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ROOF FINISH
<br />PER ELEVATION
<br />ROOF SHEATHING
<br />MANUFACTURED
<br />ROOF TRUSS
<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 />SOFFIT DETAIL
<br />6
<br />11A 1 1-ni,
<br />ROOF FINISH
<br />PER ELEVATION
<br />ROOF SHEATHING
<br />12
<br />5
<br />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
<br />SOFFIT
<br />A17ACHMENT DETAIL
<br />SOFFIT DETAIL
<br />7
<br />1-011
<br />3/411 1
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<br />TYP
<br />8
<br />ill=
<br />11-011
<br />?it
<br />-- - - - - - - - - - -
<br />N
<br />=
<br />(0
<br />12" SQ CMU COLUMN,
<br />SMOOTH STUCCO
<br />FINISH
<br />STUCCO BAND
<br />Q0
<br />A
<br />COLUMN DETAIL
<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)HIOA-2
<br />ROOF FINISH PER ELEVATION
<br />UNDERLAYMENT
<br />ELEV AT 81-01,
<br />12
<br />T.O.M.
<br />ROOF SHEATHING
<br />(S)A23
<br />MTL DRIP EDGE
<br />2X4 SUB -FASCIA
<br />2'-0"
<br />ALUMINUM WRAP
<br />(S) A23
<br />`�ALUMINUM 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 T-6"
<br />SOFFIT DETAIL
<br />10
<br />if
<br />-'A/A
<br />= 11-ni,
<br />I 11L�PGER DETAIL
<br />A I/ F 7 7 T_71,-
<br />SHINGLE
<br />ROOF-,
<br />M
<br />son
<br />CASING BEAD
<br />WITH WEEP HOLES
<br />OVER FLASHING MEN
<br />Sim
<br />—1:4 myff-a 0 m�� A
<br />2ND FLOOR FF
<br />" M, M__
<br />Inisi�llai
<br />ELEV AT 8'-8" MINN,
<br />T. 0. M.
<br />ISO
<br />8
<br />A5
<br />ELEV AT 0'-0"
<br />FRONT ELEVATION A
<br />1/411 = 1 1-011
<br />12
<br />51 ,
<br />A5
<br />7/8"
<br />STUCCO
<br />OVER
<br />-CASING BEAD
<br />WITH WEEP
<br />HOLES OVER
<br />FLASHING
<br />4" SCORED
<br />STUCCO
<br />BAND
<br />ININININ101 NEI
<br />ININNININININI
<br />MININININININI
<br />.EIM101MIM10101
<br />1.
<br />MEN
<br />7/8" STUCCO
<br />OVER FRAME C?
<br />---- 2-N D F_
<br />CONTROL JOINT
<br />ELEV AT 8'-8"
<br />T.O.M.
<br />MID WALL A/C UNIT
<br />WEEP SCREED---""� AND PAD
<br />5/8" STUCCO
<br />OVER
<br />MASONRY
<br />ELEVATO'-O"
<br />���FLOOR�FF 1 GRADE LINE--T
<br />3 1/811 = 1 I -oil ION A
<br />8" TRUSS
<br />ELEV AT 18'-0"
<br />T.O.P.
<br />ELEV AT 8'-8"
<br />T.O.M.
<br />ELEV AT 0'-0"
<br />1 ST FLOOR FF
<br />8" TRUSS HEEL
<br />ELEV AT 18'-0"
<br />T.O.P.
<br />1
<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 I
<br />ELEV AT 0'-0"
<br />i R4 a a X6101 .A a 9
<br />GRADE LINE--J
<br />��T � �VA �Tl 0 �NA�
<br />_ 1�
<br />1 �/8 _0
<br />12
<br />51
<br />-1 F_ 16'-8"
<br />16'-8 18'-8" M:
<br />= 0
<br />C)
<br />7/8" STUCCO
<br />OVERFRAME z
<br />CONTROL JOINT CONTROL JOINT
<br />--- -_ I- --- - ��ZA . - ---.
<br />MID WALL 5/8" STUCCOj AV—
<br />WEEP SCREED OVER
<br />-MASONRY
<br />— - — - — - — - — - — --
<br />GRADE LINE--'
<br />rjz-"'\L.LEFT ELEVAT.10N A
<br />1/8ff = 1I_0fI
<br />12
<br />15
<br />2'-0" - A/C UP
<br />. �/ AND P
<br />91
<br />11-01,
<br />iffeli
<br />-4" STUCCO
<br />BAND
<br />-6" STUCCO
<br />BAND
<br />-WEEP
<br />SCREED
<br />I "I
<br />4" STUCCO
<br />BAND
<br />5/8"
<br />STUCCO
<br />OVER
<br />MASONRY
<br />2023
<br />Virtual Review Assist, Inc.
<br />Plans Review completed and appro.ved
<br />for compliance with the 2020 FBC 7th �diti n
<br />by Debra Anne Klahr PX2300
<br />1, 6'- 11 " I& T-4" 6 15'-9"
<br />2'-0" L 8'-1 5/8" 2' /,,,-SLOPE SLOPE
<br />I'l �_��5:12 5:1�2::_>
<br />9 L - - - - -
<br />6" SLO PE
<br />5:12 16'-6" �T- �O'
<br />01 01 4
<br />(Da�F L A
<br />ll�8 7!
<br />9
<br />1,
<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 />. 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 PLASHING
<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- I
<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 />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 />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 />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 (MEASURE
<br />VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE,
<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 />��ALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS)
<br />I DGE VENTS - 18 SQ. IN. OF NET FREE AREA / LINEAR FT.
<br />*OFF-RIDGEVENTS - 138 SQ. IN. OF NET FREEAREA1 UNIT
<br />* SOFFIT VENTS - 7 SQ. IN. OF THE NET FREE AREA I 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 5HINGLE
<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 />PROVIDING TRACEABILITY TO MANUFACTURER AND PRODUCT
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<br />LAST PLOT DATE
<br />>
<br />Apr. 24, 23
<br />0 N
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<br />- __
<br />EXTERIOR
<br />ELEVATIONS A &
<br />_j
<br />ROOF PLAN
<br />
|