Laserfiche WebLink
12 ROOF FINISH PER <br />15 ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />1 -0 ALUMINIUM WRAP <br />ALUMINUM <br />NOTE: REFER TO STRUCTURAL SOFFIT SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />SOFFIT - 8" TRUSS HEEL <br />61 <br />DETAIL <br />4,-1771 <br />ROOF FINISH PER <br />12 ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />a > METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />1-0 ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />ATTACHMENT DETAIL <br />SOFFIT DETAIL <br />7 <br />1-011 <br />4 -1 <br />6" <br />1 " 411 1 11 I I <br />N (V <br />o ao -1 ao <br />r <br />EPS <br />N FOAM iy <br />BRACKET DETAIL <br />8L <br />5" <br />1 " 311 <br />(V fV <br />C> o 00 <br />EPS <br />N FOAM iv <br />BRACKET DETAIL <br />9 <br />PROVIDE FILLED SOLID CMU ABOVE <br />LINTEL TO TIE BEAM <br />_----- FLASHING <br />— 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 11/A5 <br />-- ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />ELEV AT 8'-8" <br />T.O.M. <br />METAL DRIP <br />EDGE <br />(S) A23 <br />° 2X4 FASCIA <br />_ ALUMINIUM <br />•: <br />2'-011 WRAP <br />(S) A23 ALUMINUM <br />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 7'-6" <br />SOFFIT DETAIL <br />10 <br />/4I-11-011 <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 0 o <br />o " <br />LEDGER DETAIL <br />11 <br />4 1 <br />off <br />CASING BEAD W/-- <br />WEEP HOLES OVER <br />FLASHING <br />12 <br />51 <br />ELEV AT 18'-0" L. L--__1�__�I_L..1_�_1L._��.�_� <br />T.O.P. <br />1'-011 <br />3/4" STUCCO <br />ON FRAME <br />CASING BEAD W/ — <br />WEEP HOLES OVER <br />FLASHING f <br />ELEV AT 10'-0" / <br />2ND FLOOR FF <br />WEEP <br />ELEV AT 8'-8" SCREED <br />T.O.M. <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF <br />ASSUMED GRADE <br />FRONT ELEVATION B <br />1 /411 = 1 1-011 <br />SHINGLE <br />ROOF --, <br />CONTROL <br />LL_-1 <br />JOINTS—,. <br />M <br />~ <br />z= <br />�O <br />c; w <br />N <br />9 <br />- A5. B <br />CONTROL <br />JOINTS <br />n 12 <br />CASING BEAD W/ 5.B 5� <br />WEEP HOLES <br />OVER FLASHING <br />i <br />ELEV AT 18'-0" <br />T.O.P. <br />11_011 <br />ELEV AT 10'-0" <br />2ND FLOOR FF 10 CONTROL `? w LD <br />7/8" STUCCO <br />5.B JOINT _ N = ON FRAME <br />ELEV AT 8'-8" <br />T.O.M. WEEP <br />A/C UNIT REED <br />AND PAD <br />® 5/8" STUCCO <br />ON CMU <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF <br />GRADE LINE <br />REAR ELEVATION B <br />1 /811 = 11-011 <br />7/8" STUCCC <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" _ <br />1ST FLOOR FF <br />GRADE LINE ON CMU <br />4 RIGHT ELEVATION B <br />1/811= 11-011 <br />6 12 <br />7/8" STUCC <br />5. 51 <br />ON FRAME <br />ELEV AT 18'-0" <br />T.O.P. <br />ol <br />12'-011 <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />CONTROL <br />"� = <br />CONTROL <br />JOINT <br />JOINT <br />ELEV AT 8'-8" <br />_ <br />_ <br />_ - <br />_ � <br />T.O.M. <br />WEEP <br />A/C UNIT <br />2�_0�� <br />SCREED <br />AND PAD <br />t e <br />ELEV AT 0'-01, <br />1ST FLOOR FF <br />GRADE LINE <br />5/8" STUCCO <br />ON CMU <br />LEFT ELEVATION B <br />1 /811 = 11-011 <br />�5 <br />2' _0" A/C UNIT <br />/^AND PAD <br />5 <br />7 I I r--- WEEP BEAD V <br />7 WEEP HOLES <br />;RW OVER FLASHING <br />7/8" STUCCO <br />ON FRAME <br />6" X 1"THK <br />CEMENT <br />PLASTER BAND <br />16" X 1"THK <br />CEMENT <br />PLASTER <br />BAND <br />DRIP CASING BEAD <br />AT BOTTOM OF <br />STUCCO BAND <br />6" X 1"THK <br />CEMENT <br />PLASTER BAND <br />5/8 STUCCO ON <br />CMU <br />19'-011 7'-4" 31_8" <br />�7 <br />— — — — — — N — <br />o stoP I E-5-12-I— <br />ON 4' _0" OFF <br />RIDGE <br />Cn <br />SLOPE SLOPE <br />�_5:12 5:12—� <br />w <br />a - <br />ON <br />J 77 <br />Z__j SLOPE <br />SLOPE <br />(0 5.12 <br />11 � 11-01, <br />ROOF PLAN B <br />1 /811 = 11-011 <br />I <br />SLOPE <br />----_j <br />imp <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 />APR 0 8 ?n') 3 <br />V </ \ <br />Virtual Review ,Assist, Inc. <br />Flans Review completed and approved <br />Ot compliance with the 2020 FBC 7th Edition <br />by Debra Anne k'lahr R1,2300 <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 FBC 7TH EDITION (2020) 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 VENTILAT4 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 />E4VE 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 F.REA / 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 />tl y <br />s <br />00 <br />LO <br />5 <br />e <br />G <br />� <br />a <br />C� <br />%ii0Ci e'0 kl. <br />Q <br />a� <br />w <br />�. <br />O <br />w <br />0 <br />z <br />i <br />L1Ln <br />Q) L ^ E <br />> "0o <br />W <br />L u <br />t� M C v <br />t o <br />u 8 <br />—O U. 8 0 <br />.Ns <br />f�111 <br />way <br />U Q N C <br />E <br />Q00 <br />W <br />•D <br />}L}� <br />V r` a <br />W <br />W <br />wz a <br />WOaa <br />O <br />�y <br />V <br />-2�LU <br />�g_jwo�=U JZ <br />00Q ZLL u0— Wz20❑ <br />Z <br />C1 O O�OOm Q <br />U <br />C� 0 <br />O z <br />-��a�Zw'oz_ZLLW<0 i <br />�¢°¢-Ow wzwUon- <br />LL. <br />0W 2H= QY❑ Q ¢ <br />Q� <br />O �Q� <br />N <br />O <br />zw <br />0 <br />O <br />Q (j <br />`.0 <br />ro C) <br />J L!7 <br />Lr ( <br />LL h <br />W <br />Lr) <br />Cl- <br />d <br />QU<0o <br />rej <br />~ <br />z 3 <br />W <br />Jo <br />110 <br />J <br />N <br />N <br />N <br />N <br />N <br />N <br />�M� <br />O <br />r— <br />N <br />O <br />N <br />O <br />CV <br />O <br />Q <br />O <br />Ci <br />w <br />CA <br />�— <br />(O <br />00 <br />•— <br />00 <br />•— <br />O <br />N <br />O <br />N <br />O <br />N <br />r <br />N <br />O <br />N <br />O <br />N <br />O <br />N <br />O <br />CV <br />O <br />N <br />O <br />CV <br />O <br />CV <br />N <br />O <br />N <br />C3� <br />O <br />O <br />O <br />O <br />O <br />N <br />r <br />M <br />O <br />o <br />0 <br />0 <br />0 <br />CV <br />0 <br />' <br />Nj <br />Lo <br />•L <br />V-1 <br />P <br />NJ <br />0 <br />M <br />00 <br />'qTj <br />L01 <br />0 <br />C.0 <br />0 <br />1` <br />L <br />I <br />CO <br />z z <br />a <br />oW <br />F— <br />F-0� <br />L <br />Z <br />W <br />r� <br />=m02 <br />Oz <br />W <br />�C <br />02zx <br />LU i'� <br />Og2Z <br />IL <br />O <br />2 QO <br />z <br />�Qo <br />Z <br />U <br />00 <br />rr <br />z <br />z <br />w <br />J <br />WA5 <br />co <br />0 <br />� <br />N <br />LAST PLOT DATE <br />O <br />Mar. 9, 23 <br />zEXTERIOR <br />J <br />ELEVATIONS & ROOF <br />PLAN B <br />-- I - 1 I - TV _, - _— - F—, —i. L,_.., 1— <br />