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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r2 2'� \Ilal� TYP 1@ 2 STORY r22"), �,T� L-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 29'-6" 6-7- 22'-11 TYP @ 2 STORY rT), 3`)1 25-6H \, �2 �, �2 BE ROOM 5 8'- " FLAT CLG. r C ARPET oa 1 00 60 CID Lu C) 13'-2'. 2'-8- .13'-8" 00 I LOFT AN 00 I 8'-0" FLAT CL C14 CARPET 4'-0" 3-4- V-10" T-1 0" 12'-0" di L 0 L IX 0 U_ 0 u- U_� 0 8 +42" HALF Cr WALL 117, -7 h A 2 A7 3 116 115 4 LJ r-1 8-417D rB 00 T G. XIM I COL- _j P.- BED OOM 4 8'-0" FLAT CLG. CARPET 00 5 6 7 8 2668 oc lo W.I.C. ICY FIBE RGLASS cc 1 8'-0" FLAT CLG. SURROUND 1 CARPET 2668 - 4'-2" w7 7'-4" 5,-0. 8'-8" 9 oil C0 BEDRO M 2'. 2468 B.F. B9DROOM 3 8'-0" FLAT CLG. LINEN 8'-0" FLAT CLG. CARPET 4 SH 12" DEEP 00 P CARPET I 174" 2 0 12'-0" C� I 60 u- ca 00 CID 0 Ca 00 00 (0 0 Hl 2 4) Lo EGR1ESS e�% 25 SH G) 4) 3 3 TYP @ 2 STORY D2 D2 2'-6" 26'-6" 29'-0" 29'-6" N U'l t TYP @ 2 STORY <�>R) 0 TYP @ CORNERS U. N. 0. HEADER SCHEDULE MARK HEADER SIZE REMARKS (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE <e>(2) - 2X1 0 #2 SYP W/ 1/2' FLITCH PLATE (2) - 2X1 2 #2 SYP W/ 1/2" FLITCH PLATE (2) - 13/4" 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 <e>(2) - 13/4" X 7 1/4" LVIL 2.OE Fb=2600 PSI (2)-2X4#2SYPW/1t2- 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 BEARI G WALL SCHEDULE HEIGHT STUD SPECIES SPACING SPF #2 81-090 2x4 SYP #2 16" O.C. SPF #2 9._011 2x4 SYP #2 16" O.C. SPF #2 >91-011 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 184X25i S.H. 13 20 X 38 j 18 4 X 37 j S.H. 14 20 X 501 18 j X 50 S.H. 15 20 X 63 18 X 62 S.H. 16 20 X 72 18 X 71 S.H. 432 27 1/4 X 26 26 X 25 S.H. 433 27 1/4X38i N/A S.H. 34 27 4 X 50 N/A S.H. 33 N/A 26 x 37 1 &H. 34 N/A 26 x 50 S.H. 435 27JX63 26 X 62 1/2 S.H. J36 27 4 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 j X 25 1/2 S.H. 23 37 X 38 36 4 X 37 3/4 S.H. 24 37 X 50 36 j X 50 S.H. 25 37JX63 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 73JWIDE S.H. 32 54 X 26 52 j X 25 S.H. 33 54 X 38J 524X 37J S.H. 34 54 X 501 52JX 50 S.H. 35 54 X 63 52JX 62J S.H. 36 54 X 72 52 j X 71 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/Penetratlon Protection. • Openings from a private garage direcby 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 13/8" 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 R302.1 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. Bid. 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 located.Operable secUons 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 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 (1). +26.6 / -32.2 SEE SN SHEET SEE SN SHEET NNWUOMPH_�� NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE"WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURET+34.0 / -44.8 WALL LEGEND k SM01:6 .111 r) TYP. 2x FRAME WALL BEARING WALL RI R BEARING WALLS NOTED "FLOOR BEARING ONLY"ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "All' 1ST FLOOR LIVING AREA 1793 2ND FLOOR LIVING AREA 1103 LIVING TOTAL 2896 GARAGE 437 FRONT ENTRY 26 TOTALAREA 3359 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-1 1/R-1 3 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/R-13 KRAFT FACED (GARAGE / LIVING) 0'. U111 0 LU 0 LA -A V) CC,3 L 0 L.L C) C21- < IV Cj Al I R D. 11.4 I __j G J., !�z 4 z ct S *5 01 0- - 4 1. . . ... -f Q A z I HAS .. I 01i (Jj 1:1 0 To the best of the Engineer's knowledge, information, anT belief, the structural plans and specifications contained within thew 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. z 0 cu 0-4 :Lj C:) LI) =3 lio > V) in CD z N M Ln CL in 0 X (U - In zCL < C LL 0--N >. - cr) cl� U T-i < 00 z § E WC:) J CD 8 0, z cr) LLI 00 00 CL 2 r"'4 0 z Lr) 0 _j LL 0 C: U C\1 01- 1 199 < Z z LLJ Ln Uj < z 0 r*4 06 Z Z tu- Uj �0 SCALE AS NOTED DATE 1/4/2018 TECH: EIRAND VERSION No' 10 SHEE7 NO.