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INSULATION REQUIREMENTS
<br />LOCATION R-VALUE / TYPE
<br />EXT CONG WALL R-4.1 HIGH PERM
<br />EXT PRAMS 2 x 4 R-11/R-13 KRAFT PAGED
<br />EXT PRAMS 2 x 6 R-113 KRAFT PAGED
<br />R-30 BLOWN- IN TRUSS BOTTOM CHORD OR 2x4 BLOCKING
<br />CONDITIONED GEILING 5/8'OR 1/2' HIGH STRENGTH (UN.O.) W/ 2-16d TOE NAILS m EACH END
<br />(INSTALL BAFFELS AT EAVE) (OR %' GYP. TYPE 'X' ,s GARAGE
<br />W/ A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT
<br />REFER t0 UNDERLAYMENT CABLE ON SHEET SNI GARAGE SEPARATION R-II/R-13 KRAFT PACED CONNECTIONS. PROVIDE (1) USP WTW20 WHEN
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE: (GARAGE / LIVING) S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW OR 5/8' HIGH STRENGTH BOARD TRUSS BOTTOM CHORD OR 2x4
<br />(2) LAYERS FOR 2:12 < SLOPE < 4:12 (UN.O.) (OR 5/8' GYP. TYPE 'X' �
<br />8'x8'xl6' NOMINAL BLOCK WITH TOP PLATE GARAGE W/ A HABITABLE ROOM BLOCKING W/ 2-16d TOE NAILS
<br />(1) LAYER FOR SLOPE >_ 4:12 3/8' MORTAR BETWEEN COURSES ABOVE) 9 EACH END
<br />USP SPt24 2'x S.P.F. TOR EQUAL) STUDS • 16' O.G. UN.O.
<br />12 PRE ENGINEERED WOOD TRUSS 9 24' O.G. U.N.O. CONNECTOR S.PR DOUBLE TOP PLATE SEE UPLIFT SCHEDULE FOR UPLIFT
<br />HURRICANE ANCHOR 9 EACH TRUSS II II II II
<br />(TYP) VARIES (SEE UPLIFT SCHED.) W/ METAL PL. -�i �� ° 11 1/2' CDX PLYWOOD OR 1/1V 0.S$. (1) ROW 2x BLOCKING 9 MID HGT. FOR WALL USP SPT24 CONNECTOR CONNECTIONS. PROVIDE (1) USP HTW20 WHEN
<br />UNDER EA. TRUSS---- _---J�---- _-- JL_________JL_______-- TRUSS ALIGNED WITH STUD BELOW
<br />--- ii ----- li ------ II------ii------ii --- SHEATHING REQ'D. FOR ALL HGT. <8'-6'. (2) ROWS 2x BLOCKING 6 3rd 1/2' GYP. W.B. MIN. g GARAGE SIDE
<br />n II II ii II EXTERIOR OR SHEAR WALLS AS PTS FOR WALL HGT. > V-V. IF APPLICABLE ,
<br />015TURE BARRIER I n u n ii u 2 x S.PF, (OR EQUAL) STUDS B 16 O.C. UXO,
<br />INSULATI B I IL llu INDICATED ON THE PLAN. ATTACH SEE THIS SHT FOR INSULATION CHART (1) ROW 2x BLOCKING 0 MID HGT. FOR
<br />ROOF COVERING L_____]IL______ _________JL______-_-_]IL_________JL____ SHEATHING W/ Sd COMMON NAILS '� 1 1
<br />1/16' 0.rv-.5. MIN. (FOR SHINGLE) OR 19/32' 055 r---------ter—----�r----------,r---------71r---------
<br />i ii ii WALL HGT. < 8 -6 . (2) ROWS 2x BLOCKING SEE THIS BHT FOR INSULATION CHART
<br />(FOR TILE) SEE ROOF NAILING SCHEDULE ON � it ii ii 3/8' MORTAR BETWEEN 4' O.G. 6 BOUNDARIES, V O.C. s 3rd PTS FOR WALL HGT. > 8'-V.
<br />SHT SNI 8 x4 x16 NOMINAL ii ii ii ii EDGES, AND 9 12' O.C. • FIELD USP SPT22 CONNECTOR 1 1 1 1 1
<br />BLOCK WITH 3/8' I� ii ii ii SLAB 4 BLOCK 5/8 x 10 J BOLT 24 O.G. W/
<br />ELEV. VARIES L ___ ____JL_________JL_________J __ ______
<br />MORTAR BETWEEN II ii li = i1 USP SPT22 CONNECTOR 2'� x 3/16' PLATE WASHER (TYP.)
<br />COURSES cut to _ 5/8'm x 10' 'J' BOLT �
<br />I u n ii n it 2x P.T.BOTTOM PLATE
<br />5/8 OR 1/2 HIGH i u u ii II a 24 O.C. W/ 2 0116 2x P.T. BOTTOM PLATE 2 6 x 6 WIA x WIA WWF OR F15EWESH
<br />STRENGTH CEILING ALUMINUM SLOPE. I iI n ii m II ELEV. 0'-0' PLATE WASHER (TYP. C3 1/2' MIN.
<br />DRIP EDGE LL______ L_________JL______ __JL____ ___JL—_—_ 6 X 6 W1.4 X W1.4
<br />BOARD PER CODE (OR I u u n A.F.F. WWF OR FIBERMESH '
<br />5/8' GYP. TYPE 'X' g ALUMINUM FASCIA ELEV. -0 -4 1/2 L________—JL_ __ — z 3 I/2 MIN. D ° '
<br />—_JL----- _JL__ t 1
<br />GARAGE WIA HABITABLE 2x SUB FASCIA AFF. ° 4 ° — — — — — — — — — —
<br />ROOM ABOVE) 12 O , ° d ° 4 ° d ° ° 4 .. Q 0 D— _ — —D_4 Z D \/
<br />° ° ° ° ° ELEV. -0'-3 1/2C' — z< D— — D ° �\ / 3 1/2°(min-) TO
<br />2 VENTILATED 4. -d . A.FF. O p. , �� / ( /S \ P •
<br />W/DRYWALL SCREWS • 1 SOFFIT ° ° ' . . ° ° d " d a 2X4 CONt. ° ,� _ — - — — - — D °D. ° T�� 3 I/2"lmin.)- 4' 3 1/2" mi .
<br />O.G. CEILING 4 8' O.G. ° ° d.- ° - co P • \ \ 6 MIL VAPOR
<br />8'x8'X16' KNOCK -OUT I . I ° .. g. BARRIER
<br />WALLS BLOCK W/ 145 CONT. ° d °/� \
<br />SEE THIS SHT FO GARAGE DEPTH VARIES ° \ // \ \ \ \� \ 6 MIL VAPOR (2) 05 CONT. 4" \ 1 -4° 8"
<br />FILLED SOLID ° ° d. d / /\/\ BARRIER
<br />INSULATION CHART W/GROUT a ° �. ' (2) S CONT. \ U.N.O. MIN,
<br />Ix2 P.T. HORIzONTA S" C.M.U. TYPICAL
<br />NAILER TYPE "S" MORTAR U.N.O_ MIN. ,4LTRN,4T T,I'PIG,4L_3,4RINC
<br />STD. 90°HOOK (SEE DETAIL) ARCHITECTURAL �,41R,4�E 5L,45 ,4T 5TEP T*I'PIC,4L 5E,4RINC-3 UJ,4LL e STEPrc; WALL e 5TEf= UJ/O 5HE,4R WALL CC
<br />SEE THIS BHT FORFINISH SCALE: 3/4'=1'-O' SCALE: 3/4"=1'-0' S3 SCALE: 3/4'=l'-0' S3
<br />INSULATION CHART 53
<br />Ix2 PT WD FURRING 9 24' O.C.
<br />1/2' GYPSUM WALLBOARD UN.O. �?J
<br />(1) 05 VERT. IN FILL 2x S.PR STUDS 16 O.G. ,
<br />CELLS (SEE 2x STUD 1/2' OR 1/1V 055 MIN, PLYWOOD SHEATHING
<br />LOAD BEARING O
<br />lx4 P.T. BASE NAILER FOUNDATION PLAN I I 8, C.M.U.NAILED W/ Sd COMMON NAILS 9 4' O/C
<br />FOR LOCATIONS) EXTERIOR WALLBOUNDARIES, V O/C EDGES, AND 12' O/C FIELD.
<br />3 1/4' BASEBOARD SHEAR WALL REQUIRES 2x BLOCKING w SEAMS. (1) ROW 2x BLOCKING • MID
<br />4'x4' INSPECTION I I 1'x P.T.STUD �
<br />MIN. 2500 PSI CONG. SLAB m - (2) ROWS OF 2x BLOCKING • 1
<br />PORT AT EACH v 2x STUDS 9 16 O/C 1
<br />MIN PSI MAY VARY PER / HGt. FOR WALL HGT. < 8 -6 .
<br />FILLED CELL SEE CC/33 OR "5 VERt. IN FILLED CELL THIRD POINTS �s NOTE:
<br />MUNICIPALITY, TYPICAL G/S3 FOR ANCHOR 1 1 1 1 E THIS SHT FOR INSULATION CHART ��J SEE SECTION C/S3 FOR (2) ROWS 2x BLOCKING '9 3rd
<br />5/8 x6 J BOLTS PTS FOR WALL HGT. > 8'-6'.
<br />CONCRETE SLAB W/ 6X6 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 />WL4XWL4 WWF OR 'FIBERMESH' - 1 OR 5/8' x 6' EPDXY 3 LAYERS W/ TOTAL THICKNESS 1/5' OVER 1/2' GYP. WB (MIN-) ® GARAGE
<br />DECO FINISH 4 to METAL LATH. FIRST 2 LAYERS 3/8' THICK CONTINUOUS TO FOOTER BELOW 90°NOOK DETAIL SIDE IF APPLICABLE.
<br />6' BELOW GRADE =USP SPT22 TYP. I BOLT 5/8'� x 10' V BOLT m 24' O/C W/ 2'OX EACH. 3RD LAYER 1/5' THICK (SEE NOTES IN .� USP SPT22 CONNECTOR
<br />_ K.O. SLOGK
<br />.' — z 2x P.T. PLACE 3/16' PLATE WASHER TYPICAL SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.) 2x P.T. PLATE W/81 EMBEDMENTEXPANSION (MIN. BOLHS 24 'O.C.
<br />ASSUMED FINISHED MIN. 2500 PSI CONCRETE -USP 5PT22 EA. STUD 20" MIN. LAP a SPACE ANCHOR BOLTS 3500" MIN. TENSION 26000)
<br />csJ i i 2X P.T. PLATE 15 REINFORCING
<br />GRADE SLAB W/ 6 x 6 + V MAX FROM END OF 6 x 6 W1.4 x WIA
<br />6 MIL VAPOR // �/' z WIA x WIA WEEP SCREED INSTALLED PER �, BAR '�
<br />BARRIER ; .D F 4 ��\ MONO OR STEMWALL — — — — — — — — WWF OR IBERMESH MANUF. 4 FRG SECTION R103.12.1 "3 OR 4 REINFORCING BAR 2 x PLATE WWF OR FIBERMESH M
<br />FOOTING MONO SHOWN D D ° \ 1 #3 #4 LAP SPL ICE u _ _ ' — — — — .— — — _ o — —
<br />TO 95 MODIFIED COMP. SOIL. PACTED /� FOR CLARITY `p _
<br />d• ° .. °. �... D ° Z Fy= 40ks1 -1 ° D
<br />/ /\/ \ D p" D °D \ \ \ \ ° D FINISH GRADECO T 25' MIN. LAP
<br />PROCTOR ASTM D1551) \ ,\ ,\\ ,\\ \ D. p ° ° �j �j �j \ m / D D _ ���� ; • •/��
<br />NOTE: ° D - \ Co
<br />3' MIN. CLR STD. 90°HOOK *FOR BEARING WALL g \�j\�j\�j�� 6 MIL VAPOR BARRIER / D e. ° \� \�� - NS REINFORCING BAR R 1 1/8,
<br />(2) 05 REBAR CONT. ON (SEE DETAIL) \�\/ z #5 LAP SPL ICE //�/�/ /� 6 MIL VAPOR
<br />3' CHAIRS TYP. UN.O. 4° 1'-4' W/ UPLIFT ONLY / \ \ \ \ \ \ \ \ \ \\ D ' // //\\" (2) 05 CONT. \ \ \ // \
<br />/ COMP. SOIL. (COMPACTED t \ ° \\ \ 36" MIN. LAP ON 3 CHAIRS A ° BARRIER
<br />TYPICAL uJ,4LL SECTION A `��\ /\ /\ 95% MODIFIED PROCTOR ASTM \ / / //` 101,(TYP.) al 1-4 8
<br />SCALE: 3/4' = 1'-0" 53R,41„IE 1.U,4LL TO C.1„I.U. UJ,4LL CONNECT ION D1551) ��� •��
<br />411 lI_ {1 +'6 REINFORCING BAR S 8TD, 90°1-IOOK
<br />SEE TYP. WALL SECTION FOR SCALE: 3/41=1'-0' S3 #6 LAP SPLICE T''PICAL INTERIOR
<br />ADDITIONAL SLAB INFORMATION. T"I'PIG,4L EXTiERIOi, FR,4ME UJ,4LL FOOTING E RE5,4R DET,4IL5 rr- BEARING WALL UJ/ UPLIFT
<br />NOTE: EPDXY t0 BE SIMPSON SET-XP OR EQUIVALENT
<br />13" BLOCK WALL BEYOND SEE TYP. WALL SECTION FOR
<br />SCALE: 3/4'=1'-O' S3 SCALE: N.T.S. 53 SCALE: 3/4'=l'-0'
<br />ADDITIONAL SLAB INFORMATION. 53
<br />PAVERS O.H.D. RECESS z
<br />—IN
<br />m &x&WIA xWIA
<br />3 1/2 "(min.)- 411
<br />WWF OR FIBERMESH
<br />-
<br />�- \ �t GRADE
<br />6 MIL VAPOR
<br />—III I BARRIER
<br />� I I —III
<br />6 MIL VAPOR
<br />SEE A/53 OR J/S6 - I I I l I Ill I I 1 11 1 I 11= 4' g
<br />FOR RE . INFO. 3' MIN. CLEARANCE MIN.
<br />1/2' GYP. BD.
<br />1'-4' N STY) T1'P I C,4L THICKENED SL.,45 EDGEK7NN
<br />1' S' (2 STY) (1) ROW 2x BLOCKING 9 MID HGT. HOLD GYP. BD.
<br />FOR WALL HGT._ 8'-6', (2) ROWS P.T. 2x 2 1/2' FROM SLAB SCALE: 3/4'=1'-0' S3
<br />G,4R,4GE DOOR SL,48 RECESS J.j 2x BLOCKING -1 3rd PTS FOR 1 6 CONT. BEAD SEALANT
<br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. CJ3 WALL HGT. > 8'-6'00 2X SCUDS • 24' O.C. LINO.
<br />ADDITIONAL INFORMATION. BLOCK WALL BEYOND INTERIOR Cx,4R,4CxE
<br />1/2' GYP. WB (MIN.) 9 GARAGE SIDE 3 1/2'
<br />JARE IF APPLICABLE. 13 MASONRY WALL AND PAD0IOOTI1 NRY L AND
<br />1/2' GYPSUM WALLBOARD UND. PAD FOOTING
<br />RECESS FOR S�G.D 6 x 6 WIA x WIA � 2x P.T. PLATE 1/4' DIA. X�3 1/4' TAPCONS 9 24' 1 EXPANSION JOINT O.HD. RECESS N 1 u W/ DRYWALL SCREWS • 8'O.C. EXTEND FILL CELLS
<br />SEE PLAN WWF OR FIBERMESH O/C 4 6 MAX FROM END OF 2 x — CONCRETE NAILS W/ 1 1/4 8 MASONRY WALL TO FOUNDATION PAD
<br />(2) "5 CONT, ON 3' PLATE _ EMBEDMENT 12' O.G. STAGGERED, SEE THIS SHEET FOR INSULATION CHART MAT REINFORCING.
<br />m CHAIRS ItYP.) a—......< ° .
<br />FROM BOTTOM PLACE TO CONCRETE (MIN. -
<br />6 MIL VAPOR
<br />m j = - ��- 6 x 6 WIA x W1.4 m `�,':'; SHEAR 1800 MIN. TENSION 1200) 2' CONt. BEAD SEALANT CONT. FOOTING STEEL
<br />° WWF OR F15ERMESH °� < Z. BARRIER
<br />—_°------\/��\j 4"\ co CONCRETE SLAB 6x6W1.4xW1.4 d `°� Cx
<br />6 MIL VAPOR m o /�/ - _ m WWF OR FIBERMESH N
<br />LL
<br />6 MIL VAPOR 1 _ =�- — — — = cil �� ��� _ • ��� ��� ���
<br />BARRIER
<br />. a D BARRIER r 4—--�--- O�u�n� N
<br />—
<br />n z r • • • •
<br />\� 6 MIL VAPOR ° \' \ \ JL U / —
<br />SEE A/S3 OR \ �/ \ ch 6 MIL VAPOR �` \\ \�r r\�\��`
<br />r r\� r\ i //\ \ \ i BARRIER J/36 FOR REINF. 3 MIN. CLEARANCE BARRIER
<br />\ v
<br />SEE A/S3 FOR 4° \ 1'-4° 8° \//\/�/ /TING
<br />REINF. INFO. 8' 1'-4° 8° INFO. //��/� BEYOND
<br />PAD REINFORCEMENT
<br />OPTION #I 1'-0' (2 STY) 1 1 (SEE SCHEDULE) FOOTING WIDTH 3 MIN.
<br />ADDITIONAL SLAB INFORMATION. T�SEE TYP. WALL SECTION FOR'PICAL INTERIOR 5EARINC 4 4 CLEARANCE
<br />C,4R,4C�E DOOR SL,45 RECESS J INTERIOR WALL 5L,45 5TEP NON-5RG. K SEE SCHEDULE
<br />5L,45 5TEP $ RECE55 e 5.C�.D. M uJ,4LL �J/OUT UPLIFT P,4TI0 COLUMN FTC _ DET,4IL rN
<br />SCALE: 3/4'=1'-O' 5EE TYP. WALL 5EGTION FOR SCALE: 3/4"=1'-O' SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4'=1'-0' S3
<br />53 53 ADDITIONAL INFORMATION. SLAB INFORMATION. SEE TYP. WALL SECTION FOR SCALE: NtS. CJ3
<br />ADDITIONAL SLAB INFORMATION. ADDITIONAL INFORMATION.
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
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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 />E(POSURE"C" ENCLOSED (INTERNAL
<br />PRESSURE COEFFICIENT=±0.18) WIND ZONE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AF1'ER THE DATE IT LS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OFTHIS DRAWINGONLY.
<br />©2019 LENNAR CORP.-THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<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 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—NO.
<br />4
<br />5
<br />Ls
<br />r ,
<br />Y �
<br />cm
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<br />Q LLi = LLi LLi
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<br />SHEET TITLE:
<br />SECTIONS, DETAILS, & NOTES
<br />(MONO)
<br />SHEET INFORMATION:
<br />JOB NO.: 390443
<br />DATE ISSUED: 04.04.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S3
<br />
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