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ROOF FINISH <br />PER ELEVATION <br />12 ROOF SHEATHING <br />15 <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 />A17ACHMENT DETAIL <br />DETAIL <br />6 1SOFFIT <br />3/411 11-011 <br />ROOF FINISH <br />PER ELEVATION <br />ROOF SHEATHING <br />12 <br />5 MANUFACTURED <br />ROOFTRUSS <br />m MTL DRIP EDGE <br />ALUMINUM WRAP <br />ALUMINUM SOFFIT <br />NOTE: REFER TO STRUCTURAL SOFFIT <br />DETAIL SF01 SHEET SS FOR SOFFIT <br />A17ACHMENT DETAIL <br />SOFFIT DETAIL <br />7 <br />1-011 <br />3/411 1 <br />A <br />T <br />04 <br />1'4" L <br />2" <br />FALSE FOAM LOUVER DETAIL TYP <br />8 <br />ill = 11-01 <br />A It <br />4" 411 <br />iN <br />0 <br />1 00 <br />0 <br />-1 00 <br />EPS <br />FOAM <br />BRACKET DETAIL <br />9 <br />11 <br />1-011 <br />PROVIDE FILLED SOLID <br />CMU ABOVE LINTEL TO <br />TIE BEAM <br />FLASHING <br />CASING BEAD WITH WEEP HOLES <br />2X8 LEDGER ATTACHED TO <br />��PT <br />WALL W/ 3/8" X 5" TITEN HD AT <br />12" O.C. STAGGERED <br />(S) H 1 OA-2 <br />ROOF FINISH PER ELEVATION <br />—UNDERLAYMENT <br />ELEV AT 8'-0" <br />12 T.O.M. <br />ROOF SHEATHING <br />(S)A23 <br />MTL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINUM WRAP <br />'-4—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 />10 <br />11 <br />1-011 <br />3/4 1 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />04 <br />0 0 <br />0 0 <br />t 8" 1 1_01� 11-01, <br />LEDGER DETAIL <br />11 <br />1-011 <br />= <br />3/4 1 <br />8" TRUSS HEE <br />CASING BEAD WITH <br />WEEP SCREED OVER <br />FLASHING <br />ELEV AT 10'-0" <br />I <br />ELEV AT 8'-8" <br />T.O.M. <br />WEEP SCREED <br />ELEV AT 0'-0" <br />1 ST FLOOR FF <br />SHINGLE <br />ROOF--, <br />FRONT ELEVATION B <br />1/411 = 1 1-011 <br />8" TRUSS HEEL <br />ELEV AT 18'-0" <br />T.O.P. i 7_ ro �- 7/8" STUCCO <br />ELEV AT 10'-0" OVER FRAME <br />2ND FLOOR FF CONTROL JOINT <br />ELEV AT 8'-8" <br />T.O.M. A <br />MID WALL <br />WEEP SCREED---""' <br />5/8" STUCCO <br />OVER F- <br />MASONRY <br />ELEV AT 0'-0" <br />T I <br />�e) <br />—MINI 11 <br />INININININININI <br />INININININININI <br />�lm!_E_Fm <br />- <br />- Elmimimil. <br />A/C UNIT <br />AND PAD <br />1ST FLOOR FF <br />GRADE LINE—y' <br />)%REEAR LE ION B <br />3 J/if= 1-011 <br />1/8 1 <br />8" TR#SS lEQm 11141111111ti 11L <br />L �& I L11L, Ll k(" Lktj <br />ELEV AT 18'-0" <br />7/8" STUCCO - <br />VER FRAME <br />2ND FLOOR FF lll'mjl <br />ELEV AT 8F'-8" <br />ELEV AT U-0" <br />I ST 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 />no <br />MID WALL <br />WEEP SCRE <br />------------------ <br />GFRADE LINE ­?'I <br />-� RIGHT ELEVATION B <br />1/811 = 1 1-011 <br />12 <br />51 -.0 <br />161-81' <br />C? <br />7/8" STUCCO -� i�_ <br />OVERFRAME <br />rOKITPOI JON <br />ELEV AT 8'-8" <br />_r rl Ril <br />181-811 <br />0 <br />9 W <br />2� <br />13'-4" <br />5/8" STUCCO-� <br />OVER <br />MASONRY <br />16-811 <br />CONTROL JOINT <br />7- 1-01 MID WALL A 5/8" STUCCO_� <br />A/C UNIT 2'-0" WEEP SCREEDJ - OVER <br />AND PAD--- MASONRY <br />F_ <br />ELEV AT 0'-0" <br />I ST FLOOR FF <br />GRADE LINE <br />)�E <br />J/ �IE �Y�A T �10 N� B <br />8 _ 1 _0 <br />4" STUCCO <br />BAND <br />WEEP <br />SCREED <br />1-0.1 <br />4" STUCCO <br />BAND <br />STUCCO <br />OVER <br />MASONRY <br />2'-0" - A/C UNIT <br />AND PAD <br />6_11" 1� 7'-4" <br />SLOPE <br />5:12 <br />uj <br />0_�� <br />LO <br />15'-9" i <br />9 <br />T-0" RIDGE <br />VENT <br />SLOPE <br />4__�5:12 <br />SLOPE <br />10'-0" RIDGE <br />ENT <br />------------ <br />\ZLO� <br />SLOPE <br />SLOPE <br />N <br />ui CIA <br />0- 77 <br />10- <br />��5:12 <br />5:124 <br />0, <br />< <br />6-0" RIDGE plat <br />VENT <br />to( cut <br />I SLOPE SLOPE <br />5:12 ��l <br />ZO <br />ROOF PLAN B <br />1/811 = 1 1-011 <br />a <br />IN <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 />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 = 1197 SQ IN <br />ATTIC AREA 2 = 445 SQ FT <br />VENTILATION REQUIRED = 214 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 108 SQ IN <br />VFkTILA, [ON PROVIDED AT SOFFIT =425 SQ IN <br />ATTIC VENTILATION <br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA <br />'jSt, IM . BUILDING CODE 7TH EDITION (2020) RESIDENTIAL R806. <br />ak Review Nss pr & NET FREE VENTILATING AREA SHALL BE 1/150 OF THE <br />�l and I I WTHE VENTED SPACE. THE VENTILATED AREA MAY BE <br />Lew 0 1/300 PROVIDED THAT AT LEAST 40% BUT NO MORE <br />ce With the 920 H <br />.'tj AN 50% OF THE REQUIRED VENTILATION IS PROVIDED IN THE <br />APPER 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 />� ALUES TO BE VERIFIED WITH MANUFACTURER SPECIFICATIONS) <br />VR I DGE VENTS - 18 SQ. IN. OF NET FREE AREA I LINEAR FT. <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. 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