0" (R302.1 1) CHART ON FLOOR FILLED SOLID W/GROUT 1 "x P` T'STUD 2K PLAN INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION #5 VERT IN FILLED CELL 11 (R302.1 1) LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL C.M.U. TYPICAL SEE CC/S3 OR 04 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. NAILER G/S3 FOR ANCHOR 5/8"x6" "J" BOLTS BOLT 5/8" x 10" "J" BOLT @ 24" O/C W/ 2"'X 3/16" 3RD LAYER 1/8" THICK. (cD K.O. BLOCK 10d NAILS 5/8"DIA. EXPANSION BOLT @24 STD. 91THOOK (SEE DETAIL) BOLT INFO. 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE O.C. W1 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR (IF NO UP LIFT ON @ SIMPSON SP1 w/ (10) 10d NAILS @ EA. STUD 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ x 351 MIN. TENSION 21 WALL SEE 11 4 (6) 1/4"l 1/4" TAPCONS 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING x SPACE ANCHOR 6 x 6 W1.4 x W1.4 WWF OR x -j �/ < BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 *SIMPSON SP1 SPACED EVENLY FIBERMESH E: BAR >c i W M WEEP SCREED INSTALLED END OF 2" x PLATE WWF OR FIBERMESH --------ARCHITECTURAL w/ (10) 10d NAILS C14 2x P.T. PLATE 1>. . �- I 6 PER MFR INSTRUCTIONS W FINISH TYP. \ I N""-#3 OR #4 REINFORCING BAR 1 x2 PT WD FURRING @ 24" O.C. J ASSUMED FINISHED E A 40kSI P GRADE 2E #3 & #4 LAP SPLICE GRADE 40 MIN. Fy (n ------- [GRADE 60 MIN. i FINISH GRADE ;0 25" MIN. LAP (30- MIN. LAP] 1/2" GYPSUM WALLBii :i (1) #5 VERT. IN FILL MONO OR STEMWALL---,, W U.N.O. CELLS (SEE LL" 41 FOOTING MONO SHOWN l, j-1-17 ;0 A 6 MIL VAPOR BARRIER #5 REINFORCING BAR R 17/8" FOUNDATION PLAN FOR CLARITY FOR LOCATIONS) z C14 #5 LAP SPLICE (2) #5 CONT. 1x4 P.T. BASE NAILER 4"x4" INSPECTION 36' MIN. LAP [36" MIN. LAP] ON 3" CHAI NOTE: L �� (.1" 8" 1-4" 8" PORT AT EACH COMP. SOIL. (COMPACTED TO (TYP.) 3 1/4" BASEBOARD FILLED CELL TYPICAL *FOR BEARING WALL 14, -1 �.al 1, W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR J D1557) '---#6 REINFORCING BAR #5 STD. 90 HOOK 4" MIN PSI MAY VARY PER W / I 1 1'41 TO CUT BLOCK OR POUR #6 LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE K`T� WALL w/ UPLIFT CONCRETE SLAB W/ 6X6 TYPICAL EXTERIOR FRAME WALL FOOTING REBAR DETAILS rG TIBERMESH" BELOW GRADE ALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SCALE: N.T.S. Illlilil�3 SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. W1.4XW1.4 WWF OR /—NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SC VARIES 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 j% Ir- 6 x 6 W1.4 x W1.4 SEE PLAN WWF OR FIBERMESH Cl) FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 00 3 1/2" 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS 6 MIL VAPOR ;2� min.) 4"-,\ 4 AT 24" O.C. MAX. x x CONNECTION INFO -Cv d A GRADE & LAYOUT DESIGN R BARRIER 4 A SEE PLAN FO TOP OF BEAM 'i 4 4 COMP. SOIL. IF q� , " . A EE ROOF PLAN A w/ OPT. I . . - E (COMPACTED TO 95% 1) fill REB R FOR STRUCTURAL 41 41 Pn I I= SC E N NCLOSURE (2) HTS20 E MODIFIED PROCTOR BEAM SIZE & ASTM D1557) CONNECTION INFO (2) #5 REBAR CONT.— 3- MIN. CLR. 4' 1-4- (1 STORY) STD, 90 HOOK (SEE ON 3" CHAIRS TYP . 4" V-8" (2 STORY) DETAIL) MIN. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 8-1 U.N.O. MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. TYPICAL THICKENED SLAB EDGE 0 OPTION #1 TYPICAL WALL SECTION rA SCHEDULE SCALE: 3/li < SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION > SCALE: 3/4" V-101" 1/2" GYP. BD. > SEE PLAN FOR STRUCTURAL SLAB INFORMATION. P.T. 2x HOLD GYP. BD. COLUMN SIZE AND BASE 25 2 , LU CONNECTION INFO. SLAB STEP & RECESS 6@ SaG.D. M� 1/2" FROM SLAB W OPT: DEPRESS SLAB 5Y2" CONT. BEAD SEALANT SCALE: 3/411=11-011 "I'll �3 < SECURE 2x4 P.T. BTM. PLATE DEEP AND 6" BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR w/ 1/4"x3"TAPCONS MASONRY WALL AND DOOR TO RECEIVE I . 4 PAVERS / DRIVEWAY EXPANSION JOINT 4 -3 1/2" COLUMN TO PORCH SILL AT 8"O.C. PAD FOOTING 13" GARAGE ATTACHMENTS & 18/D1 CONCRETE SLAB 14" O.H.D. O.H.D. RECESS FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL 1/2 1/2" GYPSUM WALLBOARD U.N.0 ATTACHMENTS EXTEN O.0 W/ DRYWALL SCREWS @ 8'O.C. TO FOUNDATION PAD E PAVERS� RECESS tt 2� CONCRETE NAILS W 1 L D FILL CELLS EMBEDMENT @ 12" Cl) INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. A Cn 0 Q SIZE VARIES PER PLAN STAGGERED, FROM BOTTOM I A PLATE TO CONCRETE ON FLOOR PLAN RTICALS x 9 w/ MIN. (2)#5VE GRADE CONT. BEAD SEALANT 00 (MIN. SHEAR 180# MIN. 2 FILLED SOLID (SEE PLAN FOR Co LU TENSION 120#) NCRETE SLAB 4" ;0 x 6 W1.4 x W1.4 LIJ -j 00 SIZE AND REINFORCEMENT) 6 4" LU WWF OR FIBERMESH U) a. Uj z 0 W C6 E A A J- BRICK PAVERS or SLAB PER 9 00 0 10 MMUNITY SPECS 01 tv. li M M -4- OCITING Cn CO 6 MIL VAPOR F SEE A/S3 OR J/S6 BEYOND SEE A/S3 OR Ji FOR REINF, INFO. 3" MIN. CLEARANCE B T-/. FOR REINF. INFO. MIN. CLEARANCE PAD REINFORCEMEN 31, MIN. CLEARANCE (SEE SCHEDULE) V-4" (1 STC RY) OUNDATION FOOTING WIDTH 1'4" (1 STORY) V-13" (1 STORY w/ DEPRESSED SLAB OPT.) - - (2 STqRY) 4" 4" PAD INFO. 1- 8" (2 STOR") -8' F. SEE SCHEDULE N E D SH H E D R (T 2 Y 4' DGEANCHOR ATION ONLY " J@MTR BLO 'SEA ' C EE ii 2 U w/ 2 FERS To THE NDATION AND AND WILL NOT L '2' I pr7l P Iffi L R FRO I ATii TAPERED COLUMN FRAMI rCD T2� PATIO COLUMN FTG. DETAIL GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG SCALE: a14"= V-1)" GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SCALE: 3/4"=1'-0" rK NG SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. 'Ill �3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. .t2 90 CIE. I--- C, :-t, CC 0 0 .C,j . X�111111111ll 0 V11 , V11b CN 0 Cm F.' U — Ice/ OF ZNI ss\011 To the best of the Engineers knowledge, information and belief. the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0) W E 0 04 c�,) uF2 1 32 IS 9) 04 0 qh ILL 13 _co .j LL z i 2 "58 -4 - 0 13 M G 2 W z ILLW 05 LU 0 ce) Z < 0 z W 0 U) 13 11 0 14� 2 Co. �D U5 U 0 Ll IV) 0 E 0 z a E 0 co L? 170 C1 E M 0" -0 z 8M It 1713 C Z� .9 C., z C, H C) .2 10 0 C0 rl 10 < Cr - - CO :�. CN C: LO TO C) CD CD I Lo N 00 04 E Cf) 0 z z a E T— M i 1 0 -j JOB NO: 22-09405 SCALE : AS NOTED_ SHEE7 NO. S3 (MONO)