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INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / TYPE
<br />EXT GONG WALL R-4.1 HIGH PERM
<br />EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED
<br />EXT FRAME 2 x 6 R-19 KRAFT FACED
<br />R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONED CEILING 5/8'OR 1/2' HIGH STRENGTH (UND.) W/ 2-16d TOE NAILS w EACH END
<br />(INSTALL BAFFELS AT EAVE) (OR %' GYP. TYPE 'X' a GARAGE
<br />W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />REFER TO UNDERLAYMENT TABLE ON SHEET SNl C�ARACxE SEPARATION R-11/R-13 KRAFT FACED CONNECTIONS. PROVIDE (1) USP WTW20 WHEN
<br />UND.) (OO
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: (GARAGE S.P.F. DOUBLE UN.O./ LIVING) TRUSS ALIGNED WITH STUD BELOW (5HIGH STRENGTH BOARD
<br />l2) LAYERS FOR 2:12 < SLOPE < 4:12 R 5/8' GYP. TYPE 'X' 0 TRUSS BOTTOM CHORD OR 2x4
<br />(1) LAYER FOR SLOPE >_ 4:12 8'xVxi6' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS
<br />3/8' MORTAR BETWEEN COURSES USP 5PT24 2'x S.P.F. (OR EQUAL) STUDS 6 IV O.G. UND. ABOVE) • EACH END
<br />12 PRE ENGINEERED WOOD TRUSS m 24' O.G. U.N.O. CONNECTOR S.PF, DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />HURRICANE ANCHOR •EACH TRUSS �� �i it II USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />CTYP.) VARIES i ii ii ii II 1 1
<br />(SEE UPLIFT SCHED.) W/ METAL PL. _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1/2 CDX PLYWOOD OR 1/16 o.S.B. (1) ROW 2x BLOCKING s MID HGT. FOR WALL
<br />UNDER EA. TRUSS L--------_�i __JL---- __— JL---_-----��--------- TR,ISS ALIGNED WITH STUD BELOW
<br />SHEATHING REQ'D. FOR ALL HGT. < 8'-6'. (2) ROWS 2x BLOCKING 9 3rd 1/2' GYP. W.B. MIN. 9 GARAGE SIDE
<br />ii II ii EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > 8'-6'. IF APPLICABLE ,
<br />OISTURE BARRIER ii II ii 2 x S.PF. (OR EQUAL) STUDS g 16 O.C. U.N.O.
<br />INSULATI B ii a l INDICATED ON THE PLAN. ATTACH SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING 6 MID HGT. FOR
<br />ROOF COVERINCa L JL_-__-- L_________JL_________JL_________JL____ SHEATHING W/ Sd COMMON NAILS 6 I 1
<br />1/16' O.S$. MIN. (FOR SHINGLE) OR 19/32' 05B r---------71r—-----,r---------�r---------71r---------
<br />I �� �� �i ii WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS SHT FOR INSULATION CHART
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON ii ii 3/5' MORTAR BETWEEN 41 O.C. 6 BOUNDARIES, V O.C. g • 3rd PTS FOR WALL HGT.) S'-6'.
<br />SHT SNl 8 x4 xl6 NOMINAL I ii ii ii i� EDGES, AND �' 12' O.G. •FIELD USP SPT22 CONNECTOR
<br />BLOCK WITH 3/8' ° �� ll SLAB 4 BLOCK 5/8'� x 10' V BOLT Q 24' O.C. W/
<br />ELEV. VARIES L --- ---JL--_JL_________JL____-----JL-- — VIP x 3/16' PLATE WASHER (TYP-)
<br />- MORTAR BETWEEN I n = ii USP SPT22 CONNECTOR
<br />5/V0 x 10' 'J' BOLT •
<br />1 1 - COURSES CUT TO I II li ii �� - ii , , , 2x P.T. BOTTOM PLATE w 6 x 6 WIA x WIA WIUF OR. F15EWESH
<br />5/8 OR 1/2 HIGH i u u ii a ii 24 O.G. W/ 2 �x3/16 2x P.T. BOTTOM PLATE 2
<br />ZZ7
<br />ALUMINUM SLOPE. u u m II ELEV. 0'-0' 3 1/2' MIN.
<br />STRENGTH CEILING DRIP EDGE L-___ L-----_ L ___ __---JL- -- _--JL__-- PLATE WASHER (TYP.) 6 x 6 W1.4 x W1.4
<br />BOARD PER CODE (OR u u n I ° a A.F.F.11
<br />2 WWF OR FIBER'�ESH
<br />5/8' GYP. TYPE 'X' B ALUMINUM FASCIA OILELEV. -0 -4 1/2 L---------- jL _---JL----- __JL-- 4 z �3 1/2" MIN. �D - - °�7_
<br />GARAGEW/A HABITABLE 12 O, 2x SUB FASCIA AFF. . ° ' ; ° °. 4 ELEV. -0 -3 1/2 p - - -D- - �D- _ _ ° 2 (min) TOROOM ABOVE) • 2' VENTILATED °a°a. a ° ° ° `. d ° AFF. O - - ^ - - D ° "° n D
<br />W/DRYWALL SCREWS 1 SOFFIT ° ° . ° da 2x4 CONY. ° ° u - - D °D.: �\ 3 1/2 (min.)- 4 3 1/2 (mirl!}j\T0
<br />O.C. CEILING 4 V O.C. S'x8'XI6' KNOCK -OUT I a' `° ° a B ° •'. \ \ \ \�\// 6 MIL VAPOR
<br />WALLS I d' 4 d ° N 3 I/2"lmin.) - 4" \ \ ��/ �/� BARRIER
<br />SEE THIS SHT FO BLOCK W1 SOLID CONT. ° a C3ARACxE DEPTH VARIES \ / \ \ \ \�\ �\ 6 MIL VAPOR (2) S CONT. 41 /\ I/ I SI
<br />(2) *S CONT. / / / U.N.O. �{ MIN.
<br />BARRIER
<br />INSULATION CHART W/GROUT o- ° a �� /� /\
<br />lx2 P.T. HORIZONTA S' G.M.U. TYPICAL 4" 1'-48"N. �-�T TY-�ICL 5IN
<br />STD. 90ROOK (SEE DETAIL) TYPE EC MORTART T f=IC,4L 5E,41RINC; W,4LL I f STEP (",G� W,4LL of CJ' TEP W10 5HE:AR W,4LL CC
<br />ARCHITECTURAL C�,4R,4C�E SLAB ,4T STEPr5,� SCALE: 3/4°=1'-O' 1_ I 1
<br />SEE THIS SHT FORFINISH SCALE: 3/4'=1'-0' S3 SCALE: 3/4 -1 -Ojj
<br />INSULATION CHART 53
<br />lx2 PT WD FURRING tv 24' O.G.
<br />1/2' GYPSUM WALLBOARD UND. � �-��l�� -�
<br />(1) 05 VERT. IN FILL 2x S.PF. STUDS a 16 O.G-
<br />CELLS (SEE LOAD BEARING O 2x STUD 1/2' OR 1/1V OSB MIN. PLYWOOD SHEATHING
<br />Ix4 P.T. BASE NAILER FOUNDATION PLAN I I NAILED W/ 8d COMMON NAILS 6 4' O/C
<br />FOR LOCATIONS) EXTERIOR WALL 8' G.M.U. BOUNDARIES, V O/C EDGES, AND 12' O/C FIELD.
<br />3 1. BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING • SEAMS. (1) ROW 2x BLOCKING 0 MID
<br />MIN. 2500 PSI LONG. SLAB 4'x4' INSPECTION I I 1'x P.T. STUD \ ✓'�� �
<br />"' PORT At EACH (2) ROWS OF 2x BLOCKING m 2x STUDS 9 IV O/C /. �G 1
<br />MIN PSI MAY VARY PER `� 05 VERT. IN FILLED CELL THIRD POINTS HGT, FOR WALL HGT. s 8 6 .
<br />MUNICIPALITY. FILLED CELL SEE CG/53 OR NOTE:
<br />E THIS SHT FOR INSULATION CHART ��'c' (2) ROWS 2x BLOCKING u1 3rd
<br />TYPICAL G/53 FOR ANCHOR 5/8'x6' 'J' BOLTS�� SEE SECTION C/53 FOR I 1
<br />AM
<br />I PTS FOR WALL HGT. > 8 -6 .
<br />CONCRETE SLAB W/ 6X6 BOLT INFO. SEE THIS SHT FOR INSULATION CHART 1/8 STUCCO FINISH PER ASTM C. 926 APPLY ADDITIONAL INFORMATION
<br />WIAXWIA WWF OR TIBERMESH' NOTE:EXTENp BOLT 24 O.C. VERY. 3 LAYERS W/ TOTAL THICKNESS 1/8' OVER I/2' GYP. WB (MIN.) -9 GARAGE
<br />DECO FINISH 4' to OR 5/8' x V EPDXY METAL LATH. FIRST 2 LAYERS 3/6' THICK CONTINUOUS TO FOOTER BELOW 90°1-IOOK DETAIL SIDE IF APPLICABLE.
<br />V BELOW GRADE I BOLT USP SPT22 CONNECTOR
<br />*USP SPT22 TYP. 5/8'm x 10' V BOLT Q 24' O/C W/ 2'OX EACH. 3RD LAYER 1/8' THICK (SEE NOTES IN 5/8'� EXPANSION BOLT �24 ' O.0
<br />2x P.T. PLATE SECTION 4A SHEET SN FOR ADDITIONAL INFO.)
<br />3/16' PLATE WASHER TYPICAL 2x P.T. PLATE W/ 1' EMBEDMENT (MIN. SHEAR
<br />-USP 5PT22 9 EA. STUD 20" MIN. LAP
<br />ASSUMED FINISHED MIN. 2500 PSI CONCRETE �- SPACE ANCHOR BOLTS 35000 MIN. TENSION 26000)
<br />2X P.T. PLATE "5 REINFORCING
<br />GRADE SLAB W/ 6 x 6 M V MAX FROM END OF 6 x 6 WIA x WIA =
<br />6 MIL VAPOR // \/' z W1.4 x W1.4 WEEP SCREED INSTALLED PER „ BAR p 2' x PLATE WWF OR FIBERIESH 7t
<br />BARRIER \ - - - - - - - - '"3 OR 4 REINFORCING BAR
<br />/ ; .D 4 \\ MONO OR STEMWALL WWF OR 15EWESH MANUF. 4 FRG SECTION R103.12.1 uI - - - - - - - - - "` '
<br />"o r #3 4 04 LAP 5PLICE u D ° D.
<br />/ • • N FOOTING MONO SHOWN ° a
<br />COMP. SOIL. (COMPACTED ° . \ — D �. D . D Z i=y = 40ks i ;
<br />\ FOR CLARITY N tr ��' _ D.
<br />TO 95% MODIFIED // / /\/ D D D °D \ \ \ \ ° b .D FINISH GR�ADEQ E 25" MIN. LAP
<br />PROCTOR ASTM DI551) ° .. m D -
<br />3" MIN. CLR. STD. 90°HOOK -FOR BEARING WALL NQMg\\/�\j��j\\ 6 MIL VAPOR BARRIER / o. ° \� \�� - +15 REINFORCING BAR R 1 1/8' w
<br />(2) 05 REBAR CONT. ON 1 (SEE DETAIL) W/ UPLIFT ONLY / D . \�\/ N z *5 LAP 5PL ICE \ /�\///// /��
<br />3 CHAIRS TYP. UND. 4 I -4 jam\ • .D Q \\ lON 3' CHHA RS / 6 MIBARRIER
<br />//��/ �\ ��/� �/\ COMP. SOIL. (COMPACTED t 36" MIN. LAP (TYP.) 8' 1'-4' 8'
<br />TYPICAL WALL 5ECTION ,4 \ /\ /\
<br />95q° MODIFIED PROCTOR ASTM \\/\\/\/�
<br />SCALE: 3/4' = 1'-0" S3 FRAME WALL TO C.M.U. WALL CONNECTION D D155v ` \
<br />4I 11_,{I +'6 REINFORCING BAR � STD. 90°1-LOOK
<br />SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0' S3 #(o LAP 5PLICE TYPICAL INTERIOR
<br />ADDITIONAL SLAB INFORMATION. T Tj=IC,4L EXTERIOR FR,4" IE W,4LL 1=OOTINC� E RE5,4R. DET,4IL5 1= REARING WALL W1 UPLIFT
<br />NOTE: EPDXY TO BE SIMPSON SET-XP OR EQUIVALENT
<br />13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR SCALE: 3/4'=1'-0" S3 SCALE: N.T.S. CJ3 SCALE: 3/4'=1'-O'
<br />ADDITIONAL SLAB INFORMATION. 53
<br />PAVERS O.H.D. RECESS z
<br />m
<br />6x6W1.4xW1.4
<br />WWF OR FIBERMESH
<br />3 1/2"(min.)- 4"
<br />° - -a ° - tt CxRADE
<br />III— '— _ _ _
<br />6 MIL VAPOR tp °
<br />—III I l f a °a I I BARRIER
<br />11= -
<br />�
<br />�I II !I a�. • . II MIT 6 MIL VAPOR
<br />SEE A/53 OR J/56 - I III 11 111= 4° /sl
<br />OR REINF. INFO. 3' MIN. CLEARANCE MIN,
<br />1'-4' N STY) 1/2' GYP. BD. TYPICAL T1� I CKENED 5LA8 EDGE L
<br />1'-V (2 STY) (1) ROW 2x BLOCKING MID HGT. 211 HOLD GYP. BD.
<br />FOR WALL HGT. s 8'-6', (2) ROWS P.T. 2x 1/2' FROM SLAB SCALE: 3/4'=1'-O' S3
<br />C,4RACE DOOR SL.T48 RECESS J.I 2x BLOCKING 9 3rd PTS FOR 1 CONT. BEAD SEALANT
<br />SEE TYP. WALL SECTION FOR SCALE: N.t.S. 53 WALL HGT. > 8'-6' �_0 4 2X STUDS • 24' O.C. U.N.O.
<br />ADDITIONAL INFORMATION. BLOCK WALL BEYOND INTERIOR GARAGE
<br />1/2' GYP. WB (MIN.) GARAGE SIDE 3 1/2' MASONRY WALL AND
<br />IF APPLICABLE. 13 MA50NRY WALL AND
<br />ARIE `r PAD FOOTING PAD FOOLING
<br />1/4' DIA. X 3 1/4' TAPGONS 6 24' O.HD. RECESS �„ I 1/2' GYPSUM WALLBOARD U.N.O.
<br />RECESS FOR S.CxD. 6 x 6 W1.4 x WIA ;r 2x P.T. PLATE EXPANSION JOINT � W/ DRYWALL SCREWS � 8'O.C. EXTEND FILL CELLS
<br />SEE PLAN WWF OR P15ERMESH O/G 4 • V MAX FROM END OF 2 x CONCRETE NAILS W/ 1 1/4 8 MASONRY WALL TO FOUNDATION PAD
<br />E (2) 5 CONT. ON 3' PLATE = 4 EMBEDMENT • 12' O.G. STAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING.
<br />`�' CHAIRS (TYP.) �� °
<br />d 6 x 6 WIA x WIA d d ' FROM BOTTOM PLATE TO CONCRETE (MIN. 6 MIL VAPOR
<br />SHEAR IeO MIN. TENSION 120) 2 CONY. BEAD SEALANT CONT. FOOTING STEEL
<br />WWF OR FIBERMESH m �' `/ d/ / / w w BARRIER N I
<br />\ ° . d ° \ /\/ ° " 4 „ \ co CONCRETE SLAB S 6 x 6 WIA x WIA
<br />/\\/\, / 6 MIL VAPOR / - — rn WWF- OR FIBER'1ESH cv 1
<br />/ a BARRIER / - \ cp _z z \ \ \ \ \ w
<br />; , 6 MIL VAPOR E
<br />BARRIER \ ° o o `�' fu
<br />N `X\\
<br />\ \ \ 6 MIL VAPOR SEE A/53 OR / %/. 6 MIL VAPOR \ ul
<br />SEE r \ i\\ i\ i \\�\\ i BARRIER J/56 FOR REINF. 3' MIN. CLEARANG BARRIER \ I �/ //\//\//\// / //\// OOTING U
<br />RE INF./ INFO. 4 ° I' - 4 ° 8" ' //i. // //\ INFO. ` . \;/\\/\\/\\/ , \\\\� BEYOND
<br />OPTION #1 8 1 -4 S I'-4" (I STY) PAD REINFORCEMENT
<br />//�//�/ 1
<br />SEE TYP. WALL SECTION FOR 1'-s" (2 STY) 4, 4, (SEE SCHEDULE) CLEARANCE
<br />ADDITIONAL SLAB INFORMATION. TYPICAL INTERIOR REARING -EESFOOTING WIDTH
<br />C ,4R,4GE DOOR 5LA8 iRECE55 J INTERIOP, W,4LL SL,45 5TEi=' NON-5 . K SEE SCHEDULE
<br />SL,48 STEP' � i�ECE55 � S.C.D. 1�'I WALL u1/OUT UPLIFT �� PATIO COLUIVIN 1=TG. DET,4IL rN
<br />SCALE: 3/4'=1'-0' SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-O" SEE TYP. WALL SECTION FOR SCALE: N.T.S. ���3
<br />SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=1'-O' S3
<br />53 53 ADDITIONAL INFORMATION. SLAB INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. 53
<br />ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION.
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<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
<br />www.danscoengineedng.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 = 10BMPH), 3 SEC. GUST,
<br />EXPOSURE "C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT=t0.18) 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 />02019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRBTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />@2019 - 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 />UPDATED CONNECTION
<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 N(;; . Q3 / 02.11.19
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<br />SHEET TITLE:
<br />SECTIONS, DETAILS, & NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 390442
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
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