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cV <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) H1OA-2 <br />STAGGERED, SEE DETAIL 11/A5 <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />ELEV AT 8'-8" <br />12 <br />T.O.M. <br />_ <br />5 <br />METAL DRIP <br />EDGE <br />(S) A23 <br />2X4 FASCIA <br />ALUMINIUM <br />°> 2'-0" <br />'-0 <br />WRAP <br />(S) <br />ALUMINUM <br />��_PT <br />SOFFIT <br />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 />*o <br />DETAIL <br />3/4 - 1-011 <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />o <br />8" <br />o 0 o <br />1'-0" <br />11 LEDGER DETAIL34 <br />Of off -7f All 4nf t)" <br />1 ROOF PLAN B <br />1 i8 = 1 -0 <br />6"X 1"THK <br />CEMENT <br />PLASTER BAND <br />16" X 1"THK <br />CEMENT <br />PLASTER <br />BAND <br />6" X 1"THK <br />CEMENT <br />PLASTER BAND <br />5/8" STUCCO ON <br />CMU <br />f-3" <br />/ I <br />1 <br />—CASING BEAD W/ <br />WEEP HOLES OVER <br />FLASHING <br />SHINGLE <br />ROOF <br />CONTROL <br />JOINTS <br />M <br />z =2- <br />�0 <br />ow <br />CV = <br />9 <br />kA5.B - <br />CONTROL <br />JOINTS <br />ININININININIMINI <br />INININININININI <br />INININININININ <br />FRONT ELEVATION B <br />1 /4" = 1 '-0" <br />12 6 <br />115 5. CASING BEAD W/ <br />WEEP HOLES <br />OVER FLASHING <br />ELEV AT 18'-0" <br />T.O.P. <br />=ih ELEV AT 10'-0"' <br />7/8" STUCCO o OF-10 2ND FLOOR FF <br />ON FRAME N = CONTROL 5 B <br />_ JOINT <br />ELEV AT 8'-8" <br />T.O.M. <br />WEEP <br />SCREED A/C UNIT <br />AND PAD <br />5/8" STUCCO <br />ON CMU <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />GRADE LINE <br />3 REAR ELEVATION B <br />1 /8 - 1 -0 <br />12 <br />-15 <br />l■J <br />G BEAD W/ <br />_EP HOLES 7 12'-0" 13'-8" 12'-0" <br />FLASHING 5 z_ �- <br />C0 r. <br />CONTROL CD r7 I <br />i CONTROL <br />JOINT JOINT <br />I P1 <br />WEEP <br />SCREED <br />C <br />F_ ti <br />GRADE LINE 5/8" STUCCO <br />ON CMU <br />4 RIGHT LOF�VA�Tl <br />A/C UNIT <br />AND PAD <br />LEFT ELEVATION B <br />J 1 /8n = ►_On <br />GRADE LINE <br />12 <br />15 <br />WEEP <br />CREED <br />ASSUMED GRADE <br />�- 7/8" STUCCO <br />ON FRAME <br />_ ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />2ND FLOOR FF <br />2 <br />ELEV AT 8'-8" <br />T.O.M. <br />2f-011 A/C UNIT <br />AND PAD <br />_ <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />i--7/8" STUCCO <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 />---5/8" STUCCO <br />ON CMU <br />ELEV AT 0'-0" mk <br />1 ST FLOOR FF <br />ELEV AT 18'-0" <br />T.O.P. <br />-- <br />7/8" STUCCO <br />ON FRAME <br />r-- CASING BEAD W/ <br />WEEP HOLES OVER <br />FLASHING <br />ELEV AT 10'-0" Adk <br />2ND FLOOR FF <br />ELEV AT 8'-8" <br />T.O.M. <br />_ ELEV AT 0'-0" <br />1ST FLOOR FF <br />GENERAL NOTES: <br />* G.C. VERIFY ROOF RITCH <br />ROOF PITCH VARIES PER SUBDIVISIONS (5/12 PR 5.9112) <br />IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF <br />SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. <br />ROOF CRITERIA <br />- 12" OVERHAND 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, QUANITIES, AND SIZES. ROOF VENTS SHALL BE <br />INSTALLED FOR A MIN. OF VENTED AREA AS LISTED BELOW OR <br />EQUIVALENT SYSTEM PER FBC 6TH EDITION (2017) 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 = 276 SQ IN <br />VENTILATION PROVIDED AT SOFFIT =1008 SQ IN <br />12 ROOF FINISH PER <br />15 <br />ELEVATION <br />—ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />1 -0 ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />SO�FFI DETAIL <br />61 <br />ROOF FINISH PER <br />ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOF TRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />7 I SOFFIT DETAIL <br />pia _ 1 1_7 <br />/ 11 <br />1" <br />4" <br /><V <br />O <br />00 <br />EPS <br />FOAM <br />5" <br />1 " 311 1 11 I I <br />(V N <br />o o <br />EPS <br />iv FOAM iv <br />9_1 BRACKET DETAIL <br />FLASHING NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON <br />DRAWINGS. REFER TO FBC 6TH EDITION (2017) RESIDENTIAL, SECTION R703.8. <br />APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE <br />EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF <br />WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING <br />STRUCTURAL FRAMING COMPONENTS, THE FLASHING SHALL EXTEND TO THE <br />SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO <br />PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. <br />APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL <br />OF THE FOLLOWING LOCATIONS: <br />1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A <br />MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS <br />HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8 INCHES (28 MM) OVER <br />THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, <br />INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB <br />FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE <br />BUILDING OFFICIAL. <br />2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY <br />CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON <br />BOTH SIDES UNDER STUCCO COPINGS. <br />3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND <br />SILLS. <br />4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. <br />5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR <br />FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. <br />6. AT WALL AND ROOF INTERSECTIONS. <br />7. AT BUILT-IN GUTTERS. <br />86 EGRESS NOTE: <br />EACH BEDROOM MUST HAVE ONE WINDOW THAT COMPLIES WITH EGRESS <br />CODES, IF THERE IS NO ACCESS TO EXTERIOR THROUGH A DOOR. THE <br />WINDOW MUST HAVE A MAXIMUM SILL HEIGHT OF 44" ABOVE FINISH FLOOR <br />LINE OF THAT PARTICULAR ROOM <br />NOTE <br />APPLICATION OF CEMENT PLASTER MUST BE IN ACCORDANCE <br />WITH ASTM C926 AND C1063. <br />J'y Q,, <br />��o <br />n <br />e Pam. <br />i <br />E <br />W <br />"o cM <br />u <br />N <br />Ln <br />t ' <br />v <br />-0 <br />P <br />O <br />m <br />u o <br />rnrn <br />_ <br />O <br />,L o <br />O O^ <br />o 0 <br />Q <br />V/� <br />.i <br />w <br />N <br />N <br />N� <br />W <br />L <br />00 S_ M <br />0 LLI ui w 0 F- <br />Q Q - ui _jo <br />�z�oY z <br />w W w~acc mmw� <br />¢o�Z <br />3 W �z20¢W¢L U0'0_j0 <br />U <oT-z <br />F- on09owoyoom°z <br />wwu5wwN �<00z�a2w ��o�oW�W(O a� <br />ow <br />mQ <br />Q oYZLLQ0QQ� <br />LL <br />f <br />N <br />O <br />O <br />(V <br />Ow <br />"0 O <br />O <br />Q Lr) <br />�L. L <br />W Ln <br />'4 <br />aUa0c) <br />z ~ <br />LuLu <br />"O <br />�r <br />O <br />N <br />0 <br />N <br />LID <br />O <br />0 <br />LO <br />Q <br />z <br />w <br />0 <br />w <br />0 <br />z <br />Q <br />m m w O O O <br />o 0 0 0 0 0 <br />00 N <br />N O r O c- <br />4 r 66 O O <br />0 0 0 CD <br />® 0 <br />0 <br />L <br />L O O O O O <br />N CO IT LO co <br />13.L Z Z <br />I..Z O <br />owv� <br />c LLI 0 <br />Q U o EE <br />LU <br />OCLZ: <br />Z Zw <br />~moz <br />2I-=z <br />z <br />Q 0 <br />�2ZXrl �Zz <br />Oa2W z <br />QML z z z r-I 3: ¢ O <br />■ z U <br />� g <br />O"� <br />MMO <br />W < <br />z z <br />w <br />Lu� <br />N <br />LAST PLOT DATE <br />Nov. 3, 20 <br />Z■ EXTERIOR <br />O ELEVATIONS & <br />—� ROOF PLAN <br />