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INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / TYPE
<br />WALL -
<br />EXT GONG WA R 4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2 x & R-19 KRA1=T FACED
<br />R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONED GEILING 5/6'OR 1/2' HIGH STRENGTH (UND.) W/ 2-16d TOE NAILS 9 EACH END
<br />(INSTALL BAFFELS AT SAVE) (OR V GYP. TYPE 'X' • GARAGE
<br />GARAGE SEPARATION W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />R-11/R-13 KRAPT FACED CONNECTIONS. PROVIDE (1) USP HTUJ20 WHEN 1!2'OR 5/8` HIGH STRENGTH BOARD
<br />REFER TO UNDERLAYMENT TABLE ON SHEET SNl FOR (GARAGE /LIVING) S.PR DOUBLE TRUSS ALIGNED WITH STUD BELOW TRUSS BOTTOM CHORD OR 2x4
<br />(UN.O.) (OR 5/8' GYP. TYPE 'X' 6
<br />UNDERLAYMENT REQUIREMENTS 8'x8'xIV NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS
<br />3/8' MORTAR BETWEEN COURSES 2'
<br />USP 5PT24 x S.PF. (OR EQUAL) STUDS 0 161 O. U.N.O. ABOVE) Q EACH END
<br />.G
<br />12 PRE ENGINEERED WOOD TRUSS 6 24' O.G. U.N.O.S.P . DOUBLE TOP PLATE
<br />HURRICANE ANCHOR 6 EACH TRUSS I �� �� II �� CONNECTOR SEE UPLIFT SCHEDULE FOR UPLIFT
<br />CTYP.) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. IL II II----JL------__—JL —_ 1/2' CDX PLYWOOD OR 1/16' O.S.B. (1) ROW 2x BLOCKING 9 MID HGT. FOR WALL USP SPt24 CONNECTOR CONNECTIONS. PROVIDE ll) USP HTW20 WHEN
<br />_________JI _____JL____ TRUSS ALIGNED WITH STUD BELOW
<br />UNDER EA. TRUSS i ---- ii ------ li ------ n------ii------ii --- SHEATHING REQ'D. FOR ALL HGT. <8'-6'. (2) ROWS 2x BLOCKING s 3rd lit' GYP. W.B. MIN, s1 GARAGE SIDE
<br />u II n II II EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > 8'-6'. IF APPLICABLE
<br />OISTURE BARRIER I u n u II 2'x S.P . (OR EQUAL) STUDS m IV O.G. U.N.O.
<br />INSULATI B I u n u II II INDICATED ON THE PLAN. ATTACH SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING a MID HGT. FOR
<br />ROOF COVERING LJLL _-- JL_________JL_________JL__-- SHEATHING W/ ad COMMON NAILS � 1 1
<br />1/16' O.S.B. MIN. (FOR SHINGLE) OR 113/32' OSB r---------,r— 1r---------- ---------- 117
<br />n II a II WALL. HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE tH18 SHT FOR INSULATION CHART
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON I II II u u 3/5' MORTAR BETWEEN 4' O.C.•BOUNDARIES, 6' D.C. • 6 3rd PTS FOR WALL HGT. > 8'-V,
<br />SHT. SNl 8 x4 x16 NOMINAL I II II II II ,
<br />BLOCK WITH 3/8' II II II II SLAB 4 BLOCK 5/8'� x 10' V BOLT • 24' O.C. Wl
<br />_ ELEV. VARIES -- - _ EDGES, AND �' 12 O.C. FIELD USP SPT22 CONNECTOR
<br />L — JL _ =JL ___-----JL-----_—__JL
<br />r -- -- �r=-- ------ --- 2'� x 3/I6' PLATE WASHER (TYP.)
<br />MORTAR BETWEEN I II II II = n USP SPT22 CONNECTOR
<br />COURSES GUT BETWEEN
<br />5/8'4, x 10' V BOLT •
<br />I II II n II a 2x P.T. BOTTOM PLATE
<br />5/8' OR 1/2' HIGH II II II II II 24' O.C. W/ 2"0x3/I6' 2x P.T. BOTTOM PLATE 2' 6 x 6 WIA x WIA WWF OR P15ERMESH
<br />STRENGTH CEILING ALUMINUM SLOPE. II II II m _ 11 ELEV. 0'-0' PLATE WASHER (TYP.) 3 I/2" MIN.
<br />DRIP EDGE L____ L — L-- _--__-- --_----- =—JL---_ __JL_—_— 6 X 6 W1.4 X WIA
<br />2
<br />BOARD PER CODE (OR I u n II a AF. 2 WWF OR FIBERMESH _--- -
<br />1 1 1 ALUMINUM FASCIA ELEV. -0-4 1/2 L__________JL_ ____.��___-- __JL-- ° 4� ° � - +� , �p-
<br />5/8 GYP. TYPE X 9 - Z °
<br />GARAGE WIA HABITABLE2x SUB FASCIA A1=F. �3 1/2 MIN. __-- - — — — — — — — D ° '.
<br />%12'O. a ° a' X:_ ELEV. -0'-3 1/2' — — — —D— — °—D— —.� \/ 3 1/2'(min.) TO 4°
<br />ROOM ABOVE) 2' VENTILATED ° a ° °. .. °.d ° AFF. 0 �. Q •
<br />° - d ° . ° Z p °D. : D
<br />W/DRYWALL SCREWS m 1' SOFFIT ° ° ° d a. 2x4 CONT. ° >� — — — — — — ° ' \ \� ' 3 1/2'(min.)- 4' % 3 1/2"(mirl!�j\TQ,K�
<br />O.G. CEILING 4 8' O.C. ° ° ° p °p ' • \� --�� / 6 MIL VAPOR
<br />WALLS 8'x8'X16' KNOCK -OUT I I ° .. a . �° a a .a a .. 3 I/2"(minJ - 4" / Q �\ 6 MIL VAPOR �\ �\\j �\j/ BARRIER
<br />BLOCK W/ 105 CONT. GAR,4GE DEPTH VARIES \ \ (2) *5 CONT. /\ �\
<br />SEE THIS SHT FO FILLED SOLID ° °. ° \ //� /\ BARRIER 411 1'-4° 8'
<br />INSULATION CHART W/GROUT . (2) *5 CONT. \ / U.N.O. MIN.
<br />lx2 P.T. HORIZONTA 8" C.MU.' MORTAL UN.O. 1 4 MIN. ,4L.TERN,4TE T"I'PIC,4L. 5E,4RINC
<br />NAILER TYPE S MORTAR
<br />STD. 90°HOOK (SEE DETAIL) ARCHITECTURAL G,4RAGE 5L,48 4T STEP K5� T T f1 ,4L f5E,1RINC� W,4LL e STEP C _ WALL -a STET= W10 5HE,4R W,4LL CC
<br />SEE THIS SHT FORFINISH SCALE: 3/4'=1'-0' SCALE: 3/4'=1'-0" SCALE: 3/4'=1'-O'J3
<br />INSULATION CHART 83
<br />Ix2 PT WD FURRING fit 24' O.C.
<br />1/2' GYPSUM WALLBOARD URO. 2x S.PF. STUDS I6' O.G.
<br />(1) "5 VERT. IN FILL
<br />DELLS (SEE 2x STUD 1/2' OR 1/16' OSB MIN. PLYWOOD SHEATHING
<br />FOUNDATION PLAN LOAD BEARING O I I NAILED W/ Sd COMMON NAILS £1 4' O/C
<br />l3 1 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 9 SEAMS.
<br />4'x4' INSPECTION I I I'x P.T. STUD ` (U ROW 2x BLOCKING m MID
<br />MIN. 2500 PSI GONG. SLAB m (2) ROWS OF 2x BLOCKING • 1
<br />MIN PSI MAY VARY PER �n PORT At EACH �r 2x STUDS � I6 O/C
<br />MUNICIPALITY. FILLED CELL SEE CC/53 OR S VERT. IN FILLED CELL THIRD POINTS /' HGT. FOR WALL HGT. < 8'-6'.
<br />TYPICAL G/S3 FOR ANCHOR 1 1 1 1 E THIS SHT FOR INSULATION CHART ��`�'� SEE SECTION C/83 FOR (2) ROWS 2x BLOCKING • 3rd
<br />5/S x(oJ BOLTS PTS FOR WALL HGT. > 8'-61,
<br />CONCRETE SLAB W! 6X(o NOTE:EXTEND BOLT INFO. BOLT • 24' O.G. VERT. SEE THIS SHT FOR INSULATION CHART 1/8' STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION
<br />WIAXWIA WWF OR 'FIBERMESH' @ DECO FINISH 4' to OR 5/8' x V EPDXY 3 LAYERS W! TOTAL THICKNESS 1/5' OVER 1/2' GYP. WB (MIN.) 6 GARAGE
<br />BOLL METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW WONOOK DETAIL_ SIDE IF APPLICABLE.
<br />6' BELOW GRADE =USP SPT22 TYP. I 5/8'� x 10' 'J' BOLT 24' O/C W/ 2'�X EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN :� K.O. E3LOCK USP 5PT22 CONNECTOR
<br />SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) 5/8'a EXPANSION BOLL •24 ' O.G.
<br />L N 2x P.T. PLATE 3/16' PLATE WASHER TYPICAL 2x P.T. PLATE W/ 1' EMBEDMENT (MIN. SHEAR
<br />N ° p SP SPT22 is EA. STUD 2a"MIN. LAF' _______._ 3500*, MIN. tENSION 2600*)
<br />SPACE ANCHOR BOLTS
<br />VAPOR/ I ASSUMED FINISHED MIN. 2500 PSI CONCRETE 6' MAX FROM END OF 6 x 6 WIA x W1.4
<br />m GRADE SLAB W! 6 x 6 I—
<br />p co e : 2X P.T. PLATE "5 REINFORCING � �
<br />�/ WIA x WIA WEEP SCREED INSTALLED PER * BAR a 2' x PLATE WWF OR FIBERMESH m
<br />6 MIBARRIER // `r 4 �\ MONO OR STEMWALL — — — — — — — — z *3 OR 4 REINFORCING BAR
<br />/ _ °. WWI- OR IBERMESN MANUF, 4 FRC SECTION R103.12.1 #3 #rj LAP afi='L I =
<br />D °
<br />// • • i C4 FOOTING MONO SHOWN p P w — — — — — — — —
<br />COMP. SOIL. (COMPACTED ' °. \ FOR CLARITY D cO N v �. ��' p ° Z �"' [Fy= 40k 1 o p
<br />TO 95�o MODIFIED // / / / ° p p °D ° D FINISH GRADEQ T_ 2�° MIN. LAr�
<br />PROCTOR ASTM D1551) p . D °
<br />3' MIN. CLR STD. 90°HOOK *FOR BEARING WALL g p �\ 6 MIL VAPOR BARRIER / a. ° \� \�� - 05 REINFORCING BAR R 1 1/6' �
<br />(2) 05 REBAR CONT. ON (SEE DETAIL) W/ UPLIFT ONLY p \ /\�" 05 LAP 5PL.ICE Ln
<br />3' CHAIRS TYP. UN.O. 4' 11-44 \\ ,• D ° \ � I? -� ---- (2) 05 CONT. i, //i./// ///� / 6 MIL VAPOR
<br />TYPICAL UJ>4LL SECTION ,a, /` //\�/, COMP. SOIL. (COMPACTED T \ ON 3 CHAIRS BARRIER
<br />\ X /\ /\ /\ / / � ��-- �— _--»w MIN=hAF --- ---- I� (TYP.)
<br />SCALE: 3/4" = 1'-O' D155MODfFIED PROCTOR ASTM \ \\ \\\ \ \
<br />83 FRA4 IE WALL TO C.M.U. WALL CONNECTION � 41I 11_ 11I --% REINFORCING BAR #5 STD. 9o°1-IooK
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4'=r-0' S3 1 06 LAP SPLICE _ T''PICAL INTERIOR
<br />ADDITIONAL SLAB INFORMATION. T�I'i� I C,4L XT R I OR ER,4t-1E W,4L L POOT INC R �4R D T,41 L 8 SEARING WALL W1 UPLIFT
<br />NOTE: EPDXY TO BE SIMP50N SET-XP OR EQUIVALENT
<br />13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O' c.�3 SCALE: N.T.S. cJ3 SCALE: 3/4"=1'-0'
<br />ADDITIONAL SLAB INFORMATION. S3
<br />PAVERS 0AD.RECESS Z
<br />m 6x6WL4xW1.4
<br />WWF OR FIBERMESH
<br />3 1/2
<br />--- °�—a tt GRADE
<br />III -
<br />a �. 411 = �rb MIL VAPOR '
<br />I BARRIER
<br />1=III III-' 6 MIL VAPOR
<br />BARRIER � 511
<br />�\
<br />SEE A/53 OR J/56 I I I I I I 11=
<br />MIN.
<br />FOR REINF. INFO, 3' MIN. CLEARANCE I/2' GYP. BD.
<br />1'-4" (1 STY) T�I'P I C,4L THICKENED SL,415 EDGErL
<br />1'-5' (2 5TY) (1) ROW 2x BLOCKING 9 MID HGT. , HOLD GYP. BD.
<br />FOR WALL HGT. <_ 8'4% (2) ROWS P.T. 2x 2 1/2' FROM SLAB SCALE: 3/4"=I'-0" S3
<br />G,4R,4GE DOOR SLAB RECESS j 2x BLOCKING 6 3rd PTS FOR 1 CONT. BEAD SEALANT
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. 83 WALL HGT. > V-6' m —' �- 2X STUDS • 24' O.C. UN.O.
<br />ADDITIONAL INFORMATION. BLOCK WALL BEYOND INTERIOR C,4RACx
<br />I/2' GYP. WB (MIN.) m GARAGE SIDE
<br />IF APPLICABLE. 13° - _3 �� MASONRY WALL AND MASONRY WALL AND
<br />ARIE r PAD FOOTING PAD FOOTING
<br />RECESS FOR S.G.D 6 x 6 WIA x WIA �r 1/4' D[A. X 3 1/4' TAPCONS 9 24' O.H.D.RECESS �„ T 1/2 GYPSUM WALLBOARD U.N.O.
<br />2x P.T. PLATE EXPANSION JOINT W! DRYWALL SCREWS 8`O.C. EXTEND FILL CELLS
<br />SEE PLAN WWF OR FIBERMESH O/G 4 • 6 MAX FROM END OF 2 x CONCRETE NAILS W/ 1 1/4 S MASONRY WALL TO FOUNDATION PAD
<br />(2) *5 CONT. ON 3' PLATE N 4 d:. A EMBEDMENT • 12' O.G. STAGGERED, ---SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING.
<br />d CHAIRS (TYP.) 6 x 6 WIA x W1.4 ° FROM BOTTOM PLATE TO CONCRETE (MIN.
<br />�' . ,/ a SHEAR 180*MIN. TENSION 120*) 2'---CONT. BEAD SEALANT CONT, FOOTING STEEL 6 MIL VAPOR ry
<br />/. a WWF OR FIBERMESH // // / / d ,/ BARRIER m
<br />,E d a: d =° c0 CONCRETE SLAB S` 6 x 6 W1.4 x W1.4 z
<br />\ MIL VAPOR , 411
<br />WWF OR FIBERMESN cw /
<br />/ a \ BARRIER / // / // / _ �� ... 6 MIL VAPOR ° z /�� — ��/��/��j v 1 - L+1 t— L1 c{l 1 . d. a . \ \ \ D ° • \ / / // // 4—. �_ — O 1Ll Ct1 N
<br />BARRIER r \ \�' \ --1
<br />� \�� \� \\ 6 MIL VAPOR SEE A/53 OR / �/. m 6 MIL VAPOR \\ ;\�.
<br />1 OOTING L
<br />i i\ \ i �, � BARRIER � �/�/�/�/ � �
<br />SEE A/S3 FOR ° ° ° //� /// ///� J/S6 FOR REINF. 3 MIN. CLEARANCE BARRIER
<br />RE INF. INFO, 4 1 -4 8 �� ..\ , . \ / / / / �
<br />S° 1'-4° 8' INFO. � �� \/ �/ �/ �/ �//�/�� U
<br />OPTION #I I -4 (1 STY) \/\\// / BEYOND
<br />SEE TYP. WALL SECTION FOR I-8 (2 5TY) 4' 4 PAD REINFORCEMENT CLEARANCE
<br />ADDITIONAL SLAB INFORMATION. TOPICAL INTERIOR 5E,4RINC _ (SEE SCHEDULE) FOOTING WIDTH
<br />G,4R,4GE DOOR SL148 RECESS J INTERNOR W,4LL SL,45 STEM N-5 . K SEE SCHEDULE
<br />SL,45 STEP 4 RECESS e S.C�_D, 1„I WALL W/OUT UPLIFT -- P,4TI0 COLU1IN ETCH. DET,4IL rN
<br />SCALE: 3/4'=1'-O' 83 5EE TYP. HALL 5EGTION FOR SCALE: 3/4'=1'-O' S3 SEE TYf=. ADDITIONAL L SECTION
<br />EC IO INFORMATION. SCALE: N.T.S. �3 SLAB INFORMATIOSEE TYP. WALL N.
<br />FOR ADDITIONAL SCALE: 3/4"=1'-0 �O
<br />ADDITIONAL SLAB INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3
<br />ADDITIONAL INFORMATION.
<br />�4r
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />p. 813.645.0166
<br />f. 813.645.9698
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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 =±0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />02018 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WBHOUF WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />©2018-THESE DRAWINGS AND DESIGNS ARE THE
<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 />12.19.17
<br />1.00 6TH ED. (2017) FBC
<br />UPDATES
<br />_
<br />UPDATED CONNECTION
<br />06.08.18
<br />1.01 CROSS-REFERENCE TABLE
<br />AND STAIR STRAP
<br />VERSION
<br />NO. 1.01 / 06.08.18
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<br />SHEET TITLE:
<br />SECTIONS, DETAILS, & NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 380843
<br />DATE ISSUED: 06.25.18
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S3
<br />
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