Laserfiche WebLink
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 />SOFFIT DETAIL <br />6 #11a1_ 1 1-noi <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 <br />5 MANUFACTURED <br />ROOFTRUSS <br />MTL DRIP EDGE <br />ro: <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 />1-019 <br />4 =1 <br />fV <br />o <br />N N <br />CV <br />FALSE FOAM LOOVEROETAIL <br />TYP <br />E8 <br />11-011 <br />V-4" <br />1 1-2 11'---------- <br />CV <br />io <br />bo <br />v <br />zo <br />12" SQ CMU COLUMN, <br />SMOOTH STUCCO <br />FINISH <br />STUCCO BAND <br />io <br />(V <br />COLUMN DETAIL <br />9 <br />11-01, <br />PROVIDE 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)H10A-2 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ELEV AT 8'-0" <br />• 12 T.O.M. <br />15 ROOF SHEATHING <br />(S)A23 <br />E—MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />.,� 2,-0„ ALUMINUM WRAP <br />(G) 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 7'-6" <br />SOFFIT DETAIL <br />PLEDGER DETAIL <br />1I ITT, = — <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 />1 ST FLOOR FF <br />.FRONT ELEVATION A <br />1 /411 = 1'-011 <br />A5 <br />8" TRUSS HEEL <br />ELEV AT 18'-0" _ <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />MID WALL <br />WEEP SCREED <br />5/8" STUCCO <br />OVER <br />MASONRY________t <br />Ah ELEV AT 0'-0- <br />12 <br />51, <br />7/8" STUCCO J <br />OVER FRAME <br />CONTROL JOINT <br />v io <br />1ST FLOOR. <br />GRADE LINE-71 <br />DREAR ELEVATION A <br />1 /8 - 1 -0 <br />M <br />ti <br />8" TRUSS <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 8'-8" <br />T.O.M. <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />8" TRUSS HEEL <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />GRADE LINE--/ <br />RIGHT ELEVATION A <br />1 /811 = 1'-011 <br />12 <br />51 <br />16-8" <br />7/8" STUCCO J <br />OVER FRAME <br />CONTROL JOINT <br />w <br />r CV = <br />z <br />ELEV AT 8'-8" <br />T.O.M. <br />A/C UNIT 2'-O" MID WALL <br />AND PAD WEEP SCREED <br />r` <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />5 )�E�IELEVATION A <br />4" SCORED <br />STUCCO <br />BAND <br />INN - ININININI <br />. MINININININIMI <br />A/C UNIT <br />AND PAD <br />A <br />16'-8" <br />CONTROL JOINT - <br />5/8" STUCCO - <br />OVER <br />MASONRY <br />r` <br />I <br />2'-0" A/C UNII <br />AND P DI <br />I <br />7Q8iY <br />-4" STUCCO <br />BAND <br />-6" STUCCO <br />BAND <br />-WEEP <br />SCREED <br />-0ll <br />4" STUCCO <br />BAND <br />5/8" <br />STUCCO <br />OVER <br />MASONRY <br />6-11" i. T-4" <br />\ SLOPE <br />5:12 <br />SLOPE5:12 <br />SLOPE <br />'(_-5:12 <br />"APR <br />a'irtua s`i11v+ ew Assisi. Iuc <br />- IS ' 8th' CCMil Iz71C and 8pprOV2Sl <br />f ' IulMice vi,%011 e 2 211211 c <br />it 1=��� �11f �t11ti0C <br />15'-9" <br />1'-( <br />0 <br />CV <br />17'-0" RIDGE <br />VENT <br />SLOP <br />512 <br />I <br />6" <br />— — — — — — — — — — — — <br />I I � <br />6 <br />I SLOPE SLOPE I <br />0 LO <br />7'-0" RIDGE <br />VENT <br />00 <br />1 -0" 2,-0„ 8'-1 5/8" .12 2' kS OPE512 SLO5:12 P <br />� <br />o - <br />0 <br />L — — — — — ------- C°— -- <br />6" SLOPE <br />5:12 <br />16'-6" <br />1 ROOF PLAN A <br />1 /8 - 1 -0 <br />0 <br />N <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 />- PLUMS 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 SO. 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 />r M <br />LO <br />° <br />A.. O <br />co <br />w <br />5; O <br />w <br />0 <br />z <br />Q <br />E <br />�� o <br />p M ti <br />`J� M °' <br />+- M <br />Z) a <br />N V -0 � � � M <br />L p <br />O 2 o <br />o <br />s U �0 (< <br />- <br />7W L Q w <br />v 0 a <br />wLJ <br />0f 'VWO <br />Lu <br />W QWWUwgYZ <br />x <br />wFQ 2 LL� <br />LL Z <br />O oO0,o <br />QQ U <br />F <br />LL oNzmoc�J <br />Dwz� <br />acngoo2ooZz <br />fA Z <br />�Z 0- <br />a�zYpzL0 a <br />a. <br />OWg�PZwwLL¢ <br />232 <br />oz a <br />LL.¢ o QLL <br />O <br />Z CN <br />Off_ <br />D : ti <br />O cM 0 <br />Q cn M � <br />� ti <br />z <br />I— W 0- cM <br />G 00 <br />< < <br />Z U <br />w� <br />W <br />JQ <br />O <br />N <br />N <br />N <br />N <br />N <br />N <br />cq <br />4 <br />4 <br />o <br />N <br />O <br />N <br />O <br />o <br />O <br />0 <br />o <br />06 <br />0) <br />com <br />o0 0 0 0 <br />N N N N N <br />0 0 0 0 0 0 0 <br />N N N N N N N <br />O 00 00 M O <br />N O O W N cM <br />O <br />O 1 <br />0 0 0 0 0 <br />o <br />cn <br />N <br />j o 0 0 CD 0 CD 0 <br />M 4 6 <br />c- N ui I` <br />' <br />CO <br />0. <br />Z Z <br />wO <br />O <br />_ <br />0W <br />f-a <br />O <br />vo�Q <br />� C) <br />LuH`C <br />0w <br />Z <br />ca0Z <br />v Z 3 J <br />��zaf <br />�ZZw <br />O <br />Q U) z <br />/ <br />• • <br />Q <br />Z ~ O <br />Z U <br />c� <br />g <br />Oo <br />Q <br />z <br />Z <br />Z <br />W <br />J <br />Wce) <br />M <br />LAST PLOT DATE <br />>qr-- <br />Mar. 9, 23 <br />z 0 <br />EXTERIOR <br />ELEVATIONS A & <br />ROOF PLAN <br />