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E5 00 L0 L0 t2 01 00 3:� I !2 "i CD i� C) C14 to 0 (n C�4 C> E E 0 CL 9 -2 17 C14 C14 CN C14 li�__ V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @ 16" 0. C. W/ (2) 10'-0" (R302.1 1) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. W13 (MIN.) @ GARAGE SIDE IF ;2� PRE ENGINEERED WOOD APPLICABLE. '7 TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & -2- ROOF FLASHING AND ROOF FLASHING HURRICANE ANCHOR @ EACH @ 6" M�X FROM END OF 2 x PLATE = i� 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.) A WWF OR FIBERMESH 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE wil ASTM I> D7158-CLASS G or H, or ASTM D -CLASS F, IN 3161 11 _T 1: =]I[= I I -I I' 12 ACCORDANCE w/ TABLE TYP.) V ARIES ZT Y P .71 R905.2.6.1, FLORIDA BUILDING ��I I 1=1 I FE I . III t 17=1 1 __ CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE INSULAFION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING I`?` FRAMING SHEET FOR 5/8" OR 1/2" HIGH STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE I @ 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-) NAILER STD. 90-HOOK (SEE DETAIL SHEATHING AND FASTENERS WALL W/ UU I UFLIII'1 GG F1 F\/ VAPIF�q/4--'\ SEE TYP. WALL SECTION -ALUMINUM DRIP EDGE -ALUMINUM FASCIA -2x SUB FASCIA -SEE STRUCTURAL SOFFIT SHEET SS 8"1 KNOCK -OUT BLOCK W/ 1 #5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE 'IS" MORTAR -ARCHITECTURAL FINISH 1 x2 PT WD FURRING @ 24" O.C.--/ I I E� I:-_jr 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 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W1 6X6 oil /-NOTE:EXTEND W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE E C Xbt, 6 MIL VAPOR ;2� BARRIER I 1 4 115 I I> I IF - COMP. SOIL. 01 (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 11 (1 STORY) ON 3" CHAIRS TYP. STD. 90 HOOK (SEE V-8" I STORY) U.N.O. I DETAIL) TYPICAL WALL SECTION Ill SCALE: 3/4" = V-01" 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-� T F F 0? SEE AJ/S3 OR J/S6 FOR REINF. INFO. -.3" MIN. CLEARANCE 1' 4" (1 STORY) 1 V-8- I STORY w/ DEPRESSED SLAB OPT.) Vff' (2 STOR) ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. "i �3 ADDITIONAL INFORMATION. 01) 8"x8l 6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/41 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.C.) (OR %" GYP. TYPE i @ BLOCKING @ 12" O.C. Ill (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. TR L, �,X,, J@B OOM EA SE CO TOP PLATE S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (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. �C 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 1 Ol (R302.1 1) 2-0/16" PLATE WASHER (TYP.) NOT EXCEEDING 1 Y-O" (R302.1 1) INDICATED ON THE PLAN. ATTACH (ALT: 1/2"1 TITEN HD @ 24" v 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 IMPSON SP1 w/ (110) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" -SIMPSON SP1 w/ (10) 1 Od NAILS 5/8"' x 10" "J" BOLT @ 24" 0 * C W/ IF NOTED, THIS REFERS TO THE 2-0/16" PLATE WASHER I STEP, SIZE OF FOUNDATION AND ?T2 ELEV. Ol (ALT: 1/2l 2" TITEN HD @ 24" x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE O.C. OR 5/8"AO'WEDGE ANCHOR INCLUDE THE WALL A. F. F. P x 6 W1.4 x W1.4 6x6W1 4xW1.4 @ 24" O.C.) 21' ATTACHMENTS 211� U15 WWF OR FIBERMESH WWF OR FIBERMESH ELEV. -0l 1/2" z 31/2" MIN. 3 1/2" MIN. A. F.F111) i U- 1/2"14" I ;=jI F 1/2"1 rn 11 00 00 3 1/2"i(mil - �I. 3 1112"(min,). - 11- .4 ttt: 1 r-I 1 r=- I EE 1 r: I I I I 1=1 I (2) #5 CONT. 4" V-4" 1 8" (2) #5 CONT. 5� 4,; 8" 0 U.N.O. MIN. U.N.O. MIN. TYPICAL BEARING WALL @ STEP TYPICAL BEARING WALL @ STEP " SHEARWALL K,_C_� Hic C QC__v "SHEAR WALL" SCALE: 3/4"=ll 'I'll S3 SCALE: 3/41 S3 &S ,-�Nw 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" Ol 2x S.P.F. STUDS 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" OIC FIELD. - 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" Ol 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 #5 VERT. IN FILLED CELL INTERVALS NOT EXCEEDING 1 U-0" (R302.1 1) 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR CN LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR 'l 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 BOLTINFO. 518"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O, BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10) 1 Od NAILS @ EA. STUD *SIMPSON SP1 (6) 1/4"11/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING w/ 10) 1 Od NAILS 2x P.T. P LATE FIBERMESH WEEP SCREED INSTALLED BAR TYP. ASSUMED FINISHED I Z/ PER M FR INSTRUCTIONS '�'-#3 OR #4 REINFORCING BAR �GRADE E \* 1:7 #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 740kkssiii] MONO OR STEMWALL__�, A T> Cl) FINISH GRADE 25" MIN. LAP [30" MIN. LAP) 60 [GRADE 60 MIN. Fy= i FOOTING MONO SHOWN FOR CLARITY 00 R BARRI t> 6 MIL VAPO EFF dxx\ xxl� "I R 17/8" ;LI 11 E=E #5 REINFORCING BAR z I 1 :;_ Ir Cq .11 r . 17 .T - z #9 LAP SPLICE NOTE: *FOR BEARING WALL C14 COMP. SOIL. (COMPACTED TO A 95% MODIFIED PROCTOR ASTM W/ UPLIFT ONLY till I D1557) �j - L j 4" 1f FRAME WALL TO C.M.U. WALL CONNECTION rD�'� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" �S SLAB INFORMATION. 6x6W1 ' 4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 41 GRADE 00 L 1� =1 I EEI I I_=I I IEil I 1EI I 1_1 I FEI I IN. T _-(1) #5 REBAR w/ OPT. III =S.QREj�NFNCL0SURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" S3 EXPANSION JOINT BLOCK WALL BEYOND 13" O.H.D. RECESS Cl) 4 :d a = it cl? 4.'4 =1 I r SEE A/S3 OR J/S6 FOR REINF. INFO. MIN, CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. Q3 ADDITIONAL INFORMATION. 1/2" GYP, BD. P.T. 2x 21' HOLD GYP. BD. 1/2" FROM SLAB 01-01, 0 CONT. BEAD SEALANT ., A 2X STU INTERIOR 3 1/2" A . I __� A* 4 GARAC- CONCRETE NAILS W 1 1 /2' 1/2" GY EMBEDMENT @ 12" O.C. W/ D STAGGERED, FR M B TT M PLATE TO CONCRETE ON FIL (MIN. SHEAR 180# MIN. CONT. TENSION 120#) CONCRETE SLAB >< 4 6x6W WWF C 00 7=1 1 JEE I` 16MILVAPOR BARRIER I - P 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE: 3/41 � �S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-01" SLAB INFORMATION. NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (110) 1 Od NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM LU END OF 21 PLATE Uj _j U) U-1 W I- '1 -1 7' 1' -1 7' 1' -1 1' �� 4x 4 4 4 101, ----#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF SCALE: ll �3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 1 Od NAILS TO TRUSS TOP CHORD FOR TRUSS SEE PLAN FOR AT 24" O.C. MAX. CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN =00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7116" O.S.B. SHEATHING z ATTACHED PER NAILING U-1 0 SCHEDULE SEE PLAN FOR STRUCTURAL _j Ui COLUMN SIZE AND BASE Es Uj U-1 CONNECTION INFO. DS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"ff' TAPCONS AT 8" COLUMN TO PORCH SILL O.C. E ATTACHMENTS & 18/D1 PSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN RYWALL SCREWS @ 8"O.C. ATTACHMENTS COR PLAN U.1 0 BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR 1.4 x W1.4 W LU SIZE AND REINFORCEMENT) R FIBERMESH E5 LU W BRICK PAVERS or SLAB PER A III Ol FIN. FLR. COMMUNITY SPECS PXV101 I IIIIJ11111 8 10 1 a _aTTAI k, 110 SCALE: 3/4"= T-13" 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 1 U-10" (R302.1 1) 112" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH b 'Cill (2) #5 COIl ON 3" CHAIR sL8" 11'4' 8" TYPICAL INTERIOR BEARING WALL w/ UPLIFT rG SCALE: 3/4"=V-0" 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S. G. D. (U. N. 0.) 1 WWF OR FIBERMESH SEE A/S3/J/S6 ' I K[:=�= 8" FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS 6@ S.G.D. SCALE: 3/4"=V-101" \, S3 40 a.) 3: g 14 Cb 0/0 *z 0 'o 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 potions of the drawing pages bearing Enginel signature and seal. ", , 1F." 11111 0 E co 8 00 C� - h 0 6 IN 0 to r'- :� - c-, �2 - :3 LO , 0 I*h to U) r,- rc-, Lu u LL I Q_ Lu CU C 6 C� 0 r- 0 �e U) C, 0� 3: W IL z I Co Lu 00 0 z z < of 0 b L) U M 5, M, 0 W El El 0�) < < (D 4., LLI 4- U 0 V) V :� USL (5 LU E IN 0 min C:) C6 51 Cz 00 0 S E < 10 1z z --< <z .1 < < 0 A T CS < '0 0 C:) 6 LO LO < CU CIO j 0 0 L) CN .2 LO 0 LL 00 U C:) 00 CC CN ca LO C:) Cy') < LO 00 Lr) U') E -E z E E 0 0 0 _j 'D CC < 4) SCALE AS NOTED SHEET NO. S3 (MONO)