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I I I I I' I r I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUS M 5/8"HIGH STRENGTH S BOTTOM CHORD OR 2x4 BLOCKING w/ OR 1/2" HIGH I (U.N.O.) (OR %"GYP. TYPE "X" @ w/ (2)16d TOE NAILS @EACH END (U.N.O.) " (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/ HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"xl6" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 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/ 21.x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". rE SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". @ 3rd FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 wl (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE N 5/8 x 10 J BOLT (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3 6 x 6 W1.4 x W1.4 CHAIRS P. ) "' ELEV. 2"°x3/16",PLATE WASHER TYP.)/ (ALT: 1/2"xl 2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR PITCH >4:12 ° A.F.F. a x6W1.4xW1.4 @ 24 O.C.) 2 „ 6x6W1.4xW1.4 2 > ° FV (2) LAYERS TYPE I OR TYPE II ° ° °° ° °° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT ROOF PITCH 4:12 OR LESS. � o• I>'IQ �- o - 68- ° ° ° a �� z ° _FOR a ° ° °ELEV-0-31/2 ° ° ° ° ° ° a p A.F.F. 31/2"MIN. 31/2"MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° - ° ° ,°2x4 CONT. ° w= °°° 1/2"(mina 4" 1/2"(min.)- 4" TRUSS @ 24" O.C. U.N.O. ° ° a ° 4 ° ° ° ° c�.l ° .. � ,-r „r ° _ °.T 12 HURRICANE ANCHOR @ EACH - ° d ° ° a GARAGE DEPTH VARIES °VARIES-- 31/2"(min. - 4" 3 l/2"(min.) - 4.(TYP.) TRUSS (SEE UPLIFT SCHED.) W/ ° METAL PL. UNDER EA. TRUSS ° ° ° MOISTURE BARRIER TYPICAL INTERIOR BEARING °e (2) #5 CONT.R 4" ' 1'-4" 8'r (2) #5 CONT. INSU ION LE SHINGLE ROOF 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 U.N.O.7/16" TYPICAL BEARING WALL @STEP CNAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3ELEV. SN1 VARIES FOR ADDITIONAL SLABINFORMATION.5/8"OR 1/2" HIGH DRIPSTRENGTH vtv°�5ALUMINUM CEILING EDGE""BOARD PER CODE (OR 5/8"LUMINUM FASCIA 1/2 OR 7/16 OSB MIN. PLYWOOD SHEATHING �GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA2x NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. SCREWS /DR WALL EE SOFFIT SHEET LOADBEARINGOR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS.@ ROW2x BLOCKING@ MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8"C.M.U. @ 6"OIC (2) ROWS OF 2x BLOCKING @ 2x STUDS 18"x8"X16" G(1) / FOR WALL HGT. < 8'-6". (2) KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS PER CHART ON FLOOR PLAN SEE SECTION C/S3 FORULATION ROWS 2x BLOCKING @ 3rd PTS WALL HGT. > V-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATIONFOR PLAN SEE CC/S3 ORN LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2"GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANC'OR-t "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 SIMPSON SP1 w/SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR @ 2 x 6"EPDXY BOLT OR IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE TYPE "S" MORTAR WALL SEE GG/S3) (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR ZX P.T. PLATE 20" MIN. LAP 24" MIN. LAP [ ] #5 REINFORCING E BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 will (10)10d NAILS "' 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r ARCHITECTURAL TYP. ASSUMED FINISHED .� PER MANUF. #3 OR #4 REINFORCING BAR w , • 11 A FINISH 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE �, ° ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy=40ksi r ' ° o. 1 # VERT. IN FILL GYPSUM WALLBOARD () 5 MONO OR STEMWALL z ° = M o FINISH GRADE °O 25" MIN. LAP 30" MIN. LAP r a1/2" [ ] [GRADE 60 MIN. F - 60ks1 CL°LU W-F U.N.o. CELLS (SEE ° FOOTING MONO SHOWN o = D w - FOUNDATION PLAN FOR CLARITY D � _ _ o0 6 MIL VAPOR BARRIER ;. ° - R 1 7i8" fn FOR LOCATIONS) p D °I> I=i I =1 I I=1 I=III=1 I=i - - Z 04 #5 REINFORCING BAR _ 1x4 P.T. BASE NAILER p ° I i-I I 1=I I I=I I I=I I 1=I 11= z ' ' #5 LAP SPLICE (2) #5 CONT. - 4"x4" INSPECTION o° -1 I =i 1 E9 11=I I I=1 I I=I 1 NOTE: ° D D • e ON 3 GHAIRS " 31/4" BASEBOARD PORT AT EACH III -III -III= I 1=III= I li *FOR BEARING WALL g =III=) I=III=III=1 • COMP. SOIL. (COMPACTED TO ° 36" MIN. LAP [36"MIN. LAP] xx/x(TYP.) 8" 1'-4" 8" FILLED CELL TYPICAL i- Wit UPLIFT ONLY 95% MODIFIED PROCTOR ASTM 10" MIN, 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn=1 _ _ _ _ _ _ --- I I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=1 11-1 I I I=1 I I=1 =1 1=III=III=1 I 1=1 I =I I 1=I I 1=III=III-III= D1557) 4" 1 4° #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR MUNICIPALITY. "-i � �=III=III-=III, ;, I l l � l l l l l l„i � 1, �- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE � i �� i ,III=11 CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT K"G W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 S SLAB INFORMATION. SLAB INFORMATION. E 04 L • • I eo z CV)v- 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 =, ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3)SEE ROOF LAN S.G.D. (U.N.O.) Will OR FIBERMESH N 6 MIL VAPOR > - - Z min. 4" 10d NAILS TO TRUSS TOP CHORD FOR SS ch BARRIER 1 �, a ° , ' = •a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO4. ° . v COMP. SOIL, r o 00 _ ! TOP OF BEAM & LAYOUT DESIGN (COMPACTED TO 95% - (1) #5 REBAR wl OPT. SEE ROOF PLAN ° c < ' °. o a : ° ' MODIFIED PROCTOR ASTM D1557) _ ' S E�I ENCLOSURE FOR STRUCTURAL - 3" MIN. CLR. I BEAM SIZE & r a (2) #5 REBAR CONT. 4' PLATE PLATE. CONNECTION INFO c•� _ e • 8 ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 NOOK (SEE MIN. Ins• � I U.N.O. DETAIL) O.S.B. 2x4 #2 SYP P.T. FRAMING wl TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING SEE A/S3/J/S6 8" FOR REINF. INFO. SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 COLUMN LOCATION ¢ a SCHEDULE PSECTION 1/2 GYP. BD. SEE TYP. WALL OR ADDITIONAL P.T. 2x > J SLAB INFORMATION. HOLD GYP. BD. � "' SEE FLOOR PLAN FOR � �� 1/ CONTOM SLAB. BEAD SEALANT Cn w STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO, SLAB STEP &RECESS S.G.D.M OPT: DEPRESS SLAB 5Y "- SCALE. 3/4 1 011 "- - S3 DEEP AND 6" BEYOND a DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND ° INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT .. • d a 31/2„ SEE DETAIL 16/D1 FOR COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14� O.H.D. RECESS z 13" c O.H.D. RECESS E • GARAGE ATTACHMENTS & 18/D1 1.11 O.C. PAD FOOTING PAVERS CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL .. EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8-O.C. TO FOUNDATION PAD _ '. r ° • ' . • . ' ~ • • STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. N .:• :. ' r' ` ' ' ' : �' . '' �. ' '= PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M • , = •; •. • :. _ •� _ " . I ' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 ? 4 ° .. 4" I oQ i. oQ .. ' ' TENSION 120#) CONCRETE SLAB E M FILLED SOLID (SEE PLAN FOR _ __ _ _ _ 4 ° : �. .- .. .'.:. 4" .- °d 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT) w =III=III 0 .1 - d d. =1 I I=1 =1 =1 =1 '•: •, ::' _ '�• .. I '•: ' •.' :�' �' c WWF OR FIBERMESH '' Z w 1=1 I I=1 11=III=III=1 I w III -I I I • ; = d _ _! rl I I=i BRICK PAVERS or SLAB PER o w cUj -I -III z n w p o = -III-I ! •' • °• - -_ - z SEE A/s3 OR J/S6 SEE A/S3 OR J/S6 �' I iv ° M 6 MIL VAPOR = P - �, - == 1 1=1 I=1 1- I ~- -- Ti -III -I I I=1 1=1 1=1 11=1 r 0'-0" FIN. FLR. COMMUNITY SPECSLL _ - I I=1 =1 I I=1 I I=III=I I I 1 I 1 I 1=1 I E III I I E9 I I-1 I I=I 11=1 1 III -III -III= FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =III =I 1=1 I -I I- I I -I I I=1 I I- I I=III-1 11=1 11=1 I I 11 =I I I 1 I 1=1 BEYOND ''-i 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) -III III III III- i-,,,-,,, ,,, •'•a ...•. ••., =1 =i i -' '- PAD REINFORCEMENT 3"MIN. CLEARANCE 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" • •• y SEE FOUNDATION y :' •'.. (SEE SCHEDULE) FOOTING WIDTH • .� CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J•1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K TAPERED �� iii "�� COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:&a"=i'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Z Z Z A U) z c (3) 4--J Lli 0 e U W � In _ Mn U A tog tv Q L v d A 1 B D. N C a D C \ BD o �,. N f M t ,. -J W g � _ N $ LLJ Q. z �7 d . a y� N o JG` Wa N•. E 1. m 0 F ES To the best of the Engineer's knowle i ion, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Gth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O CD Z N 0Q)� 1 t>i Ln M O M Q L 'gyp Ln a cn •L d- N� LL fl. Cl 0C U p_ ' I Q CO C Z LL, W mi Za vJ J an. o U W Z W OC� viall Iaa J U g L Z LU o 0 C U =x < 9 ad 1_01 - - O W .4ar� k N U oL pi Z J ill Ln r1 W �z�Qa•• fVO Z Z Z N Z U uj SCALE : AS NOTED DATE : 3/15/2018 TECH: MJAMES VERSION N0. 4s0 SHEET NO. S3