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-IVAF- —T,/)- 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 V GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR 5/" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (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. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. ROWS 2x BLOCKING @ 3rd FITS ____.._ -- _. - SHEATHING REQ'D. FOR ALL 11 ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING no MID HGT. FOR E FOR WALL HGT. > 81-6". EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd FITS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z __ ________ _ SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4 O.C. @ BOUNDARIES, 6 O.C. @ @ 24 O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" 1 APCONS @ 24" 0/C & c SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)1Old NAILS @ 6" MAX FROM END OF 2 x PLATE E -- 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" C' — "° STEP, SIZE OF FOUNDATION AND A2 x3/16 PLATE WASHER (TYP.) 6 x 6 W1.4 x W1.4 (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `' `' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 t+ a A.F.F. O.C.) 24 x ATTACHMENTS 2" (2) LAYERS TYPE I OR TYPE II a -- - - ° " 11 WWF OR FIBERMESH " WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - ° ° 31/2 MIN. 31/2 MIN. 1 FOR ROOF PITCH 4:12 OR LESS. D — ° ° ° ' ° • ° 4 a ELEV. 4-3 1/2" Z FOR UNDERLAYMENT — 4 ° REQUIREMENTS SEE R905. a ° ° a ° ° 4 2x4 CONT. a ° A.F.F. $ e e PRE ENGINEERED WOOD - , I • ° a ° , a eT 1/2"(min.)- 4" a — 1/2"(min.)- 4" °o n e J� t, e TRUSS @ 24" O.C. U.N.O. 12 _ _• n I I ° 9' ° a N o0 R -,- a — ,_ 31/2"(min. - 4" —]� 60 a �_ — 3112"(min.) - 4" HURRICANE ANCHOR @ EACH (TYP) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8„ — I *rv Q GARAGE DEPTH VARIES ° — _ 1 P U" METAL PL. UNDER EA. TRUSSM ° ° • g ° — MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1'�" 8" (2) #5 CONT. 4" iTf ,4 81 U.N.O. INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP KOCC NAILING SCHEDULE ON SHT. „_ , „ SEE TYP. WALL SECTION SCALE: 3/4 -1-0 SCALE: 3J4 -1 0 " S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 S3 ELEV. VARIES FOR ADDITIONALILLLL� SLAB INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP 50 STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N•0. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B Eem S�GJw\,'( pG5• ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" 0/C \ M�N�MAo S SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY \�/ 1c"� (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT. s 8'-6". (2) ROWS EXTERIOR WALL NOTE: 8"x8"X16" KNOCK -OUT APPLICATION 2x BLOCKING @ 3rd FITS FOR INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2"PLAN SEE CC/S3 OR �; LAYERS W/ TOTAL THICKNESS 7/8" OVER SIDE GYP. WB (MIN.) .GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 wl SIDE IF APPLICABLE. " 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3116" (10)10d NAILS 3RD LAYER 1/8' THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT 24 " O.C. NAILER C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL @ (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7°EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) „ " 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 3500#, MIN. TENSION 2600# TYPES MORTAR ) (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR ) E *SIMPSON SP1 SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = W/ (10)10d NAILS iv FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL TYP. �- 2x P.T. PLATE PER MFR INSTRUCTIONS P. e o FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 1 x2 PT WD FURRING @ 24" O.C. ' ' GRADE `,�, k-= ° ' ° a C ' z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi — — 4 T FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a p . • — — r (1) #5 VERT. IN FILL MONO OR STEMWALL z M > 25" MIN. LAP [30" MIN. LAP] 1/2" GYPSUM WALLBOARD ° CELLS (SEE FOOTING MONO SHOWN o = LIJ w �— — ° — ° D D to a -1 R 1 7/8" U) Tr U.N.O. ° _ _ _ 6 MIL VAPOR BARRIER FOUNDATION PLAN FOR CLARITY _ e. • • r — T _ _ #5 REINFORCING BAR FOR LOCATIONS) p p o ° o I= I=1 I=1 I=1 1 1= I. � �„ z — - 1 x4 P.T. BASE NAILER ° I = = —III--L I I = ? ° �- #5 LAP SPLICE (2) #5 CONT.—,T ,� 4"x4" INSPECTION T NOTE: n p D =1 ; ON 3" CHAIRS PORT AT EACH g III=1 =1 —I I— I —I 1= 36- MIN. LAP [36" MIN. LAP] g�� 1'-4" $„ 31/4" BASEBOARD FOR BEARING WALL COMP. SOIL. (COMPACTED TO — (TYP.) FILLED CELL TYPICAL _ _ _ _ _ — __ — _=i 95% MODIFIED PROCTOR ASTM — — 10" W/ UPLIFT ONLY _ r- MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=1 I I=I I I=III=III=III==III==III=III=1 I=1 1=III= I =III= I= I D1557) — MIN PSI MAY VARY PER cn -� I -III— I=III—III—i I=1 i=1 I=I I= I=__ I= I=III=III= 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE fill II II II �_�. I I-1 1-III— #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB WFOR X6 n- DECO FINISH FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT G W1.4XW1.4 WWF OR = DECO FINISH 4" to 6" ��_ �_ �� "- � �� „_ ,_ „ _FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3J4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SCALE: N.T.S. S3 SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. E � L e eP 0 Z _ I 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR ► z min. 4"---, 1 4 BARRIER u .I ° ° " ° GRADE COMP. SOIL. a ;0 — (COMPACTED TO 95% (1) #5 REBAR w/ OPT. MODIFIED PROCTOR SCr E ENCLOSURE ASTM D1557) - (2) #5 REBAR CONT._/3" MIN. CLR. I 4 (1 STORY) STD 90 NOOK (SEE ' '-4" ON 3 CHAIRS TYP. 4" 1 V-8" (2 STORY) DETAIL) MIN. U.N.O. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS 4t i • w 4. • f. 4" °P :'. SEE A/S3 OR J/S6ITT FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOW ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOW,) GARAGE DOOR SLAB RECESS rjT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT _ 13' � O.H.D. RECESS N C7 ,•.: .: M � . • • • Zr 7.:. '; 4„ °Q SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEALAN • a •' INTERIOR a.. '4. -31 „ CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 •E — M 6 MIL VAPOR —_ BARRIER 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 SEE PLAN r FRAME -DOWN FALSE BEAM w/ (3) — I WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " CONNECTION INFO SEE PLAN FOR " " & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN (2) HTS20 FOR STRUCTURAL r BEAM SIZE & CONNECTION INFO I i 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE � a j w 6x6 P.T. #2 SYP J W LU UJI ABU66 Cn 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 €��, SIZE AND REINFORCEMENT) WWF OR FIBERMESH BRICK PAVERS or SLAB PER COMMUNITY SPECS 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" ��S3 0 -0 FIN. FLR.Q% IRV ••'� �, • S E F UNOATION •�. CONC. PAD INFO. TAPERED COLUMN FRAMING CD12 SCALE: 314' • 1'-0' SEE A/S3/J/S6 I L 8" I FOR REINF. INFO. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS a S.G.D. rm_,� SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -� EXTEND FILL CELLS c� TO FOUNDATION PAD E !6 CONT. FOOTING STEEL MAT REINFORCING. ' 00 - GRADE — _ a ° alll ;III=III ° ,. I=III J =111=l' Z Uj o I=1 11=1 —I 11=1 —I 1=1 W o� IIIIIIiIII a a4 I—II—III_III_— M_z z "' on 15 I I =1 1—I I—= w III III__ —III —III —III —III- III- - III — III__ FOOTING Ell I 1 i 1 l 1� i l l l: � _l_I_I; ,I_i -I I I -III— ' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL KN"� SCALE: N.T.S. S3 -77 SF - COP To the best of the Engineers knowledge, Information and belief• the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. q� N0 ♦, N(14 Co Le # a di LL M CN a W rn ul 0 JLLLL Z �appj _g� 2 o 0 m11 J Warn ¢ o IL 00 &, 0 N rM Z O 00000 W z z a �N z �4-J LL LL, U � O U U Q Of c � � S■ M C w M EE oLLZo E go Zo N ~ go <Q kaJ C Y m0 = z U)J a i W � z- O01 Lo L G1 N 0 CO F ^C^'' M W ca 2 Cfl cLO O E 04 C d Z = E Q d w 5 a o .. v $ a o JOB NO: 20-6578 SCALE : AS NOTED SHEET NO. S3