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HomeMy WebLinkAbout6465 Paden Wheel St_____J '' - ___ I E] El E� [7] El E] E] El E:1 El Ir D El El E:1E:1 El D El E:1 El D ABBREVIATIONS 00 00000000 A.B. Anchor Bolt Fir. Sys. Floor System Red. Radius Abv. Above F.PI. Fireplace Ref. Refrigerator R A/C Air -Conditioner Ft. Foot / Feet m. d. Required R Adj. Adjustable Ftg. Footing Room A.F.F. Above Finished Floor FX Fixed Rnd. Round A.H.U. Air Handler Unit Galy. Galvanized SDSmoke Detector S Rod and Shelf ALT. Alternate G.C. General Contractor S.F.B.C. Base Cabinet G.F.I. Ground Fault Interrupter . Square Ft. Sh. Shelves B.F. Bifold Door G.T. Girder Truss Bk Sh Book Shelf Hdr. Header SHT Sheet Bm. Beam Hgt. Height S.L. Side Lights BOT. Bottom HB Hose Bibb S.P.F. Spruce Pine Fir B.P. Bypass door Int. Interior Sq. Square Brg. Bearing K/Wall Kneewall S.Y.P. Southern Yellow Pine Cir. Circle K.S. Knee Space Temp. Tempered 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 Dryer Mas. Masonry Trans. Transom Window Dec. Decorative Max Maximum Typ• Typical Ded. Dedicated Outlet M.C. Medicine Cabinet UCL Under Cabinet Lighting Dbl. Double Mfgr. Manufacturer U.N.O. Unless Noted Otherwise Dia. Diameter Micro. Microwave VB Vanity Base Disp. Disposal Min Minimum Vert. Vertical Dist. Distance M.L. Microlam V.L. Versalam D.S. Drawer Stack Mir. Mirror VTR Vent through Roof D.V. Dryer Vent Mono Monolithic W Washer 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 MEAN ROOF 15 FT. HIGH TYPICAL F.G. Fixed Glass PSF Pounds per square foot Fir. Floor P.T. Pressure Treated FOR SINGLE STORY HOMES Fdn. Foundation Pwd. Powder Room MEAN ROOF 30 FT. HIGH TYPICAL REVISIONS FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 09/10/09 1.00 NEW BASE PLAN IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID 1% 06/25/10 1.01 ADD WALLS BTWN FAM. & DIN. Notice to Builder & All Subcontractors 1718M It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed 07/14/10 1.02 REVISE G BTH SHOWER 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 09/ 14/ 10 1.03 ENLARGE KITCHEN ISLAND the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations 04/07/11 1.05 FIELD WALK CHANGES 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 09/06/11 2.05 VALUE ENGINEERING REVIEW Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without MODEL 2421 03/02/12 3.05 BUILDING CODE UPDATE advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the 09/24/15 3.06 2015 NEW CODE UPDATE agreement. a d, N 0 zM 0 _(0 z� z Q o_ V) CD Q) C w o U — W O � 0 o0 �V) U 0)M tJJ t— EE p s U C tII Cl) t`6�co 0 O NO L F0 � Y Q Sao to O st Q O A' D® N C B D C 'W ,B W W� aI S E o L7 AR 010 YN, a7 E t To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 Z ty O cu r\ Z MO CM, a� 0Ln rL*,- Q LL Z� 6- am. - Q E Z 3 ca WJ C) d' �z ZLL� W mZZv57aw vt-X�o0 '0 Z Z Z 8�Q f�Z =??w J 0 I-0.0ZO° W, O V) N LA Ww03 az o 06w tR V Z `w' W i�f� Z 8, Z !a Z W W 0 O 00 W Waal J r_/� v! Q�Q� �Y$D _ LL Za N � �oZ 0 o O O J Y W aa� ^' z .`..VU > O g Z J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. C S �Iw�1E��lm�RAlll�lll�II�IIR'R1lr749�1��14A!l111llslf ls�� U) LO N BATHROOM OPENING AT FAMILY RM. TOWARDS DINING RM. BATHROOM MASTER BATHROOM VENEER KEY PLAN SCALE: 1/8 "=V-0" 5068 1 I I I I I --------- o / DEN - VAULTED,0LG. CART / / IL / Co / 00 / m / O / In / / 13'-0" 35 SH o. IM 2,4„ 3068 W/ 72 TRANSOM ENTRY PORCH FOYERLL ✓AULTED CLG.o oy TILE � 5'-0" 1, 2 4' DEN OPTION SCALE: X"=V-0" 2'-8" 1 25 SH 15'-8" W 25 SH 1'-4" u 25 SH 17'-4" 7'-0" A/C PAD REVISION NOTES 12/17/2009: 1. 2. 3. 4. 5. 6. 7. 8. ALL CLOSETS THAT ARE NOT WALK-IN CLOSETS ARE TO BE FRAMED DOWN TO 8'-0" A.F.F. ALL BLOCK WALL FURRING IS TO BE 24" O.C. EXCEPT IN WET AREAS. SPACE WET AREA FURRING AT 16" O.C. NO RECESSES FOR SHOWERS. SHOWERS ARE TO BE PANNED WITH A PRE-FAB. BASE. ALL VANITY HEIGHTS ARE 36" A.F.F. SLIDING GLASS DOORS ARE TO HAVE A 1-1/2" RECESS. REFER TO MASON'S SCOPE FOR RECESS WIDTH. ALL BATHROOMS HAVE ONE MEDICINE CABINET ALL 50' PLANS. FRAME BAR TOP AT 40-1/2" A.F.F. ALL TUB DECKS ARE SIZED AS FOLLOWS; 40' PRODUCT LINE - MIN. 48" x 64" 50' PRODUCT LINE - MIN. 48" x 76" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS OPENING PRESSURES ENCLOSED-EXPOSURE"C" ® +25.6 / -27.8 +25.6 / -34.3 © +24.5 / -26.7 © +24.5 / -31.9 OE +23.0 / -25.2 ( +23.0 / -28.9 �G SEE SN SHEET HC� SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 182X2521 S.H. 13 20X388 181X373 S.H. 14 20 X 50 8 18 2 X 50 S.H. 15 20X63 1821X6221 S.H. 16 20 X 72 18 2' X 71 2 S.H. 132 27 1/4 X 26 26 X 25 2 S.H. 3 33 27 1/4 X 38 8 N/A S.H. a 34 27 n X 50 s N/A S.H. 2133 N/A 26 x 37 4 S.H. 2 34 N/A 26 x 50 S.H. 1235 27 a X 63 26 X 62 112 S.H. 2 36 27 a X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 2 X 25 1/2 S.H. 23 37 4 X 38 8 36 2 X 37 3/4 S.H. 24 37 4 X 50 s 36 2 X 50 S.H. 25 37 4 X 63 36 2 X 62 1/2 S.H. 26 37 4 X 72 36 2 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2 WIDE S.H. 32 54 X 26 52 2 X 2512 S.H. 33 54 X 38 8 52 2 X 37 4 S.H. 34 54 X 50 e 52 2 X 50 S.H. 35 54 X 63 52 2 X 62 2 S.H. 36 54 X 72 52 2 X 71 2 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN SCALE: X"=V-0" 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 Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. 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 TA B U LAT I O N LIVING 2421 S.F. GARAGE 574 S.F. LANAI 108 S.F. ENTRY 132 S.F. TOTAL SQ. FT. 3235 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 BAFFELS AT EAVE) GARAGE SEPARATION R-11/13-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. 0 z0 z Q w a z a)_") w (10 n .O w E U) o 0 ~ i� (0 U m N � I LU E - 8 4)M C M M N :O M O 0 0 tLLCO C Y t[) O V CL A 1 N.0 B-DC BD o,t F de d cjn Z Z 1� 0) ,1.\ c_ + 7 LL „) - <n A$* , -� Lu U C Ll o, van rnad ,-� LT.16 LL To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1! O z� O aj n 1'-+ .61 0 M CO z > U-) M QLM_Ln d �� n 0 Q Q) U_ a a 3 a a �00 z w0� W _j C:) d- O z wU_0 wcozZNa VI_IRC,0 �O0 ZO<U = zzF-z z ACLU 0U-) T-'I c8i. SOrjwN aOZOO 0F J 0 Ln N Ln • • 4* J LU 0---s �zgc,J0� w000Q� 0 W r) S f� 5 :0 W Z W a c, 0 �� Wa6 > J �../ Q T� CL ww0ti=zQ aaF- oo ==Ioeo CD NIIY- x °- Q~ o O UJ O ~ Z J Fz--1 O ^4 ' LL SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. 1 ° /m rnRA 7'RIDGE VENT FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE GTRUCT.) ____________________________________________ _____________________________________ _________ _________________________ TEXTURED FINISH CP '__________________________________________________________________________________________________________________________________ � � 9 60 25SH 25SH 25SH DECO.-� � STUCCO | | | SHUTTERS | j-�_�__�__________________-________ 3068%V36"x5" TRANSOMA8V. PER SPEC. RIGHT ELEVATION FIBERGLASS SHINGLE OR CONCRETE TILE PER COMMUNITY SPEC (SEE STRUCTj r7 r7 r7 E-1 F=7 F71 r7 1=7 F=_1 = F71 El F-1 Ll = E] OX7OVERHEAD DOOR 1G%7OVERHEAD DOOR WAINSCOT MATERIAL WRAPS CORNER 24"UNLESS OTHERWISE NOTED. ARESCORED ALL TRIM LINES FRONT ELEVATION �� A Ci- 00 CD 11- CO 0 LL La tie 10 10 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. CD z E z W %0 CD z On LLZ SCALE : AS NOTED PLOT DATE 12/7/2012 TECH: MIAMES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. 2 7' RIDGE VENT T.O.M T.O.M. F.FL. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - TEXTURED FINISH 2'-0" CV 2'-0" CP N 01 HDR.N. F.FL. TEXTURED FINISH �El� 25 SH 24SH 25 SH LEFT ELEVATION SCALE: 1/4" = V-0" FIBERGLASS SHINGLE OR CONCRETE TILE PER 4OFF-RIDGE VENT 4' OFF -RIDGE VENT COMMUNITY SPEC (SEE STRUCT.) 25 SH 8080 SGD 12 �!Sl 15.9 25 SH 25 SH REAR ELEVATION SCALE: 1/4" = V-0" P Z 0 ry�ry� I` I1C Ul) (!) C—n �W LU I� U - O u, y 00 U tom- E O a� tNn 2 OW M N U N 0, z u- GD 7 W O 0) O <C Of 04) a O A� NCBD C E U1 CP LU lu =" ti um Z 4ESSI• Q W N�01L)}alllattt 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 �'�► O�I� H Ln M O M � 4. M L O L_ LL �C Ln rL CO 0. 00 Q E Z WJ Oln d" J 0 W z I- V) W m Z z I UI-�riio0 z 0z OO-Z a a U Q< =-1�ZwF'z ¢ S � 1� U O - cn 3 0 =Z N s ri Ln N Litt W q�q 0 < � 0 �■'\ z U W un 0 0 Cep �oZ8S `a ZC:L '� W W LU C7Uj0z000 �22 V l TWA 0 W O Z Q Q> a W x 0 >' N � �°`z LL Ce CD QW LL Z •• w W z z O SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 3x06 JOB NO: 17-4138 SHEET NO. 2.1 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 O 200 amp 150 amp NEMA1 200 AMP #14 copper to lights & Wets #12 copper to 20 amp ckts #10-2 copper to WH #103 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. -- ------------1 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 Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH ?'4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUSTFAN 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) 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER o_ ELECTRIC PANEL DISCONNECT SWITCH ` � SPEAKER (OPTIONAL) C� ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN G-9 (1) PHONE LINE, (1) DATA PORT POWER CO. FEED —� INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 �p 3" VTR I I � I DBL I SINKI I I I I 1 31' I L 3■ 1.5" VTR III- 13 I HANSON BOX 4" SWITCH FOR DISPOSAL UNDER CNTR TO PENDANT LIGHTS OVER ISLAND M 2" VTR ,Ip KITCHEN SINK W/ STUDOR WC �Ip 2" VTR 3" �3"1 J I SHWR 2"11� 3!� 3'r SINK 1 f I I I I WC 3r, I TUB 3" 1 3" SINK I I 3" WC TUB PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS OPTIONAL LIGHTING C/o 1 0 0 0 0 0 0 A/C PAD WID DISC. GFI 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. f ALT. l I A/C II I� PAD �I L— -- J Z O Q O J �Er to w F- 0 w � 2 LL co c� >S r-RG V V 1rSC tAo r-C rS r �.. SPECS a., ELECTRICAL PLAN SCALE: %4"=V-0" Ur U) Cl) °® o N �QQQ a. V)n n ' Q) U-) U-1 m s V L.1 J O E y `V 0 NM Lij h— E --8 0) M NO M o;00 0 t LL 00 :300 yy i t{ ai Y U) CL o IA O d' <Crn o` Q6 B Q® *1 V � N to iD N o,-rn V GJ o oNo Z ZWm�� O L1- L7 rL N L1 1.1.1 °` � W V4o. w Y1 rn CD0w ZZ m O A Vi Ib 5 - Z LLaNaM Q W �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 fV n 0 -+ t.0 7 � M 0 U-) Rf I1 Zt1� a ° U_ fl. ^ a 00 q( E '- Z � W J � Mill z W LLL Q wmZQZvv5l'� U�gtwi100 z Z zo m U Z Q U Q a Q x~�Zwl—Z a7gLu dw O���Bo ��IY=uj ZN Z© G ri Ul) N Ln rl ■ J O /�'\ Z az'�a Dom O Q Zm2 0°wo Z _j zd"- Z Z W f1 L.L Cw'JQ0Zpo Q� `QUA LU Lu >' N �/ 1.1.. aoZ� O o w Q F— N IU LL Z > .. �— .. W z J Z g LU SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. 3 a 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 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 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 - (Values to be verified with Manufacturer Specifications) • 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. • �:.� • • • • 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 �.':. • • LOMANCO DECK -AIR (Shingle Roof). 9 IN. OF NET FREE AREA! : VENTED SOFFIT 50 SQ. FT. Needed) Needed) *"Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = 'near Ft. of Deck -Air Needed) •�•� `r • • • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT .� 1. ..� f,•: •• -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed ZONE-1 � ATTIC SPACE 3235 SQ. FT. :: 7.7 V • •�.� •• • LLL ILL •'� �••• W W N r.' H • ' Lj- : •� L.L. �•••• w ••LU ::1 % :A '•� �.' �W. 00*0 �.' ._.� ...� .' .�.� '.1 (�[•• ...� jj.' :.,� t: �.: :• �.. �:• :•. ��. ••• ROOF PLAN -A_ VENTED SOFFIT 59 SQ. FT. SCALE: %4"=V-0" ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 11300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) r zM 0 z� z Q O J Z � n� w m Q w O � ~ O f— m ti U W � Ep �M C N M N :O M O — U O O wig0 I 5 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 V 111 J W CONTROL JOINT DETAIL •�. �:= v • #5 CONT REINF. • SEE FND. FOR QUANTITY #5 X 25" X 25" ".-::"7-7 �' .:,�".- CORNER BAR ONE FOR EA. HORIZ. _•" :,�";: �•;:_.v -•_ `r REBAR,TYP. ' :;:.: • �r- U.N.O. TYP. CORNER BAR PLAN DETAIL SCALE: 1112"=1'-0" i0 LO OP 00 I zo A S3 0? TYP. Zo U.N.O. 0 EO N • 18'-4" 12'-8" 19'-0" 3'-10" 4'4" 4'4" 3'-10" 1'-0' 1'-4" 3'-10" 6'-10" T-O" A TYP. L S3 U.N.O. S3 TYP. ----------------- r —— — — — INDICATES FILLED I °P CELL W/3000 PSI I I of I T I CONC. GROUT FROM I o M C X FTR. TO BEAM W/ 1#5 cJi� I I REBAR VERT. ABOVE i • 9'4" 3'-4" • i �I SLAB. TYPICAL @ ALL I PLACES SHOWN (2) #5 VERTICALS - • F — HOOKED FTG. DOWELS I I _d W/IN FILLED CELL 2'-9" 3'-3" -1"• 17" EMBEDMENT W/ 25" I 4" STEP I S3 EXT. ABOVE SLAB CJ I DOWN MIN. CJ c� S3=EELI I I RADE-40" — — — — — —{— •�— — — I ----- -- -- GG I I M I S3 S3 PROVIDE 1-1/2" RECESS FOR SGD DOOR. REFER 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 0 N co TO MASON'S SCOPE I ( • FOR WIDTH N o I I o ch I ,.I I • 12'-6" 3%2' MIN. 3000 PSI CONC. SLAB FOR HERNANDO COUNTY ONLY 3%2' MIN. 2500 PSI CONC. SLAB OVER I n 6 MIL VISQUEEN VAPOR BARRIER — — — � I — C.J. — — — • - I II L`JII I I M I I II r`�II I I I I I LL=—J I I • I II � I I GG 0'-0" ELEV. U r FIN CONC. SLAB S3 I o I I I 11'-1" I I I '-0" 2'-8" 2'-11" PROVIDE LINE I I C = - _— _— — — �_ • FOR ICE MAKER + 0 II I o 8'-2" I 12'-6" III III II I q C.0 o , C11 -- L2'-0° x 2'-0" x V-0" J I I I W/ (3) #5's E.W. I • — — C.J. — — — — --� — — I A I S3 I TYP. zo L S3 I U.N.O. 0 I = i I • 60 @ FOUNDATION K I - 1 T ONLY S3 _ I C) _ I co I I , • I I �1--------------- - ----- ------I—• I l W.H. / i 4' 4n o STEP A PROVIDE 1/2" x 9" I DOWN Y I S3 S3 RIECESS FOR FRT. DOOR C MIN. I TYP. I S3 @FOUNDATION • — — U.N.O. ONLY L-- — -----— — — — — — — — — — — — — — FOUNDATION • • • • • I ONLY I a I o I _4„ I o I I '" ' 3-85' 6'-10' " ' „ " 4-024 I " I 2'-6" x 2'-6" x 1'-0" o C.J. — — — — —' j 2'-6" x 2'-6" x V-O" — W/ (3) #5's E.W. Tn W/ (3) #5's E.W. zI I — 00 — — — — — — — — — — ------ - TOP OF CONC./ �i PAVER TO BE 4" S3 BELOW FIN. FLR. TYP. I • I I J SEE S-3 FORI S3 RECESS OPT " • • 1'-4" 9'-8" 1'4" 9'-8" 1 -4" 50'-0" (2) #5 ERTICALS W/IN FILLED CELL J S3 — — — — "SENFOR REC 15'-4" co • 0 F- 901 FOUNDATION PLAN SCALE: %4"=1'-0" U zM z Q J Z W c„ 4--j W U — O Lu Lu (n � 12 E o Cl) F— U m � a) rN) W � F— — U C f0 M N O M 0 _ N .20 - L L 00 .rao C)( 7 <Crn4 <6 J. A 1 Do g.x. �aA. vn. N N �z °°`�, J �z W_8ag MAL LU - " " LU a .w •°_� z O W Y;"�. NJ Oa 5 - ^` . t/ .r R Ltn�--m W a � dM -' o brnaN N P? 0 (5 ❑❑ 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 Z N O a-J H Lr) M O M Q � O Ln a) 2: L Q L U- z 0000 E z W J � V- wUj LU Z CC Uj ZWGiY o>.z<0 zQQUQ¢ zz =x4L g W J US 8 8 LU N OZO 0 v- ; J 0 Ln N to Z w��� � � Y O' e-' OO 0 Q Q U 1 o0W� � Z � 0—zO.f��z ° i z LU z �UJ000 O 18w1—� 0 V: {{��,,�J W tL d = a� Q o 0 0 0 O oN Z Z .. .. 0 LU �.- z O g z u_ SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 3.05 JOB NO: 17-4138 SHEET NO. 5 -- -__.—r .I III'L.I, I I i,i T11.T6;ii �-:Ini. 6' 50'4" UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 18'.4" 12'-8" 19'-0" O CONNECTOR SYP CAPACITY SPF FASTENERS CONNECTOR SYP CAPACITY SPF FASTENERS A TYP. U.N.O. A HETA20 1810 9 - 1 Od x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 - 1 Od x 1 1/2" HTA20-18 14GO 1400 10 - 1Od X 1 1/2" .— U C U ] II I) II E.��IA EJ7 II �) II II II II II II �I II II i„a EJ7V EJ7 1 cM '� 00 CJ3V ti��G "' 9'-4" LG. A CJ3 = O II II (I II'Cn,II I) II (I I II II O II II II = CJ5V D N CJ5 II C — _ — 6F — — =47R 2`O M c R J A (2)O 6E _ = j 4 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 t/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. / 18 10dx1-1/2 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 * 31 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7B" ANCH. 3/4" STUD BOLTS TDX10 7845 = 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** 8 - 10d P H 2 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" MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 112" 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 & LUGT_2 1850 1810 (16)10d NAILS AND 6D (7) 1/4" x 2-1/4" (5) 1/4" x 3" WEDGE TITENS BOLTS A @ 24" 11'-4" CLG.'-4" CLG. 2.75 VAULT O.C.006C HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" m — — — — — — — — — B _ _ = 0 — — — — — — — — — z 6A 0° A TYP. U.N.O. SP1 585 535 10 - 10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d * H P2 645 555 12-10d 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. 5F — NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. — — — — — — — — — — — c3),2dTOENAtI_S. 5E TRUSS TO BRG. _ DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS WALL BELOW 5D ++) OP LO rA S3 9'-4" CLG. 11'-4" CLG. 9'-4" CLG. LO (B) (B) (A) TYP. U.N.O. = E W rA o t CARRIER TYP. _ 5CG _ _ _ U.N.O. r — — — — — - 0 5B �— o 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/-6") P2 R 5A *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 (8) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (**). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) A U 4G _ — _ _ = ASE 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 TYP. U.N.O. 4F _ _ _ _ ' �� �� 9 (3} 12d TOENAILS. 9 -4 CLG. 2.75 VAULT 11-4 CLG. TRUSS TO BRG. 4E —_ — 7 FOR HIP PLANING TRUSSES. R1 1 �I¢ STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS rwl/02CONT LEDGER (A) 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. _ _ — m WALL BELOW J 4D 4c W — (3) 12d TOENAILS. ��h 4B TRUSS TO BRG. _ _ _ = > WALL BELOW 9'-4" CL LO 4A NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS A TYP. 3B U.N.O. _ o CJ_5 _ _ _ _ _ = 9'-4" LG. I �� = — _ CJ3P C "— 1 II' 3A U U 10 H �A N A TYP. — — — 9'-4" CLG. — — U.N.O. — — — — — — m A T TYP. U.N.O. 60 A 2C TYP. 1A U.N.O. 0 9 _ r T N - 9 S5 A TYP. 9 U.N.O. 22'-0" 9'-4" S5 18'-8" ROOF FRAMING PLAN A SEE D1 SHEET FOR TYPICAL ROOF SCALE: %4'=1'-0° FRAMING DETAILS z M O z� Q J o_ Cn z O cn (DMu 4--J w — W O I, N U)0 Vi ~ i� U mti 0M W H — 0 M C cc C`9 c`0 -O M O oo di t LL co O ) O Q 0 $ o A 1rsrA N-C a D C r11111 �`"'.cvnZ '�z• �..L �a LLtlal NaMgPns.da; d�F���� 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 zN O au r, " a--' O � M O M Q�p� a cn•�� L_LLun Q /\ rL ` CO LL 00 4 WJ z c° 0 d• O Z W LL W z F- n; 03 �l_IZ0 0ZZ. }z¢U zr<U _ w � z �g W �ei J r-i a U KKK O O 4 0� w o 0 5 W 04 O ~W z J O LA Q r4 - lV -� L 7 J O¢ z Q opaZ. zCe2 O W H Z � !a ZO'�ZZQZ ^, W �'-� QZ ~F° W QU w OLLz¢ .-� N U_ c7t X � z Ce ��ZW O O (� LL a z .. .. O LU �-- z O z 0-Of �O SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. 6 �.10 "P.: .; p. p.; VkA ALTERNATE POWERS 0)• - •'a'° STEEL LINTEL "' `� � - 0 0 o O z 8F8-1B/1T F B/1T o O ® ' TYPE DESIGNATION #5 RE AT TOP #5 REBAR AT TOP U-6 O, , MIN. (1) REQ'D MIN. 1 REQ'D p Q ° F FILLED WITH O a 1-1/2"CLEAR 41, O 01 O O O O O D GROUT / U= UNFILLED a 1/2" j',a 8RF14-1B/1T8RF14-OB/1T 8F16-1B/1T 8F16-0B/1T :o.° ° R=RECESSED LEAK o E a G+ D C O ° O O ° O REBAR @BOTTOM ° o° p O Z G 0 0 0 0 � OF LINTEL CAVITY 8F20-1 B/1 T $F20-OB/1 T J � °QC.M.U.W Q p o, � � {) GO O � _ ° _ � � C.M.U. 8F16— B/1T a l�XLU a , a N Z d o GROUT 3ruw t W tNOMINA QUANTITY OF ° 5 REBAR AT a n \ \ O t1 f ~ •e a° e° O O a° a° a° e° _ _ M1•. WIDTH #5 REBAR AT BOTTOM OF ¢ cwi � E 8RF6-OB/1T °°' TOP O c LINTEL CAVITY z � z L6 Q n Q MIN. (BAR AT BOTTOM N ZD ZD rn NOMINAL "*—BOTTOM REINFORCING i¢- on p • p ) .- ,v ° •� ° HEIGHT PROVIDED IN LINTEL ~ 7-5/8"ACTUAL (VARIES} N M U16� 04 8" NOMINAL WIDTH 1-- (`6aM 16 GAUGE POWERS W rn t0 M : , STEEL BOXED LINTEL (D O LLU CO OO ° ' ° ° ' ° ° ' ° ° ' ° MATE IA S POWERS STEEL BOXED LINTEL NOTES (ALT.) E U ai <n a O O 8F20-1 B-2T ° ° : ' ° ° 1fc precast lintels = 3500 psi. ) o O O O O ' ' ° ';' ' a' ° , ° 4c prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN Q cm < o grouted per ASTM C476 fg = 3000 psi w/ 1. Refer to manufacturer's specifications for installation. 8F24-1 B/1T 8F24-OB/1T °' °;s Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. ' ° ioncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. , "� sin ° minimum net area compressive strength = 1900 psi. O O • ° :. . 3. If lintel is scratched or damaged refer to Powers Steel for repair. O Rebar per ASTM A615 Grade 60. $d'1 Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required top and s D. F'7� 2.70 low relaxation. bottom of all Powers Steel lintels. �� f 7l32 wire 5. A bonding agent must be applied to the Steel Box lintels prior to 8F32 OB/1T 8F32 1B/1T ; ; a:', per ASTM A510. .t~ ° e ° applying the cementitiuos coating. See contractor specifications ° n Mortar per ASTM C270 type M or S. �: � ; v�i �•� '� � GENERAL INSTALLATION NOTES U' .w g'o°�' ��' Z_ W ., �� Provide full mortar head and bed joints. fZ 8F40 OB/1 T Q ° 2. Shore filled lintels as required. I N c p t LU O O 3. Installation of lintel must comply with the architectural and/or structural drawings. �J rt a © 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate W r� c ii 'o 8F44 1 B/1 T vertical cell reinforcing and grouting. Q W _ ' L S z T ° Q 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and Z c m �,�. j" t ©• ti longer with a nominal height of 8" meet or exceed L/180. •v` e O 6. Bottom field added rebar to be located at the bottom of the lintel cavity. t; LL Z 7, 7/32"diameter wire stirrups are welded to the bottom steel for mechanical anchorage. m ,�, ¢� � 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete W N a M''i i? $ ' • ° ' r ° ' ° masonry units. < 0 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 v 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. ulull", 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have To the best of the Engineer's knowledge, information, and a coating of stucco applied in accordance with ASTM C-926 or other approved LINTEL PLAN NOTES: Coating. belief, the structural plans and specifications contained within these drawings comply with the Florida Building 41, O O 4� - 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY, Code 5th Edition (2014) Residential. Engineer's signature - ° ° O O �C loads shoud be checked for combine loadingwith the following equation: • 8F28 1 B/1T g q and seal is only for the structural engineering portions of +`1 ° a ° 8F28 0B/1 T O O Applied vertical load Applied horizontal load the drawing pages bearing Engineer's signature and seal. T 8RF301B/1T Safe vertical load Safe horizontal load C� ,Q 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE J ; ASSUMED TO BE 16" MINIMUM DEPTH. O UO 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 0 o LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH 8RF40 013/1T THE ELEVATION DRAWINGS o 4-THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER z N LINTEL HEIGHT. O aJ CN all ) 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED fn o FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIRED ¢ FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. Ul 'L Z C) Q 11 ILLfl. C�Qco POWER STEEL LINTEL IS AN ADEQUATE z 3 :0 SUBSTITUTION @ALL LOCATIONS UNLESS w o NOTED OTHERWISE AT OPENING LOCATION W J � Q � O 07. O Z LU LL LLI Z Lu Z �>.zaS O _ z) Z0°-� Qa UAda =�ZwF-Z U Q 0 J J o a 0 3 0 0 U=O�wN �a0ZO w=W it o �J N N Ln �2oa Lu < Z cg(� i W F OF O -v LU0000� Qd 2 cZ Zc=,oZ z ww _J 40 0 O LL Z Q V/ Q CU, O 0 .. N '� `"aoZ< Oaa� O (V W a~ F F z O O . .. 1- w > ~ Z z z 0 g _J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. LJ 106 O MIN. JOB NO: 17-4138 O MIN. SHEET NO. LINTEL PLAN-1L1SCALE. /4n_-1,-0n0 rkur _I[���>Ta._I—r��wuiiia a ulwl� liuu�l_r,r � I,u,��i,:,..�1� a�- i I, a l' I I i I �- 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. A77ENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, 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 il 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 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JAILOUSIES. 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 (1 524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(61 OMM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1 524MM) 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 (11524 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 (11524 MM) ABOVE THE NOSE OF THE TREAD. I 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 R308A ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, 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 5rrMS 402-11 & ACI 530, 1 -11, ASCE 6rrMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTIM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1,11.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN', BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI 1 -02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5rTMS 402-11 & ACI 530.1 -11, ASCE 6rTMS 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 FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCIF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOPCHORD: 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOPCHORD: 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGELOADS: 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4� BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOFTRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE): 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W1 LIMITED STORAGE): 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. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLIF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 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 ONA140 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: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DIL + FLOOR LL + ROOF LL TOTAL DIL + FLOOR LL + WIL TOTAL DIL + 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-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 Y2'. GROUT FILLED MASONRY: 3/4" 4.1.7, WELDED WIRE FABRIC (WWF): ASTMA-185/A185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-l-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C+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): 3 1/2"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 11 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 F'm = 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 ASTNI C270 TYPE"S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WA_LLS 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" EXIP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXIP 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 W1 TOTAL THICKNESS 7/8' OVER METAL LATH. FIRST 2 LAYERS 318"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 A36136M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTNI A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTMI 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'XBOLTS 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 "J" 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 STEELERECTOR. 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 1557-02EOI TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1 FRC R318. 1 - "A permanent S n which identifies the termite treatment provider and need for re -inspection a Itreatment 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-13" away from the building side walls. 3. Inigation/s grinkler systems including all risers and I ah spray hea s shall not be installed wi in V-0" of the building side wall. 4. FIRC 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 518" 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 R318.11.3 - 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. FIRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If r@Infall occurs before vapor retarder placement, retreatment is required. 9. FRC Rb3lr' a 6MI b5%;gVegoreteeoverrpour nd m retartalong the foundation perimeter re xie 01 1 trea� must or s m n 10. FIRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior veMcal chemical barrier must be installed after construction is complete, including landscaping and imgation. Any soil disturbed after the vertical baMer 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 bg a licensed pest control company before a certificate of occupancy will be issued. T e 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 = 11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORSTCASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF 1 -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 160 +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. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND %8., 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 3/8". 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. LO z -0 z z z U 0 Uj E 0 in W ce) p U_j E C W Cl) 2 -0 - r- 04 0,20 C) - LL Co 5 -co 0 CU CL- 0 < Lo 0 - 0 - A I 8 D. N C,1 DIC A , ;Ir n gCo.- 05 U, N 'LL 0 LL, 0 crL 0'A ruo- 0 z 24 sN 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 z 0 " 4-J 1 5 C) V) Cn z M V) 11`0 Ln in- Ln 0 LL zCL u CL. CIO z E z (V Uj F- W %0 0 W ce z Uj LL 0 Uj z Ln - C3 2 a. i I— no 0 z >. z L) Z 0 IX < U X < Z z z z � � Lzu LU _j U 0 D 3: U 8. Q�wo .2 LLI 04 0 z 0 21 z C) Ln LLI < z Q im Uj a 0 0 ce 0 0_1 M o 0 Z LL z z CL D LU 0 �- z cyX z 2i LU r) =) 0 Uj 8 p -!1;5 > _j 8 2 V) 0 u_ Z a- LWU iu X >_ g r"4 .0� o, LL th X z 0 C) qq_ =i 2 1?) 0- LU 0. < I.- r*4 z LU > 0 Z 15 z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 3 06_ JOB NO: 17-4138 SHEET NO. S N CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0-1 . . . . . . . . . . . .. \ . . . . . . . . . . . . . . + + 44 . . . . . . . . . �D . . . . . . . . . . . . . . . . . . . . . . . . . . C-D ... . . . . . . . . . . . . . . + + . . . . . . . . . . . . . . . . . + + + + + + 4 + ._011 (TYP.) + 6-0- 6'-0" + + + + + + + . . . . + + 4 + + <_� + _0"(TYP` + + + + + + uJ + + + 15/32" CDX _J + + 00 + -1 + + PLYWOOD OR < . . . . + + + \ . i + + 7/16" OSB + 4 + . . . . . ZD + . . . . .. + + + + + 4 . . . . + + + . . . . . . . . . . . + + + ........ + I "—RIDGE LINE 140 MPH (uIt)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6' O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NO FOR 8d RING SHANK NAILS 0.1 13x 2x 3/8"RING SHANK COIL GUN NAILS MAY BE USED TE: 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 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1- 1 /8" or two 1/2" 650 Osl.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL--\ STD. 900 HOOK BOND BEAM UJ .... X STD. 90* CONT. #5 CONT. #5 HOOK BAR BAR . . . . . #5 CONT. ... ... ...... ....... FROM FOUNDATION 1: — ... TO HIGHEST ... BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/FXT 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 Ablocr= FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR S Sorid olid block all posts k all DOStS from STUDS above to bearing below. SECTION INT. BRIG. WALL N.T.S. 1/8" min 2" min. ' Small 2" max I gap " . max. Clinch nails when possible 1 Support back of web during nailing to prevent damage to web -flange connection. ght fit 2) Block solid between joists for full length of span. Ti 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/PIywood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 1 Od nails required when indicated or 4" max, 16 6-1 6 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing top flange of joist. WEB STIFFENER - Birdsmouth cuts. N.T.S. DOUBLE JOIST CONNECTION - Under 2nd floor cinhimn w/ in;,ri, N,T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1 900 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 _J local building 11/16" 101-011 code for appropriate TANK -LESS W/H details in One 10d box areas=20 of high or--21 sinker lateral load. nail each side F1 at bearing. 0, V, 51-011 -OUT FOR STUB GAS METER 0 ZN 9 H C G 00 0 " V 6 C? 11-01, = - 0 0 i:r) -1 0 0 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER 0 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. 101-81, (2) 16d TOENAILS 2" X 8" @ 16" O.C. 131-911 (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-51' (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19-4' (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6- 1 (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6- (2) 16d TOENAILS 2" X 8" @ 24" O.C. 111-01 (2) 16d TOENAILS 2 X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12 - @ 24" O.C. 151-4-1 (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 __J (2x4 minimum) Bearing wall, Versa-LamLVL or 0 Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (1 Od) nails at 6" o.c. Load bearing walls higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif 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 wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Q�� Provide adequate bearing Use 1 Odx3" nails at Vo.c. for all joist for each lapped joist. blocking panel *Non -stacking walls Od nails require additional consideration. INT. BRIG. WALL SECTION S. MINIMUM SPACING 2x GREATEST DIMENSION OF LARGEST HOLE D (KNOCKOUT EXEMPTS) (see table below) D (see table below) 0 (0 gem J 2 1� I r. A IY2" ROUND H E VIA - — \-DO NOT CUT HOLES 6"rJ6' 1:51: UU I ANYWHERE IN LARGER THAN 1Y2" THE WEB. PROVIDE AT CANTILEVER e-ROUND IN FROM OTHER HOLES LEAST 3" OF CLEARANCE CANTILEVERS. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: 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. 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, 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS 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. lY2- 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. Web Stiffener Fastener Schedule Joist B aring Location Series Depth End I —ntermediate @_ BCI 5000s 9-1/21, 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s@) BC16500s V 9-1/2" 11-7/8" 2-8d 2-8d 2-8d I 3-8d 14" 2-8d 5-8d — 16" 2-8d 6-8d BCI 60se 11-7/8" 2-8d 3-8d _14" 2-8d 5-8d 16" 2-8d 6-8d BCI 90s@ 11-7/81' 3-16d 3-16d 14" 5-16d 5-16d " d 6-16d Plumbing Joist 1-When joists meet over wall, provide 13/4" minimum bearing for each. I -Joist can be offset up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. U, M THF 5/8" BOL R TRUSS OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN, EMBEDMENT SCHEDULEFOR AND QUANTITY )FFASTENERS TYPICAL HTA 20-18 HTA 20 INSTALLATION HTA 20-18 HTA 20 INSTALLATION @ MID SPAN NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC -PENETRATION SLEEVE THRU STEM 4 WALL U, 9 . =1 =1 - T". !4 00 'z I lit FINISH GRAD E Lj,7- X—M _=7 Backer block (12" wide min.) 7= LL17—Mu=11 1=1 —I I I Nail with 10- 1 Od nails. Install tight to top flange, SLEEVE THRU STEM -A & ­.' SEE PLAN FOR Joist hanger FOUNDATION INFO 0 4 STEM FOUNDATION 6� I I -'I I I -, Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install fight to top flange. 14"-Z' gap—�/ Backer Block :V k "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be fight 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. Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet eb stiffner as height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. GRADE i—REINF. SEE PLAN (2) #5 REBAR L' C CHASE4' PVC SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SEE FND. PLN. SIZE & REINF LiL4- 12" BELOW GRADE PIPE VERTICAL THRU FND. PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" CENETERED @ PIPE PLUMBING LINE PENETRATION d 4 - - - - - -- - - - - - - SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CIENETERED @ PIPE PENETRATION PLUMBING LINE A A' SEE FND. PLN. SIZE & REINF. 0 LO 7' �; 0 < CL V) (D Lu C) Lij 0 —a)— 01 (A V) E 0 0 W 1-- 00 Y3 r.- 04 LU F— E 8 (D co 0) Cl) C W Cf) so -0 M 0'r- 04 .20 U_ 00 'S ce 0 -, < U) CL 0 Lo 0 V a _-: A I a a. N-CBDC * �, "t. ?� 0 co '0, a Z c-, fT C-4 I X___ - L w Z�-ora C. 1 0 0 9! CIS E z ILW 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 seai is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z 0 P­1 4.J C) U) > U, M -4 C) < V) M Ln Ln tn N 0 CU — Ln < L_ LL CL z F- < 00 E z z LU W _J C:) ko 0 C,� Z u_ I­ LU z U LU a 0 'n 0 z z C) > U z z - Z. i5 zz 0. -LU U 0 LO CL 'n _J W 0 U 0 LU 04 0 z C:) V_ LzH 0 In r4 Lr) i� LLJ -,� 0 < cl� LU < 000W 0 < U 5 W z 25 ce �_ 9 Z z CL 7 C, 0 Z - z z UJ in D 0 Lu Q z 0 P W U-11 < < 8 > 0 LU X �- = 2 > 9 0 LU 0 U_ z ON W 20: �D > r J Cy , � W Ln z 0 411- _J _J LU LU < z UJI > 0 Z z 1­4 _J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. I SN 1 111 u I F-1 I I V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c (1) LAYER TYPE II (#30) @ 6" MAX FROM END OF 2 x PLATE _ UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 Q PITCH >4:12 CHAIRS (TYP.) WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II D ° (#15 OR #30) UNDERLAYMENT ° FOR ROOF PITCH 4:12 ORN-:, ° LESS. T II T1I—III I I = I =_' 9 FOR UNDERLAYMENTREQUIREMENTS SEE R905. PRE ENGINEERED WOODTRUSS @ 24" O.C. U.N.O. = =1( I - I12 HURRICANE ANCHOR @EACH I I-�I I= I -I I !=I I I I VI (�'P') VARIES TRUSS (SEE UPLIFT SCHED.) W/ sit � - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1`-0" S3 ELEV. VARIES - INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. EE SOFFIT SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STU CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.0 INSULATION PER BLOCK W/ 1#5 CONT. 1"x P.T. CHART ON FLOOR FILLED SOLID W/GROUT #5VERT PLAN SEE CC/S3 OR 0am4 1x2 P.T. HORIZONTAL 8" C.M.U. TYPICAL G/S3 FOR ANCHOR NAILER BOLT INFO. 5/8'x6' 0. STD. 90-HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 2 x' 6" TYPE "S" MORTAR WALL SEE GG/S3) (6) 1/4"x *USP SPT22 TYP. SPACE ARCHITECTURAL 2x P.T. FINISH ASSUM 1x2 PT WD FURRING @ 24" O.C. il n GRADE 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL U.N.O. CELLS (SEE FOOTING MONO SHOWN D p P FOUNDATION PLAN FOR CLARITY 1x4 P.T. BASE NAILER FOR LOCATIONS) 4"x4" INSPECTION NOTE: 31/4" BASEBOARD PORT AT EACH ) I I I II II I III *FOR BEARING WALL FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ - M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR( - MUNICIPALITY. CURB DUE TO SLOPE -I (=III-III=I I 1=III=III ( - —i i —t 1—III-1 1 1-1 1 ,— — CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION - , W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -0 BELOW GRADE � • 3 SLAB INFORMATION. EXA rI'00 Cl) _ �I—il�—I r L II Z 6x6W1.4xW1.4 D _ _ O0 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ _ 1 ,r - I I - Z min.) 4" BARRIER D , p 4 • • r " ° a GRADE COMP. SOIL. A. - O0 (COMPACTED TO 95% - I MODIFIED PROCTOR III I 111=1 I III ASTM D1557) ��T I (( I I l--I ( I I I EN;FNC 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP, 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" =1'-0" S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO 5/8"OR 1/2" HIGH STRENGTH `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� �-TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %- GYP. TYPE "X" @ W12-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. 1/2" CDX PLYWOOD OR 7116" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/811° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: i!2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR 2„ x6W1.4xW1.4 @24"O.C.) 211 /6x6Wl.4xWl.4 ° o A.F.F. @ 24 O.C.) WWF OR FIBERMESH WWF OR FIBERMESH 1/2" MIN 1/2"MIN a �3 �3 ° ° ' ELEV.-0'-31l2� �_.�..�— • . . a ° ,° A.F.F. O � ° ° a 4 2x4 CONT. a b ' pp�,, ° O , ,• . ° ' •111= �I I'' 3 1/2"{min.)- 4" o ° . ° I I-'� 1/2"(min.)- 411 — "III �— � °_ a N 31/2"(min. - 4" �_�� ° _ I 1 I��, I- 31/2"(min.) - 4" =1(=1 I I • - I �� 1(- GARAGE DEPTH VARIES - I I _ - a _ a g. ' I— 1— ICI 11— I I— l 4" 1'-4" 8" (2} #5 CONT. I - 2 # CONTI T_=. 411 l l ,4I,1 lilt" 811 U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP @ SHEARWALL C TYPICAL BEARING WALL @ STEP rcC SCALE: 3i4 -1-0" S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-011 S3 GGN(\C�VGJs�� OS�GURE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QGS-��E NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. D SHEAR WALL REQUIRES 2x BLOCKING SEAMS. �a �N�M� vs @ 0*• 11I G {(1) ROW 2x BLOCKING @MID HGT. 2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C / FOR WALL HGT. s 8'-6". (2) THIRD POINTS NOTE: ROWS 2x BLOCKING @ 3rd PTS STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". T. IN FILLED CELL 7/8X1116" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB {MIN.) @GARAGE METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"- EXPANSION BOLT @24 " O.C. C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT MIN. SHEAR EPDXY BOLT OR SP SPT22 @ EA. STUD ( MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) s 31/4" TAPCONS 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP SPACE ANCHOR •E 6 x 6 W1.4 x W1.4 WWF OR ] #5 REINFORCING D EVENLY BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M PER MANUF, w D ED FINISHED #3 OR #4 REINFORCING BAR U N .a ° D " #3 8t #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a. a. ° D, r ' D [GRADE 60 MIN. Fy= 60ksi] _! i- I I I I '' • p I I � z ° D FINISH GRADE 25" MIN. LAP [30" MIN. LAP] I ��--— _ °O Uj 6 MIL VAPOR BARRIER =I I I I D ° I -I I=I I - _ -00 R 1 7/8" #5 REINFORCING BARjL-LTI- 11- 04 z —' zHE r #5 LAP SPLICE (2) #5 CONT. 1 ON 3" CHAIRS III= -Ill- - COMP. SOIL. (COMPACTED TO I D ° I -� (- III 36"MIN. LAP [36" MIN. LAP] (TYP.) 8" 1141 811 III=1 95% MODIFIED PROCTOR ASTMI=� 11=1�I- I ICI I 1 10" -,III D 1557) - 11�'rr T�r�rr�rrr-�11 (� 111-1 -I 411 1,�11 #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rFN"`l WALL W/ UPLIFT rG CJ"3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N •C 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN AT 24" O.C. MAX. FOR TRUSS a SEE PLAN FOR CONNECTION INFO _ 1 I r Tt- TOP OF BEAM . % & LAYOUT DESIGN - .-. ° • o .• a: a • • . •-�- I; w/ OPT. SEE ROOF PLAN r° E I j-III ° LOSURE -� FOR STRUCTURAL 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 d r r ' co —J . p'•' I :1_IL1—I I 1=11T „ `A��; • •• ` � I 1=I �I 1= � I � � M '—' I I ,I I ' 1—I�I ' • .. 'A' •` . I � _I I 4n i.. 1 I e00 ll� �' • — r ��II—I1=II a 4�iI - LT�1 •.�• +�..•�.� II III �1�1LI .'.e•'+.'•::•. _�. SEE A/S3 OR J/S6 - _� I —� , SEE A/S3 OR J/S6 WIT111 h� I'll FOR REINF. INFO. 1' „ 1 T R 3" MIN' CLEARANCE P FOR REINF. INFO. 3" MIN. CLEARANCE _ (S 0 / 8 (1 STORY w/ DEPRESSED SLAB OPT.) 1-4 (1 ST RY) 1' 8" (2 STOR V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Oh ,-011 J CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. a.. a. -31 -♦_ All 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 1 ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB 6x6W1.4xW1.4 N ' WWF OR FIBERMESH M ILI M 6 MIL VAPOR BARRIER I I -III-III _I I11111 11111 111 I'' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" ��S3 BEAM SIZE & r I I a ,° �T CONNECTION INFO - I 2x4 #2 SYP P.T. FRAMING w! SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING FOR REINF. INFO. OPTION #1 Z ATTACHED PER NAILING w SCHEDULE SEE TYP. WALL SECTION FOR ADDITIONAL w SLAB INFORMATION. w w SLAB STEP & RECESS S.G.D. M o SCALE: 3/4"=V-0" S3 SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND Ill 1/4"x3" TAPCONS AT 8" PAD FOOTING O.C. 8" MASONRY WALL -, EXTEND FILL CELLS c TRIM PER PLAN TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. T ' `t SQUARE CMU BLOCK BASE, M z 00 —g GRADE o SIZE VARIES PER PLAN M w/ MIN. (2) #5 VERTICALS 0 a • I III—III III I FILLED SOLID _w - - w w BRICK PAVERS or SLAB PER nw o O o z I I = ! a • a COMMUNITY SPECS i 1, l l l I I l 11 I I — BEYOND i it 1111411—III=I (SEE SCHEDULE) EE FOUNDATION FOOTING WIDTH ONC PAD INFO. \� SCHEDULE \ \ \ - --------- TAPERED COLUMN FRAMING jCr ' PATIO COLUMNDETAIL U) CM O Q z a--� LU LiJ 0 w OEC ~ L� OO Lu F- o U (M M C ltI M O O N poll 2 4) C) m s LL +.. aD in a ~ Qo � i ¢ d A ' B D. NC.B D C 'W ,r .fix �a 0, VA Rey N� M �,.K IV)`W °o'Z A O NE5c ff S 1•`O +z f1>F U ''�/�3lllt���a ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings a Florida Building w comply g P Y with the g 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. >t O N z O a) N MO >(j M Q U-) � Ln a Cn V Q C LL Ln CL 0--s Z Ce O. ,M-i 0�0 Q E Z W J d' oZ [u U. 0 Z (A a w co Z Z E W vF- na Z U Z>-QOa U�d 2�ZtuFZ L'gLuUj a U 0 u7 8 = OR W N O t-0z0 O Ln N Ln • • J W d� O Lu QOZ�GW E0z zQ Z zaXQzz LU ", 0 N W WL-L- 6 > � �r„/ o w U.Z 1- 2 LL�O U. Q QO^ }' N NozQ 0 d' <W aQ�� z oN LL g z 0 0- PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION -----2x DEAD WOOD @ MID POINT w/ (3) 12d ___j_ TONEAILS SPACED DOUBLE 2x TOP 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) 1 Od @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. 12 TYPICAL WALL SECTION (TY SEE ELEV. ----.,-SEE 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 TRUSSABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER - 1. -I! STUD W1 (3) 10d NP 'ILS S CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4- O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT /ir 8"X8"Xl 6" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ 90A STD. HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL KIS4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEEPLAN FOR FOO TING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT 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 (*A SCALE: N.T.S. � �4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK-OUT--- 5 NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1 FOR CONCRETE PLACEMENT . . �, !v STD. 9CHOOK 8" 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTI CAL SEE FDN. PLAN FOR LOCATION 11 -------- :71E - t, NOTES: 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO V-0- IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 411 /—FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL --- MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE G S4 \ _j Uj N\ > 0 FORM CREATES CONCRETE RECESS TO FOR WATER SHED. RECEIVE GARAGE DOOR AND TO ALLOW 2X4 (NOM.) J KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL 8x8x16 C.M.U. N§111' GARAGE DOOR------_ GARAGE DOOR ROLLER CONNECTION ASSEMBLY Y GARAGEFLOOR .......... ....... TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET \ GARAGE DOOR TRACK 'BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR TO BE 2"ABOVE FINISHED BLOCK WALL. RECESSED SPACE GARAGE FLOOR. FOR GARAGE DOOR AND WATER SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8,, 8" 7 5/8" 8" 7 5/8,, 8" -SOLIDAREASARE STEEL AND GROUT 11 11 INTERIOR - WALL F1 �_�] GL DOOR OPENING DOOR OPENING EXTERIOR WALL 1 ST 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. MASONRYLAYOUT D� SCALE: N.T.S. VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --Ct 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) RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EBLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL 4 4 < DOORSTOP 4 W 4 MOLDING 4 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T.. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE—-, EQUAL@ 12" O.C. STAGGERED FROM BOT. SEE AIS3 FO R PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE 4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON- BEARING WOOD FRAME WALL J� TYPICAL GARAGE DOOR BUCK �K S SCALE: N.T. . SCALE: N.T.S. 2x CRIPPLES @ 16' O.C. W/ (2) 12d TOENAILS T/B USP SPT4 W/ (6) 1 Od X 1 Y2" @ 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 JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END V-4- (1) (2) (1) (2) (1) USP LSTA30 4'- 9- 1 (2) (3) 1 (2) 1 (2) (1) USP LSTA301 (3) (4) (2) (4) (2) USP LSTA301 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"A 0" OR GREATER HEADER ( 1 � \—(2) 2X HEADER SEE PLAN �S4 \—INTERIOR HEADER %%-..00 (1) 2x SILL PLATE W/ (2) BOX HEADER 12d TOENAILS. ONLY EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '-2X STUDS TYP. /,--USP HTT16 TYP. U.N.O. SEE N/, HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. -USP SPT4 SPT24] lisp 2X STUDS @ 24" O.C. A A 1 V L5!,,8 x10" "J" BOLT 2 4'� 20. PC� M A X. MIN P R BOTZIM PLATE ECTION /-21 \-USP S�T4 TRANSOM FRAMING SEE SECTION AA/Sl AND BB/Sl FOR ADDITIONAL DETAILS LINTEL 4' ' , P.T. ATE USP SPT SEE TYPICAL WALL SECTION 12 (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. -CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING C O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS I �5 USP HTA20 @ EA. STUD " " ""It �� - I - LMAIN 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-` H I W/ STD. 900 HOOK IN K.O. BLOCK _.MT]n_ — v 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/ 0 2) 16d NAILS OP SPLICE 2 ROWS 1 Od @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 4,9, SPLICE STAGGERED T 2R NA % SPI 9*4 1 Od @ 8" O/C ATTACH ALL -j EXTERIOR STUDS W1 Y816d TOENAILS TO P PLATE NOTE: PLIC PLATE LENGTHS MUST BE BOTTOM S AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. F= 2240 LBS � �4 USP Uor or 1 SPT241 [7or or if SP SPT22 7. * : 'x 10( ST CD RAN F NG RAM TRANSOM FRAMING S 0 /Sl SEE SECTION AA/Sl B/ AND BB/Sl FOR ADDITIONAL DETAILS DITIO L T ILS RECESS LINTEL \-NAILED INTO TRANSOM FRAMING SPSP . 2X8 P.T. BOTTOM P TE I r USP -NAILED INTO TRANSOM FRAMING USP_ SPT22 SP SPT4 2X8 P.T. BOTTOM PLATE I I UU 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) C \-5/8"xl 0" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SPT4 " SCALE: N.T.S. 2X TOP PLATE OVERLAPPING 1 NAILS @ 6" NGGERED �OLTS @ 24" O.C. kX 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"X1 0" J-BOLTS - MASONRY WALL 1 Od NAILS @ 4 NAILS @ 6" O.C. 10d STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. PLYWOOD SHEATHING -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD L USP SPT4 :—PLYWOOD SHEATHING MASONRY -- WALL BELOW o_�-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 _ ____jt/R SCALE: N.T.S. (D z 0 z < V) CD Q) LU UJI 0 -a)- Lh L/) E 0 W 0 C0 �2 0 fn l'- cli C) LU E 8 0 co cc M 0 'r— 04 amp U_ 00 .00 0 < 0 co CL 0 U) CL < 6 A 8 D. N-G-B-D-C ­' ' %11111 01 cc 42 C141 W,a. _ Cox z Ll 16 00 .3 0, 4. a- z 01,pp. in ivt < co C-4 ft 9 F L km4(/ . .. .... To the bes o within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) CD z r*4 0 I-q :!Lj C:) ko CD > CD N M Ln tn kn (V Ln L_ LL z M j 0-00 E z C:) WLu _j C:) ko mi z U u_ zi uj z z a- LU x U 8 �N, 0 0 z >_ 4 U l­- zz uz, 0 z �2 5 wo W_� US 3: 80 0 C14 C) a. 0 z @ z Uj C:) Ln C14 Ln :1 LU g� 0 < 3: g 0 cee---s < < ZO C2 _j ET 2 Z z 0. 5 LFL z J �Z- w cyr� 0 LOU (V > LU _j r �->J82 T..j 0 Z!�! < 20: CO3 0 RE: (n L 6z� -J& 0 C:) _j < 0- c:) (%4 LL z Uj > 0 Z z SCALE AS NOTED PLOT DATE: 12/7/2012 TECH: FLORES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. S4 Z� 11LA N I al i lk�hd, uh1T&NUffFi_DF3kFLWPL i'dAM161,9416 M L 1 11 1 1 1 1 _l_F __ T_T__ I I _F_1.___ 11F_ USP HGAM10 W/ (4 1/4"A-3/4" WEDGE BOLTS & (4) SDS 11 x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORDOR BLOCKING F FIRST FOUR ROWSOF TRUSSES @ , R EDGES OF 2x4 CROSS BRACE SHEATHING APPROX. 8" FROM 48" O.C. EACH JOINT W/ (3) 10d TYPICAL @ RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2) 16d NAILS SEE STRUCTURAL NOTES AND BACKNAILW/(2)16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR " O.C. USP RT1 6 OR EQUAL @ @ 24 SHEATHING DETAIL 7 EA. OUTLOOKER 2"x4" .4 UTLOOKER f 45' t 24" MAX. 45':, TOP CORD BLOCKING 451± 4( 2X4 CONT"L" BRACE - \-USP RT16 OR FOR FIRST FOUR �Sj FASTENED W/ (2) 1 Od F EQUAL @ EA. ROWS OF TRUSSES @ 3 3"@ 24" O/C. CMID OUTLOOKER EDGES OF HEIGHT /-"L" BRACE TO EXTEND X4 KI KERN SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 1" BRACE TO EXTEND @ LEAST 90% OF AT LEAST 90% OF WEB @ 8,_OF O/C. 2x4 CROSS BRACE @ 8'-0.' O/C. WEB LENGTH & NOTCH @ LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PL YWOODOR EACHJOINTW/(2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ KN, Z* FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUMWALLBOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 1 OdX3' @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 7/16" OSB SHEATHING 6- 1 THROUGH CHORD CORD ATTACHED W1 (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" 2w,r ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C SPACED WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD @ 48" O.C. INSTALLED PER MANUF. 2"X6" P.T. SILL NOTCH "U'BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 611 FROM USP HTA20 OR EQ. @ V-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-1 0dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" NOTE: IF EMBEDDED TAPCONS, STRAP MISSED VERTICAL WEB; USE SECTION SECTION r2 SCALE: N.T.S. MSTAM36 ON OUTSIDE SCALE: N.T.S. � �5 REFER TO DETAIL J -71 N SEE STRUCTURAL — ON SHEET S5 FOR Cn x X-BRACING, AND TOP NOTES AND NAILING CHORD BLOCKING z SCHEDULE FOR ;o 00 SHEATHING DETAIL INFORMATION 2"x4"CROSS BRACE WOOD TRUSSES 00 00 APPROX. 8" FROM RIDGE FASTENED AT 2A RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSSSPANS ATTACHED W/ 2 -16d 2X4 PANEL BLOCKING AT EA. TRUSS JOINT @ 48" O/C FOR THE (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 FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2X4 BLOCKING @ 24" TRUSSES FROM EA. O/C W/ 2 - 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 1/2') OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES W/ (2) 16-d TOENAILS 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) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. 9 — 1, t, COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARIN LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r8 ADDITIONAL INFORMATION. 1INIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT im vwwww i wiv, w, 2" 4" MIN. SEE MIS5 CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 2"X4" OUTLOOKER @ 24" O.C. W/ (2) 1 Od PER JOINT 1 Odx3" O/C TOENAIL-) 6" O/C W/ (2) 16d TYPICAL NAILS ALTERNATE NON —DROP GABLE END DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL-----\ NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SCHEDULEFOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) 1-1 SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ ODOUBL NOTES AND NAILING FOR FIRST FOUR ROWS 124" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL UBLE TOP PLATE 2"A" CROSS BRACE ROSS 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 7 2X6 FRAMED WALL - SEE NAILS @ EA. END LL SECTION FOR SPACING ///-Z 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 END TYP. TOP & I Tw� k (2) 16d NAILS BOTTOM ATTACHED I W/ (2) 16-d TOENAILS 2x4 PANEL BLOCKING @ 48"A 2x4 BLOCKING 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 1 Odx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION LL SCALE: N.T.S. \�5 BACKNAIL W/ (2) 16d NAILS 2x4 OUTLOOKER @ 24" O/C F TOPCORD BLOCKING FOR 8d @ 6"O/C - WOOD TRUSSES 1 DT I I I - USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24"MAX. EDGESOF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SAND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"A-3/4" - JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4'7 ON TOP OF PANEL­j LL!i L 2X4 BLOCKING W/ BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION SCALE: N.T.S. MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S 6" OVERLAP M S5 BRACE W/ 1 Od @ 4- O/C 3EE SCHEDULE FOR SIZE NND LOCATION) SCALE: 314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 16d NA L TOPCORD -17 BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. - OF TRUSSES @ OUTLOOKER EDGES OF SHEATHING TYP. BRACE TO EXTEND rl" AT LEAST 90% OF WEB LENGTH (SEE TABLE) ABLE 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 I I BLOCKING, FASTEN WITH 1 0dx3" @ 4" O/C SP HGA10 @ 36- O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION SCALE: N.T.S. 1,,,15� 2 x 4 BLOCKING W/(2) 1 Od TOE NAILS @ EACH END @ 24" O/C (TYP) \,-BRACING W/(3) 1 Od x 3" @ EACH CONN. @ 24" O/C _MOISTURE BARRIER ---BOND BEAM MASONRY WALL 7ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO "Ll' BRACE (1) 2"x4" (U.N.O.) H "L BRACE 2"4" (U.N.O.) "L" BRACE 24-1 0'01' - T-011 T-O" - 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD ENDJACK 1 V-101" MAX. Cr CORNERJACK UJI z Er 0 HIP FRAMING REFERENCE PLAN z LU 20'-0" MAX "X" BRACE SEE DET. JIS5 2x4BLOCKI:NG-,,,,,, ­2x4"T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 7fl LISS WEB GABLE TR DOUBLE 1" BRACING DETAIL SCALE: N.T.S. 2x4'7"BLOCKING 2x4 BLOCKING @ 48" O.C. --16d NAIL 1" BRACE ATTACHED — W1 1 Od NAILS @ 4" TYPICAL GABLE TRUSS WEB SINGLE 1" BRACING DETAIL/"" _6 - SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLETRUSS TRUSS VERTICAL (2) 2"x8" "U'BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX ONTINUOUS Borro� CHORD BRACING 2X4 MIN. d Uj — — — d LU 40 -1 9 9 W "K — =3 in z < 9 0 ;t - 9 d Uj C) L NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7'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 W/ DROP CEILING BRACING DETAIL TOP & 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) DROP CEILING FRAMING 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 LO Cf) LU U1 0 Q) C—n (D 4--d Uj rz 0 U UJI 0 0) E V) 17", L/) 0 In (AIM Mr 04 0 Cl) Uj 8 0 co 1 C', C 0 Elf 4i C"4 i; U- C-0 5, .0 4) 0) C, x 0 LO 0 < 0 A B Do N C* D C A / Z�; �oq CD 0 Pk z 94m, 20 E mi Lb... W WWI 9 - Lou. \ 0 4� 'E Elf 1.5"L8 LL � �, 4, L or"',nA, \-] TO the best ofthe Engi Wi belief, the structural p ns and IS 001, e within these drawings comply with the Florida Building er's sign C de5th Edition (2014) Residential. Engine ature ao nd sea[ is only for the structural engineering portions of t he drawing pages bearing Engineer's signature and seal. C) C:) Z C4 0 F-4 :Lj CD V) iD c) > CD z 0 N M Ln :2 CL tn L- V) (v .2 LA z <L- LL CL --s fn r-j 11:11� U CL 00 < E z § LU C:) Wz -i C) R z a- x 'un, S 0 >. z < 0 0 z z >- z< 80 02-: Dfc z z z �<- Zu � 2 1-.: In 0 z 0 0. Uj z w N C:) T-4 N I Ln r4 N in T­4 —j —j LU q < Z U 0 0 a� < a 2 2 W 1:2 tzn co 2 Z z 0. =0, �-: pce, , Ce zn Uj r� 2!�:5 ZO Uj �80 > 0 LU 0 U- z 2,( w- zo: 0 >7 -q =) < CY Fn z 0 C) —j LU C) LL z LU > 0 Z z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: IFFLORES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOORJAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. 811 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS _ FOR CONN. DETAILS 1 X 4 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING 3/16"0 X 3-112" LONG FURRING TAPCONS TAPCONS STAGGERED 2X8 A "' TAPCON. INTO STAGGERED @ 16" BLOCK@ SPACING „ O.C. 2-ROWS INTO 1X8 P.T. STAGGERED @ 16" O.C. 1X8 PER MANUFACTURE 1 DETAIL 2-ROWS INTO MASONRY THROUGH 1-1 /2'+ DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3++ DETAIL 3/16" x 3 -1/2" TAPCON @ 16" 1X4 P.T. O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16" 0 X 3" 2X8 P.T. LONG TAPCONS 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/411 DETAIL AR (TYP,) #5 REBAR (TYP) 3/4" PLYWOOD DECKING GLUED AND NAILED W18d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD ATTACHED WALL SHEATHING TO . BOTTOM PLATE W/ 8d D O4" O.C., 2 ROWS STAGGERED A D. 90° HOOK (TYP.) 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) FACE NAILS 10d @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL 100 +2A NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND JOIST & (4) 3/16"xl-3/4" WEDGE THE BOLTS INTO K.O. BLOCK ES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGFIL S SCALE: N.T.S. rc C FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3114" TAPCON (1 1/4" MIN. A -A =1890 #FOR 2 STRAPS FILL 1sc 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX y. SOLID W/GROUT n 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS 1„ 1�� U P RT1 M W/ 8 NA11 NAILS 6 x 2 S 6 & •' ARCH BLKG. & B {) ) a BUCK ( a BLOCK HEADER - TAPCONS IF TRUSSIS 2 PLY INSTALL USP TWM16 W/ 6 1/2 DRYWALL ( H ( ) - n 1 AI x 1 NAILS AND Od N LS 8d NAILS AT 8" O.C. AT BUCK -- 1i _ 2 x 8 45 DIAGONAL LEAVE A CUT OUT IN O.S.B.N THE (4) 4 X 14 WEDGE BOLTS [ (1) STRAP -1225 # , (4)10d NAILS INTO 2 STRAPS 2450# INSIDE TO ALLOW FOR INSULATION " ` () )) BRACE(S) 2 x 8 BRACE/BLKG. 7/16" OSB TO BE INSTALLED FOR OVERHANGS BE OVER 1 1/2" CUT HOLE IN O.S.B. FOR BOND BEAM OR CAST BUILT UP PLWD. BUCK ARCH PANEL CONTACT ENGINEER OF RECORD FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM FURTHER INSTRUCTIONS. SCRIBE {NOTCH) FACE OF ARCH W/ (3) 10d NAILS OVERHAN .• '' �� BACKSIDE TO FIT ARCH {4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL a CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WOW. SCREW ANCHO\_2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4"TO 11/2" 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 Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4"- NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD (2) 10d NAILS @ 8" O.C. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY .1rov TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3)1/4" X 3 1/2" TAPCONS AT 16" HqH SCALE: N.T.S. SS SEE + + O.C. 12 + + GTH PLYWOOD SHEATHING 1 -0„ 5 -0„ JACK TRUSS PROVIDED BY TRUSS COMPANY OR PLAN + + INISH FLO QI 2 x 8 BUCK - CONNECT TO BLOCK SECTION 2x6 #2 SYP @ 24 O.C. + + ° WITH 1/4" x 3 1/4" TAPCON (1 1/4"MIN. B-B BLOCKING AS ° : — ROOF SHEATHING ATTACHED + REQUIRED > EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT ° • ° >.. #5 BAR " /4 MAX 21-011 811 TRUSS + + SOFFIT °: '• n P ° BLOCK HEADER p s ° ; CENTERED W/ SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r • s s , °� IN TOP o EACH TRUSS _ , KNOCKOUT / N 8d NAILS @ 8" O.C. AT BUCK CHAIR BLK OC NAILS AT EA. E(ND10d PROVIDE 2x sue• MONO FOOTING =j b CONNECTOR PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. CONT. W/ (3) VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SIZE AND REINF. PER PLAN BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF JSCHED. .o ° • ° ° 2 x 8 VERT. BRACE(S) TRUSS COMPANY OR 2x4 CLEAN FILL INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT 6 Z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'4' MAX SEE PLAN ° STANDARD o PRECAST LINTEL °- SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN lit 90' HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%2' WOOD FOR OVER HANG FILLED CEL' L ' 8d NAILS START OF ARC ' �; r' ' �; ' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'41) _ . r .: Lo BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" r° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. �� "� ' •�� ' f ' ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ENTRY L SECTION @ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = l'-0" SS SCALE: 3/4" =1'-0" SS MONO TO STEMWALL FOOTING 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD 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 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE HOOKED DOWEL SEE SHEET D2 AND TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR DRILL 3/4"X6"MIN. HOLE 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 CAP TO PREVENT LEAKAGE ANCHOR HTT16 W/ {18) -16d NAILS TO BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #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 THREAD ROD EPDXIED W/ EXISTING BOND BEAM ( REINFORCING TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL COVER 61-0" 5" EMBEDMENT & 3" MIN. U) OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER F'F EDGE DISTANCE FILL CELL FULL HEIGHT W/ COURSE) EXPANSION STRIP �- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• p THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL w d A REINFORCING AS FOLLOWS: l .,•' • U 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. <' SEALANT * E: v z 5X6' EMBEDDED INTO PRESS PANEL REINFORCING INTO PLACE. * `.:-'' 6" MIN. LAP SPLICE W/ D I i— — 11- g EXISTING FOOTING 2-#5X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL �T I = Q SMOOTH. DO NO FURROW. '' . ` REINFORCING PANEL cn 04 FILLED CELL (• DRILL 3/4 X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. D > 6 MIN. LAP G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE c.i REMAIN FREE OF MORTAR. NOTE: "' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 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. o TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL (2) #5 REBAR. MIN. 3„ Of A SECTION WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY I) 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 rD SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SCALE: 3/4" =1'-0" K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3/4" =1'-0" SPEEDSFOR WIND UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. FILL SOLID BOTH CELLS #5 REB (TYP,) STD. 90 HOOK ti +5A NOTCH WEB AT FIRST 2 COURS C� LO zM 0 z� Q a. Z Qj cn C.� Q) cn w � p .0 Lu 0 (!i � ~ E co i� .0 20 U LU O �M C M co (�OaN — U wig=t— iv 0 O 0 L U_ c0 00 I,ipl, Om li mar; o 14 0 C lfl d CL A 1 B D®it, NC . B�" 11, l K N CN W. .r wm • Vi• rn;\ LLEo�M�, "p CJ N _ _ v= y S % E , To the best of the Engineer'4l�e,fgg� n, and belief, the structural plans and specs l��ti�ns contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I O O Z N 1� 053 M O M a�MLn d w Q ti Ln CLfa ce. CL CO QCO z c0 W d' J 0 WLL0 wZ`" Ul—a H tWjt O Oz}OaU zUQQ 2 � z Z I" Z W co, � �M U U=O�W �. �W zO a. W�w J O 3 r� Ln N Ln rl • J O zo8C2, C^\I Lu 0Lfm Z zBYEQzZ J g Q-Q O r' � Xac� > Qwgoa WSW 0 L Z a N O NoXLLz JoUj 0 o N �LU z .. .. U.j~ g z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. SS f CROSS BRACING DETAIL (TYP.)r i -� .., -1WU i IIxw- °°`V 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 ----i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w DIRECTION TYP. CB X TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 3 PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 0 TYP. TRUSS ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & - 2x8 BILKING. NAILED @ EACH A BOTTOM OR USP RT7 SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W18 - 8d REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d W/ (14) - 10d X 1 1/2" EACH , =?�101 EVERY 3rd RAFTER NNW • • • TRUSSSCREW EACH \\\\ • - USP O.C. S'� - L\ y --,, r BEVEL CUTS PRE-ENG. TRUSS (OPTIONAL) CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS 2x8 #2 SPF RIDGE BEAM 2x6 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 -WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2"=V-0" 0 L o CO d--� LU � n O 0 o0 �V) 4J LU F— U U d M C N 21 O O (ON N = LL 00 00 o ly 0 iv/ s i0 (on 4¢ o A a I D® N C B D C 'W *I, R w° • o°' SZ; Z ��rC2 Cq o • a We� M W Z" �Q f' LN° LLUJ a nF"SS fib\ o°�r/lrrlllla 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. z N 0 v r>-+(/)MO M Q (0 to a V)•�d- z Q U- a a 00 00 zc� z Wj a d' J 0 W LL 0 mz X wa' Ut-xN30 rZ}z< oZQE<U x z z z z �-.4W ce J av 8� as 8 in � o Ce 0z = W C) Ln N Ln i1 J J �y Y,C� WZW M2 O Q z <C 0(nm2 O �WI— 0zz0 �.. 0 �Uj a0CZ 0 W 06 ~~��a� a `^w VJ O LL z p p Q¢r—p�1 ,..� N z z 0Wa O V � O J 0- y W a< z .. U > O g W z C. U) SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: M]AMES VERSION NO. 3v06 JOB NO: 17-4138 SHEET NO. D1 ieaii ri�mw�me�eonair�rr��ii�ar'rlenirtlr�a �s�r���n�nem�elnn�eru������ � n! ��I�I ■ HEAD FLASHING TIE-IN INSTRUXTIONS: 1 . Cut, fold up & temporarily secure weatl barrier above header to allow for flashing THESE DETAILS ARE GENERIC AND installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier 3. Fold weather resistive barrier back over head BE USED. flashing and sea] with tape Scale: NTS SELF -ADHERED FLASHING FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NOI BOTTOI FLANG SELF -ADHERED FLASHING HALF ROUND WINDOW '" WEATHER 1E BARRIER & AIRILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN --- OVER RIM JOIST AND . UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOISTS UNDER DECKING ED FLASHING (SEE DETAIL WP07) E kSHING (D WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6", USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A 314"-l" BEAD OF CONSTR. ADHESIVE TO BE APPLIEC THRESHOLD OF DOOR AN UP JAMB 6". USE LIQUID N OR EQUAL WEATHER PRC SECTION -A (SEE DETAIL WPI SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST 0 R STALL SELF -ADHERED -ASHING JAMB & HEAD -ASHING, SEE -ANGED WINDOW �EE DETAIL WP01) =LF-ADHERED FLASHING, (TEND A MINIMUM 6" ERTICALLY FROM )TTOM OF IRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING I2 4 5 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0. 6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE TH IN Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 OWN SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST UIT Me OUTSIDE CORNER RT M1640 '9 0 0 0, Red, 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 ot he exterior wall finish or to the ater-resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more ofthe w 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 0.01 9-Inch (No. 26 GaIv. 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 wells 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. FBCR703.2 Detail Instructions Refer to the number marked as n each detail that corresponds to the numbered items in the list of instructions below: 0 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 N Cement Plaster in accordance with ASTMC926 over wood 2nd floor L Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC 1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTIVIC 1063 Building Paper 7/16" O.S.B. sheathing Starnpede 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 (D LO ce) 0 0 CD Z < 13 V) (D Q) (-/) a) 4-J W (Z U 0 W L/711 E (Z 0 4D FO E 0) co m� E: 4N 8 0* .20 _r 9i 0 LL 00 rn 0. C:, ,, 0 < 0 0, 9 CL < 8 D, B D C I VT�", 7D (0 U-> 13 00 - 's 14 - cJ_D6 C5 Z U I W 4W rg I-LL U, 0 r U. LU U Z 0 cl) 0) 0 co 60 44 � E0 = 0 im in . Z < . g WL Ul -V < 04 Cl) 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 sea[ is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. C:) 0 Z C�4 0 (U N 1-4 4-J C:) Ln - Z 0 4-J < V) 0- V) N Ln 0 (V - Ln L_ U_ CL Z Ce U, CL 00 < 1� . E Z�: Z C� WU.J _J C) 0 0� ce Z Lu U_ UJ Z a. 8 Z "0 0 n 0 Z < 0 Z Z 0 a. W Z < U Z Z P5 Z :,: ZU L. � � _L, U 0 Ln 840 j5eo 0 15 LU R 0 Z C:) V_ 0'. LU I Z Ce H 0 Lr) U) Lr) Lii ce ,,, o Z 6 C, a 0 0 0� -, 0 < Z I.- p;; 2 Z 5 "a Z Z CL LL 5 2-: 6 � . CY Z LU LU =) 00 L_ UJ 0 0 LD < < 0 V) 0 LL Z!k >7 U_ Z 0 Z < _J LU UJ < F- C) < Z UJ Z < 0 25 3: Z SCALE AS NOTED PLOT DATE 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-4138 SHEET NO. W P T-1 i 1 1, 1 1 1, 7_�TF A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 N L 2 USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report (D CL C Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis -0 CJ) (o cn V 0 0 •L - .L E to N � 2 C_ co O vJ Q ^' z _ fir• i_ 0 O L v, V I- o �- W a SHEE, PA. � - O L.L O � � CD E -4-0 a RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 W � 0 ICU THD410 FL17232.17 ESR-3445 MSTAM24 FL71473.19 SIM200802 m �/ rt ANCHORS Simpson Strong -Tie see chart PRODUCT APPROVAL SPECIFICATION SHEET 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 they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0l-50.0 psf Boral Tile Saxony 900 FL7849.13 - fL7849.16 N/A the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0%10.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WrndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindGode Doors W6 (8X7) FL15279.85 +38.0J-42.0 psf Clopay Building Products Residential WindCode Doors WB (76X7) FL15279.102 +37.0/-41.0 psf 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) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psi 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 Genera! 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. FL15272.7 - 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 151b Felt Undedayment 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 Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A 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 20D0 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 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 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 - FL163D.11 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, PSboxBLT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOXB Lintels FL11383.1 N/A 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 available to the inspector on the jobsite; 1}copy of the product approval, 2) the performance characteristics which the product was tested and certfied to comply with, 3) copy of APPLICANT SIGNATURE DATE 4F 0 Cn C6 N CD_ O I� Ri -�a�1�� Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation p g Page 1 of 1 �" VJ V -6--, U) W Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 =3 (U to U) Florida Department of Business & Professional Regulation Page 1 of 2 W U Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/92017 0 .� FL#15000-R2 Product Approval Application Detail it O FL#15225-R3 LL Code Entity or Date Date Date Pend ina Date Code Type YEW Manufacturer Entity o Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBCApproval Date Approved Status FL#15332-R3 Products Co p -1-- `'+- ICU M Type Versio Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status O '� Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07105/2015 08/19/2015 Approved Seq # Product Model, Number Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use Outside HVHZ Impact Resistant Desgn Pressure ,N E Q� O L Category: Exterior Doors g ry: 419 298-1740 Management Inst lute (813) 767-6555 ( ) Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 or L Ci7 }� SubCategory: Swinging Exterior Door Assemblies g rickw@rwbldgconsultants. Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31/2017 No Yes No N/A 0 c Q Compliance Method: Evaluation Report from a com XO, XX 96&quot;x96&quot; F '0 Fit U Compliance Method: Certification Mark or Listing com Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/31/2017 No Yes No N/A V FL#15225-R3 Products Professional Engineer 143&quot;x96&quot; 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12131/2017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 146&quot;x96&quot; Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 8 SERIES 4301440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 12/31/2017 No Yes No NIA 5 e. &quot;Srnooth-Star&quot; and &quotBenchmark by 618 and 810 Opaque and Glazed Fiberglass Door with 12131/2021 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 143&quot;x80&quot; 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 4301440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A 6 f. &quot;Premium Series&quot;, &quot;Construction 618 and 8/0 Opaque and Glazed Steel Door with 12/3112021 No Yes No N/A 1 a. &quot Fiber-Classic&quota or &quof Smooth-Star&quota 68#39;8 &quot;Non-Impact&quota Opaque Fiberglass 12/3112018 Yes Yes No N/A XXX 143&quot;x96&quota Series&quot; and &quot;Benchmark byTherma-Tru&quota Transom. With and WthoutSidelites. Inswing and Door with &am Wthout Sidelite s Outswing p; - g OX with Transoms Outswing orXO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1192017 Florida Department of Business & Professional Regulation Page 1 of 2 Product Approval Application Detail Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation Page 1 of 1 FL#15279-R4 Building Codes and Standards 1/102017 Product Approval Application Detail Code Entity o Date Date Date Pending Date Product Approval Application Detail jyge Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status 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 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved atus Category: Exterior Doors SubCategory: Sectional Exterior Door Assemblies (513) 770-6062Inc. (513) 519-6566 mwesterfield@clopay.com Code Type Versio Manufacturer Enti or Contact Eno ineer & License Validated By Da a Date Validated Submitted Date Pendina FBC Approval Date Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Compliance Method: Certification Mark or Listing 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07/21/2015 07/21/2015 07/27l2015 Approved Category: Windows SubCategory: Single Hung 365-3300 PE-82514 (717) 317-8454 bsitinger@mMd.com bsitiinger@miwrci.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, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#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 426, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, 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 ED5S, ED5SV 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Lowered single and pairs of 12/31/2017 Yes Yes Yes NIA 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 NIA 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (97' to 16'0" 05/21/2028 No Yes No +30 PSF/-30 2 M, CM, and G Series Frames Three sided and four sided single and pairs of 12131/2017 Yes Yes Yes N/A 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 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 NIA GD5SV, GR5S, GR55V, AR5S, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON IMPACT 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 SERIES GA 195 ALUMINUM TWIN SH NI 12/31/2017 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 (92' to 162" 05/21/2028 No Yes No +37 PSF/-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174; W6 Garage Door PSF CU Florida Department of Business & Professional Regulation Page of Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1192017 ■ Product Approval Application Detail FL#15278-R4 Product Approval Application Detail FL#15288-RZ Code Entity or Date Date Date Pending Dag Code Entity o Date Date Date Pend Ina Die Type Versio manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 Type Versio Manufacturer Contact Enaineer & 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 Sitiin er Luis Roberto Lomas Steven M. Urich, PE 9 04/30l2015 04/30/2015 05l10l2015 Approved pp Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Code Type Versio Manufacturer Entity or _E.y_ o to t Enaineer& License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Category: Windows 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed Compliance Method: Evaluation Report from a bsitlinger@mnvd.com Revision 2014 MI Windows and Doors Brent Sitiinger Luis Roberto Lomas Steven M. Urich, PE 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved ■ SubCategory: Horizontal Slider sitli bsitinger@m�oM.com Florida Registered Architect or a Licensed Florida Category: Windows 365.3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a Engineer SubCategory: Mullions bsibinger@mkvd.com bsitlinger@m wd.com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Report from 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 Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date HVHZ Outside HVHZ Resistant Pressure FL#15333-R2 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date of HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PIV NI 96X48 FIN 12/31/2017 No Yes No N/A 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31J2017 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 Impact Desion FLANGE Sea u 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 12/31/2017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12131/2017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/31/2017 No Yes Yes N/A 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER 72X54 SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131f2017 No Yes No N/A 8 FLANGE SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12131/2017 PW NI 72X72 FIN No Yes No N/A .�� SLIDER 108X48 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/31/2017 No Yes No NIA CIO 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER V O cu O L CL fJ U O �1�,■J L 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 C Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (n CIO FL#13192-R4 FL#15272-R1 Ft_#5444-R70 M �•a Code Type Versio Manufacturer Entityor Contact Engineer & License Validated By Date Date Validated Submitted Date Pendina FBC Approval Date Approved Status Code Type Versio Manufacturer Entityor Contact Enaineer & License Validated By ate Date Validated Submitted Date Pendina FBC Aoproyal Date Aporoved Status Code TVDe Versio Manufacturer Entityor Contact Engineer & 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. 08/26/2015 08/1712015 09107/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 1 04/ 5/2015 Approved pp Revision 2014 e CertainTeed Corporation -Roofing p g Mark Harper Robert Nieminen John W. Knezevich PE 12/14/2016 12108/201.6 12/15/2016 Pending FBC Approval g pp 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) 651-6847 PE-59166 (954) 772-6224 SubCategory: Siding pingsheng.zhu@jameshar Subcategory: Soffits nthompson@alside.com SubCategory: Asphalt Shingles mark.d.harner@saint-gob Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a Compliance Method: Evaluation Reportfrom a ain.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida L� Professional Engineer Professional Engineer Professional Engineer CIO FL#13192-R4 Products FL#15272-RI Products FL#5444-R10 Products Lij Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use HVHZ Impact Design Pressure Quality Assurance Approved for Use for Use Impact Desi 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 Resistant Approved n 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot;2T&quota Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No NIA 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. &quot;Alliance T4&quot, Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No N/A 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 J architectural asphalt roof shingles Z Q J d SHEET N0. PA 1.1 -it C1� L to C6 N }, >O� � N L L C)— O Florida Department of Business & Professional Regulation Page 1 of Q O L Building Codes and Standards 1/9/2017 (Tf Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 +� -� W Building Codes and Standards 1/9i1017 Building Codes and Standards 2/6n017 Product Approval Application Detail 0 CU Product Approval Application Detail Product Approval Application Detail FL#5219-R3 � O -� FL#12328-R7 Products Code Entity or Date Date Date Pending Date Q Q = Quality Assurance Approved for Use Approved for Use Impact Design FL#21675-RO TvDe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved StatusO Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Reslstam Pressure Code Entity or Date Date Date Pending Date Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/0112015 04/29/2015 05/10/2015 06/23/2015 Approved -1--� co 6 No. 15 UL Asphalt saturated organic felt01l07/2019 No Yes N/A N/A Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval ADuroved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 O CU > New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, IntertekTesting Services 02J01/2017 01/25/2017 02/0312017 Subcategory: Roofing Accessories that are an Part the Roofing flvalidation@yahoo.com O —0 Integral of System -- 0 Approved Compliance Method: Evaluation Report from a (3) L Q Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida (n O u Search Criteria Subcategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer Q Compliance Method: Evaluation Report from a m FL#5219-R3 Products -� V) Q Code Version: 2014 FL # 12328 Product Evaluation Entity Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Design Category: 9 n!: ALL Subcategory: ALL 9 ry� Se # �_ Product Model. Number or Name Product Description Contract Expiration Date m HVHZ � Outside HVHZ Resistant Pressure 5 Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quot;Flat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No WA 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 Pr ssure 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- &quot;Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/3l/2019 No Yes No NIA Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile&quot; 8&#39, or 10&#39,, Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 1 1 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12131/2019 No Yes No N/A for Shingles&quot; 88#39;, or 10&#39; Wide Off Ridge Vent Attached tb Wood Deck Florida Department of Business & Professional Regulation Page 1 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 Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Building Codes and Standards 1/10/2017 Product Approval Application Detail Product Approval Application Detail FL#17202-RI FL#2075-R7 Code Entity or Date Date Date Pending Date FL#16588-R1 mi Code Entity or Date Date Date Pending Date TvDe Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status Tvpe Versio Manufacturer Con Contact Engineer&License Validated Validated Submitted FBC Approval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved Code Entityr Date Date Date Pending Q� Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Tvpe Versio Manufacture Contact Engineer&License Validated By Validated Submitted FBCADproval Approved Status SubCategory: Roofing Accessories that are an acarter@lomanco.com Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/1712015 06/25/2015 Approved Category: Roofing g ry: g SubCategory: Roofing Accessories that are an (904) 783-8400 (786) 315-2590 clark@flamoo.com Integral Part of the RoofingCategory: System 9 ry: Roofing (707) 872-3620 (305) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Report from a Subcategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R1 Products FL#16588-R1 Products Quality Assurance Approved for Use Approved for Use Impact sin Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number Name Quality Assurance Product Approved for Use Approved for Use Impact at Im Design _— Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pr s ur Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 or RV10 Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 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 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N1A Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 0711012019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Paget of Building Codes and Standards 119/2017 Q Product Approval Application Detail FL#1507"3 Florida Department of Business & Professional Regulation Pagel of 3 Building Codes and Standards 1192017 Code Entity or Date Date Date Pending Date Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC ADDroval Approved Status O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 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 1/9/2017 ■ Subcategory: Storm Panels tim.robinson@gppent.com +� FL#7849-R8 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pending Date Professional Engineer co Type Versio Manufacturer Contact Eno ineer&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 g ry: g (602 269-2288 ) (205} 854-0160 Quality Assurance Approved for Use Approved for Use Impact Design Code Ent' or _!�C_ Date a Date Pending e Subcategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure TvDe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels,MVHZ Corrugated Galvanized Steel Storm Panels retained 1261/2017 Yes Yes Yes NIA Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24l2015 05103/2015 06/23J2015 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 PaneWNHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A 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 Desi n Florida Registered Architect or a Licensed Florida Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 -Shake, Slate &amp; Split Shake Flat Profile -Stockton 12/31/2018 No Yes N/A N/A Code Entity or — a Date Date Pending � �-- Date FL#15088-R7 Products 14 Saxony 900 - Country Slate, Shake &amp; Slate Flay Profile - Henderson 12/31/2018 No Yes N/A N/A Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales 12/31/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated Seg # Product Model. Number or Name Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/3112018 No Yes N/A N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. 24 Shake, Slate, Country Slate Villa 900 Medium Profile - Lake Wales 12/3112018 No Yes N/A N/A Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida }� 25 Villa 900 Medium Profile - Denver 12/31/2018 No Yes N/A N/A Professional Engineer (n ^' W 26 Villa 900 Medium Profile - Stockton 12/3112018 No Yes N/A N/A FL.#15076-R4 Products _c_— Quality Assurance Approved for Use Approved for Use Impact Design Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure V J 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. O 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12131/2017 or not by tracks to provide hurricane protection. No Yes Yes WA O L (D CU Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9/2017 -6--1 L_ Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 0— Product Approval Application Detail Cn Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 W FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (n Code Entity o Date ate Date Pending Date ICU Tvpe Versio Manufacturer ContactEngineer & License Validated By Validated SubmittedFBCADproval roved Status FL#17869-RO FL.#1999-R5 Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06122/2015 Approved Category: Shutters SubCategory: Storm Panels (954) 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Code TvDe Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Date Pending Validated Submitted FBC Approval Date Approved a s Code JyI)e Versio Manufacture Entity or Contact Engineer & License Validated By Date Date Validated u mi a Date Pendina FBC Approval Date Approved Status Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918.6473 (407) 681.1917 Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutte SubCategory: Truss Plates sleWs@alpineitw.com FL#12856-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 ICU Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 0.050&quota Aluminum Storm Panel 0.050&quota Aluminum Storm Panel with Optional 12131/2018 No Yes Yes N/A FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design W Clear Panels Quality Assurance Approved for Use Approved for Use Impact Design Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure el, 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 Q (0.018&quot;&quoQ Steel, 0.022&quot; Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/31/2020 Yes Yes NIA N/A and Non -Pert) Clear Polycarb (Full and HaI0 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Z 3 24ga Steel Storm Panel 24ga (0.0232&quot;) Steel Storm Panel with Optional 1213112018 No Yes Yes +100/-100 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Clear Panels Z 4 Aluminum Hinged Storm Panel .050&quot; Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Panel J d SHEET N0, PA 1.2 �-__i _ ss '11.. CU Cl) Ca > U N CD_ O O 0- O >` C M ��1�� Florida Department of Business &Professional Regulation Page 1 of 1 Florida Department of Business &Professional Regulation Page 1 of 1 •� �1) �+ Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 Florida Department of Business &Professional Regulation Page i of 1 = � � M 'U) Building Codes and Standards 1/sno17 (1) � 0 Product Approval Application Detail Product Approval Application Detail � C O O � Product Approval Application Detail L L Q FL#2197•R5 FL#1644-R4 = O LL FL#1645-R4 co O � M Code Entity or Date ate Date Pendina Date Code Versio Entityor Date Date Date Pending Date 4_ CU Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Code Entity or Date Date Date Pend Ina Date 0 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 RobertTaylor 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 2)C 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 05/0612015 06/02/2015 Approved L SubCategory: Truss Plates dwert@mii.com (205) 599-9800 Subcategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 Category: Structural Components (541) 826-0200 Wood Association Cn O (B Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 -C (a A-5 Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a Q FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity FL#1645-R4 Products 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 S- # 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 12/31l2017 Yes Yes N/A NIA 1 Versa -Lam Laminated Veneer Lumber 01/01/2035 No Yes NIA 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 01/01/2035 No Yes NIA NIA 3 MT18HS 18 ga. high strength truss connector plate 12131/2017 Yes Yes NIA N/A 4 MT20 20 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 5 MT20HS 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 FL#8527•R6 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Building Codes and Standards 1/9/2017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05112/2015 07/30/2015 Approved FL#158-R7 LU Category: Structural Components (253) 924-4084 (608) 839-1344 Product Approval Application Detail SubCategory: Engineered Lumber jim.anderson2@weyerhae Code Entity or fete Date Date Pendina Date Compliance Method: Evaluation Report from a user -corn 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 02l24/2015 03/18/2015 Approved FL#1630-R8 Category: Structural Components (813) 621-4641 (786) 315-2590 Code Entity or Date Date Date Pendina Date FL#6527-R6 Products SubCategory: Products Introduced as a Result of cparrino@castcrete.com TYpee 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.ea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pr ssure Compliance Method: Certification Markor Listing Category: Structural Components (253) 924-4084 (608) 839-1344 1 il-evel Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes NIA N/A FL#158-R7 Products SubCategory: Engineered Lumber jim.anderson2@weyerhae 2 Microilam LVL board Rim Board Laminated Veneer Lumber 03/31l2017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Desi n Compliance Method: Evaluation Report from a user.com 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Product Evaluation Entity 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A NIA 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05121/2016 Yes Yes N/A NIA FL#1630-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#6527-R7 FL#158-R8 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVH Resistant Pressure Code Entity o Date Date Date Pendina Date Code Entity or Date Pilk Date Pendina Date 1 TJI 110 Prefabricated Wood 6joist 03/31/2017 No Yes N/A N/A Type Versio Manufacture Contact Engineer & License Validated By Validateg Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved t s 2 TJI 210 Prefabricated Wood I -joist 03/31/2017 No Yes NIA NIA 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 Perrino Miaml-Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved 3 TJI 230 Prefabricated Wood [-joist 03/31/2017 No Yes N/A NIA 4 TJI 360 Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Category: Structural Components g ry P 253 924-4084 } ( ) (608 839-1344 Category: p Cate o Structural Components (813) 621-4641 Q86 315-2590 ) 5 TJI 560 Prefabricated Wood 1-joist 03/31/2017 No Yes N/A NIA SubCategory: Engineered Lumber jim.anderson2@weyerhae Subcategory: Products Introduced as a Result of cparrino@castcrete.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 Sea # Product Model, Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure Sea # Product Model. Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A 1 I High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes NIA NIA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes NIA N/A ■ �� board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9r2017 Product Approval Application Detail Building Codes and Standards 1/9/2017 ■ Product Approval Application Detail Product Approval Application Detail FL#5450-R5Cz FL#1774-R4 Code Entity or Date Date Date Pendina Date FL#11383-R4 Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval roved Status Cz Coe —� Entity or t - Date Date Date Pending ate Q— Revision 2014 Powers Steel Inc. william powers Steven W. Schaub SAMUEL A. 03/2612015 03/23/2015 03/30/2015 06/23/2015 Approved Code T Versio vpe Manufacturer Entityor C ct Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval ate Approved St tus �— Type Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBCApprov I ^� Approved Status - �- Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, P.E, -�--- -L� _ ■ 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 Subcategory: Products Introduced as a Result of eg ry: bill @powerssteel.cgm (813) 645-0166 Revision 2014 Powers Steel Inc. william powers Steven Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved pp Category: Structural Components (813) 659-3707 PE-60122 Solutions New Technology Category: Structural Components (602) 437-1160 PE-6G509 GREENBERG, P.E, SubCategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a SubCategory: Products Introduced as a Result of bill@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 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design �S_ 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZOutside HVHZ i a 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 05125/2024 No Yes N/A N/A concrete masonry units, grout, and steel reinforcing 1 PowerBOXB Lintels Powers Steel Lintels are field assembled consisting 01l01/2017 No Yes N/A N/A bars.^ of preformed steel lintelscombinedacwith brick or concrete masonry units, grout, and steel reinforcing ` V J bars. ^ ` l) O ICU O S..L �J U O V Q VL W Q W z J z J IL SHEET NO. PA 1.3 , I nI , I I Ic,arirrn;r'. J i31-Ili I. it I , i J: i,l:':. I&.. - - -- II -- iI - i TFF II /: --� 1 . LZM,. - I f 37--- ��h4 t 4 ME]