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GA FILE NO. ASW t)8111 PROPRIETARY* <br />2HOUR. 65 to 69:STC <br />L FIRE <br />L�UI IIFHy WILTI PVVVIP\ r 14. 11IV IId.71111 IV tf 11 o111 VALW Iu IV UIt: bUI IdL:u <br />of the exterior wall finish. <br />PROVIDE 2x BLOCKING W/ (2) 12d <br />SOUND <br />NAILS EA. END BETWEEN <br />Approved flashings shall be installed at the following locations. <br />TRUSSES <br />GYPSUM PANEL PRODUCTS, STEEL H STUDS <br />• Exterior window/door openings. <br />4'-0" FROM SEPARATION WALL. <br />Two layers 1' x24" proprietary type x.gypsum panels Inserted between floor and <br />celling runners with steel H stud between adjacent pairs of gypsum panels. <br />� <br />• Intersection of chimneys or other masonry construction with <br />SOLID BLOCKING BETWEEN <br />C <br />(/4' <br />r,� , ; <br />A.�� <br />frame walls. <br />TRUSSES BOTTOM SIDE OF <br />m <br />A 3t4" minimum air space must be maintained between steel components and <br />_ <br />- - - ' <br />• Under and at the ends of mason wood or metal copings <br />masonry,PLYWOOD. <br />BLOCK MUST BE <br />adjacent framing (as indicated by dashed lines in sketch). As an alternate to <br />an air spans, tine steel components are covered warn e" wide battens 0 112" <br />and sills. <br />"PITCH CUT" (SEE ELEVATIONS) <br />type x gypsum wallboard or full sheets of 112" type X gypsum w <br />tyallboard <br />- - -- - <br />• Continuously above all projecting wood trim. <br />TO PROVIDE AS MUCH CONTACT <br />screw attached to thesteelcomponents, <br />Y Y <br />• Where exterior porches, decks or stairs attach to a wall or <br />AS POSSIBLE TO UNDER SIDE <br />Sound tested with 2 x 4 stud, wall faced with 1/2" regular gypsum wallboard each <br />'X <br />floor assembly of wood -frame construction. <br />OF ROOF DECK. ALL JOINTS <br />side of assembly and 3-1/2" glass fiber in stud space on both sides. <br />Helgfyf8mitation 88fet, <br />i, a <br />_ <br />• At wall and roof intersection. <br />AROUND BLOCKING MUST BE <br />• At Built-in gutters. <br />CAULKED WITH APPROVED FIRE <br />PROPRIETARY GYPSUM PANEL PRODUCT <br />Thickness: 3-1/2(Fire) <br />CAULKING. <br />11-T4"(Sound) <br />Attic Ventilation <br />Georgia-Pacific Gypsum LLC............. .,. 1" DensGlass� 5haftllner <br />Approx. Weght: 9-5pef <br />FveYest WH1495.129Q,11-15.94; <br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition <br />SEE PLAN <br />W1546; , <br />PROFILE OF ROOF TRUSS <br />TOP OF PLATE <br />WHI49ITS <br />-12Kgn <br />WHI4951295 31595, <br />WHI49"743&0744, <br />- _ <br />BEYOND <br />FIRE CAULK EDGES <br />- <br />1-28 & 30- <br />.. <br />- _ _ <br />AT EACH SIDE <br />ITsalso>#14c°ca°°z <br />_ .. _ .. - _ - _ <br />ROOF SHEATHING TYP. <br />U <br />_ - _ = _ = <br />2x6 <br />S-1 -04, Design115, <br />e 18 04, UL Design U373 <br />- <br />„ <br />TYPE ' S MORTAR <br />Sound Test: RALTL10491,s-31-10 <br />_ - - _ <br />_ SUB -FASCIA <br />- <br />(TYP ) <br />NINE <br />EXTEND THE (2) LAYERS - <br />OF 1" THICK USG GYP. - - <br />- <br />DBL. 1x PT NAILER <br />WALLBD. LINER PANELS <br />7 <br />OF 2-HR. WALL INTO <br />1/2" GYP. WB. <br />8" CONC. BLOCK <br />CLASSIFICATION D-2 <br />SOFFIT AREA <br />PER UL U905 (TYP.), PER <br />UL U905, MASONRY WALL <br />PROVIDES 2-HOUR <br />PROTECTION <br />ATTIC VENTILATION CALCULATIONS <br />ATTIC VENTILATION REQUIRED <br />UPPER VENTILATION PROVIDED <br />1/150 Rule <br />1/300 Rule <br />Ridge Vent Amt <br />(No Upper Ventilators <br />(Must Provide Upper Ventilators) <br />(Ft.) <br />Off -Ridge Amt. <br />Req.) <br />Total Ventilation <br />ATTIC <br />Provided by <br />SPACE <br />SQ. FT. <br />Total SQ. <br />SQ. FT. <br />SQ. IN. of <br />Upper <br />Ventilators <br />SQ. IN. of <br />ventilation <br />of vented <br />IN. of <br />of <br />vented <br />ventilation to <br />be provided <br />SQ. IN. of <br />SO. IN. of <br />(See Elev) <br />required <br />soffit <br />ventilation <br />soffit <br />by upper <br />Ventilation <br />Ventilation <br />needed <br />required <br />needed <br />ventilators <br />Main <br />0.0 <br />2.0 <br />Floor <br />901 <br />865 <br />124 <br />432 <br />31 <br />216 <br />276.0 <br />0.0 <br />276.0 <br />(Zone 1) <br />Main Floor <br />0.0 <br />2.0 <br />(Zone 2) <br />886 <br />851 <br />122 <br />425 <br />30 <br />213 <br />276.0 <br />0.0 <br />276.0 <br />Upper Floor <br />0.0 <br />2.0 <br />(Zone 3) <br />1012 <br />972 <br />139 <br />486 <br />35 <br />243 <br />276.0 <br />0.0 <br />1 276.0 <br />Upper Floor <br />0.0 <br />2.0 <br />(Zone 4) <br />1008 <br />968 <br />138 <br />484 <br />35 <br />242 <br />276.0 <br />0.0 <br />276.0 <br />**NOTE** <br />GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS <br />REQUIRED BY FLORIDA BUILDING CODE 7TH EDITION (2020) RESIDENTIAL. <br />1Thermasheath-311, <br />1 <br />1 Hour Separation Wall <br />rmasheath-W, "ECOMAXti", <br />2 <br />2 Hour Fire Resistant Soffit <br />SCALE:3/4"=V-0" <br />ermax. ught Duty{nsulatl6n,Thermax Heavy Dutyinsulaiion,:. <br />*REFER TO STRUCTURAL DETAILS FOR <br />ion, Thermax ci Exterior Insulation, Thermax XARMORci' <br />er Panel, Thermax Heavy Duty plus (HDP) and TUFF-Rm ci <br />NON -VENTED SOFFIT NON -VENTED SOFFIT <br />SCALE: 3/4"=1''0" <br />ADDITIONAL INFORMATION. <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />- <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />am thickdelyi5yanuoteeomp6sitef9aed.Plastia�nsulatron <br />NON -VENTED SOFFIT <br />SOFFITGI", <br />"Thermaease-GT' <br />SOFFIT <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />top <br />1NON-VENTED <br />1 <br />1NON-VENTED <br />SEE DETAIL 55/D-1 FOR <br />SEE DETAIL 55/D-1 FOR <br />SEE DETAIL 55/D-1 FOR <br />SEE DETAIL 55/D-1 FOR <br />SEE DETAIL 55/D-1 FOR <br />SEE DETAIL 55/D-1 FOR <br />NON -VENTED SOFFIT <br />an mark forlericdiction• employing the UL or WL.Certg6ation <br />a), respectively: <br />4'-0" <br />INFORMATION ON FIRE <br />4'-0" <br />4'-0" <br />INFORMATION ON FIRE <br />4'-0" <br />4'-O" <br />INFORMATION ON FIRE <br />4'-O" <br />4' 0" <br />INFORMATION ON FIRE <br />4'-0" <br />4'-0" <br />INFORMATION ON FIRE <br />4'-0" <br />4'-0" <br />INFORMATION ON FIRE <br />4'-0" <br />4'-0' <br />BLOCKING @EAVE <br />BLOCKING @ EAVE <br />BLOCKING @ EAVE <br />BLOCKING @ EAVE <br />BLOCKING @ EAVE <br />BLOCKING @ EAVE <br />OF <br />2 <br />2 <br />2 <br />r/z <br />2 <br />wz' <br />2 <br />2 <br />I <br />c� <br />4:12 'U <br />C4 <br />C <br />/ <br />1 <br />Nr <br />�= <br />rN <br />`t <br />� <br />H <br />N- <br />�= <br />4:12 <br />PITCH <br />PITC J <br />eel <br />00 <br />00, OF <br />I <br />r = <br />N = <br />N = <br />N_ 2 <br />N_ = <br />CV 2 <br />CV S <br />C-4 = <br />I <br />ey <br />F-- <br />' t <br />H <br />-,::I-F_ <br />r1 <br />H <br />t_ <br />FE <br />I <br />I <br />PW01 <br />PW01 <br />PW01 <br />PW01 <br />APW01 <br />RW01 <br />PW01 <br />D1 <br />D1 <br />D1 <br />D1 <br />D1 <br />D1 <br />D1 <br />I <br />FIRE RESISTANT <br />FIRE RESISTANT <br />FIRE RESISTANT <br />FIRE RESISTANT <br />FIRE RESISTANT <br />FIRE RESISTANT <br />I <br />PLYWOOD LOCATION. <br />PLYWOOD LOCATION. <br />PLYWOOD LOCATION, <br />PLYWOOD LOCATION. <br />PLYWOOD LOCATION. <br />PLYWOOD LOCATION. <br />I <br />DO NOT BREACH <br />DO NOT BREACH <br />DO NOT BREACH <br />„� <br />DO NOT BREACH _ <br />DO NOT BREACH <br />DO NOT BREACH <br />I <br />g <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />® ® <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />® <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />® ® <br />4' OFF RIDGE VENT 4' OFF RIDGEVENT <br />® ® <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />® ® <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />® ® <br />0 <br />I <br />4:12 <br />00 <br />II <br />1 <br />PITCH <br />101, <br />4:12 <br />PITCHOF <br />( � <br />I <br />00 <br />le Ir <br />it <br />LL <br />I <br />I <br />I <br />r <br />OOF <br />I <br />I <br />000' <br />et a <br />I <br />I <br />cf <br />L1 <br />�tOF <br />110, <br />r� <br />4:12 <br />4:12 <br />I <br />PITCH <br />PITCH'oer <br />I <br />---.— <br />— <br />or <br />— A 4:12 <br />OF <br />4:12 --- <br />I <br />I PITCHOF <br />PITCH <br />I 4:12 <br />J� <br />4:12 <br />I <br />I <br />PITCH <br />PITCH I <br />4:12 4:12 1 or A1 4:12 4:12 <br />ITCH = 2 N PIT I� 4:12 — — 4:12 4:12 — 4� PITCH �, 2 �, PITCH <br />oe PITCH PITCH I I PITCH I I PITCH I a a I <br />—) 1 L---- ----_J 1 L---- ---- ---- <br />2 2 <br />FIRE RESISTANT I I SEE DETAIL 55/D-1 FOR ( 1 I SEE DETAIL 55/D-1 FOR <br />SEE DETAIL 55/D-1 FOR FIRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR FIRE RESISTANT SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR <br />PLYWOOD LOCATION. INFORMATION ON FIRE FIRE RESISTANT INFORMATION ON FIRE <br />INFORMATION ON FIRE PLYWOOD LOCATION. INFORMATION ON FIRE INFORMATION ON FIRE PLYWOOD LOCATION. INFORMATION ON FIRE INFORMATION ON FIRE <br />DO NOT BREACH BLOCKING @ EAVE 2 DO NOT BREACH BLOCKING @ EAVE BLOCKING @ EAVE PLYWOOD LOCATION. 2 BLOCKING @ EAVE BLOCKING @ EAVE DO NOT BREACH 2 BLOCKING @EAVE BLOCKING @ EAVE <br />NON -VENTED Do NOT BREACH NON -VENTED <br />NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT <br />S; O <br />per. O <br />M <br />(L` U_ i1 <br />U Q? <br />Y o_.Q <br />' <br />c Cc0 <br />Y � � <br />S _ <br />7 .bJ �.' •TVi <br />71 f^, <br />��i1�1111�8fJ£ <br />�. P'; • NS E '•• <br />• '•� <br />°°?/•s ��J c at00- <br />�a <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 Florida Building Code - <br />Residential 7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />9) <br />W d E <br />g o o� <br />N p <br />� O t31 f0 � <br />0 2 <br />N <'n r-- �'v `0 <br />Qj MCD <br />V LL <br />= J uuJ <br />J LOLL 5 a <br />a <br />LL (Q O9 <br />W Z' m Lu <br />° <br />ILW �g"6) <br />Z L0 v z <br />co <br />z N OU <br />W 0 <br />1J M c- <br />7 z �Np O <br />Z <br />z <br />a <br />N <br />c7 <br />to z <br />v 0 <br />� W � <br />Il <br />O —� <br />p <br />Wcli <br />U <br />W J <br />z=s <br />U o 00 I <br />-to <br />¢ N <br />14 <br />o <br />w <br />M <br />o <br />14 <br />Q_ E <br />' <br />_� <br />� <br />mp R <br />a <br />= <br />❑a <br />U <br />(4 <br />¢0 <br />a <br />U <br />O <br />� <br />RcVi <br />OQ <br />a <br />V O <br />OU <br />Jd, <br />a <br />z <br />N <br />z <br />wo <br />Z <br />�w <br />d i <br />�C <br /><z <br />=�ZLL <br />"m <br />ma <br />Z <br />N <br />to J <br />¢atl <br />ace <br />�z <br />U <br />a <br />V w <br />W <br />¢p <br />1-- <br />'S <br />= <br />o r <br />> d. <br />E' <br />�-� <br />0 <br />E <br />,— <br />c <br />O <br />t <br />M <br />0- i� <br />Ln <br />� <br />o <br />c m <br />o <br />00 <br />E <br />N <br />Ln <br />Q <br />r <br />ono <br />U <br />W <br />6 <br />Z <br />ca <br />E O N <br />a <br />U 1 Q p <br />� <br />JOB <br />NO: 22-06603-06596 <br />SCALE : AS NOTED <br />SHEET NO. <br />10 <br />