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GYPSUM PANEL PRODUCTS, STEEL H STUDS <br />Two layers 1' x 24" proprietary type X gypsum panels Inserted between floor and <br />ceiling runners .with steel H stud between adjacent pairs of gypsum panels. <br />(NLB) <br />A 314" minimum air space must be maintained between steel components and <br />adjepent framing (as indicated by dashed Ones <In skatch). As an alternate to <br />an air spare, the steel components are covered with 6" wide battens cf 112" <br />type X gypsum wallboard or full sheets of 112, type X gypsum wallboard <br />- — _ <br />screw attached to the steel com ponents.'` <br />11-1y <br />Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each <br />side of assembly and 3-1I2" glass fiber in stud space on troth sides. <br />( A <br />Y a <br />Hetght'llmitation 68 feet <br />PROPRIETARY GYPSUM PANEL PRODUCT <br />Thickness: 3-1f2" (Fire) <br />Georgia-Pacific Gypsum LLC................................... 1" DensGlassa Shaftliner <br />11-3/4"(Sound) <br />Approx. Weigh 9.5 psf <br />Fire Test WHI495.1290,11-15-94, <br />ITS Design GP?WA 120.04- <br />WHI495.12K 3.1546; <br />WHI 4560743"8, 0744, <br />1.28 & 30-86, <br />ITS 31608140DO.OUZ <br />8.30.093 <br />UL R2717; 04141<03115, <br />B-18-04, UL Design U373 <br />Sound Test; RAL TL10-291; &31-10 <br />ncewith the Florida Building Code 7th Edition PROVIDE 2x BLOCKING W/ (2) 12d <br />NAILS EA. END BETWEEN <br />area shall be 1/150 of the area of the vented TRUSSES <br />be reduced to 1/300 provided that at least 40% 4'-0" FROM SEPARATION WALL. <br />uired ventilation is provided in the upper portion of SOLID BLOCKING BETWEEN <br />- ventilators shall be located no more than 3 feet TRUSSES TO BOTTOM SIDE OF <br />ridge or highest point of the space, with the PLYWOOD. BLOCK MUST BE <br />rn provided by eave or cornice vents. "PITCH CUT" (SEE ELEVATIONS) <br />IE FOLLOWING VALUES, SEE ROOF PLAN** TO PROVIDE AS MUCH CONTACT <br />;turer Specifications) AS POSSIBLE TO UNDER SIDE <br />138 SQ. IN. OF NET FREE AREA / UNIT OF ROOF DECK. ALL JOINTS <br />7 SQ. IN. OF NET FREE AREA / SQ. FT. AROUND BLOCKING MUST BE <br />126 SQ. IN. OF NET FREE AREA / SQ. FT. CAULKED WITH APPROVED FIRE <br />ded due to fire protection, the contractor shall use the CAULKING. <br />goof) - 9 SQ. IN. OF NET FREE AREA / FT. <br />Sq. In. Needed) / 9 =(Linear Ft. of Deck Air Needed) <br />SEE PLAN <br />PROFILE OF ROOF TRUSS " TOP OF PLATE <br />BEYOND FIRE CAULK EDGES <br />AT EACH SIDE <br />.. ROOF SHEATHING TYP. <br />-_-_-_- 2x6 <br />- - SUB -FASCIA TYPE "S" MORTAR <br />• ' -' --- (TYP') <br />EXTEND THE (2) LAYERS _ <br />OF 1" THICK USG GYP. - - - DBL. 1x PT NAILER <br />WALLED. LINER PANELS <br />OF 2-HR. WALL INTO 1/2" GYP. WB. 8" CONC. BLOCK <br />SOFFIT AREA CLASSIFICATION D-2 <br />PER UL U905 (TYP.), PER <br />-y 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 VentAmt <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. IN. of <br />SQ. FT. <br />Total SQ. <br />SQ. FT. <br />of <br />SQ. IN. of <br />ventilation to <br />Upper <br />Ventilators <br />ventilation <br />of vented <br />IN. of <br />vented <br />be provided <br />SQ. IN. of <br />SQ. 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 />866 <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 />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 />"EG9MAXc <br />1 1 Hour Separation Wall <br />a5leath XP , {^,-Wliermasheath•3" <br />. <br />2 2 Hour Fire Resistant Soffit SCALE:3/4"=V-0" <br />iax Ught buty, Ynsuladbn,Thermax :Heavy buty Insulation,. <br />- *REFER TO STRUCTURAL DETAILS FOR <br />i, Thermax cl Exterior Insulation, Thermax XARMORci' <br />Panel, Thermax Heavy Duty Plan (HDP)and TUFF-R'"' ci <br />SCALE: 3/4"=1'-0" ADDITIONAL INFORMATION. <br />NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT <br />NON -VENTED SOFFIT NON -VENTED SOFFIT <br />NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT <br />kpaly,socyanuratecomposite foamed plastic insulation <br />NON -VENTED SOFFIT .NON -VENTED SOFFIT <br />'7hermaimae-ce <br />NON -VENTED SOFFIT NON -VENTED SOFFIT NON -VENTED SOFFIT <br />1 1 1 1 1 1 1 <br />SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 551D-1 FOR SEE DETAIL 55/D-1 FOR SEE DETAIL 55/D-1 FOR NON -VENTED SOFFIT <br />Mark for jurisdictions employing the ui. or your_ certification. <br />re8r7iCtryefya <br />4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-On INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE 4'-0" 4'-0" <br />BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE BLOCKING @ EAVE <br />oF <br />2 <br />2 <br />2 <br />2 <br />2 <br />2 <br />40 <br />2 <br />N= <br />4.12 �U <br />CN = <br />T-c� <br />N Z <br />,—c <br />N <br />`'c� <br />N= <br />rC) <br />N= <br />7c� <br />N= <br />=c� <br />N= <br />77t3 4:12 <br />ITCH n- <br />�- <br />- <br />�- <br />PITCI� <br />I <br />N= <br />_ <br />N= <br />N77 _ ,= <br />I <br />r = I <br />I — <br />_ <br />NP <br />d <br />I <br />t1 <br />a_ <br />4 <br />I <br />PW01 <br />PW01 PW01 <br />PW01 <br />PW01 <br />PW01 <br />W01 <br />I00 <br />00 D1 OF <br />D1 D1 <br />D1 <br />D1 <br />D1 <br />D1 <br />I <br />FIRE RESISTANT <br />FIRE RESISTANT FIRE RESISTANT <br />FIRE RESISTANT <br />FIRE RESISTANT <br />FIRE RESISTANT <br />PLYWOOD LOCATION. <br />PLYWOOD LOCATION. PLYWOOD LOCATION, <br />PLYWOOD LOCATION. <br />PLYWOOD LOCATION. <br />PLYWOOD LOCATION. <br />DO NOT BREACH 0orDO <br />NOT BREACH DO NOT BREACH <br />DO NOT BREACH <br />DO NOT BREACH <br />DO NOT BREACH <br />00 <br />II <br />� II <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />OOO <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />o <br />4:12 <br />E <br />PITCH <br />-4:12 <br />PITCHOF <br />5 <br />L` <br />O <br />00, <br />JF <br />o <br />= <br />OF <br />r <br />r I-- <br />r I_ <br />I--- <br />F— <br />I <br />Ioe <br />so, <br />01 <br />_ <br />OF <br />I <br />V t1 <br />ti <br />I <br />T = <br />4� .12 <br />or <br />PITCH <br />_4:12 <br />PITCH <br />_.--- <br />— <br />— 4�:12 <br />4:12 _.--- <br />I <br />I PITCH04, <br />PITCH <br />4:1 <br />4:12 I OOF <br />PITCH <br />OF <br />PITCH <br />1 <br />1 4:12 <br />4:12 <br />4:12 <br />00e <br />4:12 <br />IT�- CH <br />2 <br />= <br />,- �- P�� <br />4:12 — — 4:12 <br />4:12 — <br />— 4:12 <br />PITCH = <br />_ <br />PITCH <br />= <br />`i" � f <br />PITCH PITCH <br />PATCH <br />PITCH <br />I I <br />I <br />I <br />L----- <br />I---- <br />--- <br />---- <br />_ — <br />---- <br />----� 1 <br />2 <br />----J <br />2 <br />1 <br />OOFROOF <br />FIRE RESISTANT <br />I <br />I <br />SEE DETAIL 55/D-1 FOR FIRE RESISTANT <br />SEE DETAIL 55/D-1 FOR I <br />SEE DETAIL 55/D-1 FOR <br />INFORMATION ON FIRE FIRE RESISTANT <br />I <br />SEE DETAIL 551D-1 FOR <br />I SEE DETAIL 55/D-1 FOR <br />FIRE RESISTANT <br />INFORMATION ON FIRE <br />SEE DETAIL 55/D-1 FOR <br />SEE DETAIL 55/D-1 FOR <br />PLYWOOD LOCATION. <br />DO NOT BREACH <br />INFORMATION ON FIRE 2 PLYWOOD <br />LOCATION. BLOCKING EAVE INFORMATION ON FIRE PLYWOOD LOCATION. <br />@ <br />2 <br />INFORMATION ON FIRE <br />BLOCKING EAVE PLYWOOD LOCATION. <br />@ <br />2 INFORMATION ON FIRE <br />INFORMATION ON FIRE <br />BLOCKING @ EAVE DO NOT <br />BREACH BLOCKING @ EAVE <br />DONOTBREaCH <br />BLOCKING @ EAVE <br />DO NOT <br />BREACH <br />BLOCKING @ EAVE <br />BLOCKING @ EAVE PLAN <br />NON -VENTED <br />NON -VENTED <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT, <br />SOFFIT NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />SOFFIT <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT - <br />i <br />C <br />o <br />!� <br />ar -o <br />cz <br />G W <br />Wjoc <br />m c. a <br />® <br />�' a <br />_- <br />,N <br />y $ N L <br />N G <br />c <br />L <br />R --a) s <br />tj W <br />o <br />a <br />0 <br />\\N��a�tRO <br />,� c15 E• '•. <br />Q�� <br />50 <br />U' <br />P <br />4 <br />olit' <br />0 <br />f I It t'o <br />To the best <br />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 <br />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 />to <br />g <br />CD C� <br />V <br />N S <br />R o °c m <br />y CDN O <br />0 <br />U) <br />a <br />tn�ti <br />LL u_ J` w <br />JLLLL 3 a <br />,n <br />w <br />Rd <br />Z <br />-FaC ti <br />p 2i <br />LLZ <br />OD M 0 2 <br />�n <br />N <br />OU o <br />Z <br />W <br />El El <br />Z N lM <br />O O <br />Z <br />z o <br />J <br />a <br />- N <br />ch <br />V) <br />Z v <br />C.7 0 <br />Q,j <br />�f <br />W � <br />O <br />L.V) s <br />U <br />w c <br />9 <br />.! <br />— � S <br />. <br />xis <br />C) a <br />r- <br />-® <br />¢ N m <br />-4 <br />O <br />W <br />Mz <br />M <br />z�o <br />f? E <br />O <br />W Z <br />2 <br />QN <br />Z <br />Co <br />�o <br />op <br />H <br />O E <br />M� <br />O¢ <br />az <br />O� <br />�z <br />a <br />L <br />¢ o <br />m O <br />z <br />J <br />� <br />¢w <br />T Z <br />N <br />N � <br />Q <br />oM <br />zz <br />z <br />aZ <br />mw <br />W <br />U <br />�o <br />lz <br />�� <br />w` <br />_8 <br />o <br />c4 <br />et' <br />z¢ <br />a <br />003 <br />o T <br />.L <br />�- <br />m <br />N <br />a <br />� <br />� <br />r <br />Lc-.) <br />IV— <br />co <br />CD <br />N <br />[L0 <br />cl� <br />C m <br />o <br />,00 <br />T- <br />� <br />CVc-4 <br />O N <br />V') <br />t=— <br />G <br />00 <br />�--" <br />9c� <br />cs� <br />Q CV <br />4 <br />00 <br />M <br />00 r <br />r— <br />�; <br />E <br />E � <br />M T- <br />o <br />z <br />l0 <br />z <br />� <br />E O <br />y <br />c <br />a- <br />E <br />v � <br />a 4? <br />¢ o <br />c <br />JOB NO: 22-11681-11674 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />10 <br />