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S 0 r L0 00 In rn s m V 0 0 3 00 I IX c b -C f- Q N 0 a E CD E 0 c c 2 0 v G.3 i rN+ O 5- 0 0 N 00 d a N 0 w m �r< 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 EACH END (WHEN PARALLEL) U.N.O.) (OR 5/" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 318" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (1) ROW 2x BLOCKING @ MID (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" Q.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x#2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 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. > T-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS 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 FITS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN INSULATION 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 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" 0/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMILAR , T FOUNDATION ONLY"SIMPSON SP1 w/ 10 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS TO THE ( ) 2 #5 CONT. ON 3" 2"°x3/16" 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 `' coELEV. 0'-0OIL " OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 r-I 11I=8II I I -I I =oI I°��°II I -T • -II �- °a a � p O.C.) x 6 WII-=_1.4 -xp W1.4 1.4 . 16 x 1I6=-I �W' 1 I1' _.4 x° W1.4 AFF211 ATTACHMENTS 2 (2) LAYERS TYPE I OR TYPE II WWF OR FIBERMESH WWF OR FIBERMESH 0 3 1/2" MIN. 3 1/2" MIN.(#15 OR #30) UNDERLAYMENT -1-IHIM, ? FOR ROOF PITCH 4:12 OR LESS. I j s ELEV. 4-3 1/2" aP. ° A.F.F. o 1'31/2"(min)=I31/2 6 (min-4 1PRE ENGINEERED WOOD 2x4 CONT°a " 31/O.C. U.N.O. N co coTRUSS @ 24" .4T=I- II I d1"(- iI-_ HURRICANE ANCHOR @ EACH a 12 min. _(mi11 II ,I GARAGE DEPTH VARIES TRUSS (SEE UPLIFT SCHED.) W/ 1 -I1 ° I _= METAL PL. UNDER EA. TRUSS - T� (2) #5 CONT. „ „ MOISTURE BARRIER 4 111-41 I Ti7 111 8 • � � r r I -I t ,-4,i lI 11 111- TYPICAL INTERIOR BEARING (2) #5 CONT. U.N.O. i -4 MIN. SHINGLE ROOF U.N.O. MIN. 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 @STEPrc C NAILING SCHEDULE ON SHT. 53 53 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION SCALE: 3/4"=1'-p" SCALE: 3/4"=1'-0" ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 5/8" OR 112" HIGH-"--- IGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL 1x2 PT WD FURRING @ 24" O.C. FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND w1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c 1= r• ° L I � °O g co _ D 00 6 MIL VAPOR�- BARRIER ; p ,t 4 • • - C14 COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. V-4" (1 STORY) STD. 90 HOOK SEE ON 3" CHAIRS TYP. 411 V-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 1411 O.H.D. RECESS PAVERS � z M Q. 1_ 41 I II 411 - I •'•• •, ::� III=� 1TfI�II .•�:�'. ; ... I � III SEE A/S3 OR J/S6 I -, 111�,1 ff�1,,,i1r FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / i os�cJ� 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 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 M��M�o s 2x STUD 10' LOAD BEARING OR INSULATION PER FBC AND ENERGY ccN (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' NOTE: 7 FOR WALL HGT. <_ 8'-6 (2) 2 ROWS OF 2x BLOCKING THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd FITS >11 1"x P.T. STUD O @ ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR C14 LAYERS W/ SIDE SIMPSON SP1 w/ SIDE IF APPLICABLE. 5/8"° TOTAL THICKNESS 7/8" OVER GYP. WB (MIN.GARAGE G/S3 FOR ANCHOR 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 BOLT INFO. 5/8"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS IF N0 UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/$"DIA, EXPANSION BOLT @24 " O.C. (42x P.T. PLATE W/ 7"EMBEDMENT (MIN. SHEAR 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/ SPACE ANCHOR 3500#, MIN. TENSION 261 G SIMPSON SP1 (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] J _E 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 SPACED EVENLY FIBERMESH w/ (10)10d NAILS - WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE - 1 TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR = GRADE ;, ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi x M 60 [GRADE 60 MIN. Fy= 60ksi] -III-III-I1 m • p .. D I-1 I I -III- I I� o z M -0 ° u FINISH GRADE 25"MIN. LAP (30" MIN. LAP]' - MONO OR STEMWALL D D °o D. ° g -IT- _ w I �11 I II 111 IL ° • - • I -1 (=1 I I� I FOOTING MONO SHOWN ° ) I �- - I w ° =T FOR CLARITY o ° D _ _ °° 6 MIL VAPOR BARRIER i I I I I p ° I I -I 11=1 =1 I -_ R 1 7/8" �' I I I- J�1 N Z #5 REINFORCING BAR I I I I1= I 11=1 TI 1=I I I I- ° D III -III -III -I I i-III-III- z , I I P . -( I I-1 I 1=1LH I I- #5 LAP SPLICE (2) #5 CONT. -111, ; ,I 11-11 I, , , 1 i=f I I, o _ L=III=J-LII=1 T o ° I -III III -III -III III I ( I I • ON 3" CHAIRS NOTE: g ° III -III -III -III -III -I I = N d ° • -III=L11=L=I I 36" MIN. LAP [36" MIN. LAP] 81. 1'41 811 *FOR BEARING WALL =III=III=III=III=III= �- COMP. SOIL. (COMPACTED TO -I _ (TYP.) W/ UPLIFT ONLY D1557) 95%MODIFIED PROCTOR ASTM 11==111=.11 I 101, III=III=III=III=III=III=III=III=1 I 1=III=1 I I=III=i I I=i i I=III-I I 1-' - I I � � 1 �T� � �I I).� � �111 � �11� � �T= -III-1 1=1I1=I I1=1 I I=1 1=1 1=1 I -I I=1 1=I 1=1 1=I 1=I I1=1' 4" 1.411 #6 REINFORCING BAR #5 STD. 90 HOOK I� 1=1 11=1 11.=1 11=1 I I -III -III -III -,I I I-1 I I-1 11= i I'- #6 LAP SPLICE TYPICAL INTERIOR BEARING FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" GRADE 00 - ° • - - - - i l-, ' -(1) #5 REBAR w/ OPT. I,FEEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" C O.H.D. RECESS CV Cl) co I _ W co =_,I 1 1 _ SEEA/S3ORJ/S6 I1 FOR REINF. INFO. 3" MIN. CLEARANCE 114" (1 STORY) 1'-8" (2 ST 2 RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION, SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 i inn nrnrnn rnn VARIES FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN P.T. Zx 1/2" GYP. BD. 211 HOLD GYP. BD. 1/2" FROM SLAB Oh 1.0'1 J CONT. BEAD SEALANT Q INTERIOR ° -3 1/2" e CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" Q.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN, TENSION 120#) CONCRETE SLAB 04 a 00 iv rr I 1=1 11= 11- I I-1 M 6 MIL VAPOR = I!' I I= BARRIER =1 1=1 I I =1 1-1 1- 411 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" 53 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. . x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN 00 (2) HTS20 FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 8 2x4 #2 SYP P.T. FRAMING w/ -I ' II II I L "� 1 MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 fi 8 Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL j w 6X6 P.T. #2 SYP SLAB INFORMATION J LU L ABU66 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS GARAGE COLUMN TO PORCH SILL AT 8" O.C. 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 c-�.t SIZE AND REINFORCEMENT) WWF OR FIBERMESH a BRICK PAVERS or SLAB PER - I -- - a- I -II -I ----- 1I t' I-III=III=I I I=1 11=1 11=1 11=1 I I FLR.L-j COMMUNITY SPECS 1 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" 53 � MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� a CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) 00 GRADE - 4 ° C7Uj -I I ° ° a • -I I -III- Z „� o I -I -I -III-I I -I I- i w poop= IIIIIIIII • a• I 11=III=III; - za 14 I I=11_I--�I I I =- FOOTING III III-III-III-III=1 III=1-1 I i_ U 11'; Iilllllilllll�llll ,ll -III-III BEYOND PAD REINFORCEMENT-]3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 a a 0 0 z N O z o J M 4 N V) z -J �? 1' T (Jy Y cra W n o �- ow cn C�-- a � o � cJ C° u.r 12 E O U o °�� • N N V' Vl pgQON� � z Ztu �4111310 .6 LLM It -� F C, Ott '10F t 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 Engineer's signature and seal, r• O co w M h o z Q E W O z ¢ k Z® E j I- @ x0 &< ❑a w¢ �o o� O N W nz wa Q aZ rw L r6 ❑ z U uZiO m O Z }Z 3 a °op w g° a �w W C:);o °Ia < ° 3 = O 0 ^L, W O O O Q Co 0- U oFn ~ 3 r- co ■� T r LO T T t .L. O E ch N � o Z z E O Mc a U -j Q p JOB NO: 19-5889 SCALE : AS NOTED SHEET NO. S3