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V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 - ' t. .16 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT _ -1 I M I I I I I .. D I I —III —I I I I o I. FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. i I I ��h I _I>I -•I E I -III -I 11= I-1 A =REQUIREMENTS SEE R905. PRE ENGINEERED WOODTRUSS -�III(��° — _ "1=II- TI=II�I�1=I� I�I=I� I{IIhI(I 12U.N.O.@ (TYP.) HURRCANEN ANCHOR EACH TRUSS (SEE UPLIFT SCHED.) W/ VARIES METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT(`GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION 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" 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 5 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 „ X„ EACH END (WHEN PARALLEL) ABOVE) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE 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 (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. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. 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 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. > 81-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 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"°0/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE ELEV. U-0"AL OR 5/8"x10' WEDGE ANCHOR @ 24" 2„ INCLUDE THE WALL x6W1.4xW1.4 2„ 6x6W1.4xW1.4 A.F.F. O.C.) WWF OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH a a a �31/2" MIN. �31l2"MIN. a a a e ° a ELEV. -0'-3 1/2" 2x4 CONT. QAf z a- a a a a a A.F.F. p D' ° D p' w p ' I=�_-� /2"min.)- 4" p ' III=I I (=I ICI--- 31 /2" min. ° a a g - ;� — — —_— D ° =1 =I I=1 I-' ( — — —rrr— D Q = I=1 I=1 1- . ( ) a a d a N 31/2"(min. - 4" IJ I-1 =III I I I=I I I— 31/2"{min.) - 4" =1TI—III- -I I III—� I I - GARAGE DEPTH VARIES I—IT_I I I —I f_—I i I III —III i I' T —I I —I I III I I I—J III —III I' tr a a a g I I— T I —III —III —III —I —1= I— ,ii—I I—IT—r i i T „ _'-_4 (2) #5 CONT. 4„ 1'4' 8" (2) #5 CONT. 4 I 8 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @STEPrc C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' GYP. TYPE 'X' @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O.,2x SUB FASCIA ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING SEAMS. 2x STUDS 16" O/C SCREWS @ 7" O.C. SHEET 2x STUD @ @ 1 ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY c° O @ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /� FOR WALL HGT. < 8'-6". (2) ROWS 8"x8"X16" KNOCK -OUT NOTE: 2x BLOCKING @ 3rd PTS FOR INSULATION PER BLOCK6" N CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR CHART ON FLOOR ADDITIONAL INFORMATION WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL GlS3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER BOLT INFO. 5/8'x6 J" BOLTS BOLT PLATE x W S BOLT @ 24" 0/C WI 2"°X 3/16" (10)10d NAILS 8" C.M.U. TYPICAL 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 STD. 90-HOOK (SEE DETAIL) 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"x31/4" 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#) E SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 W/ (10)10d NAILS N FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH T ARCHITECTURAL TYP. 2x P.T. PLATE PER MFR INSTRUCTIONS ILL! D p w FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR U 1x2 PT WD FURRING @ 24" O.C. ' GRADE Ca D D D ' z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a D. _ _� r `� D [GRADE 60 MIN. Fy= 60ksij -III—�=III m p ,. —III—III—I I Ij MONO OR STEMWALL FINISH GRADE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL ? M — — — � . D 25" MIN. LAP [30" MIN. LAP] q � �_ J I-1 I II I II I II I I I Il I it D• • III I I=—f 11=1 I I-r CELLS (SEE FOOTING MONO SHOWN o - I - w U.N.O. FOUNDATION PLAN ° D °� _ _ O° 6 MIL VAPOR BARRIER =T III � D ° I _ °D C0 FOR CLARITY � _ I p_ R 17/8„ FOR LOCATIONS) p p o o P =III -I -III- I I I (- I I- - _ z #5 REINFORCING BAR 1 x4 P.T. BASE NAILER III -I I = I -III-III- I - z c I �I 1= I I T' r 2 #5 CONT. 4"x4" INSPECTION pD - _ - - I • 1 #5 LAP SPLICE ( ) NOTE: o p o -III-III=I� - I = = a ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH g III III= = III= = �, Ir-� 36" MIN. LAP [36" MIN. LAP] g 1'_4 g FILLED CELL TYPICAL *FOR BEARING WALL =III=III=III=III=III- I COMP. SOIL. (COMPACTED TO - I D (TYP ) W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _____=i 95% MODIFIED PROCTOR ASTM -�_ (—I = I ��r 10" MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR I=III=I = =I = = - = = = I i- - H: —III=1 =III —I 1 D1557) 4 4 "-� #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER � -III- I I -III -III -III -III= = == ==I =) � = -i � 4" 1'-4" TO CUT BLOCK OR POUR =1iI-1TI_=III i it l li ii l l„�I ;III -III -III— I— #s LAP SPLICE TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLABW/6X6 Uj NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/UPLIFT rG 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 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4 -1-0 �'S3 SLAB INFORMATION, SLAB INFORMATION. E'4 M �T(= �- r p L ° D ( I,00 atilh 6 x 6 W1.4 x W1.4 DI I - - WWF OR FIBERMESH) 6 MIL VAPOR I D r I _ z_ min/) 4" BARRIER =1 D , D 4 ° a 4GRADE COMP. SOIL. ° �_ — _ O° _ _ _ - - (COMPACTED TO 95% T I I -ITI=III 11�=1 I - - - — — — _ - __ - - - (1) #5 REBAR w/ OPT. ITI ITI-IT"-ITI-I - MODIFIED PROCTOR -,-_ I -III —I 11-1 I = I =III= I I=�§, rFEEN ENCLOSURE ASTM D1557) MIN. CLR. I I' I I, (2) #5 REBAR CONT.--/4 ON 3" CHAIRS TYP. 3" 1 4„ (1 STORY) STD. 90 HOOK (SEE `r I=1 I U.N.O. 4" 1'-8" (2 STORY) DETAIL) MIN. TYPICAL WALL SECTION K*`A� TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5%" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY EXPANSION JOINT CONCRETE SLAB PAVERS 14" O.H.D.3" . RECESS �. z s O.H.D, RECESS M g CV ' r TC 4': .. ° °y ° ° F1 :: I 00 III '•a• ' ". .� (4j } III —I _ — ° ,'' .. _ t" III°:' ..: ICI— SEE A/S3 OR J/S6 _ I I,-l; IT SEE A/S3 OR J/S6 -1 I III I I II ,� I I 1 I II 1= FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 'MIN. CLEARANCE 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) 1' 8" (2 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ,1 1 GARAGE DOOR SLAB RECESS rT� SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" CONT. BEAD SEAMM Ilk °: ° INTERIOR a . -3 1/2" v! !A - CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB So c I— M 6 MIL VAPOR BARRIER VARIES SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE OF PLAN WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS `N ° AT 2A O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN �`' • ' ° •. - = - TOP OF BEAM ° I LEI I fIT_I; N SEE ROOF PLAN HTS20 FOR STRUCTURAL A -_- °', ' ° ° p T Cl)(2) BEAM SIZE & T I T CONNECTION INFO d ° I 2x4 #2 SYP P.T. FRAMING w/ I MIN 7116" O.S.B. SHEATHING zT TT ,� SEE A/S3/J/S6 fit, 8" z ATTACHED PER NAILING FOR REINF, INFO. OPTION #1 w SCHEDULE F > SEE TYP. WALL SECTION FOR ADDITIONAL > 6x6 P.T. #2 SYP SLAB INFORMATION. w s w ABU66 SLAB STEP & RECESS S.G.D. rM t!� SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 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. M ' ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 9 GRADE a M FILLED SOLID (SEE PLAN FOR =_ _ __ = a a _ 6 x 6 W1.4 x W1.4 ;t SIZE AND REINFORCEMENT) c� l I III = a a• == I I=III=1' '- WWF OR FIBERMESH '- z w =— —i -III III- w I_I I_I BRICK PAVERS or SLAB PER o w—III p 0 = III= • Z • °• _- _ - z_ a I- 1--�____ _— — — — i f—I 11=1 I I 0'-0" FIN. FLR.� COMMUNITY SPECS " - I —I III III —III _ - -- III III I = I -- FOOTING J = rll�� III-�—III=1 III —I I —I I —I I —I l I I —I —III— U -� BEYOND t I I l PAD REINFORCEMENT =I 1=1—i I 3 MIN. CLEARANCE SEE SCHEDULE CONC. PAD INFO. INTERIOR WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING rCD 1 2`� 1 _.k C c` 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. '' 00S N N # i♦ O �7 b fV J " 0) ?LL°'�°a LLLL a H 41 M LLI ' N ai 0' u- ° a 13 0 0 o -¢orn°' =a)9 %m0 iz ro r_N m m W E °' °' o a NgMzq v 0 J z UU ❑❑❑ N O N O •mac — � N z a o �N Q)Lu Y U � O N E w. o Ca r' U r° „a M _ 0 g I, v o o 4 O co w z o Z U Q E E os <® o a co fly _ x � p G 0 OU O C0. O E N az 4o 0 QZ az r� 7L L C/� = a oY mO �11 z J M ° aW z V7 z a Zo a �a ow �� >° CZ) O a °N = > Lo ^, W ro C9 .> M rIrCD ^ C O I— m co r1*1 0 N co= o �' � �— E (0 rn tV r o N co z E O co _ it E ;• U 0 tt JOB NO: 20-3567 SCALE : AS NOTED SHEET NO. S3