Laserfiche WebLink
" <br />O O <br />2 LBS. EPS <br />FOAM <br />1 1/2" <br />5 BRACKET DETAIL <br />1if- 1 -0 <br />11 <br />Cv <br />q 2 LBS. EPS o <br />FOAM <br />04 <br />2 1/2" <br />6 BRACKET DETAIL <br />2 LBS. EPS-,, <br />FOAM <br />0 <br />N <br />411 411 411 4" <br />111 T-411 <br />r7l WINDOW DETAIL <br />ROOF FINISH <br />PER ELEVATION <br />12 <br />115 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 />8 SOFFIT DETAIL <br />ROOF FINISH <br />PER ELEVATION <br />12 <br />ROOF SHEATHING <br />4 <br />MANUFACTURED <br />ROOFTRUSS <br />„. <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 />DETAIL <br />9 <br />�SOFFIT <br />7"X1" THICK SMOOTH <br />STUCCO BAND -� <br />1" <br />4"X1" THICK SMOOTH 4" <br />STUCCO BAND <br />10 -iia;t 1 t nt; <br />C <br />C <br />10" 1. <br />—12" X 1 1/4" THICK SMOOTH <br />STUCCO BAND SHINGLE <br />N 4\__3 <br />" <br />M 7 ROOF -� <br />IT <br />A5 <br />1" <br />812 <br />11 <br />A551 1/2" SMOOTH STUCCO <br />FINISH <br />ELEV AT 18'-0" <br />T.O.P. <br />7/8" I <br />STUCCO I <br />OVER FRAME--- <br />9 I <br />A5 I <br />CASING BEAD <br />W/ WEEPS IMk <br />PERMA WRAP COLUMN OVER <br />FLASHING <br />UR EQUAL ELEV AT 10'-0" <br />1" 1" 2ND FLOOR FF ` <br />4" SMOOTH STUCCO - - <br />ELEV AT 8'-8"17, 1171, IT 11 11 IT 11 11 IT 11 111 <br />FINISH T.O.M. <br />6" SMOOTH STUCCO SHINGLE <br />OVER CMU ROOFCD <br />I <br />E�] E] <br />00 j__5/8" SMOOTH STUCCO <br />OVER CMU 11 �_ I <br />A5 611 <br />ELEV AT 0'-0" <br />FIRST FLOOR FF ELEV AT 0'-0" _ _ <br />1ST FLOOR FF <br />4" V-0" <br />12 Matt = thl, <br />-5/8" STUCCO OVER <br />CMU <br />4" STUCCO BAND <br />GARAGE <br />DOOR <br />2"X2" THICK PAINTED <br />RAISED TRIM BAND <br />N <br />6"XV THICK PAINTED <br />RAISED TRIM BAND <br />5/8" STUCCO OVER <br />ii CMU <br />111 iv <br />ELEV AT 0'-0" <br />FIRST FLOOR FF <br />ASSUM D <br />7"X2" THICK <br />PAINTED RAISED <br />TRIM BAND <br />6"X2" PAINTED <br />RAISED TRIM <br />BAND <br />FRONT ELEVATION A <br />1 /411 — 1'-011 <br />ELEV AT 18'-0" <br />T.O.P. <br />ELEV AT 10'-0" <br />-1 <br />2ND FLOOR FF <br />* '� <br />FLASHIN <br />ELEV AT 8'-8" <br />T.O.M. <br />_ <br />WEEP <br />SCREED <br />TYP. <br />5/8" 0? <br />STUCCO <br />ON CMU <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />REAR <br />ELEVATION A <br />1 /8If = 1'-011 <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 />12 <br />51 <br />ELEV AT 0'-0" <br />1ST FLOOR FF <br />ARIGHT ELEVATION A <br />1/8 " = 1'-0" <br />8 12 <br />A5 51 <br />4' OFF RIDGE <br />VENT <br />SHINGLE <br />ROOF <br />4' OFF RIDGE <br />VENT <br />A5 <br />13 <br />775 <br />I I <br />I <br />I I <br />I <br />Z = I DRIP "V" SCREED, <br />O I I BAT AND BOTTOM OF <br />qw <br />N = <br />A5 <br />5 <br />EA5 <br />0 5'-6" <br />1 _4 <br />WEEP SCREED, <br />TYP. <br />-7/8" STUCCO <br />�OpV�EpR� � <br />— E AME <br />-A/C UNIT <br />AND PAD <br />SHINGLE <br />ROOF <br />'�A111■111�1■IIIII■IIIII■IIIII■111�1■111�1■IIIII■IIIII■IIIII■IIIII■111�1■t1111■IIIII■■111■IIIII■111�1■IIIII■11r11:`��1■IIIII■l !��I1111■I11�1 <br />� r 1.nm■nuunuunnmun■1o11■nnl■nnl■loll■curl■nul■nnunnl■nnl■unl■nnl■mm�un■lollnnll�n.:�aumnu.:�al■m <br />...� u�lnml•trrrlrttrnlllnui■tto�l■nuwu�unul■unl■to�unui•uui•tu�l•tnn■uuutonnmi•um•tn�inrrn•m��.: •.�■....�.�..-,rn <br />LEFT ELEVATION A <br />11 _ 1 1_011 <br />1 /8 <br />12 <br />`2'-0" <br />9'-8" 6-0" 16'-4" <br />w <br />d <br />ON <br />c) v 1 -011 0 <br />-1 <br />0 <br />w <br />w <br />O� <br />U) <br />4' OFF RIDGE <br />VENT <br />0 <br />w w <br />o n <br />0-1 <br />SLOPE w pw <br />pSLR <br />5:12 :t> d > 5:12 <br />o <br />J <br />w <br />0- <br />O 6 <br />J <br />W (n <br />0 SLOPE SL_ OOP <br />512 512 <br />SLOPE <br />5:12 <br />13 ROOF PLAN A <br />1 /8 - 11-011 <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 S Q Q 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 VENTILATIING 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 />i <br />CM <br />N <br />04 <br />00 <br />LO <br />e <br />LO <br />s <br />Q <br />.VGA <br />O <br />w <br />o <br />z <br />Q <br />Ln` N LO N E <br />0 <br />i <br />o <br />c� 0 m <br />} M co <br />Uco <br />p <br />u o <br />— C � �^ <br />•:nn` I , Lu Q N C <br />7(D 000 E � <br />W <br />W <br />❑) <br />u< uw~pi- <br />�� 02Owp <br />(QY <br />Q <br />— <br />Z)�_j <br /><pX��❑JO <br />�wz¢zp�~ <br />p0O�Oztwoo'zz <br />¢z <br />0Zww <br />)w z��¢ooL) <br />-w� <br /><OzQ <br />�w¢owQ0 <br />LL <br />ow PYZ <br />0 Z) <br />ILQ <br />O[If 0¢ <br />,tea p �¢w <br />R <br />O <br />ZW <br />O� <br />F_ co O <br />Q (0 CO I-- <br />U) LL <br />ti <br />F— W o- ch <br />; o_ T-- <br />< >00 <br />- <br />Z 0I— <br />Z <br />w <br />W <br />J O <br />O <br />A <br />d' <br />JUL, <br />11 <br />01 <br />Virtui <br />I Re <br />iew <br />1 <br />Assist, <br />I <br />1 <br />Plans Revie <br />ov co <br />Il <br />teq <br />njl <br />ppr <br />ved <br />for compliant <br />a Anne <br />Klahr <br />PX2 <br />00 <br />by 0e <br />LO <br />O <br />O <br />N <br />O <br />N <br />O <br />r- <br />N <br />N <br />N <br />M <br />LO <br />IN <br />N <br />N <br />N <br />co <br />N <br />M <br />N <br />— <br />N <br />N <br />v <br />O <br />— <br />— <br />N <br />O <br />r <br />O <br />CDC) <br />0 <br />0 <br />O <br />- <br />N <br />o <br />N <br />0 <br />N <br />o <br />i <br />I <br />z <br />O <br />NW <br />o <br />0 <br />0 <br />0 <br />0 <br />0; <br />' C <br />CO <br />zz <br />� <br />Qz <br />O <br />zw <br />�__ j <br />♦ -' <br />O <br />W <br />V <br />W z O <br />U U <br />I-_ <br />0 <br />Dz> <br />0 �- <br />Z <br />w t < <br />� <br />��w <br />Ln <br />N <br />O <br />�O <br />Uj <br />�� <br />�U-) <br />0zn�o <br />O <br />Q <br />V <br />o' <br />gzLL <br />Z <br />az <br />Ln <br />OU <br />0 <br />� <br />Z <br />A5 <br />z <br />z <br />z <br />w <br />uj <br />J <br />0 <br />O <br />LAST PLOT DATE <br />• <br />May 8, 2023 <br />zo <br />EXTERIOR <br />J <br />ELEVATIONS & ROOF <br />PLAN A <br />