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0 0 0 W 0 0 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 5 „ „ „@ @ (U.N.O.) (OR 8 GYP. TYPE X BLOCKING 12 O.C. w/ (2)12d TOE NAILS BLOCKING 12 O.C. w/ 2 12d TOE NAILS .) (OR %" GYP. TYPE @ () @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) EACH END (WHEN PARALLEL) GARAGE GARAGE W/A HABITABLE ROOM O 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/ (1) ROW 2x BLOCKING @ MID (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. 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. - J @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 INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING (ALT: 1/2"xl2" TITEN HD @ @ 3rd PTS FOR WALL HGT. > 8'-6". 2"x3/16" PLATE WASHER (TJAND 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z 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 ANNSULATION PER CHART ON FLOOR PLAN @ 24 O.C.) "SIMILAR 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" 0/C & @ 6 MAX FROM END OF 2 x PLATE SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS AT FOUNDATION IF NOTED, THIS REFERS TSIMPSON SP1 w/ (10)10d NAILS (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) r `' `' 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE STEP, SIZE OF FOUNDATIO REINFORCEMENT AND WIL2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH ELEV. 0'-0" OL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL x 6 W1.4 x W1.4 , ° PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II ° ° ° A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS -6 WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. _°° _ o - I I I I °' ° I- I� - I I I I '- I I P • r ' ° ° ° ° ° ° a ° ° ° ° ° ° ° ° ° a ° 4 °° ° a ELEV. -0'-3112" o A.F.F. p • > _ N. o REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. -I I' - I I I �II - I -I I I I AIL I 14 ° ° ° ° ° 2x4 CONT. ° ° ° ° ° ° ° ° ° LL N -T _ o ° .: ° I I�11'31/2 ° • IIlll- T I „ o ° . j ° I - 3 1/2' (min.)- 4 t ° •' � 12 HURRICANE ANCHOR @ EACH I I 11 I I I I ° ° a a a GARAGE DEPTH VARIES ° 31/2" min. -4" JAI ( 31/2" m n. 4" =1I - ( ) - T (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ 8 I =1 I i ° T I I I I��I _ =1 I VARIES METAL PL. UNDER EA. TRUSS ° d ° ° ° g '�- - - I I I I -I 11) I �I III I -I III ' I ' ° TTT TTs #5 CONT. "' #5 CONT. -� MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) 4„ �;;, 8„ (2) 4„ I INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALL C U.N.O. • TYPICAL BEARING WALL @ STEP CC 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"=l'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP pN�\NUpUs l STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e cs _�0 GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 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. SCREWS @ % O.C. SHEETSOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" 0/C \ \o N1`\NJO 5 1 ROW 2x BLOCKING MID HGT. () @ CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT / \ FOR WALL HGT. <_ 8'-6". (2) ROWS NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD 2 ROWS OF 2x BLOCKING THIRD POINTS () @ APPLICATION SEE SECTION C/S3 FOR 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE PLAN lx2 P.T. HORIZONTAL SEE CCiS3 OR N G/S3 FOR ANCHOR „° , , „° LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5l8 x 10AJ" BOLT @ 24 O/C W! 2 X 3/16 PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ( IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR #, MIN. TENSION 2600# ) *SIMPSON SP1 V TAPCONS SPACED EVENLY SPACED 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 w/ (10) 10d NAILS C 2x P.T. PLATE FIBERMESH ^ WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH d , ARCHITECTURAL TYP. ASSUMED FINISHED c PER MFR INSTRUCTIONS 0 #3 OR #4 REINFORCING BAR o N p ° ° z D FINISH GRADE °O _ 1J-J1- I ° D I � I:Lu �= o C FINISH lx2 PT WD FURRING @ 24 O.C. ' = GRADE #3 & #4 LAP SPLICE GRADE 60 MIN. Fy- 60ksi [ y- ] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° FOOTING MONO SHOWN o z > - o °' 25" MIN. LAP [30" MIN. LAP] a w I- 1-III= I _ I-�- I ',� ' ° • U.N.O. o � � oo p ° � w �I - -III-1 _ FOUNDATION PLAN FOR LOCATIONS) FOR CLARITY ° D o o =III=III=I EI I I=III=I , 6 MIL VAPOR BARRIER °. _ r z #5 REINFORCING BAR R 1 7/8" ' -_ -1 1- I�� III III ICI 1x4 P.T. BASE NAILER p D ° ° 1=III= 1=III=III=1 I= z _ _ _ N ' - '- 2 #5 LAP SPLICE _ _ 2 #5 CONT. - - = ( ) I I 4"x4" INSPECTION D =III= NOTE: =III=III= =� " -`� " r�' ON 3"CHAIRS 31/4 BASEBOARD PORT AT EACH * g III= FOR BEARING WALL =III-III=III-III- I= I= I -i T(�'P') COMP. SOIL. (COMPACTED TO - ° 36" MIN. LAP [36" MIN. LAP] 8" 1'-4" 8" FILLED CELL TYPICAL =I W/UPLIFT ONLY _ _ _ _ _ _ _ _ _ = =I _ _ _ _ 95% MODIFIED PROCTOR ASTM I - _ Ev, 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR _ _ III=1 I=111=III=1=111=III=III=III=III=1 1=III=1=1=1=1 -III, li II II 11 I II I II II I Ill II 1 III _ - i- II D1557) - 4" 1'4^ #6 REINFORCING ...BA#5 STD. 90 HC10K MUNICIPALITY. TO CUT BLOCK OR POUR iI II II II II 111 11 l lI II II it=' #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE -i - CONCRETE SLAB W/6X6 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 _FIBERMESH' - DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 •E SLAB INFORMATION. SLAB INFORMATION. cV °o 1 Z � 2 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 WlA x W1.4 ° 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR -I - z min.) 4' 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER D :l D • i N a a a 'v GRADE AT 24" O.C. MAX. CONNECTION INFO ° COMP. SOIL. ° '- oO = - - - �� TOP OF BEAM &LAYOUT DESIGN o o .. - COMPACTED TO 95% r T (1) #5 REBAR w/OPT. SEE ROOF PLAN a : ° ° MODIFIED PROCTOR I - - IE=I I SQ Est If�FNCLOSURE (2) HTS20 FOR STRUCTURAL - r z "' c ASTM D1557) -I BEAM SIZE & _E (2) #5 REBAR CONT. 3 MIN. CLR. 1'4' (1 STORY) I CONNECTION INFO ` _ I r, ° • • ON 3" CHAIRS TYP. 1'-8" 2 STORY 4' ( ) STD. 90 HOOK (SEE DETAIL) MIN' 0 2x4 P.T. I -I U.N.O. 6 PLATE I 2x4 #2 SYP P.T. FRAMING w/ W11 - TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L o.s.e. O.& „ MIN CH O.S.B. SHEATHING Z ATTACHED PER NAILING SEE A/S3/J/S6 �� 8 FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 E w 0 SCHEDULE ¢ OPTION #1 1/2" GYP. BD. COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w 6x6 P.T. #2 SYP � SLAB INFORMATION. „ HOLD FROM SLAB LU ABU66 SLAB STEP & RECESS S.G.D. rM 01_01, CONT_zi. BEAD SEALANT SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND .. • ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • •.: INTERIOR 2X STUDS @ 24" O.C. U.N.O. DETAIL /D FOR SECURE 2x4 P.T. BTM. PLATE » PAVERS /DRIVEWAY EXPANSION JOINT ^ ° ° 31/2" " O PORCH SILL COLUMN w/ 1/4 x3 TAPCONS AT 8' MASONRY WALL AND CONCRETE SLAB 14" O.H.D. RECESS 13' O.H.D. RECESS .� A v GARAGE E ATTACHMENTS & 18/D1 .I O.C. PAD FOOTING PAVERS N T 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 �' EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. °� TO FOUNDATION PAD E • ° • • �''' STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. - "� "' '' I PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN �r _ _ •:. •. • a. • • ° - _ - =r��-I •:. . °. z oo (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB CONT. BEAD SEALANT E co w/ MIN. (2) #5 VERTICALS FILLED SOLID (SEE PLAN FOR oo GRADE a - - - - -_ - - a _ a - - •- 4� I-_ I -I :: ; . ' ' • - ;- ^ ae 6 x 6 W1.4 x WII A cat SIZE AND REINFORCEMENT) C7 ;III=III ° ° • = = =III -I' ': •• IITTir •'• .... -1T I I '•% • -I - I c '- WWF OR FIBERMESH T M Z � w o w F=1 I1- = -III-III= W I-1 =1 =1 z ...: '. _E - - - N BRICK PAVERS or SLAB PER cLU U) p o 0 • a� ) - ° a -_ -_-_ M Z •:- SEE A/S3 OR J/S6 i II FOR REINF. INFO. •: : SEE A/S3 OR J/S6 - I ,� I FOR REINF. INFO. I I 13" - - co 6 MIL VAPOR T BARRIER - -_ - _ _- - -_- - - _ r I �r 0'-0"FIN. FLR. COMMUNITY SPECS U) ° - ¢ I = =III=III=III=III =1 11= --- w -I 1 I 11-III-)=1-I 1-1 I 1=1 11; ' FOOTING 3"MIN. CLEARANCE MIN. CLEARANCE - I - - -LIB-- =III- -III-III -III-III- BEYOND 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) ILf - IL � � _ ' � • •'' ': ''.' :. PAD REINFORCEMENT - I-III=i -"' 3 MIN. CLEARANCE " 1' 8" (2 STOR) 1'-8" (2 ST RY) „ „ 4 4 y :: •:. �• SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH _J�SEE • .' • • ' ,�. CONC. PAD INFO. SCHEDULE GARAGE DOOR SLAB RECESS ri GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=l'-0" S3 SCALE: 3/4"= P-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. G ,vWN sE ,IF '•. j�•'I�1lIlIIt1t1C�\ To the best of the Engineers 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. a� E co �- 8 N 00 .4 N J J o r C'V 00 @ 0 : CCO w M N y M S W N j a >.0 U_ Z ��°52 a a Y ' 0wo W «2o mm�o r- Q Q O rn N Q(oZ ILo _ 5 O J d Z U ❑❑❑❑ W _ M 8� z g M tl N M R N z � o � l u_ T .12 • 'E'� n V `- _ 0 w c o o m Uc) /f . � � o ul• VV U o • or W Cl) N3 z a E Z® Q w0 ❑ a Z o o ti ao �o - wW L ¢ a � , ❑ N m 0 z z Q) U) m a • Q W g Z C, z w w W a 3 <M a r o f w< CIF ;a Mj CU 0 .CC N = >M ^L' W nr Li i 0 > Q C (.0 In = N T O /�/1 �„{) T � i Ln L• y � (rer T ai M O o Ch M o Z Z y E O M a E v _j ¢ o JOB NO: 20-1131 SCALE : AS NOTED SHEET NO. S3 (MONO)