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! Li., I 111 1 1 I 1 1. 1.0 1- 1 1 1 1 1 ... _ I I I I _ ' 1 _ 11 1 11 I --. -.- - I I. I I L 1. I 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O (U.N.O.) (OR %"GYP. 2-16d TOE NAILS @ EACH END TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 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. CONNECTOR U.N.O. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS _ .._ _ - ___ _-__ . __ - - - -_. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL 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 WALL.HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @GARAGE SIDE IF z _ _- ___ __-___ SHEATHING W/ 8d COMMON NAILS @ APPLICABLE. __ _ ll - INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN v f it 3/8" MORTAR BETWEEN EDGES, ND @ 112" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE E - _ __-- -,: _ -_- _- - SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) ALT: 1/2"x12" TITEN HD 24" ( @ UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH M co„ ELEV. 0 -0 ALT: 1/2"x12" TITEN HD 24" ( @ 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE x 0 10 WEDGE ANCHOR PITCH >4:12 ll OL A.F.F. O.C. „ R O 5/8"x10' WE ANCHOR @ 24 O.C.) 24 x 6 W1 4 x W1 4 4 O @ 2" .C.) x 2" ,DGE (2) LAYERS TYPE I OR TYPE II e ° -----1�---_ � WWF OR FIBERMESH WW OR FIBERM ESH (#15 OR #30) UNDERLAYMENT - - - ° ° I -I I - I - - D ° tl ° , ° , ° z ELEV. -0'-31/2" 31/2 MIN. 31/2" MIN. FOR UNDERLAYMENT REQUIREMENTS SEE R905. FOR ROOF PITCH 4:12 OR LESS. I I I -I *- o - - I ° 4 , ° ° a -,� ° 2x4 CONT. Q O 0 A.F.F. U- ° JL PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. - -- I I I r ° ° ] ° o ' °--1'31/2"(min.)- 4" ° I I I I I� I�I II- p ° . 1/2"(min.)- 4' I- 12 HURRICANE ANCHOR EACH @ _ _ - - I - I I II i I II I I I I ° GARAGE DEPTH VARIES ' 1/2' min. - 4 J - I ° ( • �1�(31"' - - ° •' - /2"(min.) - 4" - (NP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS „ I g >i ° T" _ - _ -I I -_ III- = I- I I III T - i - ° ° A MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CONT. 4" T'? 1'-4" 8'r (2) #5 CONT. T- INSu ION LE SHINGLE ROOF 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 a@ 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"=1'-0" S3 SCALE: 3/4"=1'-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" "X" ALUMINUM FASCIA 1/2" OR 7116" OSB MIN. PLYWOOD SHEATHING osEc�P ec s SSE GYP. TYPE @ GARAGE W/A HABITABLE ROOM \12'0N.. 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. ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING SEAMS. @ �M �M s �o M �o� CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C � c°N (1) ROW 2x BLOCKING @MID HGT. FOR WALL HGT, < 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: SEE SECTION C/33 FOR ROWS 2x BLOCKING @ 3rd PTS CHART ON FLOOR FILLED SOLID W/GROUT _ #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". PLAN SEE CC/S3 OR c�v LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° 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 Fi00K DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"' EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR `USP SPT22 TYP. (6)1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 3500#, MIN. TENSION 2600# s SPACE ANCHOR ) •� BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 i" 2x P.T. PLATE FIBERMESH f - WEEP SCREED INSTALLED BAR a o END OF 2" x PLATE WWF OR FIBERMESH r- ARCHITECTURAL FINISH ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR _ LU ° 1x2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL ' ' GRADE MONO OR STEMWALL p„ a ° ° z T ° D FINISH GRADE °O - - o o #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi (GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN U.N.O. FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY Z, o III=III I 1 11 -III --_ III a III III III- ? 6 MIL VAPOR BARRIER - D ° - I N z I I W #5 REINFORCING BAR - 1x4 P.T. BASE NAILER 4' x4' INSPECTION �I_ I I_ -III i III =-1 I � ° • - - #5 LAP SPLICE (2) #5 CONT. - - - - 3 1/4' BASEBOARD PORT AT EACH NOTE: G p I III 'FOR BEARING WALL -_III -I . III III III- N _ -i •- I__I I _ [ COMP. SOIL. (COMPACTED TO(TYP.)8" f I - I I I 36" MIN. LAP [36"MIN. LAP] ON 3"CHAIRS 1-4 8' MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL II W/ UPLIFT ONLY _ _ _ _ _ _ � -III-III- I_I i III i I_=1Ti=1�_ 1 1= 95% MODIFIED PROCTOR ASTM I- I -I I I I - - 10, c� AT GARAGE CONTRACTOR - _ III III III � III-�_� -_III III -III III - _ III III- - D1557)- MIN PSI MAY VARY PER TO CUT BLOCK OR POUR - -1 -III III=1 I III -III III=1 =III III-III=III=1 -1 _ III- _- = I I=111-11 F9 I -I 1 I I= -1 11 I-1 I 4" 1'-4" #6 LAP SPLICE #6 REINFORCING BAR #5 STD. 90 HCJOK TYPICAL INTERIOR BEARING MUNICIPALITY. CURB DUE TO SLOPE "'-"i f I 1-1 1-"'- - CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG W1AXW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-01, S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 s SLAB INFORMATION. SLAB INFORMATION. Z_ co - - - I I' ; * 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VA I 6 x 6 W1.4 X W1.4 ° °Q 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w! (3) SEE ROOF PLAN _ S.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR _ > 1 _ _ ? �- min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M BARRIER , p 4 u • N °217- v a GRADE SEE PLAN AT 24 O.C. MAX. FOR CONNECTION INFO ° r e • COMP. SOIL. ° 00 a * �� TOP OF BEAM & LAYOUT DESIGN a (COMPACTED TO 95% - III _ _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN -^ - e ° oo a ' ° W.d MODIFIED PROCTOR ASTM D1557) 3 MIN. CLR. = I - - SCr EEN ENCLOSURE �T FOR STRUCTURAL BEAM SIZE & . - o m e' ° (2) #5 REBAR CONT. 4 I ,,-2x4 P.T. ! .'� CONNECTION INFO c� _ I 8 ON 3" CHAIRS TYP. 4" V-4" STD. 90 NOOK (SEE MIN. 7116" I I U.N.O. DETAIL) O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ I ' SEE A/S3/J/S6 �g TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL _ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 COLUMNLOCATION SCHEDULE OPTION #1 w 1/2" GYP. BD. ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > SLAB INFORMATION. r, HOLD GYP. BD. W 1/2" FROM SLAB o SLAB STEP & RECESS S.G.D. M CONT. BEAD SEALANT _ SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5 Y" DEEP SCALE: 3/4"=1'-0" S3 AND 6" BEYOND DOOR TO a STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND • INTERIOR -: _ 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTION INFO. MASONRY WALL AND CONCRETE SLAB EXPANSION JOINT ° 31/2" SECURE 2x4 P.T. BTM. PLATE 14" O.H.D. RECESS 1g O.H.D. RECESS = a GARAGE w/ 1/4"x3" TAPCONS AT 8' PAD FOOTING PAVERS z r CONCRETE NAILS W 1 1/2' N 1/2' GYPSUM WALLBOARD U.A. O.C. 8" MASONRY WALL EXTEND FILL CELLS c c EMBEDMENT 12" O.C. @ W/ DRYWALL SCREWS 8"O,C. xh @ TRIM PER PLAN TO FOUNDATION PAD ' ' c= • ' .' ' ' .. . ; .. ' �• " STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. ;' -rf III .` •,: .w - _ m , I =r •; .. '• h "' PLATE TO CONCRETE (MIN. SHEAR 180#MIN. ON FLOOR PLAN - CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, M 00 ? GRADEn ° �) _ TI - 4a - • ,. _ - _ ;'' ' j - co TENSION 120#) CONCRETE SLAB E _ q � SIZE VARIES PER PLAN _ -- _l - 4" - . 6 x 6 W1.4 x W1.4 w/ MIN. (2) #5 VERTICALS Lu 0 III _- I •• •. .y - c � r WWF OR FIBERMESH "' FILLED SOLID Z Lu U II III IIL; .� - �: - N - n 1 B PER BRICK PAVERS or SLAB oQ- n� O o = z - I_ .I • •� • • _ _ _ z Q • - • . - I 0'-0" FIN. FLR. Ci0 MMUNITY SPECS LL fV _ - ch - M 6 MIL VAPOR 1 - - = W 1 1 I_I 11 III-1 SEE A/S3 OR J/S6 T SEE A/S3 OR J/S6 _ L II I_. III -III=1 I -III -III -(I -1 _ - 1 -III -III III III _III--' FOOTING L) FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3' MIN. CLEARANCE BARRIER ;IIIIIIII I I I I I I11 _-III I _I_I 1= _I -III -III I-III-III-III-1 -11 F 11- BEYOND 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) 1.1I I I I I 1 1 I_ :?� ..r. ; :..' ' ,y PAD REINFORCEMENT 3" MIN. CLEARANCE SCHEDULE) 1' 8" (2 STOR) V-8" (2 ST RY) 4"4" •.-y :� '. SEE FOUNDATION (SEE FOOTING WIDTH • .+ • * ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING G'� 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"=V-0" 13 SCALE 314•--0• '� SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. V z Z N QQ Q CL- Ln CD Q) U, 44t,f � o .0 w V) U �M LU ` �.. f6 M 5 C 7Npp U o`° ao Ai Z•mQ _ .•yam 'Si"�,' \ C� f� J J •fir LIL To the best of the Engineer' Info (r7 d belief, the structural plans and spe a�'[�cdA�al, 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. O Z O N I� 0-4 O ��MC:) M Q 'p Lr) zF- Q U- CL . c^ C,� U a� Q E `. Z§ Z J W d' J 9z C. o zaa ^ I- W < orz110 Z a W K Ill� "Z$ 9w WJ M 0�� Q g08 >-o Ln O Lri z >_ N 0 U i Q T8-i OJ `{1 TTW Ogoo � J Q OC Z N E J Ln r-I LJ_I di t� Z �# LLn t- m rn T-4 a cn 3� SCALE : AS NOTED DATE : 1 /5/2018 TECH: MJAM ES VERSION NO 10 SHEET NO. S3 • i Z