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LO 00 �2 LO A Lo LO 21 Cr (n 39 LO 2 0 -3= E 6 a_ a_ H =2 0`1 C14 C) 15 C14 C53 ROOF FLASHING AND ROOF FLASHING COMPONENTS TO BE IN ACCORDANCE w/ R903.2, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL 12 (TYP.) I VARIES INSU 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 V 2x BLOCKING HORIZONTALLY@ 2x #2 SPF STUDS INTERVALS NOT EXCEEDING @16" O.C. W/ (2) 10'-0" (R302.1 1) FOR UNDERLAYMENT 16d TOENAILS T & B REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF ;2� 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 = E TRUSS (SEE UPLIFT SCHED.) W/ (2) #5 CONT. ON�T' /Ir 6 x 6 W1.4 x W1.4 METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESH MOISTURE BARRIER SHINGLE ROOF, SHINGLES TO BE IN ACCORDANCE w/ ASTM 1�1 % 1�-= I� 1 57' z 9 UT I I IE- D7158-CLASS G or H, or ASTM D3161-CLASS F, IN ACCORDANCE w/ TABLE R905.2.6.1, FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL ROOF SHEATHING - SEE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G ELEV. VARIES44 SEE TYP. WALL SECTION SCALE: 3/4"=V-0" L� � S3 -ALLIMINUM 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.-/ 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 Cl) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a- /-NOTE: EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE 00 z 6 MIL VAPOR:7 z BARRIER COMP. SOIL.. 7 (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONIT.-/ ON 3"CHAIRS TYP. V-4" (11 STORY) STD. 90 HOOK (SEE U.N.O. 4" 11'-8" (2 STORY) I DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4"= V-0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 4" O.H.D. RECESS PAVERS-\ Cl) IRM N.-m- SEE A/S3 OR J/S6 "LIF W FOR REINF. INFO. L 3" MIN. CLEARANCE 1'4" (11 STOR") / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1118" (2 STOR") GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 ADDITIONAL INFORMATION. 8"x8"x1 6" 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. A 74- 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) 1 Od 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"Ox3/16" PLATE WASHER (TYP.) ELEV. V-0" (ALT: 1/2"xl 2" TITEN HD @ 24" A. F. F. O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) 2". ELEV. 4-3 1/2" Z 3 1/2" MIN. A. F F�Vop U- CN 00 /I)-, A-- 7�F -P�IF �-TRUSS BOTTOM CHORD OR 2x4 #2 SPF H \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGT 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 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. . 1 (12) 10d NAILS U.N.O. ,/-"�N2x BLOCKING HORIZONTALLY@ INTERVALS 5/8" x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS OT EXCEEDING 10'-0" (R302.1 1) 2"'x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0" (R302.1 1) (ALT: 1/2"x12" TITEN HD @ 24" NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10'WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) IMPSON SP1 w/ (10) 1 Od NAILS "SIMILAR AT FOUNDATION ONLY" SIMPSON SP1 w/ (10) 1 Od NAILS IF NOTED, THIS REFERS TO THE F-S STEP, SIZE OF FOUNDATION AND 2x P T BOTTOM PLATE REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE /P x 6 *W*1.4 x W1.4 INCLUDE THE WALL WWF OR FIBERMESH ATTACHMENTS 21' WWF OR FIBERMESH /6 x 6 W1.4 x W1.4 3 1/2" MINI. 1/2"(mir A" A ;0 -TT 111/0111 All (2) #5 CONT. U.N.O. A A A TYPICAL BEARING WALL @ STEP w --- 9 M "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C I VC\ �s LOADBEARINGOR ",,,1-2x 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 10-4- (R302.1 1) 7/8" STUCCO FINISH PERASTMC.926APPLY3 SEE CC/S3 OR C14 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 BOLTINFO. 5/8"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) 10d NAILS @ EA. STUD -04 *SIMPSON SP1 (6) 1/4"x3 1/4" 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/ (110) 1 Od NAILS C14 2x P.T. PLATE FIBERMESH -1 WEEP SCREED INSTALLED '�#3 BAR TYP. ASSUMED FINISHED C� E PER MFR INSTRUCTIONS OR #4 REINFORCING BAR GRADE N #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi MONO OR STEMWALL-1 9 . . .. . .1% > Cl) FINISH GRADE 60 2 25' - MIN. LAP [30- MIN. LAP] [GRADE 60 MIN. FOOTING MONO SHO WN FOR CLARITY 2 00 6 MIL VAPOR BARRIER C? �1 #5 REINFORCING BAR R 17/8 C14 #5 LAP SPLICE NOTE: *FOR BEARING WALL 04 COMP. SOIL. (COMPACTED TO 11 1 1 f W/ UPLIFT ONLY 95% MODIFIED PROCTOR ASTM D1 557) L4 V-4 FRAME WALL TO C.M.0 WALL CONNECTION rD"� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 6 x 6 W1.4 x W1.4 3 1/2" WWF OR FIBERMESH min.) 4"--\ A GRADE 00 it L [-;RLEE E I I V �5'1� EBAR w/ OP T. I �10114R �1=11 WWI t, I El ri I 1=1 :NCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4"=V-0" � S3 EXPANSION JOINT T -IL� A 1 SEEA/S30RJ/S6--- -ILIF, ILI =1 FOR REINF. INFO. 13" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STCIRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. 3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS F-I I NI =�t C? Cl) 1/2"GYP. BD. P.T. 2x 2 HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT -60,4, -2X STUDS @ 24" O.C. U.N.O. INTERIOR 4.. -3 1/2' -A. GARAGE CONCRETE NAILS W 11/2" 1/2" GYPSUM WALLBOARD U.N.0, EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6 x 6 W1.4 x W1.4 4d WWF OR FIBERMESH C') E .1 A A-J I Cl) 6 MIL VAPOR BARRIER - - I - = - - 41' 41- INTERIOR WALL SLAB STEP NON-BRG SCALE: 314"=1'-0" K S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10) "' " v' 10d NAILS 2x P.T. PLATE SPACE ANCHOR =i BOLTS 6" MAXFROM\.6 AT LIJ END OF 2" x PLATE 0 LLJ A LLJ 1> LU U) P# (2) #5 CO NT.- I ON 3" CHAIRS 2x BLOCKING HORIZONTALLY@ INTERVALS NOT EXCEEDING 10'-0" (R302.1 1) 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#) 6 x 6 W1.4 x W1.4 cz� WWF OR FIBERMESH E J- I (TYP.) 0 1 �4 10" -'--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF' WALL w/ UPLIFT SCALE: N.T.S. SCALE: 3/4"=V-0" �3 EE 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 I AT 24"O.C. MAX. CONNECTION INFO I A . - 1 4 SEE PLAN FOR jk xx & LAYOUT DESIGN I TOP OF BEAM IV . . . . . . . . (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL A A A BEAM SIZE & Tu: 4 CONNECTION INFO Cl) T 7 2x4 P.T. PLATE 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 7/16' MIN 7/16" O.S.B. SHEATHING 8- O.S.13. (n z 0 ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 Uj SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL COLUMN LOCATION SEE PLAN FOR STRUCTURAL SLAB INFORMATION. Uj COLUMN SIZE AND BASE LU Uj CONNECTION INFO. SLAB STEP & RECESS (c) S.G.D. U) SCALE: 3/4"=1'-0" SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR 1A11 --rA m W1 I Aj r`-%j11q0 MASONRY WALL AND COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS r, E TO FOUNDATION PA z SQUARE CMU BLOCK BASE, MAT REINFORCING. U) 0 CONT. FOOTING STEEL LU SIZE VARIES PER PLAN co W/ MIN. (2) #5 VERTICALS 009 GRADE LU 2 r- - -i FILLED SOLID (SEE PLAN FOR LU Uj SIZE AND REINFORCEMENT) -1 E E5 Z D 5 LU LU LU 0 - 0 CL LU Uj N z LU Cn BRICK PAVERS or SLAB PER on COMMUNITY SPECS LL- v-U FIN. FLM. '--FOOTING BEYOND PAD REINFORCEMENT—/ 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL � �N SCALE: N.T.S. �3_ CD Ot >< Co C= U) C-4 V) C= 2 C, E A 1E, "woo WN C14 JE7 -j S To the best of the Eagineer'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. W V- E C) 8 0 1% (A C, u7 u- U _J Lu z ai W 0 W CD W- M Z co Cj . 0 C14 Z < n IL 04 - < 0 C) z 0 U) :,P� W 0 13 (D < V) 4-J 0 LU t/1 C2-- U3 U LL, CU U C2� < -0 r-- co W M z 0 z < U- 0. z g '0 21 E 0 Ka E �0 0 C:) C) 10 0 �� z z 0 C/) 0. z z (n Cn < 10 0 0 12 2 z W 0 1 < Mill CD C-0 0 .0 2 (6 LO LO < (D LO 0 =3 LO M LO Ir- < U) W N 0 4- 0*) N CO C:) C:) LO 00 .0 ILL .0 CD 0) E ca z E 0 C ca E 0 0 "a M 0) a: 0 -j < 0 -1 JOB NO: 22-12366 SCALE : AS NOTED_ SHEEr NO. S3 (MONO)