|
FLOOD VENT CALCULATIONS
<br />( MTSMI6W/
<br />(4)1/4" x 1.1 /2" TAP -
<br />CONS INTO TIE BEAM
<br />AND (7) 1 O NAILS --�
<br />MAX UPLIFT 8164
<br />(') NOTE: OR USP EQUIVALENT STRAP.
<br />RETROFIT - MTSM ANCHOR
<br />® INDICATES FLOOD VENTS
<br />BASED ON 1 SQUARE INCH VENT PER 1 SQUARE
<br />FEET OF FLOODED AREA
<br />VENTS ARE 8 X 16 "HYDROSTATIC" VENT FLORIDA
<br />APPROVED PRODUCT AND A TOTAL OF 55 SQUARE
<br />INCHES OF VENTING PER UNIT
<br />TOTAL AREA = 440 SF
<br /># OF BLOCKS = 440 / 55 = 8
<br />Provide 2 Vents at each location for Cross Venting
<br />as indicated on floor plan.
<br />16" 16"
<br />;0
<br />EACH BLOCK PROVIDES 55 SQ. IN 8" x 16" ALUM. VENT W/ SCREEN. ATTACH TO
<br />OF VENT: 5' x 5.5' x 2 = 55 CMU "VENT' W/ (4) 3/16'x1.1 /4" TAPCONS
<br />" HYDROSTATIC VENTS ARE 8x8x16 CMU TURNED SIDEWAYS AT C.B. STEMWALL CONST.
<br />TO EXPOSE OPEN CELLS. THEN COVERED W/ 8" z 16" ALUM VENT,
<br />HYDROSTATIC VENTS ARE 824x16 FRAMED OPENING IN WOOD WALL
<br />THEN COVERED W/ 8' x 16' ALUM VENT.
<br />HYDROSTATIC VENT DETAIL
<br />a a a a
<br />gat
<br />[ 0 1 , - - 13 a -_ -- to
<br />GABLE ROOF
<br />NOTES a — 4'-0" MIN.
<br />ZONE 1 = 6" O.C. AT PANEL EDGES 12" O.C. IN THE FIELD
<br />ZONE 2 = 6" O.C. THROUGHOUT
<br />ZONE 3 = 4" O.C. AT PANEL EDGES, 8" O.C. IN THE FIELD
<br />ALL NAILS SHALL BE 8d NAILS. NO SUBSTITUTIONS,
<br />SCHEMATIC NAILING PATTERNS
<br />FRAMING NOTES:
<br />ALL PLUMBING, ELECTRICAL, AND MECHANICAL ROUGH -INS MUST
<br />BE COMPLETE, INSPECTED, AND APPROVED BEFORE REQUESTING
<br />THE FRAMING INSPECTION (FBC 105.6)
<br />20' -0"
<br />I°
<br />N
<br />1' D" O"
<br />°� Al
<br />ROOF FRAMING PLAN
<br />SCALE: 1/4" = 1' -0"
<br />ROOF FRAMING PLAN PER DRAWINGS PREPARED BY
<br />41 TRUSS, SPRING HILL, FLORIDA
<br />DATED SEPTEMBER 22, 2009, JOB No. 50203
<br />FOR THIS PROJECT, THE MAX CALULATED UPLIFT REACTION
<br />DOES NOT EXCEED 1804
<br />C?
<br />N
<br />N t.0
<br />'
<br />NOT TO SCALE
<br />4" CONCRETE SLAB
<br />GRADE
<br />CONCRETE SLAB WITH 6x6 W.W. MESH
<br />OR SYNTHETIC FIBER REINFORCEMENT
<br />(2) #5 RODS ON CHAIRS
<br />16"
<br />DETAIL
<br />A
<br />3/4" NOMINAL
<br />RECESS
<br />1 8 1I 1
<br />4" CONCRETE SLAB WITH 6x6 W.W. MESH
<br />1 OR SYNTHETIC FIBER REINFORCEMENT
<br />I
<br />GRADE
<br />VIA
<br />A ".
<br />(2) #5 RODS ON CHAIRS
<br />16"
<br />DETAIL
<br />B
<br />" 4' -0" T -10" 3' -6" 4' -0" 4' -0" 4'
<br />A2
<br />- -- ----- - - - - -- - - - --
<br />I 1
<br />A2
<br />A2
<br />A2
<br />4RE-ENGINEER DI
<br />ROOF TRUSSES
<br />A2
<br />24" O.C. MAX. DES
<br />GNED BY OTHERS
<br />A2
<br />N
<br />A2
<br />A2
<br />A2
<br />A2
<br />Al
<br />ROOF FRAMING PLAN
<br />SCALE: 1/4" = 1' -0"
<br />ROOF FRAMING PLAN PER DRAWINGS PREPARED BY
<br />41 TRUSS, SPRING HILL, FLORIDA
<br />DATED SEPTEMBER 22, 2009, JOB No. 50203
<br />FOR THIS PROJECT, THE MAX CALULATED UPLIFT REACTION
<br />DOES NOT EXCEED 1804
<br />C?
<br />N
<br />N t.0
<br />'
<br />NOT TO SCALE
<br />4" CONCRETE SLAB
<br />GRADE
<br />CONCRETE SLAB WITH 6x6 W.W. MESH
<br />OR SYNTHETIC FIBER REINFORCEMENT
<br />(2) #5 RODS ON CHAIRS
<br />16"
<br />DETAIL
<br />A
<br />3/4" NOMINAL
<br />RECESS
<br />1 8 1I 1
<br />4" CONCRETE SLAB WITH 6x6 W.W. MESH
<br />1 OR SYNTHETIC FIBER REINFORCEMENT
<br />I
<br />GRADE
<br />VIA
<br />A ".
<br />(2) #5 RODS ON CHAIRS
<br />16"
<br />DETAIL
<br />B
<br />C? I
<br />`* 1 #5 ROD CONTINUOUS FROM 1
<br />L — — — — — — —
<br />FOOTING TO BOND BEAM IN I o
<br />co
<br />• i POURED SOLID CELL WITH 1
<br />3000 PSI GROUT (TYPICAL-
<br />INDICATED BY DARK DOT)
<br />Ir
<br />'� I •
<br />1 4" THICK MONOLITHIC CONCRETE SLAB
<br />WITH 66 10 /10 W.W.F. ON 6 MIL. VAPOR
<br />BARRIER OVER CLEAN COMPACTED
<br />1 FILL TREATED AGAINST TERMITES 1
<br />z10
<br />A NOTE: SYNTHETIC FIBER REINFORCEMENT I
<br />MAY BE SUBSTITUTED INSTEAD OF WIRE 1
<br />I 1
<br />I
<br />• I 1 s
<br />I 1
<br />I 1
<br />I 1
<br />I 1
<br />I 1
<br />3/4" RECESS AT
<br />OVERHEAD GARAGE DOOR
<br />1 (TYPICAL) 1
<br />8 " 8" 16' -8" 8" 8" '
<br />20' -0"
<br />FOUNDATION PLAN
<br />SCALE: 1 /4" = 1' -0"
<br />FOUNDATION NOTE:
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE
<br />SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE OR
<br />ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED
<br />FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS
<br />(1) #5
<br />K.O. BLOCK (1) #5
<br />POURED SOLID W /GROUT
<br />r K.O. BLOCK
<br />° CONC. BLK. POURED SOLID W /GROUT
<br />N pp
<br />.�• PRECAST CONCRETE
<br />PRECAST CONCRETE LINTEL BLOCK
<br />(1) 45 LINTEL BLOCK POURED SOLID W /GROUT
<br />L-1 POURED SOLIDW /GROUT (1) #5 L-2
<br />NOTES:
<br />1. IN LINTEL 1-2" ONE OF THE TOP BARS IS A
<br />CONTINUOUS BOND BEAM BAR. THE SECOND BAR
<br />SHALL EXTEND TO THE NEXT ADJACENT VERTICAL
<br />BAR OR 16" MINIMUM BEYOND OPENING, WHICH-
<br />EVER IS GREATER.
<br />2. PRE - ENGINEERED LINTELS (WITH FLORIDA PRODUCT APPROVAL)
<br />OF EQUIVALENT LOAD CAPACITY MAY BE SUBSTITUED
<br />AT CONTRACTOR'S OPTION.
<br />PRE-CAST LINTEL DETAIL
<br />NOTE: ALL LINTELS TYPE L -1
<br />UNLESS NOTED OTHERWISE
<br />WINDOW SCHEDULE LINTEL SCHEDULE
<br />SILL WIND LINTEL 1
<br />CODE QTY. WINDOW SIZE ROUGH OPENING HEIGHT HEIGHT PRESSURE TYPE LINTEL LENGTH
<br />23 SH 2 37" x 38.3/8" 4 x / 80" 42" 32.4 L -1 3' -10"
<br />DOOR SCHEDULE LINTEL SCHEDULE
<br />WIND LINTEL MIN. OVER=
<br />CODE QTY. ACTUAL SIZE ROUGH OPENING REMARKS PRESSURE TYPE F; L LENGTH
<br />PV W /12 SDL . 1 4.0 X 6' -8" 53 x 82-112- 32.4 L-1 _ ' 0"
<br />6' X 7' ROLL -UP GARAG '1 16' -0" x T -0" 192" x 84" 26.9 L-2 6' 8"
<br />NOTE
<br />IND
<br />CONTRACTOR TO VERIFY'WINDOW /DOOR OPENINGS PRIOR TO CONSTRUCTION
<br />FLORIDA PRODUCT APPROVAL NUMBERS
<br />ITEM DESCRIPTION MANUFACTURER FL. APPROVAL NUMBER
<br />GARAGE (DOOR CLOPAY MODEL 73 FL 56157
<br />SECTIONAL GARAGE DOO
<br />MAN DOOR THERMA -TRU FL 5262.5
<br />W1ND(OW MI SERIES 740 FL 7590.16
<br />SHINGLLES GAF /ELK HIGH DER 30 FL 16124.1
<br />FELTPAAPER WOODLAND INDUSTRIES FL 1814.1.
<br />HOLD)OOWNS SIMPSON STRONG TIE META 16 FL 11473.1
<br />HOLD)OWNS SIMPSON STRONG TIE MTSM 16 FL 11473.2
<br />ANCHOR BOLT SIMPSON STRONG 112" x 4 -1/4" FL 402.4
<br />WEDGE ANCHOR
<br />20' -0"
<br />4' -8" T -2" 4' -2" T -4" 4' -8"
<br />3' -0" x 6' -8" 6 -PANEL SMOOTH
<br />FIBERGLASS DOOR WITH
<br />d #5 ROD CONTINUOUS FROM 1
<br />FOOTING TO BOND BEAM IN I�
<br />POURED SOLID CELL WITH Q
<br />3000 PSI GROUT (TYPICAL 1 z
<br />_ INDICATED BY DARK DOT) w
<br />I�
<br />N En
<br />M U') 1
<br />N
<br />HYDROSTATIC Garage =
<br />o FLOOD VENT
<br />CIO
<br />N (SEE DETAIL) 8'-8 FLAT CLG. o
<br />TYP. of 8 Reqd. I
<br />-- - - - - - - -
<br />-,
<br />----------
<br />N I
<br />°* I 18 8" I
<br />I I I
<br />I I
<br />I ' I
<br />I I I
<br />I I
<br />16' -0" x T -0" WHITE RAISED PA 1 EL SECTIONAL GARAGE DOOR
<br />LINTEL L 2 ABC E - SEE DETAIL
<br />2 1 -0111 I 161-00
<br />0
<br />N
<br />2' -0"
<br />NOTE: ALL EXTERIOR CONCRETE o 0
<br />BLOCK WALLS ARE SHEARWALLS
<br />FLOOR PLAN 44 SQ. FT.
<br />,x
<br />SCALE: 1/4" = 1' -0"
<br />RIDGE VENT
<br />12.4 30 YEAR DIMENSIONAL
<br />ROOF SLOPE FIBERGLASS ROOF SHINGLES
<br />MEN
<br />SOP OF WALL
<br />00
<br />KELLY E. I_r N�' P.E.
<br />FL## S6
<br />EB# 9333
<br />DATE
<br />THE STRUCTURAL SYSTEM FOR
<br />THIS BUILDING HAS BEEN DESIGNED
<br />TO COMPLY WITH APPLICABLE
<br />NINDLOADING REQUIREMENTS OF
<br />ASCE 7.05 AND THE FLORIDA
<br />BUILDING AND RESIDENTIAL CODE
<br />2007 EDITION AND ALL 2009
<br />UPDATES, NO OTHER CERTIFICATION
<br />IS EXPRESSED OR IMPLIED, THIS
<br />CERTIFICATION IS NOT VALID
<br />UNLESS IT CONTAINS AN ORIGINAL
<br />SIGNATURE AND EMBOSSED SEAL.
<br />I HAVE ALSO REVIEWED THE TRUSS
<br />DRAWINGS PREPARED BY
<br />41 TRUSS, SPRING HILL, FLORIDA
<br />DATED SEPT. 22, 2009, JOB No. 50203
<br />FOR THIS PROJECT AND THEY ARE IN
<br />CONFORMANCE WITH THESE
<br />CONSTRUCTION DRAWINGS,
<br />ALLTECH STRUCTURAL ENGINEERING, Inc.
<br />2121 Bearss
<br />Tampa, Florida 33618
<br />Fax: (813) 247 -7409
<br />Phones (813) 247 -7400
<br />F INISHED
<br />SOUTH ELEVATION
<br />SCALE: 1/4 H = 1' -0"
<br />STRUCK BLOCK FINISH
<br />HYDROSTATIC
<br />FLOOD VENt (Typ.)
<br />SMOOTH, NO -GROVE CEMENT BOARD SIDING
<br />(GABLE ENDS ONLY).
<br />—30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12
<br />4
<br />TOP OF WALL
<br />' -0
<br />w w , a��
<br />_ "
<br />LL _ _
<br />- � °
<br />o O
<br />A71
<br />z o
<br />in
<br />23 SH
<br />STRUCK BLOCK FINISH
<br />— FINISHED SLAB
<br />3' -0" z 6'8" 6 -PANEL SMOOTH
<br />FIBERILASS DOOR WITH
<br />EAST ELEVATI
<br />,
<br />SCALE: 1 /4" = 1' -O"
<br />RIDGE VENT
<br />TOP OF WAJ
<br />Hi
<br />0
<br />�30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12:4
<br />ROOF SLOPE
<br />>r
<br />STRUCK BLOCK FINISH � rn C__
<br />or
<br />21 SH
<br />HYDROSTATIC
<br />o FLOOD VENt (Typ.)
<br />NO RTH ELEVATION
<br />SCALE: 1/4" = 1'4"
<br />00
<br />TOP OF WALL
<br />FINISHED SLAB
<br />STRUCK BLOCK FINISH
<br />30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12
<br />4
<br />I>
<br />rl'
<br />SMOOTH, NO -GROVE CEMENT BOARD SIDING
<br />(GABLE ENDS ONLY),
<br />MIEN:
<br />WIEN
<br />IFM
<br />DATE I R
<br />09 -25 09 PRELIMINARY PLANS
<br />03.28 09 REVISED PER CLIENT REVIEW
<br />09. 2 9-99 FINAL PLANS TO ENGINEER
<br />� M
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<br />05 °
<br />Uf
<br />4r 3: W
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<br />•
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<br />w�
<br />1
<br />•
<br />� r
<br />•
<br />•
<br />•
<br />(D w
<br />w =
<br />_ u
<br />iD p cV
<br />C).
<br />c o r
<br />z
<br />16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR
<br />WEST ELEVAT
<br />SCALE: 1 /4 11 = 1' - 0 "
<br />31 1 3 3 �®
<br />-- 1 --- - - -�-- —- - - - - -� —
<br />I I 1 I
<br />I 1 I 1
<br />I 1 I I
<br />I I I I
<br />I I 1 1
<br />;® o 2 0 o ;®
<br />i 1 i I
<br />DATE FILE No.
<br />SEPT.,2009 3638
<br />•
<br />J.I.S. DESIGNS, Inc.
<br />RE-SI DENT IAL BUILDING OF SI[:NE NS
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352- 637 -6971
<br />SHEET NUMBER
<br />1
<br />1 of 2
<br />" 4' -0" T -10" 3' -6" 4' -0" 4' -0" 4'
<br />- -- ----- - - - - -- - - - --
<br />I 1
<br />FOUNDATION PLAN
<br />SCALE: 1 /4" = 1' -0"
<br />FOUNDATION NOTE:
<br />A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE
<br />SURVEY SHALL BE ON SITE FOR THE BUILDING INSPECTORS USE OR
<br />ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED
<br />FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS
<br />(1) #5
<br />K.O. BLOCK (1) #5
<br />POURED SOLID W /GROUT
<br />r K.O. BLOCK
<br />° CONC. BLK. POURED SOLID W /GROUT
<br />N pp
<br />.�• PRECAST CONCRETE
<br />PRECAST CONCRETE LINTEL BLOCK
<br />(1) 45 LINTEL BLOCK POURED SOLID W /GROUT
<br />L-1 POURED SOLIDW /GROUT (1) #5 L-2
<br />NOTES:
<br />1. IN LINTEL 1-2" ONE OF THE TOP BARS IS A
<br />CONTINUOUS BOND BEAM BAR. THE SECOND BAR
<br />SHALL EXTEND TO THE NEXT ADJACENT VERTICAL
<br />BAR OR 16" MINIMUM BEYOND OPENING, WHICH-
<br />EVER IS GREATER.
<br />2. PRE - ENGINEERED LINTELS (WITH FLORIDA PRODUCT APPROVAL)
<br />OF EQUIVALENT LOAD CAPACITY MAY BE SUBSTITUED
<br />AT CONTRACTOR'S OPTION.
<br />PRE-CAST LINTEL DETAIL
<br />NOTE: ALL LINTELS TYPE L -1
<br />UNLESS NOTED OTHERWISE
<br />WINDOW SCHEDULE LINTEL SCHEDULE
<br />SILL WIND LINTEL 1
<br />CODE QTY. WINDOW SIZE ROUGH OPENING HEIGHT HEIGHT PRESSURE TYPE LINTEL LENGTH
<br />23 SH 2 37" x 38.3/8" 4 x / 80" 42" 32.4 L -1 3' -10"
<br />DOOR SCHEDULE LINTEL SCHEDULE
<br />WIND LINTEL MIN. OVER=
<br />CODE QTY. ACTUAL SIZE ROUGH OPENING REMARKS PRESSURE TYPE F; L LENGTH
<br />PV W /12 SDL . 1 4.0 X 6' -8" 53 x 82-112- 32.4 L-1 _ ' 0"
<br />6' X 7' ROLL -UP GARAG '1 16' -0" x T -0" 192" x 84" 26.9 L-2 6' 8"
<br />NOTE
<br />IND
<br />CONTRACTOR TO VERIFY'WINDOW /DOOR OPENINGS PRIOR TO CONSTRUCTION
<br />FLORIDA PRODUCT APPROVAL NUMBERS
<br />ITEM DESCRIPTION MANUFACTURER FL. APPROVAL NUMBER
<br />GARAGE (DOOR CLOPAY MODEL 73 FL 56157
<br />SECTIONAL GARAGE DOO
<br />MAN DOOR THERMA -TRU FL 5262.5
<br />W1ND(OW MI SERIES 740 FL 7590.16
<br />SHINGLLES GAF /ELK HIGH DER 30 FL 16124.1
<br />FELTPAAPER WOODLAND INDUSTRIES FL 1814.1.
<br />HOLD)OOWNS SIMPSON STRONG TIE META 16 FL 11473.1
<br />HOLD)OWNS SIMPSON STRONG TIE MTSM 16 FL 11473.2
<br />ANCHOR BOLT SIMPSON STRONG 112" x 4 -1/4" FL 402.4
<br />WEDGE ANCHOR
<br />20' -0"
<br />4' -8" T -2" 4' -2" T -4" 4' -8"
<br />3' -0" x 6' -8" 6 -PANEL SMOOTH
<br />FIBERGLASS DOOR WITH
<br />d #5 ROD CONTINUOUS FROM 1
<br />FOOTING TO BOND BEAM IN I�
<br />POURED SOLID CELL WITH Q
<br />3000 PSI GROUT (TYPICAL 1 z
<br />_ INDICATED BY DARK DOT) w
<br />I�
<br />N En
<br />M U') 1
<br />N
<br />HYDROSTATIC Garage =
<br />o FLOOD VENT
<br />CIO
<br />N (SEE DETAIL) 8'-8 FLAT CLG. o
<br />TYP. of 8 Reqd. I
<br />-- - - - - - - -
<br />-,
<br />----------
<br />N I
<br />°* I 18 8" I
<br />I I I
<br />I I
<br />I ' I
<br />I I I
<br />I I
<br />16' -0" x T -0" WHITE RAISED PA 1 EL SECTIONAL GARAGE DOOR
<br />LINTEL L 2 ABC E - SEE DETAIL
<br />2 1 -0111 I 161-00
<br />0
<br />N
<br />2' -0"
<br />NOTE: ALL EXTERIOR CONCRETE o 0
<br />BLOCK WALLS ARE SHEARWALLS
<br />FLOOR PLAN 44 SQ. FT.
<br />,x
<br />SCALE: 1/4" = 1' -0"
<br />RIDGE VENT
<br />12.4 30 YEAR DIMENSIONAL
<br />ROOF SLOPE FIBERGLASS ROOF SHINGLES
<br />MEN
<br />SOP OF WALL
<br />00
<br />KELLY E. I_r N�' P.E.
<br />FL## S6
<br />EB# 9333
<br />DATE
<br />THE STRUCTURAL SYSTEM FOR
<br />THIS BUILDING HAS BEEN DESIGNED
<br />TO COMPLY WITH APPLICABLE
<br />NINDLOADING REQUIREMENTS OF
<br />ASCE 7.05 AND THE FLORIDA
<br />BUILDING AND RESIDENTIAL CODE
<br />2007 EDITION AND ALL 2009
<br />UPDATES, NO OTHER CERTIFICATION
<br />IS EXPRESSED OR IMPLIED, THIS
<br />CERTIFICATION IS NOT VALID
<br />UNLESS IT CONTAINS AN ORIGINAL
<br />SIGNATURE AND EMBOSSED SEAL.
<br />I HAVE ALSO REVIEWED THE TRUSS
<br />DRAWINGS PREPARED BY
<br />41 TRUSS, SPRING HILL, FLORIDA
<br />DATED SEPT. 22, 2009, JOB No. 50203
<br />FOR THIS PROJECT AND THEY ARE IN
<br />CONFORMANCE WITH THESE
<br />CONSTRUCTION DRAWINGS,
<br />ALLTECH STRUCTURAL ENGINEERING, Inc.
<br />2121 Bearss
<br />Tampa, Florida 33618
<br />Fax: (813) 247 -7409
<br />Phones (813) 247 -7400
<br />F INISHED
<br />SOUTH ELEVATION
<br />SCALE: 1/4 H = 1' -0"
<br />STRUCK BLOCK FINISH
<br />HYDROSTATIC
<br />FLOOD VENt (Typ.)
<br />SMOOTH, NO -GROVE CEMENT BOARD SIDING
<br />(GABLE ENDS ONLY).
<br />—30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12
<br />4
<br />TOP OF WALL
<br />' -0
<br />w w , a��
<br />_ "
<br />LL _ _
<br />- � °
<br />o O
<br />A71
<br />z o
<br />in
<br />23 SH
<br />STRUCK BLOCK FINISH
<br />— FINISHED SLAB
<br />3' -0" z 6'8" 6 -PANEL SMOOTH
<br />FIBERILASS DOOR WITH
<br />EAST ELEVATI
<br />,
<br />SCALE: 1 /4" = 1' -O"
<br />RIDGE VENT
<br />TOP OF WAJ
<br />Hi
<br />0
<br />�30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12:4
<br />ROOF SLOPE
<br />>r
<br />STRUCK BLOCK FINISH � rn C__
<br />or
<br />21 SH
<br />HYDROSTATIC
<br />o FLOOD VENt (Typ.)
<br />NO RTH ELEVATION
<br />SCALE: 1/4" = 1'4"
<br />00
<br />TOP OF WALL
<br />FINISHED SLAB
<br />STRUCK BLOCK FINISH
<br />30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12
<br />4
<br />I>
<br />rl'
<br />SMOOTH, NO -GROVE CEMENT BOARD SIDING
<br />(GABLE ENDS ONLY),
<br />MIEN:
<br />WIEN
<br />IFM
<br />DATE I R
<br />09 -25 09 PRELIMINARY PLANS
<br />03.28 09 REVISED PER CLIENT REVIEW
<br />09. 2 9-99 FINAL PLANS TO ENGINEER
<br />� M
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<br />a
<br />U) r �
<br />M
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<br />w 6;00
<br />05 °
<br />Uf
<br />4r 3: W
<br />r N
<br />•
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<br />1
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<br />•
<br />•
<br />•
<br />(D w
<br />w =
<br />_ u
<br />iD p cV
<br />C).
<br />c o r
<br />z
<br />16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR
<br />WEST ELEVAT
<br />SCALE: 1 /4 11 = 1' - 0 "
<br />31 1 3 3 �®
<br />-- 1 --- - - -�-- —- - - - - -� —
<br />I I 1 I
<br />I 1 I 1
<br />I 1 I I
<br />I I I I
<br />I I 1 1
<br />;® o 2 0 o ;®
<br />i 1 i I
<br />DATE FILE No.
<br />SEPT.,2009 3638
<br />•
<br />J.I.S. DESIGNS, Inc.
<br />RE-SI DENT IAL BUILDING OF SI[:NE NS
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352- 637 -6971
<br />SHEET NUMBER
<br />1
<br />1 of 2
<br />NOTES:
<br />1. IN LINTEL 1-2" ONE OF THE TOP BARS IS A
<br />CONTINUOUS BOND BEAM BAR. THE SECOND BAR
<br />SHALL EXTEND TO THE NEXT ADJACENT VERTICAL
<br />BAR OR 16" MINIMUM BEYOND OPENING, WHICH-
<br />EVER IS GREATER.
<br />2. PRE - ENGINEERED LINTELS (WITH FLORIDA PRODUCT APPROVAL)
<br />OF EQUIVALENT LOAD CAPACITY MAY BE SUBSTITUED
<br />AT CONTRACTOR'S OPTION.
<br />PRE-CAST LINTEL DETAIL
<br />NOTE: ALL LINTELS TYPE L -1
<br />UNLESS NOTED OTHERWISE
<br />WINDOW SCHEDULE LINTEL SCHEDULE
<br />SILL WIND LINTEL 1
<br />CODE QTY. WINDOW SIZE ROUGH OPENING HEIGHT HEIGHT PRESSURE TYPE LINTEL LENGTH
<br />23 SH 2 37" x 38.3/8" 4 x / 80" 42" 32.4 L -1 3' -10"
<br />DOOR SCHEDULE LINTEL SCHEDULE
<br />WIND LINTEL MIN. OVER=
<br />CODE QTY. ACTUAL SIZE ROUGH OPENING REMARKS PRESSURE TYPE F; L LENGTH
<br />PV W /12 SDL . 1 4.0 X 6' -8" 53 x 82-112- 32.4 L-1 _ ' 0"
<br />6' X 7' ROLL -UP GARAG '1 16' -0" x T -0" 192" x 84" 26.9 L-2 6' 8"
<br />NOTE
<br />IND
<br />CONTRACTOR TO VERIFY'WINDOW /DOOR OPENINGS PRIOR TO CONSTRUCTION
<br />FLORIDA PRODUCT APPROVAL NUMBERS
<br />ITEM DESCRIPTION MANUFACTURER FL. APPROVAL NUMBER
<br />GARAGE (DOOR CLOPAY MODEL 73 FL 56157
<br />SECTIONAL GARAGE DOO
<br />MAN DOOR THERMA -TRU FL 5262.5
<br />W1ND(OW MI SERIES 740 FL 7590.16
<br />SHINGLLES GAF /ELK HIGH DER 30 FL 16124.1
<br />FELTPAAPER WOODLAND INDUSTRIES FL 1814.1.
<br />HOLD)OOWNS SIMPSON STRONG TIE META 16 FL 11473.1
<br />HOLD)OWNS SIMPSON STRONG TIE MTSM 16 FL 11473.2
<br />ANCHOR BOLT SIMPSON STRONG 112" x 4 -1/4" FL 402.4
<br />WEDGE ANCHOR
<br />20' -0"
<br />4' -8" T -2" 4' -2" T -4" 4' -8"
<br />3' -0" x 6' -8" 6 -PANEL SMOOTH
<br />FIBERGLASS DOOR WITH
<br />d #5 ROD CONTINUOUS FROM 1
<br />FOOTING TO BOND BEAM IN I�
<br />POURED SOLID CELL WITH Q
<br />3000 PSI GROUT (TYPICAL 1 z
<br />_ INDICATED BY DARK DOT) w
<br />I�
<br />N En
<br />M U') 1
<br />N
<br />HYDROSTATIC Garage =
<br />o FLOOD VENT
<br />CIO
<br />N (SEE DETAIL) 8'-8 FLAT CLG. o
<br />TYP. of 8 Reqd. I
<br />-- - - - - - - -
<br />-,
<br />----------
<br />N I
<br />°* I 18 8" I
<br />I I I
<br />I I
<br />I ' I
<br />I I I
<br />I I
<br />16' -0" x T -0" WHITE RAISED PA 1 EL SECTIONAL GARAGE DOOR
<br />LINTEL L 2 ABC E - SEE DETAIL
<br />2 1 -0111 I 161-00
<br />0
<br />N
<br />2' -0"
<br />NOTE: ALL EXTERIOR CONCRETE o 0
<br />BLOCK WALLS ARE SHEARWALLS
<br />FLOOR PLAN 44 SQ. FT.
<br />,x
<br />SCALE: 1/4" = 1' -0"
<br />RIDGE VENT
<br />12.4 30 YEAR DIMENSIONAL
<br />ROOF SLOPE FIBERGLASS ROOF SHINGLES
<br />MEN
<br />SOP OF WALL
<br />00
<br />KELLY E. I_r N�' P.E.
<br />FL## S6
<br />EB# 9333
<br />DATE
<br />THE STRUCTURAL SYSTEM FOR
<br />THIS BUILDING HAS BEEN DESIGNED
<br />TO COMPLY WITH APPLICABLE
<br />NINDLOADING REQUIREMENTS OF
<br />ASCE 7.05 AND THE FLORIDA
<br />BUILDING AND RESIDENTIAL CODE
<br />2007 EDITION AND ALL 2009
<br />UPDATES, NO OTHER CERTIFICATION
<br />IS EXPRESSED OR IMPLIED, THIS
<br />CERTIFICATION IS NOT VALID
<br />UNLESS IT CONTAINS AN ORIGINAL
<br />SIGNATURE AND EMBOSSED SEAL.
<br />I HAVE ALSO REVIEWED THE TRUSS
<br />DRAWINGS PREPARED BY
<br />41 TRUSS, SPRING HILL, FLORIDA
<br />DATED SEPT. 22, 2009, JOB No. 50203
<br />FOR THIS PROJECT AND THEY ARE IN
<br />CONFORMANCE WITH THESE
<br />CONSTRUCTION DRAWINGS,
<br />ALLTECH STRUCTURAL ENGINEERING, Inc.
<br />2121 Bearss
<br />Tampa, Florida 33618
<br />Fax: (813) 247 -7409
<br />Phones (813) 247 -7400
<br />F INISHED
<br />SOUTH ELEVATION
<br />SCALE: 1/4 H = 1' -0"
<br />STRUCK BLOCK FINISH
<br />HYDROSTATIC
<br />FLOOD VENt (Typ.)
<br />SMOOTH, NO -GROVE CEMENT BOARD SIDING
<br />(GABLE ENDS ONLY).
<br />—30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12
<br />4
<br />TOP OF WALL
<br />' -0
<br />w w , a��
<br />_ "
<br />LL _ _
<br />- � °
<br />o O
<br />A71
<br />z o
<br />in
<br />23 SH
<br />STRUCK BLOCK FINISH
<br />— FINISHED SLAB
<br />3' -0" z 6'8" 6 -PANEL SMOOTH
<br />FIBERILASS DOOR WITH
<br />EAST ELEVATI
<br />,
<br />SCALE: 1 /4" = 1' -O"
<br />RIDGE VENT
<br />TOP OF WAJ
<br />Hi
<br />0
<br />�30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12:4
<br />ROOF SLOPE
<br />>r
<br />STRUCK BLOCK FINISH � rn C__
<br />or
<br />21 SH
<br />HYDROSTATIC
<br />o FLOOD VENt (Typ.)
<br />NO RTH ELEVATION
<br />SCALE: 1/4" = 1'4"
<br />00
<br />TOP OF WALL
<br />FINISHED SLAB
<br />STRUCK BLOCK FINISH
<br />30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12
<br />4
<br />I>
<br />rl'
<br />SMOOTH, NO -GROVE CEMENT BOARD SIDING
<br />(GABLE ENDS ONLY),
<br />MIEN:
<br />WIEN
<br />IFM
<br />DATE I R
<br />09 -25 09 PRELIMINARY PLANS
<br />03.28 09 REVISED PER CLIENT REVIEW
<br />09. 2 9-99 FINAL PLANS TO ENGINEER
<br />� M
<br />Z p
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<br />M
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<br />U)
<br />�p W M
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<br />05 °
<br />Uf
<br />4r 3: W
<br />r N
<br />•
<br />r
<br />w�
<br />1
<br />•
<br />� r
<br />•
<br />•
<br />•
<br />(D w
<br />w =
<br />_ u
<br />iD p cV
<br />C).
<br />c o r
<br />z
<br />16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR
<br />WEST ELEVAT
<br />SCALE: 1 /4 11 = 1' - 0 "
<br />31 1 3 3 �®
<br />-- 1 --- - - -�-- —- - - - - -� —
<br />I I 1 I
<br />I 1 I 1
<br />I 1 I I
<br />I I I I
<br />I I 1 1
<br />;® o 2 0 o ;®
<br />i 1 i I
<br />DATE FILE No.
<br />SEPT.,2009 3638
<br />•
<br />J.I.S. DESIGNS, Inc.
<br />RE-SI DENT IAL BUILDING OF SI[:NE NS
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352- 637 -6971
<br />SHEET NUMBER
<br />1
<br />1 of 2
<br />FLORIDA PRODUCT APPROVAL NUMBERS
<br />ITEM DESCRIPTION MANUFACTURER FL. APPROVAL NUMBER
<br />GARAGE (DOOR CLOPAY MODEL 73 FL 56157
<br />SECTIONAL GARAGE DOO
<br />MAN DOOR THERMA -TRU FL 5262.5
<br />W1ND(OW MI SERIES 740 FL 7590.16
<br />SHINGLLES GAF /ELK HIGH DER 30 FL 16124.1
<br />FELTPAAPER WOODLAND INDUSTRIES FL 1814.1.
<br />HOLD)OOWNS SIMPSON STRONG TIE META 16 FL 11473.1
<br />HOLD)OWNS SIMPSON STRONG TIE MTSM 16 FL 11473.2
<br />ANCHOR BOLT SIMPSON STRONG 112" x 4 -1/4" FL 402.4
<br />WEDGE ANCHOR
<br />20' -0"
<br />4' -8" T -2" 4' -2" T -4" 4' -8"
<br />3' -0" x 6' -8" 6 -PANEL SMOOTH
<br />FIBERGLASS DOOR WITH
<br />d #5 ROD CONTINUOUS FROM 1
<br />FOOTING TO BOND BEAM IN I�
<br />POURED SOLID CELL WITH Q
<br />3000 PSI GROUT (TYPICAL 1 z
<br />_ INDICATED BY DARK DOT) w
<br />I�
<br />N En
<br />M U') 1
<br />N
<br />HYDROSTATIC Garage =
<br />o FLOOD VENT
<br />CIO
<br />N (SEE DETAIL) 8'-8 FLAT CLG. o
<br />TYP. of 8 Reqd. I
<br />-- - - - - - - -
<br />-,
<br />----------
<br />N I
<br />°* I 18 8" I
<br />I I I
<br />I I
<br />I ' I
<br />I I I
<br />I I
<br />16' -0" x T -0" WHITE RAISED PA 1 EL SECTIONAL GARAGE DOOR
<br />LINTEL L 2 ABC E - SEE DETAIL
<br />2 1 -0111 I 161-00
<br />0
<br />N
<br />2' -0"
<br />NOTE: ALL EXTERIOR CONCRETE o 0
<br />BLOCK WALLS ARE SHEARWALLS
<br />FLOOR PLAN 44 SQ. FT.
<br />,x
<br />SCALE: 1/4" = 1' -0"
<br />RIDGE VENT
<br />12.4 30 YEAR DIMENSIONAL
<br />ROOF SLOPE FIBERGLASS ROOF SHINGLES
<br />MEN
<br />SOP OF WALL
<br />00
<br />KELLY E. I_r N�' P.E.
<br />FL## S6
<br />EB# 9333
<br />DATE
<br />THE STRUCTURAL SYSTEM FOR
<br />THIS BUILDING HAS BEEN DESIGNED
<br />TO COMPLY WITH APPLICABLE
<br />NINDLOADING REQUIREMENTS OF
<br />ASCE 7.05 AND THE FLORIDA
<br />BUILDING AND RESIDENTIAL CODE
<br />2007 EDITION AND ALL 2009
<br />UPDATES, NO OTHER CERTIFICATION
<br />IS EXPRESSED OR IMPLIED, THIS
<br />CERTIFICATION IS NOT VALID
<br />UNLESS IT CONTAINS AN ORIGINAL
<br />SIGNATURE AND EMBOSSED SEAL.
<br />I HAVE ALSO REVIEWED THE TRUSS
<br />DRAWINGS PREPARED BY
<br />41 TRUSS, SPRING HILL, FLORIDA
<br />DATED SEPT. 22, 2009, JOB No. 50203
<br />FOR THIS PROJECT AND THEY ARE IN
<br />CONFORMANCE WITH THESE
<br />CONSTRUCTION DRAWINGS,
<br />ALLTECH STRUCTURAL ENGINEERING, Inc.
<br />2121 Bearss
<br />Tampa, Florida 33618
<br />Fax: (813) 247 -7409
<br />Phones (813) 247 -7400
<br />F INISHED
<br />SOUTH ELEVATION
<br />SCALE: 1/4 H = 1' -0"
<br />STRUCK BLOCK FINISH
<br />HYDROSTATIC
<br />FLOOD VENt (Typ.)
<br />SMOOTH, NO -GROVE CEMENT BOARD SIDING
<br />(GABLE ENDS ONLY).
<br />—30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12
<br />4
<br />TOP OF WALL
<br />' -0
<br />w w , a��
<br />_ "
<br />LL _ _
<br />- � °
<br />o O
<br />A71
<br />z o
<br />in
<br />23 SH
<br />STRUCK BLOCK FINISH
<br />— FINISHED SLAB
<br />3' -0" z 6'8" 6 -PANEL SMOOTH
<br />FIBERILASS DOOR WITH
<br />EAST ELEVATI
<br />,
<br />SCALE: 1 /4" = 1' -O"
<br />RIDGE VENT
<br />TOP OF WAJ
<br />Hi
<br />0
<br />�30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12:4
<br />ROOF SLOPE
<br />>r
<br />STRUCK BLOCK FINISH � rn C__
<br />or
<br />21 SH
<br />HYDROSTATIC
<br />o FLOOD VENt (Typ.)
<br />NO RTH ELEVATION
<br />SCALE: 1/4" = 1'4"
<br />00
<br />TOP OF WALL
<br />FINISHED SLAB
<br />STRUCK BLOCK FINISH
<br />30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12
<br />4
<br />I>
<br />rl'
<br />SMOOTH, NO -GROVE CEMENT BOARD SIDING
<br />(GABLE ENDS ONLY),
<br />MIEN:
<br />WIEN
<br />IFM
<br />DATE I R
<br />09 -25 09 PRELIMINARY PLANS
<br />03.28 09 REVISED PER CLIENT REVIEW
<br />09. 2 9-99 FINAL PLANS TO ENGINEER
<br />� M
<br />Z p
<br />a
<br />U) r �
<br />M
<br />Eh
<br />W : E
<br />L7 M _j
<br />J "�
<br />_ W
<br />U
<br />�
<br />n_
<br />Q � .
<br />`
<br />O W�
<br />J N
<br />U)
<br />�p W M
<br />w 6;00
<br />05 °
<br />Uf
<br />4r 3: W
<br />r N
<br />•
<br />r
<br />w�
<br />1
<br />•
<br />� r
<br />•
<br />•
<br />•
<br />(D w
<br />w =
<br />_ u
<br />iD p cV
<br />C).
<br />c o r
<br />z
<br />16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR
<br />WEST ELEVAT
<br />SCALE: 1 /4 11 = 1' - 0 "
<br />31 1 3 3 �®
<br />-- 1 --- - - -�-- —- - - - - -� —
<br />I I 1 I
<br />I 1 I 1
<br />I 1 I I
<br />I I I I
<br />I I 1 1
<br />;® o 2 0 o ;®
<br />i 1 i I
<br />DATE FILE No.
<br />SEPT.,2009 3638
<br />•
<br />J.I.S. DESIGNS, Inc.
<br />RE-SI DENT IAL BUILDING OF SI[:NE NS
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352- 637 -6971
<br />SHEET NUMBER
<br />1
<br />1 of 2
<br />20' -0"
<br />4' -8" T -2" 4' -2" T -4" 4' -8"
<br />3' -0" x 6' -8" 6 -PANEL SMOOTH
<br />FIBERGLASS DOOR WITH
<br />d #5 ROD CONTINUOUS FROM 1
<br />FOOTING TO BOND BEAM IN I�
<br />POURED SOLID CELL WITH Q
<br />3000 PSI GROUT (TYPICAL 1 z
<br />_ INDICATED BY DARK DOT) w
<br />I�
<br />N En
<br />M U') 1
<br />N
<br />HYDROSTATIC Garage =
<br />o FLOOD VENT
<br />CIO
<br />N (SEE DETAIL) 8'-8 FLAT CLG. o
<br />TYP. of 8 Reqd. I
<br />-- - - - - - - -
<br />-,
<br />----------
<br />N I
<br />°* I 18 8" I
<br />I I I
<br />I I
<br />I ' I
<br />I I I
<br />I I
<br />16' -0" x T -0" WHITE RAISED PA 1 EL SECTIONAL GARAGE DOOR
<br />LINTEL L 2 ABC E - SEE DETAIL
<br />2 1 -0111 I 161-00
<br />0
<br />N
<br />2' -0"
<br />NOTE: ALL EXTERIOR CONCRETE o 0
<br />BLOCK WALLS ARE SHEARWALLS
<br />FLOOR PLAN 44 SQ. FT.
<br />,x
<br />SCALE: 1/4" = 1' -0"
<br />RIDGE VENT
<br />12.4 30 YEAR DIMENSIONAL
<br />ROOF SLOPE FIBERGLASS ROOF SHINGLES
<br />MEN
<br />SOP OF WALL
<br />00
<br />KELLY E. I_r N�' P.E.
<br />FL## S6
<br />EB# 9333
<br />DATE
<br />THE STRUCTURAL SYSTEM FOR
<br />THIS BUILDING HAS BEEN DESIGNED
<br />TO COMPLY WITH APPLICABLE
<br />NINDLOADING REQUIREMENTS OF
<br />ASCE 7.05 AND THE FLORIDA
<br />BUILDING AND RESIDENTIAL CODE
<br />2007 EDITION AND ALL 2009
<br />UPDATES, NO OTHER CERTIFICATION
<br />IS EXPRESSED OR IMPLIED, THIS
<br />CERTIFICATION IS NOT VALID
<br />UNLESS IT CONTAINS AN ORIGINAL
<br />SIGNATURE AND EMBOSSED SEAL.
<br />I HAVE ALSO REVIEWED THE TRUSS
<br />DRAWINGS PREPARED BY
<br />41 TRUSS, SPRING HILL, FLORIDA
<br />DATED SEPT. 22, 2009, JOB No. 50203
<br />FOR THIS PROJECT AND THEY ARE IN
<br />CONFORMANCE WITH THESE
<br />CONSTRUCTION DRAWINGS,
<br />ALLTECH STRUCTURAL ENGINEERING, Inc.
<br />2121 Bearss
<br />Tampa, Florida 33618
<br />Fax: (813) 247 -7409
<br />Phones (813) 247 -7400
<br />F INISHED
<br />SOUTH ELEVATION
<br />SCALE: 1/4 H = 1' -0"
<br />STRUCK BLOCK FINISH
<br />HYDROSTATIC
<br />FLOOD VENt (Typ.)
<br />SMOOTH, NO -GROVE CEMENT BOARD SIDING
<br />(GABLE ENDS ONLY).
<br />—30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12
<br />4
<br />TOP OF WALL
<br />' -0
<br />w w , a��
<br />_ "
<br />LL _ _
<br />- � °
<br />o O
<br />A71
<br />z o
<br />in
<br />23 SH
<br />STRUCK BLOCK FINISH
<br />— FINISHED SLAB
<br />3' -0" z 6'8" 6 -PANEL SMOOTH
<br />FIBERILASS DOOR WITH
<br />EAST ELEVATI
<br />,
<br />SCALE: 1 /4" = 1' -O"
<br />RIDGE VENT
<br />TOP OF WAJ
<br />Hi
<br />0
<br />�30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12:4
<br />ROOF SLOPE
<br />>r
<br />STRUCK BLOCK FINISH � rn C__
<br />or
<br />21 SH
<br />HYDROSTATIC
<br />o FLOOD VENt (Typ.)
<br />NO RTH ELEVATION
<br />SCALE: 1/4" = 1'4"
<br />00
<br />TOP OF WALL
<br />FINISHED SLAB
<br />STRUCK BLOCK FINISH
<br />30 YEAR DIMENSIONAL
<br />FIBERGLASS ROOF SHINGLES
<br />12
<br />4
<br />I>
<br />rl'
<br />SMOOTH, NO -GROVE CEMENT BOARD SIDING
<br />(GABLE ENDS ONLY),
<br />MIEN:
<br />WIEN
<br />IFM
<br />DATE I R
<br />09 -25 09 PRELIMINARY PLANS
<br />03.28 09 REVISED PER CLIENT REVIEW
<br />09. 2 9-99 FINAL PLANS TO ENGINEER
<br />� M
<br />Z p
<br />a
<br />U) r �
<br />M
<br />Eh
<br />W : E
<br />L7 M _j
<br />J "�
<br />_ W
<br />U
<br />�
<br />n_
<br />Q � .
<br />`
<br />O W�
<br />J N
<br />U)
<br />�p W M
<br />w 6;00
<br />05 °
<br />Uf
<br />4r 3: W
<br />r N
<br />•
<br />r
<br />w�
<br />1
<br />•
<br />� r
<br />•
<br />•
<br />•
<br />(D w
<br />w =
<br />_ u
<br />iD p cV
<br />C).
<br />c o r
<br />z
<br />16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR
<br />WEST ELEVAT
<br />SCALE: 1 /4 11 = 1' - 0 "
<br />31 1 3 3 �®
<br />-- 1 --- - - -�-- —- - - - - -� —
<br />I I 1 I
<br />I 1 I 1
<br />I 1 I I
<br />I I I I
<br />I I 1 1
<br />;® o 2 0 o ;®
<br />i 1 i I
<br />DATE FILE No.
<br />SEPT.,2009 3638
<br />•
<br />J.I.S. DESIGNS, Inc.
<br />RE-SI DENT IAL BUILDING OF SI[:NE NS
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352- 637 -6971
<br />SHEET NUMBER
<br />1
<br />1 of 2
<br />•
<br />r
<br />w�
<br />1
<br />•
<br />� r
<br />•
<br />•
<br />•
<br />(D w
<br />w =
<br />_ u
<br />iD p cV
<br />C).
<br />c o r
<br />z
<br />16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR
<br />WEST ELEVAT
<br />SCALE: 1 /4 11 = 1' - 0 "
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<br />DATE FILE No.
<br />SEPT.,2009 3638
<br />•
<br />J.I.S. DESIGNS, Inc.
<br />RE-SI DENT IAL BUILDING OF SI[:NE NS
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352- 637 -6971
<br />SHEET NUMBER
<br />1
<br />1 of 2
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<br />16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR
<br />WEST ELEVAT
<br />SCALE: 1 /4 11 = 1' - 0 "
<br />31 1 3 3 �®
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<br />DATE FILE No.
<br />SEPT.,2009 3638
<br />•
<br />J.I.S. DESIGNS, Inc.
<br />RE-SI DENT IAL BUILDING OF SI[:NE NS
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352- 637 -6971
<br />SHEET NUMBER
<br />1
<br />1 of 2
<br />16' -0" x T -0 " 'WHITE RAISED PANEL SECTIONAL GARAGE DOOR
<br />WEST ELEVAT
<br />SCALE: 1 /4 11 = 1' - 0 "
<br />31 1 3 3 �®
<br />-- 1 --- - - -�-- —- - - - - -� —
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<br />DATE FILE No.
<br />SEPT.,2009 3638
<br />•
<br />J.I.S. DESIGNS, Inc.
<br />RE-SI DENT IAL BUILDING OF SI[:NE NS
<br />5389 EAST GRANGER STREET
<br />INVERNESS, FLORIDA, 34452
<br />352- 637 -6971
<br />SHEET NUMBER
<br />1
<br />1 of 2
<br />
|