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I 7VIr i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPFTRUSS BOTTOM CHORD OR 2x4 #2 SPF 5/8"OR 1/2"HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS 5 „ „4'� BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) (U.N.O.) (OR / GYP. TYPE EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROSEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) 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 PLATESTUD 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. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILSU.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.C1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'4% 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 @ NSULATION PER CHART ON FLOOR PLAN O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.G. @ @ 24" O.C.) 3/8" 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 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 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"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND 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 WILL NOT 2x P.T. BOTTOM PLATE OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL PITCH >4:12 P ,A v 0 2„ x6W1.4xW1.4 ATTACHMENTS -� / 2,1 6x6W1.4xW1.4 (2) LAYERS TYPE I OR TYPE II ° A.F.F. WWF OR FIBERMESH MEN S \/ \ WWF OR FIBERMESH C. l Ar 31/2"MIN. 31/2"MIN. (#15 OR #30}UNDERLAYMENT -I i= I — '° a ° a .° „ z FOR ROOF PITCH 4:12 M LESS. II D _ I — — a ` ° ° ° a ELEV. -0-31/2 _ FOR UNDERLAYMENT — ' ° ° °° A.F.F. LI —I I i —� e 1 1 —I ° ° ° a ° °REQUIREMENTS SEE R905. I— — — — a ° a 2x4 CONT. a j� PRE ENGINEERED WOOD - -� — _ — _ ° ° ° a ° d ° ° O c z pI I I31/2" min. 4" ° ' __ 1/2" min. - 4" TRUSS 24" O.C. U.N.O. -�1II— I— �r __ = I _` r ° a c� ' p ° ' — _ _1 ( )- 00 _ e ° . �j ( ) 12 HURRICANE ANCHOR @EACH T I _ 111—I = I i . I ° a I I° g ° a 31/2"(min. �L, — •' =r 31/2"(m(TY7.) �I ((rlGARAGE DEPTH VARIES ° _— _ _ — — — VRRIES TRUSS (SEE UPLIFT SCHED.) W/ g 1� ii � — Tr ' ° ° I Tl —I �f� 1T( III III I -TI�I 1T METAL PL. UNDER EA. TRUSS ° ° ° 9 I —I I 1 =I�= ( I i ` -' I I I I= — �.II-F' (2) #5 CONT. " ''� � , " ,1, (2) #5 CONT. 4" erg" I MOISTURE BARRIER TYPICAL INTERIOR BEARING 4 1 � $ 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 B TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rcC NAILING SCHEDULE ON SHT. „= ,- „ S3 � " S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION SCALE: 3/4 -1 0 SCALE: 3/4 -1 0 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 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. ens' -c\Vs�GJ ABOVE) W/DRYWALL EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C ��N�M�o s SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD INSULATION PER FBC AND ENERGY 1��N (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' 8"x8"X16" KNOCK -OUT NOTE: ROWS 2x BLOCKING @ 3rd PTS INSULATION PER 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR 7 BLOCK W/ 1#5 CONT. 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 PLAN SEE CC/S3 OR N LAYERS W/TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 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. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT 518"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" (10)10d NAILS NAILER BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5!8"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 GG/S3j 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ x SPACE ANCHOR 3500#, MIN. TENSION 2600#) *SIMPSON SP1 (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] J BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 #5 REINFORCING SPACED EVENLY cv w! (10)1Od NAILS - FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M `� 2x P.T. PLATE ARCHITECTURAL TYP• r c PER MFR INSTRUCTIONS c p p. . FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR i i _ GRADE 40 MIN. Fy= 40ksi a p. 1x2 PT WD FURRING @ 24 O.C. GRADE �, ° z_ #3 & #4 LAP SPLICE CD -1 ��=I I ICI I I m 1) #5 VERT. IN FILL z C, P FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ks1] Q — — . • . • T , 1/2 GYPSUM WALLBOARD ( MONO OR STEMWALL � p. �L� I MI FINISH' - CELLS (SEE FOOTING MONO SHOWN o — — — — U.N.O. °° � _ O° 6 MIL VAPOR BARRIER — I I � P ° =11 — I = °0 � FOUNDATION PLAN FOR CLARITY ° e ° �, #5 REINFORCING BAR R 1 7/8 FOR LOCATIONS) D o ° 1=III=III I I=III—I 11=1 _ �, z 1x4 P.T. BASE NAILER ° z ° 4"x4"INSPECTION D. ° Dp ° D III —III —III —III —III —III- � I ..• .• I II � j-i—r�T T � #5 LAP SPLICE (2) #5 CONT. 31/4" BASEBOARD NOTE: g 11111 111 I II I II I II I II I II III 111 I II I II � � _ k1q PORT AT EACH *FOR BEARING WALL _i r COMP. SOIL. (COMPACTED TO ° _ FILLED CELL TYPICAL i=III=III=III=III=iI 95% MODIFIED PROCTOR ASTM"M I _ W/ UPLIFT ONLY — — _ MIN. 2500 PSI CONIC. SLAB _ _ _ _ _ _ _ I II co AT GARAGE CONTRACTOR I � I=I � I=I � 1=III=I � I=1 � I=1 � 1=I 11=I 11=1 � I=1 I I=1 I I=III=1 I I=1 � I I � D1557) — I ��,-rr—�— MIN PSI MAY VARY PER TO CUT BLOCK OR POUR _I I, I II i = =1 I= 1=1 I= I=1 =1 1=III=III=1 I iI 1=1 4" V-4" MUNICIPALITY. —III-III_-III I it II ll I ;III ;III-1 I =1T_ CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING VV1.4XVU1.+ WWF OR 'FIBERMESH" 3 `v �_ — e e y D DECO FINISH 4" to 6" BELOW GRADE - Z 00 I SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 314"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 C_, _ ° 0?31/2" =11 WWF OR FIBERMESH 6 MIL VAPOR o Ir IrPY = Z IT min. 4 BARRIER ; p 9 • • ? ° a �r GRADE COMP. SOIL. ° 1= r oo a • — — — (COMPACTED TO 95% -� I i =�� I I III I III-11=1 1= _W101 t I r-I 1 r—I (1) #5 REBAR W/ OPT. MODIFIED PROCTOR - I I I I—( (-SRE. N ENCLOSURE ASTM D1557) " - 1- ( mo) I I-�' 3" MIN. CLR. I (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 1'-4" (1 STORY) STD. 90 HOOK (SEE 14� MIN. U.N.O. 4" 1'-8" (2 STORY) DETAIL) TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=1'-0" S3 OPT: DEPRESS SLAB 512" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14" O.H.D. RECESS PAVERS q' z "�i' 2 00 T SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS d CV ' M 04 co L l� • . •,.. ,,..... —III=11I '4„ I o0 III -III -•��' �•' ' •� II I i SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 1/2" GYP. BD. P.T. 2x 2„ HOLD GYP. BD. 1/2" FROM SLAB 0O1-0 CONT. BEAD SEALANT INTERIOR CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 60 1-11 ;III-1 M 6 MIL VAPOR BARRIER — — ' 1 11 Li ' 11111111 III11 III I —I I I —I 1 1-1 1 1 III 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 — ON 3" CHAIRS 36" MIN. LAP [W MIN. LAP] lxxx/x(TYP.) 10" „ „ 8 1-4 8 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF_"� WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 VARIES SEE PLAN 1 1 RECESS FOR W1.4 xW1.4 WW FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN . S.G.D. (U.N.O.) OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS ° AT 24" O.C. MAX. x , x CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN a —� TOP OF BEAM - Tfln-Th,I r (2) HTS20 SEE ROOF PLAN FOR STRUCTURAL I_I= —I — -1I I BEAM SIZE & _ � N ' a L� CONNECTION INFO Cl) I - 2x4 P.T.16 I 2x4 #2 SYP P.T. FRAMING W/ _ PLATE i „ SEE A/S3/J/S6 I�--� fi MIN 7/16 O.S.B. SHEATHING fi 11 o.s.a. z ATTACHED PER NAILING FOR REINF. INFO. w ° SCHEDULE OPTION #1 COLUMN LOCATION Q > SEE TYP. WALL SECTION FOR ADDITIONAL w 6x6 P.T. #2 SYP SLAB INFORMATION. o LU W ABU66 SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" �,S3,) 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"xT TAPCONS AT 8" MASONRY WALL AND GARAGE COLUMN TO PORCH SILL O.C. PAD FOOTING ATTACHMENTS & 18/D1 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL W/ DR SCREWS @ 8"O.C. ATTACHMENTS EXTEND FILL CELLS TO FOUNDATION PAD INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo z GRAD 4 FILLED SOLID (SEE PLAN FOR _ _ _ = a 4 _ ` 6 x 6 W1.4 x W1.4 iv ' SIZE AND REINFORCEMENT) c7—III ° °• III=1 (=1 =1 r WWF OR FIBERMESH r z w o=III—I I I I=1 I I III —III —III w I I=1 11=1 I ° a BRICK PAVERS or SLAB PER o w '� o o = = = • • °• z OMMUNITY SPECS BEYOND PAD • �i,✓�i✓i�•O�!i� i ' 'vv�ii�p3vii!iG✓iii SEE FOUNDATION (SEE SCHEDULE) TAPERED -.MIN. CLEARANCE ..rN a a a N O 7 _ co .0 ¢NQ O Q z Q� 7 J M d N _ M � z o LL U 1 2 U � O w N c E V ~ 2 v M m r- R E 0 3 ® w a i = a U o N • Q 01 M sm N N 0 h �� c w W z p W � � Z O = °'fFt 0 two , LLZ+l Q N W,d°° �o.c°� �r(Y.. U a �•�- O o c.: r/ffftt4€€tik'�, To the best of the Engineer's 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. co M M �z W L o F wo Q- O 0 wz z® E V t— a- X O a� oa W ¢ 0 UU ZE O N z w o 0 <z nn z ¢� d y r. /) C - a U Wm<W m0 2 ( r J . ern ,z ;S o o U a w W � wWy i' CD WCO (7 a x IIIIIIIIIII� zI¢ ov 3 N O >M ^L. W �— M M ,.� > T_ O <C C o N %%-.00 o LO Ln ... J r CD LO r I M N M cO I- r Z M Q E o 0 o € 0 U _j Q 0 � JOB NO: 19-5332 SCALE : AS NOTED SHEET NO. S3 (MONO)