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�r MA �r 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 EACH END (WHEN PARALLEL) (U.N.O.) (OR a" GYP. TYPE "X" @ EACH END (WHEN PARALLEL) ABOVE GARAGE W/A HABITABLE ROOM 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/ 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. <_ 8'4'. (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 J 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"0/16" PLATE WASHER (T4AND WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'4'. (ALT: 1/2"x12" TITEN HD @ @ 3rd PTS FOR WALL HGT. > V-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 AINSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & CE SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ 10 10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IF NOTED, THIS REFERS T( ) (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 T r 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATIO UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH `'' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILZx P.T. BOTTOM PLATE PITCH > 4:12 D ° OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL6 x 6 W1.4 x W1.4 (2) LAYERS TYPE I OR TYPE II e n ° a ° A F.F. 0. ) F OR FIBERMESH ATTACHMENTS WWF OR FIBERMESH C. ' m' °D. _ - o 31/2"MIN. WV1l 31/2"MIN. (#15 OR #30) UNDERLAYMENT -III=I I=I I -I I I= I I= FOR ROOF PITCH 4:12 OR LESS. �) I t=fl I -I I D I I I=T=1 ° a ° ° ° ° a ELEV4-3 1/2" FOR UNDERLAYMENT 11=I ��I I I- D • I I= I I=III=I I ° a ° ° ° a O D REQUIREMENTS SEE R905. ° - - I a a ° ° ° A.F.F. O - PRE ENGINEERED WOOD -TI-I I I II - _ ° ° ° 2x4 CONT. I,_ b'- I, - - n n -'' _1 II=I 11=I III I I=1 I I- I I ° ° ° ° o _ D ° .: I 1=III=I I I_, 131/2 min. - 4 D ° ' I ( )_ " „ ( ) l 1= � 1/2 min. 4 TRUSS @ 24 O.C. U.N.O. 12 ANCHOR @EACH =11=I ° a GARAGE DEPTH VARIES - - 3 1/2"(HURRICANE _ " ' = -II Ii Ii 00 1 I - 31/2"(m-in.) -- I �=1I II _ 1 I II TYP.) TRUSS (SEE UPLIFT SCHED.) W/ ARIES METAL PL. UNDER EA. TRUSS -_ I l -I I I-III--1I 11�t1=1 11I=�•= I I-1°1 I I -4 =I� II8 9 -I I I I 1 I I-=�Y I-'-�j��i� MOISTURE BARRIER TYPICAL INTERIOR BEARINGMIU.N.O. (2)#5CONT=-I 4" 114 8" (2) #5 CONT. 4.1 INSULATION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP rB'_� TYPICAL BEARING WALL STEP SHEARWALLK'C I{ N��II M� . TYPICAL BEARING WALL � STEP rCC NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING D\01 �0 BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs �\�ossc GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS 4" 0/C W/A HABITABLE ROOM \12'N.O. 2x SUB FASCIA @ 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL z EE SOFFIT SCREWS @ 7" O.C. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 2x STUDS @ 16" O/C \ �o M�NN o s CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY \ °oN� (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` FOR WALL HGT. < 8'-6". (2) 8"x8"X16" KNOCK -OUT NOTE: ROWS 2x BLOCKING 3rd PTS 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 FILLED SOLID W/GROUT _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". #5 VERT. IN FILLED CELL PLAN SEE CC/S3 OR N 1/2 LAYERS W/ TOTAL THICKNESS 7!8" OVER " GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" 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 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 1F NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 5/8"DIA. EXPANSION BOLT @24 " O.C. 2x P.T. PLATE W/ 7' EMBEDMENT STD. 90-HOOK (SEE DETAIL) " " SIMPSON SP1 w/ (10) 10d NAILS EA. STUD (MIN. SHEAR TYPE 'IS" MORTAR WALL SEE GG/S3) 5/8x 6EPDXY BOLT OR @ MIN. 2500 PSI CONCRETE SLAB W/x SPACE ANCHOR ) 3500#, MIN. TENSION 2600# s (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24' MIN. LAP] E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING J N w/ (10)10d NAILS �, 2x P.T. PLATE WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r•.. w ARCHITECTURAL TYP. PER MFR INSTRUCTIONS ASSUMED FINISHED #3 OR #4 REINFORCING BAR LU FINISH ,' iv D ' D .1:7 . ' D , Z #3 & #4 LAP SPLICE GRADE 40 MIN. F = 40ksi ° _ 1x2 PT WD FURRING @ 24 O.C. GRADE Y- _ - ° co g [GRADE 60 MIN. Fy= 60ksi] 1 I I I -III m. D ' I I=1 I I-� 11=III- (1) #5 VERT. IN FILL MONO OR STEMWALL FINISH GRADE 25" MIN. LAP [30" MIN. LAP]�- 1/2" GYPSUM WALLBOARD III- _ g ' I-III=� I -I D • • I I =III=III=1 CELLS (SEE FOOTING MONO SHOWN P - -�I I=1 I - w _ _ I I I 1 I III- -I U.N.O. FOUNDATION PLAN FOR CLARITY D D _ °° 6 MIL VAPOR BARRIER I I I I D ° I =) M. I I=III= °° R 1 7/8" `� 11= I I=1 I I- i I-11 I I I=1I I FOR LOCATIONS) p p P ° 0 =) I I= =III=III=III=� I �I I I °' I I -III -I 11==�_ N z T #5 REINFORCING BAR -III III=III-III=III=I I (I- 1x4 P.T. BASE NAILER ° III=III-III=1 I=I I I=I I I= z I ° ' T 2 #5 CONT. 4"x4" INSPECTION D ° _ - - I I I I I 1 -7111 11 II I I 1 #5 LAP SPLICE ( ) 1-I I-1 1-III-III-III-1 I I I �I I-II-I� _' I 36" MIN. LAP [36" MIN. LAP] e . ON 3" CHAIRS „ 31/4" BASEBOARD PORT AT EACH NOR BEARING WALL g ° D D III-III=III=III=III=I T COMP. SOIL. (COMPACTED TO -I I D _ _ (TYP.) 8 1-4 8 FILLED CELL TYPICAL =III=III=III=III=(II 95%MODIFIED PROCTOR ASTM '=1 ll=III=I1(= I I=III-II W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ _ - I I-L=III=III 1EH -1 ' 10 MIN PSI MAY VARY PER AT GARAGE CONTRACTOR I II I I I III I I) I I I I I I I II I I I l ,I D1557) 4 I I T 1 1 1-111 i I #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "-111=1ii_I�f-III CURB DUE TO SLOPE IIII IIII TII iTI I11-III=III=11'- #6LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLABW/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG WlAXW1.4 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"=V-0" S3 - SLAB INFORMATION. SLAB INFORMATION. SCALE: N.T.S. S3 SCALE: 3!4 -1 0 S3 E CNI M _-ilk I 1.4 6x6W1.4xW1A VARIES D _ C9 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 SEE PLAN 1 1 G. RECESS FOR 6 x 6 W1,4 x ER _ � () SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 6 MIL VAPOR D ; D 'r 1 I z min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS - a ° a AT 24" O.C. MAX. - _ D • • _ �, �r GRADE ` % CONNECTION INFO 1N ° • COMP. SOIL. ° I r °O _ _ __ _ - - - - - TOP OF BESEE PLAN AM & LAYOUT DESIGN- 1I I -I I I I t I -I I I-t a (COMPACTED TO 95% - I =� I = - - - - - - - -- MODIFIED PROCTOR �- I _ - _ -(1) #5 REBAR w/ OPT. - _ _ - - _ ° IIIII=111 N �' - SEE ROOF PLAN - � � � a' ° � � ° - ' ' T %< ' 1= -S REE ENCLOSURE - FOR STRUCTURALI, ,1 I I 1I �. J I I `' ASTM D1557 -1I III = I I �,-, �, (2) HTS20 - i- 47 . E 3" MIN. CLR, - I I 111= I I_ ' BEAM SIZE & (2) #5 REBAR CON 1. V-4" (1 STORY) STD. 90 Fi00K (SEE ��+ I a -4a CONNECTION INFO OU.N O CHAIRS TYP. 4„ V-8" (2 STORY) DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 P.T. 2x 1/2" GYP. BD. i M � I • ' •. ITI- I I=1 i 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6- MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #� w x ¢ SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w j 6x6 P.T. #2 SYP SLAB INFORMATION 2„ HOLD GYP. BD. w 1/2" FROM SLAB � ABU66 SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5 Y2" 0'_0„ CONT. BEAD SEALANT SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND19K-- ° DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE ° ° _31/2" w/ 8" O. . TAPCONS MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT SEE DETAIL 16/D1 FOR CONCRETE SLAB 14" 13" GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD 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 ci M " W/ DRYWALL SCREWS 8"O.C. EMBEDMENT @ 12O.C. �° TO FOUNDATION PADA. a " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. Q ' -I 11-=III-- • ' -III- b I-� III -I I -J-I a -�I-I I I i-- PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN MIN. SHEAR 180#MIN. CONT. BEAD SEALANT M '.. I - �-- _ ( W/ MIN. (2) #5 VERTICALS co z GRADE a _III T oo TENSION 120#) CONCRETE SLAB _E FILLED SOLID (SEE PLAN FOR =4„ 6 x 6 W1.4 x W1 A N SIZE AND REINFORCEMENT) LLJ -11-11 •,-) =I ., T _A k- r WWF OR FIBERMESH Z� w=I I=I I I- =III=I I w E _ ° 1= a w III -III =1 =11 I= z - - i' = BRICK PAVERS or SLAB PER p o _ =I 11=1 • so • �• - - z ¢ N' it=l I= I - ;III=1 a a I� i= a o a- - M- Cr _ _ _ COMMUNITY SPECS � - M 6 MIL VAPOR li'- h� - 0-0 FIN. FLRA& _ _ _ _ _ _ - w SEE A/S3 OR J/S6 I 111 i,Ill ,, I Ii I II I I= SEE A/S3 OR J/S6 -I I i I I I Ml1 „ I II I i�. = _ I I= I= , 1= =1 I 1=1 I 1=1 I 1=1 I 1=1 1 �� 1 =111= I= I= I 1 1=111=11 FOOTING J FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER I -III-I I- III=III=III=III=1 I III=III=I I- U -111-1 I =1 I =1 I I=1 � 1=� 1 I- � I I. 1 � 1TI � I I I I 1 � 1 I I I � I� 1=111=11 I- � BEYOND 114" (1 STOR / V-8" 1 STORY w/ DEPRESSED SLAB OPT. V-4" 1 ST RY I11PAD REINFORCEMENT( ) ( ) 3 MIN. CLEARANCE 8" (2 STOR) V-8" (2 ST RY) � (SEE SCHEDULE) FOOTING WIDTH SEE FOUNDATION 4" 4" CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS rT� INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 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" S3 SCALE: 3/4"=,.-0„ SCALE: N.T.S. ADDITIONAL INFORMATION, ADDITIONAL INFORMATION._') J S3 C� a M � z N S V z o J ME3d O O (Dm W o ©Q 0, o - P Wto 2:: E o � � U 0° ,.. wig _ o U ¢ rn �m N b .n �/� V N. 8 O N +F O z Z UA � U) d W � a 0 -_ �•�•1 �V O ° � U. F( . �C ica � f E 'L. E�•_ `�j•....... �q�`"42 �t* 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD co w M Cl)o __j z Z E W o �0 » Z® Q O E Q= U q�¢r aa W� UOCL O� N p ¢ p ¢ o E Z w L rp ai - c � m z 0Y �-0� m 0 o ox Z aW fn ?l 2 OgO LL �z z a NW W U ado Jz Mj }0 a v zI< ° 3 or L > ' m c I� N i•1 J O Q C: N �• ► ! ■ram z r LO T 2 co m � r ui E ch N () i o Z mE N ai d U _j Q p JOB NO: 19-5901 SCALE : AS NOTED SHEET NO. S3 (MONO)