Laserfiche WebLink
i <br />I G9! <br />I� <br />0 <br />I46 <br />RIDGE <br />0! <br />7 <br />tiA <br />ZONE-1 <br />ATTIC SPACE <br />1072 SQ. FT. <br />6 > <br />8 <br />La <br />H <br />Cr <br />8 <br />O <br />G <br />LU <br />0 <br />Cr <br />6:12 SLOPE <br />UNIT 1500 <br />P-1kF7P <br />2 <br />FP-1 <br />4'-0" 4'-0" <br />2 <br />FP-1 <br />-1 FP-1 <br />ZONE-2 <br />ATTIC SPACE <br />992 SQ. FT. FP 1 <br />ZONE-2 <br />ATTIC SPACE <br />996 SQ. FT. <br />2 <br />FP-1 <br />1 1 1 <br />-1 FP-1 FP-1 <br />ZONE-2 <br />ATTIC SPACE <br />997 SQ. FT. <br />Attic Ventilation <br />ATTIC VENTILATION CALCULATIONS <br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition <br />ATTIC VENTILATION REQUIRED <br />UPPER VENTILATION PROVIDED <br />(2020) Residential R806. <br />The Minimum net free ventilating area shall be 1 /150 of the area of the vented <br />space. The ventilating area may be reduced to 1/300 provided that at least 40% <br />1/150 Rule <br />1/300 Rule <br />Ridge <br />Off -Ridge <br />but no more than 50% of the required ventilation is provided in the upper onion of <br />q p pp p <br />(No Upper Ventilators <br />(Must Provide Upper Ventilators) <br />Vent Amt <br />Amt. <br />the space to be ventilated. Upper ventilators shall be located no more than 3 feet <br />Req.) <br />(Ft.) <br />(measured vertically) below the ridge or highest point of the space, with the <br />Total <br />balance of the required ventilation provided by eave or cornice vents. <br />Ventilation <br />**CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN*' <br />ATTIC <br />Provided <br />(Values to be verified with Manufacturer Specifications) <br />P� ) <br />SPACE <br />SQ. FT. SQ. IN. of <br />SQ. FT. Total SQ. � <br />by Upper <br />• OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT <br />SQ. IN. of of ventilation to <br />of vented IN. of <br />SQ. IN. of <br />SQ. IN. of Ventilators <br />• SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA I SQ. FT. <br />ventilation vented be provided <br />soffit ventilation <br />' <br />Ventilation <br />Ventilation (See Elev) <br />• STUCCO SOFFIT VENTS - 126 SQ. IN. OF NET FREE AREA / SQ. FT. <br />required needed required soffit by upper <br />*If not enough vented soffit is provided due to fire protection, the contractor shall use the <br />needed ventilators <br />following approved vents: <br />• LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA I FT. <br />**Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) <br />Main <br />0.0 <br />2.0 <br />Floor <br />1070 <br />1027 147 514 37 257 <br />276.0 <br />(Zone 1) <br />0.0 <br />276.0 <br />Main <br />0.0 <br />2.0 <br />Floor <br />992 <br />952 136 476 34 238 <br />276.0 <br />(Zone 2) <br />I <br />0.0 <br />276.0 <br />**NOTE** <br />GENERAL <br />CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS <br />REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. <br />2 <br />%J <br />2 <br />1 <br />1 <br />FP-1 <br />FP-1 <br />FP-1 <br />1 <br />FP-1 <br />ZONE-2 <br />I <br />I <br />ATTIC SPACE <br />S C <br />o <br />I <br />I <br />994 SQ. FT. <br />co <br />3 <br />FP-100, <br />_ 3 3 <br />0 0 FP 1 FP 1 <br />Cn U Cn <br />N_ N <br />_N N_ <br />CO c0 O CO <br />FIRE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD FIRE RETARDANT PLYWOOD <br />LOCATION. LOCATION, LOCATION. LOCATION. <br />DO NOT BREACH DO NOT BREACH DO NOT BREACH DO NOT BREACH <br />00 <br />4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT 4'-0" ROOF VENT <br />0 000 0 0 0 0 0 <br />RIDGE RIDGE <br />RIDGE RIDGE <br />G9<<F`00 <br />I w I I w I I w I I w I <br />I I I I I � I I I I <br />I I I I I I I <br />I 6�12 SLOPE 6:12 SLOPE' I I 6:12 SLOPE 6:12 SLOPE' I I 6:12� SLOPE 6:12 SLOPE � I I 6:12� SLOPE 6:12 SLOPE � I <br />I I I I I I I I <br />I IorI I I I I I <br />------�-------1--- ---� LU-1 LU 00 uj <br />--- ---J <br />o "4' 0 0 <br />w c—'i� W cn <br />O <br />� is m <br />N_ <br />CO <br />J A <br />6:12 SLOPE 6:12SLOPE <br />7 <br />ti1 1 1 1 <br />FP-1 FP-1 I �Q yo I FP 1 FP-1 <br />o � <br />I �Q <br />2 I Cn � I 2 i <br />I FP-1 I � � I i FP-1 I <br />FP-1 FP-1 <br />2 <br />FP-1 <br />4'-0" 4'-0" 4,_0„ 4,_0„ 4'-0" 4,_0„ <br />UNIT 1397 � UNIT 1397 UNIT 1397 ! UNIT 1397 <br />41 <br />ZONE-1 <br />ATTIC SPACE I <br />1070 SQ. FT. I <br />I <br />z JP�� Uj <br />> 6:12 SLOPE <br />g CCN <br />n <br />RIDGE <br />4 <br />a <br />w <br />Cn <br />9l�Fi <br />1% <br />0 <br />Nw <br />cG <br />JPLU <br />6:12 SLOPE I <br />1 1 <br />FP-1 FP-1 <br />2 UNIT 1500 <br />FP-1 <br />ROOF PLAN. <br />SCALE: 3/8"=V-0" <br />C'" <br />fl <br />as o <br />> W <br />o y <br />o� o <br />cn <br />y 'CcO N r <br />rn y CD <br />d <br />c-W <br />fU G <br />yo � at <br />rs J ' 3 co <br />is a3i a> s-a <br />J W <br />t+ > C O <br />d � r <br />y <br />c E <br />� o <br />N <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential <br />7th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />YI <br />W <br />a <br />v E <br />O N O <br />o <br />0 <br />0 <br />47 N_ <br />�� <br />C J LL W <br />o- <br />13 Z <br />6Crn a �[ <br />0 <br />i <br />W <br />y <br />� MN� <br />W <br />.l. <br />un <br />m w <br />-�� O t <br />LO M Z Q rz <br />N <br />Z <br />0 <br />o0 <br />W <br />U <br />❑ ❑ <br />V M � <br />z N i7 <br />o <br />Z N <br />z o � <br />Q Q <br />a in <br />ti <br />Z <br />�-1 <br />U o <br />LL <br />4—+ <br />N <br />w <br />Ow <br />S <br />V1 <br />U <br />w <br />J <br />�— — E <br />t � <br />I <br />I <br />U 'o <br />Q 0 <br />• <br />N @ <br />�m <br />t` <br />co <br />W <br />Cl) <br />coM <br />m¢ <br />Q <br />�lJl_ <br />C CL <br />v <br />wo <br />w ¢ <br />> ry <br />Z o <br />Z <br />cu <br />F— 6; <br />-q <br />d <br /><� <br />x� <br />'- <br /><= <br />�M <br />000 <br />r <br />ww <br />Q <br />W <br />L <br />` � c <br />O <br />'a <br />z <br />¢1 (' <br />o <br />z <br />� <br />�; <br />N <br />¢ " <br />a W <br />z z <br />N <br />oa <br />go <br />Q <br />a <br />wF <br />W <br />w <br />J= <br />wa <br />5 <br />�o <br />o <br />0 <br />�O <br />zla <br />3 <br />�N <br />0 <br />ICU <br />ai <br />rn <br />O <br />\ <br />0 <br />L <br />r <br />� <br />� <br />MCo <br />T <br />� O <br />Q <br />50 <br />v) o <br />m <br />00 <br />OQ <br />r <br />�+ <br />F=— <br />O <br />CV <br />Ln <br />04 <br />0 <br />O <br />'~ <br />< <br />0) <br />N <br />to <br />CO <br />I <br />N <br />6 <br />M <br />00 <br />6i <br />z <br />z <br />E <br />E <br />`m <br />FL <br />0 <br />v <br />Q o <br />JOB <br />NO: 22-06575-06570 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10.1 <br />