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5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF „ „ TRUSS 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 s „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (OR / GYP. TYPE X @ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) .) EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM GARAGE ABOVE 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/ 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. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. — —I @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR 2"x3/16" PLATE WASHER (TYP.) WALLHGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". (ALT: 1/2"x12" TITEN HD @ 24" @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z a 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 O.C. OR 5/8"x10' WEDGE ANCHOR NSULATION PER CHART ON FLOOR PLAN @ 24" O.C.) "SIMILAR AT FOUNDATION ONLY" 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c E SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 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" �' 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND (1) LAYER TYPE II (#30) 6 x 6 W1.4 x W1.4 CHAIRS TYP. (TYP.) Cl) M ELEV. 0-0 (ALT: 1/2"xl2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH OR 5/8"x10' WEDGE ANCHOR @ 24" x W1.4 x W1.4 INCLUDE THE WALL 6 x 6 W1.4 x W1.4 0 ° � 2 LAYERS TYPE I OR TYPE II ° ° d ° A.F.F. O.C.) 2„ WWF OR FIBERMESH ATTACHMENTS 2 �� \ WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. rA . .. a ° °' o D I —� r — I ° ° ° ° ° ° ° ° ° q ° ° ° ° d ° ° a ° ° ° ° z ELEV. 4-3 1/2' a o A.F.F. O 31/2" MIN. ° 31/2" MIN. j ° REQUIREMENTS SEE R905. PRE ENGINEERED WOOD ° I - ° ° ° ° ° ° 2x4 CONT. ° ° ° ° 4" ° 1/2"(min.)- 4" 12 TRUSS @ 24 O.C. U.N.O. I _ I I -I T ° ° , ° ° ° a ° ° a ° a , ° I I° o ° ° Tf31/2"(min.)- —--� 1/2"(4 31/2 p ° • . r o0 4 - C31/2-(min. HURRICANE ANCHOR EACH @ _ — , d GARAGE DEPTH VARIES ° ° a min. - min).. — — �� ) - (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ g ° ° ° _ — I — _ in F METAL PL. UNDER EA. TRUSS ° ° ° g — MOISTURE BARRIER TYPICAL INTERIOR BEARING (2) #5 CUNT. 4" 1' 4" " 111 8" (2) #5 CO_..LT 4" g MIN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP rB U.N.O. MIN.U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc"',�TYPICAL BEARING WALL @ STEPrCC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1-0 „= , „ 53 SCALE: 3/4 -1 0 „ 53 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP ors CCN�\NCJPE�� STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING osE Qr GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM �12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS 7 O.C. @ „ EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ 10 MjN�� 5 (1) ROW 2x BLOCKING @ MID HGT. CEILING & 8" O.C. WALLS LOAD BEARING OR44 EXTERIOR WALL 8" C.M.U. INSULATION PER FBC AND ENERGY FORM SUBMITTED WITH PERMIT \� ooN / ` FOR WALL HGT. < 8'-6". (2) NOTE: 7 INSULATION PER 8,x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR 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 1/2" GYP. WB (MIN.) @ GARAGE PLAN 1x2 P.T. HORIZONTAL SEE CC/S3 OR c-`t., G/S3 FOR ANCHOR "J" LAYERS W/TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON N w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" BOLT @ 24" 0/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK IL (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR { IF NO UP LIFT ON WALL SEE GG/S3 ) @ 24" O.C. VERT. OR 5/8" x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w! (10)10d NAILS @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#} _' \\ * SIMPSON SP1 (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -� SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 iv w/ (10)10d NAILS "' 2x P.T. PLATE FIBERMESH :. WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH , ARCHITECTURAL TYP. r- ASSUMED FINISHED � PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w o ° 1x2 PT WD FURRING 24" O.C. @ FINISH ' ' GRADE ° z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a r — I 1 #5 VERT. IN FILL () MONO OR STEMWALL ? < D FINISH GRADE aO v. [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] p . —s T? 1/2" GYPSUM WALLBOARD CELLS (SEE ° FOOTING MONO SHOWN p — w U.N.O. FOUNDATION PLAN FOR LOCATIONS) p p oD FOR CLARITY ° D D p I=I 1=1 =I =I I=1 =i 6 MIL VAPOR BARRIER I P e. ° .' — r z #5 REINFORCING BAR R 1 7/8" `�- — p p ° N 1x4 P.T. BASE NAILER ° III D —I � I— � —III— � i—III- ? I . ,• ° r #5 LAP SPLICE 2 #5 CUNT. - — 4"x4"INSPECTION D ° NOTE: ° p p I —I I—i I I —I 11=i I I —I 11=I I M I — ON 3 CHAIRS 31/4" BASEBOARD PORT AT EACH g I I FOR BEARING WALL I=III=III=1 —I 1=1 � I-1 I I —I 11=1 11H i� I I=1 � I=1 I T' COMP. SOIL. (COMPACTED TO —_ n 36" MIN. LAP [36" MIN. LAP] (TYP.) g" 1'.4" 8" FILLED CELL TYPICAL W/ UPLIFT ONLY _ _ _ _ _ _ _ — = 95% MODIFIED PROCTOR ASTM t — I r 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER �., AT GARAGE CONTRACTOR cn III=III=III=1 1=III=1 11=III=1 11=III=III=III=1 I I=III=1 =III-1 I—III=1 I I—III=1 I—III=III—I=III=1=1 1=III=III— _ I I=1 I M 1 D1557) 4" 1'-4° #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR—I-1 L=1 1 I 1 li I 1=I I 1-I I 1=1 I 1-1 �'— #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE 11 it CONCRETESWFOR X6 0- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS F WALL W/ UPLIFT G W1.4XW1.4 WWF OR 'FIBERMESH DECO FINISH 4" to 6" BELOW GRADE „_ , „ SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1-0S3 SEE TYP. WALL SECTION FOR ADDITIONAL „_ ,_ „ SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 „_ , " SCALE: 3/4 -1-0 S3 SLAB INFORMATION. SLAB INFORMATION. E- 'v CV '' °► r, `v `ES I = Z A � 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR A I 6x 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U.N.O.) OR FIBERMESH 6 MIL VAPOR ► i min. 4" 10d NAILS TO TRUSS TOP CHORD FOR TRUSS f BARRIER , p 4 D A a a "v GRADE AT 24 O.C. MAX. SE E PLAN FOR"N " " CONNECTION INFO 4. • COMP. SOIL. . - a 00 • TOP OF BEAM &LAYOUT DESIGN a _ { COMPACTED TO 95%% I (1) #5 REBAR w/ OPT, SEE ROOF PLAN - Net _ ° a , c <: A • a -� MODIFIED PROCTOR - — I — S E�I F�NCLOSURE (2) HTS20 FOR STRUCTURAL v r _ " ` E ASTM D1557) � � BEAM SIZE & r � �' a 3 MIN. CLR. " (2) #5 REBAR CONT. 1'-4" (1 STORY) — — - � CONNECTION INFO e M 8 • ON 3" CHAIRS TYP. 4" 1'$" (2 STORY) STD. 90 HOOK (SEE DETAIL) MIN. N4P.T. U.N.O. 00 PLATE 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L Use 0 I MIN 7C6 O.S.B. SHEATHING HED PER NAILING SEE A/S3/J/S6 " �� 8 FOR REINF. INFO. SCALE: 3/4" =1'-0" 53 SCALE: 314"=1'-0" 53 w SCHEDULE Q OPTION #1 1/Z" GYP. BD. COLUMN LOCATION Q > w 6x6 P.T. #2 SYP SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > � SLAB INFORMATION. „ HOLD ROMPSLAB 01-0" J CONT. BEAD SEALANT ABuss Cn SLAB STEP &RECESS S.G.D. rM OPT: DEPRESS SLAB 5Y" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND Q DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND • . INTERIOR 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ^ ° ° d -3 1/2" SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14 O.H.D. RECESS q z t 13" O.H.D. RECESS GARAGE COLUMN E PORCH SILL ATTACHMENTS & 18/D1 O.C. PAD FOOTING PAVERS ,E CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL ^ EXTEND FILL CELLS EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. TO FOUNDATION PAD '. r " • ' •. ' .• STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' :. ' �'' .''' :• ' PLATE TO CONCRETE ON FLOOR PLAN SIZE VARIES PER PLAN M •:. :. - I I •:. •. — (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS 00 a 9 RA 41 • - . " 4" oo _ I oQ TENSION 120#) CONCRETE SLAB E K, FILLED SOLID (SEE PLAN FOR - ____ _ ° d '• '• 4„ T 6 x 6 W1.4 x W1.4 it SIZE AND REINFORCEMENT ) w ;III —III ° d • I —III —III —III —I' C7 � d +.:. , t ..'' •� .... I 1 ,: • •.' •:; ., .... 60 ° ,- WWF OR FIBERMESH '- "' Z H w= w w 111=III I 11=1 l=l l _ E: i,— d BRICK PAVERS or SLAB PER O w W Z 00 = .III=) • • °• - z SEE A/s3 OR Jlss SEE A/s3 OR J/ss M 6 MIL VAPOR - BARRIER = i'r — �; — — —=1 =1 I=1 1�-- — 1L I L �'I —I i 1=III-I I I=1 11=1 1=1 1=1 r 0'-0" FIN. FLR. COMMUNITY SPECS w I I=I =I I 1=1 =I I 1=1 I =1 I I —= G w III III=1=1 I I=III—I III—III=1 I I— ' FOOTING FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE = I (=1 I —I 1 —1 I I=III=III- 1��' LIE I I=1 I I—III=III—I I I -I = 1=' BEYOND 1' " (1 STOR / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) I I III I � I; 1' PAD REINFORCEMENT —111=III=1 i t 3" MIN. CLEARANCE 1' 8" 2 STOR ( V-8" 2 ST RY ( ) 4" 4" aSEE ,•. (SEE SCHEDULE) FOOTING WIDTH CONC. INFO. ♦ • SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K 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:y4•=,•-0 SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. � o � 0 CDC9 Z M (0 — o z z a cn 0 a) C +—' L U •V — 0 "' F Ca U o0 m 1..1..1 pN� {4 M ® `�x p c I.L. o U Q ISto 2L p� N10 N O ti � N ��zts-� z LU a Z V¢� °'�s m 0 c¢ IIIA �Nw � Z LL IW � QM N D � � G N O � U O WWW.FDSENG.COM O j c Q SA G� 1 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 - Residentiai 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 2001 Tampa, FL 33607 www.LennarTampa.com Wo z¢a f � V/J F _j V<OR U480 Q gw! z Q W KEEm F L z� fZ 4 Z 06 O O LU W o L0 _P a95 _j U5� 0c L0 O o N " - gzc� uj Zf rl o LU ,�- W Q Uj C LO Z a Lu z V z fV � z � & z 8 R O Z rn V__4 a cn o SCALE : AS NOTED DATE : 8/8/2019 TECH: FMALDONADO VERSION NO. 5ol SHEET NO. S3