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FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / INSU 5/8" OR 1/2" HIGH---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 7�F 7VIF 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF TRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2" HIGH STRENGTH (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) GARAGE .) (OR %" GYP. TYPE O @ 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/ 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. 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 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 @ INSULATION 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.) "MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10) 10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10) 10d NAILS @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" T - 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND 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 Cl) `'' ELEV. 0'-0" ( @ OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 D pA - A.F.F. O.C.) 2„ x 6 W1.4 x W1.4 ATTACHMENTS 2„ 6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - I I I A. I I =I = _ ° ° 31/2"MIN. 31/2"MIN. FOR ROOF PITCH 4:12 OR LESS. IIII I D=T�T ° ° e ° a ° ELEV. -0'-3 1/2" 0 Lff-l-i I- 11=I D ♦ I-I11-I M1. �TfI T� a a e ° ° ° ° a o PRE ENGINEERED WOOD I I_I I I -I I (� I=I ° - - =_� 2x4 CONT. A.F.F. "-'' -1TI=I I ° ° ° ° ° ° ° a ° I=1 I I=III= 3 (min.)- 1/2 (min. TRUSS @ 24' O.C. U.N.O. I- j jj i- ° ° ° �, � _ �4."TF,, -I-I I I=1 I I- � p I I -I IHURRICANE ANCHOR EACH I �Ir`1 ° ° ° a 31/2"(min.- (- 31/2"(min.) - 4" =I I I=) =I I I I=1 I r @ -I -I I �I GARAGE DEPTH VARIES-T-I -_T TRUSS (SEE UPLIFT SCHED.) W/ 8„� ° METAL PL. UNDER EA. TRUSS e ° ° I __ ° g �TI-1- MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" 1' 4" 8" (2) #5 CONT. U.N.O. � 4� MIN. SHINGLE ROOF U.N.O. (O'c�TYPICAL BEARING WALL STEP 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL @ rcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" "SHEAR WALL" SCALE: 3/4"=1'-0" SCALE: 3/4"=V-0" SN1 FOR ADDITIONAL SLAB S3 S3 S3 S3 ELEV. VARIES INFORMATION. ALUMINUM DRIP coN��N�cJs�� EDGE ossc�RE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 12" N.O. 2x SUB FASCIA 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. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY 1co�'(1) ROW 2x BLOCKING @ MID HGT. 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ( ) FOR WALL HGT. _< 8'-6". 2 NOTE: ROWS 2x BLOCKING @ 3rd PTS BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 1/2" GYP. WB (MIN.) @GARAGE SEE CC/S3 OR C\; LAYERS W/ TOTAL THICKNESS 7/8" OVER SIMPSON SP1 w/ SIDE IF APPLICABLE. G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"xT "J" BOLTS BOLT PLATE x W S BOLT @ 24" 0/C W/ 2"°X 3/16" (10) 10d NAILS PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 5/8"DIA. EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ *SIMPSON SP1 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR 3500#, MIN. TENSION 2600#j E " SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 �I w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR ¢ END OF 2" x PLATE WWF OR FIBERMESH ARCHITECTURAL TYP, r 2x P.T. PLATE o PER MFR INSTRUCTIONS w 1x2 PT WD FURRING @ 24" O.C.- / FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR 0 s s _ D D . . D GRADE 40 MIN. Fy= 40ksi � _ _ p _ GRADE N ° z #3 & #4 LAP SPLICE a D D. (1) #5 VERT. IN FILL [GRADE 60 MIN. Fy- 60ksi] p z Cl)D D FINISH GRADE 25" MIN. LAP [30" MIN. LAP] ° (-I I=1 I I- I I I III -III-) I I- 1/2 GYPSUM WALLBOARD MONO OR STEMWALL ° -I i I- - I I -I I I�I I I I II I I_ D • • I ( I I -I I -I I-}- CELLS (SEE FOOTING MONO SHOWN o -1=I I - W U.N.O. o p � oo w FOUNDATION PLAN FOR CLARITY ° _ _ _ _ _ 6 MIL VAPOR BARRIER -i I I D ° I --III=) = I = R 1 7/8" `� FOR LOCATIONS) p P ° 0 =III=III=1 I=III=III -1 I, I I 1 e I I I=T� = Z T #5 REINFORCING BAR 1x4 P.T. BASE NAILER ° III=III=III=III=III=III= ? I I I--T-jTII r #5 LAP SPLICE (2)#5CONT . -III-III-III,,, II -ICI,,, Ii 4"x4" INSPECTION D I=III=III=III=III=III=� I I D I��-III-T „ NOTE: _ • ; ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH g ° D III=III-III=III=III== N I I D I=I I=� _ 36" MIN. LAP (36" MIN. LAP] g" 1' 4" 8" *FOR BEARING WALL I=III=)=III=III=III=1 '- COMP. SOIL. (COMPACTED TO Z11 _ (TYP.) FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ ___=_ 95%MODIFIED PROCTOR ASTM II I =1 I 1=I _ � 10" MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III= = I= = = = = = = = =III -III= = = 1 D1557) �Ti r�T; rI I I III- MIN PSI MAY VARY PER cn =1 -I I -III -III -III -III -I I -III -III -III -I I=III= =I -1' 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR =1-I L-I=I I_ITI=I=i=I-i I-I-111 #6 LAP sPucE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE -1 l- - rD CONCRETESLABW/6X6 Wl 4XW1.4 WWF OR0 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION � TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 1IL - Z 1111=° [M 0 6x6W1.4xW1.4 6 MIL VAPOR I II I DII I I -I I = - z min/WWF OR FIBERMESH ) 4" BARRIER , p 4 ° COMP. SOIL I I ' • III= � - (COMPACTED TO 95% -11 MODIFIED PROCTOR III=111=1I ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. (1 STORY) STD. 90 HOOK (SEE ON O CHAIRS TYP. 4" 1'-8" (2 STORY) DETAIL) ) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS SIN I iI I IW. _11ML SEE A/S3 OR J/S6 I I I I II 111 ,I FOR REINF, INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" GRADE -I 1 1-- III I rT-I ' (1) #5 REBAR w/ OPT. 1--SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE rT SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS CV ' c') •.. SEE A/S3 OR J/S6 -► I II I 1111 III, , , 1111111= FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 ST 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"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. HOLD GYP. BD. 1/2" FROM SLAB 01 . CONT. BEAD SEALAN INTERIOR ° a a -3 1 /2" h CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB •c - _ N 1=1 1= = 1h M 6 MIL VAPOR BARRIER 11 VARIE SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) - SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS " ° ' AT 24" O.C. MAX. . x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN - TOP OF BEAM IV SEE ROOF PLAN HTS20 FOR STRUCTURAL.= . _ - - co ci �r s I� I 1 (2) d r,> rr=l II BEAM SIZE & N47I= i ° a CONNECTION INFO r� I a' ITI T • •. _ III - I I 2x4 #2 SYP P.T. FRAMING w/ .I II I I=I I Ind „I I'� MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 q*Ir- g z ATTACHED PER NAILING FOR REINF. INFO. w o SCHEDULE OPTION #1 � ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION F OT G WIDTH � J W ' o W ABU66 SLAB STEP & RECESS S.G.D. K�m U) SCALE:3/4"=V-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16lD1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 1801 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O,C• ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD `. " INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. �t ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS ? APE a ° FILLED SOLID (SEE PLAN FOR ` 6 x 6 W1.4 x W1.4 , SIZE AND REINFORCEMENT) °• =I WWF OR FIBERMESH T `�' Z w M- -I n-III=1-1=1_1= I -I I -I I I- w z ° ° BRICK PAVERS or SLAB PER 00 0 `n = - =1 • • °• - - - - z ¢ =1 1 1= III -III- 0'-0"FIN. FLR. COMMUNITY SPECS u 1- I MI -III =1 11=1 I =1 I I=1 I =1 11=1 I -_- III-III=III=III=III III=III=III-' FOOTING -III-III 1= 11 11=1 I I ,� - -1 1=' BEYOND 1 111 PAD REINFORCEMENT _I11=111 11I- 3" MIN. CLEARANCE SEE FOUNDATION (SEE SCHEDULE) 4" j 4" CONC. PAD INFO. O IN SEE SCHEDULE INTERIOR WALL SLAB STEP NON-BRG.rK TAPERED COLUMN FLAMING CD PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=1'-0° SCALE: 3/4"= 1'-°" S3 SCALE: N.T.S. S3 0 f z N O 00 z Q M V1\ M N z ° 0 Q) � U.luj y O •O d T LL, cn �_ Eo M N o � � v m m E MIDrir m 0 3 ¢ N Y o� U z In - 9§ zo �-r gV LOU, =z a LU V 0c�aQ o 0 LL ��✓ . c' •'per -�'y�C7`. J< ka f�'�rrr�t�ttt�ttit`�`�`•` 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o co y ¢ w Z M o 4 � Q E 0 V wo >� o » o ¢ cz t6 XU o0 O E CDQz C\I a p io t, wz rp U) C Z2 z o Y mo o O >z u) J a tl z z Oo 3 <o < o d IX o �w =3 'o v w� z< ;o EE °3 0 2O 1 C.0 .-. � > T O m co C o .� J f T o LO r 2 Cfl o^o r ai E M M CV E T iii o Z Z E 10 E m cu FL U Q p JOB NO: 19-5335 SCALE : AS NOTED SHEET NO. S3