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ROOF FINISH PER
<br />12
<br />15 ELEVATION
<br />ROOF SHEATHING
<br />MANUFACTURED
<br />ROOFTRUSS
<br />METAL DRIP EDGE
<br />2X4 SUB -FASCIA
<br />ALUMINIUM WRAP
<br />V A ALUMINUM
<br />Nam: REFER TO STRUCTURAL SOFFIT SOFFIT
<br />DETAIL SF01 SHEET SS FOR SOFFIT
<br />ATTACHMENT DETAIL
<br />SOFFIT DETAIL - 8" TRUSS HEEL
<br />6
<br />3/411 1
<br />1-011
<br />-ROOF FINISH PER
<br />12 ELEVATION
<br />15
<br />ROOF SHEATHING
<br />MANUFACTURED
<br />ROOF TRUSS
<br />METAL DRIP EDGE
<br />2X4 SUB -FASCIA
<br />ALUMINIUM WRAP
<br />ALUMINUM
<br />SOFFIT
<br />NOTE: REFER TO STRUCTURAL SOFFIT
<br />DETAIL SF01 SHEET SS FOR SOFFIT
<br />ATTACHMENT DETAIL
<br />DETAIL
<br />aSOFFIT
<br />7
<br />1-011
<br />3/411 1
<br />6"
<br />4" 4"
<br />0 CD
<br />00 00
<br />EPS
<br />FOAM
<br />BRACKET DETAIL
<br />8
<br />ill= 11-011
<br />5"
<br />3" 811
<br />TEPS
<br />OD -1 00
<br />-
<br />FOAM
<br />BRACKET DETAIL
<br />9
<br />1-011
<br />lot 1
<br />PROVIDE FILLED SOLID CMU ABOVE
<br />LINTEL TO TIE BEAM
<br />FLASHING
<br />PT 2X8 LEDGER ATTACHED TO WALL
<br />W/ 3/8" X 5" TITEN HD AT 12" O.C.
<br />(S) H 1 OA-2 STAGGERED, SEE DETAIL 11/A5
<br />ROOF FINISH PER ELEVATION
<br />UNDERLAYMENT
<br />ROOF SHEATHING
<br />ELEV AT 8'-8"
<br />T.O.M.
<br />___15 METAL DRIP
<br />EDGE
<br />(S)A23
<br />2X4 FASCIA
<br />ALUMINIUM
<br />2'-0" WRAP
<br />(S) A23 ALUMINUM
<br />SOFFIT
<br />PT 2X4 LEDGER ATTACHED TO
<br />WALL W/ 3/16" TAPCONS W/
<br />MIN 2-1/2" EMBEDMENT 6" O.C.
<br />BTM AT 7'-6"
<br />SOFFIT DETAIL
<br />10
<br />9-011
<br />3/419 1
<br />PT 2X8 LEDGER ATTACHED TO WALL
<br />W/ 3/8" X 5" TITEN HD AT 12" O.C.
<br />STAGGERED
<br />04
<br />8" 1 I -Of, 11-011 11-01, 11-01.
<br />LEDGER DETAIL
<br />If
<br />4-011
<br />3/4 = 1
<br />6" X 1 "TH K
<br />CEMENT
<br />PLASTER BAND
<br />16" X 1 "THK -
<br />CEMENT
<br />PLASTER Ll'-3"
<br />BAND T'
<br />DRIP CASING BEAD
<br />AT BOTTOM OF
<br />STUCCO BAND
<br />6" X I "THK
<br />CEMENT
<br />PLASTER BAND
<br />5/8" STUCCO ON
<br />CMU
<br />7/8" STUCCO
<br />ON FRAME
<br />MID -WALL
<br />WEEP
<br />SCREED
<br />5/8" STUCCO
<br />ON CMU
<br />CASING BEAD W/
<br />WEEP HOLES
<br />OVER FLASHING
<br />n.
<br />N4
<br />\1
<br />1-31'
<br />— CASING BEAD W/
<br />WEEP HOLES OVER
<br />FLASHING
<br />SHINGLE
<br />,— ROOF
<br />12
<br />1� LID
<br />] �t 15
<br />L L
<br />CONTROL
<br />J01 LW L]
<br />INTS U,�],L] L
<br />z
<br />71 9 ui
<br />:E
<br />CONTROL —
<br />JOINTS
<br />FRONT ELEVATION B
<br />1/411 = 1 1-011
<br />GRADE LINE
<br />�E ION B
<br />3 11 if = 1 1-011
<br />1/8
<br />12
<br />, 15
<br />2
<br />F—MID-WALL
<br />,/ WEEP SCREED
<br />F__ - ___ I
<br />CASING BEAD W/
<br />WEEP HOLES
<br />OVER FLASHING
<br />ELEV AT 8'-8"
<br />T.O.M.
<br />ELEV AT 0'-0"
<br />1 ST FLOOR FF
<br />12--011 13'-B" 12'-0" 1
<br />F-
<br />= C?
<br />0
<br />CONTROL C"4 CONTROL
<br />JOINT JOINT
<br />MID -WALL
<br />WEEP
<br />SCREED
<br />ra
<br />- — - — - — - — ---- -
<br />GRADE LINE STUCCC
<br />RIGHT ELEVATION B ON CMU
<br />1/811 = 1 1-011
<br />lot
<br />CONTROL--,,,,,,.,
<br />JOINT
<br />A/C UNIT 2'-0 ;1-1/
<br />AND PAD-4 =,q
<br />121-411
<br />CONTROL
<br />� JOINT
<br />MID -WALL
<br />WEEP
<br />SCREED
<br />-----------------
<br />Z_ GRADE LINE
<br />LEFT ELEVATION B
<br />1/811 = 1 1-011
<br />ASSUMED GRADE
<br />7/8" STUCCO
<br />ON FRAME
<br />ELEV AT 18'-0"
<br />T.O.P.
<br />It
<br />V.011
<br />ELEV AT 10'-0"
<br />2ND FLOOR FF
<br />ELEV AT 8'-8"
<br />T.O.M.
<br />_:t
<br />Z-011 A/C UNIT
<br />/7�ND PAD
<br />ELEV AT 0'-0"
<br />1 ST FLOOR FF
<br />7/8" STUCCO
<br />ON FRAME
<br />ELEV AT 18'-0"
<br />T.O.P.
<br />ELEV AT 10'-0"
<br />24 OR FF
<br />ELEV AT 8'-8"
<br />T. 0. M.
<br />—5/8" STUCCO
<br />ON CMU
<br />ELEV AT 0'-0"
<br />1 ST FLOOR FF
<br />ELEV AT 18'-0"
<br />T.O.P.
<br />7/8" STUCCO
<br />ON FRAME
<br />CASING BEAD W/
<br />WEEP HOLES OVER
<br />FLASHING
<br />ELEV AT 10'-0"
<br />2ND FLOOR FF
<br />ELEV AT 8'-8"
<br />T. 0. M.
<br />ELEV AT 0'-0"
<br />1ST FLOOR FF
<br />'j. a., �l All 4 ^1 All
<br />E �FJ�L N B
<br />1/! �8 _0
<br />-7 t
<br />CD
<br />I
<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 />GENERAL FINISH NOTES:
<br />APPLICATION OF STUCCO (EXTERIOR PLASTER)
<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 />FOR THE ENGINEERED METHOD FOR LATH ATTACHMENT)
<br />UL 2 1
<br />Virtual Review Assist, I c.
<br />Plans Review completed and pprakt
<br />p r'�
<br />for compliance with the 2020 FBIC 4tidi
<br />by Debra Anne Klahr PX 300 �
<br />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 />FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES)
<br />NET SQ. INCH REQUIREMENT
<br />ATTIC AREA = 1222 SQ FT
<br />VENTILATION REQUIRED = 586.56 SQ IN
<br />VENTILATION PROVIDED AT RIDGE = 276 SO IN
<br />VENTILATION PROVIDED AT SOFFIT = 1008 SQ IN
<br />ATTIC VENTILATION
<br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA
<br />BUILDING CODE 7TH EDITION (2 2 RE IDENTIAL R806.
<br />1 0 N S
<br />THE MINIMUM NET FREE VENT LAT G 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 A E
<br />OF THVE SUR
<br />VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT SPACE,
<br />WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY
<br />CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN.
<br />� ALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS)
<br />VR I DGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT.
<br />*OFF-RIDGEVENTS -138SQ.[N,OFNETFREEAREA/UNIT
<br />* SOFFIT VENTS - 7 SQ. 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 WINDOWSSLIDING DOORS AND EXTERIOR SIDE -HINGE
<br />DOORS SHALL BE TE TED AND LABELED WITH A PERMANENT LABEL
<br />PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT
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<br />LAST PLOT DATE
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<br />May. 8,23
<br />z40
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<br />EXTERIOR
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<br />ELEVATIONS &
<br />ROOF PLAN
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<br />
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