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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. wl (2)12d TOE NAILS s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR /B GYP. TYPE X @ EACH END (WHEN PARALLEL) GARAGABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. ) CONNECTIONS. S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 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. 2x BLOCKING HORIZONTALLY@ (12)10d NAILS U.N.O. 2x #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16 O.S.B. @16" O.C. W/ (2) 10'-0" (R302.11) SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS 5/8"° x 10" "J" BOLT @ 24" O.C. w/ 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10-4' (R302.11) 2"°x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0' (R302.11) 16d TOENAILS T & B INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" FOR UNDERLAYMENT REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (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 PRE ENGINEERED WOOD APPLICABLE. 3/8" MORTAR BETWEEN 4" O.C. @BOUNDARIES, 6" O.C. @ 'SIMILAR AT FOUNDATION ONLY" TRUSS GI 24" O.C. U.N.O. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK EDGES, AND @ 12' O.C. @ FIELD SIMPSON SP1 w/ (10) 10d NAILS 2x P.T. PLATE _ - _ 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE IL HURRICANE ANCHOR @EACH @ 6 MAX FROM END OF 2 x PLATE _ ROOF FLASHING AND ROOF FLASHING TRUSS SEE UPLIFT SCHED. W/ 2 #5 CONT. ON 3" N _ 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND COMPONENTS TO BE IN ACCORDANCE ( ) () 6 x 6 W1.4 x W1.4 M ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE w/ R903.2, FLORIDA BUILDING CODE METAL PL. UNDER EA. TRUSS CHAIRS (TYP.) WWF OR FIBERMESHp 10 WEDGE ANCHOR q�q WWF OR FIBERMESH _ - O.C.0 R 5l8"x Zrr x F OR FIBERMESH 21' INCLUDE THE WALL 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER o ° A.F.F. O @ 24" O.C.) WWF ESH ATTACHMENTS 6 x 6 Wi 4 x W1 4 SHINGLE ROOF, SHINGLES TO _ e ,, _ _ _ ° I o - ELEV4-3 1/2 '`- � 31/2"MIN. �31/2 MI . BE IN ACCORDANCE w/ ASTM = _ I =I I t O — — — A.F.F. p � . D7158-CLASS G or H, or ASTM I —I I — ; —I II ° 2x4 CONT. �- — — 1 / '(min.)- 4 ° 1/2"(min.)-4" D3161-CLASS F, IN _ — — - ( ) „ �, I I I I I I I _ o ° 2" m " 12 ACCORDANCE w/ TABLE — — n R905,2.6.1 FLORIDA BUILDING —I I I I I F I f m Tr. y (TYP.) I S - I I I I I GARAGE DEPTH VARIES (1/21min.).- 4" • 31/2"(mtn.) - 4 - — 1 VAR E CODE 7TH EDITION (2020) 8„ ILI� I I I _ — — 71117 RESIDENTIAL - — — — ROOF SHEATHING -SEE (2) #5 CONT. (2) #5 CONT. �} 8" INSu ION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING U.N.O.41-� MIN. FRAMING SHEET FORC TYPICAL BEARING WALL @STEP CC SHEATHING AND FASTENERS WALL w/ OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL SCALE: 3/4"=1'-0" "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3l4"=1'-0" S3 ELEV. VARIES SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SS SS Q�3 5/8" OR 1/2" HIGH ALUMINUM DRIP cpN� STRENGTH CEILING EDGE cs t\�Os�c�P BOARD PER CODE (OR 5/8° ALUMINUM FASCIA Jv LO Q GYP. TYPE "X" @ GARAGE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e 00 2x SUB FASCIA oD W/A HABITABLE ROOM 12" N.O. NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE STRUCTURAL 2xS.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. �M SCREWS @ 7" O.C. SOFFIT SHEET SS SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C i 10 M�NUDJS CEILING & 8" O.C. WALLS 2x STUD INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ 8 x8 X16 KNOCK -OUT LOAD BEARING OR 8 C.M,U. 10-0 (R302.11) FORM SUBMITTED WITH PERMIT / INTERVALS NOT EXCEEDING INSULATION PER BLOCK W/ 1#5 CONT. � EXTERIOR WALL APPLICATION � CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ SEE SECTION C/S3 FOR PLAN #5 VERT. U FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 10'-0" (R302.11) LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. SEE CCIS3 OR N METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. K.0• BLOCK 10d NAILS 5/8"DIA, EXPANSION BOLT @24 " 1x2 P.T. HORIZONTAL g" C.M.U. TYPICAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" J NAILER 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. 2x P.T. PLATE O.C. W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF O UP LIFT ON @ 24" O.C. VERT. OR �i WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10) lOd NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 1/4"x31/4" TAPCONS 20" MIN. LAP [24" MIN. LAP BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N ^' () 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE #5 REINFORCING *SIMPSON SP1 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR < END OF 2" x PLATE WWF OR FIBERMESH Q ARCHITECTURAL w/ (10)10d NAILS 2x P.T. PLATE LU6. FINISH TYP. c PER MFR INSTRUCTIONS P a D36 °D 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED EA. #3 OR #4 REINFORCING BAR 0- - — — — - rgi + + GRADE N n D [GRADE 40 MIN. Fy= 40ksi] K a 410 z_ #3 & #4 LAP SPLICE rn m jjT r- FINISH GRADE GRADE 60 MIN. F = 60ksi _ _ _ D r 25" MIN. LAP [30" MIN. LAP] g 7�� — ° f� 1/2" GYPSUM WALLBOARD z Cl) — — ? . 0 w o Tr o U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL g _ _ — — = CELLS (SEE FOOTING MONO SHOWN O° N — — — °O 6 MIL VAPOR BARRIER ;. ° #5 REINFORCING BAR R 1 7/8 'TT r r FOUNDATION PLAN FOR CLARITY - - z $ FOR LOCATIONS) z ° #5 LAP SPLICE (2) #5 CONT.��— - 1x4 P.T. BASE NAILER - - • 4"x4"INSPECTION r 36" MIN. LAP [36"MIN. LAP] ON 3"CHAIRS „ NOTE: iv COMP. SOIL. (COMPACTED TO — ° (TYP.) 811 1-4 8 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL 95% MODIFIED PROCTOR ASTM i r. 10 J FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB _' D1557) — #6 REINFORCING BAR #5 STD. 90 HOOK W/ UPLIFT ONLY M AT GARAGE CONTRACTOR '; "I 4" 1' -4" #6 LAP SPLICE TYPICAL INTERIOR BEARING '' MIN PSI MAY VARY PER TO CUT BLOCK OR POUR �' "� REBAR DETAILS F WALL w/UPLIFT rG MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E W1.4XW1.4 WWF OR DECO FINISH 4" to 6" SCALE: 3/4774' SS SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SS SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL cn SLAB INFORMATION. SLAB INFORMATION. g OD 6 x 6 W1.4 X W1.4 FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN VARIES 1 1/2" RECESS FOR 6 x 6 OR X W1.4 () SEE ROOF PLAN S.G.D. (U.N.O.)q7WWF OR FIBERMESH c `n o co 31/2" WWF OR FIBERMESH 6 MIL VAPOR > I — z_ min.) 4" 10d NAILS TO TRUSSAT 24" O.C. MAX. FOR TRUSS = CONNECTION INFO • . t ° ° a = SEE PLAN FOR & LAYOUT DESIGN U BARRIER f �r 4 v GRADE N —I D iv = — _ — — — = a — — — TOP OF BEAM —e a - n r r"L i� COMP. SOIL. ° — — — ° _ m frr t t—T SEE ROOF PLAN � c r, c (COMPACTED TO 95% — _ - _ _ — — _ _ (1) #5 REBAR w/ OPT. — v — — — -r— — — _ — — _S E ENCLOSURE BEAM SIZEC& STRUCTURAL r N ;a IImILrrr� r�Ir�� d E a MODIFIED PROCTOR -rJ�r I I I __,Tr (2) HTS20 c -I II —f� „III- I. I CONNECTION INFO A. 7 ASTM D1557) o (2) #5 REBAR CONT. 3 MIN. CLR. 4° I W PJ w/— = ON 3"CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE MIN. 4 1'-8" (2 STORY) DETAIL e I 2x4 #2 SYP P.T. FRAMING v ) � 8 7It8TEMIN 7/16" SEE A/S3/J/S6 '� �^T�T�T rrr _ $" U.N.O. L O.S.B. zz ATTACHED PER NALING SHEATHING OPTION #1 TYPICAL THICKENED SLAB EDGE FOR REINF. INFO. TYPICAL WALL SECTION A SCHEDULE LZ SCALE:3/4"=V-0" w ~ SCALE: 3/4" =1'-0" SS SEE TYP. WALL SECTION FOR ADDITIONAL S3 COLUMN LOCATION a SEE PLAN FOR STRUCTURAL SLAB INFORMATION. P.T. 2x 1/2 GYP. BD. > w COLUMN SIZE AND BASE HOLD GYP. BD. o w CONNECTION INFO. SLAB STEP & RECESS S.G.D. rM = 1/2" FROM SLAB `�' SCALE: 3/4"=1'-0" S3 „ 0 CONT. BEAD SEALANT OPT: DEPRESS SLAB 5 Y"� � DEEP AND 6" BEYOND BLOCK WALL BEYOND � :. � .� a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS MASONRY WALL AND DOOR TO RECEIVE BLOCK WALL BEYOND EXPANSION JOINT °. ° 31/2" COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING PAVERS / DRIVEWAY ^ 13" _ •� GARAGE ATTACHMENTS & 18/D1 RECESS E ° BEAM N 8" MASONRY WALL BO.H.D.TO PLAN LA 14 O.H COLUMN PER :$ RITES FOR C TRIM CONCRETE _ � �• PAVERS O.H.D. RECESS z N 1/2" GYPSUM WALLBOARD U.N.O. EXTEND FILL CELLS vg CONCRETE NAILS W 1 1/2 ATTACHMENTS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TO FOUNDATION PAD � �. INSULATION PER CHART z SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. `�' ' N r--.. STAGGERED, FROM BOTTOM cn p W.. ; ON FLOOR PLAN w F SIZE VARIES PER PLAN Cl) = I I— _ MINPLAT SHEAR 180# MIN. _ wE TO CONCRETE </ MIN 2 #5 VERTICALS GRAD c -� i _ i CONT. BEAD SEALANT - ¢ J FILLED SOLID (SEE PLAN FOR fi I III—I1 = ( > �— _ •y — - TENSION 120# CONCRETE SLAB v w w c SIZE AND REINFORCEMENT) c7 • ao �.. .. :.• :. 4" oo 1!1 .' ;: 4 11 O0 6 x 6 W1.4 x W1.4 o w z � w v o WWF OR FIBERMESH � fn f o- a w w z CV)o I� :y °Q _ — — _ ° BRICK PAVERS or SLAB PER O o _ • • • • z ¢� Ii ^ N — _ r- ° 0'-0" FIN. FLR. COMMUNITY SPECS w `n FOOTING _ U 6 MIL VAPOR T TiT--jj j TiT TTj SEE A/S3 OR J/S6 -IL —III IJ= ND N SEE A/S3 OR J/S6 I I I"—" ' I I , BARRIER _ I — I� j�j�T BEYOND FOR REINF. INFO. 3 MIN. CLEARANCE �— r[t ti •. , PAD REINFORCEMENT 3"MIN. CLEARANCE o INFO. 3 MIN. CLEARAN CE LIB III — FOR REINF. I � .: • -'• SEE SCHEDULE °O 1' " (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) •. ! SEE FOUNDATION ( FOOTING WIDTH �' 1' 8" (2 STOR) 1'-8" (2 ST RY) 4" 4" •' ' � :• ,�. coNc. PAD INFO. v SEE SCHEDULE c INTERIOR WALL SLAB STEP NON-13 K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N GARAGE DOOR SLAB RECESS ri� GARAGE DOOR SLAB RECESS SCALE: 3l4"=V-0" SS S3 SCALE: 314"•r-0• SCALE: N.T.S. SEE TYP. WALL SECTION FOR SCALE: N.T.S. SS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 '9 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. <R 00 N Y � o O �W � J R C 3= m d J 4 Co N r0 �a Q o a H the structural plans and specification contained within these drawings comply with the 2020 Florida Building Code - Residenlial 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Fnaineer's sianature and seal. 0 E Lo c 5 6 ti r 0 a M v w LL LL 2 w n. � Z _ 13 JLLLL -v m c w a �� 7 � N � o Win�OT n w Z V) MZ d J I Z N O U � U W 0❑ C O C in > CO LO Q LO CL co 0 W � QI O 00 .� M Q z M E a U a z z W J '� C)ca O r r s � N ca ' ^ C '+ r CD CV co o C:) 0 (V O') LO r_ T. (D 00 M 00 z C)y U :i JOB NO: 22-09413 SCALE : AS NOTED SHEET NO. (MONO)