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ROOF FINISH
<br />PER ELEVATION
<br />ROOF SHEATHING
<br />MANUFACTURED
<br />ROOFTRUSS
<br />MTL DRIP EDGE
<br />2X4 SUB -FASCIA
<br />ALUMINUM WRAP
<br />ALUMINUM SOFFIT
<br />NOTE: REFER TO STRUCTURAL SOFFIT
<br />DETAIL SF01 SHEET SS FOR SOFFIT
<br />ATTACHMENT DETAIL
<br />"'1
<br />SOFFIT DETAIL
<br />6 'AIA" 1 UVI
<br />ROOF FINISH
<br />PER ELEVATION
<br />ROOF SHEATHING
<br />12
<br />5 MANUFACTURED
<br />ROOFTRUSS
<br />MTL DRIP EDGE
<br />A,
<br />ALUMINUM WRAP
<br />ALUMINUM SOFFIT
<br />v
<br />NOTE: REFER TO STRUCTURAL SOFFIT
<br />DETAIL SF01 SHEET SS FOR SOFFIT
<br />ATTACHMENT DETAIL
<br />SOFFIT DETAIL
<br />7
<br />if
<br />3/4 1
<br />1-091
<br />C14
<br />04
<br />FOAM LOUVER
<br />DETAIL TYP
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<br />8
<br />1
<br />1'4"
<br />V-2" - - - - - - - - - - -
<br />04
<br />0?
<br />�D
<br />12" SQ CMU COLUMN,
<br />SMOOTH STUCCO
<br />FINISH
<br />STUCCO BAND
<br />co
<br />-216
<br />COLUMN DETAIL
<br />91
<br />1 if = 1
<br />1-011
<br />PROVIDE FILLED SOLID
<br />CMU ABOVE LINTEL TO
<br />TIE BEAM
<br />FLASHING
<br />CASING BEAD WITH WEEP HOLE
<br />2X8 LEDGER ATTACHED TO
<br />�,�PT
<br />WALL W/ 3/8" X 5" TITEN HD AT
<br />12" O.C. STAGGERED
<br />(S)H 1 OA-2
<br />ROOF FINISH PER ELEVATION
<br />UNDERLAYMENT
<br />ELEV AT V-0"
<br />12
<br />T.O.M.
<br />15
<br />ROOF SHEATHING
<br />(S)A23
<br />MTL DRIP EDGE
<br />2X4 SUB -FASCIA
<br />2'-0"
<br />ALUMINUM WRAP
<br />I (S) A23
<br />ALUMINUM SOFFIT
<br />PT 2X4 LEDGER ATTACHED TO
<br />WALL W/ 3/16" TAPCONS W/
<br />MIN 2-1/2" EMBEDMENT
<br />6" O.C.
<br />BTM AT 7'-6"
<br />SOFFIT DETAIL
<br />10
<br />04
<br />PT 2X8 LEDGER ATTACHED TO WALL
<br />W/ 3/8" X 5" TITEN HD AT 12" O.C.
<br />STAGGERED
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<br />o
<br />� 8" 1 1-0.. 1,-0,, i,-o,, v-0.
<br />LEDGER DETAIL
<br />1 1A 1 1—Mv,
<br />8" TRUSS HEEL
<br />CASING BEAD
<br />WITH WEEP HOLES
<br />OVER FLASHING
<br />ELEV AT 8'-8"
<br />T.O.M.
<br />ELEV AT 0'-0"
<br />1ST FLOOR FF
<br />4" SCORED
<br />STUCCO
<br />BAND
<br />MEIN I
<br />MIN MIMI
<br />FRONT ELEVATION A
<br />1/411 1 1-011
<br />8" TRUSS HEEL
<br />ELEV AT 18'-0"
<br />T.O.P.
<br />01.
<br />ELEV AT 10'-0"
<br />2ND FLOOR FF
<br />ELEV AT 8'-8"
<br />T.O.M.
<br />MID WALL
<br />WEEP SCREED--"�'/
<br />5/8" STUCCO
<br />OVER
<br />MASONRY
<br />ELEV AT 0
<br />10.
<br />12
<br />51
<br />7/8" STUCCO
<br />OVER FRAME
<br />C?
<br />CONTROL JOINT
<br />A/C UNIT
<br />AND PAD
<br />1ST FLOOR FF
<br />GRADE LINE---;/"
<br />(DLEAR LEVATION A
<br />3 J/of 1-011
<br />1/8 1
<br />8"TRUSS
<br />ELEV AT 18'-0"
<br />T.O.P.
<br />ELEV AT 10'-0"
<br />2ND FLOOR FF
<br />ELEV A
<br />T.O.M.
<br />01-01,
<br />ELEV AT
<br />1ST FLOOR FF
<br />8" TRUSS HEEL
<br />ELEV AT 18.
<br />T.O.P.
<br />1.
<br />-01,
<br />-0-
<br />ELEV AT 10'-0"
<br />2ND FLOOR FF
<br />ELEV AT 8'-8"
<br />T.O.M.
<br />A/C UNIT 2'0"
<br />AND PAD--l-l�.-
<br />ELEV AT V-0" 11111111111
<br />1ST FLOOR FF
<br />12'-0"
<br />7/8" STUCCO -
<br />OVER FRAME
<br />�ONTROL JOINT -
<br />MID WALL
<br />WEEP SCI
<br />_7"
<br />GRADE LINE--'
<br />r—N"\RIG.HT ELEVATIO.NA..
<br />A
<br />if 1-011
<br />1/8 1
<br />12
<br />51
<br />16'-8"
<br />7/8" STUCCO_�
<br />OVER FRAME
<br />CONTROL JOINT
<br />12
<br />15
<br />13'-4'# F-171 12'-0" 2:
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<br />2
<br />2
<br />15
<br />5/8" STUCCO--�
<br />OVER
<br />T
<br />MASONRY
<br />18'-8" 16-4-
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<br />9 w
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<br />CONTROLJOINT
<br />MID WALL
<br />WEEPSCREED
<br />F_
<br />H
<br />GRADE LINE
<br />LEFT ELEVATION A
<br />It 1-011
<br />= 1
<br />1/8
<br />5/8" STUCCO-�
<br />OVER
<br />MASONRY
<br />2'-0" A/C I
<br />Y AND
<br />2-4-
<br />9
<br />-
<br />V-011
<br />-4" STUCCO
<br />BAND
<br />-6" STUCCO
<br />BAND
<br />-WEEP
<br />SCREED
<br />4" STUCCO
<br />BAND
<br />5/81,
<br />STUCCO
<br />OVER
<br />MASONRY
<br />5:12
<br />AUG 2 6 2.0-2--2
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<br />for compilance with t " �. I -
<br />-:dition by Debra i�ome Klahr Px2300
<br />ROOF LAN A
<br />C If 1-011
<br />G�% = 1
<br />1/8
<br />9
<br />9
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<br />N
<br />FLASHING NOTES:
<br />DUE TO CLARITY NOT ALL REQUIRED FLASHING ARE
<br />INDICATED ON DRAWINGS. REFER TO FBC RES 2020 (7TH
<br />EDITION), SECTION R703.4. AND R903.2 APPROVED
<br />CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED AT
<br />ALL ROOFING SYSTEM INTERRUPTIONS, TERMINATIONS,
<br />INTERSECTIONS, AND PENETRATIONS AND IN THE
<br />EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO
<br />PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR
<br />PENETRATION OF WATER TO THE BUILDING STRUCTURAL
<br />FRAMING COMPONENTS. THE FLASHING SHALL EXTEND
<br />TO THE SURFACE OF THE EXTERIOR WALL FINISH AND
<br />SHALL BE INSTALLED TO PREVENT WATER FROM
<br />REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED
<br />CORROSION -RESISTANT FLASHING SHALL BE INSTALLED
<br />AT ALL OF THE FOLLOWING LOCATIONS.
<br />1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR
<br />OPENINGS IN SUCH A MANNER AS TO BE LEAK PROOF,
<br />EXCEPT THAT SELF -FLASHING WINDOWS HAVING A
<br />CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28
<br />MM) OVER THE SHEATHING MATERIAL AROUND THE
<br />PERIMETER OF THE OPENING, INCLUDING CORNERS, DO
<br />NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING
<br />MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED
<br />BY THE BUILDING OFFICIAL.
<br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER
<br />MASONRY CONSTRUCTION WITH FRAME OR STUCCO
<br />WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER
<br />STUCCO COPINGS.
<br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR
<br />METAL COPINGS AND SILLS.
<br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD
<br />TRIM.
<br />5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS
<br />ATTACH TO A WALL OR FLOOR ASSEMBLY OF
<br />WOOD -FRAME CONSTRUCTION.
<br />6. AT WALL AND ROOF INTERSECTIONS.
<br />7. AT BUILT-IN GUTTERS.
<br />8. WHENEVER THERE IS A CHANGE IN ROOF SLOPE OR
<br />DIRECTION.
<br />9. AT ROOF CRICKET OR SADDLE.
<br />10. AROUND ROOF OPENINGS.
<br />GENERAL FLASHING NOTES:
<br />INSTALL FLASHING IN ACCORDANCE WITH FBC RES 7TH
<br />EDITION (2020), SECTION R703.4 AND IN ACCORDANCE
<br />WITH STANDARD APPLICATIONS ILLUSTRATED IN THE
<br />ARCHITECTURAL SHEET METAL MANUAL (LATEST
<br />EDITION) AS PUBLISHED BY THE SHEET METAL AND AIR
<br />CONDITIONING CONTRACTORS' NATIONAL ASSOCIATION,
<br />INC.
<br />WINDOW NOTE:
<br />ALL NEW WINDOWS MUST MEET A MINIMUM'U'-VALUE OF
<br />0.4 OR LESS AND A'SHGC'OF 0.25 OR LESS. (UTILIZING
<br />THE PRESCRIPTIVE METHOD FOR EXISTING STRUCTURES)
<br />EGRESS NOTE:
<br />EACH BEDROOM MUST HAVE ONE WINDOW THAT
<br />COMPLIES WITH EGRESS CODES, IF THERE IS NO ACCESS
<br />TO EXTERIOR THROUGH A DOOR. THE WINDOW MUST
<br />HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH
<br />FLOOR LINE OF THAT PARTICULAR ROOM
<br />SHINGLE/ UNDERLAYMENT NOTE:
<br />ASPHALT SHINGLES ARE IN ACCORDANCE WITH TABLE
<br />R905.2.6.1, FBC 7TH EDITION (2020) - RESIDENTIAL
<br />SHINGLE UNDERLAYMENT SHALL COMPLY WITH SECTION
<br />905.1.1, FBC 7TH EDITION (2020) - RESIDENTIAL
<br />PENERAL FINISH NOTES:
<br />APPLICATION OF STUCCO (EXTERIOR PLASTER)
<br />M�
<br />MUST BE IN ACCORDANCE WITH FBC R703.7,
<br />ASTM C926 AND C 1063
<br />ALL LATH AND LATH ATTACHMENTS TO BE OUT OF
<br />CORROSION -RESISTANT MATERIAL. (REFER TO SHEET SN1
<br />I FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT)
<br />ROOF GENERAL NOTES:
<br />G.C. VERIFY ROOF PITCH
<br />ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9/12)
<br />IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF
<br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER.
<br />ROOF CRITERIA
<br />- 12" OVERHANG U.N.O.
<br />- PLUMB CUT FASCIA
<br />- ROOF PITCH PER ELEVATION
<br />- WINDLOAD CALC. PER ASCE 7-98 (VARIES BY LOCATION)
<br />- SHINGLE LOADING
<br />ROOF VENT CALCULATIONS:
<br />NOTE: VERIFY WITH GENERAL CONTRACTOR ALL ROOF VENT
<br />LOCATIONS, QUANTITIES, AND SIZES. ROOF VENTS SHALL BE
<br />INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR
<br />EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC, SECTION R806
<br />FORMULA = S.F. / 300 (1/300) - 144 (TO CONVERT TO SQ. INCHES)
<br />NET SQ. INCH REQUIREMENT
<br />ATTIC AREA 1 = 1268 SQ FT
<br />VENTILATION REQUIRED = 609 SQ IN
<br />VENTILATION PROVIDED AT RIDGE = 306 SQ IN
<br />VENTILATION PROVIDED AT SOFFIT = 1204 SQ IN
<br />ATTIC AREA 2 = 466 SQ FT
<br />VENTILATION REQUIRED = 224 SQ IN
<br />VENTILATION PROVIDED AT RIDGE = 126 SQ IN
<br />VENTILATION PROVIDED AT SOFFIT = 399 SQ IN
<br />ATTIC VENTILATION
<br />—
<br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA
<br />BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806.
<br />THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE
<br />AREA OF THE VENTED SPACE. THE VENTILATED AREA MAY BE
<br />REDUCED TO 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE
<br />THAN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE
<br />UPPER PORTION OF THE SPACE TO BE VENTILATED. UPPER
<br />VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET ISEPASURE
<br />VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THt
<br />ACE,
<br />WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
<br />EAVE OR CORNICE VENTS.
<br />CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN.
<br />NALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS)
<br />IDGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT.
<br />* OFF -RIDGE VENTS - 138 SQ. IN. OF NET FREE AREA / UNIT
<br />* SOFFIT VENTS - 7 SO. IN. OF THE NET FREE AREA / SQ. FT.
<br />IF NOT ENOUGH VENTED SOFFIT IS PROVIDED DUE TO FIRE
<br />PROTECTION, THE CONTRACTOR SHALL USE DECK -AIR OF OTHER
<br />APPROVED MATERIAL TO PROVIDE SUFFICIENT IN -TAKE VENTILATION
<br />* LOMANCO DECK -AIR - 9 SQ. IN. OF NET FREE AREA / FT. FOR SHINGLE
<br />36 SQ. IN. OF NET FREE AREA / FT. FOR TILE
<br />NOTE:
<br />EXTERIOR WINDOWS, SLIDING DOORS AND EXTERIOR SIDE -HINGE
<br />DOORS SHALL BE TESTED AND LABELED WITH A PERMANENT LABEL
<br />I
<br />PROVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT
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<br />LAST PLOT DATE
<br />*
<br />Jul. 21, 22
<br />1
<br />8
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<br />EXTERIOR
<br />ELEVATIONS A &
<br />ROOF PLAN
<br />
|