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<br />ENGINEERING, LLC
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<br />12'-0':
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<br />OVERALL &EXTERIOR OPENING DIMENSION
<br />P.O. BOX 3400
<br />Apollo Beach, Florida M572
<br />FROM OUTSIDE OF BLOCK
<br />p.813.645.0166
<br />f. 813.645.9698
<br />'
<br />www.danscoengineedng.com
<br />CA 25948
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<br />- - - - - -
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<br />INSTALLATION INFORMATION.
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<br />2. ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST BE COMPLETE,
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<br />8'-0' CLG
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<br />$'_01 K,
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<br />4• GARAGE DOOR 54ALL BE LABELED MTN A PERMANENT LABEL PROVIDED BY HE
<br />PLANS AND SPECIFICATIONS COMPLY WITH
<br />6TH EDITION (2017) FLORIDA RESIDENTIAL
<br />BUILDING CODE, SECTION R301 FOR
<br />I
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<br />MANIFACTIRER
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<br />5. EXTERIOR WII�OUIi t DOORS SFIAd.I BE LABELED WITH A PERMANENT LABEL,
<br />PRESSSURE COEFFICIENT WIND LONE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />THE DATE IT IS SIGNED NDSTRUCTURAL
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<br />e 8'-0' CL GL slit.
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<br />PORTION
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<br />5'- V'
<br />1'"
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<br />02019-THESEDRAWINGS AND DESIGNS ARE THE
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<br />34 '
<br />26.1 / -29w 1-� 1451 II N
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<br />STEEL DOORS NOT LESS THAN 13/8 THICK OR 20-MINUTE FIRE -RATED DOORS.
<br />REVISION:
<br />-
<br />_
<br />-
<br />DATE
<br />DESCRIPTION
<br />i'u,
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<br />8. DUCTS N THE GARAGE AND Duns PENETRATNG THE WALLS OR CEILINGS
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<br />2' I '-0' 3'-4' -0' b' 8' b'-8' I
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<br />54
<br />SEPARATING TI$ DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN
<br />NO.26GA SHEET STEEL,1 MNMIM RIGID N�ON'ETALLIC CLASS 0 OR CLASS I DUCT
<br />i2.12.17
<br />1.00 UPDATES
<br />07.31.18
<br />ELEY. A TRUSSLAY UT
<br />1.01
<br />REVISED
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<br />EARIN WALL N E
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<br />BOARD M A PROYED MATERIAL 40 SHALL NOT HAVE OPENNG6 INTO T
<br />01.25.19
<br />1.02 CLA IFIC N
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<br />PROVIC�E WEATI$R
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<br />02.07.19
<br />U E IMP N HIOA IL
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<br />VERSION NO. 1.03 02.07.19
<br />BOLLARD lW/
<br />SEIOUIER/il�
<br />/
<br />-------------------
<br />Ib'SQ% x 36'H CMU
<br />OPTION GAS W.N. ONLY)
<br />SEE DETAIL A/Y
<br />THRESHOLD
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<br />COMBO
<br />U1 PROVIDE (1) # 5 CONT. N 8" PL. LINTEL ! (1) • 5 N 8' K,o. BLOCK ABOVE,
<br />I -4 I -4 5 -4 I -4 10 -8 I -4 COLUMN BASE
<br />4' STEP
<br />FILLED SOLID WITH GROUT,
<br />%' 2,
<br />30'-0' 20 0'
<br />PROVIDE 8' PC. LNTEL I (1) 5 N 8' K.O. BLOCK ABOVE, FILLED SOLID W/
<br />TO GAR WALL
<br />`�
<br />GROUT
<br />136'x21' ATTIC I
<br />NOTE: W.N. SHALL BE ELEVATED
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<br />ACCE55
<br />MIPL IB' ABOVE GARAGE FF. IU/
<br />OPTION GAS WN. ONLY
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<br />ABOVE, FILLED SOLID WITH GROUT
<br />SCALE: 1/4 - I -0
<br />t Be NOTE +i FOR
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<br />® PROVIDE (1) 5 N 8' P.C. LINTEL FILL SOLID W/ GROAT
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<br />* * * * *
<br />SYMBOLS NOTE TO TRUSS COMPANY: * * * * *
<br />ALK,N TRUSSES t0 NOTE: A.N. STAND DIMENSIONS
<br />LINE OF GARAGE DOOR
<br />IN OPEN POSITION
<br />30'-0' x 20'-0'
<br />8'-0' CLG
<br />S3
<br />LINE OF GARAGE DOOR
<br />IN OPEN POSITION
<br />-----�
<br />5'
<br />END OF HEADER
<br />ALIGN (2) 2x4 STUDS BENEATH EACH TRUSS W/ 4-8d TOENAILS TOP t BOTTOM
<br />(14
<br />O
<br />. DR
<br />ALL INTERIOR ANGLE GAS =6'W.x36'W.xN'L
<br />ALLOW FOIR AA TO
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<br />BUILDING SECTION KEY WALLS ARE AT 45 DEG. ELEC.: = 24' H, x 36' W, x 52' L
<br />I
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<br />-6'
<br />-2'
<br />O (2) 2X8 SF1F'2 BEAM W/ LISP NTW10 • COLUMN t LISP TND28-2 MASONRY
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<br />(Section No. over Sheet No.) B*ALKYD * * * * * * * * * * * *
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<br />HANGER AT WALL END. EXTEND BEAM PAST COLUMN TO SUPPORT GABLE
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<br />lb'-O' x 1'-O' O.N. GARAGE DR
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<br />FOR ANCHOR Bolts
<br />NOTE:
<br />❑ ❑
<br />+214 / -238 PSF RO- (i 1
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<br />SHEET TITLE:
<br />FLOOR PLAN
<br />WINDOW SCHEDULE KEY
<br />O (SEE WINDOW SCHEDULE SNt.) COVERED ENTRY -ELEY. 'A' Si 5F.
<br />4
<br />�
<br />L POWER Box LINTEL. (18 GAUGE) CAN BE USED IN LIEU OF PRECAST LINTEL FOR EQUAL DEPTH t
<br />REIN"CEMENT INFO AS NDICATED ABOVE NEER To POWER BOX LINTEL CATALOG: FOR
<br />COVERED ENTRY - ELEY. B 156 SF.
<br />+23.1 / -258 PSF 14$"
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<br />*EGA
<br />INFO)
<br />0- STRUCTURAL NOTE
<br />GENERAL NOTES s� INFO
<br />PSF 14Gh1Pla
<br />+248 / -290 PSF 140MPN
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<br />ISSUANCE OF PLANS FROM TNIS DESIGNERS OFFICE SHALL NOT RELIEVE THE
<br />TOTAL ,o1RE>4 'A'= 33rD7 SF. 15'= 34ta6 5F.
<br />O HOSE BIBS
<br />+242 / -21J
<br />SHEET INFORMATION:
<br />H.B.
<br />+141 / -11J PSF
<br />145P1PN
<br />26.1 / -19� PSF 145hIPFI
<br />S3
<br />BUILDER OF RESPONSIBILITY TO REVIEW AND VERIFY ALL NOTES, DIMENSIONS, AND
<br />JOB NO.: 390441
<br />ADHERENCE TO APPLICABLE BUILDING CODES PRIOR TO COMMENCEMENT OF ANY
<br />J� p°°� I I
<br />WINDOW 5 c P E D U L
<br />T-8'
<br />I6'-0'
<br />2'-0'
<br />8'-0'
<br />'-O'
<br />3'-4'
<br />'-0'
<br />b'•8'
<br />b'-8'
<br />CONSTRUCTION.
<br />ANY DISCREPANCY OF ERROR N NOTES, DIMENSIONS, OR ADHERENCE TO
<br />DATE ISSUED: 04.04.19
<br />29'-4'
<br />2'-0'
<br />5'-4'
<br />13'-4'
<br />APPLICABLE BUILDNG CODES SHALL BE BROUGHT TO THE ATTENTION OF THE
<br />DRAWN BY: JH
<br />MARK TYPE ROUGH OPENING IEAp NEK:HT CLEAR OPENING CLEAR OPENING S.F. SILL NEICs11T
<br />DESIGNERS OFFICE FOR CORRECTION BORE COhMENCEhTENt OF ANY GOMSIRlGTIOR
<br />REVIEWED BY: TH
<br />501-0'
<br />ANY REVISIONS OR CHANGES, NOT RELATED TO M CORRECTION OF ERRORS T14A
<br />AF4MADE
<br />MA E FT S THE FINAL PLANS HAVE BEEN COMPLETED SHALL BE SUBJECT TO
<br />ADDITB
<br />A
<br />155H
<br />38' X 63'
<br />6'-8'
<br />33311' WIDE X 2615' NIGH
<br />5m SF,
<br />I'-b'
<br />3%H
<br />54' x 63'
<br />6'-8'
<br />483F1' WIDE X 16Z5' HW
<br />881 SP.
<br />I'-6'
<br />1
<br />F ANY MODIFICATIONS ARE MADE t0 THESE PLANS BY ANY OTHER PARTY OTHER
<br />2
<br />SCALE: 1/4'=1'-0'
<br />THAN THE DES& ERS OFFICE, THE DESIGNER SHALL NOT BE HELD RESPONSIBLE.
<br />G
<br />146N HEMP)
<br />38' x 51'
<br />6'-8'
<br />33312' WIDE X 1015' HK I
<br />4b8 SF.
<br />2'-b'
<br />
|