Laserfiche WebLink
C1`1 <br />n <br />LO <br />U') <br />C14 <br />q <br />CN <br />1� <br />Ckl <br />a; <br />e�o <br />04 <br />11) <br />rl) <br />q <br />Cr <br />W3 <br />Cq <br />8 1 <br />e <br />0- <br />L= <br />-N <br />2 <br />CD <br />IT <br />:;t <br />Aft" <br />22'W x 30"H MIN. <br />ATTIC ACCESS <br />(THROUGH WALL) <br />� �3 <br />43'-8" <br />36-0" <br />T-8" 0 <br />9'-2" <br />26-110" <br />3 <br />3 <br />D2 <br />D2 <br />\2 <br />251H <br />EGRESS <br />C? <br />1 V-81" <br />T-4- <br />60 <br />20--1 1 2 <br />1 <br />BEDRO M 6 <br />8'-0" FLAT C G. <br />;,T <br />CARPET <br />C14 <br />LOFT <br />T-7" 4'-l" <br />T-9 <br />8'-0" FLAT CLG. <br />CARPET <br />00 <br />C14 <br />1b <br />- <br />14 za <br />12 <br />5068 <br />L <br />U <br />F <br />R&S <br />I <br />C,J <br />00 <br />(0 <br />CN <br />H1 <br />J <br />9 <br />8 <br />+42" HALF <br />WALL <br />A/C CHASE <br />-aT- <br />13'-7" <br />- - - - - - - - - - - r____ <br />T-72 <br />=7_ 7-:: <br />--- - - - - - - <br />- --- <br />- - - - <br />L <br />NV �22. 10'A" <br />AVI <br />4'-0;11' <br />'=2 1,�CC4 <br />71-3" <br />I AN <br />0? <br />R&S <br />2068 <br />- - - - - - - <br />I <br />LLJ <br />W. I. C. <br />U) Lou <br />(n <br />8'-0" FLAT CLG ob <br />-t -_ <br />(0 <br />G.T. <br />cr <br />CARPET <br />00 <br />00 <br />BA. 3 <br />(n I <br />L <br />M in <br />co <br />CIO <br />19 <br />ED <br />C14 <br />§'-0" CLG. <br />F� <br />Ca <br />a I <br />U') <br />64" <br />4'-421" <br />16,-4,,TILE <br />1 V-4" <br />2'1 <br />2'41 <br />TI3 <br />CHASE <br />C\J <br />TP, <br />-00 <br />BEDROOM 4 <br />BEDROOM 3 <br />BEDR09M <br />5 <br />8'-0" FLAT CLG. <br />I UL <br />8'-0" FLAT CLG, <br />8'-0" FLAT <br />LG. <br />CARPET <br />I <br />T I Ca <br />CARPET <br />CARPEr <br />r3 <br />Ir <br />LO <br />No <br />FIBERGLASS <br />�2 <br />SURROUND <br />@211, <br />25- <br />EGP <br />SH <br />ESS <br />@ <br />25- <br />EG <br />SH <br />ESS <br />0 <br /><�> <br />0 <br /><�>@ <br />91-10.1 <br />17'-8" <br />16-2" <br />0. <br />43'-8" <br />F, <br />04 <br />F_ <br />;0 <br />4) <br />HEADER SCHEDULE <br />MARK <br />HEADER SIZE <br />REMARKS <br />(2) - 2X6 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X8 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X1 0 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 2X12 #2 SYP W/ 1/2" <br />FLITCH PLATE <br />(2) - 1 3/4" X 11 1/4 LVL <br />2.OE Fb=2950 <br />(2) - 13/4" X 9 1/4" <br />LVL 2.OE Fb=2950 <br /><e>(2) <br />- 13/4' X 16- <br />LVI_ 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 />Straps are Required <br />VERIFY W1 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 />18JX25J <br />S.H. <br />13 <br />20 X 38 J <br />18JX37i <br />S.H. <br />14 <br />20 X 50 J <br />18 Jx 50 <br />S.H. <br />15 <br />20 X 63 <br />18JX 62J <br />S.H. <br />16 <br />20X72 <br />184X 714 <br />S.H. <br />11-12 <br />27 1/4 X 26 <br />26X25J <br />S.H. <br />111­13 <br />27 1/4 X 38 J <br />26 x 371 <br />S.H. <br />11-14 <br />27JX 501 <br />26 x 50 <br />S.H. <br />11-15 <br />27JX63 <br />26 X 62 1/2 <br />S.H. <br />1H6 <br />27JX72 <br />26 X 71 1/2 <br />S,H. <br />22 <br />37JX26 <br />36 4 X 25 1/2 <br />S,H. <br />23 <br />37 J X 38 J <br />364X 37 3/4 <br />S.H. <br />24 <br />37JX50i <br />36 J X 50 <br />S.H. <br />25 <br />37 J X 63 <br />364X62 1/2 <br />S.H. <br />26 <br />37 J X 72 <br />36 4 X 71 112 <br />S.H, <br />DOUBLE 2 WIDE <br />75" TALL <br />73 J WIDE <br />S.H. <br />32 <br />54 X 26 <br />52JX254 <br />S.H. <br />33 <br />54 X 38 J <br />52JX37i <br />S.H. <br />34 <br />54 X 501 <br />52JX 50 <br />S.H. <br />35 <br />54 X 63 <br />52 J X 62 J <br />S.H. <br />36 <br />54 X 72 <br />52 4 X 71 <br />S.H. <br />39X59 <br />40 X 59 <br />N/ <br />S.H. <br />DOUBLE 39X59 <br />79X59 <br />N/A <br />S.H. <br />SECOND FLOOR PLAN - ELEV-B1 <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 shalt 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 518" <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 />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 />rA') <br />+29.7/- <br />+ <br />+28.3 / -30.8 <br />+28.3 / -37.0 <br />+26.6 / -29.1 <br />+26.6 / -33.5 <br />N ET H SEE SNSHEET <br />SEES SHE <br />9 z <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 />WALLLEGEND <br />MASONRY HGT. @ 8-4- A.F.F. <br />MASONRY HGT. @ 9'-4" A.F.F. <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 UPLIF7 CONNECTORS TO FLOOR <br />SYSTEM <br />AREA TABULATION 11131 11 <br />FIRST FLOOR LIVING 1816 <br />SECOND FLOOR LIVING 1510 <br />LIVING TOTAL 3326 <br />GARAGE 453 <br />ENTRY 66 <br />TOTALAREA 3845 <br />PATIO 24 <br />INSULATION REQ. <br />/ TYPE <br />EXT FRAME 2 x 4 R-1 1/R-13 KRAFT FACED <br />EXT FRAME 2 x 6 R-19 KRAFT FACED <br />CONDITIONED CEILING R-30 BLOWN -IN <br />(INSTALL BAFFELS AT EAVE) <br />GARAGE SEPARATION I R-11/R-13 KRAFT FACED <br />(GARAGE / LIVING) <br />oll cc C.3 C.� <br />E <br />-J� ca <br />W <br />W <br />M <br />11.0 <br />E <br />0 <br />W 11�0 <br />�3?�o <br />0 <br />-�SE 4 0', <br />Z� <r -.1 <br />0 J om <br />ci <br />FL <br />SS1 0,0 <br />N\s <br />11111, 111111100 <br />To the best of the 5ngineses 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 />W <br />1- <br />a E <br />8 M, 8 <br />N Ch 53 <br />0 <br />Co '120 <br />Z % <br />04 0 �7' <br />--, ! t L-L <br />LL <br />Z <br />0 <br />M LL <br />_J Lu <br />R <br />lri 0 <br />W <br />10 C94 <br />:3 0 <br />Ix <br />z <br />LL <br />co Lu <br />C5 <br />Z <br />C14 0 <br />0 <br />z <br />W <br />Q W <br />0 <br />0 C') 'n <br />C14 V) <br />0 1 <br />z P <br />CL <br />o <br />ra <br />Cn <br />LU <br />U <br />0 <br />Rig <br />< <br />C1> <br />E <br />r-L <br />E <br />ao <br />W <br />co <br />W <br />Z <br />mo <br />8 <br />8 <br />Z8 <br />W <br />W� <br />V5 <br />0 <br />U) <br />L0 <br />M <br />F- <br />Q <br />0 <br />co L0 <br />0 <br />:3 <br />LO <br />V� <br />U) .2 <br />M <br />M <br />LO <br />0 <br />0) <br />0 <br />C) <br />C'-4 <br />0) <br />Cy') <br />CY) <br />00 <br />E <br />LO <br />0 <br />E C) <br />a. <br />E <br />0 <br />0 _J <br />JOB <br />NO: <br />23-00525 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />1.2 <br />