Laserfiche WebLink
1 1 1 1 1> I _ <br />4 <br />I I <br />04 - <br />ip �C 10 <br />2 LBS. EPS <br />FOAM <br />1 1/2" <br />5 LJI V ♦V1 \L I L..f L_ 1 / <br />1 " = 1'-011 <br />n " <br />04 <br />0 2 LBS. EPS o <br />FOAM <br />04 <br />6 BRAC DETAIL <br />l <br />= -nif <br />7 <br />2 LBS. EPS---,, <br />FOAM <br />0 <br />(V <br />4" 4" 4" tEi <br />1" 1'-4" <br />if = 1 1-nii, <br />NORIO', <br />loll <br />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 />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 15 MANUFACTURED <br />ROOF TRUSS <br />MTL DRIP EDGE <br />p 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 />9 SOFFIT DETAIL <br />4 —1- <br />2" <br />C 7"X1" THICK SMOOTH <br />STUCCO BAND <br />2 <br />4"X1" THICK SMOOTH 4" <br />STUCCO BAND —__ <br />10 I/a;, , �„ <br />n� <br />12" X 1 1/4" THICK SMOOTH <br />STUCCO BAND <br />(V <br />H�� <br />3 1/2" SMOOTH STUCCO <br />FINISH <br />PERMA WRAP COLUMN <br />OR EQUAL <br />1" 1" <br />4" SMOOTH STUCCO <br />FINISH <br />a <br />" SMOOTH STUCCO <br />OVER CMU <br />1-4- <br />2' 2" <br />Z4 5/8" SMOOTH STUCCO <br />OVER CMU <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />-5/8" STUCCO OVER <br />CMU <br />4" STUCCO BAND <br />GARAGE <br />DOOR <br />1'-0" 2"X2" THICK PAINTED <br />RAISED TRIM BAND <br />(V <br />6"X1" THICK PAINTED <br />ZD RAISED TRIM BAND <br />5/8" STUCCO OVER <br />i4 CMU <br />1 04 <br />12 'VA" � � ,� <br />ELEV AT 0'-0" <br />FIRST FLOOR IF <br />ASSUM D <br />�_l <br />IV, <br />7"X2" THICK <br />PAINTED RAISED <br />TRIM BAND <br />6"X2" PAINTED <br />RAISED TRIM <br />BAND <br />DRIP "V" SCREED, z 1­_ <br />BAT <br />AND BOTTOM OF <br />5 I <br />A5 <br />V-4" 1 i 5'-6" MID -WALL WEEP <br />SCREED, TYP.� <br />7/8" STUCCO <br />OVER <br />FRAME <br />A/C UNIT <br />AND PAD <br />ININININIMINI <br />FRONT ELEVATION A <br />1 /411 = 1'-011 <br />SHINGLE <br />ROOF <br />REAR ELEVATION A <br />SHINGLE <br />ROOF 7 <br />A5 <br />12 <br />15 <br />NEON MEMO OMEN <br />IMEMON 1,100001 <br />ME <br />ELEV AT 18'-0" <br />r T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />_//_ <br />ELEV AT 8'-8" <br />—MID-WALL T.O.M. <br />WEEP <br />SCREED <br />TYP. <br />—5/8" STUCCO <br />ON CMU <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />ELEV AT 18'-0" <br />T.O.P. <br />STUCCO <br />OVER FRAME <br />5 <br />CASING BEAD <br />W/ WEEPS <br />OVER <br />FLASHING <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />` T.O. M. <br />1\'_ <br />SHINGLE <br />ROOF <br />I <br />I <br />I <br />I I <br />I 11 <br />I I A5 <br />- _ - ELEV AT U-0" <br />1ST FLOOR FF <br />L 1 /811 1 1-011 <br />4' OFF RIDGE VENT <br />]I Till IITI ITISHINGLEHII �5 A5 16'-4" <br />ROOF <br />IL 11litO <br />_ ELEV AT 18'-0" 0 1'-0"77 <br />T.O.P. - o <br />CASING `V <br />BEAD W/C.J. MC.J. z _C.J. ELEV AT 10'-0" <br />WEEPS 12 7/8" STUCCO <br />OVER 4 � OVER 0 _j w 2ND FLOOR FF w <br />FLASHING FRAME N = N <br />-- - - - - - - - - - J <br />Irf <br />12 ELEV AT 8'-8" <br />T.O.M. <br />\__MID -WALL 4' OFF RIDGE <br />WEEP �-5/8" 2'-0" C UNIT VENT <br />AND PAD <br />3'-0" SCREED ao ON STUCCO <br />TYP. <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />RIGHT ELEVATION A <br />3 <br />1 /811= 11-011 �z U_� <br />SLOPE Oz OZ SLOPE <br />E5:12 ;;T> v> 5:12-0 <br />4' OFF RIDGE VENT 12 <br />8 SHINGLE -75 <br />A5 ROOF <br />_ - ELEV AT 18'-0" <br />T.O.P. <br />7/8" STUCCO C.J.C.J. J = J. ELEV AT 10'-0" <br />OVER * o w* 3'-0" 2ND FLOOR FF w _ <br />- -FRAME - - - N - - - - - - - - 0 <br />a- L <br />ELEV AT 8'-8" N <br />DRIP "V" T.O.M. <br />It <br />MID -WALL WEEP SCREED TYP. SCREE b <br />2 -0 STUCCO <br />ON CMU LO—P-E SLOPE p <br />ELEV AT 0'-0" 5 :12 5.12 <br />1 ST FLOOR FF <br />SLOPE <br />5.12 <br />CLEFT ELEVATION A PROOF PLAN A <br />1 /811 = 1 '-011 <br />1 /819 = 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 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 />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 = 1697 SQ FT <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 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 />cM <br />N <br />00 <br />f <br />r-.1 L0 <br />oo <br />- � o <br />w <br />It <br />0 <br />z <br />(A <br />�LOF E <br />0 <br />_W <br />LEE' <br />co <br />V) cy) <br />T� <br />coLin U -0 M <br />A, z M <br />Y/ � o 2 8 <br />5L�s oQ <br />�= <br />�^N` <br />U a, <br />EEC a <br />w a <br />W <br />U <br />LEEp �� <br />a <br />CAI) <br />LU <br />LU <br />w <br />�W W J W 2 O_ O <br />H � D_' Z x Z <br />X0�__jWO�Ir0LLU00LL <br />V <br />JO <br />��O��xOwp�m0=¢¢ <br />t!) z <br />(� O <br />O <br />_j('C�Zyc)zz OWoca <br />W O <br />Z <br />IL <br />¢� WO�I¢H � W 620 < <br />OW o 0 0¢Z� <br />�¢LL <br />f <br />O <br />Z N <br />O� <br />�F-cO <br />Q w M � <br />2 � ti <br />F— CK M <br />00 <br />Z U ~ <br />W <br />W <br />J� <br />O <br />J <br />120 <br />3 <br />Virtu <br />it Review <br />Ass <br />st, I <br />Plans Revi <br />cc <br />mpl <br />tod <br />n <br />pp <br />for compliant <br />with <br />the <br />262 <br />B <br />7th <br />E <br />ol� <br />by Del <br />ra Anne <br />l(lahi <br />PX <br />300 <br />N <br />I <br />N <br />N <br />N <br />CN <br />o <br />N <br />1� <br />0 <br />N <br />- <br />N <br />M <br />N <br />M <br />N <br />0 <br />N <br />N <br />M <br />O <br />N <br />N <br />N <br />I <br />' <br />z <br />0 <br />Nw <br />L> <br />o <br />0 <br />N <br />0 <br />m <br />0 <br />'-T <br />0 <br />to <br />0 <br />f0 <br />l <br />1 <br />zZ <br />¢ z <br />w <br />O <br />� <br />O <br />W <br />U <br />000 <br />006) <br />Lo <br />::)z5; <br />0�0 <br />O <br />Z <br />H <br />a�a <br />QTEEEEEEI= <br />w=¢ <br />0 <br />Lf) <br />(� <br />m F- <br />N <br />O <br />SOU) <br />W <br />QF_� <br />■ ■ <br />Q <br />m32 <br />NU <br />gfrOf <br />wu <br />Z <br />az <br />Q <br />�z <br />H� <br />O <br />O� <br />ar <br />z <br />Q <br />z <br />Z <br />w <br />W <br />J <br />N <br />N <br />0 <br />LAST PLOT DATE <br />• <br />May 8, 2023 <br />O <br />EXTERIOR <br />J <br />ELEVATIONS & ROOF <br />PLAN A <br />