|
15/5" 5, 15/8 80 1 all /--REFER TO UNDERLAYMENT TABLE ON SHEET 5NI
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE-
<br />12 (2) LAYERS FOR 2:12 < SLOPE < 4,12
<br />(1) LAYER FOR SLOPE �! 4:12
<br />ND FLOOR -50LIlD AREAS ARE 50L ID AREAS ARE (TYP.) SEE ELEV.
<br />VERTICAL JAM STEEL AND GROUT STEEL AND GROUT PRE-ENGINEERED WOOL) TRU55EBs 24' O.C.
<br />1/2' MINIMUM CEMENT FIN15H TYPICAL C.M.U. WALL E,/VDIA. x 5' J-5OLT5 AT 6-314', 41-3/4', 11', AND 136-3/5'A50VE 11 UPLIFT CONNECTOR (SEE SCHEDULE)
<br />GARAGE FLOOR. ALL J-50LT5 WILL BE IN FILLED CELLS (2,000 INTERIOR SAW CUT TO 10 1/2' SAW CUT TO 10 1/2' FULL 8x8xl(o BLOCK DOUBLE 2x4 S.F.F. TOP PLATE
<br />STANDARD 3' D IA. TEE PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT 1/0' STUCCO FIN15H PER A5TM C. 132(o APPLY 3 LAYERS
<br />THREADED 3'DIA. EXTEN511 3/4' FURRING STRIPS REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE WALL 7 W1 TOTAL THICKNE65 1/8' OVER METAL LATH. FIRST 2
<br />HORIZONTAL JAM55 DO NOT TRANSFER LOAD.
<br />st DOOR OPENING DOOR OPENING-� LAYERS 3/5' THICK EACH. 3RP LAYER 1/6' THICK (SEE
<br />1/2' GYPSUM 50ARD Mi DOOR OPENING—* NOTES IN SECTION 4.4 SHEET SN FOR ADDITIONAL INFO.)
<br />SCREW OFF CAP & D IA.) W1 DRYWALL WALL
<br />FOR CLEAN -OUT 5CREW6 6 0' C.C. OR
<br />CRICKET AS
<br />4d DRYWALL NAILS EXTERIOR--/ REQUIRED
<br />DOOR STOP WALL UBP 5FT24 EA. STUD
<br />4 MOLL) ING
<br />MIN. EXTEN51ON FROM EXTERIOR GARAGE 1/2' EXTERIOR GRADE
<br />FACE OF 5LOCK WALL 15 11/2- DOOR - - - -- - - - - - - - - - SHEATHING FASTENED TO
<br />MAXIMI.IM EXTEN61ON FROM IST COARSE 2ND COARSE 3RD COARSE TRUSSES WITH ad COMMON WIRE
<br />EXTERIOR FACE OF 5LOCK WALL TO DRAIN 2x(o P.T. MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE NAILS s 41 O.C. BOUNDARIES, V BLOCKING (TYP.)
<br />15 2 1/4' O.C. EDGES 4 8' O.C. FIELD
<br />COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11' DOOR JAMB WALL 15 TO BE
<br />WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. 2x4 PT STUD5,8 16'O.C.—
<br />(2) 2x4 PT STUDS UND&
<br />WALL CLEAN -OUT t-1,4S0NF,*T' L AT'C J T CARRIER/GIRJDER TRU65
<br />SCALE. N-T.S. DOOR TRACK SCALE. N.T.5.
<br />W/MOUNTING ANGLE �4
<br />NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR USP HTA20 e EA. 5TUD, MAIN SPAN
<br />REF=EfR TO WINDOW fmfRODUCT APPROVAL INSTALLATION INFORMATION PER MANUFACTURER MOISTURE BARRIER ROOF TRUSS
<br />SPEET5 FOR INSTALLATION INFORMATION 5Y
<br />-MANUFACTURER. &"X&'XI(o' K.O. BLOCK W1 (1) 05 UPLIFT CONNECTOR
<br />T`�FIGAL GARAGE [DOOF, 5UGK (�'�K CONT. AND FILLED W1 GROUT (SEE SCHEDULE)
<br />T'T'f=IC,,4L &ECTION THfRU WIN�)Ouj SCALE: N.T.5.
<br />�4 (1) 05 VERT. IN CONG. FILLED CELL
<br />W1 5TD. 900 HOOK IN KO. BLOCK
<br />REFER TO UNDERLAYMENT TABLE ON SHEET 5NI ALT. <NEEUJALL A50VE MA50NIRY WALL [DETAIL E
<br />FOR UNDERLAYMENT REQUIREMENTS 4 PROVIDE- SCALE. N.T.S.
<br />12 (2) LAYERS FOR 2:12 < SLOPE < 4:12 TRUSS BOTTOM CHORD OR
<br />(1) LAYER FOR SLOPE � 4:12 KNOCK -OUT NOTCH LINTEL WHERE REQUIRED -7 2x4 BLOCKING W/ (2) I(od TOE
<br />SEE ELEV. PRE-ENGINEERED WOOD TRUSSES,@ 24'O.C. BLOCK W1 ('�� FOR CONCRETE PLACEMENT NAILS a EACH END
<br />UPLIFT CONNECTOR (5EE SCHEDULE)
<br />DOUBLE 2x4 SPF. *2 TOP PLATE
<br />2x 5.F.F. STUDS 6 16' O.C.
<br />CRICKET AS REQUIRED
<br />U5P SPT24 -a EA. STUD
<br />1/2' EXTERIOR GRADE SHEATHING
<br />FASTENED TO TRU55ES WITH ad COMMON 5 OCKING (TYP.)
<br />WIRE NAILS 6 4' O.C. BOUNDARIES, (o' O.C.
<br />EDGES 4 8' O.C. FIELD
<br />STE). Sd HOOK-/
<br />LINTEL BEAM W1 (1) 05 CONT. IN OPENINGS
<br />GREATER THAN lI WIDE (UN.O. ON PLAN)
<br />0f=ENINr_:s
<br />FILLED CELL W1 (1) *5 VERTICAL
<br />SEE FDN. PLAN FOR LOCATION
<br />I h
<br />i. X iz;;ui&- I -ur- 1-4/"lull IN
<br />Lu
<br />DOUBLE 2x TOP
<br />TOP 5PL ICE
<br />- 0
<br />PLATE --i
<br />*
<br />- 18-IOLI NAILS
<br />OL
<br />ROWS 10d 6 3' O.C. (14 NAILS TOTAL)
<br />2x TOP PLATE -/ d)
<br />2-16d NAILS e 24' O.C. OR
<br />0 a
<br />EQUAL TO TRU58 50TTOM
<br />C RIPPLES -8 IV O.C.
<br />5/8'DIA. X 12' EPDXIED ATR
<br />CHORD OR BLOCKING
<br />,�2x
<br />(PN
<br />W1 MIN.V EMBEDMENT
<br />4 loci a, O.C.
<br />2x 5TUD 6 24'
<br />O.C. MAX.
<br />2x BLOCKING 6 EACH END W1 iOd
<br />44�_
<br />PROVIDE P.A.F. NAILS OR
<br />-s 4' O.C. FROM EACH HEADER
<br />2x P.T. PLA RE EQUAL a 12' O.C.
<br />FACE TO BLOCKING
<br />""'�(2)
<br />SEE A /53 FOR STAGGERED FROM 50T.
<br />ER PLAN
<br />2x HEADER Pr
<br />NOTE.
<br />0 UPLIFT= 31610 (SYP *2)
<br />31050 (5PF)
<br />PLATE TO CONCRETE
<br />'*'�2x
<br />REINF. INFO.
<br />PLATE LENGTH5 MU6T 5E
<br />50TTOM PLATE W/ (1) 10d 8'
<br />VARIES O.C. TO EACH HEADER FACE
<br />AT LEAST 6-0' LONG. (TYP.)
<br />50TTOM 5PLICE
<br />NOTES: - T`�FIGAL INTI--fRIOR NON- 2 x ro 0-11N.) FfRX'�E OVER 6TUID
<br />(DFILL LINTEL AND ALL CELLS AI5O1,`E LINTEL. 5EARING W001D FRAME WALL U5ff HTTI(o N
<br />U5P 5FT22 -9 EA. STUD NOTE. FOR BEAM DEPTH > 22', PROVIDE A 4'x4' INSPECTION UJ,4LL HE,4DEF, IDET,41L r, TOF FLATE &FLIGE QETAIJ� SCALE: NT
<br />2x F.T. PLATF= PORT -8 EACH VERTICAL RE5AR 4 DIRECTLY A50VE THE LINTEL. SCALE. N.T.S. SCALE. N.T.5. 5CALE. N.T.5. �54 NOTE: EFOX"r TO E3E SIMP50N
<br />VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED __j.4 F= 2240 LBS
<br />EVV x loll `J' BOLT -a 24' O.C, MAX /ROOF TRUSS PROPERLY. SET-XP OR EGUIVALENT
<br />W/ 8' EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) BEE FLOOR I -LAN FOR ADDITIONAL INFORMATION. U S-P. USP
<br />5'X&'XI(o' K.O. BLOCK W1 (1) 05 M015TURE BARRIER 4 OPENINGS LESS THAN OR EQUAL TO &'-0' IN WIDTH DO NOT
<br />CONT. AND FILLED SOLID W/GROUT REQUIRE ADDITIONAL 5TEEL REINFORCEMENT UNLESS NOTED ON
<br />FLOOR PLAN.
<br />(1) 05 VERT. IN CONC. FILLED CEL
<br />W1 5TID. 130* HOOK IN K.O. BLOCK TTf=IC,,4Lf=ILLEC)LINTi=—L,455F=M5LT'
<br />KNEE WALL A50VE MA60Nf;RT' WALL DETAIL K F� 8C_ALr=: N.T.S.
<br />.SCALE:
<br />HEADER SUPPORT
<br />NO. OF JACKS 4 STUDS
<br />REQ. AT OPENINGS
<br />OPENING
<br />2x4 WALL
<br />2x(oWALL
<br />STRAPS
<br />JACKS
<br />STUDS
<br />JACKS
<br />STUDS
<br />SIZE
<br />(U.N.O. ON PLAN)
<br />EA ENE)
<br />EA END
<br />EA ENE)
<br />EA ENID
<br />11 -41
<br />(1)
<br />(2)
<br />(1)
<br />(2)
<br />(1) U510 L5TA30
<br />41 - el
<br />(2)
<br />(3)
<br />(2)
<br />(2)
<br />(1) U6P LSTA30
<br />91-1(01
<br />(3)
<br />(3)
<br />(2)
<br />1 (3)
<br />(2) LISP L6TA30
<br />uOt- OT_ 14 6PT24
<br />uOr- or- 11+ -1
<br />5PT24
<br />uvr- ur- 1 1+
<br />ROOF TRUSS ABOVE
<br />2x TOP PLATE 2x BLOCKING
<br />2x STUDS 24, o.r-.
<br />OVERLAPPING
<br />-0.
<br />A
<br />v
<br />NAILED
<br />5/8'xlO' 'J'5OLT
<br />6 24' O.C. MAX.
<br />INTO
<br />(2) I(od TOE NAILS
<br />10d NAILS G (01 O.C. EA. 5LOCKM
<br />MIN, (2) PER
<br />E30TTOM PLATE /-2x P.T_
<br />TRAN50M FRAMING N�J
<br />x
<br />TRAN50M
<br />FRAMING
<br />STAGGERED
<br />WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO
<br />CREATE A 5OL11D 5A5E FOR BLOCK
<br />CONNECTION (SEE PLAN)
<br />SECTION
<br />LATE
<br />V= V=L, I I L,I-i 4�A/v I XN"
<br />AND 55/51 FOR &
<br />2x8 WALL A13OVE
<br />WALL ABOVE.
<br />112'X'� 1/2' PLYWOOD
<br />T\ 11
<br />ADDITIONAL DETAILS
<br />ENTRY
<br />6CRAP MATERIAL
<br />A
<br />SEE FLOOR PLAN NOTES
<br />\ 1 9-
<br />U5P 5PT22
<br />K.O. BLOCK W1
<br />FOR REQUIRED
<br />1
<br />USP SPT4
<br />USP SPT4
<br />J-5OLT5 6 24'O.C.
<br />(1) 15 CONT. 4 FILLED
<br />_J
<br />(2) ROWS l2d NAILB STAGGERED
<br />RECESS
<br />MAX
<br />LLJ
<br />6 12' EACH FACE
<br />LINTEL
<br />5/5"XI0'J-50LT5
<br />CD
<br />O.C. OR
<br />C1 11
<br />2x P.T. PLATE
<br />T-O' O.C.
<br />(3) ROWS l2d NAILS STAGGERED
<br />-
<br />4
<br />MOUNTING BASE NOT
<br />FORM CREATES CONCRETE RECESS TO
<br />612'0.C. FOR2xI0ORr ATER
<br />3RE
<br />..
<br />A-
<br />MA60NRY WALL
<br />SHOWN FOR CLARITY
<br />SEE DETAIL BELOW
<br />MOUNTING BASE 6HOWN IN
<br />P051TION
<br />2x4 (NOM.) RECEIVE GARAGE DOOR AND TOALLOW
<br />FOR WATER 6HED.
<br />HEADER
<br />2X8 P. 1. 50 1 101-1 PLATE
<br />2x CRIPPLES 6
<br />5EAT FOR BLOCK 18 POURED
<br />2x(o MOUNTING BASE
<br />KEEP STIFFENER BACK FROM 51DE5 ENOUGH
<br />16' O.C. W1 (2) 12d
<br />IN PLACE CONCRETE
<br />TO ALLOW SPACE FOR FLAT MA5ON6 TOOLS
<br />TOENAILS T/5
<br />E,/8"xl0' 'J' BOLT 10 24' O.C. MAX.
<br />GARAGE FLOOR SLAB
<br />&xbxl(o C.M.U.
<br />(2) 2x HEADER (SEE PLAN)
<br />LISP C
<br />(MIN. (2) PER 50TTOM PLATE)
<br />C
<br />TROWEL FINISH 5EE
<br />GENERAL NOTES
<br />(THIS 18 A RECOMENDATION FOR CON6TRUCTION OF TH15 FORM. ANY
<br />I
<br />U8P SPT4
<br />5FT24
<br />USPSPT4
<br />MATERIAL OR CONSTRUCTION METHOD MAY BE U5ED PROVIDED ENID
<br />INTERIOR HEADER
<br />SLOPE FORWARD
<br />PRODUCT MEET5 THE SHAPE AND DIMENSIONS OF THIS DRAWING.)
<br />(1) 2x BILL PLATE W1
<br />lod NAILS iv 4'0.c:.
<br />FOR DRAINAGE
<br />10d NAILS 6
<br />(2)12d TOENAILS.
<br />6TAC-61ERED
<br />A
<br />10d NAILS (o' O.C.
<br />GARAGE FLOOR
<br />r-:s,4fR,4r-,;;r= ENTIR'T' F0fRM DETAIL
<br />8' O.C. TYP.
<br />BOX EXTERIOR HEADERS
<br />Z
<br />STAGGERED
<br />HEADER (1) 2x SILL PLATE W1
<br />TRANSOM FRAMING
<br />&C;ALE. N.T.5.
<br />2x JACK5 (SEE
<br />ONLY (2)12d TOENAILS. OPENING
<br />0 0
<br />BEYOND.
<br />N
<br />TABLE AIBOVE)__"�
<br />LARGER THAN 4 FT. (2) 2x
<br />NAILED NTO
<br />TRANSOM
<br />F_
<br />�101JNTING� 5ASE DETAIL
<br />GARAGE DOOR RACK MOUNTING BRACKET
<br />SILL PLATE W/ MP3 CLIPS
<br />FRAMING
<br />PLYWOOD
<br />.. - I... . 5 . . ..
<br />6 EA. SIDE
<br />TRANSOM FRAMING
<br />A-\
<br />PLYWOOD FASTENED TO TRUSSES
<br />0
<br />SHEATHING
<br />GARAGE DOOR ROLLER GARAGE DOOR TRACK
<br />SEE BECTION, AA/51 AND
<br />W1 ad COMMON WIRE NAILS 6 41 O.c.
<br />SEE PLAN FOR FOOTING
<br />CONNECTION A55EM5LY
<br />2x STUDS (SEE TABLE
<br />55/61 FOR ADDITIONAL
<br />BOUNDARIES, (o' O.C. EDGES AND
<br />L
<br />DIMENSION5
<br />DIRECTION OF GARAGE ........... :`.: ....
<br />ABOVE)
<br />DETAILS
<br />a' O.C. RELD
<br />DOOR TRAVEL ...............
<br />LISP HTTI(o TYP. U.N.O.
<br />USP
<br />PLYWOOD
<br />GAFRAGE ENTfP,T' FlNieHED
<br />t'1450MRY DETAIL
<br />SEE N/54
<br />5PT22
<br />SHEATHING
<br />SCALE: N.T.S.
<br />0, 01
<br />P.T. 50T. PLATE
<br />RECE55
<br />/-USP
<br />MA5ONRY--
<br />WALL BELOW a-I-5/8"XI0"J-5OLT5
<br />ID 24'0.C.
<br />a/
<br />LINTEL
<br />5PT4
<br />LISP
<br />MAX. (MIN. (2) PER 50TTOM PLATE)
<br />HOLD DOWN CONNECTIONS
<br />5PT4
<br />ALTERNATE:
<br />NOT REQUIRED 6 BEARING
<br />5/8' D IA. ATR EPDXIED
<br />50TTOM r�F MOUNTING 5 E
<br />WALLS WITHOUT UPLIFT
<br />A .
<br />A
<br />A
<br />MIN. (o' INTO BOND 13EAM
<br />POURED CONCRETE 5A5E FOR�j TO BE 2'A5OVE FIN15HEID
<br />BLOCK WALL. RECE55EP
<br />2X11 P.T. 50TTOM
<br />24' O.C.
<br />SPACE FOR GARAGE DOOR GARAGE FLOOR
<br />WALL
<br />HEADEIR DETAIL
<br />PLATE
<br />AND WATER 6HED FORWARD
<br />TH16 DRAWING.
<br />SCALE: N -T-s- k\, � J4
<br />FRAMING IDETAIL5 A50VE ENTRY
<br />f=AfRTIAL INTEIRICIR ELEVATION
<br />10' V BOLTS 6 24'
<br />O.C. MAX.
<br />SCALE: N.T.S.
<br />(MIN. (2) PER 50TTOM PLATE)
<br />SCALE: N.T.S.
<br />11-1 ....... . . . . . . . .
<br />DANSCO
<br />ENGINEEPJNG, ILLC
<br />P.O. BOX 3400
<br />Apollo Beach, Floiida 33572
<br />p. 8 13.645.0166
<br />f. 813.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
<br />CD
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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 />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 VAUD FOR 12 MONTHS
<br />AFrER 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 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 />I CROSS-REFERENCE TABLE
<br />I
<br />VERSION NQ.1 �jl.Qj /.02.11.19
<br />1XI
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<br />C�4
<br />CL.
<br />d
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<br />ad
<br />ui _3
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<br />Lu
<br />=) * >_ 4t *
<br />z :�i 1-4
<br />Uj Lj Uj
<br />z
<br />Lu E] El
<br />SHEET TITLE:
<br />SECTIONS, DETAILS, & NOTES
<br />SHEET INFORMATION:
<br />JOB NO.: 390221
<br />DATE ISSUED: 02.20.19
<br />DRAWN BY: LF
<br />REVIEWED BY: TH
<br />S4
<br />%10
<br />0
<br />00
<br />LO
<br />r-
<br />
|