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HomeMy WebLinkAbout6477 Paden Wheel StINDEX OF DRAWINGS SHEET DESCRIPTION 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 i D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA11 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS ABBREVIATIONS AL WORK SHALL COMPLY WITH Rad. Radius _ " 'A I.3IC c_ s`i`�IG ReCODE, A.B. Anchor Bolt Fir. Sys. Floor System f. Refrigerator N I N m R� Abv. Above F.PI. Fireplace Ref. Required AN THE CITY OF ZEPHYR I A/C Air -Conditioner Ft. Foot / Feet Adj. Adjustable Ftg. Footing Rm. Room A.F.F. Above Finished Floor FX Fixed Rnd. Round S S A.H.U. Air Handler Unit G.C. Galvanized R/SH Rod and Shelf a �� ALT. Alternate G.C. General Contractor SD. Smoke Detector v � ­4L�VVuAl B.C. Base Cabinet G.F.I. Ground Fault Interrupter S.F. Square Ft. CITY F B.F. Bifold Door G.T. Girder Truss Sh. ShelvesL] El El E] El - I C-L-r HI Bk Sh Book Shelf Hdr. Header SHT Sheet N- ` Bm. Beam Hgt. Height S.L. Side Lights BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir El� � ❑ ❑ B.P. Bypass door Int. Interior Sq. Square 00 Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine Cir. Circle K.S. Knee Space Temp. Tempered a ❑ ❑ ❑ ❑ ❑ Clg. Ceiling Laun. Laundry Thik n. Thicken Col. Column Lay. Lavatory T.O.B. Top of Block Comp. A/C Compressor L.F. Linear Ft. T.O.M. Top of Masonry C.T. Ceramic Tile L.T. Laundry Tub T.O.P. Top of Plate Trans. Transom Window Dryer Mas. Masonry Dec. Decorative Max Maximum UC Typical Ded. Dedicated Outlet M.C. Medicine Cabinet L Under Cabinet Lighting Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise VB Vanity Base Dia. Diameter Micro. Microwave Vert. Vertical Disp. Disposal Min Minimum V.L. Ve Dist. Distance M.L. Microlam D.S. Drawer Stack Mir. Mirror VTR Venntt through Roof W Washer D.V. Dryer Vent Mono Monolithic D.W. Dishwasher N.T.S. Not to Scale W/ With Ea. Each Opn'g. Opening W/C Water Closet E.W. Each Way Opt. Optional W.A. Wedge Anchor Elec. Electrical Pc. Piece Wd Wood Elev. Elevation Ped. Pedestal WP Water Proof 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 Fir. 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 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 MODEL F150 2268 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. U� zo o z ° Z Q a z c� (DMU w — w O m I-- o o U 0 �co W 1— p — U C cc M E`0 :6 M 0 O 0 = ai U 5 u- 00 05ti U) ao Y Q °a) En rn d A 1 B ®® NCB -DC up. BB i8s L Z �Ol��NQ✓ �.. �J0` 4 -„J O ptl rtbi,, v �W ¢a�4 �Z_R sYptt ' m LLV r'" • ''J:=; CAS "'r E 6 W�k F,,•. 00 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 beating Engineer's signature and seal. 0 Z (_1 O cu r� M O M Q U-) M ern d N •i d- Ln Q LL. CL ^ Z < M � CL CO Z 3i � W J 0 d- J oCe Z UJ LL LUZ a ��z00 aw Z <VV < =�zz0z EJ z p agtlG J ZW = OEn O 0 O C..e 01 0Z ,I- R W O h Ln N In Ce �— azvon, Woo0, 0 ..a Q 00 W aoW-2 z=OT8,1z z N = (WD J N Cn °~>W29a.5 > 4 p a V) C) W WOES. zQ ==<o > Lo aola O d' � �aUW ¢ Z O U. O v_ F-- 0 z z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-4139 SHEET NO. C S MASTER BATHROOM BATHROOM OPENING AT FOYER TOWARDS BEDROOM 4 0 00 OPENING AT FAMILY RM. TOWARDS HALLWAY �I T OPENING AT FOYER (VALUED ELEVATIONS) OPENING AT FOYER irni� 11'-0" ` (2) 25 SH *EGRESS MASTER BEDROOM 9'-4" FLAT CLG. 4'-84„ 1. 6-2" 46'-8° Ile 15' 5'-0" 1 14'-8" 1----------------- LANAI 9' 4" FLAT CLG. A.F.F. — — — G.T. — — co12080 SGD 6<P 2'-3" ` 16-4'" A _ � Z e I ' FAMILY cn N �- m o r - o I I 9'-4" FLAT CLG. o M BA r -, CARPET o d . -4 9'" FLAT CLG. I 105 p TIE � I I� WIC ° , , 19'4" FLAT CLG. �� I CARPET 01 co 3.. 3�_4" I I I 6'-72' I 3'-32° 1 �_8" 3,_8" THEL I I I BLOCKING FOR N � I I a, GRAB BAR I I r TEMP. GL. ENCL. ;- 068 `? I I —- — — — — — — — ON 42" HIGH N �— I R&S KNWL. A— — — — — — — — O ------� S3 TYP. T-82" 3'-12' 3--1 RANGE a i� \ \ U.N.O. 9'-14' 5'-52° 5 0, y CD L NOOK o SA ,�� �% M 9'4" FLAT CLG. o TILE II CO WIRE SHELF @ KITCHEN +5411 A.F.F. 9'4" FLAT CLG. _ DRYER VENT I TILE I M 0 THRU WALL HANSON BOX @ 36" A.F.F. EDGE OF SLAB 2 BEYOND WALL 0 HB N C 6'-8" 8'_8„ AC PAD 25 SH HB *EGR SS BEDROOM 2 9'4' FLAT CLG. _ CARPET M0? 0 r T-11 �Cl) 2668 =I .B•. T CLG. TILE .l • _ - - __ •.� 1.: i, �o r 9'-4" FLAT CLG. t TILE `O 2668 2680 REF. I 7 2868 2868 -------- — — — �_ � Q SIN 5 SH W.H. 6" 6" T-104, T-7„ 8 24, 5 4, 3'-112' CMv 4'_5" I 54"ATTIC2 I SIM w/ SPF STUDS @ BUILDER TO PROVIDE ` I` —ATT I 12" O.C. w/ USP SPT4 APPLIANCE PROTECTION L WHEN REQUIRED PER FBC ------_ STRAPS TOP & FOYER I BOTTOM CC S3 11'4 FLAT CLG. I TILE ( m p CiI.Y I 00 S3 I LO NOTE: FINISHED 3068 / 36"x26" SOM ABV. I WALLS TO BE FLUSH. PER PER PEC. cov =N FIELD VERIFY. ro oI -----------------I - N I I -------------- --------------.----, ENTRY I G.T. I I SEE ELEV. in I I I K TYP. @ I ----- I I j S4 GARAGE I K TYP. @ I I I I o m S4 GARAGE I I u�eeenvaee��vu DINING 9'-4" FLAT CLG. CARPET 12-34" ■ BA 3 T-4" FLAT CL TILE 2668 o • C T-6" 1 L 6'-04 BEDROOM 4 9'-4 FLAT CLG. CARPET *EGRESS D (2) 25 SH II ALT II AC PAD I 0 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 C +24.5 / -26.7 CD +24.5 / -31.9 +23.0 / -25.2 +23.0 / -28.9 G� SEE SN SHEET SEE SN SHEET 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 20X26 182X252 S.H. 13 20 X 38 3 18 2 X 37' S.H. 14 20 X 50 8 18 2 X 50 S.H. 15 20 X 63 18 2 X 62 2 S.H. 16 20X72 182X712 S.H. 1232 27 1/4 X 26 26 X 25 2 S.H. ,33 27 1 /4 X 38 s N/A S.H. 3 34 27 a X 50 s N/A S.H. 1233 N/A 26 x 37 e S.H. 2 34 N/A 26 x 50 S.H. 2 35 27 a X 63 26 X 621 /2 S. H. 2 36 27 4 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 2 X 25 112 S.H. 23 37 a X 38 s 36 2 X 37 3/4 S.H. 24 37 4 X 50 a 36 2 X 50 S. H. 25 37 a X 63 36 2X 62 1/2 S.H. 26 37 2 X 72 361 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 a S. H. 34 54 X 50 s 52'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.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN SCALE: %"=1'-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. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd, or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable 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 Ail 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 CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELSAT 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. to z M — o z Z 4 0 a_ cn cn uu LU O ~ � tn o _o 0 U 1_I-1 E F— �M M C (6 M N — 0 O op c LL co C 00 co o. o 0. o < 0) � rnQ o N•C -B D•C e. :I R$ Tzlt'� O IP k�y` Jp co C14 c' 4.a� w�3CA or `z iib$ t �a�� Aq•; Wr o fIIlI4K 's .0 El 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 ON 0 z V) M Q -M Ln d- W L_ LL to a F- , M CeV C Q � zm W J tD d- 0 ZLL F- LU Z ' Q >. z Q 00 z>-¢Uf¢ Szwla'z c�zoaw g N j O N a °oSWN O apzujI n U) N i' in Q CL 1 J wQ2QQ3 Woo�� '� Z MM W rs U. Z 0 W N L L8 ¢c� > _3l /� 4 Q 8��8a J O �wOu zQ Q 0 �Oa0 gz: j- 2 o j� W aQ~u_ z U. O LL O UJI j O g —j H J a H SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-4139 SHEET NO. T.O.M. HDR. 0 50 F.FL. T.O.M. CP fV F.FL. _ T n M FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) TEXTURED FINISH 10' RIDGE VENT 12 5.01 12 15,0 10' RIDGE VENT 10' RIDGE VENT 1P35N 3 55H LEFT ELEVATION 14' RIDGE VENT FIBERGLASS SHINGLE OR 12 12 CONCRETE TILE PER 5.0� �5.0 COMMUNITY SPEC (SEE STRUCT.) 10' RIDGE VENT TEXTURED FINISH SCALE: 1/4" = V-0" N F.F T.O.M HDR.. F.F (2)25 SH 25 SH 24 SH RIGHT ELEVATION SCALE: 1/4" = V-0" TnM. �F.FL.------------------------------------- Ll TEXTURED FINISH HDR. F.F --------------------------------------- q EO ------ 25 SH 12080 SGD (2)25 SH REAR ELEVATION_ FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCT.) 6" BAND TYPICAL T.O.M. c— ---- -- —------------- s� (V N 2'-8" ELEVATION — DETAILS. SCALE: 3/4" = V-0" E1F-1E1F-1L1E1E1F-1. ALL TRIM LINES 16 X 7 OVERHEAD DOOR ARE SCORED 12 15.0 ------------------ T.O.P - -- ------------------- T.O.M HDR, :::]E:]E:l ❑ SANDED FINISH ------ - - - - - - - - - 8 X 7 OVERHEAD DOOR 3068 (2)25 SH W/36" X 26" TRANS. ABV. WAINSCOT MATERIAL WRAPS CORNER 24" UNLESS OTHERWISE NOTED. FRONT ELEVATION — A SCALE: 1/4" = V-0" UL') � z_o z° z Q J a. z U Q) v, w � o w Ot � �E y v' 00 � U vM W ~ E C LO M ug O oN = a�i UCD 4) rau-00 � e Q rn Sao Ln O "t rn�8 A1 N C,HBD-C • 8D. ®x d •• N `q+ O , z ? LL O +��� W O Z Pt@FESS ate', W ��t°?1lflllll�e ®o 0 ❑ To the best of the Engineer's knowledge, information, onand 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. 1R O O Z N O 2 00 M z M Q 'gyp Ln Ln Q Ln L- LL a " z V ra Cc Q � � z tp WJ Z C) d' 0 Z z U. �xzaa0 Z Q < � Q =2?w~Z J v CCCCCCCCCCCC 0tn03�0 U1-ns O c-0z 1- 2 w J O r-I Ltd Ln C �{ J �2 O <ZYC, ¢z o � -0 z Z cy1 a Zz Q�� HaZ ww0u-ZQ O O lYwfo =Qoo C�z CL N �- rn � 8 z O O J < w Z .. w > g a W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-4139 SHEET NO. 2 ZZ 13 M 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. 200A INDOOR PANEL MAIN 0 200 amp 150amp NEMA1 200 AMP #14 copper to lights & outlets #12 copper to 20 amp ckts #10-2copperto WH #10-3 copper to Dryer or 4/0 SER Alu Bare Cu Ground CLAMP PER 250,50 AND ____________________________________J 250.520FTHE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 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 Protecdon: 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 FW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET FivP HALF -SWITCHED DUPLEX OUTLET I c SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) 7 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ppl� ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT POWER CO. FEED —� INTERSYSTEM BONDING o TERMINATION PER 71 NEC 08, 250.94 J C/O 3„ -I11 3" VTR r' I I I j-3tr WC WR DBL. 2" TUB SINK III 3" VTR I I I I BL. I I IINK i WC h I �r•� `- -- TUB3r, 3 33" 2" III 1.5" VTR FIKITCHEN " art TUB WC NK 3" HANSON BOX PLUMBING RISER 3" NOTE: PLUMBING RISER IS SCHEMATIC TO SCALE: NTS BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE GF FOR MICROWAVE RANGE HOOD PER SPECS PENDANT LIGHTS OVER GF` ISLAND G F I 2'-0" 2'-0" � /� � KITCHEN .Ile .�- �• 1 2X4FL. SINK r SWITCH FOR DISPOSAL IN CAB. UNDER SINK OPTIONAL LIGHTING SCALE: %4'=1'-0" W �O❑ U C >Oa PER SPECS ' ' ELECTRICAL PLAN SCALE: %4'=V-0" AC PAD WP DISC. HB ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. r= -===-1 IALT II I AC PAD I I� �I r z M 0 — o z� z� Q ❑ W N 4-J L1j U OLU ~ rw C%� = 0 o 0 U W r pEp U — d Cl) C to M m`- - O O CN _ U44) rLLC0 C X Q & 0)ao to O d' (�N,) Q O A1 D®� N,C 1.1) C N t� co C CN Z Go W aNC6"' aw IW!>=LLo V Q ar$ a � Z ar7� D: _ C N �N�o� NgErnw' ca m m .M Z ILa W NaM OU o U 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 O Z r'V 0 > U.) M O M av�' o. cn •� d- < C U_ M [1C U M '-' a �� E Z W wLZ LU z ,,,M z5t Ut- yo0 0 z Q U Z a OU Q Q i F Z ? w �Zo �w g O V 0 {— LU N ��apZO d• LUIwJ C:) r-I In N eo-\ L1') C J �20¢ LL `J Z Y�p <¢Z00 U.1 0 z Q o0Z 1p W°oo5o J> ^' J a�Z ��0LLZ¢ to 1 Q O C) LU N ^ Y I o aoza 0 � T� �—• ¢ a ¢ w a LL ZC:) L.L. ~ LL W z J g z W SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-4139 SHEET NO. 3 F VENTED SOFFIT 44 SQ. FT. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 11150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (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** (D (Values to be verified with Manufacturer rer Specification s) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT ........................................................................................................... ............................... • . SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. orrr +ir. •+rs •...r � � � � � � .r.r. •+rr •...r •r.r. ,r.r. •.... •r.r. •.rrr •r.ra •r.ar •.rr. •wr •+rr •err •.r�r •aw •+rr •r.r. •.y.s •..rr •r.rs •+rr •..... •+.rs � � � - - - •rr. •rrr •+rr •..... •+rr •r.r� •+rr •� •� ; , • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed �•� � (D M n � • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. �•� -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of Deck -Air Needed) �'.:•' • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT ' �:I • • • Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)/ 86.25 = Amount of allagin Vents Needed X... • ZONE-1 ATTIC SPACE 3038 SQ. FT. •.•. l 7.1 f•'LL- . :.��• Cr LL. Lj— O c!) .. ` cn W ..� !'• W LZ �':.: L J 7.%71`�•. :.� t' :.71 .� .•� . 7. . ''� �.•. :•� f �'. f•:•:: .•:� ... ..................... .. '•:� h•' . .. ROOF PLAN -A y SCALE: %4"=V-0" ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPERVENTIlATIONPROVIDED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) . Total Venti lation ATTIC Provided by SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of Upper SQ. IN. of of ventilation to Ventilators of vented IN, of SQ. IN. of SQ. IN. of (See Elev) ventilation vented be provided required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 34.0 3.0 Floor 3038 2916 417 1458 104 729 924.0 (Zone 1) 510.0 414.0 0 0 0 0 0 0 °.o o.o : o.o 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 **NOTE** VENTED SOFFIT 4 SQ. FT. GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS 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 VENTED SOFFIT 13 SQ. FT. z� — o z z� Q J z n� w OW ~ CLI O V7 � D 0 co ,1� /rj m ti lJ tv M I_ E � t`00 — � O oaM W co 0.2 C Q m A , NC 13Z. , D*,x Cg / B ®® $� 6 = U O 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 po rCD t ions of the drawing pages bearing Engineer's signature and seal. Z � 0 � � to M > c)O M a4-J vLn z 0 N LL 0- CL z a 00 � z� fo W J d' J 0 Z wLL0 W z t— N n: vzl—jy�0 (~Z>.z¢U �Q��Q Q Z w ~ Z o N OxoSwN ( Ln CL Ice D ~ayOT�ZO O Sb J jJ w000 cLL e �i/ Oou,� z zaoO�q > � N Oa xa8 � z 2W LU CL 20 �za Q iN � � ola > z � J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-4139 SHEET N0. 4 z� — o z z� Q J z n� w OW ~ CLI O V7 � D 0 co ,1� /rj m ti lJ tv M I_ E � t`00 — � O oaM W co 0.2 C Q m A , NC 13Z. , D*,x Cg / B ®® $� 6 = U O 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 po rCD t ions of the drawing pages bearing Engineer's signature and seal. Z � 0 � � to M > c)O M a4-J vLn z 0 N LL 0- CL z a 00 � z� fo W J d' J 0 Z wLL0 W z t— N n: vzl—jy�0 (~Z>.z¢U �Q��Q Q Z w ~ Z o N OxoSwN ( Ln CL Ice D ~ayOT�ZO O Sb J jJ w000 cLL e �i/ Oou,� z zaoO�q > � N Oa xa8 � z 2W LU CL 20 �za Q iN � � ola > z � J SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-4139 SHEET N0. 4 W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH SLAB THICKNESS REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN Uj �A d CONTROL JOINT DETAIL SCALE: 1 1/74.0" • #5 CONT REINF. SEE FND. FOR QUANTITY iv, #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR,TYP. ;".- U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1 112"=1'-0" 0 EO 0 N C9 m L9 zo 00 M IF A tS3 TYP. U.N.O. 46'-8" 16-0" 15'-4" 15'-4" 71-611 4'4" 4'-8" 15'-4" T-2" T-10" 4,-0" 4'4" _ 11 I� A I I AC PAD S3 L TYP. S3 _ I U.N.O. + L — — — • • • • -- ---_---------- • • • • • I —Z—N — — — — � 00 INDICATES FILLED CELL I I AC PAD I { M "' I W/3000 PSI CONC, GROUT I IL —J I FROM FTR. TO BEAM I • • I W/ 1#5 REBAR VERT. I r a l IABOVE SLAB. TYPICAL I { o I @ ALL PLACES SHOWN co I HOOKED FTG. DOWELS 17" EMBEDMENT W/ 25" • I I • 4" • I T EXT. ABOVE SLAB "GRADE 40 2'47; STEP 12'-8" 0 4 STEEL" zo DOWN i 0? I I I o co MIN. M I� i — C.J. — — ----- ----- — • — L-- ------------- — PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER M • I TO MASON'S SCOPE S3 I FOR WIDTH I (2) #5 VERTICALS • I�� \ I ,I I WAN FILLED CELL N 2' I a pl 11 II I 60 911 I 4'-0" CQ m IL — C.J. — — — — III 3%' MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY N 3%" MIN. 2500 PSI CONIC. SLAB OVER 9 V-5I { N 00 6 MIL VISQUEEN VAPOR BARRIER If t I I I ° I� j T-O" 2'-4 3/8" • L— — L O'-0-0" ELEV. 9'_5" — — — — \ i FIN CONIC. SLAB I �\\�\ I • 11, • I �C J I J. — — — — — — 22--7-4416 — — -- I-- — 1T-9 7/16" 6'-3 1/2" • � • I 24'-10" I I T 3'-8" - I • I I I II I LI U — — J PROVIDE J I oo Ix \ IGE MAKER CONDENSATE LINE I — r- ------- — — — — —=—�--1 I \ ---- --- ------------- I N411 -- �I---) I-- 0 STEP C.J;- _ -' MIN. I I K M �I ° - I I I� • `i' S3 00 BIUILDER TO PROVIDE I I (a APPLIANCE PROTECTION V`I/HEN REQUIRED PER FBC I I g 3 ( PROVIDE 1/2"x9" _ r • IM (fl RECESS FOR FRT. DOOR C M I • I 'p e L — A I I o I o c i I 11 T I I •• TOP OF CONC./ PAVER TO BE 1r BELOW FIN, FLR. S3 TYP. I U.N.O. (2} #5 VERTICALS I o -4 „ I C.J. W/IN FILLED CELL I a 0 I C.J. _ 4_ — • I (2) #5 VERTICALS W/iN FIL ED CELL I J • S3 — — OJ "n U) ( NOTE: IN — — STONEYBROOK M rn r — • I • I J — • I S3 rik 81' SEE S-3 FOR } I I RECESS OPT." L—----------L—------- • SEE S-3 FOR RECESS OPT." I ;n L I —I --- -----J s3 • o - TYP. "0 o • N . SUBDIVISION NO SLAB,BUT A PAVERS BY I BUILDER S3 TYP. { I------- U.N.O --J 1'-4" ' 2'-O" 16-0" 2'-0" 8'-0" 2'-9" T-0" T-0" 70 20'-0" 9'-4" 4'-8" 12'-8" 46-8" 0 d _o co A _ I o TYP. `V I c1 co U.N.O. O F_ L9 OP 4 A 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: %4'=1'-0" 0 U') Z M O — O Z ei o Z Q) <„ 4--d w .0 — Ow 0� Vi r 9 OM .20 mI- U w F— N M C '0 M N ® U �� O O 0 L LL00 00 Q0 to a o to 0 b Q 0) N C B D C _ C ® ( u�>��� E Cq C 4% un "a� 6 , ^o z N _, _0 CIL N �• y a4% < av d Q c� 2 UMZ",Vlk a a Z arvIff ❑❑ 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 N z n 0 aim+ > U.)fn0 cp M a (nz d' �5 Q LL 0�UCL� a �� z�� J W d' g OZ CIE Z .0 WmaW�2� OF-gp0 r z z < 0 } zrz0vgQ =zZz �gd aW L°'S380 fV=a=WN FaOrZO �.} v W J h t.E') /l'\ U-) .. C � Z C'zUa {� LU 0 0 � O Q M H l�-Zm� Z n' wd�0�o 1$>;2*8 J N O I _ 'D �WOU.zQ aaF_oo >- N L ! Q =�x�`z Oz ¢ O J C)J W aa� 0 O U. z LL �j z O g Z LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-4139 SHEET NO. 5 46'-8" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF 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 1 525 18 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" 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% 8-10 H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dx1-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dx1-1/2 K HD3B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 6 0 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 HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" 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 & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS W HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d H P2 1 645 1 555 1 12-1Od X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF B TRUSS ■I■ �._'■I■I■I■1■I■'■1■'■1■_I.WE — '_■ _ rom ■I■i■L■I■I■i■i■I■I■I■!■I■i■!■i■I■!■!■I■I■I■! 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-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 (-). 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, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 55 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN A SCALE: Y4"=1'-O" 130MPH ENCLOSED (A) OR 2 PLY ARRIER SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS IFNI zM o _ z° Z Q J Z to CD Q)7 cs (D('U w 0 U — w O CLI 2 F- N o 0 r— C) m ti �M � Ep — U M C N M O OO = d) 0) « IL CO - 00 Q m Qa 6 A' N C B D'OC I jg cc 5 NW r942 , o W y N m0 5 ILZaNg It W A M/ggdG l� Q O ci U O0 ❑ ❑ 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 O z (Ni O�n �(nMOO M Q(n MLn a (n •� cr- 31 � o. 00 Q E zz z WUj J � d" OZ WLL Q LLFm ZZG�' U1-�-DO �0 00. Z Y Q U Q =rZrW~z 0O g,r.U-3ceW o )0— pC:)LU azO �. LUIW J O A� 1 N Q LrI � r ■ �$ i J LU %%../ <ZY� 00 W M W V vi EozW� 0 Z zQfgrz A� .V Z Z LuwO0000 J N gon w al-8. po o WWO -Z 8. �Q�B o L n LL a o Z �o � oC O d- ♦--,LL a a f a~LL C) U. '� z .. O ? '— Z O z 0 SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO, 5oll JOB NO: 17-4139 SHEET NO. 6 2 s • ° i. GENERAL CONCRETE LINTEL SCHEDULE ALTERNATE POWERS . °•o °•o �, . ° °� • • • • ° ' ` ° ' CZ) APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY STEEL LINTEL O E F z Cl) 8F8-1B/1T 8F8-OB/1T O -- I . t ° Z CD O AO �:•� ' ` ` TYPE DESIGNATION #5REBARATTOP o Z i #5 REBAR AT TOP IN. (1) REaD Q 1-1/2" CLEAR J I • • • • F =FILLED WITH MIN. (1) REQ'D I GROUT / U = UNFILLED a 1/2" I 8RF14-1B/1T 8RF14-0B/1T CLEAR R = RECESSED O QTY. OF #5 REBAR @BOTTOM D coZ OF LINTEL CAVITY = Q M.U. a ``_^^ Q w as a W C.M.U. Q� V 8F 16— B/1 T a a a m a- o_ s \w M ° r ° r N Zda GROUTw o // \ •°• tNOMINALQUANTITY OF 5 REBAR AT o 0 a \ - •O w E I ' ° • WIDTH #5 REBAR AT a BOTTOM OF o w o D 5 REBAR AT BOTTOM O -------------------------------a TOP LINTEL CAVITY 8F16-0B/1T 8F16-1B/1T NOMINAL ° a a z _ d AS INDICATED Vi o 0 $F20-OB/1 T 8F20-1 B/1 T orroM V)� o o a o O CO l` O O O O HEIGHT REINFORCING —~ Q CO N 7-5/8"ACTUAL PROVIDED IN W C M Cl) 8" NOMINAL WIDTH LINTEL 16 GAUGE POWERS t— Ep N ;o M •v ., • • , CJ a i • ; i (VARIES) STEEL BOXED LINTEL T— U � O MATERIALS POWERS STEEL BOXED LINTEL NOTES (ALT.} U � Y 1. f c precast lintels = 3500 psi. C Y 5 o 0 • °." 2. f c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN U) 0 - 3. routed per ASTM C476 F = 3000 psi wJ ¢� Sao P 9 9 P installation. 8R 6°0B 1T 1. Refer to manufacturer's specifications for insta atio \ , ; , . \ , ; 4. maximum 3/8 aggregate and 8 to 11 slump. 2. Contractor to provide proper protection of lintel to prevent rusting. L 5. Concrete masonry units (CMU) per ASTM C90 w/ N • C B ➢ C minimum net area compressive strength = 1900 psi. Refer to manufacturer's specifications. O < ° 6. minim per ASTM A615 Grade e s 3. If lintel is scratched or damaged refer to Powers Steel for repair. A 1 Tue°''\°`° 4. Lintel depth to match precast depth. One #5 Bar required at top® Prestressing strand per ASTM A416 grade ®see lintel plan/details for bottom steel required.7. 270 low relaxation. ° ` ' . • ° . ° 7/32 wire per ASTM A510. 5. A bonding agent must be applied to the Steel Box lintels prior to • '° • • • ; • > ° . applying the cementitiuos coating. See contractor specifications r S ci 8. Mortar per ASTM C270 type M or S. r"' 8F20-16-2T • 0 K + • • • • GENERAL INSTALLATION NOTES F JIG N w 1. Provide full mortar head and bed joints. n �'J o �1 ° .. O 8RF22-1B/1T 8F24-0B/1T 8F24-1B/1T ) �1 iz 's. ° 2. Shore filled lintels as required. Z V J = LL o p}�y _ • , , , ° \ , ° , \ ° O O O 3. Installation of lintel must comply with the architectural and/or structural drawings. Q ? 0 M R 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate r� • vertical cell reinforcing and grouting. a>'.=" �� 5, All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. m ., 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 4S E qq 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. Z o� —,� 8, Cast -in -place concrete may be provided in composite lintel in lieu of concrete W�'ie (I I«i� o ° masonry units. „ .Z O \ ° ° \ ° ' ` ° ° \ ° 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530E— ° 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. El ° \ ° 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have `' \' . \• ,•, ° \ ° a coating of stucco applied in accordance with ASTM C-926 or other approved To the best of the Engineer's knowledge, information, and coating, belief, the structural plans and specifications contained All lintel dimensions shown are "overall" lintel lengths. LINTEL PLAN NOTES: within these drawings comply with the Florida Building 12' Code 5th Edition (20 ) 13. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 14 Residential. Engineer's signature • and seal is only for the structural engineering portions of ° loads shoudbechecked for combine loading with the following equation: 1- THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. the drawing pages bearing Engineer's signature and seal. Applied vertical load Applied horizontal load Safe vertical load +Safehorizontalload <1,Q 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE er ` ASSUMED TO BE 16" MINIMUM DEPTH. •' ° ` •` :� 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE O • • • • • • • • • • • ° • • ``` • • • LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH 0 8F44 1B/1T 81740 06/1T 8RF40 OB11T 8F32 1B/1T 8F32 OB/1T 8RF30 1B/1T 81`28 OB/1T 81=28 1B/1T 0! (0)© ® 0 ® 0 0 � THE ELEVATION DRAWINGS z0 � � 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER LINTEL HEIGHT. j M o 5-LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED 0 uJ O FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED Z 0 a :a d- FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. a o Ln QL Q LL' /\ Cie Z E ..q 00 POWER STEEL LINTEL IS AN ADEQUATE z .� SUBSTITUTION @ ALL LOCATIONS UNLESS W J NOTED OTHERWISE AT OPENING LOCATION O O Z ZLLR m �W F-5ina0 O o 0 Z Q U a _ Z W H Z M1&: W-1 ono Wo U�apZ@ L MIN. V_ ce J 0 5 D1 N � Q lC J I— �t WOa -2 V; �.e ce LL �J aZQ0 Ua0 ce Z Z :D W S CY Z N Qia80 W Z �g9L. u�Wou_Z< �aLLo O rl _! Ln Qi UJ IiL — o LL W a U_ z .. .. I— O MIN, > Z Z z g _J O MIN. F SCALE : AS NOTED O PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO, 5oll JOB NO: 17-4139 LINTEL PLAN SHEET NO. SCALE: %4'=1'-0" 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 31 ST 200 CHROMATED COPPER ARSENATE CCA-C WILL NO LONGER BE PRODUCED FOR RESIDENTIAL GENERAL 3, ( ) GOR GE ERA 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, ACQ-D, CBA-A, OR CA-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 II 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 R308A 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 (1524MM) 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 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, INCLUDING 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 ed. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1,1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02, 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-11, ASCE 5frMS 402-11 & AC1530.1-11, ASCE 61TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, 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 ed. (2014) AND FLORIDA BUILDING CODE 5th ad. 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 S U D CALCULATIONS REACTIONS AND FLA. REG. PE. AND HALL INCLUDE: : DRAWINGS AN I S BRACING REQUIREMENTS, D CONNECTIONS TO BEARING POINTS, QUIREMENT , AN 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 TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD: 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. GARAGE LOADS: 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. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 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. . 3.2. 2 ALL RAILING AN GUARD RAIL ILI D G RD SY T BE DESIGNED TO WITHSTAND A S TEM S ARE 0 HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 3. 2.3 WITHSTAND 00 b CONCENTRATED GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITH N 2 I HORIZONTAL LOAD APPLIED ON 1 SQ. 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 ad. (2014), AND CONDUCTED BASED ON A 140 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 DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 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 / 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-1-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-1-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: 3/a„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-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 (PC) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN, REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ 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 ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Fm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED, 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 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 SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4, 4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN 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 MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE 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- 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 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". 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 PRIOR TO INSTALLATION. 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. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO " " BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE 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 A36/36M 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 ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 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 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider for and need re -inspection andgtreatment 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. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. P Y 9 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 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 - Soil 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 soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5 ,-C n rete ove our and mortar along the foundation perimeter �ie�fore must be removed exter�r soltreatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within 1'-W of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction Is complete, including landscaping and irrigation. Any soil disturbed 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 complete 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. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS N =140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. KInTC- GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE a". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Ln Z co - O z(00 Q O t/q (D Q) C w � o w O F- vEE 0 U 0 c') L U -$ C ca M mars UO20 ()o(1)i -U_00N=0° Co 10 x Q rn - o Lf) O .t rn�o A' NC -B D-C 1 LO N a . �.. IiJ 1Ua q.. LL _ ` . z 4+ LLLU UU U O ❑ ❑ 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 O Z t'V O N l-+4-0o ul M O M f0 In d d- toz 0 LL d ^ � U fa j - Z E Z Lu C:) WI- _j O %O d- 0 ZO uj Ca 0 00 �0 z¢U z}¢Sa Ns ZZI-Z Q0.0 Ouo fV OU - Q CieN Z O C)0 J O rl Lfi N /"\ Ln ri U000� Z p � z =1X0z �� z v LU j (V N �U-1�UP g¢ U0 "0 Oza . C)w `t :D p � Ce t4 U a�z z O LLI O C) U.a�~u_ u_ Z .. j Z g z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-4139 SHEET NO. S N CORNER OF HOME GARAGE SIDE V J a co ROOF DIAPHRAGM NAILING SCHEDULE Rln(.F LINE + + + + + + + + + + + + + + + + + + + + + + + + + + +}- + + + + + + . + p + + + + + + + + + + + + + + + + + + + + + + + + + + + zo + + + + + + + + -I- + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) + + 6'-0" + + + 6'-0" + + + + + + + 4 + + 4 + + + + + + + + + + + + + + + + + + + + + + + + ++++++++� +++++++ +++++++ ++ +++ ++++++++ + — 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 0113 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 MAYBE 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 BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/ 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 _ + 518" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 314" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap --1 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 Y GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 101-0" details in One 10d box TANK -LESS W/H areas=20 of high Ji, Lor--20 sinker lateral load. nail each side at bearing. 51-0" STUB -OUT FOR "' GAS METER O 0 N • 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. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-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. $'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'4" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-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 Squash block / (2x4 minimum) —/ Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking t Isa T 110d1 nails at 6" n.c. a, L Provide adequate bearing J for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) \�� DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM ¢ STD, 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM NDATION TOHIGHEST ------1F_ ICI BOND BEAM i v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR 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 gap 2 min. 2" max. 4 max. Clinch nails when I 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 Vertical load transfer =1900 plf max, along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wail or beam below Load bearing wall must stack over blocking and wall or beam below.* Use 10dxY nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 1 16" A %" ROUND HOLE MAY -/ In BE CUT ANYWHERE IN 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 2' ►L��it*] 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. 7.1Y2" 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 %" 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. �When joists meet over wall, provide 1 314" minimum bearing for each. 2" min. 4" max. WEB STIFFENER N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI 5000s® 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500sw 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60slv 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCl90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-1$d 6-16d Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger V \ 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 k--J 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. MUGT15 TYP. 5/8"0 THRU BOLT USP ' MUGT15 TYP. GIRDER TRUSS r 2X TOP PLATE 2 X B.U.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULEFOR 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--'°• ° .. FOUNDATION INFO STEM FOUNDATION GRADE 4 . v d d. a -REINF. SEE PLAN • �rrr— A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. C 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 4- a d o 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE d 4• 4.. ! 7 XT, IIIII I�'f� it F_ I SEE FND. PLN. le SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5`s x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE /F d .. d a d ------------- s-a-----a ----------------------- ' • v .• co d 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 -------�. G --.-- v. d da G i Q 11I1,1V aTa I—�- -III.d _ d SEE FND. PLN. SIZE & REINF. r Z � z < o a 0 Q U J Q °U — O � � y o0 VU lu 0— E 0M co C fti M 12 O coO N _ °5 ENU OC _ Z_LL00 � Y to 10 °o� 'n 10Q o9 ¢° d: o N C B,D-C s ® 1§1 �f ., E, �ecc„$ rn 04 a. M 2 n z N MW o ; � tS1 & c> En;4-M•6= F U (D •*~` ° ,e LLE S S! W llllttit� N Cr 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 z N 0 a) 1\ ►>-i�MO M Q - d c!t �C: V- a C LL � M coo z < E zM WJ 0 d' J Oz � Z u 0 W zaap �0 z<0 z>-gUU2:< = zz1—z 2�n w Me aaM-OLO yU0 W CD o I'v C:)w F .2LU Z � J O ,—i r ,Ln l rl W O W ace w000 z o00 90 '0z zN000 r WL=ce z0 LU 0 z¢ (� W LU0LLZQ 2 LZ O JNZ O U. LL z .. .. I'— z z 10 SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-4139 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 � P') VARIES 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP.TYPE'W @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" PITCH >4:12 CHAIRS (TYP.) (2) LAYERS TYPE I OR TYPE II D (#15 OR #30) UNDERLAYMEN I FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". 112" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE E •6x6W1.4xW1.4 WWF OR FIBERMESH co I I II IT��r o r TRUSS (SEE UPLIFT SCHED.) W/ . •—• • • • METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB ELEV. VARIESL INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"&'X16" KNOCK -OUT BLOCK W/ 1#5 CONT, FILLED SOLID W/GROUT �8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—/ 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 0- NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" FIBERMESH" BELOW GRADE z 00OP 6 MIL VAPOR�- III-11 BARRIER COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR T—TI'" I ITI ASTM D1557) (2) #5 REBAR CONT. CLR. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION A SCALE: 3/4" =1'-0° S3 LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR — G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *USP SPT22 TYP. - MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=1'-0" S3 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 5/8"OR 1/2" HIGH STRENGTH ---- `TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5l8"OR 1/2" HIGH STRENT SS BOTTOM CHORD OR 2x4 BLOCKING W/ GARAGE W/A HA ITABLE ROOM W! 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYd TOE NAILS @ EACH END ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLUPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE)NECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW SS ALIGNED WITH STUD BELOW TOP PLATE S.P.F. DOUBLETOP PLATE USP SPT24CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL1) ROW 2x BLOCKING @MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'-61' . SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W!FXx SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE P.T. BOTTOM PLATE —� O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. T @24"O.C.) 21' x6W1.4xW1.4 @24"O.C.) 211x6W1.4xW1A WWF OR FIBERMESH WWF OR FIBERMESH z 3 1/2" MIN. ELEV. 4-3 1/2" z A.F.F. p CD - _ D ° ° 1/2"(min.)- 4" N 00 31/2"(m n.)- 4" IF' II I I I=1 I= J1 T (2) #5 CONT. 4" 1'4" 8" U.N.O. MIN. TYPICAL BEARING WALL (a STEP (d SHEARWALL "SHEAR WALL" SCALE: 3/4"=1'-0" GSNOSSG eGs• M�N`MJO 5 31/2" MIN. 1/2"(min.)- 4" 00 _ 1 (2) #5 CONT. " III ,-4" U.N.O. MIN. TYPICAL BEARING WALL @ STEP KcC SCALE:3/4"=1'-0" S3 8" C.M.U. THIRD POINTS (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 #5 VERT. IN FILLED CELL c`r., LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL 5!8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W! 2"°X 3/16" @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACED EVENLY FIBERMESH 2x P.T. PLATE EEP SCREED INSTALLED BAR ---�\ ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR i D . .. D GRADE 40 MIN. Fy= 40ksi GRADE r ° z #3 & #4 LAP SPLICE GRADE 60 MIN. Fy= 60ksi] z M _ • , D • FINISH GRADE 2 25" MIN. LAP [30" MIN. LAP] [ 00 6 MIL VAPOR BARRIER (I I 16 ° .' I ( _ R 1 7/8" ° I=I I I= 1 I=I 11= 1 I= 1 =I I W I I N z #5 REINFORCING BAR III —III —III —III —III —III- z i #5 LAP SPLICE . 36"MIN. LAP 36" MIN. LAP g III=III—III—III—III—III— N D [ ] i" 7 7�`7 �•�� — I F I F I F lI r 1= —I' •- COMP. SOIL. (COMPACTED TO — _ _ —i 95% MODIFIED PROCTOR ASTM =I I=I I=1 I=1 1=1 =I 1=I I -I 1 I D1557) 1Tf Tff,,;,IT rl11 I �—i, 1— III=III=III=1 I=1 I=1 I I=III—' ' 4" 1'-4" II���III_,III,,iI1=III=III=11'— FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4 GRADE 00 — — — — ° . ° ' _ Ii1 1Ti lil iiT 1 — -(1) #5 REBAR w/ OPT. —I I I— I —T— 11=SCREEN ENCLOSURE MIN, TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND CONCRETE SLAB EXPANSION JOINT ^ 14" 13" PAVERS O.H.D. RECESS z O.H.D. RECESS E N � g M ,—I _� J ` I 1=1• 1 MTL —I ,. 4 I� oo�I I 4., 11 °° III 11 •'•a••'','•:-�� 11WI 1�1=I .�.a�'•,'•::'� �l—TI Ell T SEE A/S3 OR J/S6 ---'- -II I I I I �1 1 I II 111= FOR REINF. INFO. L 3" MIN. CLEARANCE 1' 4" (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 0R J/S6 — -I j I I 1 �1,, ,, 1 I I Ir FOR REINF. INFO. L 3" MIN. CLEARANCE V-4" (1 STORY) 1'-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 34'=1'-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 231HOLD GYP. BD. 1/2" FROM SLAB 0� '_0,1 J CONT. BEAD SEALANT INTERIOR 2x STUDS @ 24" O.C. U.N.O. °.. °. -31� GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N WWF OR FIBERMESHOP M N l—III I I— 11=1 a M 6 MIL VAPOR I II I i' BARRIER '=1=11=1 I =1 I I=1 I=1 11— ' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" ��S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE r7 D W L_=111=III ma. LU p . g I'II�I� II�•I =1 ; (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH r D Ill lei JS- o 11 T Tii—ITI—� :' (2) #5 CONT. =1 I 1-111-11 , , 1 ON 3" CHAIRS 8" 1'-4" 8" TYP ) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N •c C') E 10d NAILS TO TRUSS TOP CHORD TRUSS 4 AT 24" O.C. MAX. CONNECTION INFO `s'N AFOR + SEE PLAN FOR ' x &LAYOUT DESIGN ° ' �. — — L,=T1I,=�s TOP OF BEAM SEE ROOF PLAN 00 .. ; � ��1� ° FOR STRUCTURAL - v —r ,T— , . • BEAM SIZE & M M I I a 8 w 2X4P.T. CONNECTION INFO I PLATE �•� 7116"O.S.B. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S31J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. COLUMN LOCATION Z ATTACHED PER NAILING OPTION #1 w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL rr w SLAB INFORMATION. g W s w SLAB STEP & RECESS S.G.D. rM Cn SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, `r SIZE VARIES PER PLAN Cl) w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER -0" FIN. FLR.ik, COMMUNITY SPECS MASONRY WALL AND r PAD FOOTING }} 8" MASONRY WALL f EXTEND FILL CELLS TO FOUNDATION PAD d CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE — a I � a. W 1=III=111=III=1' c� _j 1I1=III Z —I 1=1 =1 1=1 1=1 1=1 iI I-1 LLI '' 0 0 � a ' < a = _ _ ? _ — �¢ l l=1 =1 1=1 1=I I=1 I I LEI DOTINGLLJ =i I I I 1=I 11=1 11=1 11=1 I I I I —I I I I— rJ 11. �11 E1111=1IIiii111, �) —III=III=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3_ (D zo z� J 0_ cn w � p •U — L1J O � H y �o U m r- W H — Cq) (MCl) C l9 M O O N CD C) L LL CO a) Y ¢ 0 05ao 0 O Q O A, BD® N C B D C �. Xf l Ikt�. 5a 4p a 0 Wo 91-//, j a Fi N t'N �^ ' N I ° > U. .Q .a LLI L _z r�© yErn°Q2°....'°°' IL Ws- / ESS�O 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 CD Z II 0 Q) r-, iH 4-J p r>-+HMO M ¢ M Ln a cn .Ln L HN LL Ln fl. z M 0�0 < E zM W J � d- J Z Wzol�Lfl m n: U F— 0 �0 0 0z ( FUd< zzF-z z go o fV OS SW04 C:)~° Z� O Ln L;17 C `F_ Lid W ° 3 ¢zU0 1 i W 0 0 0 W 0 z 00 �Dzmo z _ a W zpao=Z w tV �08 N $ 20 0 8f/1 v i ' C) 0LLZQ 0 s >- a Itz z DC C:) Q q 0 c) � z .. j E— z g z O SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 5mll JOB NO: 17-4139 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND I 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 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN 2x BOTTOM PLATE W/ (1)10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYp) 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 11 (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d 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" 0/C FIELD USP SPT22 @ EA. STUD 2x R.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 Ir 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.) —ROOF TRUSS 'LIFT CONNECTOR (SEE SCHEDULE) OISTURE BARRIER SCALE: N.T.S. -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.)—� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS 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 a 8 a - a a a, c d a 811 STD. 90 HOOK Jg° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LIE NOTES: 1� 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. Q3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" 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 JTING BASE SHOWN SITION MOUNTING BASE J *— Ll`,J 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 SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTIN BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED G B FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8° 8" SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ImW CL DOOR OPENINGDOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ ❑FIT ❑ 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SLI SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 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) [TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P. 2x STUD @ 24" `' O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.G. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE _ Q d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NOW BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 ram/ S4cF �Olv N 2x CRIPPLES @ —� 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Y2"@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 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) 1 (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) O (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" OIC FOR 2"x10" OR 1� GREATER HEADER -USP SPT4 SPT24 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE 2X P.T. SECTION PLATE USP SPT4 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C z:(TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) z�,f 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 (7 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. 90' 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 • 4,9& SPLICE STAGGERED • ' M/N D 10d @ 8" O/C SI�t. ATTACH ALL -� EXTERIOR STUDS W/[Al16d TOENAILS T676PPLATE 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 •7 USP C) uor ar i'+ SPT24 or ori,+ 10( ST TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 SP SPT22 USP SPT4 io M: a Q 2X8 P.T. BOTTOM P TE USP (2) 2x HEADER SEE PLAN USP SPT4 SPT24 S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) NAILED INTO 12d TOENAILS. OPENING TRANSOM LARGER THAN 4 ft (2) 2x FRAMING SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING EACH SIDE SEE SECTION AA/S1 AND —2x STUDS TYP. BB/S1 FOR ADDITIONAL DETAILS USP HTT16 TYP. U.N.O. SEE N/S USP °oR ** HOLD DOWN CONNECTIONS SPT22 oo NOT REQUIRED @ BEARING / WALLS NOTED WITHOUT UPLIFT /RECESS / LINTEL p ! ST4 \•P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 C 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SPT4 " SCALE: N.T.S. 2X TOP PLATE DVERLAPPING NAILS @ 6" kGGERED IOLTS @ 24" O.C. UX 2X P.T. PLATE C ROOF TRUSS ABOVE 2X BLOCKING -(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. PLYWOOD —PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" $4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 dO d / d d. 2X8 P.T. BOTTOM PLATE UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. (0 LO 0 z_ C z° <[ 0 z� I a_ z Lr) (D cn w Ow ct (%� - 0 o 0 in ~ V E WM M co mvM — 8 U O o0 U- co -00 0, �x CL Q 0 i L v aso BD. N C B D C a , it I/" 4 co 04 r- '0 G ' WILC7`c ��,,..•• coon, ❑❑ 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 N 0�r, ► 4 CD M Q 'M Ln 0. cn•id' QLn C LL CL z (D M ,- q CL 00 E z 3j z WJ C) d- 0 z WZUo l-CCa �OIN, 00 z Q Q =�?W�zz gvoLO C d- aOZO �=LH O Tri N Ln N In `— o� u 0 O O � '0 Z or- LU 0 L_ Z AV q_joz zaN 'la 0�^2°9zV /) I C) '� a�~p° >>a 1- L 0a z OQaaa ¢r F- O U.. z .. .. j I— z z SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5.11 JOB NO: 17-4139 SHEET NO. 4 USP HGAM10 W/ (4)- 1/4"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND 2)16dOUTLNAILS TOENAIL W/ (2) 16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" 7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOP CHORD @ 24" O.C. SHEATHING DETAIL EA. OUTLOOKER 2"x4'i BLOCKING FOR OUTLOOKER FIRST FOUR ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2) 10d EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT 2x8 SYP#2 "L" BRACE TO TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER ,- „ EXTEND @ LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8 0 O/C WEB LENGTH &NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2X4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6-0" O,C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) Wn-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. SECTIONLL STRAP MISSED VERTICAL SECTION 1 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP M % CHORD BLOCKING00 to N INFORMATION 11 1/ WOOD TRUSSES zo - 00 00 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 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS O/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TOENAILS @ 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 ADDITIONAL INFORMATION, SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS l 2"x4" OUTLOOKER @ 24- O.C. W/ (2)10d PER JOINT 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR 10dx3" O/C OCATIONS @ TOENAIL 6" O/C RUNN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT _, ,, ..,, _ 2"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. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES S5 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 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) F SEE STRUCTURAL — TOP CORD BLOCKINGI'll USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL • OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP 8" FROM RIDGE FASTENED AT • RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) • STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD DQ END TYP. TOP & (2) 16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2X4 BLOCKING W/ (2)16 d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4'T' ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION(�L SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C 16d NAILS @ 24 O/C WOOD TRUSSES 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 112" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g 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 BRACE W/ 10d @ 4" 0/C SEE SCHEDULE FOR SIZE 4ND LOCATION) GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2X4 BLOCKING W/ (2)12d TOENAILS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 0/C 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 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL, TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 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 LOCATION(UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "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" - T-0" T-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"W' 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. y� o t7 CORNERJACK Y a , w Z 0 U HIP FRAMING REFERENCE PLAN z w a 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 'T BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL REA GABLE TRUSS WEB SINGLE 1" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. W ----w _ w 0 a 0 Nr w o o C7 , o ' 0 -v Ci w o T X b o o o 11 w 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 5 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 CD r Z C4 a] Q IDz a_ Q) <n a- J w •U — 0 w •m ~ 0 vde 0 F - U a� Co ►` w '-8 C c a M ooN �0 U � Y rn Ln O V' Q rn Q o 1 NC-B D-C 'Wo,� %� CD �o y'Y lieD 4f d f�Z r=� Ze..l. liJ mmu_ ry } C 0:..` �r `6 a F0� LLZ <�, .9 E W '�1 g11 11t1W, 0 ❑❑ To the best of the Engineer's knowledge, informatwn, 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 CD Z N O � N > O z M -a Ln a .L d- ON U_ Q Ln a S ,CO j Q CO� Q E Z M WJ 110 d- 0 W�o wZI—`na uiCD z o�LL,0o i<UzQ FZ— zgEZF'Z W Y J N LO a~KKOO=f3Wo OSN 0.0zO Uj O N Ln Ln �— Uj ce z 00 J �oz 0 z 11O Woo=o ai U N ~~J8� _ 225 6cL rO < -<e � 2 � X L Z w O 0 O � a ky a a ~ 1.1�. U. LL Z .. � � z za SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-4139 SHEET NO. S5 1X4 1/2" DRYWALL "RYWALL DOOR JAMB (REFER DOOR JAMB (REFERff 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1FOR CONN. DETAILS MAX PROPER INSTALLATION 8„ DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 „ 3-1/4 LONG X 3116 0 FURRING �� �� 3/16 0 X 3 LONG " " FURRING 3/16 0 X 3-1/2 LONG TAPCONS FURRING #5 REBAR (TYP,) AND NAILED W/ $d COMMON @ 6' O.C. EDGES AND 12" O.C. FIELD O. BOTTOM PLATE W/ 8d D 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16".. 2X8 BLOCK@ SPACING 1 DETAIL STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 W/ FACE PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH tt 3 DETAIL FILL SOLID STD. 90" D. 90° HOOK (TYP,) 2x BAND JOIST NAIL 1od @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 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 1/2" DRYWALL 1 X 4E11L NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN. DOOR JAMB REFER TAPCON TO SHT. SDW2-Ki FOR (F7 BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILJ JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" +211 LI 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. 2X JOIST & (4) 3/16 x1 3/4 WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4LL DETAIL NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK +5n BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN 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 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS .a SOLID W/GROUT 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) 4" x 24" BLOCK HEADER TAPCONS 1/2" DRYWALL ' ` (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1�' NAILS AND AT 8d NAILS 8 O.C. AT BUCK n 2 x 8 45 DIAGONAL 4 10d NAILS INTO O —LEAVE A CUT OUT IN O.S.B. ON THE E (4) 4" X 12" WEDGE BOLTS [ (1) STRAP = 1225 ` BRACE(S) 2 x BRA E/ BLKG. 8 C INSIDE TO ALLOW FOR INSULATION ::?;,.._, >`,, .'; : ': '. <' :" ::. (2) STRAPS 2450#]) 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" 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 CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ' ". '. ' • a� %. .: SCRIBE (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 - .a OVERRAN '• •.b .•.• �,. CONNECT W/ 8d NAILS BRACE/BLKG. Y) N.T.S. INSTALL WDW. SCREW ANCHOR�Tl\\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN -A, RETROFIT WALL OVERHANG DETAIL NTS ) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF - INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 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 4Yi' WOOD NOTE; FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY k 0 (2)10d NAILS @ 8" O.C. �FRygN ARCH DETAIL J WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + tGr PLYWOOD SHEATHING N 'I 1'-011 51 -011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + OlLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (11/4' MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED " /4" MAX EMBEDMENT INTO K.) 2 8 PER NAILING SCHEDULE ALL + TO SUPPORT TRUSS SOFFIT ° • ° > a ; ' . >.• n #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH -0 (5) -12d NAILS + + . D. ° p 1OIr ° b ° : 9 CENTERED W/ g 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r ®s o • . ° ' IN TOP o KNOCKOUT / N EACH TRUSS o •' 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/ s' CONNECTOR y• MONO FOOTING _ •a e, . . > ° (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -' BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYor --/ SCHED. - LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .> A. '. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN LINTEL STANDARDPRECAST °• � SCRIBE NOTCH BACKSIDE (NOTCH) 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION a T99 #5 BAR IN HOOK cv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . . � . • r ►- v s • `� INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE 2 1/4" X 3 1/2" TAPCONS AT 16" () ►% r " Ve " 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" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = 1'-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 BLOCK AFTER 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. Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( SHALL APPLY TO PANEL ANCHORS WHEN USED AT AND HEADS IN OF CHANNEL REINFORCING COVER 6'-0" 5" EMBEDMENT & 3" MIN. O JAMBS LIEU (EVERY OTHER F.F. —I EDGE DISTANCE Q FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o p v a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. < ': SEALANT _ _- * PRESS PANEL REINFORCING INTO PLACE. I I � v Z 5X6'EMBEDDEDINTO 6" MIN. LAP SPLICE W/ ' I=lll" T g EXISTING FOOTING 2- X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL "' FILLED CELL SMOOTH. DO NO FURROW. .'.° ° _ I n o 1 I �I LL DRILL 3/4"X6"MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT j ;'':......::..:::. :•.:::.,:..,..;;_` ,`"' GRADE • o. .• • oI I =;�I SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. iv g • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° ;4" 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. 00, 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 DF 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 MAYBE 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. CD LO Zo Z Q O a ' z IDM v� 0 U — LU 0 M ~' E Vi o 0 U W E f— N M CI f6 M N` C N — U O O L_ LL CO U� Nfl-o < 00) A B � ®® N C B D-C �X � CN �•®aa o" •sN.�•p �• E • P N co i c. �J LLZ Q WU SO 5%G�`'� To the best of the s En ineer'knowledge, information, and g g 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 o(1)N L/—I-I M G M Q M Ln (A i2 Q U_ U C: ()0 Q WJ Z �O d' Oz WZ�o a cwL 0 UW) 0 Oz>-z<O z > Q UU g Q a _ �wl'-Z �gubd_. nj OaU3Oo ) E— W Uxo�w N O ~0.0zOo O N /'1 Ll') J � W 3 tU0o� roZ�2 2 Z —'G Waoo0o o J N $��oj�Saa�a� C) 1�WOLLzQ :325 N I..i') a `n9o'z 0 O U.IL Z .. Z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5all JOB NO: 17-4139 SHEET NO. CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-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 ---� 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. 5. 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 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. WOOD TRUSS TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN 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 SCALE: 3/4" = V-0" C�I3 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 •iC lul. 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 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, �A TRUSS K (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=V-0" 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 CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SSPFFT OP BOTTOM CHORD PLATE SEE PLAN FOR TOP OF WALL MASONRY WALL SEE PLAN FOR MORE INFO. - ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR @ 3" FROM EACH END & 16" O.C. MAX. SECTION @ ENTRY K8 SCALE: 3/4" = V-0" 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 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM aC� RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = V-0" USP SPT24 TOP AND BOT. W/ 12 10d NAILS @ EACH STUD —� MIN. 2 x 4 SPF @ 16" O.C. 8 FOR WALL BETWEEN �i ROOF SYSTEM MIN. (2) 2x4 SPF TOP PLATE USP LSTA30 W/ (11) 10d TO PLATE & (11)10d TO COLUMN (2) USP LSTA30 W/ a (11) 10d TO PLATE & � I'1 (11)10d TO COLUMN (2) 2x8 #2 SYP HEADER TOP OF W/ 7/16" O.S.B. FLITCH PLATE TRANSOM SEE PLAN TRANSOM OPENING ARCHED OR FLAT TOP OF WALL SEE PLAN IF REQ'D USP SPT22 W/- (10) 10d NAILS @ BOT AND SIMPSON SP2 W/ 12-10d NAILS @ SILL MIN, 2x4 P.T. W/'/"X3" — TAPCONS @ 6" O.C. IN MASONRY OR 10d NAILS @ 6" O.C. IN WOOD. MIN. 2X4 #2 SYP BASE PLATE W/ 2" ANCHOR BOLTS @ 16" O.C. & 3" FROM EACH END (2) 2x BUCK ATTACHED PER PLAN IF REQ'D 2 x 4 SPF RECESS L IF REQ'D (2) 2x4 SP SILL PLAT RECESS LINTEL ABOVE DOOR SEE LINTEL PLAN DOOR OPENING USP M34 W/ (12) 8d X 1 1/2 NAILS @ TOP & BOTTOM OF HEADER (REQ'D IF OPENING LARGER THAN 4'-0") 4x4 MIN. OR BUILT-UP COLUMN EA. 2X4 NAILED w/10d @ 8" O.C. (2) USP MSTAM36 STRAPS CENTERED W/ (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 MSTAM36 STRAPS TO HEADER & INDICATE LSTA30 STRAPS CAN BE IGNORED] P.T. SILL PLATE DOUBLE 2X4 W/ USP MP34 @ TOP & BOTTOM USP MP34 W/ (12) 8dx1 1/2 NAILS AS REQ'D (REQ'D IF OPENING LARGER THAN 4'-0") OPTIONAL FRAMING TO BE MIN. 2X4 SPF UNLESS OTHERWISE NOTED. SEE ELEV. FOR TRANSOM LOCATION LINTELS AT ENTRY DOOR w/TRANSOM SCALE: 1/2" = V-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS INAILING (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR S ATTACHED PSCHEDULE2x SPF #2 AT 16" O.C. -L BUILDER FRAME RADIUS AS REQUIRED KNEEWALL aC� ENTRY FRONT WALL SCALE: 1/2" = V-0" ROOF SHEATHING ATTACHED PER NAILING SCHEDULE SEE (2) 2x4 CONT. TOP PLATE HIGH PLAN�USP SPH4 EACH STUD TRUSS SEE PLAN - FOR CONN. 2x #2 SPF STUDS TO MATCH SPACING BELOW (DOUBLE STUDS UNDER G.T.) USP LSTA 18 EACH STUD 2x#2 SPF STUDS SEE PLAN FOR MORE INFO HIGH BRG. EXTERIOR/ROOF SHEATHING ATTACHED PER NAILING SCHEDULE LOW ROOF TRUSS SEE PLAN FOR TRUSS SHOP DRAWS & CONNECTION SEE PLAN LOW TRUSS SEE PLAN BRG. FOR CONN. SECTION AT DOUBLE BEARING SCALE: 1/2" = V-0" Lo U� zM® _o z° z Q z +•--J w � o 'U — O w � 0 U W ~- �M C (Q M V MIN O O L LL CAD Ilil Uv Y �2 Rx Q rn In O : i<6 A1 B D.Tli N C Bs C �l / "M W N •� cpJ� c� CV W 6 � o I w" a „') ti Oih;Q .LL. U= t14 dz ,a'V--z fir' z� O.a c LLME1.Flc W' ;)1aRESS\°` / ��r�llllllit60,� � 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 Q Z 0�1� ►>-+HMO re) a cn•�� U_ Q Ln Q �� ce6,�� a 00 � Z M W d' J 0 z W Q z vv �� a ul-EUNinO Oz>.z ZOO- Z ?- U < s�?W1-z C9Zpn W 840 N ~ a O z O W J O Ln N �1 Lna JLUWo�a a W"0"oO� 0 �~zmo z O�W�F- 0 N 06 2 82 U_za (l} 0 U)LUS0 QQ--6o 0 f4 � Z ozza O U. F-- U_ z .. V > ~O g W z a (n SCALE: AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 5oll JOB NO: 17-4139 SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weatl barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape E DO NO' BOTTO FI ANC I r ' " ` WEATHER /E BARRIER & :ARILY SECURE SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING C 4M ASHING WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) DOOR ROUGH OPENING 3/4"-V 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 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED THRESHOLD OF DOOR AN UP JAMB 6". USE LIQUID N OR EQUAL WEATHER PRC SECTION -A (SEE DETAIL WP( SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST STALL SELF -ADHERED ASHING JAMB & HEAD .ASHING, SEE ANGED WINDOW EE DETAIL WP01) :LF-ADHERED FLASHING, ,TEND A MINIMUM 6" :RTICALLY FROM )TTOM OF iRESHOLD SELF-ADHERED FLASHING PATCH HERED FLASHING 0 o' (0 0 0 0 0 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm: 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� 00 RUBBERIZED RUBBERZZEr' Ac011A1 T ASPHALT ADHESIVE ADHESIVE r-- SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PA Ground (�-- SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST ■' OUTSIDE CORNER UZZI e (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 4 0 O O O 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 flashings 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 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" 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 I #�n 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 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL NOT USED FIVE R12 NOT USED ■ NOT USED ■ / 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 r z o z Q J a U, z C9 LU -� w Q U - w O of l/i = E 00 U w I--- E cm rNi M C (a co lm m tM 000 0 -S = N = LL CO U aoi 0 no U)LO Q rn i Ci A I B D. NCB DC N N N / N co 6 co �NNZ Z 1i1 75 rn /yLl- LI.. a O Z LJL ii Co N _ m M LU a L1J W U$ Z Z O c��Q �0 ry�wo m oti m ro a W Na o co) Ov � 00 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. 0 0 Z N O a) N P-1 LJ p 00 � M M aV) M Lan :2 (n V' WON H L_ LL CL CO C ru � 0�0 Q C Zu W Jo l0 d- J 0 Who L U Z ow Uwio0 OZ}Z`CU z> <U2:< ZIa-Z ,Z-i z og � c0- 5 to 3 840 l..-, W N �a0Z0 CD LUI Ll') W rN Ln LA Q F- ••CL W `� 0 � 1..e Q Z azcY3o U ip 0 0 o0ZC � z . 8CLU )MO w cV O oUJ O LL v/ O � ��gapo tL1L to O LL z R O 1� W ' 1 _Oz¢ �ga'Yw a�~ 0 LL � rL 'ova " J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 5oll JOB NO: 17-4139 SHEET NO. W P CU cn O }, N -C � L 2 C USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report(3)Q 0 o Product Approval No. Basis Stock No. Product Approval No. Basis 0- (D -0 U - 0 O �L a)(Q (a !EC•� W z L -}� U O v! U m O L w� z � z a SHEET NO. PA 1 .o A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL77232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU2t 6 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET OLL HU26 FL10655.31 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if _ tom- H D28-2 FL17232.3 ESR-3445 H U28-2 FL7 0655.34 ESR-2549 they will be utilized on the construction project for which you are applying far a building permit. We recommend you contact your local product supplier should you not know the CZ O 2 CIO HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FLt 7232.4 ESR-3445 H U412 F L t 0655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 1. EXTERIOR DOORS HGAIOKT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAM10KT FL71474.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0l-41.0 psf HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 4 HTW2D FL17244.8 ESR-3455 HT530 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL1D655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL i 7232.7 ESR-3445 LU26 FL 10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LU5210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 Florida Metal Products, Inc Vent RV10 FL2075.1 NIA LSTA78 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 NIA LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS20B FL17219.3 ER-02D0 LTS 12 FL 10456.29 ESR-2613 LTTI31 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2608 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WMI416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA75 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10$52.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS18 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866,12 ESR-2616 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be Cn NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-233D NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 .ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS 150 FL 17244.27 ESR-3455 H 10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 APPLICANT SIGNATURE DATE RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 U) RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 M RT5 FL17238.11 ESR-3448 HB FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 O RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FLt 7236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTHB FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.t1 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDOB-SDS3 FL1044t.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL71473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHDB FL77219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 O `i"r product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0l-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0l-55,0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288,1 - FL15288.2 +40.01-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FLt 5288.4 +40.0l-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D, MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 15Ib Felt Undertayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underiayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.18 NIA F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS! USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FLt999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber-TJI FL1630.1 - FL1630.17 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8} FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 N/A available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. N Cn Ca O .ter U a) O L � Q O ^O � I.L Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 �� -I-, �^1♦ Building Codes and Standards 1/9/2017 Building Codes and Standards 119/2017 =3 •U Florida Department of Business & Professional Regulation Page t of 2 CU W (� `v Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/9/2017 0 O -� L N FL#15225-R3 FL#15000-R2 Product Approval Application Detail O I1 0 = O O LL Code Type Versio Manufacturer Entity or Contact Enaineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Coe �co� Type V, ersio Manufacturer Entityor Contact Engineer & License Validated By Date Date Validated Submitted ed DPending ate n FBC Approval Date Approved Status FL#15332-R3 Products O � y-- co > Therma-ru Corporation TC Lyndon F. Schmidt, P.E. Ryan J, King, P.E. RickWright an 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved O -0 Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06l13l2015 07105/2015 Approved Revision 2014 ti ght Quality Assurance Approved for Use Approved for Use Impact .-� Design �L ., O Category: Exterior Doors (419 298-1740 Management Institute g (813) 767-6555 Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Seg # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q� � Q) L �� L SubCategory: Swinging Exterior Door Assemblies rickw@rwbkdgeonsultants. Subcategory Svrnging Exterior Door Assemblies rickv�nvbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED 04 12/3l/2017 No Yes No N/A � O Q Compliance Method: Certification Mark or Listing com Compliance Method: Evaluation Report from a com XO, XX 96&quot;x96&quot; �C- y- 0 Q Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12131/2017 No Yes No N/A / c FL#15225-R3 Products Professional Engineer 143&quotx96&quot; Quality Assurance Approved for Use Approved for Use Impact Design 7 SERIES420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 1213112017 No Yes No N/A Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 8 SERIES 430/440 ALUMINUM SGD 146&quot;x96&quot; SERIES 430/440 ALUMINUM SGD XXX 1213112017 No Yes No N/A 5 e. &quot;Smooth-Star&quota and &quot Benchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door wth 12/31/2021 No Yes No N1A Quality Assurance Approved for Use Approved for Use Impact Design 143&quot;x80&quota NON -REINFORCED Therma-Tru&quot; and without Sidelites. Inswing and Outswing Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12131/2017 No Yes No N/A 6 f. &quot;Premium Series&quot;, &quot;Construction 618 and 810 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A 1 a. &quot;Fiber-Classic&quota or &quot;Smooth-Star&quota 6&#39;8 &quot;Non-Impact&quot; Opaque Fiberglass 12/31/2018 rgl ss Yes Yes No N/A XXX 143&quot;x96&quota Series&quot; and &quot,Benchmark by Therma-Tru&quota Transoms. With and without Sidelites. Inswing and with Transoms Outswing Door with &amp; without Sidect&q te(s) - OutsOpaque ingFib OX or XO, OXO, XX, OXXO Configurations) 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 2 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 LU FL#15279-R4 Building Codes and Standards 1/10/2017 Product Approval Application Detail Code Entity or Date Date Date Pending Date Product Approval Application Detail Type Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBC Approval Approved Stabs FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Approved FL#11537-R6 Coe Entity or Date Date Date Pending Date Category; Exterior Doors (513) 7 2Inc. (513) 519.5566 Type Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBC Approval Approved Status Subcategory: Sectional Exterior Door Assemblies mwesterfield@clopay,com dill@ Code rope Versio Manufacturer Entity or Contact Eno Validated By Date Date Validated Submitted Date Pending FBC Approval Date roved Status Revision 2014 MI Windows and Doors Brent Sitlin er Luis Roberto Lomas Steven M. Urich, PE 9 06l30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Pp Compliance Method: Certfication Mark or Listing Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07/21/2015 07/21/2015 07/27/2015 Approved PP Category: Windows Subcategory: Single Hung 71 365-3300 PE-62514 ( (717) 317-8454 bsitlinger@m'rwtt.com FL#15279-R4 Products Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Report from a Subcategory: Exterior Door Components nelson.kraschel@doorgro Florida Registered Architect or a Licensed Florida Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Certification Mark or Listing up.com Professional Engineer Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-21=151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF/-32 FL#11537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, 5RSF, 2RST, 48, 42, 55, 486, Vv1NDCODE&#174; W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, EDSSV Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ ResistantPressure Sea # Product Model. Number or Name Product Description Contract Expiration Date n HVHZ Outside HVHZ �� es stant �- Pressure �- 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of 12/31/2017 Yes Yes Yes N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No N/A hollow metal doors. 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No N/A 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 160" 05/2112028 No Yes No +30 PSF/-30 2 M, CM, and G Series Frames Three sided and four sided single and pairs of 12/31/2017 Yes Yes Yes N/A 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12l31/2017 No Yes No N/A 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/2017 No Yes No N/A GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, EDSSV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/-42 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 1213112017 No Yes No N/A 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF CONTINUOUS HEAD AND SILL 881/8X72 102 102 W6-16 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (9'2" to 162" 05/21/2028 No Yes No +37 PSF/-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) VIINDCODE&#174; W6 Garage Door PSF CIO Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9/2017 ■ Product Approval Application Detail FL#15278-R4 Product Approval Application Detail +� FL#15288-R2 Code Entity or Date Date Date Pending Date Code Entity or Date ate Date Pending Date Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBCApproval Approved Status FL#15333-R2 Type Ye io Manufacturer Contac Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Affirmation 2014 MI Windows and Doors Brent Stinger Luis Roberto Lomas Steven M. Urich, PE 04130/2015 04/30/2015 05/10/2015 Approved Category: Windows Subcategory: Fixed (717) 365-3300 PE-62514 (717) 317-8454 Code TVDe Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pendina FBC Approval Date Approved Status Category: Windows (717) 365-3300 PE-62514 (717} 317-8454 Compliance Method: Evaluation Report from a bsitlinger@mMd.com Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved ■ Subcategory: Horizontal Slider bsitlinger@mwd.com Florida Registered Architect or a Licensed Florida 9 Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer SubCategory: Mullions bsitlinger@mnvd.com Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Quality Assurance Approved for Use Approved for Use act Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15333-R2 Products Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12131/2017 No Yes No N/A 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A Quality Assurance Approved for Use Approved for Use act Design FLANGE Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 72X54 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31l2017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/31/2017 No Yes Yes NIA 3 72X54 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A 8 FLANGE SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/APW SLIDER 108X48 9 SERIES GA505ALUMINUM PWS NI ERIES2X72 FIN SERIES S GA505ALUMINUM PWNI72X72 FIN 12/31/2017 No Yes No N/A Al 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER W V ) O O 0_ U O Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 2 Cn Li.. Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LN U) FL#131192-R4 FL#15272-RI FL#5444-R70 {„�� Code Type Versio Manufacturer Entityor Contact Engineer &License Validated By Date Date Validated Submitted Data Pending FBCApproval Date Approved Status Code Type Versio Manufacturer Entity or Contact Engineer &License ValidatedV Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Code Type Versio Manufacturer Entityor Contact Enaineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26l20i5 08/17/2015 09107/2015 10/16l2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 0211912015 03/01/2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing P 9 Mark Harper Robert Nieminen John W. Knezevich PE � 12/14/2016 12/08/2016 12/15/2016 Pending 9FBC Approval n Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651-5847 PE-59186 (954) 772-6224 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nthompson@alside.com SubCategory: Asphalt Shingles mark d.harner@saint-gob Compliance Method: Evaluation Reportfrom a die.com Compliance Method: Evaluation Reportfrom a Compliance Method: Evaluation Reportfrom a ain.com Florida Registered Arch tect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida s� Professional Engineer Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-R1 Products FL#5444-R10 Products LJJ Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number Name Quality Assurance Approved for Use Approved for Use Product Contract Expiration Date in Outside HVHZ Im pact Resistant Design Pressure Quality Assurance Approved for Use Approved for Use Impact Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure or Description HVHZ Desion 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot;2T&quot Soffit Vent or Solid Vinyl Soffit 12J31/2018 No Yes No N/A Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. &quct;Alliance T4&quot; Soffit Vent or Solid Vinyl Soffit 12/3l/2018 No Yes No N1A 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A z architectural asphalt roof shingles Z Q J d SHEET NO. PA 1 A N Cn 'L Q 2 Florida Department of Business & Professional Regulation Page 1 of 1 � Q O Building Codes and Standards 1/92017 (a Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 +�+ � W Building Codes and Standards 1M2017 Building Codes and Standards 2/6/2017 Product Approval Application Detail U �--' � }' Product Approval Application Detail Product Approval Application Detail FL#5219-R3 O O FL#12328-R7 Products Code Entity or Date Date Date Pendina Date Q Q = Quality Assurance Approved for Use Approved for Use Im a Design FL#21675-RO Tvoe Versio Manufacturer Contact Enaineer& License Validated By Validated Submitted FBC Approval Approved Status O 0 Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entityor ate Date Date Pendina Data Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L Buckner Steven M. Urich, PE OS/0112015 04/29l2015 05/10/2015 06/23Y2015 Approved ICU co 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A NIA Tvpe Versio Manufacturer Contect Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing Subcategory: Roofing Accessories (813) 248-3456 PE-31242 (717) 317-8454 flvalidation@yahoo.com Co O > New 2014 HomeGuard Building Products, Inc. John Cheslak IntertekTesting Services NA, IntertekTesting Services 02/01/2017 01/25l2017 02/03l2017 that are an Integral Part of the Roofing System -- Co O Approved Compliance Method: Evaluation Report from a L 2 f` CD_ Category: Roofing (904) 240.1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida (n O 0 Search Criteria SubCategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer � 2 1— Q Com liance Method: Evaluation Report from a P P m FL#5219-R3 Products c^ � . � v J Code Version: 2014 FIL #. 12328 Product Evaluation Entity Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Deslan Category: ALL Subcategory: ALL Sea # 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 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No NIA 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 N/A N/A Wood Deck ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12131/2019 No Yes No N/A Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile&quot, 8&#39;, or IG&#39; Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A for Shingles&quot; 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Pagel of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/10/2017 Florida Department of Business & Professional Regulation Pagel of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Building Codes and Standards g 1/102017 Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entity or Date Date Date Pendina Date FL#16588-RI Tvpe Versio Manufacturer Contact Enaineer& License Validated By Validated Submitted FBC Approval Approved Status Code Tvpe Versio Manufacturer Entf or Con ct Engineer &License Validated By Date a[Cgt Validated Submitted Date Pendina FBC Approval Date Approved Status Revision 2014 Lomanco, Inc Andrew James L. Buckner, P.E. Steven M. Urich, PE OS/01/2015 05/01l2015 O5/10/2015 06/22l2015 Approved Code Entity or Date Date Date Pendina Date Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Type Versio Manufacturer Contact Enaineer& License Validated By Validated Submitted FBC Approval Approved Status Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27l2015 02/27/2015 03/09/2D15 Approved SubCategory. Roofing Accessories that are an g 9 acarter@iomanoo.com @ Affirmation 2014 O'H in Manufacturing,LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 9 rY 06/17/2015 06/17/2015 06/25/2015 Approved PP Category: Roofing g ry: g (904) 783-8400 (786) 315-2590 Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 SubCategory: Roofing Accessories that are an clark@flamco.com Compliance Method: Evaluation Report from a SubCategory: Roofing Accessories that are an gdaniets@ohagin.com Integral Partof the Roofing System Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Certification Mark or Listing Product Evaluation Entity FL#17202-R1 Products FL#16588-R1 Products FL#2075-R7 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design 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 Sea # Product Model, Number or Name Product Description Contract Expiration pate in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 0711 W01 9 No Yes No +97.5/-97,5 1 0&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A 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. Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Q Product Approval Application Detail FL#15076-R3 Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/92017 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval AporovedStatus 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 04/24/2015 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 1/92017 ■ �� SubCategory: Storm Panels tim.robinson@gppent.com FL#7849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code EntitY or Date Date Date Pendina Date Professional Engineer Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15088-R1 Revision 2014 Boral Roofing / Monierl-ifetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 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 Impact Design Code Entity or Date Date Date Pendina Date SubCategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Ex iratlon Date in HVHZ Outside HVHZ Resistant Pressure Type Versio Manufacturer Co tac Enaineer & 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 12/31/2017 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 04124/2015 05/03l2015 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 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes NIA SubCategory: Fabric Storm Panel tim.robinson@gppent.com FL#7849-R9 Products or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Desian 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#15076-114 Professional Engineer 13 Saxony - Shake,. Slate &amp; Split Shake Flat Profile -Stockton 12131/2018 No Yes N/A N/A Code Entity or Date Date Date Pending ate FL#15088-Rl Products 14 900 Saxony 900 -Country Slate, Shake &amp; Slate Flay Profile -Henderson 12t31l2018 No Yes N/A N/A Type Versio �� y--�— Manufacturer Contact Engineer & License Validated By � Validated Submitted � FBC Approval roved �-� Status Quality Assurance Approved for Use Approved for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales 1213112018 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 12/21/2016 Validated Sea # 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 12/3112017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes N/A NIA 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 12131/2018 No Yes N/A NIA Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida �^�, W 25 Villa 900 Medium Profile - Denver 12/3112018 No Yes N/A N/A Professional Engineer Cn (, W 26 Villa 900 Medium Profile - Stockton 12/31/2018 No Yes NIA N/A #1 FL5076-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design U) Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVIHZ Outside HVHZ Resistant Pressure 1 20 Gage Galvanized Steel Storm PaneWHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. No Yes O IM 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 or not by tracks to provide hurricane protection. Yes NIA O L. (D CL CL ry U Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/92017 �, L Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Product Approval Application Detail Building Codes and Standards 1192017 Building Codes and Standards 1/92017 FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (n Code Entity Date Date Date Pendina DigLN M TVpe V rsio Manufacture Contact Enaineer & License Validated By Validated Submitted FBC Approval Alpi)rovedS a s FL#17869-RO FL#1999-R5 m 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 W Category: Shutters Subcategory: Storm Panels (954) 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Code TVpee Versio Manufacturer Entity o Contact Enaineer & License Validated By jDate, Date Validated Submitted Date Pendina FBC AoDroval Date Approved Status Code Tvpe Versio Manufacturer Entity or Contact Enaineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved t tus 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 [CC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved �^'y 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 ILL Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutte SubCategory: Truss Plates sleWs@alpineitw.com FL#12656-R5 Products Compliance Method: Evaluation Report from 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 Design Professional Engineer FL#1999-R5 Products cz Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 0.050&quot; Aluminum Storm Panel 0.050&quot; Aluminum Storm Panel with Optional 12/31/2018 No Yes Yes N/A FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design m W Clear Panels Quality Assurance Approved for Use Approved for Use Impact Desian Sao # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure .■■■■+ 2 &quot;Safety Edge&quot Storm Panels &quot;Safety Edge&quot; Storm Panels, 28ga 12/31/2018 No Yes Yes +541-54 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 12/31/2020 Yes Yes N/A N/A (0.018&quot&quot) Steel, 0.022&quot; Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes NIA 2 ITW BCG Hinge Plate Metal Connector Plate 12/3112020 Yes Yes N/A N/A Q and Non -Pert), Clear Polycarb (Full and Haft} 3 ITW BCG Trulox Metal Connector Plate 12/3112020 Yes Yes N/A N/A Z 3 24ga Steel Storm Panel 24ga (0.0232&quot;) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +1001-100 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A NIA Clear Panels Z 4 Aluminum Hinged Storm Panel .050&quot; Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Panel Q J SHEET NO. PA 1.2 N C_ to CU O �CL L O C�L O LO Florida Department of Business & Professional Regulation Page 1 or 1 Florida Department of Business & Professional Regulation Page 1 of 1 U D Building Codes and Standards 1/9/2017 Building Codes and Standards 1/92017 Florida Department of Business &Professional Regulation Page 1 of 1 —co 'Cl) Building Codes and Standards 1/92017 O U Product Approval Application Detail Product Approval Application Detail O O .L Product Approval Application Detail L FL#2197-R5 FL#1644-R4 O Coe Ent or ate Date Date Pending Data Coe Entityor Die, Date Date Pendina Date FL#1645-R4 O � 4_ M Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Code Entity or Date Date Date Pending Date Q 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 06/02/2015 Approved Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status .� E O 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 06/02/2015 Approved U) L �' Q— SubCategory: Truss Plates g ry: dwe rt@mii.com (205) 599-9500 Subcategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 Category Structural Components (541) 826-0200 Wood Association O �. Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 CU Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Reportfrom a '— . _ ) V Q FL#2197-R5 Products FL#1644-R4 Products Product va nation Entity Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design FL#1645-R4 Products Secl ## Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seq # 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 Design 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes NIA 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 12131/2017 Yes Yes N/A N/A 1 AJS Joists Wood &quot;l&quot; Joists 01/0112035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A NIA 4 MT20 20 ga. truss connector plate 12/31/2017 Yes Yes N/A NIA 5 MT20HS 20 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Pagel 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 1/92017 FL#6527-R6 Florida Department of Business & Professional Regulation Page 1 of 1 Code Entity or Date Date Date Pending Date Product Approval Application Detail Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Building Codes and Standards 1/92017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05112l2015 07/30/2015 Approved FL#158-R7 Category: Structural Components (253) 924-4084 (608) 839-1344 Product Approval Application Detail SubCategory: Engineered Lumber jim.anderson2@weyerhae Code Entity or Date Date Date Pendina Date Compliance Method: Evaluation Reportfrom a user.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval 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 FL#6527-R6 Products Category: Structural Components (813) 621-4641 (786) 315-2590 Code Entity or Date awe Date Pending Date SubCategory: Products Introduced as a Result of cparrino@castcrete.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Design New Technology Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved S, e9 # 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 ii-evel Rim Board Structural Composite Lumber or Oriented Strand 03131/2017 No Yes N/A NIA FL#158-R7 Products SubCategory: Engineered Lumber jim.anderson2@weyerhae 2 Microllam LVL board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Evaluation Report from a useccom 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A s_ # 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 0313112017 No Yes NIA NIA 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A N/A FL#1630-RS Products Quality Assurance Approved for Use Approved for Use Impact Desian FL#6527-R7 FL#1WR8 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity or Date Date Date Pending Date Code Entity or Data Data Date Pending Date 1 TJI 110 Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Tvoe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacture Oontact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status 2 3 TJI 210 TJ1230 Prefabricated Wood I -joist 03131/2017 Prefabricated Wood I -joist 03/31/2017 No No Yes Yes N/A N/A 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-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved 4 TJI 360 Prefabricated Wood I -joist 03131/2017 No Yes NIA N/A Category: Structural Components g ry P 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 g ry: cparrino@castcrete.com p @casterete.com 6 TJI/560D Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Compliance Method: Evaluation Report from a user.com New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Im ac Design Quality Assurance Approved for Use Approved for Us I m loact Design 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 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/2112017 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 03/31/2017 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 Q Florida Department of Business & Professional Regulation Pagel of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards l/92017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/92017 Product Approval Application Detail Building Codes and Standards 1/92017 ■ r Product Approval Application Detail Product Approval Application Detail FL#5450-R5 FL#1774-R4 Code Entity or Date Date Date Pending Date FL#11383-R4 Type Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status Code Entity o Date Date Date Pending Date Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. 03/26/2015 03/2312015 03l30/2015 06/2312015 Approved Code Entityo Date Date Date Pending Date Type Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status Type Versio Vf) r Manufacturer Contact Engineer & License Validated By Validated Submitted dot —� FBC Approval DD ed Approved Status Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Florida Engineering 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved Category: Structural Components Subcategory: Products Introduced as a Result of teg ry: 09 (602) 437-1160 PE-60509 GREENBERG, RE, bil I@powerssteei.com (813) 645-0186 Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUEL A. 03/28/2015 03/23/2015 03/30/2015 06/22/2015 Approved ■ � Category: Structural Components (813) 659-3707 PE-60122 Solutions New Technology Category: Structural Components (602) 437-1180 PE-60509 GREENBERG, RE, SubCategory: Products Introduced as a Result of precastgator@yahoo.00m (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of bill@powerssteel.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 Approved for Use Impact Design FL#11383-R4 Products Sao # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Im D8Ct Design 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01/2712017 No Yes NIA N/A Quality Assurance Approved for Use Approved for Use Imoact Design Sea # Product Model. Number or Nam Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure consisting of preformed steel lintels combined with Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A N/A concrete masonry units, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes NIA WA bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. ^ 1 W f� IU) O O L_ .}J U O � m Q CL � M w W � � ¢ N z � z J 11 SHEET NO. PA 1.3 I o v m