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TYP @ 1 CORNERS D2 U.N.O. 1W9 m LO it 0 t2 N 0 LZ 39'-0" 18'-8" 20'. 4" 25 SHH1 4)- R&S EGRESS r------' ---1 J O o FIBERGLA I I S6 M SURROUN� I j TYP @ 2 STORY I W.I.C. BEDROOM 4 P _ .. 18'-0)" FLAT I 8'-0" FLAT CLG. - BEDROOM 3 I I (0 CARPET - 8'-0" FLAT CLG. (n W �1 1 c 0„ N CARPET Q w - - T-1 - R� FG.T._ _ TIL - ' - - - W 13'-0" 1 V-8" - ® u_ g TYP @ 2 ST RY 00 � I 4068 B.F. S6 I 1 w 1- - =w w UL (np z_ 4068 B.F. SHOWER tns J 00 - N -------- FIBERGLA I- R&S N 2668 ------------- SURROOUN f 4'-0" 5'}10" 6'-1 5' 4" 2 4. 2668 13'-71" 0 Q i AH BEDROOM 2 OC ' _- 24 8 i�0 - - . - _ 8'-0" FLAT CLG. CARPET w i 8'} -- ' /'"'� LATE LE CL cn I = = I F- t I I��, ATTIC ti c - p -� 10 'Iv. 4---i eal m r - 0 a - T TI E �1 I Do 10 o 00 CO = W (�13 a - M. _ , 2'.4" 8 8 V-10 5,.4„ 2,_6„ - CA 16-8„ to 4,_qt„ 3,_7j„ OWNER'S LLI 6 ti R.A.G. 16 SUITE LOFT 15 = _= I cn 8 -0 FLAT CLG. 17771 14 I I O CARPET 13 I 8'-0" FLAT CLG. R F G I I CARPET - - 11 co - I I I -' O N z 10 II TYP @ 2 STORY 1 2 I I 5 8 I I I= I I Q TYP @ 2 STORY S6 r I I I IIttN"- J I I I I I I I I�� S6 J_ 1 II 8 38'-0" 39'-0" r� 4 OH1 D2 6 <H>3 D2 Q HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" 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 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 H8 (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 At-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 20 X 38 18 4 X 37 j S.H. 14 20X50 18}X50 S.H. 15 20 X 63 18 4 X 62 J S.H. 16 20X72 184X71 j S.H. } 32 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 N/A S.H. 434 27 } X 50 1 N/A S.H. 433 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. 435 27 1 X 63 26 X 62 1/2 S.H. 436 27 4 X 72 26 X 71 112 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 j X 381j 36 4 X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37 j X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 } X 25 4 S.H. 33 54 X 38 J 52 4 X 37 J S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 4 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. • 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. • 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. • Other penetrations 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 opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming 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 a 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. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. 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 GB +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 +26.6 / -32.2 OG SEE SN SHEET OH 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 +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 11B111 1ST FLOOR LIVING AREA 1093 2ND FLOOR LIVING AREA 1489 LIVING TOTAL 2582 GARAGE 427 FRONT ENTRY 35 TOTAL AREA 3044 INSULATION REQ. EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) CD z c Z Z Q o.. Z Ln CD Q) n c w "U - 0 LU E tJi o w W ~ 04 c m Q U § ar t, 0 Q Lo Q o A 1 B D. "\ "- D C Of 50 - C < .... fit. w t L CP 17 To the best of the Engineer' �Qgq,lnfo('Matlon, and belief, the structural plans and spec#1aa`tl6ft 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. i 0 Z CV 0 a) r, �>-t(/)t'MC z M Ci ,¢ -4-0 gyp Ln V) 0 N ¢ �LL-� U a00 ¢ l z�M W J� �r z ZOor 8 W V i oC L,i7 0 ILL o z = � N U PRE �� J 2 . N -� aJ~0WC.: Z $sW U.1 Ln tii W c L Z U U ,Ln-I z z g m � (N� � ^. z� 4 J .i W r-1 d to SCALE : AS NOTED DATE : 3/29/2018 TECH: JMUROSKI VERSION NO. 5al SHEET NO. 1.1