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36504 Flats St
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36504 Flats St
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Last modified
2/26/2025 6:35:26 PM
Creation date
2/18/2025 4:16:04 PM
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Building Plans
Street #
36504
Location
Flats St
Contractor
Lennar
Building Plans - Permit #
Unknown
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C. <br />BUILDER TO PROVIDE <br />'-6" <br />2 APPLIANCE PROTECTION <br />I I <br />I <br />OPENING <br />8'-0" CLG. <br />rB_ <br />b <br />-1 <br />V-011 CLG <br />WHEN REQUIRED PER FBC <br />I <br />I <br />CARPET <br />00 <br />TI <br />E <br />CAR PET L <br />2 C AR GARAGE <br />-(r <br />- <br />U) <br />U) <br />MW <br />1 C14 <br />1 171-8" <br />T-8" <br />8'-0" CLG. <br />20'-O�2�" <br />4. <br />40 <br />02: " <br />'l,ir <br />W <br />T-10, <br />2668 <br />0 <br />HANSON <br />9 <br />I i <br />BOX @ 36" <br />EDGE OF SLAB 2" <br />B EYOND WALL <br />1 <br />;_3 <br />I--- - <br />- I 1 <br />--- <br />A.F.F. <br />-:9, <br />50"x36" <br />DRYER VENT <br />\D <br />K <br />S3 <br />1 <br />�)SHOWERi <br />HRU ROOR-,, <br />0 <br />00 <br />to <br />00 <br />cli <br />,- (3) 2x4 #2 SPF W/ FIBERGLASS <br />V -- c'm <br />0 <br />- - - - - - <br />WS <br />DTT2Z @ BASE _%LFRLROUND <br />HA LL"11�1�171�171 <br />TP <br />TYP @ 1 STORY <br />I <br />--- ____ <br />- - -1 <br />-z- �_ <br />If I I <br />PT. W OPT. D <br />, <br />51-1 it <br />4'-0"1 <br />1 <br />4- <br />I J �) <br />t A <br />�, �3 <br />11 <br />U <br />IIX <br />V;, <br />Ell <br />NOTE: FINISHED <br />I I <br />WALLS TO BE I <br />AHU <br />I <br />FLUSH. VERIFY IN I <br />8- Cl� G. <br />FIELD. <br />ILE- <br />- - - - - - - - - - - <br />C <br />L8:j <br />(3) 2x4 #2 SPIF W/ <br />3 G.T. <br />s <br />R.A.G., <br />DTT2Z @ BASE <br />? <br />U) <br />FAMILY RM <br />2:12 VAULTED CLG. <br />9'-4" CLG. <br />1111111 <br />CARPET <br />FOYI <br />3068 <br />"U'r <br />!1 <br />to <br />1 <br />9'4' <br />CL 3.., 1.1 0 1 <br />'ENTRY <br />7 <br />23'-8" to <br />T-10" <br />T-8" <br />10'-1()83" <br />TILE <br />T-6 '-3" 1 <br />1 8'-0" CLG. <br />4-4 <br />HDR AT T-4" <br />i!Fr7= I I I <br />2668 <br />'JAGo <br />- <br />- - <br />R&S <br />- - - - <br />R&S <br />2668 <br />I 7'-6" <br />4'-0" <br />iv 8 <br />6'.10" c4 <br />4'-7" 8'-8- <br />64" <br />14'-6" <br />5. <br />5068 B.F. <br />4068 B.F. <br />OPT. <br />PATIO CAFE <br />--- <br />b <br />_T REF. <br />- - -I- <br />I I a <br />BEDROOM <br />2 <br />00 :rc� Z <br />to <br />00 W <br />L6 <br />cow <br />- - - - - - <br />- - - - - - - <br />VAULT. CLG <br />0.0%. <br />r-- -1 <br />8'-0" CLG. <br />CARPET <br />BEDROOM 3 <br />ATIH P <br />BEDR80M 4 <br />8'-O"ICLG. <br />MOO <br />W_ <br />CD <br />_J <br />N 0 <br />D.W . <br />8'-0" CLG. <br />_FF-L" <br />7 <br />00 CARPET <br />00 / 1 <br />7 <br />C,4 <br />CARPET <br />I ULU. <br />CA PET <br />21'-2" <br />ar <br />1 7-2 J 2'-12" <br />10-4- <br />10'42 <br />7-4 5'- <br />--VikUL I. CLG� <br />b <br />C6 <br />co <br />1-0 <br />1 <br />TP <br />F-: I <br />co <br />TI <br />NT RY a- <br />. w <br />0� <br />TYP @ 1 <br />- <br />RA <br />Lu <br />1:Lu <br />W <br />STORY <br />Wo <br />F4AT C LG Lh, <br />36 <br />FIBERGLASS <br />SURROUND <br />I <br />------- 07- - - <br />:10 <br />�-SH <br />16 DEEP <br />- <br />25-SH <br />25-SH <br />H.13� EGRESS <br />EGRESS <br />A <br />S3 <br />291-811 <br />151-101, <br />19'-6" <br />65'.0" <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 112" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FILITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W1 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 1 3/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br />(2) - 13/4" X 16" <br />LVIL 2.OE Fb=2950 <br />(2) - 13/4" X 7 1/4' <br />LVL 2.OE Fb=2950 <br />(2) - 2X4 #2 SYP W/ 1/2" <br />Follow Q/S4. See Plan for <br />RAG <br />FILITCH PLATE <br />Bearing Wall Call Out When <br />I 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 />20 X 26 <br />18 X 25 <br />S.H. <br />13 <br />20 X38 J <br />18 X 37 <br />S.H. <br />14 <br />20X50J <br />18 J X 50 <br />S.H. <br />15 <br />20 X 63 <br />18 4 X 62 J <br />S.H. <br />16 <br />20 X 72 <br />18 J X 71 J <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26 X 25 J <br />S.H. <br />1113 <br />27 1/4 X 38 J <br />26 x 37 1 <br />S.H. <br />11-14 <br />27JX50i <br />26 x 50 <br />S.H. <br />1115 <br />27JX63 <br />26 X 62 1/2 <br />S.H. <br />11-16 <br />27 J X 72 <br />26 X 71 1/2 <br />S.H. <br />22 <br />37 J X 26 <br />36 4 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 501 <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 />37 J X 72 <br />36 J X 71 1/2 <br />S.H. <br />DOUBLE 2 WIDE <br />75" TALL <br />73 4 WIDE <br />S.H. <br />32 <br />54 X 26 <br />52JX25J <br />S.H. <br />33 <br />54 X 38 J <br />52 J X 37 J <br />S.H. <br />34 <br />54 X 501 <br />524 X 50 <br />S.H. <br />35 <br />54 X 63 <br />52 4 X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 J <br />S.H. <br />39X59 <br />40 X 59 <br />N/A <br />H. <br />DOUBLE 39X59 <br />79 X 59 <br />NIA <br />S.H. <br />FqTIE WALLS TOGETHER BY ROTATING <br />BLOCKS EVERY OTHER COURSE <br />FLOOR PLAN - ELEV-Bl <br />SCALE: Y4"= V-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 R302.1 1, 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. Bd. 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 />41 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 />M 1507.2 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 fir. per FBCR G2408.2. Except where <br />appliances that are listed as flammable vapor ignition resistant. <br />OPENING PRESSURES <br />ENCLOSED - EXPOSURE "C" <br />+29.7 -32.2 <br />+29.7 / -39.7 <br />+28.3 -30.8 <br />+28.3 / -37.0 <br />+26.6 -29.1 <br />F <br />+26.6 / -33.5 <br />SEE SN SHEET SEE SN SHEET <br />140 MPH miiiiw <br />NOTE: WIND SPEED INDICATED ABOVE IS AN <br />H ULTIMATE" WIND SPEED. THE WIND PRESSURES <br />LISTED ABOVE ARE ALLOWABLE PRESSURES <br />SOFFIT DESIGN PRESSURE <br />1 +29.7 / -39.7 <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 11131 " <br />1ST FLOOR LIVING AREA 1936 <br />LIVING TOTAL 1936 <br />GARAGE 416 <br />ENTRY 24 <br />TOTALAREA 2376 <br />PATIO 23 <br />INSULATION REQ. <br />LOCATION <br />R-VALUE /TYPE <br />EXT CONC WALL <br />R-4.1 HIGH PERM <br />EXT FRAME 2 x 4 <br />R-1 1/R-1 3 KRAFT FACEF <br />EXT FRAME 2 x 6 <br />R-1 9 KRAFT FACED <br />CONDITIONED CEILING <br />R-30 BLOWN -IN <br />I (INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION <br />(GARAGE / LIVING) <br />R-11/R-13 KRAFTFACED <br />C= <br />?ell <br />a= <br />C, <br />01 <br />-9 <br />cin C-4 <br />:"< <br />LJ_ <br />. <br />4A 9N <br />to <br />E <br />CIS <br />U <br />C <br />20 <br />E <br />20 <br />C3- <br />-,N <br />0 0 Al <br />S <br />C14 <br />< <br />0 <br />0) k-M-4 <br />F LO <br />Qw <br />0 0 <br />To the best of the Engineees knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Fiords Building Code - <br />Residents[ <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 />E <br />04 <br />6 E? 4 <br />0 <br />4! �; � % - <br />t- , V S <br />LL <br />L-L <br />z <br />M LL U_ Q. <br />_J <br />0 <br />0: <br />W <br />0 <br />z <br />IL <br />2 z; ZO <br />Cl) <br />a <br />z <br />04 <br />6 U <br />W <br />17" 7 <br />Cz <br />(Dra <br />4--J <br />.F <br />III "F <br />a <br />JM <br />0 <br />E <br />E <br />E <br />z <br />E <br />00 <br />04 <br />(1) <br />"s <br />CO C <br />C <br />.8 <br />0 <br />z <br />cu <br />z <br />LD <br />W <br />0 <br />LO <br />LO <br />< <br />CU <br />J LO <br />LO <br />Cr <br />.2 <br />M <br />CID <br />LO <br />< <br />0 <br />U) <br />.4 04 <br />M 2i <br />T_ <br />.0 <br />U_ C'4 <br />to <br />0) <br />LO <br />cz� <br />E <br />CY) <br />6 <br />z <br />z <br />E 0 <br />a. <br />E <br />0 0 <br />_J <br />JOB <br />NO: <br />22-12368 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />Uk <br />UJI <br />
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