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C-4 -9 C ?4 I E (D E 0 E —0 LZ rL _T/17 5/8"OR 1/2" HIGH STRENGTH \-TRUSS BOTTOM CHORD OR 2x4 #2 SPF 'T T R 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF E N G T� (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. wl (2) 12d TOE NAILS E 'X'i B L, (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2) 12d TOE NAILS Y P E X' GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) Roo E A GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) B L E RO 0 M ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S E ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. CONNECTIONS. C 0 8"4"x16" NOMINAL BLOCK WITH TOP PLATE JA S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ TOP PLATE 2x BLOCKING HORIZONTALLY@ 2 (12) 1 Od NAILS Ox 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 #2 SPF STUDS INTERVALS NOT EXCEEDING 1/2" CDX PLYWOOD OR 7/16" O.S.B. 1 6" O.S.B. (12) 10d NAILS U.N.O. FOR UNDERLAYMENT @ 16" 0. C. W/ (2) 104" (R302.1 1) 16d TOENAILS T & B �LL SHEATHING REQ'D. FOR ALL 2x BLOCKING HORIZONTALLY@ INTERVALS EXTERIOR OR SHEAR WALLS AS NOT EXCEEDING 10'-0" (R302.1 1) 4 w/ 5/8" x 10" "J" BOLT @ 24" O.C. w/ ,-2x BLOCKING HORIZONTALLY@ INTERVALS 2 0 C1 2"x3/16" PLATE WASHER (TYP.) NOT EXCEEDING 10'-0- (R302.1 1) REQUIREMENTS SEE R905.1.1 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF INDICATED ON THE PLAN. ATTACH (ALT: 1/2"x12" TITEN HD @ 24" PRE ENGINEERED WOOD APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND 12" O.C. @ FIELD O.C. OR 5/8"x10'WEDGE ANCHOR @ 24" O.C.) INSULATION PER CHART ON FLOOR PLAN TRUSS @ 24" O.C. U.N.O. 2x P.T. PLATE 1/4" DIA X 3 1/4" TAPCONS @ 24" O/C & SLAB & BLOCK @ "SIMILAR AT FOUNDATION ONLY" HURRICANE ANCHOR @ EACH ROOF FLASHING AND ROOF FLASHING TRUSS (SEE UPLIFT SCHED.) W/ COMPONENTS TO BE IN ACCORDANCE @ 6" M�� FROM END OF 2 x PLATE N-3- (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 ---- ----- 5/8" x 10" "J" BOLT @ 24" 0 C W/ IMPSON SP1 w/ (10) 10d NAILS 2"ox3/16" PLATE WASHER (TYP.) IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS STEP, SIZE OF FOUNDATION AND ]/2' METAL PL. UNDER EA. TRUSS w/ R903.2, FLORIDA BUILDING CODE CHAIRS (TYP.) WWF OR FIBERMESH ELEV. 0'-0" (ALT: 1/2"xl 2" TITEN H D @ 24" x P.T. BOTTOM PLATE Fv REINFORCEMENT AND WILL NOT x P.T. BOTTOM PLATE 7TH EDITION (2020) RESIDENTIAL MOISTURE BARRIER A.F.F.'�F O.C. OR 5/8"x10'WEDGE ANCHOR x 6 W1.4 x W1.4 2-1 INCLUDE THE WALL zl� 6 x 6 W1.4 x W1.4 j�j A - SHINGLE ROOF, SHINGLES TO v 'f 0 @ 24" O.C.) WWF OR FIBERMESH ATTACHMENTS 2" WWF OR FIBERMESH BE IN ACCORDANCE w/ ASTM 9 F W11 4 ' K 4 ELEV. 4-3 1/2" 3 1/2" MI N. 3 1/2" MIN. , D7158-CLASS G or H, or ASTM D3161 -CLASS F, IN 71 V-1 III-,, 410711 4 4 0 4 4 4 A.F.F. 2x4 CONT7—/ LL I ��A- 12 ACCORDANCE TABLE 4 4 < 11 1/ "(min.)- 4" V =i_�. 1/2"(min.)- 4" w/ C14 4 Is oo 2E ;0 TYP.) V R905.2.6.1, FLORIDA BUILDING 2TY P 7.) IRIES CODE 7TH EDITION (2020) 4 4 4 GARAGE DEPTH VARIES 3 1/2"(min.). 3 1/2"(min.). - 4" i-C ry RESIDENTIAL 81f 4 -_;, ROOF SHEATHING - SEE INSULATION LE SCHEDULE - [RSH] - ON TYPICAL INTERIOR BEARING (2) #5 CONT. 4" V-4" 81' (2) #5 CONT. 4" 'A 8"_ FRAMING SHEET FOR SHEATHING AND FASTENERS WALL w/ OUT UPLIFT rG G GARAGE SLAB AT STEP rB U.N.O. MIN. TYPICAL BEARING WALL 0 STEP (a) SHEARWALL C� U.N.O. MIN. TYPICAL BEARING WALL @ STEP ES2WWW_ 23-1 ELEV. VARIESAlf\ SEE TYP. WALL SECTION SCALE: 3/4"=V-0" �3 SCALE: 3/4"=V-0" "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" ALUMINUM FASCIA r ,0\ GYP. TYPE "X" @ GARAGE �2- " W/A HABITABLE ROOM 1 N. 0. 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Ir ABOVE) W/DRYWALL EE STRUCTURAL NAILED W/ 8d COMMON NAILS @ 4" O/C SCREWS @ 7" O.C. OFFIT SHEET SS S 2xS.P.F.STU S 16"O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 00 CEILING & 8" O.C. WALLS 2x STUD LOADBEARINGOR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C INSULATION PER FBC AND ENERGY 2x BLOCKING HORIZONTALLY@ 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT INTERVALS NOT EXCEEDING NOTE: CHART ON FLOOR FILLED SOLID W/GROUT 1"x P.T. STUD 2x BLOCKING HORIZONTALLY@ APPLICATION 10-4- (R302.1 1) SEE SECTION C/S3 FOR PLAN #5 VERT IN FILLED CELL INTERVALS NOT EXCEEDING 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 10--0" (R302.1 1) ADDITIONAL INFORMATION 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL SEE CC/S3 OR 04 G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER "J" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 1/2" GYP. WB (MIN.) @ GARAGE SIMPSON SP1 w/ (10) SIDE IF APPLICABLE. BOLTINFO. 5/81-411 "J" BOLTS BOLT 5/8-10 x 10" BOLT @ 24" O/C W/ 2"X 3/16" 3RD LAYER 1/8" THICK. @ K.O. BLOCK 10d NAILS STD. 90-HOOK (SEE DETAIL) TYPE 'IS" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA * EXPANSION BOLT @24 2x P.T. PLATE 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 O.C. W/ 7" EMBEDMENT (MIN. SHEAR (6) 1/4"x3 1/4" TAPCONS *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE x 20" MIN. LAP [24' MIN. LAP) x #5 REINFORCING 3500#, MIN. TENSION 2600#) SPACE ANCHOR ARCHITECTURAL SPACED EVENLY w/ (10) 1 Od NAILS 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED X _j BAR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 END OF 2" x PLATE WWF OR FIBERMESH ..,,--------FINISH 1 x2 FIT WD FURRING @ 24" O.C.--/ TYP. ASSUMED FINISHED ----------- GRADE -1 6 PER MFR INSTRUCTIONS E C111 X ""-#3 OR #4 REINFORCING BAR W 0 :y= 40 x ::I IS )< CL #3 & #4 LAP SPLICE t , , :�:,, 11 - , p A 1/2" GYPSUM WALLBOARD ----'I U.N.O. (1) #5 VERT. IN FILL MONO OR STEMWALL FINISH GRADE Cn - 6 V) 26' MIN. LAP [30- MIN. LAP] r Is I M; 9 CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN 00 FOR CLARITY "M''Efiff'"F I I Pitl 6 MIL VAPOR, ;0 x UJI 27 77 � - 1 11 W U) #5 REINFORCING BAR R 17/8" t> 1x4 P.T. BASE NAILER 4"x4" INSPECTION Z :7-111 1 Fi NOTE: #5 LAP SPLICE (2) #5 CONT.- Ji- PORTAT 3 1/4" BASEBOARD EACH TOR BEARING WALL Llrf�i rf,7. Lir.-I COMP. SOIL. (COMPACTED TO 36" MIN. LAP (36" MIN. LAP] ON 3" CHAIRS (TYP.) 8.. V-4" 8-1 FILLED CELL TYPICAL W/ UPLIFT ONLY T 95% MODIFIED PROCTOR ASTM 7% 10" MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER W TO CUT BLOCK OR POUR I 1��l I F�i I F F, I ---- --- El I :Z� I IEEI I 1=1 I [Ell 1_1 � I 1 11 1, 1 1=_1 I F, 1 D1557) -1 4-1 1-4, ..... .... .... ...... _�--#6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE MUNICIPALITY. CURB DUE TO SLOPE __1 III Jill 1111111 TYPICAL INTERIOR BEARING CONCRETE SLAB W/ 6X6 NOTE:EXTEND OR FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL w/ UPLIFT rG W1.4XW1.4 WWF "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-10" �, �3 SCALE: N.T.S. SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. 2E A 1, 002 6 x 6 W1.4 x W1.4 SEE PLAN VARIE 11/2" RECESS FOR 6 x 6 W1.4 x W1.4 Cn 00 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL min.) 4"---, 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER 4 A 4 !6 GRADE x SEE PLAN FOR, AT 24" O.C. MAX, CONNECTION INFO M= COMP. SOIL. _n 00 r & LAYOUT DESIGN TOP OF B M "i EA (COMPACTED TO 95% 77L��l -11 r-=71 I E. k 1) ffJ r-%F-DM A MODIFIED PROCTOR S E NCLOSURE (2) HTS20 FOR STRUCTURAL ASTM D1557) BEAM SIZE & 3" MIN. CLR. CONNECTION INFO A .4 (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 11'4' (1 STORY) STD, 90 HOOK (SEE U.N.O. 4" V-8" (2 STORY) DETAIL) 41 MIN. f;7I 2x4 #2 SYP P.T. FRAMING w/ rL MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 81- TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE z ATTACHED PER NAILING FOR REINF. INFO. 0 OPTION #1 I SCALE: 3/4" �3 SCALE: 3/4 "= 1 �3 SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL 1/2" GYP. BD. P.T. 2x COLUMN LOCATION SEE PLAN FOR STRUCTURAL * _j SLAB INFORMATION. HOLD GYP. BD. COLUMN SIZE AND BASE �M 1/2" FROM SLAB CONNECTION INFO. SLAB STEP & RECESS S.G.D. -011 CONT. BEAD SEALANT CAI SCALE: 3/4"=V-0" OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - --i— DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY - _i__ - EXPANSION JOINT BLOCK WALL BEYOND .1901 < A INTERIOR 2X STUDS @ 24" O.C. U.N.O. 4 : SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS COLUMN TO PORCH SILL AT 8"O.C. AND MASONRY WALL AND PAD FOOTING CONCRETE SLAB 14 O.H.D. RECESS 13" O.H.D. RE CESS A A" GARAGE ATTACHMENTS & 18/D1 PAVERS� It -9!�t I �i I 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL 2 Cl) CONCRETE NAILS W 11/2 W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS EMBEDMENT @ 12" 0,C. TO FOUNDATION PAD - STEEL-\ 4 PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN 1= rITT" 0? 0? (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ;0 Z 2 YM 7 7 �1 4 U e x W1.4 x W1.4 Q SIZE AND REINFORCEMENT) 0 =115 11 1 -J I ib WWF OR FIBERMESH BRIC K PAVERS SLAB PER I I I I F9 I -=_1 I LU La 0 LU CO z or 0 =Fl COMMUNITY SPECS U 4 SEE AIS3 OR J/S6 r SEE A/S3 OR J/S6 FF` 17 gi 6 MILI FOO111- FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER I 1 -11 = T BEYOND T-, PAD REINFORCEMEN 1'�" (1 STORY) V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'4" (1 STC RY) MIN. CLEARANCE (SEE SCHEDULE) 1'[8" (2 STO V-8" (2 STqRY) 4" 4" SEE FOUNDATION CONC. PAD INFO. ]3" FOOTING WIDTH 0 SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK_� TAPERED COLUMN FRAMING rCD12� PATIO COLUMN FTG. DETAIL rN"� SEE TYP. WALL SECTION FOR SCALE: N.T.S. � �3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. �3 SCALE: 3/4"=V-0" �3 SCALE: 314- V-0" SCALE: N.T.S. 1\ �3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 11 �JL C14 4=> C14 C=) rq '750 11�0 T AT E 0 r C) .0, * ........ 0 N,,N\, To the best of the Engineers knowledge, Information and bellef, 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 beill Engineer's sfgnature and see]. in W 0 0 U_ z 0 m 5 W z 00 0 Lr) z L 0 z W W 0_j 00 0 (D .2 4-J c/3 u-j U 0 Ul Lu I- u) U L=u u .4 N Ca ce> __j E 8 z E C1 E go Qu n o _0 U.) C: C: z _r C0 W N. C:) U) _j T ca 0 LO > co Q) C:) C 0 (0 Cn W Lo L0 LO 4i 00 co E M z z 0 a. U JOB NO: 21-4274 SCALE : AS NOTED SHEET NO. S3 (MONO)