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T 15 14 1 14 4 0 Cf) 0. BATH C0 'I E? ao TEMP OBSC L 9 60 0. BATH r x[Ell I HOOD V VARIES PER Fli PLAN TYPICAL HEADER i 0? V-4" I. T-4" 25'-0" 11-4"X 1 1-411 1111 SHAPE CMU COLUMN 10'-4" TYP. @ 2-STORY 35 SH V-0" 1 IL b AC PAD 00 CD Nr DINING 8'-8" FLAT Ci CARPET KITCHEN Z� GREAT RM < 7 8'-8" FLAT Ci BATHROOM 2 KITCHEN 1W pnon i . 70 1 CARPET VARIES, 2" LESS THAN CABINETS BELOW VARIES, MIRROR 24" TOWEL BAR ON WALL ABOVE TOILET MEDICINE CABINET 00 TOILET PAPER HOLDER 0, z 2z MN Cn NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS TOWEL BAR ON BATHROOM WALL SHWR. SHWR. CURTAIN HEAD ROD _, o- TOWELBAR TUB OR SHO SHWR. VALVES to to BATHROOMS, SHOWERS AND TUBS 0 TUB W W ;o DOUBLE RODS 99 In SINGLE ROD CLOSETS / LAUNDRY 42" H UPPER CABINETS 36- H UPPER CABINETS 30" H UPPER 1�- FOR LINEN CABINETS J FOR PANTRY OVERHANGS THAT EXCEED12"MAY REQUIRE A SUPPORT BRACKET 36" H BASE FINISHED CABINETS COUNTER TOP 30" H BAS 3E &9 CABINETS- LL t a: V &3 0 6P &D 2x FRAMING----_. 17 !6 1/2" GYP N BOARD - FIN. FLR. ;-- - I I I - . . FIN. FLR.1i -1 -1 2X P.T. SOLE PLATE - SHELVING ISLAND COUNTER CABINET BLOCKING PLUMBING LINE 9 TO SECOND FLOOR - CV) (A)= a U) UT- cli ALT I AC PAD -J i TYP. @ 2-STORY -I 1 5-4- 1 1 J'10.6 T-0" 8-4- 74" 4'-4" z (3) 2x4 #2 SPF 1/2 WALL L? 14 �ALL STUDS W/ (3) OR RAILING LO 16d NAILS AT PER SPECS C) Z ;Q BASE FLOOR G.T. '�-91 A 1 1 12608 '1 1 11 1 1 1 I Li I BF I I I I . I . _D : g 8� 8" FLAT � OPEN S S3 TILE 116 115 1 11 1 2111 2111 I 1 18 171116 IP 13 12 Ili TO ABV. L L- HEAR WALL b 3)12x4:#2 SPF� FLOOR G.T. y EDGE OF SLAB 2" ;TUDS W/�USP M Cr I.- LU Q& BEYOND WALL HT�i 6 �i @ BAS El .4 4 -5 7 4 7_0 LU z 2 0 BUILDER TO PROVIDE F&ER u>- P LLI -8 APPLIANCE PROTECTION 4 Fi, CLO. < 0 L) WHEN REQUIRED PER FBCO G) �'�&' TILE Up 0 > J co - -.1 Z LU 0 Z W1 USP L TA1 8 STRAPS - (CENTERtD) EACH SIDE OF J� < WALL TO U ABOVE FLOOR TRUSS 16" O.C. W 8 & �,�6� Ca TYP. @ - C) -J LU LL 2-STORY -8 LU LU GARAGE =: LU 0 -0 r- L.1% I %, LU I M. r-. r-. Z 0 L.L W U) > ENTRY ao 00 04 _J 0 8'-8" FLAT Ci z AFF KAE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TYP. @ 9 SINGLE FLOOR G.T - - - - - - - STORY Wx`16" CMU COLUMN UMN W1 6"xl 2" ABO\ `E E \-12"x12" CMU w/ (4) 4- K"� INTERGRATED INTO 1 0 #5 VERTICAL H B , �4 Typ. WALL W/ (2) #5 @ LO LI VERTICAL GARAGE 19-8 ]ME - - - - - - - - - - - - - - - - - - - - - -- -- -- -- - - - - - - - - - - --- - - - - - - - - - - - - - - 16070 OVERHEAD DOOR (R) :;t LO OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 -32.2 D (B� +29.7 / -39.7 +28.3 -30.8 +28.3 / -37.0 +26.6 -29.1 +26.6 / -33.5 SEE SN SHEET H SEE SN 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 WINDOW SCHEDULE SIZE R.O. CIMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 118�X25� S.H. 13 20 X 38 J 184X37i S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18JX621 S.H. 16 20 X 72 182' X 71 � S.H. lH2 27 1/4 X 26 26 X 25 J S.H. IH3 27 1/4 X 38 3 26 x 37 S.H. lH4 271 X 50 1 26 x 50 S.H. 1115 271X63 26 X 62 1/2 S.H. 1H6 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 � X 25 1/2 S.H, 23 37 J X 38 J 36 1 X 37 3/4 S.H. 24 37 J X 50 J 36 J X 50 S.H. 25 37 J X 63 36 � X 62 1/2 S.H. 26 37JX72 36 J X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 7312 WIDE S.H. 32 54 X 26 52JX25i S.H. 33 54 X 38 J 52 2' X 37 3 S.H. 34 54 X 501 5212 X 50 S.H. 35 54 X 63 52 21 X 621 S.H. 36 54 X 72 521 X 71 J S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.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) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X1 2 #2 SYP W1 1/2" FLITCH PLATE (2) - 13/4" X 11 1/4 LVL 2.OE Fi (2) - 1 3/4" X 9 1/4" LVL 2.OE Fi (2) - 13/4" X 16" LVL 2.OE Fi (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 I Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS 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 i shall be protected as required by section 11, Item 4. i Dwelling/Garage Fire Separation. The garage shall be separated as required by Table i Openings in garage walls shall comply with Section R302.5. Attachment of gypsum board shall comply with Tai R702.3.5. The wall separation provisions of Table i 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. M1507.2 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALLLEGEND 1`77 1 1 MASONRY HGT. @ 8'-8" A.F.F. TYP. 2x FRAME WALL -1-771-7-7 in BEARING WALL 1171-171,171 L INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION FIRST LIVING 728 S.F. SECOND LIVING 1036 S.F. TOTAL LIVING 1764 S.F. LANAI 60 S.F. GARAGE 379 S.F. ENTRY 62 S. F. TOTAL SQ. FT. 2265 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC 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 KRAFTFACED1 (GARAGE / LIVING) FIRST FLOOR PLAN - ELEV B SCALE: Y4"=1'-O" M C%J C= C%J C" C114 I= W W -.1 �w W r C-�, C13 U- IE '76 C, E q ce> cli C=> 00 TZ N 0 S T A E 0 F 0 R\ \% 0 "",Ili I I To the best of the Engineers knowledge, Informallion and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 0) W 11- 8 E C', 8 Lo , cb 0 0 _(D . G OR I-- I-L -- L" LLJ C14 0 0_ 0, LA-Le si u - . z ='a ;; 0, 0. rm- 0 :i kL :, M C-4 (C) CO WW 0 0) Z 00 0 z 0 C6 z < W 0 CL .M 0 L -Li (A V) c!f C) ow < co z z < U- E V5 a -0 E 0 CU E 0 X so 8u z z 0 0 z9! 8 W CS .2 110 TZ Lo 0 0) T cc Co U-) 0 =) IN CL L0 Cr CL ch .2 M +-J 0 4-1 0 LL CY) (0 -�e U CV) ca C'4 C) 0) 00 0 LO 00 00 00 Lo li to cr) 0 z z E co 0 M E 0 0 0 -J 'D SO '0 M < a I C C (D -J JOB NO: 23-02469 SCALE : AS NOTED SHEE7 NO.