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I 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 GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) (OR %" GYP. TYPE @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGEABOVE) 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 (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. <_ $'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"x3/16" PLATE WASHER (TYP.) WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR INSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _ SLAB & BLOCK 5!$ x 10 J' BOLT 24 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 "' 2 #5 CONT. ON 3" @ O.C. W/ N � 2"°x3/16"PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) () 6 x 6 W1.4 x W1.4 r r" (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 " "' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH > 4:12 0 ° ° o A.F.F.I-F O.C.) 211 WWF R FIBERMESH ATTACHMENTS � /2rl WWF OR FIBERMESH 1.4 (2) LAYERS OR #S TYPE I OR TYPE II - - _ _ .. " ° o _ _ - - o ° C7 31/2"MIN. 31/2" MIN. ( 30) UNDERLAYMENT T- p I _ - r T a ° ° ° 4 a ELEV. -0'-31/2" z -- FOR ROOF PITCH 4:12 OR LESS. I I o • " ° ° ° A.F.F. O ° ° FOR UNDERLAYMENT 11=� I I— I i I� Q ° ° ° ° a REQUIREMENTS SEE R905. PRE ENGINEERED WOOD �I I, �I I I 111= ° _ ° ° °4 2x4 CONT. ° ° , r- ) „ ) r ° ° ° a a ° : - 31/2'(min. -4 ° - T 1/2 (min. -4 --- --- -II— I �— II II 1 1_ TRUSS @ 24" O.C. U.N.O. � _ T ° ° ° o = � ° -I -� I I — � .,-�— _ " p �.- "/ — — — — 12 —I I 1 1 I � I I —III- � c I (a ° � ° ° CV � -rt rrr n P • . � u n _ HURRICANE ANCHOR @EACH z I— —I I - I I I=T�` ° ° ° a 31/2"(min. - 4_ - I -I 3 1/2 (min.) - 4 111=� - =1I -Tf I I GARAGE DEPTH VARIES ° - II. (TYP') VARIES TRUSS (SEE UPLIFT SCHED.) W/ g ° - I jT�rj[ j�f� �� _ T� -1 I 1=1 I I �T ''I'I-�'r""'T TTT— u � � n METAL PL. UNDER EA. TRUSS �[-(- MOISTURE BARRIER (2) #5 CONT. 4" 1' 4" 8" (2) #5 CONT. 4 �-4 8 INSUL ION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN,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 SHEARWALLrc_"� TYPICAL BEARING WALL @ STEPrcC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION _ "SHEAR WALL" SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" SN1 SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 S3 S3 S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. CPS STRENGTH CEILING ALUMINUM DRIP co�t�N010 ,� BOARD PER CODE (OR 5/8" EDGE �Eos�c�a GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Ycs t W/A HABITABLE ROOM \2'N.o.2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 1 ABOVE) W/DRYWALL 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" 0/C 1a M�NN�o S SCREWS @ 7" O.C. SHEET 2x STUD \ N-c 1 ROW 2x BLOCKING MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR INSULATION PER FBC AND ENERGY () @ 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 BLOCK W/ 1#5 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 1/2" GYP. WB (MIN.) @GARAGE PLAN SEE CC/S3 OR d; LAYERS W/TOTAL THICKNESS 7!8" OVER 1x2 P.T. HORIZONTAL G/S3 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 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3116" (10) 10d NAILS PLATE WASHER TYPICAL 3RD LAYER 1/8 THICK. K.O. BLOCK 518"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 GGlS3) 5/8' x 6 EPDXY BOLT OR SIMPSON SP1 w! (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) SIMPSON SP1 6 1/4"x31l4" TAPCONS J () 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24" MIN. LAP] SPACE ANCHOR * SPACED EVENLY 2X PT PLATE #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS iv FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH My 2x P.T. PLATE ARCHITECTURAL �'P c PER MFR INSTRUCTIONS o o ° FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR w 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE _ - b. " ° . " " GRADE 40 MIN. Fy= 40ksi ° - N ° D z_ #3 & #4 LAP SPLICE GO 1 FINISH GRADE O0 g [GRADE 60 MIN. Fy= 60ksi] GO p r - (1) #5 VERT. IN FILL MONO OR STEMWALL z cM — — p D" 25" MIN. LAP 30" MIN. LAP] 1/2" GYPSUM WALLBOARD ° I �I I [ g �--��- - • ° • - -�T CELLS (SEE FOOTING MONO SHOWN ° o _ W U.N.O. o p °o - oo w FOUNDATION PLAN FOR CLARITY D _ _ _ °O 6 MIL VAPOR BARRIER - ° I i __ I ° R 1 7/8' FOR LOCATIONS ° #5 REINFORCING BAR p o o ° I—I1I—III—III—III—III—I — _ �, Z T — 1x4 P.T. BASE NAILER ° — — — _ z - 5 - _ — _ III —III —III —III— ,1 �I , , I �T, - 4"x4" INSPECTION � o ° —_ —_ — —_ —_ —_ — I I • _—_III i I—fi—m. HAIR I I' T � #5 LAP SPLICE (2) # CONT NOTE: ° o o I III III —I � I III I C I I I I � — ON s° C s 31/4 BASEBOARD PORT AT EACH g III=III=III=III=III=III= N I P I 36"MIN. LAP [36"MIN. LAP] $„ V-4" 8„ FILLED CELL TYPICAL *FOR BEARING WALL =III=III=I (=III=III COMP. OMMODIFI. (COMPACTEDD PROCTOR ASTTED OM 1 I I= I =_I— - 10" (TYP.) MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - - - co AT GARAGE CONTRACTOR III= = =III= 1=1 1=1 11= = = = = =III= I 1=1 I =III D1557) II �',i,-1�1 I Irrr I,'!'� MIN PSI MAY VARY PER co =1 I-III—I=1—=I=I—I I—III-III-III-III=1 I=III-1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HC10K MUNICIPALITY. TO CUT BLOCK OR POUR "-I i-III-III_-III-III- - =III=III III= CURB DUE TO SLOPE —I—I I—i #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG W1.4XW1.4 WWF OR DECO FINISH 4" to 6" FIBERMESH' SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 BELOW GRADE SLAB INFORMATION. SLAB INFORMATION. N ' °p - Z_ I' VARIES C1, _ _ _ ° 4 I �NM 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 ° _ 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH SEE ROOF PLAN S.G.D. (U.N.O.) 6 MIL OER u ; C 'r 4 I I min. 4" AT 24" O.C. MAX. FOR TRUSS a 10d NAILS TO TRUSS TOP CHORD COMP. SOIL. - • • - T oo -a - - - a •v GRADE v _ • " -� - - - - - - - - - - - SEE PLAN FOR CONNECTION INFO - - - (COMPACTED TO 95% - ( - I=� I - - _ _ _ - - TTT 1� TOP OF BEAM &LAYOUT DESIGN - o MODIFIED PROCTOR -"'- i - _ _ _ _ _ (1) #5 REBAR w/ OPT. SEE ROOF PLAN - _-° a: ° a A ASTM D1557 �� - I - _-S��tENr�NCLOSURE (2) HTS20 FOR STRUCTURAL R. - _ BEAM SIZE & r I �' a �r (2) #5 REBAR CONT. V-4" 1 STORY 4� I II � - I _ ON 3" CHAIRS TYP. ( ) STD. 90 Fi00K (SEE CONNECTION INFO U.N.O. 4" 1'-8" (2 STORY) DETAIL) MIN' 2x4 P.T. I I 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION a PLATE _ 8 A TYPICAL THICKENED SLAB EDGE L g w I MIN CH O.S.B.SHEATHING SEEA/S3/J/S6 o.s.e. Z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 _ w SCHEDULE OPTION #1 1/2" GYP. BD. COLUMN LOCATION ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP P.T. 2x > � SLAB INFORMATION. 2r, 1 2" ROMOLD PSLAB LU ABU66 SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5%" - CONT. BEAD SEALANT S3 DEEP AND 6" BEYOND �0 -, SCALE: 3/4"=1-0 DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • .: " a INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM, PLATE PAVERS / DRIVEWAY EXPANSION JOINT ,' • • SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" ° " 31/2 COLUMN TO PORCH SILLASONRY WALL AND CONCRETE SLAB 14" 13" °` GARAGE O.C.0CPAD FOOTING PAVERS O.H.D. RECESS z O.H.D. RECESS _ ATTACHMENTS & 18/D1 FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. ATTACHMENTS EXTEND FILL CELLS M W/ DRYWALL SCREWS 8"o.C. EMBEDMENT @ 12" O.C.A. TO FOUNDATION PAD •, . STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' Cl) • ••• • ' •'••'d " �•'e• • PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M 'T-f(f-1Tf�Tf 1T1-�f T�i= = 1=Tff-1 • 1T Tf I , `T - (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS -j . •• - - - � oo � GRADE- - a ° 4 ao a. TTr oo TENSION 120#) CONCRETE SLAB _E �., FILLED SOLID (SEE PLAN FOR - - a _ _ • -I • '• 6 x 6 W1.4 x W1.4 SIZE AND REINFORCEMENT c7 °• �=III=III=III=1 4 _ _ ) w •, ":•' - WWF OR FIBERMESH Z w=III-I °° _ , . `" 16- p w Uj cn o=1 I_ I I=1 I I=1 z BRICK PAVERS or SLAB PER p o = -III— • • �• - z q� co6 MIL VAPOR I [- COMMUNITY SPECS - SEE A/S3 OR J/S6 _ � „ I I III= SEE AlS3 OR J/S6 I -I � =�1 I�I-�- � I=-= � w —I I Tf— - I' - 11�=�1=1 I f- =1 _ _ _ _ FOOTING -� BARRIER f I I I I I = I I I=1 I =1 I I= = III= —III_ p FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO, 3" MIN. CLEARANCE - =Ii -III- I �_ =III=III=I 1=III I I -III= 1 BEYOND • ' s _.., : • . •'.. • • PAD REINFORCEMENT ' -� I 1=1 I 1 „ 1' 4"(1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT,) 1'-4" (1 ST RY) �-t I- I �� „ : 3 MIN. CLEARANCE 1' 8" 2 STORY) „ SEE ( ) SEE SCHEDULE ( ) V-8" 2 STORY) ! y :+ SEE SCHEDULE FOOTING WIDTH ( ) 4 4 CONC. PAD INFO. • GARAGE DOOR SLAB RECESS �.1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG.rK'�� 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"=V-0" S3 SCALE:314"=1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. tit dJl�e�� -,•,,�.�i�1fl191 _ .��4LLJ LU • ; S° To the best of the Engineers knowledge, information and belief, the structural plans and a eafiCatons 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 Engineers signature and seal. W E co r- oft Q O N (p Op (0 � 4k a) I'll 55 5 U W LL y �r�� LL LLLU a too LL i� °' a te _j _ _ z OO m O W��6jO' o h U I- 04 J Q U ❑❑❑ W N M O S z CZo z C. � t��; N M z 0 X?o � ry � U 0 w o Ln N in f6 r U c F- — E M $ zl'.. _ U o N c CO �0 " o (0 � W M o3 z Q J rl Q E E wa ' �® oa H R0 O Q Uo � U 0 0 L <O ¢ -W to C13 o 0, U y m 0 o� z J j�5cn m Q W s N r o� Z z ao CL > 2� mw _ aLL W =3 O P� ifffJ v M a °3 ,o > M J 12 00 2 C:) �^ �.►, ^J J L Lim! = IW � � r Y 04 o E Z T iii O N Z d Eca U _j Q p JOB NO: 20-4940 SCALE : AS NOTED SHEET NO. S3 (MONO) I muonm ae® iota