Laserfiche WebLink
a <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 />USP RT15 STAGGERED <br />ROOF FINISH PER ELEVATION <br />UNDERLAYMENT <br />ROOF SHEATHING <br />ELEV AT 8'-0" <br />12 T.O.M. <br />15 METAL DRIP <br />EDGE <br />USP A3 <br />2X4 FASCIA <br />ALUMINIUM <br />•>> 2'-0" WRAP <br />USP A3 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 />10 SO,F F I T DETAIL <br />3/4 - 1 -0 <br />N <br />PT 2X8 LEDGER ATTACHED TO WALL <br />W/ 3/8" X 5" TITEN HD AT 12" O.C. <br />STAGGERED <br />8" I_ 1'-0" L 1'-0" I_ 1'-0" I_ 1'-0" <br />11 LEDGER DETAIL <br />3/4" = 1' <br />15'-9" <br />0 <br />7'-0" RIDGE <br />VENT----, <br />7'-4" L 6'-11" <br />SLOPE <br />5:12 <br />I <br />W <br />g <br />��N I <br />I I <br />I <br />I I <br />SLOPE SLOPE <br />512 5:12 I <br />I 0 <br />U)L <br />I <br />I <br />I <br />------------ <br />I I <br />I I <br />I I <br />a I SLOPE SLOPE <br />I OJ � 51 :12 5:12 <br />I ct) Lo I <br />I <br />I I <br />I SLOPE SLOPE � <br />5:12 5:12 i 1'-0'y <br />z _—� <br />1'-0'?6f <br />ROOF PLAN B <br />1 /8" = 1'-011 <br />SHINGLE <br />ROOF <br />4" SCORED <br />STUCCO <br />BAND <br />CONTROL <br />JOINT <br />1'-1 <br />4" SCORED <br />STUCCO <br />BAND <br />FRONT ELEVATION B <br />1 /4" = 1'-0" <br />12 6 <br />,15 �5_ <br />....�■Irrnl,lnn■inn■Inn■I■rn■I■rn■I■m■Irm■Itln■I>t�n■ntm■Inn■I.�.. <br />rurrnuuuu�.u.ro <br />mr�.mr�rum.rnr�.rnrrn.rnmr�umm�.r�.rr <br />ri►.. <br />I. <br />DECORATIVE/ <br />T.O.P, \ <br />CEMENTITIOUS <br />AT 1 1 <br />FLOORFINISH <br />FF\ <br />CONTROL JOINT <br />■ <br />alai <br />nun■wmu <br />• \ <br />A/C UNIT <br />■ <br />AND PAD <br />III)I'I <br />ELEV AT 1 1 <br />-A. <br />1-011 <br />RIGHT ELEVATION B VKAUt LINE <br />1 /811 = 1'-0" <br />12 <br />51, <br />12' <br />ow <br />N m <br />z� <br />12 <br />51 <br />A/C UNIT 2'-0" <br />AND PAD Zfl <br />ti <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 />1 ST FLOOR FF <br />2'-0" A/C UNIT <br />--AND PAD <br />Irr1■.....Irrr�.Irl.r.MIN .m r.rlrl.r.rlrl.r.rlrl.r.rlrl.r� .........-•...Irlrr.r�........trlrlrr.rlrlrr.rlrirnrlrlrnr�rlrr.rl <br />nmm■mn■lun■Innmm■IIm■Inu■Inmm�mmi■ Inmin■m�.: �ammm�mmr mmm■nrmmmm <br />�Inri�it:�mi�m■Inn■��nm�nm�ummmm�mn�i�m�i�ln�itmq�n�.�mm�m�nm�iinimm�■mnmmmn ' � <br />■mull.,, <br />mlmmmmm.i _ <br />nrmlrmllnmlin■Inn■Inn■Inn■I�m■Inn■mr <br />�IIInm�111nmm111nm�111nm�111■IIn■mrin■I�IIInm�111nm�lr j��2ND FLOOR \ <br />min■mn■mnmlmrmmmmm�mm�mrm ri <br />____��CONTROL JOINTnrmnulmlrmmm�ilrmnlmnmmrmnll� nlm <br />I11■11111■11111■Ip11�11111�1(r111■11111�[�Irl■11111■I�111■11 <br />1■I�111■11111■lilll■IIIII■11111■11111■Inll■11111■lilll■Ifl , <br />�nmm�.m.rnmmnnnmmmm..rmmmmm <br />%ECORATIVE1 <br />CEMENTITIOUS <br />FINISH <br />ELEV AT 0'-0" <br />, <br />FLOOR FF\ <br />_1��GRADELINE <br />LEFT ELEVATION B <br />1 /8" = 1'-011 <br />GENERAL NOTES: <br />* G.C. VERIFY ROOF RITCH <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" 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 5TH EDITION (2014) SECTION R806 <br />FORMULA = S.F. / 150 (1/150) * 144 (TO CONVERT TO SQ. INCHES) _ <br />NET SQ. INCH REQUIREMENT <br />ATTIC AREA = 1245 SQ FT <br />VENTILATION REQUIRED = 1195 SQ IN <br />VENTILATION PROVIDED AT RIDGE = 80 SQ IN <br />VENTILATION PROVIDED AT SOFFIT = 1120 SQ IN <br />12 <br />ROOF FINISH PER <br />15 <br />ELEVATION <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />SOFFIT <br />E6 <br />DETAIL <br />3/4 - 1 - <br />ROOF FINISH PER <br />12 <br />ELEVATION <br />15 <br />ROOF SHEATHING <br />MANUFACTURED <br />ROOFTRUSS <br />METAL DRIP EDGE <br />2X4 SUB -FASCIA <br />ALUMINIUM WRAP <br />ALUMINUM <br />SOFFIT <br />SOFFIT DETAIL <br />7 <br />3/411- 11-011 <br />N <br />N <br />N <br />N <br />2" 2" <br />FALSE FOAM LOUVER DETAIL TYP <br />8 <br />,- 1 <br />1-011 <br />6" <br />1" 4"1, <br />4" <br />N <br />N <br />o 0 o co <br />EPS <br />iv FOAM <br />iv <br />BRACKET DETAIL <br />9 <br />11-011 <br />NOTES: <br />DUE TO CLARITY NOT ALL REQUIRED FLASHINGS ARE INDICATED ON <br />DRAWINGS. REFER TO 5TH EDITION (2014) FBC, 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 />* 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 />CEMENTITIOUS NOTE: <br />APPLICATION OF PLASTER (DECORATIVE CEMENTITIOUS <br />FINISH) MUST BE IN ACCORDANCE WITH ASTM C926 AND <br />C1063 <br />ATTIC VENTILATION <br />ATTIC VENTILATION TO BE IN COMPLIANCE WITH THE FLORIDA <br />BUILDING CODE 5TH EDITION (2014) RESIDENTIAL R806. <br />THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF <br />THE 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 <br />(MEASURE VERTICALLY) BELOW THE RIDGE OR HIGHEST POINT OF <br />THE SPACE, WITH THE BALANCE OF THE REQUIRED VENTILATION <br />PROVIDED BY 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 -15 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/ UNIT FOR TILE <br />= W <br />U <br />w <br />u <br />Oz <br />w¢_ <br />J <br />o <br />N <br />wW¢ <br />> <br />Zm <br />co <br />Q <br />w0 <br />Ow <br />CID <br />�U0 <br />wzU- <br />2Q <br />NW <br />Lo <br />O <br />> J <br />¢W�Q <br />� <br />� <br />co <br />Lo <br />4.-ppFF <br />woo> <br />p <br />tL <br />woF-0 <br />U Z Lo <br />co Z Z <br />vt- <br />n <br />w <br />�(D_o <br />o <br />m <br />¢ <br />0 N r, E <br />c �? o <br />W L <br />� M �c' S <br />j <br />2 <br />C <br />C �L- w t <br />O 2 <br />m O <br />o <br />U < <br />Cig <br />•V) f' W <br />yr CD ri <br />� a <br />a <br />W <br />W (D W <br />�LLI vi wo <br />wHd M _j ��YzW Z <br />W�-JQoQW( 00J0 <br />Q Q U <br /><O0 Ix OZ20� <br />o�n°�a6LLtw0000ZZ <br />_<Q <br />p p p <br />��o-jzww�ZLL�¢p <br />w0 a. <br />0 Z <br />C� W <br />_j¢QoW<55_wz <br /><ow 2F-P ;>;wamo <br />o ::) oQZgQ <br />it <br />¢ <br />ow <br />iL¢ O <br />QiL <br />O <br />O <br />CV <br />Z <br />O� <br />U) O <br />O <br />0 I._ co 0 <br />Q (. Lo <br />ILL <br />awQL0 <br />1--wa.cM <br />QUQoo <br />Z 1— <br />W <br />W <br />J0 <br />O <br />mi <br />T_ <br />O <br />N <br />01 <br />N <br />d <br />0 <br />0 <br />O <br />o <br />Lo <br />O <br />_ <br />Z z <br />—z° <br />m <br />WW�> <br />�Wcn <br />Q <br />Uo <br />0 <br />� <br />0 <br />Q <br />♦>^ <br />V <br />F--r <br />U— <br />Z <br />w I- H <br />:D <br />J <br />~ <br />w <br />= <br />H = z <br />Q <br />L0�_j <br />z <br />(� <br />V <br />2 <br />�2zw <br />111,.0 <br />�Zz <br />N <br />M <br />W 00 <br />O <br />0- <br />O <br />a rn <br />UWzz <br />z N <br />=QO <br />Z <br />U <br />U <br />� <br />M_O <br />W <br />A5 <br />z <br />z <br />w <br />■ <br />J <br />M <br />c . i <br />o <br />04 <br />r <br />LAST PLOT DATE <br />Jun. 26, 17 <br />0 <br />EXTERIOR <br />ELEVATIONS <br />& <br />1 <br />ROOF <br />PLAN <br />