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ROOF FINISH PER <br />12 15 ELEVATION <br />—1 1 <br />ROOF SHEATHING <br />MANUFACTURED `V <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />1 -0 ALUMINIUM WRAP El <br />ALUMINUM 12" SQ CMU COLUMN, <br />SOFFIT SMOOTH STUCCO <br />NOTE: REFER TO STRUCTURAL SOFFIT FINISH <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />6 SOFFIT DETAIL <br />3/4I= 1 -0 - <br />00 <br />r` <br />ROOF FINISH PER <br />12 ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP STUCCO BAND <br />ALUMINUM <br />V UA SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />A7SOFFIT DETAIL COLUMN DETAIL <br />3/411 = 11-011 11 3/411 = 11-011 <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 />8 STUCCO 1DETAI L _ _ _ _ _ ELEV AT 8'-0" <br />3/4 - 1 -® 12 T.O.M. <br />� 5 METAL DRIP <br />EDGE <br />(S) A23 7 <br />1-1/2" THK Vh 2X4 FASCIA <br />ALUMINIUM <br />2'-0A23" WRAP <br />00 (S) Z-0 ALUMINUM <br />21, SOFFIT <br />T' PT 2X4 LEDGER ATTACHED TO <br />WALL W/ 3/16" TAPCONS W/ <br />2" 2" MIN 2-1/2" EMBEDMENT 6" O.C. <br />BTM AT T-6" <br />9 STUCCO DETAIL 12 SOFFIT DETAIL <br />3/4 - 1 -013/4I- 1 -0I <br />6" PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />1 4" 1 4" STAGGERED <br />(V fV <br />0 0 0 <br />o o 0 0 <br />EPS <br />iv FOAM iv 8" 1'-0" V-0" 1'-01, <br />10 BRACKET DETAIL 13 LEDGER DETAIL <br />1 = 1 -0 3/4 - 11-011 <br />ELEV AT 18'-0" <br />T.O.P. <br />SHINGLE /�'i n� <br />CASING BEAD <br />WEEP HOLES <br />OVER FLASHII <br />ELEV AT 10'-0" <br />Y 2ND FLOOR FF \ <br />ELEV AT 8'-8" <br />T.O.M. <br />eA5.A <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />FRONT ELEVATION A <br />1 /411 = 11-011 <br />12 <br />CASING BEAD W/ 5 5� <br />WEEP HOLES <br />OVER FLASHING <br />ELEV AT 18'-0" 111 Hill III[ <br />T.O.P. <br />ELEV AT 10'-0" C? � _ <br />2ND FLOOR FF ko- <br />M� ~ o w 7/8" STUCCO <br />NTROL =ON FRAME <br />INT <br />ELEV AT 8'-8" <br />T.O.M. <br />L/SS WEEP <br />SCREED <br />AUNIT ® ` <br />AND PAD �� 5/8" STUCCO <br />ON CMU <br />ELEV AT 0'-0" _ <br />1 ST FLOOR FF <br />GRADE LINE <br />3 REAR ELEVATION A <br />1 /811 = 1 1-011 <br />6" <br />7/8" STUCC <br />ON FRAME <br />ELEV AT 18'-0° <br />T.O.P. - <br />ELEV AT 10'-0" 2'-0" C? <br />2ND FLOOR FF \ <br />\ - CONTROL - <br />\� _ ELEV AT 8'-8" JOINT _ <br />T.O.M. WEEP <br />12'-0' SCREE <br />DRIP CASING BEAD <br />AT BOTTOM OF <br />STUCCO BAND <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />RIGHT ELEVATION A <br />1 /811 = 1 1-011 <br />STUCCO - <br />ON FRAME \ <br />ON <br />ELEV AT 18'-0" _ <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />18'-0" <br />z= <br />�(D <br />ow <br />N_= <br />11S,�. <br />Im nu.._ <br />Ism <br />IIIIII��g�1111111�1�111�1��.�-.� <br />lingo la��lnu�irlii <br />,/-CONTROL <br />JOINT <br />12 <br />—15 <br />A/C UNIT <br />AND PAD <br />i� <br />�- 5/8" STUCCO <br />ON CMU <br />RED <br />JCCO <br />fHK <br />JT <br />ER BAND <br />"TH K <br />JT <br />ER BAND <br />:ASING BEAD <br />FTOM OF <br />;O BAND <br />'UCCO ON <br />JRY <br />19'-0" I. 7'-4" 1.3'-8" <br />q I SLOPE 5:12 <br />I I <br />UJ 4'-0" OFF <br />0 RIDGE <br />v) �I ROOF <br />I <br />i <br />12 E 1 <br />SLOPE <br />SL <br />OPE <br />Ilk <br />I <br />12'-0" 13'-8" 12'-0" <br />M z= <br />� O <br />CONTROL = CONTROL <br />_ JOINT _ _ _ JOINT _ <br />ELEV AT 8'-8" _Ti- <br />T.O.M. WEEP <br />A/C UNIT SCREED <br />AND PAD 2-0 _ <br />® 19 <br />ELEV AT 0' <br />1 ST FLOOR FF <br />GRADE LINE <br />LEFT ELEVATION A <br />1 /811 = 1 1-011 <br />d- <br />ti <br />5/8" STUCCO <br />ON CMU <br />W <br />ON <br />CASING BEAD W/ <br />�"' <br />WEEP HOLES <br />2 <br />OVER FLASHING <br />a5 <br />- <br />11 <br />A5.A <br />SLOPE <br /><_5:12 <br />SLOPE <br />---- <br />5:12� <br />- 1 SLOPE 5:12 <br />o <br />I---- <br />6 <br />------ <br />-- -- <br />1'-( <br />�co <br />�r <br />NO <br />M <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 />JUL 2 12023 <br />Virtual Review Assist, Inc. I <br />Plans Review completed and appro ` <br />for compliance with the 2020 FBC 7t di n <br />by Debra Anne Klahr 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 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 = 1222 SQ FT <br />VENTILATION REQUIRED = 586.56 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 414 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 />M <br />N <br />0 <br />00 <br />�. <br />2 <br />LO <br />x <br />kn <br />LID <br />00 <br />•c �'� F�•h; <br />LOin <br />01 "?,v <br />/T�yM/ <br />c <br />W <br />4 � J <br />0 <br />W <br />0 <br />z <br />V) N L <br />ON <br />W L �00• U <br />0 M ai <br />+� N <br />Ai L i <br />W0 o <br />`0 <br />o <br />QU_o Q <br />jC U6 <br />�< <br />.V) W <br />L00 E r� s <br />o 0 CL <br />LLI oL- <br />o� (6 Way <br />Wl-� <br />�zL1J W2W Z <br />�� Y� <br />O?-j0� <br />QOxJ�)ozmooF_ � <br />Q U <br />�W�OoWgomZ= <br />n ZJOaO�YZ�W <br />zZ�uOzLL <0 a <br />>� -C<L <br />wH Q0 <br />23 ¢ <br />Y ZO <br />U_¢ 0 �¢LL <br />N <br />0 <br />0 <br />[V <br />OW <br />H C:) <br />o <br />o <br />Q U0 L0 <br />J <br />2: V) N <br />d aLn <br />Ce <br />Z F__E <br />Z <br />11.1 <br />W <br />_j`O <br />O <br />O <br />oo <br />0 <br />0 <br />o <br />00 <br />M <br />CO <br />00 <br />OD <br />O <br />o <br />o <br />r <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />o <br />N <br />O <br />N <br />A <br />N <br />0-) <br />� <br />O <br />r <br />o <br />00 <br />CD <br />Cy <br />D <br />LO <br />w <br />N <br />0 <br />r <br />0 <br />� <br />0 <br />O <br />0 <br />O <br />O <br />r- <br />N <br />o <br />0 <br />O <br />�� <br />C\j1 <br />N <br />> <br />� <br />0 <br />N <br />0 <br />M <br />0 <br />4 <br />0 <br />Lri <br />0 <br />CO <br />0 <br />ti <br />LO <br />CT <br />Z Z <br />ZO <br />Lu <br />0Wu) <br />- <br />~ <br />OXW2 <br />Z <br />ZLUI-� <br />�000Z <br />=fn <br />I._ = Z <br />V <br />Z W <br />< <br />M Z W <br />r—I; <br />Z z <br />LO <br />2LU <br />�, <br />�a2w <br />U <br />O <br />Q <br />Z <br />L z z <br />z0 <br />�QO <br />U <br />V <br />0- <br />W <br />tr <br />ZA5 <br />z <br />Z <br />W <br />J <br />W <br />M <br />O <br />LAST PLOT DATE <br />May. 8, 23 <br />EXTERIOR <br />o <br />® <br />ELEVATIONS & <br />-- <br />ROOF PLAN A <br />