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ROOF FINISH <br />PER ELEVATION <br />12 ROOF SHEATHING <br />15 <br />MANUFACTURED <br />ROOF TRUSS <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />1 '-0" <br />Al <br />V <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />SOFFIT DETAIL <br />6 <br />f_ fl <br />/4i _ <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 <br />5 MANUFACTURED <br />ROOFTRUSS <br />' MTL DRIP EDGE <br />___I�CALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />DETAIL <br />713/411SOFFIT <br />N <br />o <br /><V N <br />N <br />1'-4" <br />2" 2" <br />1'-8" <br />FALSE FOAM LOUVER DETAIL TYP <br />8 <br />6" <br />1 " <br />4, 1 „ 4„ <br />(V <br />N <br />;EPS <br />o00 <br />-1 00 <br />i 4 <br />FOAM iv <br />BRACKET DETAIL <br />9 <br />PROVIDE FILLED SOLID <br />CMU ABOVE LINTEL TO <br />TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLES <br />PT 2X8 LEDGER ATTACHED TO <br />WALL W/ 3/8" X 5" TITEN HD AT <br />12" O.C. STAGGERED <br />(S) H 10A-2 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ELEV AT 8'-0" <br />12 T.O.M. <br />__15 <br />ROOF SHEATHING <br />(S)A23 <br />MTL DRIP EDGE <br />�2X4 SUB -FASCIA <br />• 2'-0" ALUMINUM WRAP <br />(S) A23 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 />1_ 11 <br />/4► <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />N <br />o " o <br />o o <br />LEDGER DETAIL <br />11 <br />1_011 <br />/411 <br />8" TRUSS HEEL <br />CASING BEAD WITH <br />WEEP SCREED OVER <br />FLASHING ------ <br />ELEV AT 10'-0" <br />ELEV AT 8'-8" <br />T.O.M. <br />WEEP SCREED <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />SHINGLE <br />ROOF <br />FRONT ELEVATION B <br />1 /411 = 1'-011 <br />12 <br />51 __4 <br />8" TRUSS HEEL <br />ELEV AT 18'-0" <br />T.O.P.- <br />ELEV AT 10'-0" <br />7/8" STUCCO <br />OVER FRAME <br />2ND FLOOR FF <br />CONTROL JOINT <br />ELEV AT 8'-8" <br />T.O.M. <br />MID WALL <br />:::T <br />WEEP SCREED <br />5/8" STUCCO <br />OVER <br />MASONRY <br />ELEV AT 0'-0" <br />M <br />ti <br />ININININININININI <br />ININININNININI ■ <br />MINININININIMI <br />A/C UNIT <br />AND PAD <br />1ST FLOOR FF <br />GRADE LINE <br />DREAR ELEVATION B <br />1 /8It = 1 I_O,t <br />8" TRUSS HE1.0 I■l1 <br />ELEV AT r 1�tI11n�1■mtl��llmY_Ilmmml_Imm�;.d1�I��rnl�rl�l��r, Ill <br />.nn <br />gil.ill III <br />,lll■■IQ■li <br />,.nimmmnrR� <br />�Illmlll�l�llll�lrlllmlllmlll�l�lllmll%Ilrl� II�III� III OVER FRAMEFLOOR �mnm■lun■■umn■I■nnl■■rm■rminmin�l■r <br />Ilul■111�I■Ilr�l■Ilr�l■In�l■mil■Ilul■mmlummm <br />miirilli�ninillli�iirimql�■Iu�mIN4Iim1i�i111111rrilNiiui • - •JOINT <br />rmurmllrlmnnmm■mil■■rmnrn■Immnn■1 <br />a 10 Is III III <br />EL <br />• <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF - <br />8" TRUSS HEEL <br />ELEV AT 18'-0" <br />T.O.P. <br />:1■:AFT111116iNHi]Y <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />A/C UNIT <br />AND PAD <br />ELEV AT 0'4' <br />1ST FLOOR FF <br />- A <br />13'-4" <br />M <br />1'-0" MID WALL <br />WEEP SCREED <br />------------------ <br />GRADE LINE <br />1RIGHT ELEVATION B <br />1 /811 = 1'-011 <br />12 <br />51 __.. <br />I- <br />16'-8" F IF-1 18'-8" _ <br />t� — <br />M o LU <br />7/8" STUCCO r iv = <br />-OVER <br />CONTROL �JOINT <br />�` - - <br />2'-0" MID WALL <br />WEEP SCREED <br />GRADE LINE-71 <br />CLEFT ELEVATION B <br />1 /8„ = 1'-011 <br />5/8" STUCCO <br />OVER <br />MASONRY <br />16-8" <br />CONTROL JOINT - <br />5/8" STUCCO - <br />OVER <br />MASONRY <br />iur.. <br />nnll■1�... <br />■IIIII■IIIII�.. <br />II�Ir111�Ir111�11i�,;_ <br />4" STUCCO <br />BAND <br />WEEP <br />SCREED <br />,-O„ <br />4" STUCCO <br />BAND <br />STUCCO <br />OVER <br />MASONRY <br />A/C UNIT <br />Zo AND PAD <br />i� <br />6" <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 />0A 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 />JUL 2 1 2023 <br />\/7 r <br />Virtual Review Assist, Inc. <br />Plans Review completed and approved <br />for compliance with the 2020 FBC 7th Editior <br />by Debra Anne Klahr PX2300 <br />n, AA❑ �' A-- AG, n'. <br />4 M <br />U 1 /8" = 1 '-011 <br />1 <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 />M ST BE IN ACCORDANCE WITH FBC R703.7, <br />A, TM 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 />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 =1197 SQ IN <br />ATTIC AREA 2 = 445 SQ FT <br />VENTILATION REQUIRED = 214 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 108 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =425 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 />PP.OVIDING TRACE ABILITY TO MANUFACTURER AND PRODUCT <br />J <br />M <br />N <br />0 <br />N <br />LO <br />LO <br />00 <br />LO <br />�n <br />•ate ` A E. <br />LU <br />r', <br />r <br />w <br />W <br />0 <br />z <br />^V) <br />(D LO F <br />� <br />W <br />i.. 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