Laserfiche WebLink
:z fV - <br />CD flo <br />a 2 LBS. EPS <br />FOAM <br />1 1/2" <br />\ V I %L_ I <br />1" = 1'-011 <br />" <br />AV- <br />0 2 LBS. EPS q <br />FOAM <br />2 1 /2" <br />6 BRACKET DETAIL <br />-1C-n <br />il <br />7 <br />9 <br />2 LBS. EPS <br />FOAM <br />v I I <br />4" 4" 4" 4" <br />N D W DETAIL <br />if _ 1,-n„ <br />ROOF FINISH <br />12 <br />PER ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />—MTL <br />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 />FFIT DETAIL <br />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 />11 = 1 1—n,, <br />7"X1" THIC <br />PAINTED I <br />TRIM BAN <br />6"X1" THI( <br />PAINTED <br />TRIM BAN <br />11 <br />8"X1" THICK PAINTED <br />RAISED TRIM BAND- <br />bo <br />�wm'w <br />C�IIIIIII <br />12 <br />51 <br />8 <br />A5 <br />ELEV AT 18'-0" - _ <br />T.O.P. <br />7/8" <br />STUCCO <br />OVERFRAME <br />CASING BEAD <br />W/ WEEPS <br />OVER <br />ELEV AT 10'-0" FLASHING <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />- - <br />T.O.M. <br />WEEP SCREED <br />TYP. <br />311m. <br />co <br />ELEV AT 0'-0" - - - 1ST FLOOR FF <br />FRONT ELEVATION B <br />1 /411 = 1'-011 <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" _ <br />T.O.M. <br />WEEP -- <br />SCREED <br />TYP, <br />5/8" <br />STUCCO <br />ON CMU <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF <br />REAR ELEVATION B <br />1 /811 = 1 '-011 <br />CASING BEAD <br />W/ WEEPS <br />OVER <br />FLASHING <br />SHINGLE <br />ROOF--\ <br />4' OFF RIDGE <br />VENT <br />ROOF LE <br />12 <br />51 <br />-7/8" STUCCO <br />OVER <br />FRAME <br />-A/C UNIT <br />AND PAD <br />4' OFF RIDGE <br />VENT <br />A5 <br />A5 <br />MEN ONE <br />momil ", no <br />loom 01 no <br />DRIP "V'SCREED, <br />AT BOTTOM OF <br />BAND <br />Mimi <br />SHINGLE <br />ROOF <br />ELEV AT 18'-0" - _ <br />T.O.P. C.J. C.J. C.J. <br />z � <br />ELEV AT 10'-0" ih <br />-1 cn 2 <br />2ND FLOOR FF 3 -0 r * N �7/8" STUCCO <br />OVER <br />ELEV AT 8'-8" - - - - - - - - - - - - 12- - <br />T.O.M. <br />DRIP "V" <br />SCREED V.1- STUCCO WEEP 19 2'-0 <br />OVER CMU SCREED <br />TYP. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />RIGHT ELEVATION B <br />1 /811 = 1 '-011 <br />12 <br />51 <br />4' OFF RIDGE <br />VENT <br />SHINGLE <br />ROOF <br />9'-8" 6'-0" 16'-4" <br />uwi <br />ON <br />cn <br />o- <br />-N - - <br />w <br />0- <br />0 <br />N <br />U) <br />\4' OFF RIDGE <br />VENT <br />0 (D <br />0 0 <br />SLOPE p W p w SLR <br />5:12 v> v> 5:12 <br />ELEV AT 18'-0" <br />I � <br />T.O.P. <br />_ <br />C.J. C.J. <br />J m <br />9 CASING <br />ELEV AT 10'-0" <br />- O C.J. <br />o cn w <br />BEAD W/ <br />A5 WEEPS <br />w <br />a <br />2ND FLOOR FF <br />-7/8" STUCCO iv _ <br />OVER <br />OJ 77 <br />77 <br />OVER <br />FLASHING <br />U) in <br />ELEV AT 8'-8" <br />12 <br />SE LOPE SLR <br />5:12 5:12 <br />T.O.M. <br />A/C UNIT <br />AND PAD <br />2'-0" <br />WEEP <br />5/8" _ SCREED <br />STUCCO 00 NP• <br />SLOPE <br />5:12 <br />OVER CMU <br />ELEV AT 0'-0" <br />w <br />a0 <br />1ST FLOOR FF <br />N <br />J 77 <br />in to <br />SLOP <br />5:12 <br />LEFT <br />ELEYATIO�NB <br />ROOFPLAN B <br />4 <br />12 <br />1 /8 — <br />1 —0 <br />1 /8 — 1 —0 <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 C1063 <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 />r <br />CIF PLa.. i� r ,-1 <br />th <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 />EQUIVALENT SYSTEM PER 7TH EDITION (2020) FBC SECTION R806 <br />FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA = 1697 SQ FT <br />VENTILATION REQUIRED = 815 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 407 SQ IN <br />VENTILATION PROVIDED AT SOFFIT = 1218 SQ IN <br />ATTIC EN <br />VENTILATION <br />cLORIDA <br />ATTIC VENTILATIONBE IN <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 />VALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) <br />RIDGE 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 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 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 <br />N <br />N <br />O <br />- <br />N <br />O <br />co <br />,t, <br />4 <br />z <br />.; LLj <br />0 <br />w <br />0 <br />z <br />Q <br />/N > O ^ <br />E <br />o <br />W <br />L C 011 <br />c) <br />U <br />V) V ��� <br />E .` w <br />0 <br />L <br />}otommi � <br />�i U <br />o <br />< <br />pg <br />.N w Q� <br />^` N <br />C <br />W L p Ec m <br />WW <br />(' W <br />ow Wo~w <br />�oz <br />U. J F-TQz <br />QO�VOO <br />Q <br />Qz <br />ZOE0m <br />zso0Q <br />2 <br />Z <br />(y 0LL <br />CLij 0W0 <br />nJ <br />0 <br />QOwO�¢� <br />0x o <br />�Lu <br />c<<x <br />U-Q <br />o LL <br />r, <br />0 <br />Z N <br />O� <br />::5 (` <br />0 � cM O <br />Q 01 M Lo <br />Z U <br />w <br />W <br />J O <br />0 <br />' <br />I <br />i <br />E <br />is <br />! <br />I <br />N <br />00 <br />0 <br />0 <br />N <br />C) <br />N <br />000 <br />N <br />N <br />N <br />N <br />O <br />o <br />o <br />o <br />I <br />I <br />z <br />O <br />L/ <br />> <br />O <br />N <br />M <br />L[) <br />I <br />i <br />0o <br />QZ <br />O <br />zw <br />f_j <br />W <br />Lu o o <br />Z)zj <br />LoO <br />0�< <br />Z <br />da. <br />�— <br />Q <br />�'-') <br />f- <br />W LU <br />Ln <br />= <br />m ft =w <br />('V <br />W <br />zo° <br />. . <br />W <br />Q�� <br />N <br />O <br />z=0 <br />r <br />Q <br />Z <br />U <br />� <br />gzILL <br />az <br />Z <br />m� <br />U <br />< <br />p <br />0- <br />_o <br />W <br />z <br />z <br />z <br />W <br />Lu <br />J <br />0 <br />N <br />LAST PLOT <br />DATE <br />• <br />April 25, 2022 <br />ZO <br />EXTERIOR <br />J <br />ELEVATIONS & ROOF <br />PLAN B <br />