|
16'5Q x 36'H
<br />COLUMN E
<br />SYMBOLS
<br />BUILDING SECTION KEY
<br />(Section No, over Sheet No.)
<br />INTERIOR ELEVATION KEY
<br />(Elev. No. over Sheet No)
<br />DETAIL KEY
<br />(Detail No. over Sheet No.)
<br />0
<br />WINDOW SCHEDULE KEY
<br />(SEE WINDOW SCHEDULE SHT. )
<br />—
<br />STRUCTURAL NOTE
<br />0—+
<br />HOSE BIBS
<br />N.B.
<br />MARK
<br />TYPE
<br />ROUGH OPENING.
<br />A
<br />255W
<br />38' X by
<br />B
<br />35614
<br />54' x 63'
<br />C
<br />245H (TEMP)
<br />38' x 51'
<br />b' DIA. 5TD. STEEL PIPE
<br />FILLED SOLID W/ CONCRETE
<br />EM3EDED PIPE PROTECTED
<br />W/CATALYZED POLYURETHANE "1
<br />CONC. SLAB, SEE PLAN
<br />n.
<br />CONC, FOOTING, SEE PLAN A t\.\ b MIL VAPOR BARRIER
<br />COMP. BOIL, BEE PLAN
<br />SCALE: 1/2'=1'-0'
<br />F2 1�10�01R �FIA�N
<br />SCALE: V4'=1'-0'
<br />* * * * * * * * * * * * * * *
<br />NOTE TO TRUSS COMPANY: NOTE: A.N. STAND DIMENSIONS
<br />ALIGN TRUSSES TO ALL INTERIOR ANGLE GAS = b' H. x 36' W. x 52' L.
<br />ALLOW FOR A.H. TO WALL5 ARE AT 45 DEG. ELEC.: = 24' H. x 36' W. x 52' L.
<br />BE ALIGNED.
<br />* * * *
<br />AREA TT45ULATION
<br />MODEL 2606
<br />LIVING AREA 2516 5F.
<br />GARAGE 674 SF.
<br />COVERED ENTRY - ELEV. 'A" 51 5F.
<br />COVERED ENTRY - ELEV. 151 156 SF,
<br />TOTAL AREA "A'= 3301 SF. "♦..J°= 3406 SF.
<br />WINDOW
<br />SCHEDULE
<br />HEAD HEIGHT
<br />CLEAR OPENING
<br />3331T WIDE X 2625' NIGH
<br />48312' WIDE X 262V HIGH
<br />33312' WIDE X 2025' HIGH
<br />CLEAR OPENING SF. SILL HEIGHT
<br />589 5F_ 1'-61
<br />6.615F. II-b'
<br />48 5F. 214'
<br />0I�1
<br />_ O.N.C.
<br />N
<br />BEDROOM
<br />6' 2b68 12'-O' x 12'-0'
<br />.1 I HALLWAY $'-0' CLG.
<br />I I 8'-0' CLG.
<br />a I oc -
<br />w
<br />m A/C m
<br />II' all 21Se 5'-00 4' 61 ;_ol
<br />lo
<br />-V-
<br />=' BEDROOM 2 vENr _
<br />S3 -4'CLG, T �, ' i NAN 80X
<br />II -0 x 12 -0 I ," CID O
<br />2 8'-0' CLG. /! 8.0, C W. D. I �> -FA
<br />5U R
<br />iE all
<br />B 8'4' CLG.
<br />CID
<br />PROVIDE WEATHER S3 WA, 64R
<br />_ BTRIPPIWG AROUND -
<br />I i
<br />SHOWER/NB �. (4) 614,; i PERIMETER OF DOOR _ K
<br />COMBO n; . ; ' " METAL PIPE BOLLARD (W/ S3
<br />ss LIB THRESHOLD OPTION GAS WN. ONLY)
<br />2 F." 4' STEP SEE DETAIL A/2
<br />-01
<br />NOTE: W.H. SHALL BE ELEVATED 136'x22"ATTIC
<br />IS' ABOVE GARAGE FF. W/ ACCESS
<br />M5l
<br />9'-4' G N - OPTION GAS W.N. ONLY -- --- — ..)
<br />WC — (SIM. W/OUT UPLIFT
<br />LAY. ,"'" CC 4 SEE NOTE 01 FOR
<br />- S3 MORE W)
<br />HB.
<br />— 64R -- ---- +21.4, 43.8 1" , Q
<br />PH D 3 CAR GARAGE
<br />DR :" 63 20'-0'
<br />:.._....__.:_:'.:a... LINE
<br />E O Gi°05RAGE ITN JD� V-0' CLG. L11
<br />IN w IN
<br />F — — — — — — — —I 1--------- ----- ------ —
<br />8'- ' 4'-6' 3
<br />BEDROOM 3
<br />V-0' x I14'
<br />* EGRESS
<br />4 2 ® +248 / -21.0 f'Sl
<br />S3 +26.1 / -29.0 P51
<br />13'-4'
<br />I I I
<br />I I I
<br />EN RY I I
<br />I I I
<br />9'-4 CLG.
<br />K K
<br />I I I
<br />s4 54
<br />x 1'-0' O.H. G RAGE DR I 16'0 x 1'••0' O.H. GARAGE P!
<br />— — — 1 +21.4 / _-23.8 PSF w_O_rIF'H
<br />-—__ —
<br />I Z3.f / -25,8 PSI:I i45MrH I
<br />+223 / -253 PSF 140MPH
<br />+242 / -21.1 PAP 145MPN
<br />-0' 3'-4' 0' — 8'-0. 24' -- —----16'-0'
<br />5 -4' 2 -0' ---- -- 29-41--------
<br />50'.0'
<br />�'�N
<br />1 SCALE: I/4'=1' -0'
<br />2'-8'
<br />DIMENSION CONVENTION
<br />?ALL & EXTERIOR OPENING DIMENSION
<br />A OUTSIDE OF BLOCK
<br />OUTSIDE FACE OF 8"
<br />NOMINAL BLOCK
<br />/-4" FRAME WALL U.N.O.
<br />FOUNDATION DIMENSION
<br />FROM OUTSIDE OF BLOCK
<br />VERTICAL REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN
<br />GROUTED CELL TYPICAL UTLO.± HOOK INTO TIE BEAM AT TOP 4
<br />FOOTING AT BOTTOM.)
<br />FILL CELL To ONE COURSE ABY PIPE (NO REBAR)
<br />CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT
<br />TO 13E FILLED UNLESS SHOWN ON THE PLAN)
<br />8'-0' TOP OF MASONRY
<br />'3'-4' TOP OF MASONRY
<br />BEARING WALL 2X STUDS ® 16' O.C. Wl 1/2' GYP. (UN.O.ON PLAN)
<br />2X STUD W/ 1/2' GYP. (UN.O.ON PLAN)
<br />Loon P1.4N NOTrms:
<br />I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND
<br />INSTALLATION INFORMATION.
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />FBC 1103).
<br />3. *-DENOTES EGRESS WINDOW
<br />4. GARAGE DOOR SHALL 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 ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND
<br />PRODUCT.
<br />6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />PRESSURES, FOR ULTIMATE DESIGN PRE65UIES SHALL BE PEWITTED TO BE
<br />DIVIDED BY 0b.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID
<br />WOOD DOORS NOT LESS THAN 13/8' IN THICKNESS, SOLID OR HONEYCOMB -CORE
<br />STEEL DOORS NOT LE55 THAN 13/8' THICK OR 20-MINUTE FIRE -RATED DOORS,
<br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.
<br />NO.26GA SHEET STEEL, ]'MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT
<br />BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE
<br />GARAGE
<br />STRUCTURAL NOTES
<br />OI PROVIDE (1) 0 5 CONT. IN 8" P.G. LINTEL 4 (1) 0 5 IN 8" Ko. BLOCK ABOVE,
<br />FILLED SOLID WITH GROUT.
<br />O2 PROVIDE 8' P.C. LINTEL 4 (1) 15 IN 8' K0, BLOCK ABOVE, FILLED SOLID W/
<br />GROUT
<br />O3 PROVIDE (1) " 5 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1) 0 5 IN 8" K.O. BLOCK
<br />ABOVE, FILLED SOLID WITH GROUT
<br />® PROVIDE (U S IN 8' P.C. LINTEL FILL SOLID W/ GROUT
<br />O (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP 4 BOTTOM
<br />O (2) 2X8 SPK HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD 6 EA,
<br />END OF HEADER
<br />O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP 4 BOTTOM
<br />(2) 2X8 SFK BEAM W/ USP HTW20 a COLUMN 4 USP THD28-2 MASONRY
<br />HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
<br />TRUSS
<br />O9 (2) 2X8 SPFn BEAM W/ USP THD28-2 HANGER Is SIDE BEAM,
<br />USING 6-16D 4 6-10D NAILS, AND USP HTU 20 9 INTERIOR COLUMN
<br />10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 0
<br />BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIP,
<br />FOR ANCHOR BOLTS
<br />NOTE:
<br />L POWER BOX LINTEL (15 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4
<br />REINFORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR
<br />MORE INFO)
<br />ISSUANCE OF PLANS FROM THIS DESIGNERS 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 />CONSTRICTION.
<br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
<br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION.
<br />ANY REVISIONS 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.
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<br />xx;
<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.danscoengineering.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 12017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd=108MPH), 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 />© 2D18 LENNAR CORP: THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02018-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 DESCRIPTION
<br />12 12 17 1 O0 6TH ED. (2017) FBC
<br />UPDATES
<br />VERSION NO. 1.00 / 12.12.17
<br />4J n
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<br />SHEET TITLE:
<br />FLOOR PLAN
<br />GENERAL NOTES & INFO
<br />SHEET INFORMATION:
<br />JOB NO.: 380843
<br />DATE ISSUED: 06.25.18
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />2
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<br />:.._....__.:_:'.:a... LINE
<br />E O Gi°05RAGE ITN JD� V-0' CLG. L11
<br />IN w IN
<br />F — — — — — — — —I 1--------- ----- ------ —
<br />8'- ' 4'-6' 3
<br />BEDROOM 3
<br />V-0' x I14'
<br />* EGRESS
<br />4 2 ® +248 / -21.0 f'Sl
<br />S3 +26.1 / -29.0 P51
<br />13'-4'
<br />I I I
<br />I I I
<br />EN RY I I
<br />I I I
<br />9'-4 CLG.
<br />K K
<br />I I I
<br />s4 54
<br />x 1'-0' O.H. G RAGE DR I 16'0 x 1'••0' O.H. GARAGE P!
<br />— — — 1 +21.4 / _-23.8 PSF w_O_rIF'H
<br />-—__ —
<br />I Z3.f / -25,8 PSI:I i45MrH I
<br />+223 / -253 PSF 140MPH
<br />+242 / -21.1 PAP 145MPN
<br />-0' 3'-4' 0' — 8'-0. 24' -- —----16'-0'
<br />5 -4' 2 -0' ---- -- 29-41--------
<br />50'.0'
<br />�'�N
<br />1 SCALE: I/4'=1' -0'
<br />2'-8'
<br />DIMENSION CONVENTION
<br />?ALL & EXTERIOR OPENING DIMENSION
<br />A OUTSIDE OF BLOCK
<br />OUTSIDE FACE OF 8"
<br />NOMINAL BLOCK
<br />/-4" FRAME WALL U.N.O.
<br />FOUNDATION DIMENSION
<br />FROM OUTSIDE OF BLOCK
<br />VERTICAL REINFORCMENT IN C.M.U. SHEAR WALL W/ (I -NO.5 BAR IN
<br />GROUTED CELL TYPICAL UTLO.± HOOK INTO TIE BEAM AT TOP 4
<br />FOOTING AT BOTTOM.)
<br />FILL CELL To ONE COURSE ABY PIPE (NO REBAR)
<br />CMU SHEAR WALL (BLOCKS BETWEEN FILLED CELLS ARE NOT
<br />TO 13E FILLED UNLESS SHOWN ON THE PLAN)
<br />8'-0' TOP OF MASONRY
<br />'3'-4' TOP OF MASONRY
<br />BEARING WALL 2X STUDS ® 16' O.C. Wl 1/2' GYP. (UN.O.ON PLAN)
<br />2X STUD W/ 1/2' GYP. (UN.O.ON PLAN)
<br />Loon P1.4N NOTrms:
<br />I. SEE PRODUCT APPROVAL SHEETS FOR DOOR AND WINDOW TABLES AND
<br />INSTALLATION INFORMATION.
<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
<br />INSPECTED, AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION (PER
<br />FBC 1103).
<br />3. *-DENOTES EGRESS WINDOW
<br />4. GARAGE DOOR SHALL 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 ETCHING PROVIDING TRACEABILITY TO THE MANUFACTURER AND
<br />PRODUCT.
<br />6. LISTED WIND PRESSURES AT EACH OPENING ARE ALLOWABLE STRESS DESIGN
<br />PRESSURES, FOR ULTIMATE DESIGN PRE65UIES SHALL BE PEWITTED TO BE
<br />DIVIDED BY 0b.
<br />1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED W/ SOLID
<br />WOOD DOORS NOT LESS THAN 13/8' IN THICKNESS, SOLID OR HONEYCOMB -CORE
<br />STEEL DOORS NOT LE55 THAN 13/8' THICK OR 20-MINUTE FIRE -RATED DOORS,
<br />8. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS
<br />SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN.
<br />NO.26GA SHEET STEEL, ]'MINIMUM RIGID NONMETALLIC CLASS 0 OR CLASS 1 DUCT
<br />BOARD, OR APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE
<br />GARAGE
<br />STRUCTURAL NOTES
<br />OI PROVIDE (1) 0 5 CONT. IN 8" P.G. LINTEL 4 (1) 0 5 IN 8" Ko. BLOCK ABOVE,
<br />FILLED SOLID WITH GROUT.
<br />O2 PROVIDE 8' P.C. LINTEL 4 (1) 15 IN 8' K0, BLOCK ABOVE, FILLED SOLID W/
<br />GROUT
<br />O3 PROVIDE (1) " 5 CONT. IN 8" P.C. LINTEL W/ 2" RECESS 4 (1) 0 5 IN 8" K.O. BLOCK
<br />ABOVE, FILLED SOLID WITH GROUT
<br />® PROVIDE (U S IN 8' P.C. LINTEL FILL SOLID W/ GROUT
<br />O (3) 2x4 COLUMN W/ 4-8d TOENAILS TOP 4 BOTTOM
<br />O (2) 2X8 SPK HEADER W/ BLOCKING. PROVIDE (1) 2x6 JACK STUD 6 EA,
<br />END OF HEADER
<br />O ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP 4 BOTTOM
<br />(2) 2X8 SFK BEAM W/ USP HTW20 a COLUMN 4 USP THD28-2 MASONRY
<br />HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
<br />TRUSS
<br />O9 (2) 2X8 SPFn BEAM W/ USP THD28-2 HANGER Is SIDE BEAM,
<br />USING 6-16D 4 6-10D NAILS, AND USP HTU 20 9 INTERIOR COLUMN
<br />10 4X4 P.T. COLUMN ON CMU COLUMN BASE W/ (2) USP TDL5 OR USP PAU44 0
<br />BASE, PROVIDE MIN. 6' EMBEDMENT INTO SIMPSON SET-XP EPDXY OR EQUIP,
<br />FOR ANCHOR BOLTS
<br />NOTE:
<br />L POWER BOX LINTEL (15 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH 4
<br />REINFORCEMENT INFO AS INDICATED ABOVE (REFER TO POWER BOX LINTEL CATALOG FOR
<br />MORE INFO)
<br />ISSUANCE OF PLANS FROM THIS DESIGNERS 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 />CONSTRICTION.
<br />ANY DISCREPANCY OF ERROR IN NOTES, DIMENSIONS, OR ADHERENCE TO
<br />APPLICABLE BUILDING CODES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />DESIGNERS OFFICE FOR CORRECTION BEFORE COMMENCEMENT OF ANY CONSTRUCTION.
<br />ANY REVISIONS 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 />L A
<br />l'
<br />f �f - .✓� 3I Z�fy:�
<br />Yba &-6:iy'tYath"3.,a va�.6uaA'abf, $��.d
<br />xx;
<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.danscoengineering.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 12017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />140 MPH (Vasd=108MPH), 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 />© 2D18 LENNAR CORP: THIS PLAN MAY NOT BE
<br />REPRODUCED IN ANY MANNER WITHOUT WRITTEN
<br />CONSENT FROM LENNAR CORPORATION.
<br />02018-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 DESCRIPTION
<br />12 12 17 1 O0 6TH ED. (2017) FBC
<br />UPDATES
<br />VERSION NO. 1.00 / 12.12.17
<br />4J n
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<br />SHEET TITLE:
<br />FLOOR PLAN
<br />GENERAL NOTES & INFO
<br />SHEET INFORMATION:
<br />JOB NO.: 380843
<br />DATE ISSUED: 06.25.18
<br />DRAWN BY: JH
<br />REVIEWED BY: TH
<br />2
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