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M R&S I ---, I I I I I W.I.C. I I 1 8'-0" FLAT CLG. col I rn XI a `I I I I TYP @ 2 I J I S6 I 60"X36" SHOWER FIBERGLA I 4'-0" CO O fn w11 Q C.- - 00 CD N J S6 TYP @ 2 STORY 6 25 SH H1 D2 EGRESS O o BEDROOM 4 8'-0" FLAT CLG. CARPET ROOF G.T. - - 6-52 1 L. 2'-4" eo m � B.F. III N = W W IL cno z_ tri - - - R&S `nc� J CD 00 - T N I�I-i�MN W, 9a 16-8" OWNER'S SUITE 8'-0" FLAT CLG. 00 CARPET to - - - 5'-4" r3t'yc22" - 3 ATTIC l LL%'� T01- _ J 4' ;wmm IN 19'-4" N] 2'-3" � 2668 I u_ 0 Cl) I tri CI C 10 I o I � I r 2'-6" T-74" �N o2 TYP @ 2 STORY I I I I I I I I I I d co co E E 00 N BEDROOM 3 8'-0" FLAT CLG. O - - CARPET Q 1 V-8" 4068 B.F. "IT-72' BEDROOM 2 00 8'-0" FLAT CLG. w CARPET LOFT 8'-0" FLAT CLG. _CARPET - - H C7 LL of O TYP @ 2 STORY / J \ 1 TYP @ )2 CORNERS U.N.O. I I 3 i D2 j SIM. I w/ (5) STUDS I I II ------EJ m HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W11 /2" 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 11 114 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 1 anc: 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 J X 25 4 S.H. 13 20X38� 184X371 S.H. 14 20X501 18�X50 S.H. 15 20X63 18JX62j S.H. 16 20X72 184X717 S.H. 432 27 1/4 X 26 26 X 25 � S.H. J 33 271 /4 X 38 j N/A S.H. 434 27 j X 50 j N/A S.H. J 33 N/A 26 x 37 1 S.H. 34 N/A 26 x 50 S.H. J 35 27 J X 63 26 X 621/2 S.H. j 36 27 4 X 72 26 X 71 1/2 S.H. 22 37�X26 36JX251/2 S.H. 23 37 J X 38 j 36 j X 37 3/4 S.H. 24 37 J X 501 36 j X 50 S.H. 25 37 J X 63 36 4 X 62 112 S.H. 26 37 J X 72 36 # X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 J X 25 j1 S.H. 33 54 X 38 j 52 4 X 37 1 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 j X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 NIA 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 classi 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 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 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"" AA +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 GO SEE SN SHEET �H SEE SN SHEET '� 40 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 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 "A1" 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1491 LIVING TOTAL 2584 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3046 0 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED (GARAGE / LIVING) 0 CD ® O CO a- Q cn � ur � d •O w m i� C6 '® (-)F-- o ti Co I LU E m fd M maa> = 9? O_oo ALL MEN= cw o atop � o. o ¢rn vQv rn < d B D•CD N N (D O M m /W� M N m Z aw n U) Z 0 W 'Q ` CD B a w V¢- 01 io W 3 a Z �Q o °w LLNi o o � Z W ITO C140'00A rZ F c O� •Pwryeo.n y ®o C * " s -.I C) vL o �� spy oo'* F `'� 6.. •� `4.� AN�i�°� ��M 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. LENNAkm 4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 www.LennarTampa.com oZ 0 �o z< F- ¢WX W UZ8O zvz UoZZ z iCL�w Q . w O Co O��o J L` z L z ro O zz � � Z Q iE LL_ rL z UU Ln N Boo <UA O ¢ J a 57821 Uocc¢ O ("'4Ln z.2� �* N LD<W <af� �Xo Z Z W W o' wo J � %V 2: C Q a W � NgYO $¢Wo Ln fV <C Z Z o �oo � w LU a E SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5ml SHEET NO. 1.1