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x m rn C N ,2 0 LO LO 0 I 0 m x 00 00 J L0 Ln 0 t N / 3 N v E 0 x 0 JN N U 0 U i Z A) cl- cl- z N I Y i 00 U -0 LZ 7/)_ _IVIF -IV)- 7PF_ 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 a „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS .) (OR / GYP. TYPE X„ @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM 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/ TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" 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/ 2"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. @16" O.C. W( (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 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 APPLICABLE. 1 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 O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS "J" AT FOUNDATION IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" BOLT @ 24" O.C. W/ (1) LAYER TYPE II #30 ( ) (2) #5 CONT. ON 3" CHAIRS TYP. 6 x 6 W1.4 x (TYP.) M A Cl)„ 2"°x3/16" PLATE WASHER (TYP.) (ALT:1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATION AND REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH ER I ELEV. 0-0 OIL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 c a (2) LAYERS TYPE I OR TYPE II A.F.F. ° ° ° ° ` O.C.) 2" WWF OR FIBERMESH ATTACHMENTS 2" \ WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. a =I I I -I I q _ - = I I= I=I to . ° ° I %�I-- I 1=TI (� P • (� -I I I E ° ° ° a ° ° a ° a z ° a ° ° ° ° ° a ELEV.4-3 1/2" - 4 ° A.F ° 31/2' MIN. 31/2"MIN. I SEE R905. PRE ENGINEERED WOOD TRUSS 24° O.C. U.N.O. -I II I III-� - I - - 1- - r �TI,�I =1 -I - - I1= I - I --I I ��I �� a ° 2x4 CONT. ° `_` ° ° ° g ° a o ° ° c� _REQUIREMENTS - _ ° - - - 1/2"(min.)- 4" p a • . - - I I TfT, r � -r a • T _ ° -_ - T(�(j 1/2"(min.)- 4 u a - - „ • o 12 HURRI ANE ANCHOR EACH @ (TYP.) TRUSS (SEE UPLIFT SCHED. W/ ) -I I (I T - I � I _ I ° ° ° ° a I I° ° a ° a GARAGE DEPTH VARIES 31/2"(min. - 4" �_ _ -� III- -�_ _ 31/2"(min.) - 4" =(TI= I I - in - - - I - T� VARIES METAL PL. UNDER EA. TRUSS 8" ° ° ° ° ° 14 MOISTURE BARRIER (2) #5 CONT. 4" 1'-4" 8" (2) #5 CONT. '' rr►' `-" TTTg TYPICAL INTERIOR BEARING MIN. 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.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc_�)iTYPICAL BEARING WALL @ STEPrc NAILING 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" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - HIGH ALUMINUM DRIP cpN��N�pU��y EN TH STRENGTH STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE X' @ GARAGE ALUMINUM FASCIA \12'•N.O• 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 2x SUB FASCIA NAILED W/ 8d COMMON NAILS 4" 0/C @ ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS @ 16" O/C SCREWS 7 O.C. �° CEILING & 8" O.C. WALLS SHEET 2x STUD LOAD BEARING OR INSULATION PER FBC AND ENERGY \ No' co j�NUp (1) ROW 2x BLOCKING @MID HGT. 8"x8"X16" KNOCK -OUT N KNOCK-OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / ` FOR WALL HGT. s 8'-6". (2) ROWS NOTE: 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK W/ CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL SEE CC/S3 OR N 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER „o „ „ „ „o METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. x 10 J BOLT @ 24 O/C W/ 2 X 3/16 CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILS NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. PLATE K.O. BLOCK (10)10d 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) (6)1/4"x31/4" TAPCONS "SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 i; w/ (10)10d NAILS �, 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED Q BAR I- w END OF 2 x PLATE FWWF OR FIBERMESH r cq 1x2 PT WD FURRING 24" O.C. @ ARCHITECTURAL FINISH TYP. ASSUMED FINISHED ' ' GRADE - c PER MFR INSTRUCTIONS ° z w #3 OR #4 REINFORCING BAR U GRADE 40 MIN. F740kSi #3 & #4 LAP SPLICEco n . ° a _ =1TI=1T( m 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS(SEE MONO OR STEMWALL z ° FOOTING MONO SHOWN T ° �, - - - ° p FINISH GRADE O° M - 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fg w_ . I II I=1 I f= • TI fITITj U.N.O. FOUNDATION PLAN LOCATIONS) FOR CLARITY ° _ °° I- -� ao -' 6 MIL VAPOR BARRIER I� o ° I �[ �=Nffm,� I I- ° M W_ - LU R 1 7/8" "' #5 REINFORCING BARFOR _ 1x4 P.T. BASE NAILER p p P ° o _ ° III=III= = =III -III- z z ' ' I r #5 LAP SPLICE (2) #5 CONT. I- 4"x4" INSPECTION D =III=III=III III -III= NOTE: ° • -I �j �� III -T ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH _� g III=III=III= III=III= N *FOR BEARING WALL -I COMP. SOIL. (COMPACTED TO ° a _ 36" MIN. LAP [36" MIN. LAP] (TYP.) g" 1'-4" g" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL W/ UPLIFT ONLY - - - -__ _ 95% MODIFIED PROCTOR ASTM 11=� III=) jl �=� � TI I I=1 I� ffj I I LTf 10" MIN PSI MAY VARY PER AT GARAGE CONTRACTOR cn To CUT BLOCK OR POURI_-1 -I -I I -I I=III==1-1=I 1=I I I=I I 1=1-1 I-III=III-III -III-III-III-I I=III-I -I I=I 1=III=III=III=III-I 1=III-' D1557) 4" 1'-4" I #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. CURB DUE TO SLOPE i TII II II II #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 d NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT rG W1.4XW1.4 WWF OR FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=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 E SLAB INFORMATION. SLAB INFORMATION. 00 C1, _ m= r ° i 6x6W1.4xW1.4 SEE PLAN VARIES 11/2"RECESS FOR 6x6W1.4xW1.4 ° III I=1 I = - 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) WWF OR FIBERMESH 6 MIL VAPOR _ Z t , I min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS 1 I D D • I I T ° a _ - a GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO 7 N ° °' e COMP. SOIL. _ - - - - - - 00 _ _ _ _ _ & LAYOUT DESIGN a a TOP OF BEAM (COMPACTED TO 95% MODIFIED PROCTOR I I TfT Ti I -I I - - __° - - (1) #5 REBAR OPT. T = _ - I SEE ROOF PLAN FOR STRUCTURAL a ' A a _ a M r �nl ��I ASTM D1557) �� - 1=SC�tE�F��INFNCLOSURE ' 11_ III-IT�,I I (- (2) HTS20 BEAM SIZE & 41 `� 3" MIN. CLR. (2) #5 REBAR CONT. 1'-4" (1 STORY) STD. 90 HOOK SEE ON 3" CHAIRS TYP. L4-V-8" STORY) I- I-� I- I - 4 r� "SFr MIN. CONNECTION INFO co - a I TI= U.N.O. (2 DETAIL) 2x4 P.T. PLATE I 2x4 #2 SYP P.T. FRAMING w/ I -III Inl II 1li-�- SEE A/S3/J/S6 TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L 6 7/16' O.S.B. MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=V-0" S3 �w � SCHEDULE OPTION #1 1/2" GYP. BD. P.T. 2x Cc COLUMN LOCATION Q > Q � J 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. „ HOLD FROM SLAB F5 Uj ABU66 SLAB STEP & RECESS S.G.D.K"M� 0101, J CONT. BEAD SEALANT SCALE: 3(4"=1'-0" S3 OPT: DEPRESS SLAB 5�" DEEP AND 6" BEYOND Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND `..: �: ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. SEE DETAIL 16/D1 FOR SECURE 2x4 P.T. BTM. PLATE PAVERS / DRIVEWAY EXPANSION JOINT ,`, 3 1�2 COLUMN TO PORCH SILLAD�OOTINGNRY w/ 1/4"x3" TAPCONS AT 8" LL AND CONCRETE SLAB 14" O.H.D. RECESS � 13" O.H.D. RECESS _E � . e.. "' GARAGE ATTACHMENTS & 18/D1 O.C.oc PAVERS z M 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 • J I r W/ DRYWALL SCREWS 8U.N. EMBEDMENT @ 12" O.C. @ STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PAD MAT REINFORCING. ' .." . •; ' CONT. FOOTING STEEL f - qMQ. ' �•,�rR •' • Cl)•,_ - ' ' .'' 'a ' r LI _ -r . �=r� F I •. .. - - d I •• • - PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT c SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS ch 00 z GRADE -j 1Tf= I .. a oo f ii -' 0_0 , ... „ IT TENSION 120#) CONCRETE SLAB = M FILLED SOLID SEE PLAN FOR _ = _ _ a _ _ a •:. _, III '• •• ,.a. ,. 6 x 6 W1.4 x W1.4 c� . a C WWF OR FIBERMESH �, SIZE AND REINFORCEMENT) c�LU a = = = =1 =1 j rE 1 I ° °• FI 11=1 -1-I I=I=I v •� �� I _I I� •� ` : I- _, _ a ^ PAVERS PER w o w Ln w I I -III I 1=1 1=1 1- z (= • ° I ♦ r `'. L I 11 . - T _ 1 = ;III=I a Q BRICK or SLAB o o 1I ! a a -_- -_- r, z Q� SEE A/S3 OR J/S6 _ I �' t I- I- _ I _ SEE A/S3 OR J/S6 - i r1r „ I -T M 6 MIL VAPOR = i'- _ h _ _ - _ _ _ �I I= -I �, L -I 1=11 f-111=1 1=1 fF -; �� r 0'-0 FIN. FLR.� COMMUNITY SPECS � . _ _ - Q w I �I I I I I III I I III III= FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3"MIN. CLEARANCE BARRIER �- � .�I I BEYOND I i I ' V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) -r- -t - I-T : '; a _.r.: :. ,' -III -I -III-' PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" 2 STOR ( 1'-8" 2 ST RY ( ) 4 4 " •••� a ;� SEE FOUNDATION !�. (SEE SCHEDULE) FOOTING WIDTH - .� • • . CONC. PAD INFO, :.....:...... SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD PATIO COLUMN FTG. DETAIL rN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. } \N!lttti[ Ltd a - V a . •••., F LQ •. g �,11O�ESS10�l�� 4111411 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. W 9to QN ik O O O .- s J J ) y� ON Q V M '�6 lL LL � J 4k w ul. ..a) ai :3LJL N LL � C d Q N c" LL. 0. O le Z ��°' 0 , 29 W CNto ice mmSo W 2E�rn Z v <M Z N 0 -,oC EOLD < O � N O U I__ z U ❑��❑ W z � o z o < =; Q d N M Mtn ,zh O W V C7 Y C6 LL, o o Q •O L„ �N rx E w. �- +J m LJJ r-- ` E O 8 = zl1 U o • sm o w M zo < Q E E wo Wo z �o <� z® oa r6 N. U -, U0 O UQ D L w p az w z W r./ _ 0 Y U N m0 0 Z m ¢ a Q W �z MEN 0)J3 Q 3 a2 °� z d0 �w U <�0CIE CD CID .z ` �W >° o� �i 0 U 2 >� N L f4 00 ca C O N •V- ZLO i 00 N N r ui w M CV o Z CU Z c E E a? f6 c a 0 ° < o c JOB NO: 20-0555 SCALE : AS NOTED SHEET NO. S3 (MONO) • •P4 - 11 1 --r