My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
38156 Fallstone Way
Zephyrhills
>
Building Department
>
Building Plans
>
38156 Fallstone Way
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/3/2025 6:26:04 PM
Creation date
2/18/2025 3:24:46 PM
Metadata
Fields
Template:
Building Plans
Street #
38156
Location
Fallstone Way
Contractor
Lennar Homes LLC
Building Plans - Permit #
4877
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
39
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
L— I II I'. r I I I 1 I111 ' 111 nil IIwo II IIIl_I I 'it' 1 1 _II I ," _ _ '.!R111 ' I I II '"Ill 1111_!I11%11-1111 1_ ,It__ _! I _ 1 11 ' 11_.I _ I _ __ II 1___ _ _ 1 '111 <br />GA FILE NO. ASW 0810I <br />PROPRIETARY' <br />2 HOUR 85 to B9 STG <br />L. <br />FIRE SOUND <br />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 />+ �` <br />!` ; <br />I <br />(NLt3) <br />I <br />A 314" minimum air space must be maintained between steel components and <br />I - - - - - - - <br />adjacent framing (as Indicated by dashed lines in sketch). As an alternate to <br />_- <br />an air space, the steel components are covered with 6" wide battens of 112" <br />type K gypsum wallboard or full sheets of 112" type X gypsum wallboard <br />screw attached to the steel components. <br />Sound tested with 2 x 4 stud wall faced with 1/2" regular gypsum wallboard each <br />side of assembly and 3-1/2' glass fiber in stud space on both sides. <br />Heot limitation 68 feet. <br />- <br />PROPRIETARY GYPSUM PANEL PRODUCT <br />Thickness! 3-1/7 (Fire) <br />Georgia -Pack Gypsum LLC.............................. 1" DensGlassO Shaftllner <br />11-314"(Sound) <br />Approx. Weight. 9.5psf <br />Fire Test WH1495-1290, 11-15.94; <br />ITS Design GPIWA 120-04. <br />WH1495.1295, 3.15.95; <br />WHI 495.0743 a 0744, <br />1-28 8 W-M <br />rTS 3160814COO-OOZ <br />8-30-08; <br />UL R2717, 04NK03115, <br />8-18.04, UL Design U373 <br />Attic Ventilation <br />Attic Ventilation to be in compliance with the Florida Building Code 7th Edition <br />PROFILE OF ROOF TRUSS <br />BEYOND <br />77 <br />= - = — - ROOF SHEATHING TYP. <br />—_ 2x6 <br />— - _ _ SUB -FASCIA <br />EXTEND THE (2) LAYERS — - . . <br />OF 1" THICK USG GYP. — — — <br />WALLBD. LINER PANELS <br />OF 2-HR. WALL INTO <br />SOFFIT AREA <br />•i <br />FIRE CAULK EDGES - <br />AT EACH SIDE--/---` <br />" <br />DBL. 1x PT NAILER <br />1/2" GYP. WB. <br />1 Hour Separation Wall <br />PROVIDE 2x BLOCKING W/ (2) 12d <br />NAILS EA. END BETWEEN <br />TRUSSES <br />4'-0" FROM SEPARATION WALL. <br />SOLID BLOCKING BETWEEN <br />TRUSSES TO BOTTOM SIDE OF <br />PLYWOOD. BLOCK MUST BE <br />"PITCH CUT" (SEE ELEVATIONS) <br />TO PROVIDE AS MUCH CONTACT <br />AS POSSIBLE TO UNDER SIDE <br />OF ROOF DECK. ALL JOINTS <br />AROUND BLOCKING MUST BE <br />CAULKED WITH APPROVED FIRE <br />CAULKING. <br />SEE PLAN <br />TOP OF PLATE <br />TYPE "S" MORTAR <br />(TYP.) <br />8" CONC. BLOCK <br />CLASSIFICATION D-2 <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 VentAmt <br />(No Upper Ventilators <br />(Must Provide Upper Ventilators) <br />(Ft.) <br />Off Ridge Amt. <br />Req.) <br />I <br />1 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 />I <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 />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 />2 <br />2 Hour Fire Resistant Soffit <br />SCALE:3/4"=V-0" <br />*REFER STRUCTURAL DETAILS FOR <br />"max Ught Duty Insulation, Thermax Heavy Duty Insulation. <br />TO <br />ion, The —ax ci Exterior Insulation, Thermax xARMOR ci <br />SCALE: 3/4"=1'-0" <br />ADDITIONAL INFORMATION. <br />er Panel. Thermax Heavy Duty Plus (HDP) and TUFF-R- ci <br />NON -VENTED SOFFIT NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />thick composite foamed insulation <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />NON SOFFIT <br />polyisocyanurate plastic <br />NON -VENTED SOFFIT <br />-VENTED <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />NON -VENTED SOFFIT <br />cl", "Thermaease�7" <br />1 1 <br />1 <br />1 <br />1 1 <br />1 <br />SEE DETAIL 55lD 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 />a) rrespect�eM. gone emplayhp tie UL or cUL Certiltutlan <br />4'-0" 4'-0" INFORMATION ON FIRE 4'-0" <br />4'-O" INFORMATION ON FIRE 4'-0" <br />4'-0" INFORMATION ON FIRE 4'-0" 4'-0" INFORMATION ON FIRE <br />4'-0" 4'-0" INFORMATION ON FIRE 4'-0" <br />4'-0" INFORMATION ON FIRE 4'-0" <br />4'-0" <br />BLOCKING @ EAVE <br />BLOCKING @ EAVE <br />BLOCKING @ EAVE <br />BLOCKING @ EAVE <br />BLOCKING @ EAVE <br />BLOCKING @ EAVE <br />1 <br />zz <br />2 <br />2 <br />2 <br />2 <br />2 <br />M <br />2 <br />1 <br />N = <br />4:12 77 <br />N = <br />'— c� <br />N = <br />� c.> <br />N = <br />c� <br />CN = <br />U <br />cV =cV <br />'— C>77 <br />= <br />c <br />N = <br />77 c � 4:12 <br />v <br />PITCH a <br />°- <br />n- <br />n-r/zzl <br />n- <br />°- <br />go <br />PITCI� <br />4 FAAA <br />FA <br />moop <br />00 <br />IPA <br />PA /Od'd <br />F190,40A <br />pul <br />03 <br />0, <br />�1111 <br />V1088, <br />Pao" <br />FIRE RESISTANT <br />NT <br />FIRE RESISTANT <br />- - --- <br />E RESISTANT <br />FIRE RESISTANT <br />IRE RESI] NT <br />a M. j. <br />DOV13TODSWil <br />DO NOT BREACH <br />DO NOT BREACH <br />DO NO I BREACH <br />DO NOT BREACH <br />DO NOT B CH <br />4:12 <br />PITCH <br />I <br />I 4:12 <br />PITCH <br />4:12 <br />IT CH <br />IN � <br />FIRE RESISTANT <br />PLYWOOD LOCATION. <br />DO NOT BREACH <br />NON -VENTED SOFFIT <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />I <br />PITCH <br />= 4:12 <br />2 PITCV <br />SEE DETAIL 111D-1 FOR <br />INFORMATION ON FIRE <br />BLOCKING @ EAVE <br />NON -VENTED SOFFIT <br />1 <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />4:12 <br />PITS <br />PITCH 1 <br />SEE DETAIL 55/D-1 FOR <br />FIRE RESISTANT INFORMATION ON FIRE <br />2 PLYWOOD LOCATION. DO NOT BREACH BLOCKING @EAVE <br />NON -VENTED <br />SOFFIT <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />r t- <br />4:12 <br />I PITS CH <br />1 L_---- <br />2 <br />SEE DETAIL 55/D-1 FOR <br />FIRE RESISTANT <br />INFORMATION ON FIRE <br />BLOCKING @EAVE PLYWOOD LOCATION. <br />DO NOT BREACH <br />NON -VENTED SOFFIT <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />4:12 — <br />PITCH SEE DETAIL 551D-1 FOR <br />2 INFORMATION ON FIRE <br />BLOCKING @ EAVE <br />NON -VENTED SOFFIT <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />4:12 � <br />PITCH <br />4:12 <br />1 PITS CH <br />— <br />2 <br />( SEE DETAIL 55/D-1 FOR <br />FIRE RESISTANT <br />INFORMATION ON FIRE <br />BLOCKING @ EAVE PLYWOOD LOCATION. 2 <br />DO NOT BREACH <br />NON -VENTED <br />SOFFIT <br />4' OFF RIDGE VENT 4' OFF RIDGE VENT <br />— 4:12 <br />1 PITCH <br />I <br />I <br />4:12 <br />PITCH <br />N � <br />SEE DETAIL 55/D-1 FOR <br />INFORMATION ON FIRE <br />BLOCKING @ EAVE <br />NON -VENTED SOFFIT <br />4:12 <br />PITCH' <br />u_ <br />O <br />I <br />0— <br />I <br />I <br />I <br />I <br />4:12 ---- <br />PTCH I <br />I <br />I <br />4:12 <br />2 T PITCH <br />01 <br />SEE DETAIL 551D-1 FOR <br />INFORMATION ON FIRE <br />BLOCKING @ EAVE <br />NON -VENTED SOFFIT <br />ROOF <br />PLAN_ <br />Q?.C� <br />N 1 <br />'- Z <br />C� 0 3 <br />c <br />Qo <br />r 1, <br />Lij <br />F <br />V. <br />—` la 5 C4i <br />U <br />�C6 <br />y <br />ROfiESStO <br />01`� <br />elf ldlP}tt to1�,,.� <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 <br />7th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's <br />signature and seal. <br />.... <br />a8 <br />N <br />V m C - <br />M V k LL <br />Q C LL <br />—! W <br />D <br />J < L LLul <br />Z _ 113 � <L <br />�.rL <br />M•16NCD O <br />-;, 0 <br />02" <br />ED <br />J <br />LL ZdoN Z Q <br />N <br />Z OU a <br />- <br />W Ell] <br />(D M <br />Z CO <br />z <br />i z- <br />13 <br />Q <br />V) z v <br />VJ o <br />LL <br />4--J <br />(a w m <br />O w s <br />to <br />c'n <br />(a r— <br />N <br />o <br />CAD <br />W <br />M <br />o � <br />Z <br />a <br />r <br />C <br />zo <br />zN <br />¢n <br />CL C)Z <br />E V <br />�0 <br />o a <br />QQ o <br />�0 <br />cn <br />VDU <br />DQ <br />Z— <br />E <br />CV <br />W i <br />ao <br />o <br />a <br />�w <br />a <br />Y <br />°m <br />m 0 <br />z <br />zR�a <br />en N <br />J? <br />WU' m <br />E N <br />N > <br />pp <br />�ij <br />W <br />" <br />o <br />U W <br />�LL <br />z <br />= <br />CO <br />v <br />o¢ <br />zIa <br />O— <br />o 3 <br />C <br />Fee, <br />V <br />C1.4 <br />C^ <br />VJ <br />T <br />� <br />�_ <br />co <br />T <br />_ <br />CD <br />CD <br />M <br />n(0 <br />s+ Y <br />o <br />C m <br />O <br />80 <br />E m <br />o <br />'— <br />M N <br />C)CD <br />C <br />0 N <br />E <br />z <br />p �; <br />E CO <br />Z <br />to <br />a <br />o <br />U Q t7 <br />JOB <br />NO: 22-06595-06588 <br />SCALE : AS NOTED <br />SHEET NO. <br />10 <br />C- <br />
The URL can be used to link to this page
Your browser does not support the video tag.