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TYP @ 2 STORY a (3) 2 X 4 #2 SPF STUDS W/ HTT45 W1 5/8"ANCHOR BOLTS & (18) 10d NAILS TYP @ 2 STORY LO itl3. LO I— is E -P �51 R11 74 rpm 5011 7-0" 9-1 1 V-15" 8'1 8-1 4'1 AC PAD 23-SH TEMP. 25-SH 25-SH EGRESS 6068 S.G.D. TEMP. 35-SH H.B. MASTER SUITE (4)2X4#2SPF 8'-8" CLG. STUDS W1 5/8" ANCHOR BOLT & CARPET (18) 10d NAILS 17'A FAMILY RM 8'-8" CLG. CARPET 79 lit 10 W T z ? a 0OX W MASTER BATH.- 8'-8" CLG. I 286 AD TILE k Y-71f 1 IL 'N-_�Tj C 4) W/ #2SPF @ 12" O.C. FIELD VERIFY HEIGHT .0 PER MECHANICAL CONTRACTOR 04 1W z 2668 BI-FOLD LO 4ZD W z r 00 8 04 7-11 2 5-4- I 6E (3) 2 X 4 #2 SPF STUDS W/ HTT45 7�868 5'-11 31 r 4'-3" -6" 1 3'1 W/ 518"ANCHOR 20`4Z" 8 d '1 5- cr I W. I.C. 8'-8" CLG. DRYER VENT THRU WALL co I LAU �1 PLATFORMS BOLTS & (18) \' H2 T C NAILS D Y G 18'- LG.1 H1 S3 C T 8 5C C N +42"SLOPING I */ THALF WALL R. G. ............. nil 1 Od C AFE R&S- CC S3 04.1 W BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC i6wI I I I I I I . I I I . . HANSON BOXJ @ 36" A.F. F. - . I . I I . . I (3) 2 X 4 #2 SPF STUDS W/ HTT45 W/ 5t8"ANCHOR BOLTS & (18) 1 Od NAILS cc S3 EDGE OF SLAB 2" BEYOND WALL ; . ......... GG 11 S3 Ll H2/ 131 1 G H2 �/l I 9_3.5'X7-F.L.1EIE 1 11 S3 41�18'1 00G. I 1cr 00 -- - - - - - Ll C' 1 00 go ;�\_M b161 I cj yr- I I 'IV 101F H2 IU/ 5'-0"- 6' =,,900 W/ H COLUMP TT45 W1 5�8- I J. . F J. AN Ll 8) --iaR--BOLTS 1 Od NAILS G (4) 2 X 4 #2 SPF STUDS W/ (4) 16d NAILS @ BASE cc S3 - - - - - - - - - - -- - - - - F I 24 I D.W. L - - - F J. . I F I--- SIN.K w/ D SP 3 CAR GARAGE 8'-8" CLG. 20'-0" XI 5'-1 it KITCHEN 81 41 ULU. TILE OPT. I REF. � I I VI :0 I 1 1 14'-10" --RANGE b HDR AT 8'1 27 27 00 r - - - - - - - - - -- rc C_,� - - - - - - - - - - - - - - - - - - - - - - -- r- - - - - - - - - - - - - - - - -- 7 F,F F i r%%A 00 04 21 1 W - 4PAt: Z:Lu - ITTR - 8 -8- LO= A-1 . ri Tj LE =OYER 16" 5-SH DEEP 81- 8-1 C LG. oi_ I ILI: 5j" 16 x 7 OVERHEAD DOOR 5'11 "1 4 V-7-85" 6-72" 11 V-8-21" - - - - ---------------------- - - - - - - - - D'� IIIIII�3 8 x 7 OVERHEAD DOOR 160 FLEX 8'-8" CLG. CARPET �B C13 TYP @ OP GARAGE ENTRY NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN FIELD. 25-SH 25-SH EGRESS 8f-8'1 CLG. W 11111111gE I I I I I I I 5'-8" g,-0- 7'-0" Y-10 X-1 0" - - - - - - - - - - - - - - - - - - - - - - V-8" 16-0" X-0. VI 8'-0" '-0'. 51-10" ;11-0., 6-8" 111 F-10" JII 18'-8" 10.41 21'-4" 0 5011 Q 35-SH TYP @ 2 STORY to HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2XIS #2 SYP W/ 112" FLITCH PLATE (2) - 2X8 #2 SYP W1 1/2" FLITCH PLATE <@>(2) - 2X1 0 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 1314' X 11 1/4 LVL 2.OE Fb=2600 PSI (2) - 13/4" X 9 1/4" LVL 2.OE Fb=2600 PSI <e>(2) - 13/4" X 16- LVL 2.OE Fb=2600 PSI (2) - 13/4" X 7 1/4' LVL 2.OE Fb=2600 PSI (2) - 2X4 #2 SYP W/ -1 /2" Follow QI 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 Protection. 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 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 from the dwelling as per the following: 9 From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. a From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. a Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. a 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. M 1507.2 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 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. OPENING PRESSURES ENCLOSED - EXPOSURE "C" +29.7 / -30.8 +29.7 / -39.2 +28.3 /-30.8 +28.3 / -36.4 +26.6 / -28.0 Q), +26.6 /-32.2 SEE SN SHEET (��Lj SEE SN SHEET MPH 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 WALL LEGEND 111IIIIIIIIIIIIIII1111 �1111�!111111 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 1 ST FLOOR LIVING AREA 1880 2ND FLOOR LIVING AREA 1375 LIVING TOTAL 3255 GARAGE 679 ENTRY 159 TOTAL AREA 4093 INSULATION REQ. LOCATION R-VALLIE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED EX7 FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN FIRST FLOOR PLAN - ELEV-B (INSTALL BAFFELS AT EAVE) . GARAGE SEPARATION R-11/R-13 KRAFT FACED SCALE: Y4"=1'-0"I (GARAGE / LIVING) (D V < __j U) (D CZV) a) C_/3 4-1 LLj 03 0 LU C) U-1 E 8 X�i c-, OLLS U 1 -00 01� < W A 0 D. N-C-B-D-C Z� 0 sal IV LL U1 LU C F OFES To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings omply with the 2017 Florida Building Code - Residentia 6th Edition. Engineees signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. LENNAR 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com Z 0 0 z Z < :!5 CL z 0 z 'a 0 M W > LL 0 CI i� P do Ln LLI Z Z LU r-4 r-4 Ln Lii LU z UJ cn 01 T-1 Ln z M 0 06 Z :5 Uj uj z 25 SCALE AS NOTED DATE 4/13/2018 TECH: JIMURCISIC VERSION NO 4ml SHEET NO.