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N ID <br />Zo <br />:z <br />2 LBS. EPS <br />FOAM <br />1 1/2" <br />5 V \V. % . <br />1 11 = 11-011 <br />q 2 LBS. EPS o <br />FOAM <br />2 1/2" <br />6 BRACKET DETAIL <br />let_ _n <br />2 LBS. EPS <br />FOAM <br />4" 4" 4" 4" <br />1" T-4" <br />WINDOW DETAL <br />7/Hd = 1 -no, <br />12 <br />15 <br />1'-0" <br />CV <br />v <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <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 />8 nn SOFFIT DETAIL <br />'S1a11 = 11_6 <br />11 <br />�e7 <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <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 />amw& <br />7"X1" THIC <br />PAINTED I <br />TRIM BAN <br />6"X1" THICK <br />PAINTED RAISED <br />TRIM BAND <br />10 Iiato = 1 n1, <br />8"XV THICK PAINTED <br />RAISED TRIM BAND— <br />ao <br />11 ^^vi •� v •vim. � <br />_'Sall = 11_nll <br />L1111111 <br />❑0 <br />12 <br />51 <br />8 <br />A5 <br />ELEV AT 18'-0" <br />T.O.P. <br />7/8" <br />STUCCO <br />OVER FRAME <br />CASING BEAD <br />W/ WEEPS <br />OVER <br />ELEV AT 10'-0" FLASHING <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />WEEP SCREED <br />TYP. <br />3'1 I' °° <br />io <br />is <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />FRONT ELEVATION B <br />1 /411 = 1 1-011 <br />CASING BEAD <br />W/ WEEPS <br />OVER <br />FLASHING <br />SHINGLE <br />ROOF—, <br />4' OFF RIDGE <br />12 VENT <br />5� SHINGLE <br />ROOF <br />A5 <br />Elm <br />DRIP "V" SCREED, <br />AT BOTTOM OF <br />BAND <br />ELEV AT 18'-0" <br />T.O.P. <br />Z <br />J = <br />ELEV AT 10'-0" r? C.J.o <br />2ND FLOOR FF * `_ L N = * 7/8" STUCCO <br />— FLASHING---, SS — � — OVER <br />FRAME <br />ELEV AT 8'-8" <br />71 T.O.M. <br />WEE <br />SCREED A/C UNIT <br />TYP. _ AND PAD <br />5/8" 0? `Q <br />STUCCO * is <br />ELEV AT 0'-0" ON CMU <br />1 ST FLOOR FF <br />2 REAR ELEVATION B <br />1 /8 — 11-011 <br />4' OFF RIDGE 9'4" 6-0" 16'-4" <br />12 VENT <br />5� SHINGLE 8 <br />ROOF A5 W <br />0- <br />0 C <br />a) v <br />ELEV AT 18'-0" _ _ <br />T.O.P. —N - C.J. Z C-J. C.J <br />J = w <br />ELEV AT 10'-0" r? o co W O N <br />2ND FLOOR FF 3 -0 C14 _ * �7/8" STUCCO VEE7771 <br />OVER <br />ELEV AT 8'-8" __ 12T.O.M. 4'VDRIP "V <br />SCREED STUCCO <br />WEE - 2'-0" <br />STUCCO SCREED <br />11 OVER CMU �.p � <br />ELEV AT 0 -0 _ _ _ _ _ _ <br />1ST FLOOR FF <br />o � <br />RIGHT ELEVATION B I SLOPE u_Z U_Z SLOPE <br />3 1 /811 Ow ow <br />= 1 1_011 5:12 5:1� <br />O 4' OFF RIDGE <br />VENT SHINGLE <br />A5 511 12 ROOF <br />..,�n1n■lu�l■nnunnl■nnl■nni■nm■lurl■n1�i■nui■lun■a1�1■nm■nul■nni■nnl■nul■mn■nn�.. <br />ELEV AT 18' <br />111111■III�uI■I9M ■IPAIMI.InIII■IIIII■IHAIMUIInIa UIImI■UmInrIuII■rIrlu■Ir111■Ir111a■rIIIImgmI■uuIm.1u11n.IuIIa.IIIIIa II <br />FLOOR • <br />OVER <br />1 5/8" SCREED <br />■WEE <br />r_ <br />STUCCOOVER CMU zo <br />■ <br />,/ •�: �� <br />LEFT ELEVATION B <br />1 /811 = 1 1-011 <br />CASING <br />BEAD W/ I w <br />WEEPS N <br />OVER 0 <br />17 <br />LASHING I (011 <br />F <br />FA <br />12 <br />i <br />SSE SLR <br />5:12 5:12 <br />- — d <br />0 N <br />J 77 <br />U) <br />se <br />SLOP <br />5:12 <br />PLAN BB <br />1 /811 = 1 1-011 <br />1'-0"y� f, <br />'4 o <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 />WINDOWNOTE: <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 />\/- A �cj p 6 toll <br />Virtual Review Assist. Inc. <br />Plans Review completed and approv <br />for compliance with the 2020 FBC 7th Edition <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 = Q 1697 S FT <br />6 <br />VENTILATION REQUIRED = 815 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 407 SQ IN <br />VENTILATION PROVIDED AT SOFFIT = 1218 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 <br />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 />N <br />0 <br />N <br />N <br />o <br />A <br />00 <br />p' <br />Q <br />q' <br />z 4 <br />Z <br />W <br />0 <br />- <br />• <br />W <br />Z <br />Q <br />a) LO n E <br />O <br />W L •` .0 0! <br />0 M� di <br />N <br />f' <br />-Q -0 d <br />V M <br />/• t M <br />W 2 <br />_ <br />OM8 RQ <br />U <br />.N <br />.0 Ci <br />W a, N <br />F_ m <br />V <br />}�� o <br />V N <br />W W <br />0 W <br />ow ui w0E- <br />lo- of _ W ''zx <br />Q I- <br />U <br />(X= _j<20 WW<OU)LLUO <br />=cnO OLLp�00m00 <br />mZaQ <br />JO <br />UVi' 0 <br />~ <br />Z <br />awn�wi-wwwv�irmQ��Q <br />QLL OWpLLJ H�zwpp�O�Q <br />O o oQZ <br />0 <br />LL �QLL <br />0 <br />Z 04 <br />OF_ <br />DD 5 <br />F cD O <br />Q � M LO <br />LL <br />ti <br />z <br />< W CL Lq <br />M <br />Z 0 <br />W <br />W <br />JQ <br />(0 <br />M <br />I <br />� <br />I <br />f <br />I <br />OO <br />oo�oo <br />O <br />O <br />•' <br />N <br />N <br />N <br />ti <br />N <br />N <br />M <br />N <br />M <br />N <br />� <br />C) <br />C <br />o <br />a <br />a <br />0 <br />0 <br />o <br />o <br />I <br />1 <br />z <br />O <br />N,^ <br />�1 , <br />w <br />> <br />o <br />0 <br />0 <br />0 <br />o <br />I <br />I <br />1 <br />COrV <br />Cr <br />�� <br />Q z <br />w <br />O <br />LU <br />ZCO <br />moo <br />+�-+ <br />O <br />U <br />UV(0) <br />Lo <br />O <br />Z)zj <br />0E-o <br />� <br />-� <br />Q <br />'� <br />Z <br />I— <br />a~a <br />i Q <br />L <br />(� <br />m~� <br />N <br />� <br />Zoe <br />W <br />IN■ <br />Q <br />g <br />Z <br />C) <br />gwx <br />WU_ <br />3e. <br />Z <br />U)z <br />U0 <br />O <br />Il <br />W <br />z <br />Z <br />z <br />W <br />W <br />J <br />M <br />LAST PLOT DATE <br />O <br />- . <br />July 21, 2022 <br />O <br />EXTERIOR <br />_! <br />ELEVATIONS & ROOF <br />PLAN B <br />