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C> I 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. 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) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) GARAGE ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 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 (1) ROW 2x BLOCKING @ MID (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. HGT. FOR WALL HGT. s 8'-6". 2 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 2x #2 SPF STUDS ( ) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS X SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT:1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-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. F. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" 0/C & •c SLAB & BLOCKETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" @ 6" MAX FROM END OF 2 x PLATE 5/8"x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS (2) #5 CONT. ON 3" fir" r 2"°x3116" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 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" OIL OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH >4:12 ° ° ,� x6W1.4xW1.4 6x6W1.4xW1.4 (2) LAYERS TYPE I OR TYPE II ° ° A.F.F. O.C.) 2 ATTACHMENTS 2 WWF OR FIBERMESH \ WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT 0° . a c ° ° 4 °31/2"MIN. 3112"MIN. I FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. e ° ° ° ° ° ° °° ° ` ° ° ° ° ° ° ° ° \4- ° ELEV. -0'-31/2" o REQUIREMENTS SEE R905. ° ° ° ° ° 2x4 CONT. ° ° ° A.F.F. O —R�- PRE ENGINEERED WOOD ° s 1/2"(min.}- 4" ° ) -4- TRUSS (min. - 4 TRUSS @ 24" O.C. U.N.O. _ _ ° I ° ° a ° ° ° ° ° `C" °° ;0 *** ° 4 �- 12 HURRICANE ANCHOR @ EACH T- — ° ° ° ° ° 31/2"(min. -4" TRUSS (SEE UPLIFT SCHED.) W/ 8 - - GARAGE DEPTH VARIES 31/2"(min.) - 4"= 1 VARIES ° —7 METAL PL. UNDER EA. TRUSS ° ° ° ° ° MOISTURE BARRIER ° g (2) #5 CONT. 4" 1'.4" 8° (2) #5 CONT. 4�� 8"- INSU ION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN. U.N.O. . 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2" HIGH ------"ALUMINUM DRIP STRENGTH CEILING EDGE ° BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ?del- s GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C �lwM 2x STUD @ \ MAN 03 SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \,/ J (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` FOR WALL HGT. s 8'-6". (2) ROWS 8"x8"X16" KNOCK-0UT NOTE: BLOCK N CONT. 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION 2x BLOCKING @ 3rd PTS FOR INSULATION PER 1"x P.T. STUD () @ SEE SECTION CIS3 FOR 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 PLAN SEE CC/S3 OR �; LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR „o e „ „ „ „o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8 x6 J BOLTS BOLT 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 NAILER 8" C.M.U. TYPICAL BOLT INFO. „ " PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT 24 " O.C. 24" O.C. VERT. OR @ (IF NO UP LIFT ON @ 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 TYPE "S" MORTAR (6) 1/4"x3 1/4" TAPCONS SPACE ANCHOR 3500#, MIN. TENSION 2600#) 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] � *SIMPSON SP1 SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = FIBERMESH w/ (10)10d NAILS �, WEEP SCREED INSTALLED BAR ¢ END OF 2" x PLATE WWF OR FIBERMESH r = 2x P.T. PLATE v ARCHITECTURAL NP c PER MFR INSTRUCTIONS FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR ° 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE ;� ° ° • z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a r ° ° (1) #5 VERT. IN FILL MONO OR STEMWALL i ; o FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] Cl) D r 4 1/2" GYPSUM WALLBOARD 2 g e CELLS (SEE FOOTING MONO SHOWN o = w ° U.N.O. `� D _ °O 6 MIL VAPOR BARRIER R ° ° °i? R 1 7/8 w _ _ FOUNDATION PLAN FOR CLARITY °. r „ rn _ FOR LOCATIONS) o p P ° 0 1=111=1 I M I 1=I 11=1 11=� — _ �_ z #5 REINFORCING BAR — 1x4 P.T. BASE NAILER " p ° I 1 —1 I I-1 I I —I I I-1 1 I —I 1 I= ? ° ' #5 LAP SPLICE (2) #5 CONT. - — 4 x4 INSPECTION � 1=III—III—III— 11-1 I=1 I � � - ^T 31/4" BASEBOARD PORT AT EACH NOTE: g ° ' 111E111-111=III=I I 1=III = ° ON 3"CHAIRS N ° 36" MIN. LAP [36" MIN. LAP] „-r *FOR BEARING WALL —i COMP. SOIL. (COMPACTED TO 8" 1'-4" 8" FILLED CELL TYPICAL I=1 I I=1 I I=II I=1 I I=1 I I i_ o (TYP-) W/ UPLIFT ONLY _ _ _ _ _ _ _ — 95 /o MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB C., AT GARAGE CONTRACTOR I 1=III=1 I=1 I I=1 I-1 1=III=III=1 I I=1 I I=1 I I=1 I I=1 1=III=1 I I=1 I D1557) — — MIN PSI MAY VARY PER TO CUT BLOCK OR POUR -� I I, ;III lI I I-1 I I=1 I=III-1 I I=III=1 I 1=I 11=III=1 I 1-111 iI I I -I � 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE —III-1 I I_-1 =„I I II II I II II I „I I I III III I I I_ I #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION ("D� TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG WlAXW1.4 WWF OR DECO FINISH 4" to 6" "_ r " „_ , "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" SLAB INFORMATION. SLAB INFORMATION. S3 M • ; I 6x6W1.4xW1.4 11/2"RECESS FOR IE 6x6W1.4xW1.4 co 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH 6 MIL VAPOR ° i min. 4" 10d NAILS TO TRUSS TOP CHORD FOR SEE ROOF SS LAN S.G.D. (U.N.O.) BARRIER c ; 1 < a a = AT 24" O.C. MAX. A D r = a v GRADE SEE PLAN FOR CONNECTION INFO COMP. SOIL. °O TOP OF BEAM &LAYOUT DESIGN (COMPACTED TO 95% -(1) #5 REBAR w/ OPT. -- ° n MODIFIED PROCTOR E NCLOSURE SEE ROOF PLAN c ° a e n Cj ASTM D1557) _ (2) HTS20 FOR STRUCTURAL r- z (2) #5 REBAR CONT. BEAM SIZE & Q 3" "MIN. CLR. 4 CONNECTION INFO o, � • .. � � • � Is ON 3" CHAIRS TYP. 1-4 (1 STORY) STD. 90 HOOK (SEE • U.N.O. 4" V-8" (2 STORY) DETAIL) MIN. I I — 2x4 P.T. I 2x4 #2 SYP P.T. FRAMING w/ PLATE SEE A/S3/J/S6 ins- MIN 7/16" O.S.B. SHEATHING 8" TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L O.S.B. z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 314"=1'-0" S3 w ¢ SCHEDULE OPTION #'1 SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x 1/2" GYP. BD. COLUMN �ocArloN w 6x6 P.T. #2 SYP � SLAB INFORMATION. „ HOLD GYP. BD. w 1/2" FROM SLAB W ABU66 SLAB STEP & RECESS S.G.D. rM OPT: DEPRESS SLAB 5Y2" 01-0" CONT. BEAD SEALANT "_ , DEEP AND 6" BEYOND • . ¢ SCALE: 3/4 -1-0 S3 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND `. INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE EXPANSION JOINT a.. „ SEE DETAIL 16/D1 FOR MASONRY WALL AND PAVERS /DRIVEWAY � •d. -31/2 w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL CONCRETE SLAB 14 O.H.D. RECESS = 13 O.H.D. RECESS E •� GARAGE ATTACHMENTS & 18/D1 0'C' PAD FOOTING PAVERS ? FOR COLUMN TO BEAM 8 MASONRY WALL EXTEND FILL c_ '- CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. ATTACHMENTS TRIM PER PLAN CELLS I I I... - . . 71/' W/ DRYWALL SCREWS 8-O.C. TO FOUNDATION PAD EMBEDMENT @ 12" O.C. @ MAT REINFORCING. ' ' ' � •' '.% '� ; . ••' .. ' '. � STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, i•� `� • ' _ C" _ •�:. `' •r PLATE TO CONCRETE „ ON FLOOR PLAN �.% : CONT. FOOTING STEEL r = SIZE VARIES PER PLAN r, ° :. ` `t (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS co z GRAD a ° a" ---- —j oQ 4" co TENSION 120#) CONCRETE SLAB € �•, FILLED SOLID (SEE PLAN FOR - t:. r •, ::'� T - c T WW OR FIBERMESH w -1 - � SIZE AND REINFORCEMENT) c� � =III M z W o—III—I =1—I 1 1=1 1 1=1 w ^ < ' BRICK PAVERS or SLAB PER o o i I I I I a Q— I I=1 I I=1 I I-, = z z _ _ COMMUNITY SPECS (0 _ � 6 MIL VAPOR 0'-0" FIN. FLR.A SEE A/S3 OR J/S6 SEE A/S3 OR J/S6 I 1 =III= ill=III I I =III= FOOTING c _ _ rr� �T BARRIER II 111—III—III—III—II III=III—III_ c, FOR REINF, INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE I ( I-1 I —III—III—III I I . ,111-1 I 1 BEYOND 1' " (1 STORY) / 1'$" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) TT ti PAD REINFORCEMENT 3" MIN. CLEARANCE ' ^ ' " „ " y••y :� .'•'• SEE FOUNDATION SEE SCHEDULE)FOOTING WIDTH 1 8 (2 STOR) 1-8 (2 ST RY) 4 4 ( �� i� . -�. ' CONC. PAD INFO. 'r SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. rK TAPERED 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" SCALE:314•= V-D ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. S3 SCALE: N.T.S. S3 \iiilill �l�/// I '0 '0' N�f ro d Kr� O �. �0 �4 F L%j .� \` EESS%OXk To the best of the Engineer's knowledge, information and belief, the structural pans and specifications contained within time drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering potions of the drawing pages bearing Engineer's signature and seal. E o � — c`Pi r+�j N N C-� Co LL LL S, V d) Le-*,.aa LL N w LL N y rLLq&a c� a a g 0 Z 0 vCL y1 MZ 2, 0, OC W Z IL � -4 ° i E rn < cc G 0 N O d' N C14 A5 P W U ❑❑❑❑ z J o' 8 M V) _ z 5 rL �U 0 U1 ,., V) ZD 85 CID M w LL i o o0 zM <F a 0 Q O E � r!� wo Z N �4 !o <om2 QR �Z Cn ` C ~� Z J�Z W g�z oLL 1111111' c0 Y a `d' zla c�i 3 M � rn IL 10 C:) •� ; M .-. C mco CO T � � O T J T lr E z E M r' a C W O E '0 .�.. IS cc C a v a JOB NO: 20-0564 SCALE : AS NOTED SHEET NO. S3 (MONO)