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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 />6 SOFFIT DETAIL <br />1/a" = 11_n" <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 <br />5 MANUFACTURED <br />ROOF TRUSS <br />' MTL DRIP EDGE <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 />7 <br />4 <br />-" <br />N <br />o cm <br />CV N <br />(V <br />FALSE FOAM LOUVERDETAIL TYP <br />8 <br />V-4" <br />V 1-2 1"— — — — — — — — — — <br />CV <br />Av <br />0 <br />12" SQ CMU COLUMN, <br />SMOOTH STUCCO <br />FINISH <br />STUCCO BAND <br />m <br />(V <br />COLUMN DETAIL <br />9 <br />--PROVIDE <br />FILLED SOLID <br />CMU ABOVE LINTEL TO <br />TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLE <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 />• <br />12 <br />T.O.M. <br />Al. <br />-75 <br />ROOF SHEATHING <br />(S)A23 <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />.;� <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 <br />6" O.C. <br />BTM AT T-6" <br />SOFFIT <br />10 <br />DETAIL <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />CV <br />J, 8" <br />11 LEDGER DETAIL <br />q/Aiv_ 1 VJTV <br />8" TRUSS HEEL <br />CASING BEAD <br />WITH WEEP HOLES <br />OVER FLASHING— <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />FRONT ELEVATION A <br />1 /411 = 1 1-01 <br />1 <br />�, ,�i1111■IIIII■IIIII■IIIII■.. <br />� r1/11111■111•■IIIII■III�� 1111■I11111 <br />8" TRUSS HEEL <br />.I■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■1111 <br />..Iiiu11■IIIII■IIIII■IIIII■Ir111■IIIII■IIIII■I11 <br />.rl■IIIII■IIIII■IIIII■IIIII■IIIII■11111■IIIII[111111■IIIII■I <br />1 ' <br />IT <br />• 1 1 • -• <br />�sND FLOOR <br />• R•JOINT <br />,I • rulunml <br />• WALL <br />5/8" STUCCO <br />■ <br />OMASONRY <br />VER <br />ELEV AT 1 1 <br />1ST FLOOR FF <br />GRADE LINE <br />DREAR ELEVATION A <br />1 /8 — 1 -0 <br />4" SCORED <br />STUCCO <br />BAND <br />ININIMINININININI <br />ININ MINININI <br />Imll <br />- <br />01MIMIMIM1. <br />A/C UNIT <br />AND PAD <br />� rlrlrl�Ilrlrllllrlrllll.l�lllrlrllllrlrllllrlrllllrll IIIlrlrllllrlrllllrl�l/Irl�11111�11111�111.1�111.1 <br />IIIIIII■Irrll■IIIII■IIIII■IIIII■IIIII■IIIII■I�!:��IIIII■IIIII■IIIII■tr111■IIIII■IIIII■IIIII■Irl <br />1:au.-�rmr:rn..:■um�uwru.n��r.-.�u■�:r�r.n��ur:r�r.ruuu:�uu:�u.-�_in-�_u <br />I • - ,�,IIII■IIIE 1 <br />.IIIII■IIIII■I11 <br />1 I �au11■Iu11■Iu11■n • <br />,IIIII■IIIII■IIIII■111111�-OVER FRAME2ND FLOOR FFIIri�I�I11�I�I11�I�I11�I�I1U1�11111■IIIII■IIIII■IIIII■IIII <br />n■nu1■numlm■anmrin■Irmnnlulall■nm■Iri <br />I!11■Ir1Il■IIIII■IIIII■IIIII■IIIII■IIIII■IIIII■IrI11■Ir1/1■11iCONTROL JOII <br />IIIII■IIIII■IIIII■IIIII■IIUI■III/1■IIIII■IIIII■Ilpl■111111 <br />T.O.M. MID WALL <br />WEEP SCREEDJ <br />ELEV AT <br />Inl�l`�Inl■n11I•Irm•nIr!ilnrl•dlrl■Inr!nrl�lfimr <br />!,■umnurinnn■uul■nmm�rinun■Inn■Innnrl.. <br />i 1 <br />1 1 <br />FLOOR FF <br />-A. <br />RIG -HT ELEVATION A <br />i <br />1 /811 = 1 1 <br />-011 <br />12 <br />51 <br />8" TRUSS HEEL <br />ELEV AT 18'-0" <br />T.O.P. <br />- - - <br />ELEV AT 10'-0" <br />7/8STUCCO J <br />2ND FLOOR FF <br />OVER FRAME <br />CONTROL JOINT - <br />ELEV AT 8'-8" <br />T.O.M. <br />A/C UNIT 2'_01 <br />MID WALL <br />WEEP SCREED <br />AND PAD <br />ELEV AT 0'-0 <br />18'-8" — <br />o W <br />' N = <br />ti <br />z <br />1ST FLOOR FF - <br />GRADE LINE <br />LEFT ELEVATION A <br />1 /811 = 1'-011 <br />5/8" STUCCO <br />OVER <br />MASONRY <br />16'-8" <br />1'-0" <br />-4" STUCCO <br />BAND <br />-6" STUCCO <br />BAND <br />-WEEP <br />SCREED <br />1_O" <br />4" STUCCO <br />BAND <br />5/8" <br />STUCCO <br />OVER <br />MASONRY <br />plL 21 1023 <br />Virtual Review Assist. Inc, ved <br />plans Review completed and ap <br />for compliance Anne withthe <br />Klab® pX2300 Edition <br />by Debra <br />12 <br />—15 <br />6 <br />A5 <br />6'-11" <br />T-4" <br />15'-9" <br />o <br />o <br />: <br />-' <br />_'ll <br />�_ <br />5:12 <br />12'-0" <br />V <br />N= <br />I <br />z <br />SLOPE <br />- <br />12 <br />i <br />5:12 <br />,15 <br />-0 <br />2'-0" <br />NITi <br />UP <br />o <br />AND <br />D <br />I <br />17'-0" RIDGE <br />VENT <br />SLOPE <br />4__�5:12 <br />SLOPE <br />I <br />5:T�2::4 <br />I <br />6" <br />o <br />III ut <br />I <br />------------ <br />I <br />N <br />6" <br />I <br />SLOPE <br />I <br />SLOPE <br />� <br />J <br />,--CONTROL • •r�I�I11�I�1I1 1 - • <br />o I - <br />_ co <br />5/8" STUCCO 1'_0.1 20 2' SLOPE SLOPE <br />rOASO <br />VER -8'-1 5/8" �5:12 5:12 <br />LJ <br />V� 9 - 0 <br />L — — — — — ------ `°--- -: <br />- ._ - - - - SLOPE <br />6" <br />5:12 1,_0„3 -0 16'-6' �34� <br />DRO,OF PLAN A <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 />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 />(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 />M <br />N <br />0 <br />N <br />cn <br />L0 <br />® Lx) <br />s- • 0 <br />00 <br />�q Ly W <br />Y sip p <br />W <br />z <br />Q <br />tno, N LO <br />10- <br />W L u <br />0.OF M`V Qi <br />M <br />_ .4.N <br />Cn U co u a <br />70 - 2 cy) <br />n' <br />W _ o om <br />u <br />� Oo � <br />o <br />O� o m Q <br />UO� <br />-� <br />.N U W QN :. <br />W L000 E � ,. <br />a 'c <br />V� <br />L1J <br />(D Ly <br />LuLu wo6 <br />w�Q W �gYZ� z <br />QO=��<0 Ix<LE OO2 JO <br />0 <br />Q U <br />Q <br />p <br />=� X z LL LL 0 Z 2. 0 H Q Q <br />o �oZ0200cozz U <br />cn�a�u)ww-v�LL�Qp� <br />� <br />�Z�z_W <br />� <�W 2VQ <br />Q <br />O =cl ZgLL Q O Qw <br />0 <br />0 <br />N <br />0 W <br />(!5 5 I` <br />O <br />® M <br />Q � cy) Lf') <br />u ti <br />Q Lu u) <br />F-W5cz o <br />00 <br />< <br />Z U <br />W <br />W <br />Jo <br />O <br />dam' <br />N <br />N <br />N <br />N <br />N <br />N <br />I,� <br />CN <br />4 <br />r <br />4 <br />r <br />0 <br />N <br />0 <br />N <br />0 <br />0 <br />0 <br />0 <br />o <br />Oo <br />6 <br />L / <br />w/ <br />CD W 0 0 0 <br />-- N N N <br />N N <br />0 0 0 0 0 <br />0 0 <br />CV N <br />'^ <br />6 06 u7 00 M <br />N 0 -r- 0 r-- <br />c- O <br />N M <br />O <br />0 0 0 c- c- <br />c <br />0 0 <br />NLO> <br />0 0 C6 CD CD <br />� N M�6 <br />0 0 <br />6 ti <br />n <br />L / <br />MI <br />VJ <br />Z Z <br />-Zp <br />W <br />O-�--+ <br />W( <br />W <br />ov� <br />rn <br />a--1 <br />V_ <br />~WWg <br />o EE o <br />v' <br />.Q <br />^^ 00—m L / <br />z <br />W m <br />< <br />(=^F-=Z <br />Z J <br />v <br />N <br />00, i'�Z0 <br />M: a.ZZL- <br />Lc) <br />� Nv 0:a2z <br />02 <br />U) z z <br />Z <br />�QO <br />U <br />U <br />� <br />Q <br />z <br />z <br />W <br />W <br />W <br />M <br />N <br />r <br />LAST PLOT DATE <br />O <br />May. 9, 23 <br />z <br />0 <br />EXTERIOR <br />J <br />ELEVATIONS A & <br />ROOF PLAN <br />