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' 5/8"OR 1/2" HIGH STRENGTH J TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOENAILS @ EACH END s (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR „ GYP. TYPE „ X„ @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS, PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE 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. (12)10d NAILS U.N.O. < 2x #2 SPF STUDS HGT, FOR WALL HGT. 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. 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. > 8'4% @ 3rd PTS FOR WALL HGT: > 8'4% 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4 O.C. @ BOUNDARIES, 6 O.C. @ APPLICABLE. `v 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •� 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/ 1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 ., 2"0016" PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH Cl) " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR �1=►J1�-1 I II II -1II _I-°T111I° 1I1=I•1I1=oI1III1-=ii , I 1I -=7I 11I=-1 I1 I � l=--Ii I1I1==II 1I I x I 6=I I W1.4 1I.4 �x W1.4 f- - I •I. I 6I Ix 6 WII II 1.4I I- xIIW1.4 A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESHPITCH > 4:12 (2) LAYERS TYPE I OR TYPE II 31/2"MIN. WWF OR FIBERMESH 3 1/2" MIN. (#15 OR #30) UNDERLAYMENT " FOR UNDERLAYMENT FOR ROOF PITCH 4:12 O�3N4 T.-4" 1/ '( i 51, 1/2"(min) n.)REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ELEV. 0-31/2OR LESS. ° ° a x4 COA.F.F. N° oo TRUSS @ 24° O.C. U.N.O. C"!— "(min.) 4"=—12 II1 g I° a ° _ 3 /2 —a (. 4 (P.) VHURRICANE ANCHOR EACH GARAGE DEPTH VARIES I ° _I I TARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" ° 11=1I METAL PL. UNDER EA. TRUSS WI= .] I & 1 MOISTURE BARRIER (2) #5 CONT. 4„ I —II 8„ (2) #5 CONT. 4„ 8„- 4 n TYPICAL INTERIOR BEARING U.N.O. MIN. INSUL ION LE SHINGLE ROOF U.N.O. MIN. 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL �a STEPrc C A� NAILING SCHEDULE ON SHT. „= „ a- „ "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" 53 SN1 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 SCALE: 3/4 -1 0 53 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2" HIGH ��NvO s STRENGTH CEILING ALUMINUM DRIP BOARD PER CODE (OR 5/8" EDGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING ecs' GYP. TYPE "X" @ GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/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 SCREWS @ 7O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �M �o �N °�s 1 MID HGT. () ROW 2x BLOCKING @ CEILING & 8" O.C. WALLS SHEET LOAD BEARING OR 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C / coN /� FOR WALL HGT. < 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT EXTERIOR WALL THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: @ 3rd PTS SEE SECTION C/S3 FOR ROWS 2x BLOCKING CHART ON FLOOR BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT - 1"x P.T. STUD #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 FOR WALL HGT. > 8'-6". ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR G/S3 FOR ANCHOR c`t„ 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 x S BOLT @ 24" O/C WI 2"°X 3/16" 3RD LAYER 1/8"THICK. K.O. BLOCK N (10)10d NAILS STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR @ W PLATE WASHER TYPICAL PLATE IMPSON SP1 w/ (10)10d NAILS @ EA. STUD 2x P.T. PLATE -- TYPE "S" MORTAR WALL SEE GG/S3) x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR G *SIMPSON SP1 (6)1/4"x31/4" 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 BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 iv w/ (10)10d NAILS - FIBERMESH WEEP SCREED INSTALLED BAR a I— END OF 2 x PLATE WWF OR FIBERMESH r " ARCHITECTURAL TYP. `� 2x P.T. PLATE ASSUMED FINISHED .; PER MANUF. #3 OR #4 REINFORCING BAR W Uj ' ° . x 1x2 PT WD FURRING @ 24 O.C. FINISH ; GRADE #3 & #4 LAP SPLICE y- a GRADE 4o MIN. F - 4oksi � [ GRADE 60 MIN. Fy= 60ksi] � , D - _- - - a —I 11=1 I I —I �=1 I I=1 I� 4 p I e u D N z r D c ,10 1/2" GYPSUM WALLBOARD 1 #5 VERT. IN FILL O MONO OR STEMWALL Z ch - - - . -' FINISH GRADE 25" MIN. LAP 30" MIN. LAP [ ] � I=1 I �I I I —III I I I I 1=L1-1 I —r � 1= o • • -I' _I = U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS FOOTING MONO SHOWN FOR CLARITY D o p ° D o _ _ ___o0 1_III_III_I11—I1I_I11-1 -III- ° . D 6 MIL VAPOR BARRIER i � 1 e I-1 I I - - I -I I I -I -_I-_ T I I=�=1 I(=1_�1-- —__— z #5 REINFORCING BAR LU m R 1 7/8" 1x4 P.T. BASE NAILER 4"x4" INSPECTION p p o ° ° o° 1I —ill—I I1=111=111=11- z 1=III=III=III=III=III=1 I I ° . I • II=1-I III —II I —III- N 11I I i=III I #5 LAP SPLICE (2) #5 CONT. ON 3" CHAIRS NOTE: I I ° I =1 I— =1 I—� I 36" MIN. LAP MIN. LAP] r\ „ 31/4 BASEBOARD PORT AT EACH g *FOR BEARING WALL III —III —III —III —III —I 1= N -i COMP. SOIL. (COMPACTED TO -_ o . _ _ __ [36" 8„ 1.4n 8n (�'P•) FILLED CELL TYPICAL W/ UPLIFT ONLY ifIII=III=III=III=I - - - - 95%MODIFIED PROCTOR ASTM ' I I I I— I —I I N 11=1I I I I I I, 1 I= 10" N N MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER co U) AT GARAGE CONTRACTOR I =1 =1 = =1 (= =I 1=I 1=I =1=I =1 1= 1 = =1 1= I= = = 1= I I- 1= I I- =1 = =1 1=1 I 1= I- 11= D1557) I I IEr� r�!:TT 4" V-4" i � l� #6 REINFORCING BAR #5 STD. 90 HOO co MUNICIPALITY. TO CUT BLOCK OR POUR--T_-1T - I�=„I=„I„T I-1T-T— #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE 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 m WWF w1.4xw1.4 wwF OR "FIBERMESH" � DECO FINISH 4" to 6" 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 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 ` G SLAB INFORMATION. SLAB INFORMATION. r T - ° 1,1 ° I I, 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 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 r = 6 MIL VAPOR 0 1 = = z �- min.) 4 „ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M �N ° M e o BARRIER 'r a C ° ° ' -v GRADE „ AT 24 O.C. MAX. CONNECTION INFO J • COMP. SOIL. ° I - - O° _ _ _ _ -_- ='�r & LAYOUT DESIGN ° _ - ° •. ° - TOP OF BEAM N (COMPACTED TO 95% - � - [- m _-___- _ - -° =(1) #5 REBAR w/ OPT. SEE ROOF PLAN �_ _ - - ° ° a : ° o MODIFIED PROCTOR - - - - - _ FOR STRUCTURAL -? I ASTM D1557 IF, I I �-I I� I1=1I I- If SCif2E[TN_E,NCLOSURE -I I_ III 1=�1 f LL, (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L BEAM SIZE & �' a CONNECTION INFO Th I a I I- I :. 1 2x4#2 SYP P.T. FRAMING w/ 1 MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6- zATTACHED PER NAILING FOR REINF. INFO. co o OPTION #1 SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x 1/2" GYP. BD. > J SLAB INFORMATION. 00HOLD GYP. BD. �_ Uj SEE FLOOR PLAN FOR i 200 1/2" FROM SLAB w STRUCTURAL COLUMN SIZE SLAB STEP &RECESS S.G.D. M 01- OPT: DEPRESS SLAB 5 %" 0,_0„ J CONT. BEAD SEALANT SCALE: 3/4"=V-0" & BASE CONNECTION INFO. S3 DEEP AND 6" BEYOND BLOCK WALL BEYOND BLOCK WALL BEYOND ¢ INTERIOR DOOR TO RECEIVE 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE = PAVERS /DRIVEWAY a -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" MASONRY WALL AND EXPANSION JOINT _ CONCRETE SLAB 14" 13" . GARAGE ATTACHMENTSCOLUMN TO O& 18/D1 RCH L PAVERS O.H.D. RECESS z O.H.D. RECESS E O.C. PAD FOOTING ^"' M ' CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. ATTA HME N SO BEAM TRIM PER PLAN 8" MASONRY WALL -- L` EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. EXTEND FILL CELLS - °� TO FOUNDATION PAD _ o r a , • " STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. N ' Cl)1 - - - - '.. . `. • ON FLOOR PLAN SIZE VARIES PER PLAN M - - - � •• • • • -• - . ��7}- � � PLATE TO CONCRETE ;ITI=LI I �f , ; • I I`) 1-'�I ;I i �L I •.. ` L=� I (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo Z GRADE a III=�-1 oo TENSION 120#) CONCRETE SLAB E Cl) FILLED SOLID (SEE PLAN FOR 4 I —III=1 1 I - _ �_) I :. •:' .. I I= 4 _ 6 x 6 W1.4 x W1.4 N SIZE AND REINFORCEMENT c� = I - °- a•=1 -111= -1 —I I . I— I- _ I O4 a =—III—I —III—III—III—III w •� .•y • . •. Ei c ch a O W (� W —III - • • a• _ I=1 I (= Z o �fl—I ( : •, .•` ll l I I I : •, .• —I c WWF OR FIBERMESH c, w 0 _ U 11= -1 I_L- , - _ = i'�III=1 a BRICK PAVERS or SLAB PER o o lit11=1 1= 1=_ _ - _ - - COMMUNITY SPECS " � - BARRIER — _ 0'-0" FIN. FLR: I IEEE =111=III=1=1 I =1—III W I- , I I� I I Ii IJ, , , Cl) 6 MIL VAPOR = = = = Ih� _ _ _ _ _ _ FOOTING -' SEE A/S3 OR J/S6 L I— I I I I I= SEE A/S3 OR J/S6 - I i I=III-_III=I I I=1 1=1 11=1 11=1 F -I I III -I 11=1 I I -III= I 11=III=III U FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE =III-) I = =) I 1—III-III- I I-1 I=1=III-III I III= I- BEYOND - 1 p (1 STORY) / 1 8 (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4 (1 ST RY) —1 III 1 III=1 I L :_ .• : PAD REINFORCEMENT 3" MIN. CLEARANCE \ 1' 8" 2 STOR 1'-8' 2 ST RY —III—III—III—I •1. ! SEE FOUNDATION ( ) ( ) 4" 4" �.. • coNc.PADINFO. (SEE SCHEDULE} FOOTING WIDTH SEE SCHEDULE ......:..... GARAGE DOOR SLAB RECESS ,J 1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING KG12 PATIO COLUMN FTG. DETAIL N W SCALE: SCALE: -0" SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 53 SCALE: N.T.S. S3 a ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. C9 zo z� J d 0 C9 W a--+ C) 0 L11 s o 0 U W �� p — U N M co® N U N O O = -5 lL W ¢rn O rn¢o D. N. C.B.D.0 eee oe .ee 0 � nV�y�bo o �• � F-' Z �� w h = 4D € LL. v�4 M ww To the best of the Engr ^ '¢ knowl orma d belief, the structural plari"srared sfjeti t'�,�]� $ ,ed within these drawings comply Huthnfi8�37-rida 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 0�1, rn > U.) O M Q U-) f0 Ln °' uNi�Ln H � V Q Z W J 0 d' Mj z W� za �a F wa-,'0 �zgo Q ZWwIX � W �oz J Q a �a o UFUo J Q go z 5 Ole$ z a� z 4� o.�� r-I 0 Q U = Q� J 0 a k f V U- z o �cQa Z EQ�o J W w =S W,= rl W Q z � P Z V a~z N O Z Z � D m O^ C� g az £ r--i Ul) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. S3 (MONO)