|
1.
<br />5YME3CL5
<br />BUILDING SECTION KEY
<br />(Section No. over 51�lset No.)
<br />INTERIOR ELEVATION KEY
<br />(Elev. No, over Sheet No.)
<br />DETAIL KEY
<br />(Detail No. over &)eet No.)
<br />WINDOW SCHEDULE KEY
<br />0 (SEE WINDOW SCHEDULE 6HT.
<br />0— STRUCTURAL NOTE
<br />0—+ H05E 5155
<br />H.5.
<br />MAW
<br />TYPE
<br />ROUGH OPENING
<br />A
<br />256w
<br />38' X b3'
<br />355H
<br />54'x b3'
<br />245H (TEMP)
<br />38' x 51'
<br />b' D IA 6TD. STEEL PIPE
<br />FILLED SOLID W1 CONCRETE
<br />EM5EDED PIPE PROTECTED
<br />W1 CATALYZED POLYUWTqANE
<br />CONC. SLAB, SEE PLAN
<br />CONC, FOOTING, 55EE PL 6 MIL VAPOR 13ARRIER
<br />COMP, SOL, 66EE PL
<br />0 FIFE 5OLLARD DETAIL
<br />SCALE. 1/2'=I'-O'
<br />CL
<br />53
<br />cIrl
<br />5EPROOM 3
<br />12'-O'x 114'
<br />5-ol cLIG, HGT.
<br />--I
<br />A rA -
<br />P5F
<br />ENTRY *EGRE5%
<br />2 1 31-4
<br />14'WIDE
<br />�)— — — __mT Z;�
<br />7
<br />I&'5Q X 36'H CMU
<br />*L4, j- 4 F-4, COLUMN BASE
<br />301-01 201-01
<br />-TO-GiAR. WALL
<br />1100R PIAN
<br />2
<br />LE- 1/4'= -0-
<br />NOTE TO TRUSS COMPANY:
<br />ALIGN TRUSSES TO
<br />ALLOW FOR A.H. TO
<br />BE ALIGNED.
<br />* * * * * I
<br />NOTE: A.H. STAND DIMENSIONS
<br />ALL INTERIOR ANGLE GAS -- 6' W. x 36' W. x 52' L.
<br />WALLS ARE AT 4 DEG, ELEC.: z 24' H. x 36' W. x 52' L.
<br />AREA T,45ULATION
<br />MODEL260(o
<br />LIVING AREA 251(o 5P.
<br />GARAGE 614 5F.
<br />COVERED ENTRY - ELEV. 'A" 51 5F.
<br />WVERED ENTRY - ELEV. '5' 15(0 5R
<br />TOTAL AREA 'A'= 3301 5F. V= 340(o 5F,
<br />WINDOW
<br />5CHEDULE
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />61-61
<br />33312' WIDE X 2625' HIGH
<br />bl-81
<br />48312' WIDE X 2bZ' HIGH
<br />61-81
<br />1 33312' WIDE X 2025'HIW
<br />CLEAR OPENING 5f
<br />5b� 5F.
<br />8.61 5f.
<br />48 5F.
<br />SILL HEIGHT
<br />r'/A' 1A,
<br />(D FLOOR PLAN
<br />5CALE- I/4'=I'-0'
<br />L.SGOND
<br />I DIMENSION CONVENTION I
<br />& EXTERIOR OPENING DIMENSION
<br />OUTSIDE FACE OF 8"
<br />NOMINAL BLOCK
<br />4" FRAME WALL U.N.O.
<br />FROM OUTSIDE OF BLOCK
<br />VERTICAL REINFORCMENT IN C.M.U. NEAR WALL W1 (I -NO, 5 BAR IN
<br />GROUTED CELL TYPICAL UND.i HOOK INTO TIE BEAM AT TOP 4
<br />F-00 I ING AT BOTTOM.)
<br />FILL CELL TO ONE COURSE A5V PIPE (NO RE5AR)
<br />CMU, SHEAR WALL (BLOCKS BETWEEN FILLED CELL$ ARE NOT
<br />TO BE FILLED UNLE66 514OWN ON THE PLAN)
<br />8'-0' TOP OF MA50NRY
<br />9'- 4' TOP OF MASONRY
<br />5EARIWG WALL 2X STUD5 6 16' OC, W1 1/2' GYP. (UN.O. ON PLAN)
<br />2X STUD W1 1/2' GYP, (UNJO. ON PLAN)
<br />FLOOR f=L.4N Noorrms:
<br />1. SEE PRODUCT APPROVAL SWEETS FOR DOOR AND WINDOW TABLES AND
<br />INSTALLATION INFORMATION.
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH-IINS MUST 13E COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUE5TIlNG THE FRAMING INSPECTION (PER
<br />FEIC 1103).
<br />3. *-DENOTE6 EGRES5 WINDOW
<br />4. GARAGE DOOR $HALL BE LABELED WITH A PERMANENT LABEL PROVIDED BY THE
<br />MANUFACTURER
<br />5. EXTERIOR WINDOWS 4 DOORS SHALL BE LABELED WITH A PERMANENT LABEL,
<br />MARKING, OR ETCHIN6j PROVIDING TRACEABILITY TO THE MANUFACTURER AND
<br />PRODUCT,
<br />6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWA13LE STIRE65 DESIGN
<br />PFfSSURE5. FOR ULTIMATE DESIGN PRESSURES SHALL 13E PERMITTED TO BE
<br />DIVIDED BY 01o,
<br />I. OPENINGS 13ETUEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID
<br />WOOD DOORS NOT LESS THAN 13/8' IN THICI(NE66, SOLID OR HONEYCOM5-CORE
<br />STEEL DOORS NOT LE55 THAN 13/&' THIM OR 20-MINUTE FIRE -RATED DOORS.
<br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATIWG THE WALLS OR CEILNG6
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIR
<br />NO. 2bGA SHEET STEEL, I- MINIMUM RIGID NONMETALLIC CLA55 0 OR CLA55 I DUCT
<br />BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENIWG5 INTO THE
<br />GARAGE
<br />STRLZTLA4L NOTES
<br />PROVIDE (1) 0 � CONT. IN 8" P.C. LINTEL 4 (1) 0 5 IN &I' rO. BLOCK ABOVE,
<br />FILLED SOLID WITH GROUT.
<br />PROVIDE 8' P.C. LINTEL 4 (1) S IN 8' K.O. BLOCK ABOVE, FILLED SOLID IN
<br />GROIJT
<br />PROVIDE (1) 15 CONT. IN 6" P.C. LINTEL W1 2" RECESS 4 (1) 0 5 IN 8" <O, BLOCK
<br />ABOVE, FILLED SOLID WITH GMT
<br />PROVIDE (1) S IN 13' P.C. LINTEL FILL 50LID W1 GROUT
<br />(3) 2x4 COLUMN W1 4-ed TOENAILS TOP 4 50TTOM
<br />(2) 2x8 5IFF42 HEADER W1 BLOCKING. PROVIDE (1) 2xro JACK STUD 6 EA
<br />END OF HlEADER
<br />ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-ed TOENAILS TOP 4 50TTOM
<br />(2) 2X8 SPM BEAM W1 U5P HTWO * COLUMN 4 USP THD28-2 MAWNRY
<br />HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
<br />Tlws
<br />(2) 2X8 5FM 13EAM W/ U5P THD28-2 HANCeRf 51DE BEAM,
<br />USING b-I&D 4 6-10D NAILS, AND USP 14TW20 o INTERIOR COLUMN
<br />0� 4X4 P.T. COLUMN ON CMU COLUMN BASE W1 (2) U5P TDL5 OR USP PAU44 9
<br />BASE, PROVIDE MIN. VMEDMENT INTO 5IMP50N SET-XP EPDXY OR EQUIV.
<br />FOR ANCHOR 5OLTS
<br />NOTE-
<br />1. POWER BOX LINTEL (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4
<br />MNFORCEMENT INFO AS INDICATED A50VE (RIE-FER TO POWER BOX LINTEL CATALOG FOR
<br />mow INFO)
<br />15SUANCE OF PLANS FROM THIS DESIGNER5 OFFICE SHALL NOT RELIEVE THE
<br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
<br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />CONSTRUCCTION.
<br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
<br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO T14E ATTENTION OF THE
<br />DESIGNERS OFFICE FOR CORRECTION BEFORE CO'MCEMENT OF ANY CONSTWCTICK
<br />ANY REvI5ION5 OR CHANGES, NOT RELATED TO THE CORRECTION OF ERRORS THA"
<br />ARE MADE AFTER THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO
<br />ADDITIONAL FEES.
<br />IF ANY MODIFICATIONS ARE MADE TO THESE PLANS BY ANY OTHER PARTY OTHER
<br />THAN THE DESIGNERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE.
<br />DANSCO
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flo�cla 33572
<br />p. 813.645.0166
<br />f. 813.645,9698
<br />www.danscoengineering.com
<br />CA 25948
<br />C:)
<br />CD
<br />fN
<br />Z
<br />0
<br />z<
<br />LI Ln
<br />0- (LALJ L-Lj 4-
<br />2: '
<br />CL
<br />Z
<br />9 fy)
<br />< t; 00
<br />z
<br />w
<br />Z
<br />Lu
<br />0
<br />CD
<br />Lu
<br />ry >_
<br />Lu z <
<br />—0
<br /><
<br />Lu CL
<br />Li
<br />wo—u
<br />z Lu
<br />Lu L __j
<br />(D L>Llj C-)
<br />Z < C)
<br /><-.0 w <
<br /><
<br />0 V)
<br />(D 00
<br />0:� o".
<br />w < 00
<br />ILLJ LO
<br />CY) (y)
<br />TO THE BEST OF THE ENGINEER'S
<br />KNOWLEDGE AND BELIEF, THE STRUCTURAL
<br />OMP
<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 VAUD FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />0 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 ARE THE
<br />JOINT PROPERTY OF DANSCO ENGINEERING, LLC AND
<br />THE CLIENT ON THIS PROJECT. ANY REPRODUCTION
<br />OR UNALFTHOR17ED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />12.12.17
<br />6TH ED. (261_7_)_FBC__
<br />1.00 UPDATES
<br />07.31.18
<br />ELEV. A TRUSS LAYOUT
<br />1.01 REVISED
<br />VERSION NO. 1.01 07.31.18
<br />C%; o
<br />(7� Lu
<br />.4�
<br />Cm
<br />C=
<br />C%j
<br />to
<br />Lu
<br />7-
<br />Lu
<br />Lu z
<br />:'D
<br />04 C14
<br />uj (y) :r 10
<br />Lu =) * >_ *
<br />z :�E L6 Lij
<br />z
<br />Lu El
<br />SHEET TITLE:
<br />FLOOR PLAN
<br />GENERAL NOTES & INFO
<br />SHEET INFORMATION:
<br />JOB NO.: 390079
<br />DATE ISSUED: 01.16.19
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />2
<br />C%4
<br />r_1
<br />Ob
<br />04
<br />LO
<br />
|