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INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / TYPE
<br />EXT CONC WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2 x (o R-1c3 KRAFT FACED
<br />R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONED CEILING 5/8'OR 1/2' HIGH STRENGTH (UN.O.) W/ 2-16d TOE NAILS a EACH END
<br />(INSTALL BAFFELS AT EAVE) (OR V GYP. TYPE 'X' • GARAGE
<br />W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />GARAGE SEPARATION CONNECTIONS. PROVIDE (1) USP HTW20 WHEN 1/2'OR 5/8' HIGH STRENGTH BOARD
<br />REFER t0 UNDERLAYMENT CABLE ON SHEET SNl R-11/R-13 KRAFT FACED
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: (GARAGE / LIVING) TRUSS ALIGNED WITH STUD BELOW
<br />l2) LAYERS FOR 2:12 < SLOPE < 4:12 S.P.F. DOUBLE (UN.O.) (OR 5/8' GYP. TYPE 'X' • TRUSS BOTTOM CHORD OR 2x4
<br />8'x8'xIV NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS
<br />lU LAYER FOR SLOPE >_ 4:12
<br />PRE ENGINEERED WOOD TRUSS g 24' O.G. UN.O. 3/8' MORTAR BETWEEN COURSES USP 5PT24 2'x S.P.F. (OR EQUAL) STUDS ® IV O.C. U.N.O.
<br />.O. ABOVE) 6 EACH EN
<br />12 CONNECTOR S.P. DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CTYP.) VARIES HURRICANE ANCHOR a EACH TRUSS I - II II II �� USP 5PT24 CONNECTOR CONNECTIONS. PROVIDE (U USP HTW20 WHEN
<br />(SEE UPLIFT SCHED.) W/ METAL PL. II II II I 1/2' CDX PLYWOOD OR 1/1V O.S.B. (U ROW 2x BLOCKING v MID HGT. FOR WALL
<br />L __JI _ _ -- ___ _ — JL__ __JL_________ TRUSS ALIGNED WITH STUD BELOW
<br />UNDER EA. TRUSB r----,r----- r-----�'r---------ter--- SHEATHING REQ'D. FOR ALL HGT. <8'-6'. (2) ROWS 2x BLOCKING g 3rd 1/2' GYP. W.B. MIN. a GARAGE SIDE
<br />I II a II u u
<br />i ii II II II II EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > V-6', IF APPLICABLE
<br />OISTURE BARRIER 1 II ii II II II 2'x S.P.F. (OR EQUAL) STUDS 9 16' O.C. UN.O.
<br />INSULATI B I II II a II a INDICATED ON THE PLAN. ATTACH (I) ROW 2x BLOCKING MID HGT. FOR
<br />ROOF COVERING L— -_---_ L—____-- _-__JL_--______JL_--_ SEE THIS BHT FOR INSULATION CHART
<br />1/16' O.S.B. MIN. (FOR SHINGLE) OR 113/32' OBB r--------- ��--------- r---------�r--------- SHEATHING W/ 8d COMMON NAILS
<br />I WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS SNt FOR INSULATION CHART
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON � I II II ° ° 3/8' MORTAR BETWEEN 4' O.G. m BOUNDARIES, V O.C. m a 3rd PTS FOR WALL HGT. > 8'-6'.
<br />8 x4 x16 NOMINAL I II II II it , , , ,
<br />BHT. SNl II II II n SLAB 4 BLOCK EDGES, AND u1 12 O.C.m FIELD USP SPT22 CONNECTOR BOLT 0
<br />ELEV. VARIES BLOCK WITH 3/8' L _-_ _-JL__ _ _ _____ Z x 3/16 PLATE WASHER (TYP.)
<br />-- ��_--------7r--------- -- USP SPT22 CONNECTOR
<br />MORTAR BETWEEN IF
<br />I u u = n 5/8'� x 10' 'J' BOLT
<br />COURSES CUT TO I it II II II II 2x P.T. BOTTOM PLATE
<br />5/8' OR 1/2' NIGH I u u II II n 24' O.G. W/ 2'�x3/16' 2x P.T. BOTTOM PLATE 2" 6 x 6 W1.4 x Wi.4 WWF OR FIBERMESH
<br />STRENGTH CEILING ALUMINUM SLOPE. I II II u m - n ELEV. 0'-0' 6 x 6 W1.4 x W1.4 C3 I/2' MIN.
<br />DRIP EDGE L---- — -_-_- L -__ _----JL-__-_- -- -__ _-JL____ PLATE WASHER ITYP.)
<br />BOARD PER CODE (OR I u u u ° a AFC. WWF OR P15EWESH
<br />ALUMINUM FASCIA ELEV. -0 -4 I/2------___JL _ __JL ___-- __JL_ ° ' ' Z 3 1/2" MIN. T
<br />5/8' GYP. TYPE 'X' m -- a . '
<br />GARAGE WIA HABITABLE 12' O. 2x SUB FASCIA AFF. a ° ° a ° .° a ELEV. -0'-3 1/2' — — —
<br />ROOM ABOVE) 2' VENTILATED a d, a a °4' ° a.d d ° AFF. O D ,/ D a •' \
<br />W/DRYWALL SCREWS 1' SOFFIT ° d d a 2x4 CONT.a ° LL — - — — — — D °p. : ° ' \\ \\ 3 I/2"(mif0- 4" 3 1/2' (mil /
<br />a . .. ° ` a -a a 3 1/2 (minJ - 4 4 / �\ \ \\ / \\ \\ j/\\BARRIER OR
<br />O.G. CEILING 4 8 O.C. ab MIL
<br />WALLS 8'x8'X16' KNOCK -OUT a a a "
<br />SEE THIS SHT FO BLOCK W/ 105 GONT, ' ' ° GARAGE DEPTH VARIES \ / \ \ \ \\\ \ (o MIL VAPOR C2) *5 CONT. 4" \ 1/4° 8"
<br />FILLED SOLID a /� /
<br />INSULATION CHART ° . a \ /\ /� BARRIER MIN.
<br />W/GROUT tr � C2) *5 CONT. U.N.O.
<br />Ix2 P.T. HORIZONTA S' G.M.U. TYPICAL 4" 1'-4" 8"
<br />NAILER TYPE 'S" MORTAR U.N.O. MIN. ALTERNATE T*r=IC4L. SEARING
<br />STD.'30°HOOK(SEEDETAIL) ARCHITECTURAL (fzARAGE< SLA5 AT STEP r5� TOPICAL SEARING UAL-L. f STEP r(c�; WALL f 5TEP W10 5HEAR WALL CC
<br />SEE THIS SHT FOR FINISH SCALE: 3/4'=1'-O' SCALE: 3/4"=1'-0' S3 SCALE: 3/4'=1'-0"
<br />INSULATION CHART 53
<br />Ix2 Pt WD FURRING a 24' O.C.
<br />1/2' GYPSUM WALLBOARD UN.O.'��J
<br />(U S VERT. IN FILL 2x S.PF. STUDS 's 16' O.C.
<br />CELLS (SEE LOAD BEARING O 2x STUD 1/2' OR 1/1V OSB MIN. PLYWOOD SHEATHING
<br />FOUNDATION PLAN I I NAILED W/ Sd COMMON NAILS a 4' O/C
<br />Ix4 P.T. BASE NAILER FOR LOCATIONS) EXTERIOR WALL 8' C.M.U. BOUNDARIES, W O/C EDGES, AND 12' O/C FIELD.
<br />3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING u1 SEAMS.
<br />4'x4' INSPECTION I I 1'x P.T. SCUD
<br />MIN. 2500 PSI CONIC. SLAB m (2) ROWS OF 2x BLOCKING a , �� (1) ROW 2x BLOCKING 9 MID
<br />PORT AT EACH <r 2x STUDS 6 16 O/C
<br />HGT. FOR WALL HGT.
<br />MIN PSI MAY VARY PER `� FILLED CELL SEE GG/53 OR S VERT. IN FILLED CELL THIRD POINTS ass NOTE:
<br />MUNICIPALITY. TYPICAL E THIS SHT FOR INSULATION CHART ��� l2) ROWS 2x BLOCKING 3rd
<br />G/53 FOR ANCHOR I 5/8'x6' V BOLTS �� SEE SECTION C/53 FOR PTS FOR WALL HGT. > 8'-61,
<br />CONCRETE SLAB W/ bX6 NOTE=EXTEND BOLT INFO. BOLT 24' O.C. VERT. SEE THIS BHT FOR INSULATION CHART 1/0' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION
<br />W1AXW1.4 WWF OR 'FIBERMESH' - OR 5/5' x V EPDXY 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER 1 1/2' GYP. WB (MIN.) 9 GARAGE
<br />DECO FINISH 4' to 44 BOLT METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS t0 FOOTER BELOW 90°NOOK DETAIL SIDE IF APPLICABLE.
<br />V BELOW GRADE I USP SPT22 CONNECTOR
<br />;USP 6PT22 TYP. EVV' x 10' V BOLT 9 24' O/C W/ 2'�X EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN K.O. BLOCK 5/8'� EXPANSION BOLL �24 ' OG.
<br />2x P.T. PLATE 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.)
<br />2x P.T. PLATE W/ 1' EMBEDMENT (MIN, SHEAR
<br />/,--USP 5PT22 9 EA, STUD 20" MIN. LAP
<br />�r / / I ASSUMED FINISHED MIN. 2500 PSI CONCRETESPACE ANCHOR BOLTS 3500 ,MIN. TENSION 2600)
<br />6' MAX FROM END OF 6 x 6 W1.4 x WIA
<br />=
<br />``) 2X P.T. PLATE S REINFORCING Q '�
<br />6 MIL VAPOR - GRADE SLAB W/ 6 x 6 ►
<br />// \� z WIA x WIA WEEP SCREED INSTALLED PER „ BAR p 2' x PLATE WWF OR F15ER IESH N
<br />z "3 OR 4 REINFORCING BAR
<br />BARRIER 4 \ MONO OR STEMWALL — — — — — — — — WWF OR IBERMESH MANUR 4 FRG SECTION R103.12.1 w
<br />° � . 413 4 04 LAP SPLICE-
<br />// , • D • \ N FOOTING MONO SHOWN P' E — — —
<br />COMP. SOIL. (COMPACTED °. \ — ° ° °� . CO--� '' D . ° .p ' z Fy= 401cs1
<br />TO 95% MODIFIED /� / / FOR CLARITY
<br />i� i� i�\\�\ �\ _ D D D °_ dD \//\//\//\\ // // / ° FINISH CrtRADE ;' 25° MIN. LAP \�/\\ \ D • • \ //\\� -
<br />PROCTOR ABTM D1551) �' M D � D
<br />NOTE: ° p D / / / CO J
<br />STD. 90°HOOK *FOR BEARING WALL g \\ \\ \\ \\ N 6 MIL VAPOR BARRIER / D ;. \ \� "5 REINFORCING BAR R 11/8' w \/ \//
<br />(2) "5 REBAR CONT. ON 3 MIN. GLR. (SEE DETAIL)
<br />, W/ UPLIFT ONLY \/\/\/ �, o \\/\\/ "' z "5 LAP SPL ICE
<br />3 CHAIRS TYP. UN.O. 4 1-4\\/\\ \\ \\ \\ \\ \\ \\ \\/\\ • D a //\\/\\\ ON CHAIRS //i./// ///� 6 MIBARRIR
<br />TYPICAL LJ,4LL SECTION ,� `/\/, \�\/\/, \/�� COMP. BOIL. (COMPACTED t / 36' MIN. LAP (TYP.) 8' 1'-4' s"
<br />95% MODIFIED PROCTOR ABTM � \\/\\/\/\ Imo,1.
<br />SCALE: 3/4' = 1'-0" S3 FRAME WALL TO G.M.U. WALL CONNECTION D ........ING D155v
<br />AR
<br />SEE TYP. WALL SECTION FOR SCALE: 34" 1'-4° REINFORCBS STD. 90°i-IOOiG
<br />/4'=1'-0' ca3#(o LAP SPLICE TYPICAL INTERIOR
<br />ADDITIONAL SLAB INFORMATION. T�'PICAL EXTrERIOR ERA1„IE WALL EOOTINC�(""E� RESAR DETAIL.5 E 5EARINC; WALL LJ/ UPLIFT
<br />NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT rG
<br />13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0" S3 SCALE: N.T.S. 53 SCALE: 3/4'=1'-0'
<br />ADDITIONAL SLAB INFORMATION.J' 3
<br />PAVERS O.H D. RECESS Z
<br />c11
<br />6 X 6 WIA x WIA
<br />° ° 3 1/2"(min.)- 4"
<br />ll—III-III-III .�` III III
<br />GRADE- — — —
<br />6 MIL VAPOR �Q / / / / a \/\/\�\
<br />BARRIER \\/\\/\\/
<br />1=1 I I III-' 6 MIL VAPOR
<br />SEE A/53 OR J/66 _ II III II = BARRIER
<br />4, 511
<br />FOR REINF.INFO. 3' MIN. CLEARANCE MIN.
<br />1'-4' (I STY) 1/2' GYP. BD.
<br />STY) W ROW 2x BLOCKING 9 MID HGT. " HOLD GYP. BD. T P I C,4L THICKENED SL,4� DC L
<br />2
<br />FOR WALL HGT. <- 8'4% (2) ROWS P.T. 2x In' FROM SLAB SCALE: 3/4'=1'-0' S3
<br />GARAGE DOOR SLAB RECESS J_j 2x BLOCKING m 3rd PTS FOR CONT. BEAD SEALANT
<br />WALL HGT. > 8'-6'-� 2X STUDS 24' O.C. UN.O.
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 5 3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND GARAGE
<br />1/2' GYP. WB (MIN.) 9 GARAGE SIDE -3 1/2' INTERIOR
<br />IF APPLICABLE. 13 _ MASONRY WALL AND MASONRY WALL AND
<br />ARIE PAD FOOTING PAD FOOTING
<br />RECESS FOR B.GZ) 6 x 6 WIA x WIA �r/4' DIA. X 3 1/4' TAPCONS 6 24' EXPANSION JOINT OAT). RECESS C I 1/2' GYPSUM WALLBOARD�UN.O. EXTEND FILL CELLS
<br />2x P.T.PLATE > CONCRETE NAILS W/ 1 1/4' W/ DRYWALL SCREWS m 8 O.C. V MASONRY WALL TO FOUNDATION PAD
<br />SEE PLAN WWF OR F15ERME5H O/C 4 a V MAX FROM END OF 2 x
<br />(2)'15 CONT. ON 3' PLATE �`, = 4``� EMBEDMENT 12' O.C. STAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING.
<br />^ ° FROM BOTTOM PLATE TO CONCRETE (MIN. �r
<br />T Lh CONT. FOOTING STEEL 6 MIL VAPOR „
<br />— CHAIRS (TYP.) 6 x 6 W1.4 x W1.4
<br />�' </ , °`" SHEAR 180 MIN. TENSION 120) 2 CONT. BEAD SEALANT
<br />WWF OR F15ERMESH // //° / . °. .. / BARRIER
<br />°
<br />° CONCRETE SLAB 6 fo x WIA x W1.4
<br />6 MIL VAPOR m o D. Lu
<br />4 _ - _ (A WIUF OR FIBERMESH cw L
<br />m % Q a \• BARRIER\//\ \ D ` /\// - '/ / 6 MIL VAPOR zLLI
<br />z \\ \�
<br />' . ° \ \/ //\ ° °. \/ BARRIER '- _;v - -.` \, ; 4 a aJ O Lu ,u \� \\ • • • • \ \
<br />\ /' \ f i u- U /\ z�
<br />6 MIL VAPOR SEE A/S3 OR // //. 6 MIL VAPOR \\� \ \\ \\i\�. \�i \ \ \ \ \ \ w
<br />r \ r\\ r\ r \/ /\ BARRIER J/56 FOR REINF. 3' MIN. CL)=ARANCE BARRIER / // // // // / // // 4OTING
<br />BEE A/53 FOR 4" I'-4' 8" ///` BEYOND
<br />RE INF. INFO. /� /� \ \ \/\/\/\/ \/\/ u
<br />OPTION #I 8" 1'-4' 8° INFO. Ii-4' (1 STY) PAD REINFORCEMENT /\ 3 MIN.
<br />I -8 (2 STY) (SEE SCHEDULE)
<br />SEE ADDITIONAL $LAASECTION FRMa ION. T'rPICAL INTERIOR 5EARINC 4� 4� FOOTING WIDTH CLEARANCE
<br />GARAGE DOOiR 5LAS RECE55 J INTERIOR WALL 5L,45 5TEP NON -SRC . K SEE SCHEDULE
<br />SLAE� STEP REC 55 S.C.D. 1VI WALL UJ/OUT UPLIFT S PATIO COLUMN ETC-. DETAILrN
<br />SCALE: 3/4'=1'-0' S3 5EE TYP. HALL 5EGTION FOR SCALE: 3/4"=1'-O' S3 SEE TONAL L SECTION
<br />FOR
<br />S
<br />R SCALE: N.T.S. 53 SEE
<br />TYP.
<br />INFORMATION.WLLSECTION FOR ADDITIONAL SCALE: 3/4'=1'-0' S3
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53
<br />ADDITIONAL 5LA13 INFORMATION.ADDITIONAL INFORMATION.
<br />DAN SCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
<br />www.donscoengineedng.com
<br />CA 25948
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<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd = 108MPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT =30.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE R IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />02019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRRTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02019 -THESE DRAWINGS AND DESIGNS ARETHE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />UPDATED CONNECTON
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />01.09.19
<br />1.02 ROOF UNDERLAYMENT REV.
<br />02.11.19
<br />1.03 UPDATED CONNECTION
<br />CROSS-REFERENCE TABLE
<br />VERSION NO: fi.03 /'02,.1-1.19
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<br />SHEET TITLE:
<br />SECTIONS, DETAILS, 8, NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 390445
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S3
<br />
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