Laserfiche WebLink
,,. ..,i a. NI ii IT, 1 a, , _ . - I. a., a a. I [ ne-- <br />rn <br />3 <br />m <br />00 <br />P1M <br />LO <br />1.0 <br />cn <br />0 <br />-Q <br />0 <br />a <br />93 <br />J <br />`�` <br />�O <br />I <br />N <br />r <br />m <br />00 <br />M <br />L0 <br />0 <br />Cr <br />a <br />0 <br />0 <br />rn <br />co <br />b <br />I <br />N <br />an <br />0 <br />Cr <br />0 <br />Q <br />Qa <br />a <br />N <br />N <br />C <br />a <br />E <br />E <br />0 <br />C <br />01 <br />J <br />y <br />Lz: <br />0 <br />.s <br />CL <br />y <br />0 <br />a <br />0 <br />U <br />J <br />0 <br />i.� <br />N <br />N <br />00 <br />M <br />a <br />0 <br />a <br />0 <br />0 <br />H,B. J <br />TYP @ 2 STORY S6 <br />��AC <br />+42" SLOPING <br />AC <br />PAD PAD <br />- <br />GG r0 <br />HALF WALL <br />J <br />_TYP <br />S3 <br />S6 <br />@ 2 STORY <br />- <br />fin <br />Q ----- <br />sIN <br />60 <br />00 <br />8112-- <br />o <br />-__�o <br />q <br />C/) O <br />,- <br />I I I <br />■ <br />FAMILY RM <br />rn <br />M <br />4----- <br />-- <br />FLEX <br />-5 <br />8-8 FLAT CLG. <br />3x3 P.L.1.8E <br />15----_ <br />CARPET <br />W/ HTT4 @ BASE <br />8'-8" FLAT CLG. <br />-4 s <br />_ <br />io <br />---- <br />CARPET <br />STOR. <br />M <br />_r <br />I I = <br />_3 <br />CLG. <br />N <br />2 SLOPE <br />rGGS3 <br />+42" SLOPING <br />H2 <br />0 <br />HALF WALL <br />- - - - - - - - - <br />ENTRY <br />HDR AT 74" <br />19'-102 <br />I7 <br />3 <br />,1 <br />-5 <br />41_ <br />FLAT CLG. AF <br />I0 <br />- <br />,a34" <br />00 <br />r <br />' <br />. M <br />, <br />11 <br />FOYER B <br />oo <br />iA <br />4'-2" 2-3" <br />I <br />I <br />8'-8" FLAT CLG. 3068 I <br />u_ <br />- -- <br />I F� I <br />I 1 <br />I <br />l <br />t. <br />I <br />i CV <br />...--L- I W.H. <br />I D.W. I I n l <br />S3 <br />M <br />o <br />� <br />L J 1 I 2'-6" <br />SIN W/DISP I <br />_J BUILDER TO PROVIDE <br />r----------- <br />I NOTE: FINISHED <br />WALLS TO BE FLUSH. <br />CAFE <br />J <br />�H E LL:APPLIANCE <br />I VERIFY IN FIELD. <br />I <br />O O <br />_' <br />- -m I PROTECTION WHEN <br />CO <br />fin 00 <br />8'-8" FLAT CLG. a� <br />26 4' 8'-8" LAT CLG. � REQUIRED PER FBC <br />I <br />21'-8" <br />I <br />o <br />CARPET <br />IL <br />I <br />PAT I C�' <br />1 4 3'-0" 2'-2" <br />14 0 <br />510 <br />0 <br />RANGE i_ <br />I <br />I <br />I <br />30 -,o`to <br />L r <br />- --- :0- <br />O . <br />�- __. <br />� <br />- <br />O <br />_ <br />-a- 0C wro <br />I o <br />I <br />I <br />HDR AT T-4" <br />34"X3 J" P.L. 1.8E <br />I ' S3 UPLIFT <br />= 1 <br />I <br />I w <br />I <br />I I <br />- <br />_. �_---- <br />J <br />2668 <br />�t <br />W/ HTT4 @ BASE <br />+_- <br />- EDGE OF SLAB 2" <br />I O <br />uJ <br />I <br />I T <br />co <br />S6 <br />I <br />I <br />I <br />PLUMBING LINE TO cq <br />SECOND FLOOR <br />L <br />BEYOND WALL <br />- <br />I 0 <br />I <br />I <br />N <br />TYP @ 2 STORY <br />x6WALL <br />i <br />BEDROOM 6 <br />- H2 2 <br />I <br />CAR GARAGE I <br />I <br />I <br />I <br />i <br />-- <br />;- <br />I <br />l <br />l <br />U) o <br />8'-8" FLAT CLG. <br />CARPET GG <br />2868-5 G. <br />�_ _ : - _ <br />L <br />x6WAL00 <br />8'-8" FLAT CLG. AFF I <br />I <br />I <br />I <br />I <br />I <br />! <br />_...__. <br />8` 8'FLATCLG. <br />- <br />w PLUMBING LINE TO <br />I <br />I <br />I <br />-- I <br />1" 0" t 2' <br />- <br />11'-4" <br />-- 1 <br />;- -- <br />6-1 ' <br />w SECOND FLOOR <br />p <br />21' f I <br />I <br />I <br />r- I ti <br />TB m <br />m <br />PAFVTR --1-- _C <br />8`8 <br />o <br />L------------ <br />�I _I <br />0I 00 c' <br />= <br />L �rCLG.--i- u� <br />K <br />_z <br />FIBERGLASS I -' o <br />T LE <br />D VERIFY <br />OCATION S4 TYP. <br />OP <br />cc�N SURROUND° <br />S3 ELECTRICAL <br />PANEL <br />EGRESS <br />5-SH 16" DEEP <br />1641 <br />25-SH <br />G)TYPO @ 2 STORY 53 <br />VERIFY METER <br />LOCATION WITH <br />BUILDER <br />im <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />H1 <br />(2) - 2X6 #2 SYP W/ 1/2'" <br />FLITCH PLATE <br />H2 <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H3 <br />(2) - 2X10 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H4 <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />H5 <br />(2) -1 3/4" X 11 1/4 LVL <br />2.0E Fb=2950 <br />H6 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.0E Fb=2950 <br />H7 <br />(2) - 1 3/4" X 16" <br />LVL 2.0E Fb=2950 <br />H8 <br />(2) - 1 3/4" X 7 1/4" <br />LVL 2.0E Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FLITCH PLATE <br />Bearing Wall Call Out When <br />Straps are Required <br />* VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED <br />*' SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND <br />REQUIRED STUDS <br />WINDOW SCHEDULE <br />SIZE <br />R.O. CMU <br />(Flange) <br />R.O. FRAME <br />(Fin) <br />TYPE <br />12 <br />20X26 <br />18JX25J <br />S.H. <br />13 <br />20X38J <br />184X37J <br />S.H. <br />14 <br />20 X 50 J <br />1812 X 50 <br />S.H. <br />15 <br />20X63 <br />184X62J <br />S.M. <br />16 <br />20X72 <br />184X71 J <br />S.H. <br />11­12 <br />271/4X26 <br />26X25J <br />S.H. <br />1H3 <br />271/4X38J <br />26x371 <br />S.H. <br />11-114 <br />274X50J <br />26x50 <br />S.H. <br />11­15 <br />27JX63 <br />26X621/2 <br />S.H. <br />1H6 <br />27JX72 <br />26X711/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 J X 25 1/2 <br />S.H. <br />23 <br />37 J X 38 J <br />36 J X 37 3/4 <br />S.H. <br />24 <br />37 J X 50 J <br />36 4 X 50 <br />S.H. <br />25 <br />37 J X 63 <br />36 J X 62 1/2 <br />S.H. <br />26 <br />37JX72 <br />36JX711/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52 J X 25 J <br />S. H. <br />33 <br />54 X 38 J <br />52 4 X 37 3 <br />S.H. <br />34 <br />54 X 50 J <br />52 J X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 X 71 <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />S.H. <br />DOUBLE 39X59 <br />79 X 59 <br />N/A <br />S.H. <br />MAY 17 2023 <br />VV <br />Virtual Review Assist, Inc. <br />Plans Review completed and appr ved <br />for compliance with the 2020 FBC 7th Edition <br />by Debra Anne I(lahr PX2300 <br />FIRST FLOOR PLAN - ELEV-131 <br />SCALE: Y4'=1'-0" <br />General Notes <br />R302.5 Dwelling/Garage Opening/Penetration Protection <br />Opening and penetrations through walls or ceilings separating the <br />dwelling from the garage shall be in accordance with sections <br />R302.5.1 through R302.5.3. <br />R302.5.1 Opening Protection <br />Openings from a private garage directly into a room used for <br />sleeping purposes shall not be permitted. Other openings between <br />the garage and residence shall be equipped with solid wood doors <br />not less than 1-3/8" in thickness, solid or honeycomb -core steel <br />doors not less than 1-3/8" thick, or 20-minute fire -rated doors. <br />R302.5.2 Duct Penetration <br />Ducts in the garage and ducts penetrating the walls or ceilings <br />separating the dwelling from the garage shall be constructed of a <br />minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid <br />nonmetallic class 0 or classl duct board, or other approved <br />material and shall not have openings into the garage. <br />R302.5.3 Other Penetrations <br />Penetrations through the separation required in Section R302.6 <br />shall be protected as required by section R302.11, Item 4. <br />R302.6 Dwelling/Garage Fire Separation. <br />The garage shall be separated as required by Table R302.6. <br />Openings in garage walls shall comply with Section R302.5. <br />Attachment of gypsum board shall comply with Tab;e R702.3.5. <br />The wall separation provisions of Table R302.6 shall not apply to <br />garage walls that are perpendicular to the adjacent dwelling unit <br />wall: <br />• From the Residence & Attics - Not Less than 1/2" Gyp. Ed. or <br />equivalent applied to garage side, <br />• From Habitable Rooms Above Garage - Not Less than 5/8" <br />Type-X Gyp. Bd. or equivalent. <br />• Structure(s) Supporting Floor/Ceiling Assemblies - Not Less <br />than 1/2" Gyp. Bd. or equivalent. <br />• Garages Located Less Than 3 Feet From Dwelling On The <br />Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied <br />to the interior side of exterior walls that are within this area, <br />R312.2.1 Window Sills <br />In dwelling units, where the top of the sill of an operable window is <br />located less than 24 inches (610 mm) above the finished floor and <br />greater than 72 inches (1829 mm) above the finished grade or <br />other surface below on the exterior of the building, the operable <br />window shall comply with one of the following: 1. Operable <br />windows with openings that will not allow a 4-inch-diameter (102 <br />mm) sphere to pass through the opening where the opening is in <br />its largest opened position. 2. Operable windows that are provided <br />with window fall prevention devices that comply with ASTM F2090. <br />3. Operable windows that are provided with window opening <br />control devices that comply with Section R312.2.2. <br />Chapter 45 Private Swimming Pools <br />Outdoor swimming pools shall be provided with a barrier <br />complying with R4501.17.1.1 through R4501.17.1.14. <br />M1507.2 Re -circulation of Air <br />Exhaust air form Bathrooms and toilet rooms shall not be <br />re -circulated within a residence or to another dwelling unit and <br />shall be exhausted directly to the outdoors. Exhaust air from <br />bathrooms and toilet rooms shall not discharge into an attic, crawl <br />space or other areas inside the building. <br />GAS APPLIANCES <br />G.C. to verify location of gas riser before commencement of work. <br />Where gas water heaters are installed. Water heaters shall be <br />installed a min. of 18" above flr. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />DA <br />+29.7 / -32.2 <br />© <br />+29.7 / -39.7 <br />+28.3 / -30.8 <br />(D <br />+28.3 / -37.0 <br />OE <br />+26.6 / -29.1 <br />OF <br />+26.6 / -33.5 <br />OG <br />SEE SN SHEET HO SEE SN SHEET <br />140 MPH <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />"ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +29.7 / -39.7 <br />WALL LEGEND <br />TYP. 2x FRAME WALL <br />BEARING WALL <br />INTERIOR BEARING WALLS NOTED "FLOOR BEARING <br />ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND <br />REQUIRES NO UPLIFT CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION 1113111 <br />FIRST FLOOR LIVING AREA 1324 <br />SECOND FLOOR LIVING AREA 1762 <br />LIVING TOTAL 3086 <br />GARAGE 496 <br />ENTRY 30 <br />TOTAL AREA 3612 <br />PATIO 24 <br />INSULATION REQ. <br />LOCATION I R-VALUE / TYPE <br />EXT CONC WALL <br />EXT FRAME 2 x 4 <br />EXT FRAME 2 x 6 <br />CONDITIONED CEILING <br />R-4.1 HIGH PERM <br />R-11/R-13 KRAFT FACED <br />R-19 KRAFT FACED <br />R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />M <br />GV <br />O <br />cv <br />`��;Ati330dg' <br />PP <br />is <br />o <br />q` <br />.,t( LE�v:� aP co <br />is 04` • <br />�, ' • ti\ .'' °.� <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained <br />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 />W E <br />0 <br />t <br />$ N <br />°co <br />N <br />N N @ <br />; <br />0 <br />M J3 <br />M 0 <br />u w <br />o_ d <br />CN» <br />- o rn <br />CIL <br />Z <br />0 O <br />NCO <br />ogtiZ, <br />m L Q <br />d m <br />W rn cp <br />z <br />Z <br />co Z <br />LMLW <br />U O <br />N <br />z U <br />O <br />F=- <br />❑❑❑ <br />Z <br />W <br />0 0 <br />z <br />Q <br />J <br />N <br />N z <br />C7 0 <br />+, <br />Lij <br />Q � <br />U <br />OL11a <br />Ly N <br />�tn � <br />cn <br />r- <br />U �+ <br />W J <br />- e <br />z9 <br />8 <br />U o <br />C W <br />Q o <br />a. <br />N Ol <br />cD <br />Y <br />M <br />M <br />o <br />LL <br />ce E <br />wo <br />go <br />>N <br /><R <br />C, 0 <br />E V <br />o LL <br />Z <br />oa <br />-co 9U <br />2g <br />offi <br />�` E <br />GO <br />p¢ <br />z <br />S< <br />Rz <br />N � <br />F <br />< <br />o <br />Qo <br />wz <br />cn <br />a <br />mo <br />c, <br />Z <br />m a�i <br />m <br />a� <br /><w <br />�Z <br />o< <br />go <br />can <br />? <br />a <br />w <br />M <br />� o <br />aLL <br />~ r <br />'3 <br />Jz <br />x_F <br />> =O <br />O <br />M <br />v <br />w <br />zlao <br /><L F <br />o 3 <br />> (,� <br />U') <br />rn <br />.--�L0 <br />Q <br />0 <br />J o <br />d. <br />O <br />"""'+ <br />m <br />LO <br />T <br />' U) <br />O N <br />00I <br />LL N <br />O <br />.Q LO 00 <br />LO <br />a � fM <br />T <br />a) <br />E <br />2:1 CM <br />c T <br />o <br />Z <br />� <br />z <br />� <br />N <br />E O <br />c <br />f9 <br />E o �o m <br />a�i <br />d <br />U J Q Cl <br />J <br />30B <br />NO : 23-02469 <br />SCALE : AS NOTED <br />SHEET NO. <br />1.1 <br />