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r------------------------------------- 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 o I I I I I I I I I I I I I I I I I I I I I v I I I I I I I I 1 I I I I I I I I I I L---------------------------------------------- 2'-6" TYP @ 2 STORY 3 D2 O 'H S6 29'-6" K-1011 1 TYP @ D2 CORNERS U.N.O. EGRESS H1 D2 e I li I I I I I ii 00 CO I oa as I 00 N 0 � I o: � I � is LID I 12'4" N 00 L. 2' 2' L. I 12'-0" O I I I I CO W u=i N H1 D2 22 D1 CARP IT 4 SH 12" DELINEN EP 0p B I D ROO M 3 W 8 -0 FLAT CLG. BEDROOM 2(, 2468 B.F. _ 8'-0" FLAT CLG. CARPET 7'-4" 5'-0" 4'-2" 3'-4" 8'-8" 2668 2668 TYP @ 2- 7Zti� ICFI:BmE:IGLASII OW.I.co R&S -----------STORY J OUND QJ am H Ca I v 18'-0" FLAT CLG. I v '� N S6 _ 10_ I I 1 CARPET _ 9 _ _ _ _ _ _ — 1 1 2 2668 ao I TYP @ 2 8— — — 7— _ _ _ 13— N I N STORY — 4 1 ARPET J _ _ — 115 0 �TB NIv 8'-0" FLAT CLG. S6 5-- 5 1 6 — -- 8'-&' FL 46 T G"IN. xl—C�iV"i�\ I - BED OOM 4 ' --� 4___ D2 _ -- -- I I�j U \ I "I Q\ I 4 I/ \I t---� cn I v 2 m `4 _ +42" HALF WALL I PC). C. '- I IL O 4 • H1 I e= 1 D2 C7 d LL 00 ILL O O p 1 CO TI 0I 4'-0" T-4" 5-10" T-10" 12'-0" 1 CARPET I I I — 8'-0" FLAT CLGI 00 - LOFT to �T T 60 M i 2'-8" 13'-8" ID 4 H1 22 r I D2 D1 I CO rn = O I I I W ' N W r as I m to °Q I i a LO 00 I CARPET 8'- " FLAT CLG. &o 1 I BEDROOM 5 6 O H2 D2 3 J 3 D2 Sg D2 TYP @ 2 STORY HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (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=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (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 15132" EXPOSURE 1 OR EQUIVALENT - SEE C/S6 WALL SCHEDULE WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.H. 13 20 X 381 18 J X 37 j S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62J S.H. 16 20X72 18JX71j S.H. j 32 27 1/4 X 26 26 X 25 j S.H. J 33 27 1/4 X 38 N/A S.H. j 34 27 1 X 50 1 N/A S.H. J 33 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. J 35 27 1 X 63 26 X 62 1/2 S.H. j 36 27 1 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 112 S.H. 23 37 J X 38 1 36 j X 37 3/4 S.H. 24 37 J X 50 1 36 J X 50 S.H. 25 37 j X 63 36 j X 62 112 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 J X 25 j S.H. 33 54 X 381 52 J X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 j 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, equipped with self -closing device. • 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. Ed. 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" AO +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 �D +24.5 / -31.9 �E +23.0 / -25.2 �F +23.0 / -28.9 GO SEE SN SHEET HO SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES 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 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 112 Z C7 o _ 2 m z� <L Q) Cn w U W O L E o 0 U LLI E CM M M C f0 (1) N p M —$ Ooo LL 00 U N � -00 ° Y i:� Q o Q 0)rn X) Q o A 1 B D• N C B D C T ; ,�4tF4yiTil ilif i'/ N N fn „vR, o (mi V �q / �T C •� ca a LLd. LIA . � 0 re m� •��/�p r�0 G.? �s\°'� •,"11CC�UU"_UUy"'. �6! P y� To the best of the Engineer's k information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z � O r\ r--+ 4-J p > r_0 M O M Q U) Lr1 a .L V) , Ln LL F— p_ ` '^ tY U iCL ts OC) z Q z E Z ro WJ C:) oZ O W � z Qa z <a Uaoo Z U Z�WQ U z Z z q W Z O W J a ce In ce c OLu �y� W CL W 8mu W M o� Zo Q U > N 0 zz z � oC ' 0 N_ 3 C L U o UU J z = _ N 9� o� Wo9B cL W Z Q Q F_ W �0 �o Z z a L LL1 _j�i Ln Q LLJ Z j a e S 0oWo w q 0o Z ¢z az �Z I� 4Z J T L �o ¢ z z ,-I 0_ Un SCALE : AS NOTED DATE : 2/24/2014 TECH: FGUZMAN VERSION N0. 10 SHEET NO. 1.1 :tla _:.f� „iY1.J� II?•ll;el {: !®I�ul ili',le$��1i�IliA�lf��. �...L;l � .. � a„ ..i, i.; 1._. i I . I� � I