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., r- I q I � I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L_ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ _ _ - _ _ _ _ _ _ - _ _ _ _ _ _ _ _._ _ _ _ ._ 22 D1 TYP @ 2 STORY J S6 5 D2 �j 29'-6" 29'-0" 2'-6" 6 26-6" 01 TYP @ 2 STORY 3 3 D2 D2 OJ 25 SH S6 EGRESS H1 I D2 li I I I I ( I ti 00 1 05 01 00 N I a Cci O to N 12'-4" 60 2'- ' 2' " 1. I 12'-0" 1 1 U) W Ir C7 I CARP I 4 SH 12" DEEP � 1 w B D ROO M 3 LINEN I L 8'-0" F8L� B E D R 2 2468 B.F. " FLAT LG. 8'-OCA N PET T-4" 5'-0" 3' 4" 8'-8" 2668 2668 I R&S 'r FIBERGLASS° W. 1. C ih SUR OUND 0' aQ Xm H ca � 18'-0" FLAT CLG. 10 II CARPET (0 M - 1 12- - - - 113- -- _ I 4 I 15 0 _ _ j 16-- - 2668 �'--ar'� T G. M�U ; �I N ARPET FLAT CLG. BE8D I OOM 4 ' 8- - - N 7--- 6 _ 5 8B 'FL 4 3- d\� 2 +42" HALF WALLI N a I o �l c� ti 0 0 01 0 -I 4'-0" T-4" 5-10" T-10" 12'-0" CARPET 8'-0" FLAT CLG1 LOFT60 00 rT" M I 13'-2" 2'-8" 1 T-8" Fo ( 1 1 I I W I I � w Ca I I I 0:I C? I I LO CARPET 8' " FLAT CLG. I BE I ROOM 5 ' 25- 6 H2 D2 3H 3 J 3 \_J D2 S6 D2 TYP @ 2 STORY 6-7" 22'-11" 29'-6" /-Q O TYP @ 2 STORY J S6 T I TYP @ CORNERS U.N.O. 0 LO HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 112" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H$ (2) -1 3/4" X 7 1/4" LVL 2.0E 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 140C EXTERIOR 2ND FLOOR BEARING WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 8'-0" 2x4 SYP #2 16" O.C. SPF #2 9'-0" 2x4 SYP #2 16" O.C. SPF #2 >9'-0" 2x6 SYP #2 16" O.C. * IF WITHIN 4FT OF END ZONE, USE DOUBLE STUDS AT CORNERS ** WALL SHEATHING 15/32" EXPOSURE 1 OR EQUIVALENT "* SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 S.H. 13 20X38j 184X37i S.H. 14 20 X 501 18 j X 50 S.H. 15 20 X 63 18 4 X 62 i S.H. 16 20X72 184X714 S.H. 1112 27 1/4 X 26 26 X 25 4 S.H. 1H3 271/4X38 26x371 S.H. 1H4 27 J X 501 26 x 50 S.H. 1H5 27 X63 26X621/2 S.H. 1H6 27 X72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 J4 X 38 j 36 4 X 37 3/4 S.H. 24 37 J X 50 1 36 4 X 50 S.H. 25 37 q X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 4 X 37 i S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 X 62 j S.H. 36 54 X 72 52 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 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 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 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 R302.11, 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 112" 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 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" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 +28.3 / -36.4 OE +26.6 / -28.0 +26.6 / -32.2 OG SEE SN SHEET 1/(_LJ�JSEE SN SHEET MPH mmim 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 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 "A1" 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTAL AREA 3359 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED SECOND FLOOR PLAN Al EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) I GARAGE SEPARATION I R-11/R-13 KRAFT FACED SCALE: %4."=1 r-Orr (GARAGE / LIVING) 00 C9 V ;z CD zC0 Z� CC a to 0 v w f'6 p •U W 0LU Cl) C:)m W r- $ NM E a co S aj 0 C) o a "- o ib t� n iz ¢6 LoCL� rn ¢ d • � N O N z O O N W Z MM�Z � z NU) Uj W ./�/ A-` C If ~O W ce W NamLU 0) Z N 2 o cc C N [Q LL Z i�ffB� J < Cam` Q` - �"� CN e'®\ ��• To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's 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 oz zza W'49 M �z00 zWg �QQ�z A / 1 V W W N L z CL Itz 0 r0 � z O z g Z C: \� ILL 4 -0 0', 0 z 0 :0 00 z a j W U = 00 N N 000 P � 1= U-y I- W x •+ N gaOZ_< a d- c �ozo z z dl F'2� J ��-{ � � Z a =az� ga0 M Z S o 0 � � _ �z � ,--I a V o SCALE : AS NOTED DATE : 7/29/2019 TECH: SCASEY VERSION NO. 10 0 SHEET NO. 1.1