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11 1 1 1 1 L_J - __ � I I , , , __ I _L_ I - I I I I - I I - - - - __ - I - - C7. CAD LO LO 42 7� LO co LO Ul) 42 C) -6. L0 V) :9 Q c� E E 0 41, LZ 0 Cl) 2- CL E .2 C14 C14 CD I lv� ;t XMIA <8> 22"W x 30"H MIN. ATTIC ACCESS (THROUGH WALL) A-l'-A" 36-0" 7'-8" 9'-2" 26-10" 3 3 D2 D2 HI 25_� 30 EGRESS I? 11 T-4" 00 20'-11-1- 2 BEDROOM 6 8'-0" FLAT C -G. x CARPET en N co 16 LOFT T-7 4'-1- T-9" ir co -r,- z 8'-0" FLAT CLG. CARPET 04 12 5068 F T Ln C14 00 9 - - - - - - - 04 C14 8 - - - - - - - - - - - - - - - - - - R&S 7 ---- +42" HALF 6 - - - - - - WALL A/C CHASE I 4 3'-721" 7-1" 13'-7] - - - - - - - - - - - r____ Noma (2)2656 7'-0" I ! 314lI �22, 4' 041" 11 A�Tl =2 #�CC4 L9 1 7-3" '4' R&S 2068 - - - - - - - I Lu = LG.T. W. I. C. I Lu IN C� I 8'-0" FLAT CLG. I G.T. CARPET 7k . --- 1 00 (0 K�R (D C14 Co CID BA. 3 I co I U_ 00 U? ;0 cr LO 64" 2'-4'. 4-421" 1 V-4" 12-41. 1 V-8" T _J CHASE N TP T-1-1 BEDROOM 4 BEDROOM 3 BEDRO 5 .1N 8'-0" FLAT CLG. 8'-0" FLAT CLG. 8'-0" FLAT LG. CARPET 00 CARPET CARPE (0 3 LO ir to FIBERGLASS D2 SURROUND 25-SH EGPESS 4) 25- EGFESS SH (5) 91-101, 17'-8" 16-2" 43'-8" 0 11 H HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2' FLITCH PLATE (2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fb=2950 (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2950 <e>(2) - 1 3/4" X 16" LVL 2.OE Fb=2950 (2) - 13/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for RAG FLITCH PLATE Bearing Wall Call Out When , Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 118JX25� S.H. 13 20 X 38 J 184X371 S.H. 14 20 X 50 J 18 J X 50 S.H. 15 20 X 63 18JX624 S.H. 16 20 X 72 18 J X 714 S.H. 1H2 27 1/4 X 26 26X25J S.H. 1H3 27 114 X 38 J 26 x 371 S.H. 1H4 27JX 501 26 x 50 S.H. 11-15 27 J X 63 26 X 62 1/2 S.H. 11-16 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 364X 25 1/2 S.H. 23 37 J X 38 J 36 J X 37 3/4 S.H. 24 37JX 501 36JX 50 S.H. 25 37JX 63 36 J X 62 1/2 S.H. 26 37JX 72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73JWIDE S.H. 32 54 X 26 52 J X 25 J S.H. 33 94 X 38J 52 J X 37 J S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 J X 71 J S. H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. SECOND FLOOR PLAN - ELEV-B1 SCALE: )/4"=V-0" General Notes R302.5 Dwelling/Garage Open ing/Penetration Protection Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Other openings between the garage and residence shall be equipped with solid wood doors not less than 1-3/8" in thickness, solid or honeycomb -core steel doors not less than 1-3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall not have openings into the garage. R302.5.3 Other Penetrations Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated as required by Table R302.6. Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tab;e R702.3.5. The wall separation provisions of Table R302.6 shall not apply to garage walls that are perpendicular to the adjacent dwelling unit wall: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools Outdoor swimming pools shall be provided with a barrier complying with R4501.17.1.1 through R4501,17.1.14. M 1507.2 Re -circulation of Air Exhaust air form Bathrooms and toilet rooms shall not be re -circulated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" +29.7 -32.2 +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SN SEE SN SHEET ru SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +29.7 / -39.7 WALL LEGEND 1711111111111771 MASONRY HGT. @ 8'-8" A.F.F. MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL I I I I BEARINGWALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 11131 11 FIRST FLOOR LIVING 1816 SECOND FLOOR LIVING 1510 LIVING TOTAL 3326 GARAGE 453 ENTRY 66 TOTALAREA 3845 PATIO 24 1 INSULATION REQ. LOCATION R-VALLIE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 4V2 Lu C= C= C= C14 CL:5 W 3.1 U, Ck: C2_ - �JJMIIII 11 zz., 0 L 0 'K 11\N To the best of the Engineers knowledge, information and belief, the structural plans and Specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 71h Edition, Engineees signature and seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and see). I&I E 4 0 co 8 5 co, C� C6 0) 0 C 0 Co N CD C _J u, MLLLL 0- �e CIL' z 9 0 15 .5 C,4 r� W 0 W CS 2 I T M z cc z; 0 0 C0 Z C14 < z W 0 m < cl- E3 U) ru LU J 0 LU 9 Ln ru U) LU E 8 < 0 44 CM CD - z< z Cl) U_ c6 E -0 ca. 0 E u �,s iT ns 0 0!1 00 0') 0 a zC1 CD, E C=) 04 H 01 �zs C,O C c Z Z (3) z CD ;0 z � 0 z W '0 C=) 0 C:) 10 5- ME 00 .2 L0 LO < M 0 co J (y) 00 0- C) C) U) M rn L_ LO -@-a 0 04 C'4 C) 04 -0 U_ 04 .0 co LO M M 04 a) E CV) 0 z E E 0 0 M _J 0 JOB NO: 22-12365 SCALE : AS NOTED SHEET NO.