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HomeMy WebLinkAbout6528 Paden Wheel St,t`rl�d \AS �y\M f``ltie 3� �-i ABBREVIATIONS A.B. Anchor Bolt Flr. Sys. Floor System Rad. Ref., Radius Refrigerator Abv. Above F.PI. Fireplace Req d. Required A/C Air -Conditioner Ft. Foot / Feet Rm. Room Adj. Adjustable Ftg. Footing Rnd. Round A.F.F. Above Finished Floor FX Fixed R/SH Rod and Shelf A.H.U. Air Handler Unit Galv. Galvanized SD. Smoke Detector ALT. Alternate G.C. General Contractor S.F. Square Ft. B.C. Base Cabinet G.F.I. Ground Fault Interrupter Sh. Shelves B.F. Bifold Door G.T. Girder Truss SHT Sheet Bk Sh Book Shelf Hdr. Header S.L. Side Lights Bm. Beam Hgt. Height S.P.F. Spruce Pine Fir BOT. Bottom HB Hose Bibb Sq. Square B.P. Bypass door Int. Interior S.Y.P. Southern Yellow Pine Brg. Bearing K/Wall Kneewall Temp. Tempered Cir. Circle K.S. Knee Space Thik n. Thicken Clg. Ceiling Laun. Laundry T.O.B. Top of Block Col. Column Lay. Lavatory T.O.M. Top of Masonry Comp. A/C Compressor L.F. Linear Ft. T.O.P. Top of Plate C.T. Ceramic Tile L.T. Laundry Tub Trans. Transom Window Dryer Mas. Masonry Typ. Typical Dec. Decorative Max Maximum UCL Under Cabinet Lighting Ded. Dedicated Outlet M.C. Medicine Cabinet U.N.O. Unless Noted Otherwise Dbl. Double Mfgr. Manufacturer VB Vanity Base Dia. Diameter Micro. Microwave Vert. Vertical Disp. Disposal Min Minimum V.L. Versalam Dist. Distance M.L. Microlam VTR Vent through Roof D.S. Drawer Stack Mir. Mirror W Washer D.V. Dryer Vent Mono Monolithic W/ With D.W. Dishwasher N.T.S. Not to Scale W/C Water Closet Ea. Each Opn'g. Opening W.A. Wedge Anchor E.W. Each Way Opt. Optional Wd Wood Elec. Electrical Pc. Piece WP Water Proof Elev. Elevation Ped. Pedestal Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Pit. Ht. Plate Height Fin. Fir. Finished Floor Pit Sh. Plant Shelf F.G. Fixed Glass PSF Pounds per square foot Flr. Floor P.T. Pressure Treated Fdn. Foundation Pwd. Powder Room REVISIONS 03/15/12 5.09 BUILDING CODE UPDATE 05/30/14 5.10 CREATED F&G ELEVATIONS 07/30/15 5.11 2015 NEW CODE UPDATE a FLI [a ]C C I✓ II 00 E] El El I 00 JCCJ❑� CCOO�OCIC El El El== El El E:1=1=1 L_ F — I ZIP T:t Am MODEL F150-2268 n INDEX OF DRAWINGS SHEET DESCRIPTION 1 SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 ELEVATIONS 2.1 FOAM DETAILS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. �LO z� Q J a t� z 0 Q) (n 4-J LU � p .0 - w � _tli = N a o ilO U .ram w a)M c m tc; —$ MINF— E I** :o M Ooa _ a°'i"� o I'd Q0 LD 0 At B D. N C•B D,C LOM to i"3 � N X o ..ac)b d R O G oNo O .� m �, J ��'a�i' %W El To the best of the Engi s- y�l�iriPormation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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. i O Z N 0 (U H t n I M O M Q M Lr) IZ cn•d' L_ Q U� tl � Q E00 W Z _Ja 0 z wrUio wZ �a m yr �o0 OZ 0a¢U �UXQ Z>- eZZµ+~z go dw Qcc aa�3�o E340 O T-1 WN �MO fy) w 0 Ln N /'1 In CL W Q F- 3 W to Y � I L I O O 8 WO 0 Q 00 Lu UE 0 UZ, ZOZ 12 WLLIW NU Q > te �Q1 a O (z I �y LL O W Occ a'a�=Q2.0 U O <� U Z .. ? F— z Za SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. C S MIRROR M / / MASTER BATHROOM BATHROOM 3 BATHROOM OPENING AT FOYER (VALUED ELEVATIONS) OPENING AT FOYER A/C PADS AT REAR FOR STONEYBROOK/VENICE A/C PADS AT SIDE FOR AC PAD Q RIVER STRAND HB 25 SH o ALT` j � EGRESS* I AC PAD BEDROOM 2 9'-4" FLAT CLG. I CARPET I I m I M� 00 o 5 I T-104' V-32" T-5 4 I 80 I OPENING AT FOYER TOWARDS BEDROOM 4 OPENING AT FAMILY RM. TOWARDS HALLWAY 00 60 TA. uj B. TILE wMN r� 2668 2668 2'-04 T-7Z" --------------------------- LANAI 9'-4" FLAT CLG. A.F. . G.T. 12080 SGD (V 16'-42" FAMILY 9'-4" FLAT CLG. II CARPET U U)LU O O ; N W BEDROOM 3 9'-4" FLAT CLG. c� o CARPET o A S3 TYP. U.N.O. L9 in DINING U) LO 9'-4" FLAT CLG. N CARPET N O r CV © 12'-32" T >, , SBA 3 \ -4" FLAT CLG. c"' TILE 2668 LO 0 BEDROOM 4 9'4' FLAT qLGi. CARPE EGRESS* (2) 25 SH O D 2680 El U)ob ► r Ir I WICU) 1 9'-4" FLAT CLG. CARPET I I 3'-8" 1'-8" S-321. I 6' 2' I I I I I I I I I I I I I I R&S 1 O O �i o �C�SQ RANGE10 Q� 5'-0" 5'-52 I I bN II II o KITCHEN 9'-4" FLAT CLG. CD TILE TILE O(2) 25 SH EGRESS* MASTER BEDROOM 9'-4" LAT CLG. O in 4'-84" V� T r M . 9' 4" F TI A T CLG. E Z ../, d iL Z:) LO 0 0 �_) A VJ Ljj N ifl k,*NWMMI M' BLOCKING FOR II\Ill GRAB BAR .: ■■��■■1TEMP..In ■■\a\I 42" HIGH i Q •U.N.O. LID NOOK .FLAT CLG. TILE 9'-4" FLAT CLG. M^ TILE 2668 REF. - - - ------ 2868 2868 5 SH WIRE SHELF @ +54" A.F.F. HANSON !�I BOX @ 36" A.F.F. DRYER VENT I THRU WALL EDGE OF SLAB 2" BEYOND WALL 5-1 I 6„ 6„ H.W 4' 3'-112 . 5-4- 8,-24„ T-T' 7'-104" SIM w/ SPF STUDS @ I �54'`x-2Z'_ j 12" O.C. w/ USP SPT4 I Ai C--_'I BUILDER TO PROVIDE FOY R STRAPS TOP & _ - - - - - - -) APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1 1 T-4" FLAT LG. CC BOTTOM � I cA TILE S3 06 00 1 M ' D L zo S3 1 3068 W/ 3 "x26" NOTE: FINISHED TRANSO ABV. PERSPEC. WALLS TO BE FLUSH. o FIELD VERIFY. N N T r - - - - - - - - - - - - - - - � O II I N NTRY r----------------- -- -, SEE ELEV. I I G.T. I U' I I I I I TYP. @ K I 1 I GARAGE S4 I I I m I I I I 0 N TYP. @ GARAGE S4 T-4" 9'-4" 2'-4" 2'-4" 1'4' 8'-0" 2'-0" 16-0" 2'-0" 1. Ilk 12'-8" 4'-8" 9'4' 20'-0" OF I HB 0 N REVISION NOTES 12/17/2009: 1. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. 2. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. 3. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. 4. ALL VANITY HEIGHTS ARE 36" A.F.F. 5. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. 6. ALL BATHROOMS HAVE ONE MEDICINE CABINET 7. ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. 8. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" OPENING PRESSURES ENCLOSED - EXPOSURE "C" ® +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 DO +24.5 / -31.9 0 +23.0 / -25.2 FO +23.0 / -28.9 O SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 181 X 251 S.H. 13 20X384 182X373 S.H. 14 20 X 50 $ 18 2 X 50 S.H. 15 20 X 63 181 X 621 S.H. 16 20X72 182X712 S.H. 2132 27114 X 26 26 X 25 2 S.H. 3133 27 1/4 X 38 a N/A S.H. 3 34 27 a X 50 s N/A S.H. 2 33 N/A 26 x 37 4 S.H. 1234 N/A 26 x 50 S.H. 2 35 27 a X 63 26 X 62 1/2 S.H. 2136 27 a X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 e 36 2 X 37 3/4 S.H. 24 37 4 X 50 5 36 2 X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 36 1 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 25 2 S.H. 33 54 X 38 e 52 2 X 37 4 S.H. 34 54 X 50 a 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.W. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN_ SCALE: %"=V-0" 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. Bd. or equivalent. Is 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. WALL LEGEND MASONRY HGT. @ 9'4" 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 LIVING 2267 S.F. GARAGE 595 S.F. LANAI 153 S.F. ENTRY 23 S.F. TOTAL SQ. FT. 3038 S.F. ENTRY F&G ELEV. 37 S.F. INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/13-13 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/R-13 KRAFT FACED (GARAGE ! LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. C�in T zo Z Q i1. z V) C w U - w O � o o0 U m l_ ILL!C F- E - g a M M f`II :p M O 20 _ �, ( wLLco .00 n. Y <Crniao c Lo : A 1 B ®•LO N•C•B D•C d '. �..,.., zZ ~ _ r , Iku 4 N �f,LL PSOFE tO 11 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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. 1f 0 Z (V OW N V) 'S � H M O V)MIn V) O Q Ln C U .-. za Q� Q Z E z W Jo� d' OZ W LL Q mzZ a Uf-SR 0 ZZ¢ba� �zzPZ W J Ce H U�OSCe WN 0 z ��J O Ln N r-1 Wit `.00 C�0 LU00CZ � o W � E '0 z Z N z:f!z J z <a-,�°� r a oo��a� �o>�0 �O p Ell- Z� =�I O CL Lr) Z LU J LLI aQ� z O IL O �- UJI� .■ �- z O O J � H 0. SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. T I--1 h; 1.:4 1. 11 1i 12 5.0 T.O.M. 12 5.0 . T.O.M. N-36" EXTENDED OVERHANG W/ II OPT. BATH DOOR it I SEE SS DETAIL M II FOR INFORMATION Il II II II FL. TnKA 14' RIDGE VENT 4' OFF -RIDGE VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 35 SH 14' RIDGE VENT 4' OFF -RIDGE VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 12 5.0 TEXTURED FINISH 1 A3 SH RIGHT ELEVATION. SCALE: 1/4" = V-0" 12 5.0 O 00 F.FL. T.O.M TEXTURED FINISH b> II II II II II II II II II II -------------------- —11 F 24 SH 25 SH (2)25 SH OPT. 2868 LEFT ELEVATION_ SCALE: 1/4" = V-0" T n M t " o F.FL. HDR. --------------------------------- TEXTURED FINISH80 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----F.FL. ---- ----- (2)25 SH REAR ELEVATION SCALE: 1/4" = V-0" 12080 SGD 25 SH I q r ras — — — — — — — — — — — — — — — 6" BAND /� TYPICAL � 5/ / - r c r T 12 5.0 T.O.M. -- ------------------ - - % HDR. I — n---� SANDED FINISH 1'-6" L (2)25 SH FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) T.O. [Ell 00 1:11::1 11, E] E:1 1::1 El 1:11:11 El:::1 E1E1[:::11 -- El El El [�:] El El El El F.FL. W iiiiiiiiiiiiiiiiiiiiiillillilillilI - --- - M FRONT ELEVATION - B SCALE: 1/4" = V-0" 16 X 7 OVERHEAD DOOR ALL TRIM LINES ARE SCORED QDr o zw z� Q a. ' z V) (D Q) cn w p 0 w o 'v V N Cl) LU 1=$ C t0 M OoN CD = y ( Y�O Ly 1N <C rn LO y d A1 N C B D C co M Q, eN tl7 LLly N Co�.� Z' r. 04 ........ ;EA,111/011f xf I f !t �'€� To the best of the Engineer's knowledge, 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. i O O z N O r\ 4-j >U)MO M QIN (aL d to 'y_ Ir ❑. ^ aCO �� W z Wz U0— W m z z G W Ur1Noo PoO zo10 z>-QUa¢ = �LZUp z J as p VOu> Ux0 Lu Cq 1- 4 M 1--goz L4 O ri h N _ Ln `� Uj Boa � V) Ce.0 v,d O 2 tOi,.i —� Z. W0w0M t0 L JN 0z o8 $$o N 0 0 ou-z � foa ' ^ Y / >> Woa ORXu-z JOzQ M Q � 0- ¢~LL z c) U. > LL > .. �- z W z g W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: M)AM ES VERSION NO. 5mll JOB NO: 17-1397 SHEET NO. 2 i Y v ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. ---------------------------------------------- GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. 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 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill -the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH j4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) ❑ PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) TV TELEVISION (OPTIONAL) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 119 ELECTRIC METER _lQ ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL METER MO 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 NEMA1 200 AMP copper to lights & outlets copper to 20 amp ckts .2 copper to WH .3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) INOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE I PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. SWITCH FOR -� DISPOSAL IN CAB. UNDER SINK PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER 3Fl DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS PENDANT 31 GFI LIGHTS OVER �\ / I ISLAND 2'-0" 2'-0" GFI KITCHEN '3::2 X FFL. OPTIONAL LIGHTING SCALE: %4'=T-0" /C Ij ALT jl AC PAD I II )( L— — =J AC PAD DISCONNECTWP HB — tM GFI ELECTRICAL PLAN SCALE: %4'=V-0" `I V 1 1 It I _ PER SPECS ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. CLUJ r}LO �J T zM Z Cc Z a o a z ``nn V W t 4--J w � 0 'U - W O ~ O U l— E $ Q M LO '0 M Q CO 0 _ U y U_ co 0 Cc CL 0 Q 00 `�aS i Q o A ' B ®m N-C -B�D-C a� 11 �04LQ N � CV i0 .n o o Ci o oNo o = z z �Z/ I� M O~�1 Z M LL & O LL LL. LL IlY ui W C U. 0 w Lu a d d N 14 j5o � ii� Ecp ca IL W Q �aM N Q 0 —j g Q� LQLJm 0 ❑ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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. 1 O C4 Z 0 .2 � i>V)roO „M Q M Ln a cn•�� Ln QCLL Z,-I a .-. a 3 a Q ()0 � Z M . W O W J � 0 WLL0 w Z l- in ii twit- �in0 00 ZZ Z>-�U�� Z 2 - UJ � :5 W 22 _j a 0 in 3 o"F-aOLLJ ZO O ri Ln N �1 LP1 ri C LU F- / / 4.1.. �J Z Z cYc,�,� in w 0 0& v z 00 `C ��zmo w O�� J ZO�0 � Z N CL � �� � N �$ �8 Q t�L w0tLZQ O U O U) OX Z O R W 'Z MO a. 30- j LL OT­q U. LL Z.. ..E J Z W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. 3 Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. LOU The Minimum net free ventilating area shall be 1/150 of the area of the vented rm"M 11) space. The ventilating area may be reduced to 11300 provided that at least 40% lW __El but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated.Upper ventilators shall be located no more than 3 feet - VENTED SOFFIT 47 SQ. FT. (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN- ..................... ............ • • • • • • + • • (Values to be verified with Manufacturer Specifications) RIDGE VENTS 15 SQ. IN. OF NET FREE AREA /LINEAR Ff. .. ' ............. • .......... • ..... • • ............. • ... • ..... • .. • ..... •....................Q.....................................................................:............................ • • • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS - 7 SQ. IN. OF NET FREE AREA / SQ. FT. 7.1 :: • *If not enough vented soffit is provided due to fire protection, the contractor shall use the jj • .. following approved vents: .'.:�1 ''• �': • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. j -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Dock -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT .Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of UHagin Vents Needed i is •: . :1 ��• V. • 4 • • '•• i •'1� I': :;:111� i •-A LL_ �4 t�.. 00 • F- r.F_- w �i ��� w z z is ... ZONE-1 i.: ATTIC SPACE ATTIC VENTILATION CALCULATIONS B ... 3038 SQ. FT. a ". (•.: . i N:•: i�.: •.:i �:: is ENTED SOFFI �'•'• 16 SQ. FT, �' ::. ..... ..»r . �.� ... �:. rr ••• • rrr ... . ,* ...P - o. VENTED SOFFIT 5 SQ. FT. VENTED SOFFIT 35 SQ. FT. - ROOF PLAN-B_ SCALE: %4"=1'-O" - ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ, FT. SQ. IN. of Upper SQ. IN. of of ventilation to Ventilato rs 7.�J ventilation of vented IN. of vented be SQ. IN. of SQ. IN: of (See Elev) provided required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators i Main 14.0 3.0 Floor 3038 2916 417 1458 104 729 624.0 (Zone 1) 210.0 414.0 0 0 0 0 0 0 0.0 0.0 0.0 '�i 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION 1S PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL, VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. .............. VENTED SOFFIT I r Z M o Z Q Z nn�' W W ~ O � o F— m r.- U mM C t0 M W 1— E � 'C cWIN co o -- U 0.90 U D. co LU to 8 Yn ao C c u7 oa d: aCD Qo A' N•C B•D C ��� {��,� mid\� �•�C IS! Sty To the best of the Engineer's knowledge, information, and belief, the structural plans and speci fCD i cations contained within these drawings comply with the Florida Building Code 5#h 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. 0 0 Z N O a; � I>iV)Fri O (ICie 311 n d cn a -. a �00 z�� W d' 0 Woo u.rzt-"'a UI-�tWn Ln 0 O �OZ OzaU Z � � U i Q� =�ZwQI""Z J O OSO�jWN r-1 ~aOZOO O N / wLU gzgo l \ '� Z � p=wo� t'p � Wao (`-4 HH82 0 �o OW f] aola Li O JtY�W 0 O U. ILLaa�� j �— z Z 0 a � H J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION N0. 5oll JOB N0: 17-1397 SHEET NO. 4 r Z M o Z Q Z nn�' W W ~ O � o F— m r.- U mM C t0 M W 1— E � 'C cWIN co o -- U 0.90 U D. co LU to 8 Yn ao C c u7 oa d: aCD Qo A' N•C B•D C ��� {��,� mid\� �•�C IS! Sty To the best of the Engineer's knowledge, information, and belief, the structural plans and speci fCD i cations contained within these drawings comply with the Florida Building Code 5#h 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. 0 0 Z N O a; � I>iV)Fri O (ICie 311 n d cn a -. a �00 z�� W d' 0 Woo u.rzt-"'a UI-�tWn Ln 0 O �OZ OzaU Z � � U i Q� =�ZwQI""Z J O OSO�jWN r-1 ~aOZOO O N / wLU gzgo l \ '� Z � p=wo� t'p � Wao (`-4 HH82 0 �o OW f] aola Li O JtY�W 0 O U. ILLaa�� j �— z Z 0 a � H J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION N0. 5oll JOB N0: 17-1397 SHEET NO. 4 s W.W.M. PLACED IN 1/8" SAWCUT x 1/4 UPPER 1/3 OF SLAB OR FIBERMESH SLAB THICKNESS REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN -�-T �,�" CONTROL JOINT DETAIL #5 CONT REINF. SEE FND. FOR QUANTITY #5X25"X25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 11/2"=1'-T 15'4" 151-4" 16'-0" _ _4'-4" 4'-0" 3'-10" 11 3'-2" 15'-4" 4'-8" 7'-0" 4'-4" �I AC PAD I 1 L A J JJ S3 S3 TYP. — + U.N.O. �— I JALTJ I • • • • • _ — — — — — — — — — — — — — — — • • • • AC PAD I 1 INDICATES FILLED CELL 00 °0 L J I I W/3000 PSI CONC. GROUT L — _ — -I I FROM FTR. TO BEAM I ( I o W/ 1#5 REBAR VERT. I • • ( ( F- ABOVE SLAB. TYPICAL N I a @ ALL PLACES SHOWN w I o HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" T I ( I EXT. ABOVE SLAB "GRADE 40 • 4" • • STEEL" I o STEP _moo', I I A 12'-8" DOWN 2--4" rl S3 9 MIN.I M I -51/4" C.J_ I • • I C.J. M I TYP. U.N.O. o0 — — I_ _ --------------- ------- ------ --- — — — J zo PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER 1 i �1 _ ' — ( 1 (� / L ��j 1 S3 ( TO MASON'S SCOPE FOR WIDTH I • = — _ — • — — o 1 (2) #5 VERTICALS n / — I CNI N W/IN FILLED CELL 11° I / �I • O r I C? 31-0" ao I I I r/ 02 — — — — — — — 4- 41 - — M • I/ � II � It jj� Ifo� /0 o��___� II 3%2' MIN. 3000 PSI CONC. SLAB C.J. I I o I o I FOR HERNANDO COUNTY ONLY Li1 _ d 1 V2' MIN. 2500 PSI CONC. SLAB OVER 6 N I -5" 1 6 MIL VISQUEEN VAPOR BARRIER 00 c.l I I • I I T 1 I • 9" -8 o T I I 0'-0" ELEV. `Y' I I FIN CONC. SLAB / C — — — — ] 9'-51, LO y y , S3 I I • = 4 � TYP. U.N.O. 1 1 22'-7 1/16" 6'-3 1/2" 11 17'-9 7/16" • I 1 3'-8" r 1 24'-10" 1 I r---I I � I I• L— I ' PROVIDE LINE FOR ( CONDENSATE LINE • _ CE MAKER F71 I x in --I------------- --- ---- (--�� ��— ----------- --�=—iJ / r( r C.J. STEP o ( I� • r , • �1 I I MIN.411 S3 3 -8 v ---It I BUILDER TO PROVID 1 1 CC APPLIANCE PROTECTIO r PROVIDE 1/2" x 9" WHEN REQUIRED PER FBb 1 �, RECESS FOR FRT. DOOR S-3 • co o I • I ° TOP OF CONC./ PAVER TO BE i K w 1 4" BELOW FIN, FLR. F-- — o o I A I I • • • I Ir nED ! U) I s3 °P o T o i i TYP. �� _4uj ce) (2) #5 VERTICALS 1 U.N.O. C.J. I I W/IN FILLED CELL C.J. -j 1/RECESS (2) #5 VERTICALS N r I _l S3 W/IN FILLED CELL _ �• • o "SEE S-3 FOR i M A I RECESS OPT."S3 0 I L 1------ ( • I S3 I s3 --- —I_811 I I TYP 1--- J.N.O. I TYP • 1OR OPT T. I - -} M ------J o — — —J __ �J • • I I N • TIM • 3'-0" T-O" 12-8" 2'-9" 4'-8" -4„ 8'-0" 9'-4" 46-8" 2-0" 16'-0" 2'-0" 20'-0" (NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING FOUNDATION PLAN SCALE: V4'=V-0" UIIn zM — o z�Z a J Cl.. '--J w w 0 F' E � V) ~\ o 0 m t` V E pp t7 — N M cN tp M ;O M 0 _O No = di 4.1 Uai L-M go-o C Y O A ' B ®® N C•B D,C itC Lo tan!ar A �nr u. N ° ✓ @�•C; z z 'ue's u� W UW L l�2iI�1 4JO Y� Oh LL ❑ ❑ To the best of the Engineer's knowledge, 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. 1! O Z A O I ` to n>-iMO M Q M LPG a cn•�d' Q a U- Q ^ i�CQ00 a E �° 3 tp W z J 0 d' a z LULL. W m Z tj ja,' '0z CIzQU Z >- a , mz pp, J 8�� a N 0 M ~aOZ� O In C1.4 Ln CL Z LU W�� %`'/ M az8g � "a Z `/w'1 d. W °EWao zUj C'�pZ • O U-a (n wCz ,�08 >' o L n �C z itY � T� Q � W LL Z a~ Z .... Z) > �." Z O a z LL SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: AQUINONEZ VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. 5 46'-8" UPLIFT CONNECTION CROSS-REFERENCE 151-4" 164" 16-0" MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY SYP SPF FASTENERS CONNECTOR CAPACITY SYP SPF FASTENERS 10 TYP. q U.N.O. A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" J1 C, I E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" ,S w 2 EJ7 EJ7A E17 W F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d cJ3 CJ3 H HTT4 3610 3105 5/8"ANCH. / 18 10dx1-1/2 HTT4 2715 5/8"ANCH. / 20 10dx1-1/2 o J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 i� K H 3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS o cds CJ5 L D5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS o M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS '- N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2' A01L Q I HUS28 2000/4220 1720/3125 ** 30 - 16d x 31/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 112" MTW12 1195 1005 14-10d x 1-1/2" N H j (2) q q A ()N S MTS16 1000 860 14 -1 Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" A02 T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-112" O' A03 o U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY `- V LGT2 2150 1850 (16)16d SINKERS & LUGT2 1850 1810 (16)10d NAILS AND (7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE @ 24" O.0 TITENS BOLTS A04 W A "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1 1530 1 1285 1 24-10d X 1 1/2" A05 TYP, SP1 585 535 10 -10d SPT22 685 8 - 10d U.N.O. SP2 1065 605 12-10d SPT24 1030 12-10d U) H P2 645 555 12-10d X 1 1/2" _ A06 * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY q Q *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE TYP. O A07 THE PLATE OFF OF THE TRUSS. U.N.O. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3112 & LOWER. A08 DROP HIP DETAIL A09 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) (B) (B) lA) Y 0 O O 60 M 00 M rT� S3 (+) 1 OR 2 PLY CARRIER - TYP O 9 U.N.O. 0 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+l- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (-). (B) INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (8) 2x4 SO. PINE #2 OR #2 PT. STICK A09 LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED F. FOR HIP PLANING TRUSSES. R1 1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS_ 1 OR 2 PLY CARRIER —} A08 INTERSECTIONS. SPLICING / 2 x CONT LEDGER A TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION, A07 YP TYP. a U.N.O. = A06 A11 C D03H O B01 N G 13 G B02 D1 W 1 eil w A 5 a TYP. AT LOW = B03 0 D1 m ROOF ENTR 50 SIM. W/ (1) MSTAM36 @ BASE EA. EN 0 B04 D05 A (2) rF °P D04 ' CEIL S4 C) B05B T� 7 J4 L THD26 C05 o -' 9 r E07 D1 0 1A 0 0 ' f J3 w N KNEEWALL BY BLDR 4 L THD26 C04 D1 EJ02 LJUS2 CJ3S CJ3 o N TYP. @ G ` . w o HIGHENTRY EJ5S C o 2 01 N 16" O.C. DROP G BLE ENDS A 1 4 6 C (S) TYP. S5 D1 D1 AT HIP U.N.O. TYP, q U.N.O. CORNER 21_8" 4'-$" 9'-4" 20'-°�� ROOF SE FrNMINGAE D1 SHEET FOR PLAN B TYPICAL ROOF SCALE:A"=1'-0" 130MPH ENCLOSED FRAMING DETAILS O LO_ Z M 0 z� Q J a. Z V) CD Q) a 4--J w ru 0 �U — w O (%) F- E o U 4)M of 8 —O MOONLU C-0q U� w�00 owl: cY Q rn m CL o0 o A1 N C•B,D C 0 co m,M LL A UP ?, La 19 - E �' s °R m �, W nllb F > �rs�4f�l11C• ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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. C Z fV O a� > U M C,�M fa Ln _0 Ln U � 6 � 000 Q E 1-1 LULU z [C _I � d- O W LL O L„Z n - tn o EZ z<0 a Z> I $ a I-- - 2 H Z. P zz Z � W J CD Q S O O VV N coW, W O Z Ln m N Ln < i r-1 z *k � J°� a Z Q� CJW �J(] �_wc�L co Z z A z W°o�00o V1 9 WW u-z< 0 CS Ln LL 1040 RpZ¢ O cYiaw o LL U- O LL " U z ON z � L.L a L.V SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: AQUINONEZ VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. 6 • :i.'• �' '" GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS to • • • • • ' ° ' ° APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY STEEL LINTEL F E F z c 8F8-1B/1T O — O 8F8-OB/1T ; O I vt •• v, s, I •, " z I ® CO ® s"e� ° ° TYPE DESIGNATION #5REBARATTOP #5REBARATTOP A z ' F = FILLED WITH MIN. (1) REQ'D MIN. (1) REQ'D a 1-1/2" CLEAR Q J • • • • GROUT / U =UNFILLED a ° -i/z" 8RF14-181/1T 8RF14-0B/1T R = RECESSED CLEAR o a I QTY. OF #5 0 ° REBAR @ BOTTOM p ZO OF LINTEL CAVITY = a M.u. J L V) CD ° ° • . J, : . ° °, Q = °� a F a C.M.U. n , I '°°` '•°` ° °• Q NC7X 1 L1J I 8F 16— B/1 T " a a �P�y ram° , < r ° •, ` v °'° ` r °'° ' �n Z 4 e GROUT F=- ?f ` o !i -- •f� j •' ` NOMINAL t QUANTITY OF ° 5 REBAR AT 0 w ' i \ \ O LIJ E • • • • • • • ° • WIDTH #5 REBAR AT O o w �, 5 REBAR AT BOTTOM vi n� BOTTOM OF ¢ U <o D DLn -------------------------------� TOP LINTEL CAVITY y 8F20-OB/1T 8F20-1B/1T 8F16-OB/1T 8F16-1BMT NOMINAL -BOTTOM � ¢Op QL � Q AS INDICATED F- O O O m O O O O HEIGHT REINFORCING —~ m Q U d Cl) 7-5/8"ACTUAL PROVIDED IN �� LLI C tC C0 8" NOMINAL WIDTH LINTEL 16 GAUGE POWERS F— E C co UA °(VARIES) STEEL BOXED LINTEL li w." ° MIN ° ° MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.) U 4) (1) ao 1. f'c precast lintels = 3500 psi. x 4 • • ' ` ° ' • ' ` • ' ` ° ° 2. fc prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN Q 0 Cn 8RF6-0B/1 T ° . . ;' , 3. grouted per ASTM C476 fg = 3000 psi wl 1. Refer to manufacturer's specifications for installation. ° , ; . r .. • • s , 4. maximum 3/8" aggregate and 8" to 11" slump. c 5. Concrete mason units CMU r ASTM C90 wl 2. Contractor to provide proper protection of lintel to prevent rusting. masonry ( ) Refer to manufacturer's specifications. N c a " c © ° minimum net area compressive strength = 1900 psi. 3. If lintel is scratched or damaged refer to Powers Steel for repair. A , ; . ° , 6. Rebar per ASTM A615 Grade 60. D r ek Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required at top ® �•. o��f •', 7. 270 low relaxation. see lintel plan/details for bottom steel required. ;•. 5. A bonding agent must be applied to the Steel Box lintels prior to J�16_ 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S.applying the cementitiuos coating. See contractor specifications8F20-1B-2T • �_z ,00 ;*',' •• • • • • GENERAL INSTALLATION NOTES F �7 In NtW �` d- °"".. 'If,- ° ` K 1. Provide full mortar head and bed joints. O Z 2 M �^, O 8RF22-1B/1T 8F24-OB/1T 8F24-1B/1T .' ; • 2. Shore filled lintels as required. W N,� .� 2: °°' •. 0 0 0 3. PY g LINTEL PLAN NOTES: = m... _ �; Installation of lintel must comply with the architectural and/or structural drawings. v, cn 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W CAL vertical cell reinforcing andgrouting.W Q a yyy , e 0'., 5, All lintels meet or exceed360verticaldeflection,exceptlintelsl7'4"and 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. Z �,�:�� ¢"" �! • ° ; ° longer with a nominal height of 8" meet or exceed L/180. A *T'4 <. 6. Bottom field added rebarto be located at the bottom of the lintel cavity. 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE Z tn` c' •, r , •, . , ° , , ° , . ° ; .. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. rr Q r '° Cast -in -place concrete provided composite lintel in lieu of ASSUMED TO BE 16 MINIMUM DEPTH. W N ,� 8. p ace co c ete may be pro de po to / 6 z` masonry units. O U m F- g. Safe load ratings based on rational design analysis per AC1318and AC1530 3-THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE ° •:'r : ° : 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. LINTEL &THE BOND BEAM SHOULD BE COORDINATED WITH 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have '`° ° - • v , a ° ° , r' • , , ° °,, ° e ° To the best of the Engineer's knowledge, information, and • ° a coating of stucco applied in accordance with ASTM C-926 or other approved THE ELEVATION DRAWINGS Coating. belief, the structural plans and specifications contained within these drawings comply with the Florida Building 12. All lintel dimensions shown are "overall" lintel lengths. 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER Code Sth Edition (2014) Residential. Engineer's signature ° °-A;":13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) LINTEL HEIGHT. and seal is only for the structural engineering portions of '°' •' ' -. ° ° ° ' �° '. ° •' �v '. ° ° ' �° the drawing pages bearing Engineer's signature and seal. • loads shoud be checked for combine loading with the following equation: • : • : Applied vertical load Applied horizontal load 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED °` Safe verticalioad Safe horizontal load ,Q FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED i •° •° �.'• ,�.' '.'° ` �i' O FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. 8F44 1 B/1T 8F40 OB/1T 8RF40 OB/1T 8F32 1B/lT 8F32 OB/1T 8RF30 1B/1T 8F28 0B/1T 8F28 1B/1T Z N ® © ® 0 ® n 0 � POWER STEEL LINTEL IS AN ADEQUATE o � o j�Mo SUBSTITUTION @ ALL LOCATIONS UNLESS o4,M o NOTED OTHERWISE AT OPENING LOCATION O a � v Ln is cn 'L V- Q0 ON L_ LL Ln Z�300 zt° WJ Ctn O O Z W U_0 z to a U NJ 0 0 rOZ? 00. z>- v = Zw►-Z �s GdW LO Oa0 00 ce MIN. L U�2OZa O M gl J O 5 n D1 N _ rein Q a CYO 0 zZ0oz = W 0toWin ms=Fz 12 OWZ _a6w NZP1N �n $0LLZ� Q a 0 i' n Q Z 00 O L `n 8 U_ o W a~ Z .. .. I — MIN. E Z 8 : Z � J F MIN. O SCALE : AS NOTED O PLOT DATE : 12/7/2012 TECH: AQUINONEZ VERSION NO. _ 5oll JOB NO: 17-1397 LINTEL PLAN SHEET NO. SCALE: Y4"=1'-O" L 1 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR' PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C,ACQ­D, CBA-A, ORCA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (11 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLLIDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1. T "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-078, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 1OPSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4, BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2,7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 LIMITED STORAGE): 20PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3,2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM, 2.3.4. 2.3.1.,2.3,2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS - 10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DIL + WIL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 I A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-l-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y211 GROUT FILLED MASONRY. 3/4" 4.1.7. WELDED WIRE FABRIC (WWF): ASTMA-185IA185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN, 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ks1l C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksl 4.2.2. CONCRETE SHALL CONSIST OF 1 " MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 61'AND 7"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. WIND SPEED (ULTIMATE) 140 MPH 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8' MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8"AND 10"AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE -- "C' (FRC R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0. 18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = 11 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS): 3 10MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W1 1.4 x 1.4 WWF @ DESIGN WIND PRESSURE: MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) ACI- MCP 2011 STANDARDS. # END ZONE IS ONLY WITHIN 5'-0" 4.3. CONCRETE MASONRY: OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. WINDOWS AND DOORS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. STEM WALLS. CONSTRUCTION 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI GARAGE DOORS (V 140 MPH) MINIMUM. TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 9X7 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE"S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1,2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS NOTE: SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/116"STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 4.4� 5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS'SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718"STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8"THICK EACH. 3RD LAYER 118"THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 NOTE: PER FLORIDA CODE R706.6.1 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 13/4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 KsI DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksl SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KslWITH G90 NAIL DISTANCEFROM EDGE SHALL BE Y8". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.& 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131", 10d = 0,148", 12d = 0.148", 16d = 0.162'. CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 4,5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'TBOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E 2,000,000 PSI Fb 2,950 PSI Ft= 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36136M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS"NON-SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02EOI TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED I . FRC R318.1 - "A permanent si n which identifies the termite treatment provider and need for re -inspection an�treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Inigation/s grinkler systems including P,11 risers and ith -0" of the building side wall. spray hea s shall not be installed wi in 1' 4. FRC R318.7- To 1s,rovide for inspection for termite infestation, between wall covering an final earth grade shall not be less then 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soli disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas In concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soh after the initial treatment. 8, FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If r@Infall occurs b6fore vapor retarder placement, retreatment is required, 9. FRC R 18.1.5 - 1 rate ove ur n' mortar along the foundation perimeter Sol must N rpo I t e e9va remov e, ore exterior reatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed er construction is complete, includin landscaping and Irrigation. Any soillisturbed after the vertical barrier is applied?shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a pqmplete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. f2iiiiiiiiiiiiiiiiiih 0 0 z OOV) Z (c) Q) 0 (D- V) F- U) co V) F- (a MV C) LU E 8 0 C W Cl) E :2 cCQ1 0 Z5 (, :IZ 0i (D C) W .5 LL 00 < U) CL 0 CD < C; IN-C-B-D-C kj C14 Ul) Lin C, 13 P�- 0 .0 co z Lj_ LL. CL L CD oesE 0 z RLW 10 F, E S To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building code 5th 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. C) 0 Z r4 0 cu P-1 4-J C) 5 "o CD CD z J:) cy 4-J m In ycnoN 0) - Ln LL z M _1 31 0. 00 E z § z M Uj CD W _j C:) ko ce&Z 0 LU LL -Z �Z- IN, in 0 0z >. z < 0 00. z >-.Z< d z xzzgz z � � � Lzu :5 uj CL U 0 Wo LU C-4 0 z @ z LU Uj Ce C:) U-1 r*4 (1*4 Ln F_ _j LLi 0;� z 0 < 00 1:;l 0 0 z W LL Z Z Uj 0 1— z 0 U, CYX Z;i -u U-1 r44 S i� 8 r <<-I U6 F- LLI g > 10 CD z :Z F- a j5 = < W Ce Ln 0 92: U. in M z 6 z < Uj 0 .q -, -1 W LU < 9: �E U. < 1_m LL z LU z > z _j SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. S N w J c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +. + + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + + + + '-0" (TYP,) + + + + + + + + + + + + +++ +++ + + + + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ ++++++++ + w — 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0,280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCIOJoist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x —+ 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap x x 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. FILL CELL STD. 90° HOOK BOND BEAM w .... ........................ ...... > STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. ... ........ :.. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" max ) gap • � 4 max. 411 4 Clinch nails when possible Tight fit u 2x4/Plywood/OSB web stiffener required when indicated or - Hangers with side nailing. - Hangers with sides not containing top flange of joist. - Birdsmouth cuts. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Vertical load transfer =1900 pif max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists meet over Load bearing wall must stack beam belowall, or wall stacks directly over wall or "Non -stacking walls over squash=20 blocks and Load bearing wall must stack over require additional wall or beam below.* blocking and wall or beam below.* consideration. Check local building When joists meet over wall, provide 10'-0" code for appropriate 1 3/4" minimum bearing for each. 01 details in One 10d box TANK -LESS W/H areas=20 of high or-20 sinker lateral toad. nail each side at bearing. CORNER OF HOME H C G GARAGE SIDE O 00 Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist 5'-0" for each lapped joist. 01 o blocking panel *Non -stacking walls STUB10 -OUT FOR 1 �_Or� o o 10d nails require additional consideration. GAS METER O ? Squash block SECTION nn INT. BRG. WALL 1:T L) (2x4 minimum) l� No Bearing wall, Versa -Lam LVL or N.T.S. _ Glulam Beam • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 'IT-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16-5" 1 USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. T-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 131-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges A 1%" ROUND HOLE MAY " S 6 " BE CUT ANYWHERE IN 11 CANTILEVER THE WEB, PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1 Z" NOTES: DO NOT CUT HOLES LARGER THAN 1Y2" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT, DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1l" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate BCI5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s@ BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. USP MUGT15 TYP. �GIRDERTRUSS 7� — r 2X TOP PLATE 5/8"0 THRU BOLT 2 X B.U.0 MUGT15 TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR : AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-/' SEE PLAN FOR--'°• a . • • ° FOUNDATION INFO STEM FOUNDATION I- -GRADE r-REINF. SEE PLAN - 4 T 4.° A-M a. A/C CHASE 4" PVC (2) #5 REAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION Ilill'dlli�lll. 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE I ° a r_� I SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4' 0"_\ CENETERED @ PIPE PENETRATION PLUMBING LINE -------a ---- 4 `— a a— —---� -------- ------------------ co Z • ° . • 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d a' 4 -------�. --.°f 4° G ° ° a' 4 a d ° —� III— / —T— SEE FND. PLN. SIZE & REINF. 0In In T zco z� Wi Q J cL U, z0 (1) (4) "U — U1 0 :D ro ~ 0 o0 t—' C) m � cNn i— E — M N ;O Cl) O oo _ di Z_L-00 -00 0 a C (0 o ,n o v o A I B D. N C B D C i 0 4a`ytl�t W VIM W� .... —, ~s U- O d ccovc )g Il/1 a ^a . O i'Jill, ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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 (ill N 0 -qj CD in M O M -(0 `r) N U_ M. Q �� Z t0 W J � 0 W LL 0 LU W � U0 Zo0 Z>0 4 _ ZZ Z z "gW W� C)OV 3. .8 ,oSWN �c�Oz °O r-i f'Y'11 O rl Ln Ln i--- J 0 a� V S Y � oo0W 00Z,W '0 Ili z Z iuW0��0 O > NHW V 1 u�WO o ,O p5 J C) U. a~ z .. jZ � � a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE ")C@ W/ 2-16d TOE NAILS @ EACH END s „ 2-16d TOE NAILS @ EACH END (OR / GYP. TYPE 'X GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT .) GARAGE GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID CONNECTOR 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS. 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. Ir 3/8" MORTAR BETWEEN SHEATHING W/8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN EDGES, ND @ 1D2" 01 C• @ FIELD NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & •c SLAB & BLOCK SP SPT22 CONNECTOR "J" ��° n n n SP SPT22 CONNECTOR 5/8 x 10 J BOLT 24 O.C. W @ (1) LAYER TYPE 11(#30) @ 6" MAX FROM END OF 2 x PLATE E N _ - 5/8"° x 10" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) #5 CONT. ON 3" CHAIRS (TYP.) 6 x 6 W1.4 x W1.4 Cl) M 0'- ELEV41- (ALT:1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (2) LAYERS TYPE I OR TYPE II WWF OR FIBERMESH 1. ' 0 10 WEDGE ANCHOR 2n x 6 W1.4 x W1.4 O.C. OR 5/8"x10' WEDGE ANCHOR @ 24" O.C.) 6 x 6 W1.4 x W1.4 ° . o (#15 OR #30) UNDERLAYMENT ° a ° . A.F.F. .@ 24" O.C.) WWF OR FIBERMESH WWF OR FIBERMESH . ° • ,• FOR ROOF PITCH 4:12 OR LESS. °' I I— I — m D . . D' I —I I — —I I = p T � —I D ' �� I r p a ° , ° ' ° 0 a a . ° . .q ° °. °.Q ., a a ° a .. ELEV. 4.31/2" ,� 31/2 MIN. �� 31/2 MIN. UNDERLAYMENT SEE R905. PRE ENGINEERED WOOD;2x4 TRUSS @ 24 I II ° 4 pFOR CONT. ° 4 a ° 1/2"(min-4" 00 ° . '31/2"(min.)REQUIREMENTS —T D P °• .. rs •' 12 ANCHOR EACH (TYP.) TRUSS (SEE UPLIFT SCHED.) W/ °HURRICANE ° DEPTH VARIESIT-, 1/2n(min.)GARAGE - — _ u — Wi LU VARIES METAL PL. UNDER EA. TRUSS 81�- a . a. ° a - :°.. ° ° ° I ' I —I I =I I —III= I— —k1pyI�, I� Q g _ "'—u l " "'— I I— ' " MOISTURE BARRIER (2) #5 CONT. „ , „ 4 1-4 8 (2) #5 CONT. 4„ $n � TYPICAL INTERIOR BEARING U.N.O. MIN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFTTYPICAL rGGN)iGARAGE SLAB AT STEP B U.N.O. TYPICAL BEARING WALL STEP SHEARWALL C BEARING WALL STEP @ rCC NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION "= �- �� SCALE: 3/4 -1 0 53 "- '- " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 _ , SCALE. 3/4 1 0 S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. — ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING DSEcc� W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" 0/C EDGES, AND 12" 0/C FIELD. �M SCREWS @ 7O.C. SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �� MAN ors (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ i6" O/C cpN� ''� FOR WALL HGT. < 8'-6". 2 NOTE: INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS INSULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL �� 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL G/S3 FOR ANCHOR "J" n° n n „ n n° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIDE IF APPLICABLE. USP SPT22 CONNECTOR - NAILER BOLTINFO. 518"x6" BOLTS BOLT @ATE 24" O O.C.VERT. OR WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"- EXPANSION BOLT @24 " O.C. 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ( IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ W/ 7" EMBEDMENT (MIN. SHEAR 3500# MIN. TENSION 2600#) �� n (6)1/4 x31/4 TAPCONS *USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR " BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 E r 2x P.T. PLATE FIBERMESH EEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH o ARCHITECTURAL FINISH ASSUMED FINISHED ] c PER MANUF• E w #3 OR #4 REINFORCING BAR Uj ix2 PT WD FURRING @ 24" O.C. (1) #5 VERT. IN FILL ' GRADE MONO STEMWALL Z = D . D '_ N z '- p FINISH GRADE °° M D • GRADE 40 MIN. Fy= 40ksi n #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] g a _ m D• — _ o _I I p . • --> I1; - T L „ 1/2 GYPSUM WALLBOARD OR ° ' c II U.N.O. CELLS SEE { FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p ° p. FOR CLARITY D o' —_ __ __ _ _ �O ° p = D I I I= I I I -I i—I _ 60 6 MIL VAPOR BARRIER I n, ° .' I I I I — — z '- w 5 REINFORCING R 1 718" # RE CING BAR _ I— 1x4 P.T. BASE NAILER 4"x4" INSPECTION ° — — — o° ° I I I=III=III=III—III—I I I= z I—III=I I I —III —I I I I I I —I 12 _ _ I D ' T � 1 #5 LAP SPLICE (2) #5 CONT. ' —I ITT �� I I j I ► n 31/4 BASEBOARD PORT AT EACH p. NOTE: ° ° — — * g III—i (—I I (=III=III=III- N FOR BEARING WALL I=III=III=III=III=III, T — COMP. SOIL. (COMPACTED TO D I 36"MIN. LAP [36"MIN. LAP] ON 3" CHAIRS $ 11411 $ �� 1' (TYP.) FILLED CELL TYPICAL W/ UPLIFT ONLY 95�o MODIFIED PROCTOR ASTM = 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER (� AT GARAGE CONTRACTORI=III= _ _ _ _ _ —_ I-- —III=III=III=III—III=III=III=I (=III=III=III _I I I I ( D1557)- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -III—III=III—III—III—III—III—III—III=III=III—III=III--I "—"'—I 1=1 T l=I I TI III I T I„I T I ;III-1 1-I i— I i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING K�E REBAR DETAILS rF WALL W/ UPLIFT G W1.4XW1.4 WWF OR FIBERMESH" = DECO FINISH BELOW GRADE 11 to 6" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 c SLAB INFORMATION. SLAB INFORMATION. r L ' °D I' °O — —I 1 6x6W1.4xW1.4 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 _ M D oo =11— -' 31/2 �� WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 O SEE PLAN SEE ROOF PLAN S.G.D. U.N.O. M ( ) WWF OR FIBERMESH T _ 6 MIL VAPOR p = z r min.) 4 �� 10d NAILS TO TRUSS TOP CHORD FOR TRUSS BARRIER p: C • Q N a 4 e v GRADE AT 24 O.C. MAX. . x x x CONNECTION INFO . % a a' COMP, SOIL. ° '- '� 00 — — — ! — — — f ' TOP F BEAM & LAYOUT DESIGN a I —id - a e •: (COMPACTED TO 95% — I — -� ITI — — — o _ � I I IiII iT z _ _ — -(1) #5 REBAR w/ OPT. SEE ROOF PLAN � _ a: a a A •' _ rr °`? _ MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. T I— —_ — S E N NCLOSURE T�` - I I�� FOR STRUCTURAL BEAM SIZE & N a I a a, "� - • - • i r (2) #5 REBAR CONT. 4iT � 2Xa P.T. CONNECTION INFO . . . ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE MIN•P 6TE — DETAIL ) O.S.B.U,N.O. 2x4 #2 SYP P.T. FRAMING w/ 4-7 SEE A/S3/J/S6 TYPICAL WALL SECTION ATYPICAL THICKENED SLAB EDGEK"L �L COLUMN LOCATION MIN O.S.B. SHEATHING Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 SCALE: 3/4" =1'-0" S3 SCALE: S3 0 SCHEDULE ¢ SEE TYP. WALL SECTION FOR ADDITIONAL w P.T. 2x 1/2" GYP. BD. I> SLAB INFORMATION. „ HOLD GYP. BD. w SLAB STEP & RECESS S.G.D. rM 1/2" FROM SLAB o W 0 CONT. BEAD SEALANT SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO OIL0,4, STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND 2X STUDS INTERIOR @ 24 O.C. U.N.O. & BASE CONNECTION INFO, CONCRETE SLAB EXPANSION JOINT a a.d °' 31/2" SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND 14 O.H.D. RECESS z G 13 O.H.D. RECESS E d d. GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS r CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL EXTEND FILL CELLS _- • ' ' r �' a' : •`: ' "'j EMBEDMENT 12" O.C. WI DRYWALL SCREWS @ 8"O.C. @ STAGGERED, FROM BOTTOM INSULATION PER CHART TRIM PER PLAN _ TO FOUNDATION PAD _ d. MAT REINFORCING. • • :.'' -I�--- <,. •. " —_II �-_ _ — • a L—I• r' CO) — °' `" —:—_I =I_I--I ':',' .+-r,'' PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL - z Q r� - GRADEQ . :. 411 ;0 -II;'. �; 4 • �..; TENSION 120#) CONCRETE SLABo SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS I=IIa: 1' —I I . x 6 W1.4 x W1.4 7 J6 .a ';•• , L ,'' I • ';a.. OR FIBERMESH FILLED SOLID z I wWWF ' 00 _ =I BRICK PAVERS or SLAB PER Zo w w O o x -III=I • '' ' °• _ _— _ ° •' ' : SEE A/S3 OR J/S6 I�, IIT I .'�'. — SEE A/S3 OR J/S6 -� I h N I=1 1= I 1 =_ — ° o-o FIN. FLR. COMMUNITY SPECS a �- c� 1--_ ° -9 _ M 6 MIL VAPOR — 17 —hl _ I ITI I I I l—III=III-1 I I I —III=I I I=I I I=III =I I =I I I =— ooTwG J , TTi T�_ -- �' 11=1 11=1 1=1 11=1 11= -I I III=IIIE1 11=1 I =III I (I=III III U • FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =I —I I —I 1 —11 I=III=I 11= I =-III—III I III I I I. ,I I BEYOND 1' " (1 STOR / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) E—III III III III=) I —I I I "—I '' r v.•'% PAD REINFORCEMENT —� I=1 I I=1 I I—' 3" MIN. CLEARANCE (SEE SCHEDULE) 1' 8" 2 STOR ( 1'-8" 2 ST R ( Y) n' „ 4 4 a • SEE FOUNDATION FOOTING WIDTH CONC. PAD INFO. ''*' • •' SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL K*-N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=T-0" JJ SCALE:3/4— V-W SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. G In z o zCID a z ( Q) ) 4'-d w ( p U — w 0 F- 0 _oo U w I-- E — S 0M M C t0 CM B -0 M O o0 U U_OD a ,^ f- 3 V.. ¢rn oi¢o A ' N�C �B �D�C 5 �o' O E zz fi,W' 'N• J o 2, _J LLA• LL. •cm�J =W it _. ,4 LL' LLI To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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. i O Z N 01� �>-+�MO M ¢ M Ln itL En aa) U_ Ln Cn CL 00 Z LU_jo� �O d' O W tOLOLUZ qg wmQW L 8xf= 0 Zz¢O-�W Z Zwl-z W �o� Q 0 2 O� W N F_ a O Z O ri U) (`V ,1I i �1 Q ■ `� J LU qqoa N ccN,4� w000� 0 00 o0W Z �"'aoWz�:Ea oz^~N � J ^V w O w z °d nwis O �H z LU U. c> U. Z � .. F— .. z Zo� g SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE s PLAN (2) 2x HEADER TO SIT ` 2x6 / 2x8 WALL BEYOND ( FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER I SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP V EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4' O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)1Od @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4. 12 SEE TYPICAL WALL SECTION (TYpj SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)1 Od TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER +'+ + + STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING —� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX —� W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) '—ROOFTRUSS FT CONNECTOR (SEE SCHEDULE) ')TORE BARRIER SCALE: N.T.S. Z—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 112" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM 0 DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR/ FACE OF BLOCK WALL IS 21/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 'Q G U a' d. a a , 8 STD. 90 HOOK $" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J r W O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOC GARAGE DOOR ROLLER GARAGE FLOOR CONNECTION ASSEMBLY :.}.� _ TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. —TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. L� 7 5/8" 8" 7 5/8" 8" 7 5/8" Sri SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ Ct DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4. VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -� 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL ° d d W 0 DOOR STOP °. d d Q MOLDING �z d d 2x TOP PLATE V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER, TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ,1 TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 �N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 1Odx1Y"@24" O.C. 10d NAILS @ 8"-- O/C TYP. DOUBLE 2x —� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END V-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) 1 (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) 1 (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP H7716 TYP. U.N.O. SEE NA "* HOLD DOWN CONNECTIONS Op�00,4 NOT REQUIRED @ BEARING FN/NC, WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. SL� SPT4 u1ner' 2X STUDS LOU 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d G P.T. ATE USP SPT a Q ° 2X8 P.T. BOTTOM PLATE UU 5/87x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SEE TYPICAL WALL SECTION 12 (TYP.) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER ` 1/8" THICK. /--CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS -" USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF Jy SPLICE STAGGERED V ATTACH ALL J EXTERIOR STUDS WI IAI 16d TOENAILS T076P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS USP rc 1 vor or i 4 SPT24 or or 14 10( ST � M' TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 _Tff_1 SP SPT22 USP SPT4 2X8 P.T. BOTTOM PATE USP SPT24 NAILED INTO TRANSOM FRAMING USP_ SPT22 USP SPT4 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SPT4 ii SCALE: N.T.S. 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED IOLTS @ 24" O.C. U< ?X P.T. PLATE C ROOF TRUSS ABOVE /- 2X BLOCKING 0 -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. L PLYWOOD r-PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 PLYWOOD SHEATHING MASONRY — WALL J-BOLTS @ 24" O.C. WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA, ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. C.0 `n zo Z Q J z Ln C9 D 4-J w �_ — w O - D_(/) = � N Ln o 0 '— U COl• 04 iW— E — 8 M M ` --0 al M O o 0 Uw �aa Ly Y <Crn � O ¢0 B D. N.C.B.D C 0 Xk ' T 0 44 Z + �a co > 0 UJ O 62 :V`4i m lt, 1 b a 1 ,11 n,1 a110 ❑ ❑ To the best of the Engineer's knowledge, 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 O Z f_1 0 au I, i>i M O M M Ln a Ln 0 Q L_ Ln L a61Q00 O Z OZ wU� w z I- a: �O Z<U z z>- ux W E5 dw OgpLOU9 J C)O 0.0 W s N w© z T—I , = OJ T-'I N Ln r.a J J W Q� M \IV ZO vYv 21 wOG7d. �0z °O LL 0 Ito z ? � Wwo�=O z N 0 J a to oaga w-' g i- Q Ln OZzd CD U. LL Z � I-- z Ha SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. SEE STRUCTURAL SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL I OUTLOOKER @ 24 @ 24 " O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 211x4" O.C. (OPTIONAL - SEE BLOCKING FORxI OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL- ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR Od FASTE3"@ FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CROSSBRACE EQUAL @ EA. ROWS OF TRUSSES @ 24" O/C. CMID OFTRUSSES @ EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE TYPICAL TYPICAL @ RIDGE FASTENED AT T "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM O.C. EACH JOINT W/(3) AT LEAST 90% OF WEB @ $ -0 O/C. EXTEND LEAST 90%OF @ USP �� 8 FROM RIDGE FASTENED AT ftIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH EACH JOINT W/ (2) JOINT(2) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d& 10d TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING ' F" 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARDFz:::��1/2"CDX GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS {2)16d NAILS TACHED BOTTOM ATOENAIL INTO 2" 6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2 x" P.T. SILL NOTCH "L" BRACE HERE OF TRUSSES FROM EA. END 2x4'7 ON TOP OF PANEL @ 48" O.C. 5!8" x 10" "J" BOLT @ 48" O.C. _ WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH - 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER USP HTA20 OR EQ. @ 6-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED SECTION TAPCONS. SECTION STRAP MISSED VERTICAL 1 2 SECTION (a) WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. 55 SCALE: N.T.S. S5 USP HGAM10 W/ (4 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/ x 1 1/2" SCREWS REFER TO DETAIL J ON SHEET S5 FOR r r X-BRACING, AND TOP r CHORD BLOCKING N 00 INFORMATION C° 11 WOOD TRUSSES 2x4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 2x4 L 2 KIN (D = 0,148"; L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL O/CTOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5� 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT W1111TlWIuIPz :ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C @ W4' TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS 17 MAX JOINT �., , ..,,...,.,....... .,,..... Z"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16-d TOENAILS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 24 OUTLOOKER 0/C TOP CORD BLOCKING FOR USP RT16 ORFIRST FOUR ROWS EQUAL @ EA.OF TRUSSES @ VAT OUTLOOKEREDGES OF SHEATHING TYP. E TO EXTEND T 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED (2)16d NAILS W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACKTRUSS / EE PLAN FOR 2x4 7' ON TOP OF PANEL-' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION 9 SCALE: N.T.S. S5 MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 V' BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) ­ . ­. % , „ ., GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d @ 6"O/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 0/C DT TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS IF2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHE'1 10d NAILS O.C. TYPIC GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C— TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE -� FASTENED WITH (3) SECTION 4, 16d PER SIDE SCALE: N.T.S. �,155SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM -MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" V-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2x8 FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. 0 C7 a z 9c� CORNER JACK Y w z x 0 U HIP FRAMING REFERENCE PLAN a z w a 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n r- CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. a pia i NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS a: LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION C0 Lou Z � o Z113 Z Q J a Z V110 � cn 4--) w •� Gd O 0f o Vi = C) � 0 0 m n � U W E- E —8O Im Cc t° M L° c N o0 all 4) Ua0i LL 00 -OD Q com 0CL o A , e I N�C�a v C L,C L.L ' o SL d go t,�d a .mod in a a�0_LLK LLd� A• To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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 (V O ( n M O � M Q M Ln Q Ln LL SZ ^ CL 00 a E� Z WJ C) d' 0 WZ�° n: V H oZ?-Z¢o ZQg88Qa ZZZ Uzi gED �� .1 US Oo O r O�n� oeo V = w N ~aOZOO O 3 Ln N Ln ,Q o zo wOo og 0:0, '� (C Z 0 LZL�wo��o w ~ F- �N 0 W 8z cn LL- z O J aZw LL O Q U. a "" z .. .. > I— z g z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5oll_ JOB NO: 17-1397 SHEET NO. S5 DOOR JAMB REFER 1X4 1/2"DRYWALL ( DOOR JAMB {REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL MAX,8" UNACCEPTABLE INSTALLTION TO SHT. SDW2-K1 T P)M1F TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS - PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILSFOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR P, �) ED ATTACHED WALL SHEATHING TO X 4 3-1/4" LONG X 3l16"�URRING 3/16" 0 X 3" LONG FURRING 3/16" 0 X 3-1/2" LONG FURRING #5 REBAR AND NAl ILED W 8d COMMON „ °0 6 O.C. EDGES AND 12 O.C. FIELD O.C., ROWS STAGGERED 4" TAPCON. INTO TAPCONS STAGGERED @ 16" TAPCONS STAGGERED �g (TYP,) BLOCK@ SPACING „ DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 2-ROWS INTO 1X8 2x BAND W/ FACE NAIL PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH �� 3 DETAIL STD. 90^ D. 90°HOOK (TYP.) JOIST 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P,T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE �� O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL NOTE: AP SHEATHING TO LBOTTOM DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR OF ND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 GONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3116"0 X 3" f2„ NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS LONG TAPCONS 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 \— JOIST & (4) 3/16'x1-3X' WEDGE 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL NOTCH WEB AT THE BOLTS INTO K.O. BLOCK ,,.5n 71 FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN —_ V_ FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4"MIN. A -A =1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W(GROUT 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS d 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS ; .. ;.,...:::_•.;..,.;:.. USP RT16M W/ (8) NA11 NAILS & (6) T" x 21" BLOCK HEADER ,.:..: <-::.• _° .....::., TAPCONS 1/2" DRYWALL "` ` (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12" NAILS AND d NAIL T 8 SA 8 O.C. AT BUCK 2 x 8 45^ DIAGONAL LEAVE A CUTOUT IN O.S.B. ON THE - " 3" ><K - = (4) X 1 a WEDGE BOLTS [ (1) STRAP =1225 # , : z: - (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION :;' ' ' ''`± •• .. '" ` '`"'' ` (2) STRAPS 2450#]) -::.:,::;,;',= . `=::: ':;;;_.:';.::,.:• 4 ti 7/16" OSB TO BE INSTALLED ' BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. . ~'',:'' `':: ;. IN PLACE BEAM OR CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. , SCRIBE NOTCH (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN •' CONNECT W/ 8d NAILS BRACE/ BLKG. ..:a N.T.S. _•...: et ,..: INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB °' INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 11T 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT, (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D• ARCH DETAIL . . 4MAXRAD SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE 1/4" X 31/2" TAPCONS AT 16" Jr T 0 10d NAILS @ 8" O.C. �ERyyN TO TRUSS TOP CHORD (3) r-On SCALE: N.T.S. SS O.C. 12 + + �FNGr N PLYWOOD SHEATHING 5r-On JACK TRUSS PROVIDED BY SEE + + " TRUSS COMPANY OR PLAN 2X6 #2 SYP @ 24 O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED >, P ' , 410 r1/4" MAX EMBEDMENT INTO ) �� �� 2-0 $ PER NAILING SCHEDULE ALL TRUSS + TO SUPPORT SOFFIT ° • ° :' a ; ..� iD > #5 BAR BLOCK HEADER 1t SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + + p Is ° CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . , a s ° • • •' 9�1d„ ' IN TOP , KNOCKOUT / N EACH TRUSS > ; p ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE B 2 x 8 VERT. W! (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR • _ MONO FOOTING _ .a e, . . e ° (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24 BUCK - (1) WITHIN 4 JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL > ° ° ' 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT • DIRT z TO BE INSTALLED BUILT UP PLWD. BUCK- 4'-0" MAX SEE LAN PRECAST LINTEL, °� � °ffTANDARD c SCRIBE NOTCH BACKSIDE (NOTCH) 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4M." WOOD FOR OVER HANG FILLED CELL .' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'4') _ • , ,- • �. , • ° INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4'MAX. RAD• WALL USE (2)1/4" X 31/2" TAPCONS AT 16" '�'• �'� °" `" °• �'� °" "� °• ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = T-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR ,/—' EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCKAFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET' EPDXY MIN. ZO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER " 6 5" EMBEDMENT & 3" MIN. SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER -0 F.F. EDGE DISTANCE a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP t�i w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• p c� THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL s,:•.:.:,;: p gyp'—* D-r w a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. = .' =: `: ' ' >: ;. '_ ;: --' ' SEALANT :^• - ,_ : ' v e _ I MR. �¢ a � � 1 :..t« ,,rt.:;'. a `:'yr:... . EMBEDDED * PRESS PANEL REINFORCING INTO PLACE. * ' 1" MIN. LAP SPLICE W/ o ' =I —�) L- I z 5X6' INTO EXISTING FOOTING 2-#5X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. ' <:,=::.; �- �. ,: REINFORCING PANEL '.{:: ;t•.r — -+ can cv FILLED CELL a "` n p :° DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. •;;_', _ >;; '> :-r ' ' ` °''' '':.; i<; • :t' ' " MIN. LAP 6 _ I� GRADE o, p .' o �tTr� SET BAR IN EPDXY .,:: G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST " ` SPLICE g Cq REMAIN FREE OF MORTAR. NOTE: `' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r g o LA- TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. - J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE rDF SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3/4" =1'-0" SCALE: 3!4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. C7 "' zC, M Fiji0 Z w Z Q cL z ^V) cf) "W Lu U — w 0 r = ti 0 o0 i�� U w E -- 8 agoI— O M C W M 1acM O O O y U0 LL eo nkao C'2 4 0 O0 a� < O Al B D_ N,C,H D,C Y'% 1.9 wL& O d-rt LLN1 a ._ mac, W•°•. " -' V 4EESS! °N IIIitI il4i ❑ To the best of the Engineer's knowledge, 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. 1f O Z tV O � M O M Q V) Ln QC U_Ln a Ce 00 a .. z � f° WJ tD �t IUf2 w w°w°Z ,2jr UI— LnGO or— ZZ00-x Z Q Q U 2: _ Z Z � z 0 W o� 040 U O Ul=-apz0 M L4 O Ln N -t Q �In w°3 z Y 0 ce. k U 0 U LU z 70ft3 z (n Sozcg_ WwZooZ IA V� ' O o LLZ� =aa < i' O Lr) 0 o Z a T-1 �a w a. z U. a~LL LL . > 0 g Z 0- SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-1397 SHEET NO. ------------------------- r'%DnQQ MDAt-%1K1ir' n=-rA II (TVD X SCALE: 1/2" = 1'-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS —I COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. S. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE -.4DIRECTION TYP. --- IWIMveie]ON fCl WOOD WALL OR TRUSS. SEE PLAN / WOOD TRUSS -1 A BLOCKING DETAIL SCALE: 1 /2"=V-0" STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /--TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX m vvr a- rvu lw "nvl I i I Av vv­ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH v M * I-TI 1-4 TB :32 PRE-ENG. TRUSS CONT, ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM ■ 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING r3 SCALE: 1/2" = 1'-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ NAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 SPF TOP FOR CONNECTION INFORMATION. BOTTOM CHORD PLATE VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL MIN. 2x4 #2 SYP P.T. PLATE R W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY g SCALE: 3/4" = V-0" G.T. 4—� ADD 2X4 ALONGSIDE — TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. TRUSS �A (2) 12D NAILS —� AT 12" O.C. MAX MI r% r- T A 11 SCALE: 1/2"=V-0" USP SPT24 TOP AND BOT. W/ 12 10d NAILS @ EACH STUD —� MIN. 2 x 4 SPF @ 16" O.C. (2) USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN TOP OF TRANSOM SEE PLAN TOP OF WALL SEE PLAN HIP G.T (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT, PLATE TOP @ TF BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 112 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-1Old NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" 8 FOR WALL BETWEEN D1 ROOF SYSTEM MIN. (2)2x4 SPF TOP PLATE Ro � USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN USP M34 W/ (12) 8d X 1 1/2 NAILS @ TOP & BOTTOM ° OF HEADER (REQ'D IF :I @ OPENING LARGER THAN (2) 2x8 #2 SYP HEADER W/ 7/16" O.S.B. FLITCH PLATE 4'-0") 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/10d @ 8" O.C. TRANSOM OPENING (2) USP MSTAM36 STRAPS CENTERED W/ ARCHED OR FLAT (13) 10d NAILS AND (8) 1/4 x 2 1/4 TAPCONS. [NOTE- IF HEADER IS LESS THAN 8" ABOVE MASONRY WALL CONTRACTOR TO INSTALL IF REQ'D MSTAM36 STRAPS TO HEADER & INDICATE - IF REQ'D (2) 2x4 SP VP LSTA30 STRAPS CAN BE IGNORED] 2 x 4 SPF @ SILL PLAT T SILL PLATE 6" O.C. DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM IF REQ'D USP SPT22 W/ —USP MP34 W/ (12) 8dx1 1/2 (10) 10d NAILS @ BOT -- NAILS AS REQ'D AND SIMPSON SP2 W/ (REQ'D IF OPENING 12-10d NAILS @ SILL LARGER THAN 4'-0") OPTIONAL FRAMING TO BE MIN. 2X4 P.T. W/'/"X3" MIN. 2X4 SPF UNLESS TAPCONS @ 6" O.C. IN RECESS LINTEL OTHERWISE NOTED. SEE MASONRY OR 10d NAILS ELEV. FOR TRANSOM @ 6" O.C. IN WOOD. LOCATION MIN. 2x4 #2 SYP BASE PLATE RECESS LINTEL ABOVE W/ 2" ANCHOR BOLTS @ 16" DOOR SEE LINTEL PLAN O.C. & 3" FROM EACH END DOOR OPENING (2) 2x BUCK ATTACHED PER PLAN LINTELS AT ENTRY DOOR w/TRANSOM JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. n L BUILDER FRAME RADIUS FL AS REQUIRED KNEEWALL @ ENTRY FRONT WALL SCALE: 1/2" = 1'-0" SCALE: 1/2" = V-0" ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE (2) 2x4 CONT. TOP PLATE HIGH � PLAN TRUSS LISP SPH4 EACH STUD SEE PLAN HIGH TRUSS NY SEE PLAN BRG. FOR CONN. EXTERIOR/ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2x #2 SPF STUDS TO MATCH SPACING BELOW (DOUBLE LOW ROOF TRUSS STUDS UNDER G.T.) SEE PLAN FOR TRUSS SHOP DRAWS & CONNECTION USP LSTA SEE PLAN 18 EACH LOW TRUSS STUD SEE PLAN BRG. 01 FOR CONN. 2x #2 SPF STUDS SEE PLAN FOR MORE INFO SCALE: 1/2" = V-0" 0 10 M — o Z Z Q 0 c/1 v' w ■` j — w O = 1. N o 0 �(!) U - wigFw G1 M cc 1,0 ::,o M O oa _ � =wCO 4o U) ►I o A, N-C-BD-C �i�\`,,����fiulll W � l cv §1�; o o ; �io i �°pi 10 E4 LL- a ; c co� Z. To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th 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. 1 O Z N © 4) N O > M O M Q �Ln °- .L V Q L_ L F- CL '-� rJ M Q E Z lv Uj W d' 2z WLLo WmzZW UI- Z-0O 0z 0 Q Z > U Q = ?wl-z 19g�w KL -:3 8 U 01"&0 M I-aOZO ulIz LH LH Ln N LnQ ■ ■ ` ^ J Q LLJ � W w � R f,: _> LU J f V oZj Qo �F-'JC3 EW$; c - U) K WOu-ZQ aa'o8 �p�z w/ =a��Zo � Z 4 O � ELL O U. I— Z LL1.. > ~ W H SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: AQUINONEZ VERSION NO. 5mll JOB NO: 17-1397 SHEET N0. D1 I® WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weatl THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER ^' ^ " WEATHER /E BARRIER & ARILY SECURE EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER N RESISITIVE � BARRIER SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) _D FLASHING 8 2 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR RIM JOIST SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING oe 3/4"-V BEAD OF CONSTR. INSTALL SELF -ADHERED ADHESIVE TO BE APPLIED UNDER FLASHING JAMB & HEAD THRESHOLD OF DOOR AND RETURN FLASHING, SEE UP JAMB 6". USE LIQUID NAIL BRAND FLANGED WINDOW OR EQUAL WEATHER PROOF CAULKING (SEE DETAIL WP01) SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD 8 2 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING , CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING 2 NAILING FLANGE SELF -ADHERED FLASHING 5 A O 4 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS 6 BOTTOM NAILING UNDER DECKING FLANGE 8 (SEE DETAIL WP07) 2 7 <> SELF -ADHERED FLASHING SELF -ADHERED FLASHING ' SELF-ADHEREDINDECORNER Iwo HALF ROUND WINDOW EXTERIOR DOOR WITH DECK E 4M i �norwv�a rvlannvu SELF -ADHERED FLASHING DECK JOIST NOT USED 0 SELF-ADHER SELF -ADHERED FLASHING OUTSIDE CORNER NOT USED SELF-A__.� PATCH HERED FLASHING 0 0 0 0 Ground FOUNDATION WEEP SCREED NOT USED Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R7 03.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant fleshings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.0194nch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 31 /2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked as On each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or Sim. caulk for all 0 LO r z o Z z Cl- Vn)1 (D QC W U - LU OLh TM y t%i o 0 F- i U m n � M E F- `Q MINL C ill M O Cl) 4i V- Co co = Y Q 0 Q0.0 a Q p A , N.e,B D4r s� �p N to N CO r c`c o. vrn Vi o 00 o r- o ci CCN Z Z : G7 tL M W a> ;� ii a uJ a s LU Z V O �U)(D 3 C Ni Q (ri � H o 04 co 04 '` N OU J I- 0 U m 00 0 To the best of the Engineer's knowledge, 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. 0! CD 0 z fv O�l� r>-+HMO M Q M Ln cn •r d' 1q) Q QUA Ir7. a. Q CO � u Z WJ OtL� d- oZ W rLL 0 uCM knoo 1=0>_ZQU ziQSO a7d N Z ~ '_ Z Y J 0 o LO a. o Oro Wo 0. = Z W O _3 ,-1 Lt) W LNn V-1 Wooq°W 0 W Z opt-zmO W LL W d - o � Z > w NO ~<_J J (� O �E>`9 /LYE 0 w Ou-Za a0a /� w / 0 RRd 213 ZCe 0 P Lli I, I- u UJI . . `t > 0 g Z J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5.11 JOB NO: 17-1397 SHEET NO. W P N C N C)USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report O } (Q cu • c-n O 0 QD = Q i-�._.Q W V J O O ^^L� 1..1. VJ V m ^� 1..�1... O s_ W Z W Z 4t J SHEET NO. PA 1.0 A3 FL17244.1 ESR3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD21 B FL17232.3 ESR-3445 HU218 FL10855.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET mponents listed below If Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 2 1/9/2017 FL#15225-R3 do Entity o Date Date Date Pending Date Type Versio Manufacture Contact Eno ineer & License Validated By Validated Submitted FEC Approval Approved Status Revision 2014 Therma-Tru Corporation RickWrIght National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management I nstitute (813) 767-8555 SubCategory: Swinging Exterior Door Assemblies rickw@rwbIdgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design SeQ # Product Model, Number or Name Product Description Contract Expiration Ba In HVHZ Outside HVHZ Resistant Pressure 5 a. &quot;Srrx>oth-Star&quot,, and &quotBenchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 1221/2021 No Yes No NIA Therma-Tru&quot; and without Sidelites. Inswing and Outswing f. &quotPremium Series&quat;, &qucyt;Construction 6/8 and 810 Opaque and Glazed Steel Door with 12/31/2021 No Yes No NIA Series&quot; and &quot;Benchmark by Therma-Tru&quot; Transoms. With and Wthout Sidelites. Inswing and Wth Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 Code Entity o im Versio Manufacture Contact Enalneer & License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield I ntertek Tesbng Services NA, Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 51 M566 Subcategory: Sectional Exterior Door Assemblies mvesteffield@clopay.com Compliance Method: Certification Mark or Listing FL#i5279-R4 Products Page I of 1 1/9f2017 Date Date Date Pending Date Validated Submitted FBC An proval Aporoved Status Gary Pfuehler 06/12/2015 03/19/2015 0612112015 Quality Assurance Approved for Use Approved for Use Impact Desian Seg # Product Model, Number or Name Product Qescription Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-21`1 51: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/2112028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WNDCODE&#174; W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S� GR5SV, AR5S, AR5SV, ED5S,ED5SV 53 053M-16 PAN-2FI53: 84A, 94, 73, 75,1500,190, 4RST, Steel Pan (min. 25 ga.) Double -Car (92" to 16'0" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) W NDCODE&#1 74; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-2F1 53: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 97wide) 05/21/2028 No Yes No +38 PSF/42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WNDCODE&#174; W6 Garage Door PSF 102 102 W6-16 PAN-2F1 53: 73, 75, 84A. 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (97' to 162" 05/21/2028 No Yes No +37 PSFI-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WNDCODE&#174; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of I I/912M7 FL#15288-R2 Code Entity or Date Date Date Pend Ing Date Type Versio M an ufa ct_u re Contact Encilneer & License Validated By Validated Submitted FBC Aporcival Awroved status Affirmation 2014 MI Windows and Doors Brent Silinger Luis Roberto Lomas Steven M. Urich, PE 04M/2015 0413012015 05/1012015 Approved Category: Windows (717) 365-3300 PE-62514 C717) 317-8454 SubCategory: Horizontal Slider bsitinger@miyvd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Quality Assurance Awroved for Use Awroved for Use Impact Desion sea # Product Model, Number or Nam Product Descrintion Contract Expiration PILe in HVHZ Outside HVHZ ResWant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12J31/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER IW31=17 No Yes No NIA 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes NO N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/9/2017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 1 11912017 FL#1 5000-R2 Code Entity o Date Date D at Peniflno Date Type YA= Manufacture contact Engineer & Licen§e Malidated BY Validated Submitted FBCAi)i)roval Aooroyed status Revision 2014 Therma-Tru Corporation RickWright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06f28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category, Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 SubOategory: Swinging Exterior Door Assemblies rickv�@rwbldlgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Quality Assurance Approved for Use Aciproved for Use Impact Deslan sea # Prod uct Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistan Pressu a. &quot;FIber-CIassic&quot; or &quot;Smooth-Star&quot; 6&#39;8 &quat;Non-Impact&quot Opaque Fiberglass 1213112018 Yes Yes No N/A Door with &amp; without Sidelite(s) - Outswing ()� OX or XO, OXO, )0� OXXO Configurations) FL#11537-R6 Code Tvve Y=12 Manufacture Revision 2014 CURRIES Division of AADG, Inc Category: Exterior Doors SubCategory: Exterior Door Components Compliance Method: Certification Mark or Listing F L#1 1537.RS Products Sea # Product Model, Number or Name 1 607, 707, 727, 747, and 847 Single and Pairs of Doors 2 M, CM, and G Series Frames Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity o Contact Engineer & License Nelson Kraschel UL LLC (841) 423-1334 nelson.kr,aschel@doorgro up.com Product Description Flush, Glazed, and Louvered single and pairs of hollow metal doors. Three sided and four sided single and pairs of frames. Tansom frames. VaUdated By Ted Berman, PE (305) 868-4707 Page I of 1 1110)'2017 Date Date Date Pend Ina Date Validated Submitted FBC Approval Approved Status 07/2112015 07/21/2015 07/2712015 Approved QuallWAssurance Approved for Use AoDroved for Use Impact Desion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12t3l/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 3 1/9/2017 FL#15278-R4 Code Entity o Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Silfinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10116/2015 Approved Category'. Windows (717) 365-3300 PE-62514 C717) 317-8454 SubCategory: Fixed bsitinger@mivA.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Seci # Product Model. Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWNI96X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN172X72 FLANGE 7 SERiESGA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWNI96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NJ 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN Quality Assurance Approved for Use Approved for Use Imoact Design Contract Expiration M in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/3112017 No Yes No N/A 12/31/2017 No Yes No NIA 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of 1 11WO17 FL#131$2-R4 FL#15272-RI Code Entity o Data Date Date Pend Ing Date Code Entity o Date Date Date Pending Date Type _7erslo manufacture Contact Engineer & License Validated By Validated Submitted FIBC Approval Approved Status Type jjmj2 Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald L Ogavva John Southard, P.E. 08126/2015 08/17/2015 09/07/2015 10116/2015 Approved Revision 2014 Alside NickThompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/2312015 02119/2015 03/0112015 04/1512015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category'. Panel Walls (330) 922-2389 PE-43409 (813) 767-6655 SubCategory'. Siding pingsheng.zhu@jameshar Subcategory: Soffits nthompson@alside.com Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#1 3192-R4 Products FL#15272-Ri Products Quality Assurance Avoroved for Use Approved for Use Impact Deslan Quality Assurance Approved for Use Awroved for Use Impact Deslan seq # Product Model. Number or Name Product Descrintion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVKZ Resistant Pressure I Cemplank Lap Siding fiber -cement lap siding M/01/2018 Yes Yes N/A NIA 1 a. &quot;2T&quot Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. &quot;Alliance T4&quot; Soffit Vent or Solid Vinyl Soffit 12f3l/2018 No Yes No N/A FL#15332-R3 Products Seq # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERtES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGID FL#15217-R4 Code Type AW2 Manufacture Revision 2014 MI Windows and Doors Category: Windows SubCategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code TvDe Verslo Manufacturer Revision 2014 MI Window's and Doors Category: Windows Subcategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Lioansed Florida Professional Engineer FL#15333-R2 Products Seg Product Model, Number or Name 7 1445,5347 AND 5547 VERTICAL MULLION FL#5444-RIO, Code Twe IMMig Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing SubCategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-Ri 0 Products Sea # Product Model, Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED 04 XO, XX 96&quot;x96&quot; SERIES 420 ALUMINUM SGD REINFORCED XXX 143&quot�x%&quot; SERIES 420 REINFORCED ALUMINUM SGD OXO 146&quot;x96&quot; SERIES 4301440 ALUMINUM SGD XXX 143&quot;x8O&quot; NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143&quct;x96&quct; Pagel of 2 1/9/2017 Quality Assurance Approved for Use Approved for Use Impact Desion Contract Expiration Date in HVHZ Outside HV`HZ Resistant Pressure 12/3112017 No Yes No N/A 12131/2017 No Yes No N/A 12/31/2017 No Yes No NIA 12/3112017 No Yes No NIA 12131/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity o Contact Enctineer & License Brent Sitfinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitinger@mK%d.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NJ 54)C72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108)C72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NJ CONTINUOUS HEAD AND SILL 88118X72 Validated By Steven M. Urich, PE (717) 317-8454 Page I of 2 1/9/2017 20 Date Pending D-qte_ Validated Submitted FBC Approval Aporoved Status 06/30/2015 06/25/2015 07/0612015 0811 W2015 Approved Quality Assurance Approved for Use Approved for Us Im pact Desion Contract Expiration Date in HVHIZ Outside HVHZ Resistant Pressur 12J31/2017 No Yes No N/A 12/31/2017 No Yes No NIA 12/3112017 No Yes No NIA 12/31/2017 No Yes No NIA 12/31/2017 No Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity o Contact Enalneer & License Brent Siflinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitinger@mMd.com Product Descriation 1445,5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urioh, PE (717) 317-8454 Page 1 of I 119r2017 Date Date Date Pending Date Validated Submitted, FSC Approval Aoproved Startus 06/29/2015 0611912015 07/0512015 08119/2015 Approved Quality Assurance Approved for Use Aooroved for Use Impact Design Contiract Egiration Date In HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page I of 2 Building Codes and Standards 1/9/2017 Product Approval Application Detail Entity o Date Date Date Penclina pAke Contaot Engineer & Licens Validated By Validated Submitted FBC Approval Approved status Mark Hamer Robert Nieminen John W. Knezevich, PE 12114/2016 12/08/2016 1211512016 Pending FBC Approval (610) 851-5847 PF=-59168 (954) 772-6224 markd.harner@saint-gob aln.com Quality Assurance Apgroved for Use Aporoved for Use Im pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ RaslstaQ Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/0312017 No Yes N/A N/A architectural asphalt rod shingles Cn > 2 o 2 CU Cn 0 CU 0 0 Cn -0 0 = ICU = 0 .0 �+- CU U_ %I_ 0 CU > J_= a) U) E CC L_ 2 CL C_ CU , Z Z LU mi CD C: 0 U) C_ 0 cia 0 L_ CL 0 CIO i - 0 C/) C/) ICU M CL ICU LU Z Z SHEET NO. PA 1A -6-0 O Cn U N p� � L L Florida Department of Business & Professional Regulation Page i of 1 � O Building Codes and Standards 1/92017 � Co Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 .Co N � � Building Codes and Standards v92o17 Building Codes and Standards 2/62017 Product Approval Application Detail _ .� U Cti Product Approval Application Detail Product Approval Application Detail FLf15219-R3 0 p -0 FL#12328-R7 Products Code Entity Date ate DatePendinn Date _-0 L O Q O a) Quality Assurance Approved for Use Approved for Use Impact D@Sltln FL#21675-RO Tvge Versio Manufacturer Contact Eno [near & License Validated By Validated Submitted FBC Approval ro d Status O sea # Product Model. Number or Name Product Description Contract Expiration Date i HVHZ !� Outside HVHZ Res n Resistant Pressure != Code Ent or Date Date Date Pending Date Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/0112015 04/29/2015 05/10/2015 06/23/2015 Approved ;,F,r 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitte FBC Approval roved Status Category: Roofing SubCategory: Roofing Accessories (813) 248-3456 PE-31242 (717) 317-8454 flvalidation@yahoo.com O 4- O > New 2014 HomeGuard Building Products, Inc. John Cheslak I ntertek Testing Services NA, IntertekTesting Services 02l0112017 01/2512017 02/03/2017 that are an Integral Part of the Roofing System cn � 0 Approved Compliance Method: Evaluation Report from a U) 0) L 2 Q Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida ( f� Q co Search Criteria Subcategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer �+•—• Q Compliance Method: Evaluation Report from a m FL#5219-R3 Products �.e/s� Code Version: 2014 FL #. 12328 Product Evaluation Entity Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impa Desion Category: ALL Subcategory: ALL Se Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design n 1 1- &quot:FlatTop Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes NIA WA Wood Deck Approved for use outside HVHZ: ALL impact Resistant: ALL ToughSkin 30, ToughSkin 50 2 2- &quot;Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Design Pressure: ALL Date From: ALL Tile&quot; 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Date To: ALL 3 3- &quot;Standard Off Ridge Vent with Permanent Baffle Wood Deck Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/3l/2019 No Yes No NIA for Shingles&quot; 88#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Pagel of Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1/10/2017 Florida Department of Business & Professional Regulation Page 1 of 1 LU Building Codes and Standards 1/92017 Product Approval Application Detail Building Codes and Standards 1/102017 Product Approval Application Detail Product Approval Application Detail FL#17202-Ri FL#2075-R7 Code Entity r Date Date Date Pending Date FL#16588-R1 mi Code Entity or Date Date pate Pending Date T-e Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type e i Manufacturer Co c Engineer &License Validated By all at Submi a FBC Approval row d Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved Coe Entity or Date Date Date Pending to Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Tyke Versio Manufacturer o tic Engineer &License Validated By Validated Submitted FBC Approval roved at s Category: Roofing (904) 783.8400 (786) 315-2590 Subcategory: Roofing Accessories that are an acarter@lomanco.com Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 Approved Subcategory-. Roofing Accessories that are an clark@flamco.com Integral Part of the Roofing System CategoryRoofing (707) 872-3620 (305) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Report from a Subcategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R7 Products FL#16586-Rt Products Quality Assurance for Use Approved for Use Impact i n Quality Assurance Avoroved for Use Approved for Use Impact esi n Quality Assurance Approved for Use Approved for Use Impact Design Seg.# Product Model. Number or Name Product Description Contract Expiration Date _Approve —� in HVHZ Outside HVHZ — Reslstan — Pressure Seg # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Pre Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01131/2018 Yes Yes N/A N/A 1 Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 1 O&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A NIA Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A1-165 Attached to OSB or Plywood Deck. (n ■ tti (D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1192017 Q FL#15076-R3 Product Approval Application Detail Florida Department of Business &Professional Regulation Page 1 of 3 Building Codes and Standards 1/92017 Code Entity r Date Date Data Pending Date Type Versio Manufacture] Contact Engineer & License Validated By Validated Submitted FBC Approval Aporoved Status O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/2412015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page 1 of 1 Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1192017 ■ �� Subcategory: Storm Panels tim.robinson@gppentcom FL#7849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Code Entity or Date Date Date Pending Date Florida Registered Architect or a Licensed Florida Professional Engineer Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#75088-R1 Revision 2014 Boral Roofing / MonierLifetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/1012015 08/25/2015 09/20/2015 Approved FL#15076-R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Im pact Design Code Entity or Date Date Date Pending Date SubCategory; Roofing Tiles thomes.jemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12131/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23/2015 Approved ■ Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 FL#7849-R9 Products 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A SubCategory: Fabric Storm Panel tim.robinson@gppent.com or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Desion Florida Registered Architect or a Licensed Florida sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 -Shake, Slate &amp; Split Shake Flat Profile - Stockton 12/31/2018 No Yes N/A N/A code � n ty o Entity r ate � Date Date Pending Date FL#15088-R1 Products 14 Saxony 900 - Country Slate, Shake &amp; Slate Flay Profile - Henderson 12/31/2018 No Yes N/A N/A Aft Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales 12/31/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12121/2016 Validated Seg # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes N/A N/A Subcategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. 24 Shake, Slate, Country Slate Villa 900 Medium Profile - Lake Wales 12/3112018 No Yes NIA N/A Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida 25 Villa 900 Medium Profile - Denver 12/31/2018 No Yes NIA N/A Professional Engineer ^ ` W 26 Villa 900 Medium Profile - Stockton 12131/2018 No Yes NIA N/A FL#15076-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design ' / Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure v ) 1 20 Gage Galvanized Steel Storm PanelslHVHZ Corrugated Galvanized Steel Storm Panels retained 12/3l/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. O `V 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12l3l/2017 or not by tracks to provide hurricane protection. No Yes Yes N/A O CL L U Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page oft Florida Department of Business & Professional Regulation Pagel oft cn Building Codes and Standards 1/92017 Building Codes and Standards 1192017 FL#12856-R5 Product Approval Application Detail Product Approval Application Detail 2:% U) Code Entity ci Date pate Date Pending Date ICU Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#17869-RO FL#1999-R5 Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved Category: Shutters SubCategory: Storm Panels (954) 493-8551 PE-0046549 P.E. tomj@tC-alum.com (305) 510-8531 Code Type Versfo Manufacturer Entity or Contact Engineer & License Validated By Date Date Date Pend ina Validated Submitted FBC Approval Date Avoroved Status Code Type Versip Manufacturer Entity r Contact Engineer & License Validated By Date Date Validated Submitted Date Pendina FBC Approval Date Approved Status e' Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutte SubCategory: Truss Plates slewis@aipineitw.com H FL#12856-R5 Products Compliance Method: Evaluation Reportfrom a rs.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity L Quality Assurance Approved for Use Approved for Use Impact Deslan Professional Engineer FL#1999-R5 Products Seg # 1 Product Model. Number or Name 0.050&quot; Aluminum Storm Panel Product Description Contract Expiration Date 0.050&quot; Aluminum Storm Panel with Optional 12/3112018 in HVHZ No Outside HVHZ Yes es stPressure Yes N/A FL#47869-RD Products Quality Assurance Approved for Use Approved for Use Impact Design W Clear Panels Quality Assurance Approved for Use Approved for Use Impact Desi n sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 &quet;Safety Edge&quot; Storm Panels &quot;Safety Edge&quot; Storm Panels, 28ga 12/31/2018 No Yes Yes +54/-54 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 12/3l/2020 Yes Yes N/A N/A Q (0.018&quota&quoQ Steel, 0.022&quot; Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/3l/2017 No Yes Yes WA 2 ITW 13CG Hinge Plate Metal Connector Plate 12(31l2020 Yes Yes N/A WA and Non -Pert) Clear PClycarb (Full and Half) 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Z 3 24ga Steel Storm Panel 24ga (0.0232&quota) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100l-100 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A NIA Clear Panels Z 4 Aluminum Hinged Storm Panel .050&quota Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Panel Q J O_ SHEET N0. PA 1. 2 N O CA fz O � N p� L L 2 Q O /� Cz -0 W Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional. Regulation Page 1 of 1 •ai j CA Building Codes and Standards 1/9/2017 Building Codes and Standards 1192017 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119t2017 Product Approval Application Detail Product Approval Application Detail C) •L 2 Product Approval Application Detail 0 Q C O FL#2197-R5 FL#1644-R4 O Coe Entityor Date ate Date Pend (no Date Code Entity or Date Date Date Pend Ina Date FL#1645-R4 O � y-- Co cc Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval rove Status Two Versio Manufacturer Contact Enaineer & License Validated By Validated SubmittedFBC Approval Approved status code Tvpe Versio Manufacturer E to IN or Contact Enalneer & License Validated By Date Date Validated Submitted Date Pend Ina FBC Approval Date Approved Status � O —0 E OL Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/0212015 Approved 06/02/2015 . — QD L. Category: Structural Components (314) 851.7480 LLC. Category: Structural Components (541) 826.0200 Wood Association Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05/27/2015 05/06/2015 Approved C/) Subcategory: Truss Plates dwert@mii.com (205) 599-9800 Subcategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 Category. Structural Components (541) 826-0200 Wood Association (a CU Q Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Subcategory: Engineered Lumber roberttaylor@bc.com (253} 620-7467 `^ Q Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a .� V / FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity FL#1645-R4 Products Quality Assurance Approved for Use Approved for Use Impact Desian Quality Assurance Approved for Use Approved for Use Impact Deslan Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact De_ sign 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 1 Versa -Lam Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mil 16 16 ga. truss connector plate 12/31/2017 Yes Yes WA NIA 1 AJS Joists Wood &quot;l&quot; Joists 01101/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 4 MT20 20 ga. truss connector plate 12/31/2017 Yes Yes NIA N/A 5 MT20HS 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 FL#6527-R6 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated By Valid Submitted FBC Approval Approved Status Building Codes and Standards 1/9/2017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved FL#158-R7 Product Approval Application Detail Category: Structural Components Subcategory: Engineered Lumber (253) 924-4084 (608) 839-1344 jim.anderson2@weyerhae Code Entity or Date, Date Date Pending Date Compliance Method: Evaluation Report from a useccom Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Aiwoval Approved Status Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved FL#1630-R8 Category: Structural Components (813) 621-4641 (786) 315-2590 Code Entity or Date Date Date Pend ina Date FL#6527-R6 Products Subcategory: Products Introduced as a Result of cparrino@castcrete.com Tvoe Versio Manufacturer Conta Engineer & License Validated By Validatecl Submitted FBC Approval Aporoved Status Quality Assurance Aporoved for Use Approved for Use Impact Design New Technology mi Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James Rothman, P.E. 07J08/2015 05/12/2015 07/3012015 Approved Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing Category: Structural Components (253) 924.4084 (608) 839-1344 1 il-evel Rim Board Structural Composite Lumber or Oriented Strand 0313112017 �FL#158-R7 No Yes N/A N/A Products SubCategory: Engineered Lumber jim.anderson2@weyerhae 2 Microllam LVL board Rim Board Laminated Veneer Lumber 03/3112017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Desian Compliance Method: Evaluation Report from a user.com 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes NIA WA Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Product Evaluation Entity 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A NIA 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes NIA NIA FL#1630-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#6527-R7 FL 15 -R8 Sea # Product Model. Number or Name Product Descrlotion Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Code Entity o Date Date Date Pending Date Code Entity or ate Date Date Pendina Date 1 TJI 110 Prefabricated Wood I -joist 03/31/2017 No Yes N/A WA Tvoe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status TVDe Versio Manufacturer Contact Engineer & License Validated By Validated submitted FBC Approval Approved Status 2 TJI 210 Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved Revision 2014 CAST -CREPE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved 3 4 TJ1230 TJI36360 Prefabricated Wood I -joist 03/31/2017 Prefabricated Wood I -joist 03I31/2017 No No Yes Yes N/A NIA N/A NIA Category: Structural Components (253) 924-4084 (608) 839-1344 Category: Structural Components (813) 621-4641 (786) 315-2590 5 TJI 560 Prefabricated Wood I joist 03/31/2017 No Yes N/A N/A Subcategory: Engineered Lumber jim.anderson2@weyerhae Subcategory: Products Introduced as a Result of cparrino@castcrete.com 6 TJI1560D Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Compliance Method: Evaluation Report from a useccom New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#158-R8 Products Quality Assurance Aporoved for Use Approved for Use Impact Desian Quality Assurance Approved for Use Approved for Use Im pact Design See # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Microllam LVL Laminated Veneer Lumber 03131/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch vide lintels 05/21/2017 Yes Yes N/A N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03131 /2017 No Yes N/A N/A — board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A (D Florida Department of Business & Professional Regulation Pagel of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1192017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9/2017 Product Approval Application Detail Building Codes and Standards 1/9f2017 ■� Product Approval Application Detail Product Approval Application Detail FL#5450-R5 FL#1774-R4 Code Entity or Date Pete Date Pending Qefa FL#11383-R4 Tvoe Versio Manufacturer Con Engjneer & License Validated By Validated SubmittedFBC Approval Approved Status Coe Entity or mat Date Date Pend Ina Date Code VDB ers• T V io Manufacturer Entity or tact Eno &License Validated ByISu Date D>1 mite Validated b i d Date pprovq, FBC Anoroval Date ro d APp V2 a s Status Revision 2014 Powers Steel Inc. william powers Steven W. Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 -06/23/2015 Approved T Y r fo �- --�-- Manufacturer Con Eno &License Validated By � Validated etl u Submitted � FBC Approval Approved Status s � Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Florida Engineering 07/03/2015 08/24/2015 08/20/2015 08/26/2015 Approved Category: Structural Components Subcategory: Products Introduced as a Result of (602) 437-1160 PE-60509 GREENBERG, P.E, bili@powerssteel.com (813) 645-0166 Revision 2014 Powers Steel Inc. william powers Steven Schaub SAMUEL A. 03/26/2015 03/23t2015 03/30/2015 06/22/2015 Approved Category: Structural Components (813) 659-3707 PE-60122 Solutions New Technology CategoryStructural Components (602) 437.1160 PE-80509 GREENBERG, P.E, Subcategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a Subcategory: Products Introduced as a Result of bill@powrerssteel.com (813) 645-0166 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Aporoved for Use Imoact Deslan FL#11383-R4 Products Sea # Product Model. Number or Name Product Descrlotlon Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Desia Sea # Product Model. Number or Name Quality Assurance $ Product Description Contract Expiration Date Approved for a Approved for Use in HVHZ Outside HVHZ I ct mna Des' ion Pressure 1 PSboxBLT, PSboxBLT(5-5l8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistan Pressur a consisting of preformed steel lintels combined with 1 Quality Prep Precast Commercial Concrete Products Prest and Prestressed Concrete Lintels 05/25/2024 Precast No Yes N/A/A WA concrete masonry units, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes WA N/A bars, of preformed steel lintels combined with brick or concrete masonry units, and steel reinforcing grout, bare. ^ 1 W v O Cz O L Q. U ......� =3 O Cz m V � L m �� Z� Z Q J d SHE 0. PA 1113 c t