Laserfiche WebLink
i <br />12 ROOF FINISH PER <br />15 ELEVATION <br />ROOF SHEATHING V-4" <br />MANUFACTURED <br />-2" 1" <br />ROOFTRUSS <br />METAL DRIP EDGE io <br />2X4 SUB -FASCIA <br />1 -0 ALUMINIUM WRAP <br />ALUMINUM ❑ <br />NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT <br />12" SQ DETAIL SF01 SHEET SS FOR SOFFIT SMOOTH <br />COLUMN, <br />SMOOOTH STUCCO <br />ATTACHMENT DETAIL —FINISH <br />6 SOFFIT DETAIL <br />34 =1-019 <br />er ao <br />ROOF FINISH PER zO i' <br />125 ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED —� <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM STUCCO BAND <br />SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />co <br />ATTACHMENT DETAIL <br />7 FIT DETAIL <br />E=1-0" <br />11 COLUMN DETAIL <br />if 3/4 <br />7I <br />PROVIDE FILLED SOLID CMU ABOVE <br />LINTEL TO TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLES <br />2" ------ PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />(S) H10A-2 STAGGERED, SEE DETAIL 13/A5 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />_ ELEV AT V-0" <br />3/4 <br />8 STUCCO DETAIL 12 11011 5 METAL DRIP T.O.M. <br />1 - EDGE <br />(S) A23 <br />2X4 FASCIA <br />1-1/2" THK ,1 ' ALUMINIUM <br />_ 2'-0" WRAP <br />(S) A23 ALUMINUM <br />SOFFIT <br />00 PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />MIN 2-1/2" EMBEDMENT 6" O.C. 3„ <br />BTM AT 7'-6" <br />2,2„ <br />12 SOFFIT DETAIL <br />1-011 <br />9 STUCCO DETAIL <br />ER <br />PT 2X8 LEDGER ATTACHED TO WALL 6„ <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />1„ 4 1„ ' - STAGGERED <br />fV <br />N N o 0 0 <br />0 0 <br />o co o bo <br />EPS g" 1'-0" 1'-0" 1'-0" V-0" <br />iv FOAM iv <br />10 ' BRACKET DETAIL 13 kLEDGER DETAIL <br />_ - = -On <br />6" SCORED <br />BAND <br />1'-0"--./ <br />7/8" STUCCO <br />FRAME <br />6" X 1"THK <br />CEMENT <br />PLASTER BAND <br />16" X 1"THK <br />CEMENT <br />PLASTER BAND <br />DRIP CASING BEAD <br />AT BOTTOM OF <br />STUCCO BAND <br />5/8" STUCCO ON <br />CMU <br />1 <br />CONTROL <br />JOINTS <br />CONTROL <br />JOINTS <br />MID -WALL <br />WEEP <br />SCREED <br />SHINGLE <br />,, ROOF <br />12 <br />J_ l J I_l I' J � 5 <br />u LJ�_L_ I I I LJ I L1_l_IJ <br />IJ,II .Il <br />LE <br />umima <br />ININININININIMINI <br />INININININININIMI <br />lmimimimimimimlml <br />FRONT ELEVATION A <br />1 /411 = 1'-011 <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 />GRADE LINE <br />REAR ELEVATION A <br />1 /811 = 1'-011 <br />`— GRADE LINE <br />RIGHT ELEVATION A <br />1 /8„ = 1'-011 <br />A <br />t-L — <br />CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />ELEV AT 8'-8" <br />T.O.M. <br />USS <br />.A/C UNIT <br />AND PAD <br />ELEV AT V-0" <br />1 ST FLOOR FF <br />5/8" STUCCO <br />ON CMU <br />12'-0" <br />z <br />CONTROL c W <br />CONTROL <br />JOINT <br />JOINT <br />12 <br />5�j <br />— <br />-- — — — <br />MID -WALL <br />WEEP <br />12'-0" <br />A/C UNIT <br />AND PAD 2-0 <br />- <br />SCREED <br />DRIP CASING BEAD <br />AT BOTTOM OF <br />�100 <br />® <br />- - - - <br />- - <br />STUCCO BAND <br />- - -- <br />GRADE LINE <br />LEFT ELEVATION <br />A <br />5 <br />1 /8 - 1 -0 <br />ASSUMED GRADE <br />7/8" STUCCO <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />7/8" STUCCO <br />ON FRAME <br />_ ELEV AT 18'-0" <br />d— T.O.P. <br />2,-0" ELEV AT 10'-0" <br />2ND FLOOR FF <br />_ ELEV AT 8'-8" <br />9— T.O.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 />CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />\I <br />I 11 <br />A5.A <br />I <br />— ELEV AT 0'-0" <br />1ST FLOOR FF <br />0 <br />.-J. O" 7, All 4 n. A., <br />1 ROOF PLAN A <br />1 /8 = 1 -011 <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 INSTAL LED 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 />L 2 1 2023 <br />V_ <br />virtual Review Assist, lnc. rove <br />plans Review completed and app <br />tur compliance with the 2020 FBC 7th Edition <br />by Debra Anne Mahr PX2300 <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 FBC 7TH EDITION (2020) SECTION R806 <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 SQ 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 (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 TRACE ABILITY TO MANUFACTURER AND PRODUCT <br />�C-o <br />N <br />w <br />T <br />00 <br />u. <br />s . <br />� <br />Q <br />SIN <br />O LO - E <br />1..-c o <br />W <br />M d <br />N <br />V O a <br />t� <br />C <br />+�-2 0 <br />cj) <br />•N <br />� p� N � <br />w Q N C <br />^, <br />W <br />L 00 E� .9) <br />a <br />V, <br />LLI <br />W (D LL1 <br />W wH X<MJ W w 42, z <br />xj--¢0��� LL c,� O0_jO <br />Q U <br /><axJzIx 0z2o�1.- <br />0wX�0_ZORoOmz2 <br />a <br />O Z <br />O0 z C, ZLL0 <br />J¢aoW z 0 <br />~p <br />Q.L <br />a. <br />Q <br />¢ W 1- Y a <br />oQ o 0 0¢ <br />Q <br />LL <br />LL <br />■ <br />0 <br />0 <br />C4 <br />_OW <br />V) = o <br />z <br />?��o <br />�M o <br />Q L M LLr) <br />7- LO <br />Lj_ <br />Q W Q Ln <br />d -4 <br />z <br />F- <br />W <br />W <br />JC:) <br />J <br />O <br />O <br />O <br />o <br />r <br />r <br />N <br />O <br />N <br />O <br />N <br />O <br />o <br />O <br />O <br />o <br />00 <br />0 <br />co <br />O <br />O <br />O <br />N <br />N <br />N <br />N <br />O <br />N <br />6 <br />O <br />N <br />6 <br />O <br />N <br />O <br />O <br />N <br />O <br />O <br />N <br />O <br />N <br />O <br />N <br />A <br />N <br />CD <br />� <br />� <br />00 <br />O <br />(V <br />� <br />O <br />N <br />d <br />o <br />-' <br />0 <br />c6& <br />0 <br />00 <br />O <br />O <br />N <br />0 <br />N� <br />.- <br />CD <br />N <br />00 <br />M <br />'t <br />0 <br />Lf) <br />0 <br />0 <br />0 <br />r` <br />L <br />CO U) <br />z z <br />O <br />ujo <br />owv) <br />o <br />O4-a <br />O <br />Q <br />F- <br />0 <br />0 a <br />Lr)WW <br />-0 <br />Z <br />z <br />LLI <br />t� <br />~m0Z <br />Z J <br />%-2ZIx <br />1� <br />Z Z u- <br />Lu I� _ <br />Q <br />OgRz <br />U�ZZ <br />a w <br />N <br />Z r4; <br />=QO <br />Z <br />H U <br />0Ua <br />0 <br />W <br />tr <br />Z <br />z <br />W <br />W <br />J <br />W <br />M <br />O <br />LAST PLOT DATE <br />May. 8, 23 <br />EXTERIOR <br />0 <br />Z <br />ELEVATIONS & <br />ROOF PLAN <br />A <br />