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L0 LO _j M CID ce: LO Cr C, -0 C" t2 C14 L0 CD L0 U,-j L0 0 C, Cn 04 CD 5�- CL E C', 0) E 0 04 In- 4; 16 im C'4 CD C, 1= L,j V) V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" O.C. W/ (2) 1 U-0" (R302.1 1) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & HURRICANE ANCHOR @ EACH @ 6" MAX FROM END OF 2 x PLATE ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 C�! w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM . . . . . . . . D7158-CLASS G or H, or ASTM D -CLASS F, IN 3161 1 F E-1 I I /RY I I:-- =I I III 111 :11' 12 ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING (TYP') VARIES flEii I I- I I , . I- - Z T:y P 7.) CODE 7TH EDITION (2020) 8"'- 1-11 r III RESIDENTIAL ROOF SHEATHING - SEE INSULA DN LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G F1 FV VARIF,1;A4_"\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" k I 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 INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL-J NAILER STD. 90-HOOK (SEE DETAIL -ALUMINUM DRIP EDGE -ALUMINUM FASCIA - 2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS - 8"x8"X1 6" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR -ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.--J 1/2" GYPSUM WALLBOARD U. N. 0. (1) #5 VERT. IN FILL CELLS(SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 /-NOTE:EXTEND W1.4XW1.4 VVWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E = 00 6 MI L VAPOR co 7 BARRIER 4 COMP. SOIL. �2 (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 1'4' (1 STORY) ON 3" CHAIRS TYP. STD. 90 NOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" � �3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS :37 0? 1-1 F SEE A/S3 OR J/S6 FOR REINF. INFO. T' MIN. CLEARANCE 1:�4" (1 STOR)") / 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. 30 -rv/\F -T/r ::�- -�K ----\ -�� -, -4'+ -v-- -b;�d 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 Y8" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS (U.N.O.) (OR Y8" 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. CONNECTIONS. 8"x8"x1 6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE STRE P� T N Y GT T B R L, IG AErEA 'X" @ Y P � BIT BLE ROOM SE CO (12) 10d NAILS 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" 0 S B (12) 10d NAILS U.N.O. )LT OC / SHEATHING REQ'D. FOR ALL x BLOCKING HORIZONTALLY@ INTERVALS 5/8"' x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) SLAB & BLOCK EDGES, AND @ 12" O.C. @ FIELD SIMPSON SP1 w/ (10) 10d NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 10d NAILS x IF NOTED, THIS REFERS TO THE 2".x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. Y-10" OL (ALT: 1/2"xl 2" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE A. F. F. O.C. OR 5/8"xl O'WEDGE ANCHOR x 6 W1.4 x W1.4 INCLUDE THE WALL @ 24" O.C.) 211 WWF OR FIBERMESH ATTACHMENTS 211 WWF OR FIBERMESH ELEV. 4-3 1/2" z 3 1/2" MIN. 3 1/2" MIN. /6 x 6 W1.4 x W1 .4 v '2 f- A. F. F. 2x4 CONT�Z U_ M21I., I...T 1=1 I� 112"(min) V CD z 1/2"(min.)- 4" C\1 00 00 Ti= z: n 7 -.).7 M, GARAGE DEPTH VARIES r3l'/ 2 (min.�l - 4"' 1/2"(min 4 z ILI 1117 (2)#5CONT U1.111 L -1 (2) #5 CONT. 4' 4" V-4" 8" 41' U. N. 0. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B� TYPICAL BEARING WALL @ STEP @ SHEARWALL (*�C� TYPICAL BEARING WALL @ STEP (*Cc� SCALE: 3/4"=V-0" �3 "SHEAR WALL" SCALE: 3/4"=V-0" S 3 ) SCALE: 3/4"=V-0" �, S3 ) 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W1 8d COMMON NAILS @ 4" O/C 2xS.P.F.S DS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. A - SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY \111, j;11\111 2x BLOCKING HORIZONTALLY@ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING 1 "x P T STUD 2x BLOCKING HORIZONTALLY@ APPLICATION NOTE: 10'-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING ADDITIONAL INFORMATION 10'-0" (R302.1 1) SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER -1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FiOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLTINFO. 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. @ K.O. BLOCK 10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE 5/8"DIA. EXPANSION BOLT @24 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 O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS X 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN, LAP] #5 REINFORCING x SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY FIBERMESH /< BOLTS 6" MAX FROM 6x6W1 4xW1A w/ (10) 1 Od NAILS BAR �/ Q C� = P.T. PLATE END OF 2" x PLATE WWF OR FIBERMESH 2x LLJ PER MFR INSTRUCTIONS X 0 F TYP. WEEP SCREED INSTALLED < LU I c) _7' #3 OR #4 REINFORCING BAR L) > ASSUMED FINISHED E GRADE 40 MIN. Fy= 4 X _j #3 & #4 LAP SPLICE O's X 0- [GRADE60MIN. =60ksi]] X 0 �GRADE FINISH GRADE cO 2 a- 9 MONO OR STEMWALL____.1 2E m 25" MIN. LAP [30" MIN. LAP] LI 1 1111 LU 7 FOOTING MONO SHOWN F_ '4 00 11 Uj 00 kL17 Ij; 'z FOR CLARITY 6 MIL VAPOR BAR I R LtT=l I I IJ7 -1 U) �j I E z - R 17/8" z #5 REINFORCING BAR P I-TE-1 I ��M_--' �2 #5 LAP SPLICE (2) #5 CONT.- NOTE: 36" MIN. LAP [36" MIN, LAP] ON 3" CHAIRS *FOR BEARING WALL C14 COMP. SOIL. (COMPACTED To A Hl- - - 8" 1141, 811 101, (TYP.) W/ UPLIFT ONLY i-I I In" IT- 95% MODIFIED PROCTOR ASTM 7", D1557) - �ILI F�_F fl 1 7 7 77 ..... .... .... ..... �--#6 REINFORCING BAR #5 STD. 90 HCOK 4" 1'4" #6 LAP SPLICE TVPIrAI IKITI=Plr)P PPAPIKIr, FRAME WALL TO C.M.U. WALL CONNECTION r D TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-10" � �S3 SLAB INFORMATION. 6x6W1 ' 4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"---, GRADE 00 ::-111 lEil I F-I I 1=1 I 1=1 11;7-, -(1) #5 REBAR wl OPT. :NCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS 4 -9 1 4. 0? SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 ADDITIONAL INFORMATION. 1/2" GYP. BD. P.T. 2x HOLD GYP. BD. 2"/ 1/2" FROM SLAB 01-01, CONT. BEAD SEALANT AIN INTERIOR 2X STU 4. -3 1/2" A.. A A GARAC 1/2" GY CONCRETE NAILS W 1 1/2" W/ DR EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM INSUL) PLATE TO CONCRETE ON FL (MIN. SHEAR 180# MIN. CONT. TENSION 120#) CONCRETE SLAB 6x6W WWF C 0? 6 MIL VAPOR QADDlr-:D :: - � - 11 - - 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/4"=V-0" �K rElk" i Iq 1111,11 SCALE: 3/4" 1`0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. REBAR DETAILS F WALL w/ UPLIFT G� SCALE: N.T.S. SCALE: 3/4"=V-0" ��3� RIES SEE PLAN 1 1/2" RECESS FOR x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) T1 WWF OR FIBERMESH 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. x x CONNECTION INFO 4 S E PLAN FOR E x & LAYOUT DESIGN TOP OF BEAM NV SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL E BEAM SIZE & 41 CONNECTION INFO T. .4 /--2x4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 16' MIN 7/16" O.S.B. SHEATHING (n z 0 ATTACHED PER NAILING FOR REINF.1141 0. OPTION #1 uj SCHEDULE 1ARESI-N SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION * Uj SEE PLAN FOR STRUCTURAL (Q1 AR IMPOP&AATInM U-1 COLUMN SIZE AND BASE LU LU CONNECTION INFO. SLAB STEP & RECESS S.G.D. rm"'� SCALE: 3/4"=1'-0" DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"0" TAPCONS AT 8" E COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 PSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL YWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS To FOUNDATION PAD TION PER CHART z 0 SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. OOR PLAN U) SIZE VARIES PER PLAN BEAD SEALANT A= w/ MIN. (2) #5 VERTICALS 00 K FILLED SOLID (SEE PLAN FOR 1.4 x W1.4 U-1 SIZE AND REINFORCEMENT) Lu 0 R FIBERMESH LU U) BRICK PAVERS or SLAB PER z P: LU 0- LU LU 0 LU Cn 0 0 �-4 LU z < -A //,--COMMUNITY SPECS LL_ 1;2� � 0: FOOTING BEYOND PAD REINFORCEMEN 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL ("'N� SCALE: N.TS. ��3 C= Cn CC Z, jc� E_ p :7. F: LO 'y 0 - I 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 - Residentia I 7th Edition. Engineers signature and seal is only for the structur eng ne ring po ons o t a raw ng pages eanng Engineers signature and seal. U) W51- E AN A9111h 8 01 sn 0 00 C? gmw :3 f CY) "T Lu ILL CL z C� 0 W 0 0 0 U� M Z 04 < 0 z va W < ILI) v) 2! (D (1) Q 0 LU ) V) V) L= E 8 913 0 C', 0, z z U_ C6 E z< E Z. 0 Co 0 < '0 0, C M .2 >- z 1z 0 C) z 11 M <0 g ZI < 0 .2 C:) 0 C.0 LO LO < CU 0 0- (N j 0 CT 0 C:) U) CN M LO 0 < LL 0 0) 1 C) c) LO L0 E (0 0 M z E T_ E 0 0 0 JOB NO: 23-06139 SCALE : AS NOTED SHEET NO. S3 (MONO)