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i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 5/8 OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ W/2-16d TOE NAILS @ EACH END (U.N.O.) (OR 8" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE WHEN TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 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. (1) ROW 2x BLOCKING @MID CONNECTOR U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) L 1/2" CDX PLYWOOD OR 7/16" O.S.B. — J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 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 INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > T-6". WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. �I 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ "' " " � � SP SPT22 CONNECTOR 5/8 x 10 J BOLT 4 0. . W/ @ @ 6" MAX FROM END OF 2 x PLATE E 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16"PLATE WASHER (TYP.) (1) LAYER TYPE II (#30) 2 #5 CONT. ON 3" r O 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) Cl) T " ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH >4:12 WWF OR FIBERMESH O.C. OR 5/8"x10' WEDGE ANCHOR x 6 WIA x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR 6 x 6 W1.4 x W1.4 D ° ° • (2) LAYERS TYPE I OR TYPE 11 A F F ° ° 4 24" O 2" @ ) WWF OR FIBERMESH ES @ 24" O.C.) 2�� WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. _ - I I —I I —III—III; �I = I II�I �I m ° D D Ar=mi i I II 11=1 I I II I I -I I I; r-1 I I=I I =I D • I I=I 11=1TI-1 a a a o a ° ° . a ELEV.-0'-31/2" Z ° ° ° a a ° a a a o Qa a a A.F.F. 31/2"MIN \ D ° 31/2" MIN D REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. ' — ° — _ = I - -I I �L) I III=� -,II= 1=1 1=� 1=_I I I a a U- 2x4 CONT. ° a a ° a a a ° a �- a a e a a o a a cv _ _ ° III=L=I I IEV' 1/2"(min.)- 4" � m=rli- ° =1 I —I I -' — —_ _ ° - I I= =1=' 1/2"(min.)- 4 — ° = 1=1 I1=- 12 HURRICANE ANCHOR @ EACH ZTy7p.,TRUSS SEE UPLIFT SCHED. W/ VARIES ( ) _III I LI—I i 1=1 I I —III III —III I I I—I1 -1 I I=1 I �=III=III-III=I 1=III= I I "'-�-III I I I $° — a a a ° ° ° a GARAGE DEPTH VARIES a GARAGE _ „ .. r-1 _ 31/2 (mm. - 4 I I-1 I L I __ -III-) I -) I I. I I I III-1 11= I =1 11TI-I I I' •. 31/2 (min.) - 4 T_I I— I I —III III —I I 4" -III=I I=I I' =1 I I I=I I=I I=III J—III, METALPL. UNDER EA. TRUSS a a a a a° a 11= L� ��I III- L,I I, I o a 9 -I „III ��IIIII„II ,;,III T= MOISTURE BARRIER (2) #5 CONT. 4" 1'-4" 8" 6��„I (2) #5 CONT. 4 j � g TYPICAL INTERIOR BEARING MIN. U.N.O. MIN. INSUL ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL STEP C rcC NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION "= V_ � SCALE: 3/4 -1 0 S3 "= '- " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. 11/2" - 5/8" OR HIGH ALUMINUM DRIP �q� STRENGTH CEILING EDGE cU�`01 BOARD PER CODE (R GE ALUMINUM FASCIA GYP. TYPE "X" @GARAGE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Q�5'��os� W/A HABITABLE ROOM 12" N.O..2x SUB FASCIA NAILED W/ 8d COMMON NAILS 4" 0/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS 7" O.C. @ HEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �M�Ms MAN , 6o "Ir"J �N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS S EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C f FOR WALL HGT. _< . (2) NOTE: "x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1 #5 CONT. � 1 x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR ' FOR WALL HGT. > 8 -6' . CHART ON FLOOR FILLED SOLID W/GROUT PLAN - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION GYP. WB (MIN.) 1/2"SIDE 1x2 P.T. HORIZONTAL SEE CC/S3 OR N G/S3 FOR ANCHOR "J" LAYERS W/ TOTAL THICKNESS 7/8" OVER 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 NOOK DETAIL .GARAGE USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"' EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON 5/ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 2X P.T. PLATE 3500#, MIN. TENSION 2600#) c SPACE ANCHOR E *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP 24" MIN. LAP [ ] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - `� 2x P.T. PLATE '- FIBERMESH WEEP SCREED INSTALLED :. BAR w END OF 2" x PLATE WWF OR FIBERMESH M ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C. ASSUMED FINISHED ° = GRADE PER MANUF. - - p D ' D . z N #3 OR #4 REINFORCING BAR W GRADE 40 MIN. Fy= 40ksi #3 & #4 LAP SPLICE D ° p ° D, _ I H I i—I f lI ��=1TI= 11=1 I 9 1 1/2" GYPSUM WALLBOARD O #5 VERT. IN FILL CELLS SEE ( MONO OR STEMWALL z o FOOTING MONO SHOWN o ° . - �--- D FINISH GRADE °O Cl) - - - D D '!I= _ III=I I I Cf)=1 [GRADE 60 MIN. Fy= 60ksi] a'- 25" MIN. LAP [30" MIN. LAP] J wI�I�I=III— _ I — D • —I U.N.O. FOUNDATION PLAN FOR LOCATIONS) 0o FOR CLARITY D o �D D _ _ p p e o 0 1=III=1 I= 1=1 I=1 -� _ _ _ _ � 6 MIL VAPOR BARRIER III ; ° I �I I I W I M_ I, I I ( 11=II1 I�� _ z I I I (=L�II I -II f #5 REINFORCING BAR R 1 7/8 -'' I� —I�� III —II I�ITIII III- 1x4 P.T. BASE NAILER I_I I_I—III III III- z — r — I I I I III—III=1 I—III-1 � #5 LAP SPLICE -L — (2) #5 CONT. I _�_T, 4"x4" INSPECTION o Lo o _— NOTE: I III III III=1 I I-1 -1 I l I I-III-1I III—� I' ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH *FOR BEARING WALL g III III I I I=I I I= =-i T I (1= 1= I 1-1 I li COMP. SOIL. (COMPACTED TO _I _D 36° MIN. LAP 36"MIN. LAP] [ (TYP.) 8 1 4 8 FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB -I W/ UPLIFT ONLY _ _ - - _ _ _ - _ 95%MODIFIED PROCTOR ASTM I �- I =III=III=III= I I I =�W i , •I) I II III=III=III=� 10" c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER _ _ _ - I- III= = III— I— I -I I -I I= — III=III (=1 I=) =1 I =1 1=1 -) -III- - =1 - 11= 1=III= = (=1' D1557) T-�-� �- �-� p 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HC1OK MUNICIPALITY. TO CUT BLOCK OR POUR =1 ,_, � I -I I ITt, E III -,I - II,;,ITI„ 1-i i l-i i l= � � - #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE --III,; CONCRETE SLABW/6X6 11 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT rG WWF OR - DECO FINISH 4" to 6" "FIBERMESH" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 •� � SLAB INFORMATION. SLAB INFORMATION. L i r I'00 Cl) _ - ° y °D I �NM ' 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 _ ° OP 6 MIL VAPOR � D � I I = - z -� 3 1/2" WWF OR FIBERMESH � 4' FRAME -DOWN FALSE BEAM w/ (3) 10d NAILS TO TRUSS OP CHORD SEE ROOF PLAN FOR WWF OR FIBERMESH N S.G.D. (U.N.O.) r •' Cl) -I 'r I min.) TRUSS - 4 � M a BARRIER / D a - C„ 4 a n - a • GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION. INFO &LAYOUT DESIGN COMP. SOIL. -_ _-_-_- - -_ -_ - - - - - I I—r I —I I i I —I— TOP OF BEAM _ 4 Q IIII) (COMPACTED TO 95% - _�_� I I— III _ _ — - - — (1) #5 REBAR w/ OPT. _ _ - - - - SEE ROOF PLAN - - - - a A 4 =i1I � c a ' 4 Ir MODIFIED PROCTOR -►TI= ASTM D1557 _ _ =III= 11= I I=III= I ,cOEEN ENCLOSURE —I �- - I II III=1�T III -I I I I FOR STRUCTURAL BEAM SIZE & _ _ _ _ r- = I I III III —III I I III . N ' 3" MIN. CLR. (2) #5 REBAR CONT. 4" 1'-4" STD. 90 HOOK (SEE II- II— I Il 4 r �" s aaP.T: w PLATE - CONNECTION INFO III- ON 3" CHAIRS TYP. MIN. 7r1s° I I U.N.O. DETAIL) ° S'e' ° I 2x4 #2 SYP P.T. FRAMING w/ I SEE A/S3/J/S6+- MIN 7/16 O.S.B. SHEATHING TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L °aAESP� I ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4"=1'-0" S3 SCALE: S3 co coLurnNlocATION co o I— SCHEDULE a OPTION #1 1/2" GYP. BD. ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > SLAB INFORMATION. 291, i 2 ROM SLAB Q � SLAB STEP & RECESS S.G.D. M 01_01, J CONT. BEAD SEALANT SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5 Y2" DEEP SCALE: 3/4"=1'-0" S3 AND 6" BEYOND DOOR TO `� STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND 2X STUDS 24" O.C. U.N.O. ° ° INTERIOR @ & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT ^ a 4 ° -3 1/2" .SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND 14" O.H.D. RECESS 13 O.H.D. RECESS GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS Z T;; = `�" CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL -- EXTEND FILL CELLS " M A ' + EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART TRIM PER PLAN TO FOUNDATION PAD N ' MAT REINFORCING. �_— CONT. FOOTING STEEL T - - - = I "' III -III -III • : = I_ -I I I �• - coa-•• r •' . •' • -IT - v I I-9 -t-I-� =. I== ,,,. '. ` III I �-� • - II-I�1=� ON FLOOR PLAN PLATE TO CONCRETE ^ (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT SQUARE CMU BLOCK BASE SIZE VARIES PER PLAN co _ z co - GRADE aa _ :•: ' .'. d 4 ' ;� : 4 I °° .: ' . :' - -) I I=III •tl ; I °a' TENSION 120# CONCRETE SLAB E _ ) :. v N M w/ MIN. (2) #5 VERTICALS w III III I=III—III =1 =1L=II••., ,. •,''.• ' 1=1 I I I I ICI '.a •, '':' =1 T 6x6W1.4xW1.4 ° �- c WWF OR FIBERMESH FILLED SOLID o z= _—I a w a a• 1=1 —III—I 1=1 III W —111-1 •� I —III - —III—I I :•�: ` ': —I k M _ _ _ _ a ►= w o W = I -III I=III=III= z -III= • ' °• —_ —Q l�III-' �� III'.,: r` - - -I-ICI-1 ° �'=1 1= I= BRICK PAVERS or SLAB PER o o " N _ _ _ _ _ - z_ `' Q SEE A/S3 OR J/S6 -) III=� • I I III- I I l l�- " 113" _' _ =I I III=III • I I 1- III III 0'-0"FIN. FLR.� COMMUNITY SPECS _ - - _ -_ - Cl) 6 MIL VAPOR =-1i' =1 1=_ 1= - Ih=1 =— - — - --- @ LI 1=C I -III -III -III -III -III - - - = 1=1 I 1=III=III I -III-III-= -� FOOTING -' I III=III=III= =1 I ( 1=III=1 I c) FOR REINF. INFO. MIN. CLEARANCE FOR REINFRN 0 3" MIN. CLEARANCE BARRIER =_ =III I -III III=� 1- = - I I= I I=1--III=III ,� - 1=' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) I I III I I I III -I i t - - - - ; . >'' '. • •4. PAD REINFORCEMENT 3 MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( ) V-8" 2 ST RY ( ) n 4 4 •• :� '. SEE FOUNDATION ... CONC. PAD INFO. FOOTING WIDTH R SEE SCHEDULE GARAGE DOOR SLAB RECESS J 1 GARAGE DOOR SLAB RECESSrT� INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMINGe12 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"=1'-0" S3 SCALE: 3/4"= V-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. Log M O _ Zoe z Q13 J V) (D u) 4—J LLs •U — w OImo° ~ 0 u 00 M W a-- E — N C (t{ CO m a M O o0 Cr-U-co he 0 < r- CLO C O—) A� B Do NCBDC it r,._ ee0.4 to—i M t CO N M s LL Je IN IL: LL W S tv -CN, To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z tV O� O > (n cM O M Qtj fULn Q LL v Q00 Q � E Z J W [t' J oz o Lo LU z a aQ E� U) wQ�a u o� Z W W W 2oz C, �o RU J o _! Q zZ Yo ¢z 4 Z Ln 06 = as L 0 z a a Q z o� a01 o� LL,x05 •` t\ ILL z��J Z L<J Ii waa 020 J -I L1.! 11J x cn o z �¢~ M Q Z Q�Z k � Z Z � a z m o ^ Q = J O az T, a L SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 1 0 SHEET NO. S3 (MONO)