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�9 C14 CN �2 0 E C" M M D TYP @ 2 STORY WIN (3) 2 X 4 #2 SPF - STUDS W1 HTT45 W/ 5/8" ANCHOR BOLTS & (18) 1 Od NAILS TYP @ 2 STORY H.B. N1 50'-0" 7'-0" 9'-6- 1 V-6" 8'-6" 4'�8" AC PAD B �1_ -,) 23-SH TEMP. G) G) 25-SH 25-SH 6068 S.G.D. EGRESS INS TEMP. MASTER SUITE (4) 2 X 4 #2 SPF 8'-8" CLG. STUDS W/ 5/8" ANCHOR BOLT & CARPET (18) 10d NAILS W/ #2SPF @ 12" O.C. FIELD VERIFY HEIGHT--N 00 PER MECHANICAL W 00 CONTRACTOR C'4 ILI (3) 2 X4 #2 SPF 15, STUDS W/ HTT45 A' I" 5!L__ 3-41 -\2868_ C 6-1 8 j W1 5/8" ANCHOR 35-SH H.B. ..... A w i T� CO :5 z uj 0000�: cro� �<o &Dx U_ 0 c'"n 86 FAMILY RM 8'-8" CLG. CARPET 2 0,_47.. . MASTER _Wj% BATH.- 8'-8" CLG. TICE ;c 3' 7 1 L C 0? 2668 BI-FOLD 4ZD Z uj 9 2 64" 2-111'. -51 1111-4 W.I.C. - OD V-811 CLG. r` __FR&S DRYER VENT T IRU WALL 2 A AC. I H2 G H1 S3 R. G. BOLTS C T NAILS -+42" SLOPING HALF WALL & (18) 1 Od C 8-4 CI.G. PLATFORM 30"A.F.F. - GG S3 H1 10, .91. ::: ::: ::: - CAFE- 8'-8" CLG.- JILE- P16R 8!. 71. 611 5 41 3! j 1l, S3 0 LO BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC ANSON BOX (3) 2 X 4 #2 SPF @ 36" A. F.F. STUDS W/ HTT45 W1 5/8"ANCHOR BOLTS & (18) 1 Od NAILS cc S3 EDGE OF SLAB 2" BEYOND WALL 121 11 -- - - - - - i3! 41 1 . - - - - - Z:)J,l I 7 1 1 to GG S3 H12 11 _z?X IM CO P� (18) 3.5"X7" 7'-4" 6-8 - - - - L. 1BE S3 C�L:G. 8�18" 1-1 ZD 0/ H2 C14 71 I 2RRA I 1 FB=2 W/HT745#15�8" 900 (POLUMIf I F F J. I F I OPT. 1 REF. I ANC IOR Od NAILS BOL I CF CD ? b. - - - - - - - - n F__ I- 24 D.W. L - - - J (4) 2 X 4 #2 SPF STUDS W/ (4) 16d NAILS @ BASE 3 CAR GARAGE 8'-8" CLG. 20'-0" 3'-8" 6-1 1g" - - -TSINKw/DISP-1 KITCHEN 8'-8" CLG. TILE I 7 6-2f 50 t-j 1 t 1 1 14'-10' 7 60 r - - - - - - - - - -- rc C_,� - - - - - - - - - - - - - - - - - - - - - - -- �, �3 r - - - - - - - - - - - - - - - - - 16 x 7 OVERHEAD DOOR /" �D S3 8 x 7 OVERHEAD DOOR RANGE 00 CID (D CL C14 W PANTRY MW - (0 C) 81-8- T LE 5-SH 16" DEEP 6-821" 27 - - - - 00 27 F F F F r1l A J�Mlrn 1 - I �_ t 1111 I -4, LL 6-721" 8'�8" �I_G. cc I ILI: -5, - -11 I I IF- FLEX I I< V-13" CLG. i IS 13: CARPET NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. (a) 25-SH 25-SH EGRESS -A- 0? TYP @ GARAGE (aB ENTRY 8'-8" CLG. 6-8" 0. 7'-0" 3-1 3'-10" I I I I I I- - - - - - - - - - - - - - - - - - - - - - - - - - - - V-8" 16-0" L04-el'-4- I!__ 8-4- 181, JI-011. 6-110" V-0., 6-8" ;11-011, 6-10" j 1-0" 18'-8" 101-01, 4 21'-4" 50-4- 0 35-SH TYP @ 2 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE - 2X8 #2 SYP W/ 1/2" <e>(2) FLITCH PLATE <6>(2) - 2X1 0 #2 SYP W/ 1/2" I FLITCH PLATE <e>(2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 13/4- X 11 1/4 LVL 2.OE Fb=2600 PSI <e>(2) - 1 3/4" X 9 1/4- LVL 2.OE Fb=2600 PSI H7 (2) - 13/4- X 16- LVL 2.OE Fb=2600 PSI (2) - 1 3/4" X 7 1/4" LVL 2.OE Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1 /2" Follow Q/S4. See Plan for R.A.G. 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 General Notes R302.5 Dwelling/Garage Opening/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 Protecbon. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 13/8" in thickness, solid or honeycomb -core steel doors not less than 13/8" 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 have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation section R302.1 1, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • 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, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms an to rooms s a not sc arge nto an aft c, 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" (-A ") +29.7 -30.8 ro +29.7 / -39.2 +28.3 -30.8 +28.3 / -36.4 +26.6 -28.0 +26.6 / -32.2 SEE SN SHEET H SEE SN SHEET NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALLLEGEND 1111111111$kM MASONRY HGT. @ 8'-8"A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 111311 1ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTALAREA 4093 INSULATION REQ. I W-01011-11 0 W I �� via EXT FRAME 2 x 4 R-1 1 /R-1 3 KRAFT FACED In FIRST FLOOR PLAN - ELEV-B 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 KRAFTFACED SCALE: Y4"=1'-0"j (GARAGE / LIVING) 0 0 0 0 (D V 01 U) (D ClV) (V C-11'.) 4--J LU U 0 LU Ln V) LU E c-, U_ 00 -00 (a FZ_ LO MID. 14 fAE; cf, -6 '40 E4, z lu� M LU z N mv SIF M 1� 1(b 0 F ES To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seat. LE N NAR 4600 W Cypress St, Suite 200 1 Tampa, FL 33607 w1ennarTarripaxorn Lu z g 0 0 z 8 Z, _Wj 8 0 z UL- 0 U) P_ 0 R ILL 00 < c0i < Z Z r4 LLJ _j Ln T__4 Lli 2: < Lii X < z < Z 1-M r,j In ro r'J Z z LU 8 Is :j g C13 0 r1l < SCALE AS NOTED DATE 4/5/2019 TECH: IBERCHAL VERSION NO 42 SHEET NO. Z z