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HomeMy WebLinkAbout6635 Paden Wheel StINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 EXTERIOR ELEVATIONS 3 ELECTRICAL PLAN 4 ROOF PLAN 5 FOUNDATION PLAN 6 ROOF FRAMING PLAN L1 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS _ — S4 DETAILS DETAILS S5 SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS` - ; = ' PA1.1 PA1.2 PRODUCT APPROVAL NUMBERS PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS M FF7 M M El o El o a --_ .I[ 17:1 - F-1 F-J Ll L7 F-7 F-1- F---1 [7 --- -- ABBREVIATIONS ALL WORK SHALL COMPLY WITH PREVAIUNG CODES FLOROA BUILDING NATIONAL ELECTRIC CODE,CODE, AND THE CITI AP ZEPHYRHILLS ORDINANCES x\ REVI OE��MYRH LS CITY OF gX��1� A.B. Anchor Bolt Abv. Above A/C Air -Conditioner Adj. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.C. Base Cabinet B.F. Bifoid Door Bk Sh Book Shelf Bm. Beam BOT. Bottom B.P. Bypass door Brg. Bearing Cir. Circle Clg. Ceiling Col. Column Comp. A/C Compressor C.T. Ceramic Tile Dryer Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Fir. Sys. Floor System F.PI. Fireplace Ft. Foot / Feet Ftg. Footing FX Fixed Galy. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior K/Wall Kneewall K.S. Knee Space Laun. Laundry Lay. Lavatory L.F. Linear Ft. L.T. Laundry Tub Masonry Max. a mum Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn g. Opening Opt. Optional Pc. Piece Ped. Pedestal Rad. Radius Ref. RefrigeratorReq'd. Required Rm. Room Rnd. Round R/SH Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq. Square S.Y.P. Southern Yellow Pine Temp. Tempered Thik n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate Trans. Transom Window Typ. Typical UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof W Washer W/ With W/C Water Closet W.A. Wedge Anchor Wd Wood WP Water Proof Ext. Exterior P.L. Parallam Exp. Expansion PLF Pounds per linear foot F.B.C. Florida Bldg. Code Fin. Fir. Finished Floor F.G. Fixed Glass Fir. Floor Fdn. Foundation Pit. Ht. Plate Height Pit Sh. Plant Shelf PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 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 17 IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 06/25/10 1.01 ADD WALLS BTWN FAM. & DIN. �� documents that these documents be accurate, providing Licensed 07/ 14/ 10 1.02 REVISE G BT H SHOWER Professionals clear information. Every attempt has been made to 1 (� 09/ 14/ 10 1.03 ENLARGE KITCHEN ISLAND prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations 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 09/06/ 11 2.05 VALUE ENGINEERING REVIEW MODEL 2421 the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without 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 agreement. 09/24/15 3.06 2015 NEW CODE UPDATE Zg Z Q J u, z CZ (DOO ;--) w U - w O ~ c y 00 U w. - E NC C lC C11 O N L U Jf W COD 0 a ^ o Q rn ��o AI B D® N (;. tl U C If �,\ .N` N O r 1 • C AE25 YUV Z 0 ., �C N �. c�• b m� • 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 0 0 Z N O r� > M O M Q � � Ln V) � Q In oC pf ° •M-i Q � � Z W J f W U, z o on ill-INoo t~Z}zav zr<UZx = Zzr z $�3w Ln W Z J O Ln N Ln LU F-3: O Q _ Qw LLJ az o ° E � Z XOrr� W Ixlli L1J rw W I-�gLu�6 J '^ `Jv, Ce Ln N W � oz� O aQ�LL Z O N 0 U.J Z �g a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. C S N co 0 h N� C14 BATHROOM OPENING AT FAMILY RM. TOWARDS DINING RM. MIRROR TOWEL BAR Q Cl) ? 1 - } 1 ' L�_,LJI BATHROOM 2 MASTER BATHROOM VENEER KEY PLAN SCALE: 1/8 "=V-0" 5068 f LO I I I I J- I / I -------- o / DEN VAULTED LG. CAI�T / LL / m / 00 / / / u7 / *EGRESS 35 SH 10 FOYER 0 VAULTED CLG.8 oa TILE u7 CL 3068 W/ ENTRY PORCH DEN OPTION SCALE: X"=V-0" 2' I 0 25 SH W 25 SH W 25 SH 7- 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" OA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 �E +23.0 / -25.2 �F +23.0 / -28.9 G� SEE SN SHEET �H SEE SN SHEET 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 181X25 S.H. 13 20X388 1812X374 S.H. 14 20 X 501 18 � X 50 S.H. 15 20X63 18�X62 S.H. 16 20X72 1812X71 S.H. 32 27 1/4 X 26 26 X 25 2 S.H. 3 33 27 1/4 X 38 N/A S.H. 334 27 q X 50 1 N/A S.H. 2 33 N/A 26 x 37 S.H. 34 N/A 26 x 50 S.H. 35 27 4 X 63 26 X 62 1/2 S.H. 36 27 d X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 1 X 25 1/2 S.H. 23 37 4 X 38 36 2 X 37 3/4 S.H. 24 37 4 X 50 36 2'X 50 S.H. 25 37 4 X 63 36 ' X 62 1/2 S.H. 26 37 a X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 2' WIDE S.H. 32 54 X 26 5212 X 25 S.H. 33 54 X 38 52 2 X 37 4 S.H. 34 54 X 50 a 5212 X 50 S.H. 35 54 X 63 5212 X 62 S.H. 36 54 X 72 521 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. FLOOR PLAN SCALE: Y4'=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 Swim ing Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION LIVING 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 CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) NOTE TO TRUSS COMPANY: ALIGN TRUSSES TO ALLOW FOR A.H. TO BE ALIGNED. 0 z M - o Z Z Q J CL z cn ;--J w 0 U - 0 "-' ul E 00 U W E - aim�- a) M a f6 M vr0 O `oo 2 U� LL 00 mar; 0 Q rn o B D• IT X fFPv ...... co�r � b o0 °R�O �•0 %W j !1! aF I- m WLL k<0 ES3IQ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i CD 0 Z fV O aN > CD o M M Ln 13- inz 0 a LL oC V OC) Q E W J Oz wCe L O LA W�z2aw U�icijo0 1z-0 �4U �X qU i Z z �g�. �g- QN SO ? U ton S W N W�z o Ln N Ln � • J J LUQ O ce A Q z U 0 I-7m2 PO o0zW z&f!�z ww0d80 a LU Z i- 4az g$0Z� J u Q aa0S i- T� �aXLz Uj O d- o �' N O aQ ~� z LU �- Z O Z LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. T RIDGE VENT T n kn T r% I HDR. 2-_0„ TEXTURED FINISH rn F.FL. o� (V . L. HDR. 00 L9 N 25 SH 25 SH 25 SH RIGHT ELEVATION. SCALE: 1/4" = V-0" LO M-- M 0 LIE]EI 2'-Y DECO. 2 -3171LIE-H F " -1 L] L:1 E STUCCO SHUTTERS - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - L —4L - - - : � L --A - - - J-4 - - - I - - - 35 SH 3068 W/ 36"x15" 7 OVERHEAD DOOR 16 X 7 OVERHEAD DOOR TRANSOM ABV. PER SPEC. 8 X WAINSCOT MATERIAL WRAPS CORNER 24" UNLESS LALL TRIM LINES OTHERWISE NOTED. ARE SCORED FRONT ELEVATION - A SCALE: 1/4" = V-0" 0 - Z M 0 — o Z Z Q J I� Z Cz Q) u, w 0 O w E Cl) U w F-- — u aY co co Cc W Cn J!:.M O o0 _ WW U� $U'00 �o.o cY Q t" ua Cv B Ds W�� • • r00 E 4.(pf\C `II W. J � d ut 4. u_ w � cm 2 Cc0- To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z o o�N M > (n O M Q � M Ln a to d• L �L� a e- % i� 00 V CL ono ,Q E Z W 110 J oz UJ z� m cw) l,— as OZ � < zazd �sZE H LD zz C9 J Ln 04 U� OZ© J 0 1AA� I N IN • J w F 3< Q YV� w�08W 0 C Q �Ow�2 z Z _Q ?aao�z w uJ Z ,-� O u,wo�izQ N �-oz O o N Q J y w Q� LL Z �.0 .. .. w z z O g w Z J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. 2 T RIDGE VENT T.O.M T.O.M F.FL. TEXTURED FINISH 2'-0" AV—- it (V ---------------- 2'-0" f V HDR. cT F.FL. - ----------------------- TEXTURED FINISH 24SH 25 SH LEFT ELEVATION General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "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. I tmenor uovering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. SCALE: 1/4" =1'-0" Attic Ventilation FIBERGLASS SHINGLE OR CONCRETE TILE PER 4' OFF -RIDGE VENT�4' OFF -RIDGE VENT___ COMMUNITY SPEC (SEE STRUCT.) 25 SH 25 SH 8080 SGD 12 15.9 25 SH 25 SH i REAR ELEVATION SCALE: 1/4" = 1'4' 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 comics 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 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq, In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of allagin Vents Needed u7 C9 Z g z Q J CL �W o U — Ow = o �� o0 U — a) M cm Cl) m;ocn O oQ _ 4' �aoi "c°Do �o-o Q O) QO W_ Q O A� N.c, n,c kJ TV V i M 10 ff J .7 V c o P a• Q §5 2 C> _ LLZ WTIFESS\ W ENE n.Ef11111i11 �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 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 r' 4 O a) N C) > (n O CV) to •L d' i:]. In U_ t- ^ ZQ Cn i� ftis r-I a00 zfC W J � Milli uJ ZLLR t l J m z 4 u1--� no OZ>-00. 6 z>Zdc.�f� W�z Ln K 8 u� 0LnIn 04 U�apz O LU w w J O n LA N Ln • ,J _j Q 0 > � Z o QQ w ~"msFF 9i 0 Z z Z WoUJ E�=o WO r So W J z z 2Ew�gao O z< O w W Q �a� sza i- Ln IN zp <LO!�~ F O N > v_ z w .. W z a W SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. 2.1 I I I i i i i i i i i i i - - - - - - - - - - - - - - - - - - - - - - - - -- --------------- - - - - - - 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. POWER CO. INTERSY' BON TERMINATIOP NEC 08, 250.94 J 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. Dpper to lights & outlets Doper to 20 amp ckts A/C PAD copper to WH copper to Dryer WP DISC. GFI t Alu 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 WALL SWITCH $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE �t®) RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT - FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION J ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) -1 PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR `0) SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) IT 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. T� THERMOSTAT ELECTRIC METER WWI ELECTRIC PANEL DISCONNECT SWITCH fh� SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN EM (1) PHONE LINE, (1) DATA PORT JII 3" VTR I � I I I 2" VTR III I SINK I I KITCHEN SINK W/ STUDOR - 31, ,III 2" VTR I I �, I WC 3" I TUB 3„ 1 L SHWR 3�� J SINK I I 1.5" VTR Ill, 3rr 2, I I I 'I I I I WC I 31' - r 3" I TUB 311 SINK 3r, I I - I HANSON BOX WC 4" TUB 4" PLUMBING RISER SCALE: NTS NOTE: PLUMBING RISER IS SCHEMATIC TO BE VERIFIED WITH PLUMBER SWITCH FOR 1 1 ' Q DISPOSAL I G FI 2 X 4 FL. GFI UNDER q i i —� 1 I CNTR TOP J �I L-0 i I I I I IS PENDANT PENDANT 2 X 4 FL. GFI LIGHTS OVER I ISLAND I GFI DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS OPTIONAL LIGHTING C/O 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. r _ -I I ALT. III I� A/C �I PAD rr-AC-MrfC PAO rCr{ { } �. SPECS I�TJ ELECTRICAL PLAN - SCALE: %4"=V-0" U') U Z o Z Q J a V) tJ W C 4--J W •U — LU O C = 'm ~ y (n O o TS ~ m I- W — $ W ® H C W M N 'O M O Oo _ D UN . M �D � to 171.1 k Q°of rn ov �i¢o A' Nl'BL C r` CO N �A t0 c .- 0 1 o � Ci Z (V �rZ F r M 1 ii rn ILL W4 ...1 Z J W LL CLa O0 � C N (j y�2-2 0 m LLZ a o p W <04S CV � To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O n .2 M I,-,U) O M Q U-) -gyp V) •L d' •cj i� U p_ " r O Q Z E J~ � W J f Oz ad W ZILA a ulm -i0 or- ¢U lZ-->-aCJ�Q 2�Zw1'Z uj -i Q � (> d5 W N r-I d- w Z W O L,ri N Ll) ri J W O 3 e.."% Z W tttIIISSS V 0 O W v W O -0 Q Z Q Q J �I-m2 Z zgu.jow f0 Z ^ {.ia, LU J!� // owoZ�o Q~� W 2 toms$$ ~G. WO zQ <ao8 �- Ce Ln N zo N � J Q W ¢ O T-q� � � J tY Y W ¢Q�ILL Z > 0 w g J Z a W 1­4SCALE -j : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. 3 F— IL d cn GV H IL LL 0 0 F— Z L1J V L111 L—LJ VVI 11 1 V4 VV(. 11. IL d T t• F_— LL_ ILL- 0 w F— Z LU 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) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) 19 3 Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 - (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed ATTIC VENTILATION CALCULATIONS - A UPPER VENTILATION PROVIDED ATTIC VENTILATION REQUIRED 1/150 Rule 1/300 Rule Ridge Vent Amt (No Upper Ventilators (Must Provide Upper Ventilators) (Ft.) Off -Ridge Amt. Req.) Total Ventilation ATTIC Provided by SPACE SQ. IN. of SQ. FT. Total SQ. SQ. FT. of SQ. IN. of ventilation to Upper Ventilators ventilation of vented IN. of vented be provided SQ. IN. of SQ. IN. of (See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 7.0 4.0 Floor 3235 3106 444 1553 111 776 657.0 (Zone 1) 105.0 552.0 0.0 0.0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0 0 0 0 0 0.0 0 0.0 0.0 *"NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT R100-F.-P-LAN-A SCALE: %4"=1'-0" 0 z M Z Z Q a z l/) 0 V,/ uo +_j u.l U — LU O Oo .�(n = � ~ 0 m f` U L U U WW~6�N p M M C r6 M O *—co p = 4) COCL Y Q Cl u7 COS Q O A' B D® x c.n•n•c p o wN Nto N A:° • M N �� ig w p i" _l Q 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 O Z N O a) N t-I 4-1 o I> CD M Q U Ln a •L a ce V a00 E ..� � Z M WJ 00 Et' 0 W Uj z a �zo0 r zrav00. z�� {{{{uuuui- L9zp� W Si Oc� a a 3a o�apZO Ul O Ln N ul �+ J L J Q O � N XU z Q z9 W�� z W in Z z ~ �i �./ Z ~ W U LU0. >- Ln N Noz':E 0 o N LL uL Z .. 0 Z J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAMES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. 4 W.W.M. PLACED IN UPPER 1/3 OF SLAB 1/8" SAWCUT x 1/4 OR FIBERMESH SLAB THICKNESS REINF. SEE PLAN. WHERE SHOWN ON FOUNDATION PLAN — -i w LU CONTROL JOINT DETAIL SCALE:1 112"=1'-0" •�. �r; . • #5 CONT REINF. • •,, SEE FND. FOR • -' '• �•' QUANTITY #5X25"X25" .-.; " -.=• �- ".-: •• ".- CORNER BAR ONE • FOR EA. HORIZ. •'.":,• .,:.•.;:.• . • .• •. •r REBAR, TYP. .':' :.':• ;. �:=.: •�� ". .• U.N.O. SMS TYP. CORNER BAR PLAN DETAIL SCALE 1 112"=1'4' 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 t` CV 0 ' o 0 L�-- = :::�-J TYP. U.N.O. 0 ch i O et• OP 0 FOUNDATION PLAN. LO 0 Z c Z Q J z Cz v) CD a) U-1) (D(U i--j w 0 — tv o o U 0 M E a) tM co lC`6.00M co " U L ��� NYC Qrn U$4v o A1 B Ds N f' N U (; \`�'t`` V � s ZN. 4•� 7 .� LL O Gr V M tl. • Z LL W IT< 4-11mm. -0 OU U To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z cV Ors. >(nMO M Q � M Ln n. W L n a - LLLn CL M DC U a Q 00 Z WJ C� d- f uz z u, z a LLJ m Ui,- n00 OZ>-zaU F- =2:3zz9z tau ou�i O 4 W C, S UI- rLf)-I WpzQ z 0 rY ; A�A L N .. Z d w �3 � ccY�� OC LLJ Q r0w� "0 7 z&gz2zZ U O $ou-Z� �aa og � N 0 LL O �2w� c�c o N Z Q LL LL w 0 Z a z � J LL SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. 5 V 0? ih LO 60 18'-4" 50'-0" 12'-8" ^ � TYP. J U.N.O. 19'-0" rii H 1111 c 1 M > II II II EJ7v II II Ti- EJ7 II II II I EhA II II II EJ7 II II1 � III III CJ3v y�� II II � II LO 9'-4" LIS FCJ3 q II � IIII II II II II II CJ5V I < I C (I II CJ5 � I � ` 6F - `� —`— — — — (2) ) — — C (2)O � — R 6D 2.75 VAULT 11'-4" CLG. q " o c4 6C w ° 9'-4" CLG. q B TYP. U.N.O. 6A (3) 12d TOENAILS. 5E TRUSS TO BRG. WALL BELOW 5D w 9'-4" CLG. 11'-4" CLG. M 9'-4" CLG. rA S3 L - TYP. W 7 A U.N.O.co TYP. 5CG _ _ U.N.O. 0 56 0 o) to P2 R A U 4G ASE TYP. U.N.O. — — — _ _ 4F 2.75 VAULT 11'-4" CLG. Uj ° (3) 12d TOENAILS. 9'-4" CLG. 4E TRUSS TO BRG. — — — — — — — m WALL BELOW 4D Q w 4C Uj (3) 1/ENA 4B -� TRUBRIG.> WALO 4A = TYP. a — — — 36 U.N.O. mc CJ59'-4" LG.CJ3 II to II II II II II 3A II II N C Cl)II 1 9'-4" CLG. A q TYP. U.N.O. — — — — — — — — — — — TYP. m N U.N.O. A 2C TYP. 11 1 A q U.N.O. — — — — r 4 (VSe 22'-0" 9 q TYP. S5 9 U.N.O. S5 9'-4" 18'4" I- UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A H ETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B 1 HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F H H ETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10 H HTT4 3610 3105 518" ANCH. 118 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-112 K H 31 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD * 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N IIJS96 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O HUS28 2000/4220 ** 1720/3125 " 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -1Od x 1 1/2" MTW12 1195 1005 14-1Od x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1 1195 1005 14-1Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS W HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d HCP2 645 555 12-1Od X 1 1/2" * MINIMUM 3" MEMBER *' REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS TO BE SIMPSON "SET" U.N.O. NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (" ). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS iilc INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. ROOF FRAMING PLAN A NOTE: SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS (A) OR 2 PLY 'ARRIER �y E N N N x CONT LEDGER A) SEE D1 SHEET FOR TYPICAL ROOF FRAMING DETAILS 0 Z co o — z J CL MAN U) z c� Dln/i1 VJ U—) -w � o U — w O �- rV1 �� y o 0 U w � E 0 Cnn M E! v - — U ■■ O 08 U Lo oY^ r` �°v Q 0 A , BDs N C • H I>'PC °' � O G Z o: CID m J ~ Z• QWC7o a�st F y© NN LA) -.�S RLW :111 0 N M jjL OU U To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z411, N t\ (n M p M M Ln N O U111 Q L LL rL �M a V a.00 zto WJ C:) J O w w-z<1z CC OZ�Ona.O z U x M �gz}zgF w L Ln Co S o $F-apz0 J O 3 Ln < [V = LNn ' � Z A .J LV �3 OJ w fi -� Z Q zfi Ira Z LU Z LL)W p 2 8 pr a o�°z4 aQ401-8 T Ln r-1 G_ ogXLLz 0 �,qqq. O LL : �2 aa� N p " z .. j F— O Z g z 1­4 J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. 6 1 1 p.: :.".: •p.: ALTERNATE POWERS Evm<a®� • STEEL LINTEL O J00 O o z M 0 8F8-1 B/1 T 8F8-0B/1 T z O ® , • • U-61,111 ,�'''TYPE DESIGNATION #5 REBAR AT TOP #5 REBAR AT TOP' 'IN. (1) REQ'DMIN. 1 REQ'DO, U-61, F =FILLED WITH () Q 1-1/2" CLEAR O O O O O O O OGROUT / U= UNFILLED a 1/2" —� 8RF14-1B/1T8RF14-0B/1T 8F16-1B/1T 8F16-0B/1T U-; R=RECESSED CLEAR o C D O 0 0 O REBAR @ BOTTOM O` O J E J z0 O O O O O © O 8F20-1 B/1 T 8F20-OB/1 T OF LINTEL CAVITY c M.u. W <1 p 4 ibs X 16- B/ 1 T a °- �_ o z 4. GROUT F 3 Lu /� n (00 :.' • , ` , ` • ,' • , • •. i NOMINAL.t QUANTITY OF 5 REBAR AT o W a \ O w E 0 0 •' WIDTH #5 REBAR AT < 0 BOTTOM OF �d 0 � � f.> � C� � � 8RF6-OB/1 T TOP LINTEL CAVITY m z v p #5 REBAR AT BOTTOM N o M • ' ' • o s MIN. 1 REQ'D 0 ` , - ` ,' J• , , • I ` J ` • • ,' . NOMINA OTTOM REINFORCING a ,.' ' ' .. •:' ° .. ' ': r':' "•: r,r' HEIGHT PROVIDED IN LINTEL uhi LL O n U M `` ' ` ` ' , ` © • ' • ` ' • • ` ' • ` 7-5/8"ACTUALVARIESrn M () ��; ;�; .,•`, ��; •'�;' ,,;' ;,;' „NOMINAL WIDTH W aWt`i 16 GAUGE POWERS I— CEo 2 •� N STEEL BOXED LINTEL — U 02, p •, • , O OGo , , 8F20-1 B-2T = = = : ' = = : '; •, : 4c precast lintels = 3500 psi. Lv ,� c POWERS STEEL BOXED LINTEL NOTES (ALT.) IT O O O O ' ' • Sc Prestressed lintels = 6000 psi. ONLY IF NOTED ON LINTEL PLAN O Q c • • • ' routed per ASTM C476 f 3000 psi w/ T � P 9 - P Refer o manufacturers specifications or installation. 8F24-1 B/1 T 8F24-081/1 T Maximum 3/8" aggregate and 8" to 11" slump. 2. Contractor to provide proper protection of lintel to prevent rusting. ' ' • ' Soncrete masonry units (CMU) per ASTM C90 w/ Refer to manufacturer's specifications. "T"Ov "" minimum net area compressive strength =1900 psi. O O O. ♦ : " r • ' Roar per ASTM A615 Grade 60. 3. If lintel is scratched or damaged refer to Powers Steel for repair. Prestressing strand per ASTM A416 grade 4. Lintel depth to match precast depth. One #5 Bar required top and O O 0 O ' • • ♦ '' bottom of all Powers Steel lintels. 270 low relaxation. 5. A bonding agent must be applied to the Steel Box lintels prior to 8F32 0B/1 T 8F32 1 B/1 T : ', 7/32 wire per ASTM A510. �ti •, • • • , applying the cementitiuos coating. See contractor specifications • • Mortar per ASTM C270 type M or S. c C7 N l� Z'� ' '', ' ' ' • J' � GENERAL INSTALLATION NOTES � °' � °° 00 1. Provide full mortar head and bed joints. - $� 8F40 0B/1 T Q • 2. Shore filled lintels as required. ., 3. Installation of lintel must comply with the architectural and/or structural drawings. J �` w O O O _ � ° ' `: ' © 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate a' M • .' • , ` • ,• ,' 8F44 1 B/1 T vertical cell reinforcing and grouting. A t1 sue• 31 ,'; • ; • ,; • 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and L . O 48 ,•;• ; ♦:; ••,,;, • ,'' ® longer with a nominal height of 8" meet or exceed U180. �... • •''• ��� = ,•; • , • `• 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. _�� S } Or 0 ' 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete UM W • , ' • . • masonry units. p i (1 O • 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530"``,�, o r 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. r• ` r ; '• 11. The exterior surface of lintels Installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved LINTEL PLAN NOTES: To the best of the Engineer's knowledge, information, and •� � ; ,• �. Q, - •• '; ', " coating. • O 0 12. Lintels loaded simultaneously with veritcel (gravity and uplift) and horizontal (lateral) belief, the structural plans and specifications contained within these drawings comply with the Florida Building ♦ • • O O • :� Code Sth Edition (2014) Residential. Engineer's signature :., ;-[ loadsshoudbeche�kedfor�mbinel0adingwiu,thefollowingequation: __ 1-THIS PLAN IS TO BE USED FOR STRUCTURAL INFORMATION ONLY. 8F28 1 B/1 T Applied vertical load Applied horizontal load and seal is only for the structural engineering portions of ••' 8F2806/1T 0 '" 0 + O 2- UNLESS NOTED OTHERWISE ALL LINTEL DEPTHS ARE TO BE the drawing pages bearing Engineer's signature and seal. O 8RF301B/1T Safe vertical load Safe horizontal load ASSUMED TO BE 16" MINIMUM DEPTH. O © 3- THE NUMBER OF COURSES OF MASONRY REQUIRED BETWEEN THE 0 0 - LINTEL & THE BOND BEAM SHOULD BE COORDINATED WITH 8RF4008/1T THE ELEVATION DRAWINGS CD ® 4- THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE PROPER Z oN LINTEL HEIGHT. O u r-, 5- LINTELS AT GARAGE DOOR OPENING ARE MINIMUM DEPTH REQUIRED oc FOR THE DESIGN LOADS. THE DEPTH MAY BE INCREASED IF REQUIREDM Z o "' FOR PROPER LINTEL HEIGHT,G.C. COORDINATE. a �) L' .o Q Q) U- Ln POWER STEEL LINTEL IS AN ADEQUATE ZQ v E SUBSTITUTION @ ALL LOCATIONS UNLESS w o NOTED OTHERWISE AT OPENING LOCATION W J O � J - O f 0 W lLL V W Z 0 mIXL opzzQW O z}a8fZ hs z z z z �aU�0ir O Lr)-I ��j�j O D OLu T-w z = w Ln N Ln rl W W O 3 < Z Q 0 U W 0 O W OF za�o�z Z (Q Z=OO �n $$°LLza Ln N Z 0 o N UJ I— O F -- - Z .. .. " j Z Z Z .J SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: MJAM ES VERSION NO. 106 O MIN. E JOB No: O 17-5177 MIN. SHEET NO. LINTEL PLAN_ AL L 1 SCALE: ya 1 -0 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST 2003 HR MAT COPPER C 0 ED CO PE 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 0 S USE CHEMICALS CALS THAT ARE CORROSIVE T STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY T VERIFY TYPE 0 l 0 ER FY THE PE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLYABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR T ARE R IN P CC SS 0 00 IS TO A CLOSET OR STORAGE A 3 FEET (914 MM) 0 LESS DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t 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 X2 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 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 ad. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. RE . PE. AND HALL INCLUDE: DRAWINGS AND CALCULATIONS, AN G S 0 S, REACTIONS D BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8• TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 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 ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615/ A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 Yz" GROUT FILLED MASONRY: 3/a" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE 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 ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS U 0 SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. 3 ALL PLYWOOD INTERIOR OOD USED FOR IN ER OR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES, 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETELT EMBEDDED J BO S 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 = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A,I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection anAreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wRhin 1'-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering andfinalearth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318,1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 n rete over our rid mortar along the foundation perimeter must be removed be ore exteroor soil treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and Hill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +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 T 0 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 T ATTENTION HE A NTION 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" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8" 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 %". 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. 0 a zM - O z�Z Q J z L) 0 cn w O c � E 20 U w -� W W E 0) M 'n /C .2 M Ooo = rs u_ ao 0 ao o yyy �Y Y iZ ao u7 0V_ Qrn rnQo A' N C.".1, C ,R N . d (Q •� 1,L N Z o i � =LLt� :V Q b_0 �pt1P o .iasP�t ,o U ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N � 0 ate) r>-� Lr) O M Q�-�MLn a L- U_ CL �M 0� U CL 00 Z • E -­0 W Z - J� d- f �0z w w�Z a: Ul-IR,00 OzrOa0 z�<UX:a ZzzW�Z Ln 0403Wo U O Ij uu LLJ Z � J O 3 rl Ln N N Ln � J wpQw��3 I Q Q < In cNe Q) w000� u�Zm2 -0 ZO Zw if�zz Lu 0 Q� 0 Q J w 8 p ¢n > f $ p� w O z¢ In N z O I- o LL Z .. •. j �- Z Z a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. CORNER OF HOME GARAGE SIDE 10'-0" TANK -LESS W/H ,I•$11i1 STUB -OUT FOR -' GAS METER O _ N • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM -LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 USP HTW20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" 1 USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v., LU 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + � i + i + + I + + + + i + i + + + + + +++ +++ 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" 6500s 1.8/1.7 wood panels 2x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2x _ + 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 1 f 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Ys" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking i lse 3" (10d)nails at 6" n r. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges FILL CELL STD. 900 HOOK BOND BEAM USP U) -- ----. - — ly MUGT15 TYP. �GIRDERTRUSS j STD. 900 �[ CONT. #5 BAR HOOK BAR r 2X TOP PLATE #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D , -,,—PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION 1 = 'J/"' ' / ' � . TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI 7 ���MASONRY WALL OR INTERIOR BRG. WALL I TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH '— Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min.) Small gap 2" min. 2" max. 4" max. Web Stiffener Fastener Schedule 1 Joist Bearing_Location �. Series Depth End_ Intermediate `1 - ®; 9-1/2"1 2-861 2-8d —� BCI5000S 11-7/8" 2-8d 3-8d Clinch nails _ 14" 2-8d 5-8d 9-1/2" 2-8d �2-8d when x BCI 6000s® 11-7/8" 2-8d f 3-8d possible f ✓ \,\ BCI 6500s®I 14" 2-8d 5-8d _ _ 16" 2-8d 8 11-7/8" 2-8d 3-8d - — - BCI 60s® 14" 2-8d _ 5-8d Tight fit - 1 V 2-8d 6-8d 2x4/Plywood/OSB web stiffener 2" min. BCI 90so 14 11-7/ 3-16d !i 3-16d _- 5-16d 5-16d required when indicated or 4" max. 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— rl 6"" A 1Yz" ROUND HOLE MAY BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" NOTES: DO NOT CUT HOLES LARGER THAN 1Yz" ROUND IN CANTILEVERS. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Yi' 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. Plumbing Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. Joist hanger Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. J 1/4"-2" gap[I Backer Block 'Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange, flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height — requirements 0.6 X Joist p . I� depth I -JOISTS BUCKETS N.T.S. 5/8" 0 THRU BOLT I.0 U; Ml TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION 01N. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE A/C CHASE 4" PVC PENETRATION SLEEVE THRU STEM WALL d d d � a j'j'T d e• . rrr ' 67"{"j� d' I A. d Cd Tom* co ILILI! I FINISH GRADE SLEEVE THRU STEMS • ' SEE PLAN FOR--'•. a . • • FOUNDATION INFO ' d STEM FOUNDATION GRADE — REINF. SEE PLAN ll— • v r A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 12" BELOW GRADE F_ I SEE FND, PLN. SIZE & REINF . PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE q a. d .d Q d —--------- ---- •—oe----- ----------------------- CD d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE FF d a d d n r LLL \ a 4 d ...v d / — TTi \ 1-4- _ SEE FND. PLN. SIZE & REINF. 0 z$® z� Q J 4—J W � p U — W 0 0or- F_o ~ U mN 0 rN) W —8 W W co C M co U_ M N Oo Mo £LLB CN Q mao In oa g• o A'CD N _C H. U C ti Z,N ` rc-1 LL M ao �u0 W OW X x Z FESS o \ o �rtfrrlsE ��- � ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z N 0 rV U0 ­ CD U-) M M a U-) D Ln d- Q L_LL� CL F.. .cj QC U M00 a E z�M W CD J C:) d- J 0 Z of W LL Q Z IL Q H N0O o?}8nm ?Z �E o a�w 0 p-. O OV � O W N �W d' zo O 3 •-1 Ln N Lf� • • J Y a Wq,�0`�� 0 fp Z Q r WCJ�¢ W 8f 56 > W iA V ,1LLZa ce Wµ0 j Q �- Ln [V oLL�z 0 I- o N Q�u_ z .. .. z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 TP') VARIES I►13�J 5/8" OR 1/2" HIGH—` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 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 v UNDERLAYMENT FOR ROOF (2) #5 CONT. ON W 6 x 6 W1.4 x W1.4 N PITCH >4:12 CHAIRS (TYP.) 411, 1 F:�) WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II , ° (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR - o. _ p p. P LESS. - I N PRE ENGINEERED WOOD il TRUSS @ 24" O.C. U.N.O. - HURRICANE ANCHOR @ EACH - - IT- METALTRUSS (SEE UPLIFT SCHED.) W/ g'1 - PL. UNDER EA. TRUSS //,,—MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=V-0" S3 ELEV. VARIESjdkINFORMATION. ALUMINUM DRIP EDGE LUMINUM FASCIA 2x SUB FASCIA 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES n a n ° 4 a d a GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2x STUD CK G 5/8"OR 1/2" HIGH STRENGTH `TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END s (U.N.O.) (OR „ „ GYP. TYPE X„ @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"°0/16" PLATE WASHER (TYP.) 2"00/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR x6W1.4xW1.4 O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" WWF OR FIBERMESH @24"O.C.) • � , � i= lil��1 -y11 .• ► � 11�l11.��II�II'� I-'clll 3%II11 1=11 III 11 I II II • G 7"' 055 SSG ors �NJ� S c t0 8"x8"X16" KNOCK -OUT D EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLO IN @ THIRD POINTS 2x STUDS @ 16" O/C BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 AOOK DETAIL _8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ /- *USP SPT22 TYP. (6) 1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR ARCHITECTURAL c PER MANUF. FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR — 1x2 PT WD FURRING @ 24" O.C. GRADE n - GRADE 40 MIN. Fy- 40ksI A . it> FINISH GRADE #3 & #4 LAP SPLICE [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL MONO OR STEMWALL ° a. u 25" MIN. LAP [30" MIN. LAP] CELLS (SEE FOOTING MONO SHOWNAL ° U.N.O. FOUNDATION PLAN FOR CLARITY D _ _ _ _ 0O 6 MIL VAPOR BARRIER � °e. ° ° _ _ _ #5 REINFORCING BAR R 1 7/8' FOR LOCATIONS) p p D ° 0 = -= =1 I 1=1 ICI I =1 _ z 1x4 P.T. BASE NAILER ° III -I I=.I-I I=I 1= 1.�= ? #5 LAP SPLICE 4"x4" INSPECTION �' _ _ _ _ • NOTE: 1=III-III=III=11011=_II � 31/4" BASEBOARD PORT AT EACH � ° � -III=III=III-III-III-III- _ o ° 36"MIN. LAP [36"MIN. LAPj *FOR BEARING WALL =III --_=I h- -III-I T COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL _ _ _ _ _ _ _ _ --i ' 95% MODIFIED PROCTOR ASTM - - I - 101, W/ UPLIFT ONLY _ _ 7-1 - MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ -_ _-� W11M AT GARAGE CONTRACTOR III=1 I I=1=1=1 I I=1 1= I_I=1=1==1=1=1=1 1=1 I_I-1 I I D1557) MIN PSI MAY VARY PER cn �I .-III=1 =111=III=1 ==1 =1 I I=1 I I -1 I �-III=1 I I-1 l l I='' 411 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK TO CUT BLOCK OR POUR I I 31/2" MIN. TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END -SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR ,,2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH (2) #5 CONT. 1,417, n�I 1r-41,11'-'-'•111 � 8„ IU.N.O. TYPICAL BEARING WALL @ STEP SCALE: 3/4"=V-0" NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR J BOLTS 6" MAX FROM END OF 2" x PLATE o n W U � 6 . � w � - 1/2"(min.)- 4" (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT, <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH tT �111�1 �71-. (2) #5 CONT. =1 I ON 3" CHAIRS (TYP.) 8" 114„ 8„ MUNICIPALITY. CURB DUE TO SLOPE - I=I I L-1 I L _i=. ).l Ji _„ :-_;-I -I - - #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE SLAB WWF NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD� TYPICAL EXTERIOR FRAME WALL FOOTING W1 4XW1 4 WWF OR - "FIBERMESH" DECO FINISH 4" to 6" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. Cl)v - I 00 6x6W1.4xW1.4 ° So 31/2" WWF OR FIBERMESH 6 MIL VAPOR- ° BARRIER D p 4 a . A a NIf COMP SOIL ° °O (COMPACTED TO 95% - MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4-1 1'-4" STD. 90 NOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-01' S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS—]�O.H.D. RECESS II-�1 I�11 SEE A/S3 OR J/S6-� -1i-111 �11J I I, 11 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8- (2 STOW) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" `v GRADE a � (1) #5 REBAR w/ OPT. Tf�HSCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 EXPANSION JOINT N T M SEE A/S3 OR J/S6--'- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC IRY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS ,J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND O.H.D. RECESS E N co SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. e. 1/2" FROM SLAB 1 01_011 a CONT. BEAD SEALA& a INTERIOR ° a -31 4 CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB �a - =' th 6 MIL VAPOR -I i'= BARRIER"7 T 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT .E . 6x6W1.4xW1.4 `1 WWF OR FIBERMESH a o K S3 REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN �, E AT 24" O.C. MAX. FOR TRUSS ° SEE PLAN FOR CONNECTION INFO e TOP OF BEAM 1V I k A I I & LAYOUT DESIGN SEE ROOF PLAN `P 2x4 P.T. or PLATE "T' O.S.B. COLUMN LOCATION --� FOR STRUCTURAL BEAM SIZE & CONNECTION INFO 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING w SCHEDULE EE w oLU SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS �,�,,•,, vj•p v,\ r 4 '�i;G'�i'�i'�i'ii ��i'�i��i'�i ---------------- -- �. OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— LAB STEP & RECESS an S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL -, EXTEND FILL CELLS c TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. Q ' T M °° GRADE -_- - - d Z W 0 I---_-1I1=1 11.1-I 1=1 1=1I I w cr o w uiii aw :III==III_ I --I-I I=III z 0 0 = =111=1 • • • _ z a I_I =� 11=1 I =_I I I -111 w =1-I_I_I-III-III-III=1 III-1 -1 11:- FOOTING LU 11=III=III=III: =III „I --III-I I-' BEYOND PAD REINFORCEMENT -� 1=1--=i 3" MIN CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 CD "' Z o — o Z Q J C1_ Q) C 'I--J w M o 'U — Ot.0 C ~ o 0 V) 0 f- U Co r` w I. E c � cNn M c m .'. 2) — U W® O oN U N Y O Y C o Q 'n v o AIf 8 1 Ds V' /11 22 �M %EO � I a t, In &;~;�� to cc CC N o ,� r� a►•mw C c'I� - UM Q W, To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z oN 0 r\ LA O z M I4_j Ln U) �_ L a- V) Q - LL a ,-. z H for U p- 0000 z E yQ L I I— W J� 0 �Wz U81UJa0 �z>zgo zUU�Q � f z Z F gU 0in o U1'� �- ZO J O N N Ln J 03 w a' uYU Eow.� '� (0 Z a uj 0 av Z W 8 I~ Lu J �— g L>- a A r-I Iy,1 w 0 u- z Q f jaoZg �N 6 o r-1 Qaw z w 8 Z g Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND I FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER I SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP V EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .' + STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD i USP SPT22 @ EA. STUD---- 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD, 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) —� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 1 ■li�!��II■lil�l�l■■II�I'�I■■ ���'=id •• � � •• lOEM lil ■ III III ■ �I�I IIII ■■!I� lil■ ■_ ICI MEN IIN I _ ■ �ii III■� III IIIII NOTES: In 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. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J \qJ T Uj r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR 0 GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY .,,. GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK A a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/8" 8" 7 5/81, 8" INTERIOR WALL CL, — EXTERIOR - WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING CL 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) FBLOCKING RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL Q ° ° w ° ° ,�° DOOR STOP MOLDING v z a 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 A/S3 FOR PLATE TO CONCRETE """" REINF. INFO. W/MOUNTING ANGLE v ° ° 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 KK SCALE: N.T.S. S4 SCALE: N.T.S. S4 2x CRIPPLES @ — 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) — 10dx1Y2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x —� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'- 4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' 1 (2) 1 (3) (2) (2) (1) USP LSTA30 (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1�1 GREATER HEADER (2) 2x HEADER SEE PLAN INTERIOR HEADER (1) 2x SILL PLATE W/ (2) 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE 2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE NP ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIf \—P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4' SPT4 2X STUDS @ 24" O.C. /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION USP SPT4 01 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL ° SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C :(T:y P) SEE ELEV. 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" (' O/C FIELD 2X4 PT STUDS @ 16" O.C. jBLOCKING (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD 71 MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—` W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED • � MAN. �10d @ 8" O/C ATTACH ALL J �J EXTERIOR STUDS W/ 4)16d TOENAILS TO OP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SIDLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS -�7 USP SPT4, USP nC rr-USP SPT4 TRANSOM FRAMING 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL ° C USP SPT4 USP SPT24 NAILED INTO TRANSOM FRAMING SPT22 SP ///-USPT4 al 16 im M NAILED INTO TRANSOM FRAMING SCALE: N.T.S. 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED is I ROOF TRUSS ABOVE 2X BLOCKING SP SPT22 - SP SPT4 USP SPT4 -BOLTS @ 24" O.C. MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SP SPT4 C 10d NAILS @ 411 10d NAILS @ 6" O.C. STAGGERED A STAGGERED (2) 16d TOE NAILS EA. BLOCKING '2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL TRANSOM FRAMING 0 o BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD USP SPT4 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 0 ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. 0 Z M — o CID Z Z Q 1 00 Z Cz N U i--� w •U — 0 w I EEg Cn � i� U 20 mcli t 111 WW 1`__o 0 C m M oN U 00 00 oY Y Qrn 11 O c rnQo A' N CII 1)C x"N up/", `�� ` ut aU14i <a - $ p�•: Z � _ 0) Q UMZ ••... W N.�%neFEss �� ��� 1 641,11111111 �1 To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1 O O Z fV 0� > V) co C) z _� M Ul 2: (A o Q Q)IL� a H .M 0� U M '"j Q C 0000 � Z T W '�z z u, a N0O I"Z}z¢U zrQUfQ z c� o W Lr) J 0��3 0 U=Orjw© t-I O ~a0z ,--I N Lt ) N Ln J W��3 �Y-, Q V0081 5 z0°S 0) z LU �— �Wo�8o Q Q s (n �Wo z< N =� u_ z 0 J�,�w u_ Z .. > 0 Z J a SCALE : AS NOTED PLOT DATE: 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. S4 �1 USP HGAM10 W/ (4) 1/4"0-3/4" WEDGE BOLTS & (4) SDS 114 x 1 1/2" SCREWS SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2' 24 O.C. Z @ NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" BLOCKING FOR OUTLOOKER FIRST FOUR @ 24" O.C. ROWS OF 45' t 24" MAX. TOP CORD BLOCKING 48*t 2X4 CONT"L" BRACE TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'4" O/C. EXTEND @ LEAST 90% OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 11 11 11 11 II 11 5/8 x 10 J BOLT @ 32 O.C. MINIMUM 6 FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0° MOISTURE BARRIER O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J ON SHEET S5 FOR X-BRACING, AND TOP r "' " CHORD BLOCKING N INFORMATION -ill1/ WOOD TRUSSES ZD 2X4 RAT RUN BRACING AT 24" O.C. ON TOP OF BOTT. CHORD FOR 4 TRUSS SPANS ATTACHED W/2-16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF 2x4 BLOCKING" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 24 0/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TOENAILS @ EA. END NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 11NIMUM 2x ,ROSS BRACING 5EE PLAN FOR OCATIONS) 10dx3" O/C @ 2"x4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS Ilu JOINT _..,,„1 _ 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 VVI Y 1 ✓L/'.1 111 YV GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL — NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT W/ (2) 10d & (2)10d TOE NAILS @ EA. END 2x4 PANEL BLOCKING @ 48" O/C FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END TYP. TOP & BOTTOM ATTACHED W/ (2)16-d TOENAILS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL — NOTES AND NAILING SCHEDULEFOR SHEATHING DETAIL BACKNAIL W/ (2)16d NAILS 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL— TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) • STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48"A 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ 16d NAILS (2) 2x4 OUTLOOKER @ 24 0/C TOP CORD BLOCKING FOR 8d @ 6"0/C WOOD TRUSSES USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. _ EDGES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS _17f ""tw__CONNECTION 2x4 "T" ON TOP OF PANEL) L' BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS. SECTIONK"9 SCALE: N.T.S. S5 `-MINIMUM (2)16d PER JOINT `-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP I�1 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C _n L TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA KER. OF TRUSSES @ OUTLOO24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS If2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING—,,,,2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL R �__ _4 GABLE TRUSS WEB SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE J FASTENED WITH (3) SECTION 4 16d PER SIDE S5 SCISSOR GABLE "T" BRACE SCALE: N.T.S. AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. 1" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"A" (U.N.O.) "L" BRACE 2411 01011 - T-0" 3'-0" - 6'4" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. M o a �q Y CORNER JACK w z x 0 U HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. �I� I,IY I■ 11114, IN ICI It 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 M /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) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION U') (D Z Cl) 0 — o Z CD Z Q -I CL z cr> 4--J w 0 w ~ In � vi o o 0 U w ~ 8 N co c m co ,::00 Ooo - W■ C) f�co � �o Ie o m o0 C Qo� u7 v oao A' B Ds N C B O l If it O ie co 10, .�-0 e w 9 r. �FL Lt _z 4 LL LU ESsep 9-IN r �HOI!IIlilt\ \ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z No O W N r>Lnin0 M Q U-) -(0 In a cn •L 11' HN LL Ln a cl� U Q ` -I a 00 z� E� W J 0 d- J 0 Z LuU_0 w z `) a WmC�E �Z>_z¢0U Z:-<UfQ = f 4 Z. z C7ZOW go L Q�8 8 U F Q� z N i..� I a z Q 0 N Ln N ,-1 • J W, R Q ce a z U a 5 ~zmu-0 z ZW C zd6W6z o z Qz W0 LL QUU 1� <aQoin S N u_z N�Oza a< F-- o N u_ z .. � I— z z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. S5 DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER /2" DRYWALL MAX 8„ UNACCEPTABLE INSTALLTION TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 r #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 3-1/4" LONG X 3/16"�aff\ FURRING 3/16" 0 X 3" LONG FURRING �� TAPCONS 3/16 0 X 3-1/2 LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGEREDT7? STAGGERED @ 16" (TYP,) BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH �r -1 /2 DETAIL MASONRY THROUGH 3" DETAIL D. 90° HOOK (TYP.) STD. 90^ 2x BAND JOIST W/ FACE NAIL 1 Od @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL7/ L--L NOTE: LAP SHEATHING TO T DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR BOTTOM BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" 0.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" t2�� NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4 SDS LONG TAPCONS 2X8 P.T. 2X8 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D STAGGERED @ 16" O.C. JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL NOTCH WEB AT THE BOLTS INTO K.O. BLOCK t5" FIRST 2 COURSES BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER -E FOUNDATION PLAN FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. 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 31/4" TAPCON (1 1/4"MIN. = 1890 #FOR 2 STRAPS FILL 1st 4 COURSES ' EMBEDMENT INTO BLK.) 1/4" MAX 2'4" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT e 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. &BUCK 1/4" x 31/4" TAPCONS USP RT1 M W/ (8) NA11 NAILS & (6)" x 2" BLOCK HEADER TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4) " X 1 J" WEDGE BOLTS [ (1) STRAP = 1225 # 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE , (2) STRAPS 2450#)) BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1!2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOY\\-2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE A 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. IF ASOTI1R6" @ 61/44" NAILS @ 8" O.C. x O� FR ARCH DETAIL J WALL USE (3)SCREWS X 31�' TO PCONS AR TO TRUSS TOP CHORD yqH TO TRUSS SCALE: N.T.S. SS O.C. 12 + + + O� Al PLYWOOD SHEATHING 1'-0n 51-0n JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + +$LfINISHFLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > "� /4" MAX EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL + TO SUPPORT • • • • 4 : o.• #5 BAR 2-0 8 TRUSS SOFFIT + �D. ° 10" •i • CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS ( ) + 9 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . o . o ° '► IN TOP o EACH TRUSS ► d . ' KNOCKOUT / N CHAIR BLOCK 8d NAILS 8" O.C. AT BUCK °� 2 x 8 VERT. W/ (2)10d '� - — y PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE 2 MIN. DE 2xCONNECTOR PROVO CONT. W/ (3) MONO FOOTING , • - • 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--JSEE LINTEL SCHED. AND SECTION DETAILS -1 LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 s 2 x 8 VERT. BRACES () INSIDE TO FOR INSULATION ALLOW ARCH #2 SYP @ 24" O.C. EENTER SO IT CLEAN FILL DIRT Z TO BE INSTALLED BUILT UP PLWD. BUCK - - MAX SE N PRECAST LINTEL STANDARD o .•'. ° , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL N 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION 90r #5 BAR IN ° HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED W/ 2 #6 X 4%" WOOD ) () FOR OVER HANG FILLED CELL, I �'� '•� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. vz-) , :. •VN. It , . •, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" . • ' ' ' ' THRU OSB INTO 2 x 8 O.C. •' •' •' `' •' `' •' • •' •'sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK B-gMONO SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-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 HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED, ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL , #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g 5" EMBEDMENT & 3"MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER _p� F.F. EDGE DISTANCE ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP N g U- w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o o n LU nJ. A REINFORCING AS FOLLOWS: * SEALANT II I III r T a Cn a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. k'. • �� 11=z�I I- ? :5 5X6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. U Z 6" MIN. LAP SPLICE W/ n ' — I - g EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL in SMOOTH. DO NO FURROW. ��< ° I n ': c¢n N DRILL 3/4"X6" MIN. HOLE FILLED CELL F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE o. n SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE cli REMAIN FREE OF MORTAR. NOTE: `n z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. N g 0 t, TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT • ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE pF SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SS SCALE: 3/4 = 1-0 „_ SCALE: 3/4 -1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (Dt�m z co — o z � z Q J CL W cn 4--i w *U — w O C ~ 0 U N cn w —3 W® CD M co fOMM 000 V 0 L 11 C0 O05 Y00 n Co Q0, rnov o A' B D. "c•nnc If xl� 61r, �O J � nM r � ® c " Q $�t ` !: 0Y.,S<c J U0•• .off W r E S S� �'91y1,1r1111MI ¢\\\\ W` ❑ 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. it O oN Z O aN �>-,p M � LL a F¢- aC U M Q E l Z W J p d- J f OZ o WZ u, z OF-�00 0 U Z�aOgx �S�?Z. z ad�OO�wJ Ln o UFOSw r1 0z(9 w= 62w O Ln fV tV Ln J az�o �0ZW z Rrz zaf� wza � � �a 6 ' J �r/ Q d Y � wW00u-z agog Ln N ��ZQ 0 aaF z oN LL g Z a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. SS CROSS BRACING DETAIL (TYP.)r 1 -,� .., G—Ivu ` , rr L—Lj SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A 11 G.T. 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 MAX 24" SPAN (EITHER JACK HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2" = V-0" 1\� SCALE: 1/2"=V-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS FRAMED RIDGE CON1. 2X4 STUDS & PLATES AT 2'-0" O.C. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAYBE NAILED MAY B EACH DIRECTION TYP. U.N.O. VERTICAL SCAB TRUSS PLATE INSTITUTE NOTE THAT THE COMBINED WIND AREA IS GREATER ( ) w/MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO W/ (4) 10d TOP & INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 . NAILED @EACH BOTTOM USP RT7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ 12d NAILS WHEN w/ (3) /L OR HCLR/LL W/ 8 - 8d OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD E USP HTW20 REQUIRED w/ IN PLACE OF (4) 10d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 W/ (14) - 10d X 1 1/2" EACH OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER •• COLLAR TIE A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 2x4 SPF 2 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP MAX & EACH END ALTERNATE DIRECTION TYP. ---\ A CHORD AT ALL HAND FRAMED AREAS TYP. WOOD TRUSS Q TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD WOOD TRUSS 2x8 #2 SPF RIDGE BEAM ,k 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 PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SCALE: 1/2" = V-0" 3 LO CD Z M O — O z z Q J a z cn w � p O w I- Mo t/� U mr- N w � — aim ~E C tti cMo 0M O �o 0 = d $a:co 0,6 �k Q on Gov o A B Do\ pn.g•V I .; rrru %. •� v �qv h Co.) o o� LL•- a W w a �n��pg ....... Z L •Z LLHa N//lrtill{` N O o0 7o the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z O v !� O 00 M M Q -gyp Ln E. Q a,LL LA oC V O Q z WJ C) 0 z LL�+ V r. N a 0 zQBaF�.� Z � a 00 O LU 04 z LU Be C J O SS N Ln V / J J W pQW W D O O QI� `Q 1 p� W rSizi, Z W �L0z80 (-U W -�WQ 06 �2oZUQ C,0 III Ln N Z LLz � oF- OZQ Q�LL o N I- u_ z .. U > ! W z J a U) SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: MJAM ES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. V ^' '"I WEATHER VE BARRIER & tARILY SECURE WEATHER r RESISITIVE 1y BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 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 A- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ,I ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING SELF -ADHERED FLASHING HALF ROUND WINDOW E AM rLMOrnNU rLMOrin41.3 io 0 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING O 0� 8 z SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING a 41T I icm) RED FLASHING APER NTH RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE �- SELF -ADHERED FLASHING F_ r� SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) �Groundl+- SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST I OUTSIDE CORNER / • 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 R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2 Detail Instructions Refer to the number marked asOin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster In accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal , Flashing ' Weep Screed Installed As Per Manufact. Specs. Maintain - Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED , NOT USED NOT USED SCALE: NOT TO SCALE Ism 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0.0 (D $ Z Z Q J CL ki Z 0 (D(nV)' Q) N w 13 0 w (D-V) 0f '- = 0 Cn t%) ~ 0 in co U LU __0£L`WW co Cn 'OME T CN 0 Uam 00 n,t 0Q O . 01 6 AI a Do N-CB UI; N04 s y8IC 04 oz � Ci �. _ 3LL-. (Z', �� C u. W V W 0- d 10ZW allo� O �N N LL Z 0):9 o m m d � W N < a �o 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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. >t 0 0 Z N Oar\ 4 �•�� �:V)MC Z 1 M QU-)-gypLn n. to •L V) 0 H� o- .-. rY U '4 Q 00 Z � WJ � t00 ��z w �Z� I-,00 orZ>- aU z >_ ;4 ��,zz: U q W 4 J LO n3rU8 o O� U�aozo O N -J LN Q .. w o 3 QQ VSYd' Q z 21 �m P�Z�2 i(3 LJJ w 8080 z U0 O r-i LL w�++U�Z� ao8 � N a N�oZ � OW rl � w aQ� � " z > ... O g Z J a SCALE : AS NOTED PLOT DATE : 12/7/2012 TECH: FFLORES VERSION NO. 106 JOB NO: 17-5177 SHEET NO. WP CD a) Gross ReteienceUSP Connectors N Q 6 O USP Florida Statewide EVaWafioo RQpoil Simpson Florida Statewidu Evaluation Report Product Approval No Basi, Stack No Product Approval No Basis C Ca Stock No N .� U .� (3)Cu � 0 O 3 .� Q L � o Q ._ L L U L vJ W I- O L W a (Dz J z J SHEET NO. PA 1.0 A3 FL17244.7 ESR-3455 A23 FL10446.2 ESR-2806 HD210.2 FL17232.3 ESR-3445 HU210-2 FL70655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU218 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET O _0 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 E5R-2549 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the Information and approval numbers on the building components listed below'rf E C)HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 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 0 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 product approval number for any of the applicable listed products. HD412 FL17232.4 ESR-3445 HU412 FL10855.45 ESR-2549 Category/Subcategory Manufacturer Product Description Approval Number(s) Teat Pressures HD610 FL17232.4 ESR-3445 HU610 FL10855.51 ESR-2549 U) Q HD0410 FL17241.5 ESR-3444 HUC0410 FL11488.77 SIM200804 1. EXTERIOR DOORS HGAIOKT FL17236.6 ESR-3448 HGAIOKT FL11470.4 SIM200803 A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.01-67.0 psf HGAMtOKT FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 ThemtaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf HHCP2 FLt 7238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 ThermaTru Fiber Classic I Smooth Star FL15000.7 +55.0/-55.0 psf HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 B. SLIDING General Aluminum Company Series 420l430 FL15332.1 - FL15332.5 +40.01-40.0 psf HTA20.18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 C. SECTIONAL Clopay Building Products Residential WindCode Doors WS (BX7) FL15279.37 +30.0l-32.0 psf HTT16 FL17324.1 Evaluation Report HTT18 FL11498.1 ES-0130 Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf H7745 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 Clopay Building Products Residential V1AndCode Doors W5 (BX7) FL15279.85 +38.0/-42.0 psi HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2673 Clopay Building Products Residential WlndCode Doors W8 (18X7) FL15279.102 +37.0/-41.0 psf HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2673 D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single &Pairs of Doors FL11537.1 NIA (see inst sht) HTW16 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2673 HT W20 FL7 7244.8 ESR-3455 HTS30 FL10456.26 ESR-267 3 2. WINDOWS HTW24 FL17244.8 ESR-3455 HTSM78 FL11473.11 SIM200802 A. SINGLE HUNG General Aluminum Company Series 1550l7570 FL15217.4 - FL15217.5 +50.0/-55.0 psf HTW30 FL17244.8 ESR-3455 HTSM20 FL71473.11 SIM200802 General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2673 B. HORIZONTAL SLIDER General Aluminum Company Series 1580/7590 FL15288.1 - FL15288.2 +40.0/-50.0 psi HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2673 General Aluminum Company Series 1980/7990 FL15288.3 - FL15288.4 +40.01-50.0 psf HUGT2 FL6223.3 Evaluation Report HUS210.2 FL10655.92 ESR-2549 C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A HUS212-2 FL17232.7 ESR-3445 HUS28 FL10855.96 ESR-2549 E. OTHER HUS26 FL17232.7 ESR-3445 HUS28-2 FL10855.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL70655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL77232.11 ESR-3445 LU526-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.173 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS26 FL17232.12 ESR-3445 LEGS FL10687.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST80 FL10852.7 ESR-2105 KLEG3 FL77241.15 ESR-3444 LSTA12 FL10852.4 E5R-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 Florida Metal Products, Inc Vent RV10 FL2075.1 N/A LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A LSTA30 FL17244.18 ESR-3455 LTT19 FL11498.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL17496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL17496.3 ER-130 LTS208 FL77219.3 ER-0200 LTS12 FL10456.29 ESR-2673 LTT131 FL17279.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL77244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 q34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 Town and Country Industries Safety Edge Stronn Panels FL12856.1 +54.0/-54.0 psf MP34 FL17244.23 ESR-3455 LS50 FL106.16 ESR-2606 All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2815 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA75 FL70852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA75 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL77244.26 ESR-3455 MTS12 FL10456.33 ESR-2673 MSTC52 FL17244.26 ESR-3455 MTS16 FL10458.34 ESR-2673 MT Wt 2 FL17244.8 ESR-3455 MTS 18 FL10456.35 ESR-267 3 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2673 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10868.12 ESR-2618 MUGT15 FL17240.5 ESR-3447 MBHA3.56116 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL101.4 ESR-2330 available to the inspector on the jobstte; 7) copy of the product approval, 2) the pertortnance characteristics which the product was tested and certified to comply with, 3) copy of NFM35X76U FL578.3 Evaluation Report GLTV3.516 FL10887.8 ESR-2615 the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during Inspection. PAU44 FL17239.73 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FLt 7219.4 ER-0200 H 1 FLt 0458.5 ESR-267 3 PHXU3516 FL17241.20 ESR-3444 H10 FL10458.6 ESR-2673 RFUS FL8223.5 Evaluation Report Ht0.2 FL10458.7 ESR-2673 RS150 FL17244.27 ESR-3455 H10A FL10458.6 ESR-2673 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2673 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2673 RT16A FL17236.10 ESR-3448 HS FL10456.15 ESR-2673 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2673 Z ICU RT4 FL17238.11 ESR-3448 H2.5A FL10456.12 ESR-267344 RT5 FL17236.11 ESR-38 HB FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2673 O RT7A FL17236.11 ESR-3448 SP2 FL10458.42 ESR-2673 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2673 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2673 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2673 O SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2673 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2673 SPTB FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2673 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTHB FL17244.32 ESR-3455 O ICU HHUS28-2 FL10655.3 ESR-2549 SPTHB FL77244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL71473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3SDS2.5 FL11470.7 SIM200803 UPHDB FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlenk Lap Siding FL13192.1 - FL13792.2 N/A B. SOFFITS Alaide Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psi C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (end AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21875.1 NIA POLYGLASS USA Polyglasa roof undertaymenta FL5259-R26 +N/AI-622.5 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16586.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.28 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.18 NIA F. OTHER 6. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steal Storm Panels FL15078.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 NIA 44 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES TIN Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truax Plates FL2797.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1844.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 NIA Weyerhaeuser Engineered lumber - TJI FL1830.1 - FL1630.11 N/A Weyerhaeuser [Level 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(5-518) FL5450.1 N/A Powers Steel, Inc. PowerBOXB Lintels FL11383.1 NIA 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 44 APPLICANT SIGNATURE DATE Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/9/2017 EL eitN 225-R3 Code Entity or Data Data Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated By Vall ate Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 08/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultents. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 5 e. &quot;Smooth-Star&quota and &quot;Benchmark by e/8 and 8M Opaque and Glazed Fiberglass Door with 12131/2021 No Yes No N/A Therma-Tru&quot; and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot;, 8quot;Construction 8/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A Series&quot; and &quot;Benchmark by Therma-Tru&quot; Transoms. With and without Sidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 Coda Entity or jype, Versio Manufacturer Contact Engineer& License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519.6566 Subcategory: Sectional Exterior Door Assemblies mwesterfieldoclopsy.com Compliance Method: Certification Mark or Listing FL#15279-R4 Products Page 1 of 1 1/9/2917 229 20 pate Pend Ina 2914 Validated §gWn= FBC ADDroval Approved Status Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 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 37 037 W5-09 PAN-2F151: 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 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, VIA NDCODE&#174; W5 Garage Door PSF 428, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 53 053 W5.16 PAN-217153: 84A, 94, 73, 75. 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (97' to 16'0" 05121/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 428, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 WO-09 PAN-2F153: 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 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF 102 102 WO-16 PAN-217153: 73, 75, 84A, 94, 42, 48, 42B, 488, Steel Pan (min. 25 ga.) Double -Car (9'2" to 162" 05/21/2028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9f2017 FL#152WR2 Code Entity or J2ets 121111 pate Pend Ind 121k I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 385-3300 PE-62514 (717) 317-8454 Subcategory: Horizontal Slider bsitiinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Sea # Product Model. Number or Name Product Descrlatlon Quality Assurance Contract Expiration Approved for Use Approved Date In HVHZ Outside for Use HVHZ Impact Resistant )Design Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/3l/2017 No Yes No N/A 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/3l/2017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/9/2917 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 FLAN 5000-R2 2292 Entity or QAIR 20 Date Pending )ate Tvpe Versio Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 08/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 29&1740 PE-43409 (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies rickv@rwbldgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Qualhv Assurance Approved for Use Approved for Use Impact Desion Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 a. &quot;Fiber-Classic&quot; or &quot;Smooth-Star&quot; 68#39;8 &quot; Non- Impact&quot; Opaque Fiberglass 12/31/2018 Yes Yes No N/A Door with &amp; without Sidelite(s) - Outswing (X OX or XO, OXO, XX, OXXO Configurations) FL#11537-R6 Code Iype Versio Manufacturer Revision 2014 CURRIES Division of AADG, Inc Category: Exterior Doors Subcategory: Exterior Door Components Compliance Method: Certification Mark or Listing FL#11537-R6 Products Sao # Product Model, Number or Name 1 607, 707, 727, 747, and 847 Single and Pairs of Doors 2 M, CM, and G Series Frames Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Nelson Kraschel UL LLC (641) 423-1334 nelson.kraschel@doorgro up.com Product Description Flush, Glazed, and Louvered single and pairs of hollow metal doors. Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868.4707 Page 1 of 1 1/192017 Die Date Date Pending Date Validated Valid Submitted FBC Approval Approved ,mug 07/21/2015 07/21/2015 07/27/2015 Approved Duality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ )Resistant Pressure 12/31/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/9/2017 FL#15278-R4 Code Entity or Data Date Date Pend Ina Date Type Versio Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory: Fixed bsitlinger@mwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Sea # Product Model. Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN Quality Assurance Approved for Use Approved for Use Impeg Design Contract Expiration Date In HIVHZ Outside HVHZ )Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/3l/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/9rzo17 FL#13192-R4 FL#15272-R1 Cod � Entity or tL Date Date Date Pend _ Data Code _ Entity o r a Date Pantllna Date i Type Verso �(� Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Versio IY1Te e Manufacturer Contact Enolnear & License se Validated By V FBC Aporovel Validated a ADD roved Status _ Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/2312015 02/19/2015 03/01/2015 04/15/2015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367.2526 Category: Panel Walls (330) 922.2389 PE-43409 (813) 767-6555 SubCategory: Siding pingsheng.zhu@jameshar Subcategory: Soffits nthompson@alside.corn Compliance Method: Evaluation Report from a die.00m Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FLAN3192 R4 Products FL#15272-RI Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Aooroved for Use Aooroved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure egg Product Model. Number or Name Product Description Contract Expiration Date In 14VHZ Outside HVHZ 8egjgtapj Pressure 1 Cempiank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot;2T&quot; Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 2 HerdiePlank Lap Siding fiber -cement lap siding 01101/2018 Yes Yes N/A N/A 2 b. &quot;Alliance T4&quot; Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A FLA15332-R3 Products Seq # Product Model. Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 4301440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 292 I= Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 9"e jypgVerslo Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products Ssa # Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-RI0 20A Lm Versio Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products lima Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96&quot;x98&quot; SERIES 420 ALUMINUM SGD REINFORCED XXX 143&quot;x96&quot; SERIES 420 REINFORCED ALUMINUM SGD OXO 146&quot;x96&quot; SERIES 430/440 ALUMINUM SGD XXX 143&quot;x80&quota NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143&quot;x96&quot Page 1 of 2 1/9/2017 Quality Assurance Approved for Use Approved for Use Impact Desian Contract Euplratlon Date In HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717) 365.3300 PE-82514 bsitlinger@mWd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 881/8X72 Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 2 1/9/2017 12& D" Date Pend Ina j?& Validated Submitted FBC Approval Aooroved Statue 06/30/2015 06/25/2015 07=12015 08/19/2015 Approved Quality Assurance Aooroved for Use Aooroved for Use Impact Desian Contract Expiration Date in HVHZ Outslda HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/3112017 No Yes No N/A 12/31/2017 No Yes No N/A 12/3l/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity o Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717) 385-3300 PE-02514 bsitlinger@miwd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/9/2017 BpiS Date Date Pend Ind Validated Submitted FBC Approval Approved Status 06/29/2015 06/19/2015 07/05/2015 08/19/2016 Approved Quality Assurance Aagroved for Use Aooroved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant )Pressure 12/31/2017 No Yes Yes NIA Florida Department of Business & Professional Regulation Pagel of Building Codes and Standards 1/9/2017 Product Approval Application Detail Entity � t or D Date Pend Ina Date j2St! Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Statute Mark Harrier Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval (610)651.5847 PE-59166 (964)772-6224 markd. harner@saint-gob ain.com Quality Assurance Approved for Use Approved for Use imoact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes NIA N/A architectural asphalt roof shingles N U L cn OCL N � U Cl) tL U 0 C CU -0 0- C 0 M O aCU 2 O O CU L.L p - CU > •� Cn -0 W E O 2 CD- ``V� J Q Q Z Z W J C: 0 all cm) ■ ari C ♦� V 0 ICU O 0_ U O C/) W �� U W V Q VL tl.l a O z J Z Q J Q. SHEET NO. PA 1 A FL#12328-R7 Products Sea # Product Model. Number or Name 6 No. 15 UL Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HV`HZ Outside HVHZ Resistant Pressure Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Search Criteria Code Version: 2014 FL fk 12328 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#2075-R7 9"1 c Versio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Sea # Product Model. Number or Name 1 RV10 FL#7849-R9 Code Type Verslo Manufacturer Revision 2014 Boral Roofing / MonierLRetile Category: Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL#7849-R9 Products Sao # Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 14 Saxon 900 - Country Slate, Shake & mP,Slate 15 Saxon 900 - Country rySlate, Shake, Slate &amp, Split Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FL#12856-R5 Code 1YPe Versio Manufacturer Revision 2014 Town and Country Industries, Category: : Shutters 9 Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12858-RS Products Sea # Product Model. Number or Name 1 not Aluminum Storm Panel 0.05ff 2 & uotSaEd e& uo Storm Panels ty q sty 9 q t; 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Entity or gate gale Date Pending 120 Contact Eno inser & License Validated By Validated Submitted FBC Approval Approved Status Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved (904)783-8400 (786)315-2590 clarkeflamoo.com Quality Assurance Approved for Use Approved for Us Im Pact Deslan Product Description Contract Expiration Date in HVHZ Outside MV Resistant Pressure RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Conct Enaineer & License Validated By Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker (602) 269-2288 (205) 854-0160 thomas.jemmeVi oral.co m Product Description Flat Profile - Stockton Flay Profile - Pr it Henderson e Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 v9/2orr Date Date Date Pend Inc Date Validated Submitted FBC Approval Approved Status 09/10/2015 08/25/2015 09/20/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/3l/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/3l/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/3l/2018 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or 26A cafe pate Pend Ina 20 Contact Engineer & License Validated By Validated ySubmitted FBC Approval Approved Emma Tom Johnston Frank I. Bernardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved (5) 49 9 4 3-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Product Description 0.050&quot; Aluminum Storm Panel with Optional Clear Panels &quot;Safety Edge&quot; Storm Panels, 28ga (0.018&quota&quota) Steel, 0.022&quot; Alum (Pert and Non-Perf), Clear Polycarb (Full and Hall) 24ga (0.0232&quot;) Steel Storm Panel with Optional Clear Panels 050&quot, Aluminum Non -Porous Hinged Storm Panel Quality Assurance Contract Expiration Date Approved for Use in HVHZ Approved for Use Outside HVHZ Impact Resistant Deslan Pressure 12/31/2018 No Yes Yes N/A 12/31/2018 No Yes Yes +54/-54 12/31/2018 No Yes Yes +100/-100 12/31/2018 Yes Yes Yes N/A FL#21675-RO 2292 T­ Verslo Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing SubCategory: Underlayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products Sea # Product Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-Rl Code I= yWjg Manufacturer Revision 2014 Lomanco, Inc Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-Rt Products Sea # Product Model. Number or Name 1 Deck-AirT DA-4 2 OmniRidge&#174; iPRO Vent PRO4-N FL#15076-R3 Co Twe Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076-R4 220 Tvoe Versio Manufacturer Revision 2014 Global Protection Products LLC. Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products Seo # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#17869-RO Cod Type Versio Manufacturer New 2014 All American Shutters and Glass Category: Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-RO Products Sea # Product Model. Number or Name 1 229a, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 2/6/2017 Entity r gale gate pate Pend Ina gale Contact Enaineer & License Validated By Validated Submitted FEC ADoroval Approved Status John Cheslak Intertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 (904) 240.1382 Inc. NA, Inc. john.cheslak@hgwrap.co (804) 520-3321 m Quality Assurance Approved for Use Approved for Use Impact Deslan Product Description Contract Expiration Date In HVKZ Outside HVHZ Resistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity or Date gate Date Pend Ina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved (501)982-8511 PE-31242 (717)317-8454 acarter@lomanco.com Quality Assurance Approved for Use Approved for Use Impact Deslan Product Description Contract Expiration Date in HVHIZ Outside HVHZ Resistant Pressure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.51-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or )fit$ Da1e pate Pend Ina 2e1e Contact Enaineer & License Validated By Valldatea Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE O5/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved (954)689-7545 PE-44167 (954)772-6224 tim,robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Jjggj= Pressure Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or 20 Date Date Pend Ina gate Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr. P.E. PE 1 John W. Knezevich,212112016 12I2112018 Validated (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/3l/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steal Storm Panels retained 1213112017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1192017 J=nYnv or Date Date Pend Date Contact Enaineer & License Validated By ValidatedSubmitted FBC Aporoval Aoroved Status Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved (561) 712-9882 PE-0046549 (954) 394.8521 mi keb@allamericansh utte rs,com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5219-R3 2212 Tvoe Versio Manufacturer Contact Engineerr� & License Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category: Roofing (813)248.3456 PE-31242 Subcategory: Roofing Accessories that are an flvalidation@yehoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL95219-R3 Professional Engineer Products Sea # Product Model. Number or Name Product Description 1 1- &quot,Flat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 8&#39;, 88#39;, or 10&#39*, Wide Off Ridge Vent Attached to Wood Deck 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 5&#39;, Tile&quota 88#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 3 3- &quot;Standard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, for Shingles&quota 88#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck FL#16588-R1 9"1111 I= Verslo Manufacturer Affirmation 2014 O'Hogin Manufacturing, LLC Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16588-R1 Products Sea # Product Model, Number or Name 1 O&#39;Hagin&#39;s Cloaked Vent Tile FL#15088-R1 Code Tvoe Verslo Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters Subcategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15088-R1 Products Sea # Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1999-R5 �$ jype Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999-R5 Products Sea # Product Model. Number or Name 1 ITW BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Validated By Steven M. Urich, PE (717) 317.8454 Page 1 of 1 1/92017 .0 20 pate Pend Ina gate Validated Submitted FBC Approval Approved Status 05/01/2015 04/29/2015 05/10/2015 08/23/2015 Approved Quality Assurance Contract Expiration Date 12/31/2019 Approved for Use In HVKZ No Approved for Use Outside HVHZ Yes Impact Resistant No Design Pressure N/A 12/31/2019 No Yes No N/A 12/31/2019 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity or PBIe D3ts pate Pend Ina gate Contact Engineer & License Validated @v Validated Submitted j BC Approval Approved Status Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 Approved (707) 872-3820 (305) 868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or D Date gate Pend Ina 20 Contact Engineer& License Validated By Validated Submitted FBC ADoroval Approved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim. robinsonCogppent.com 9 vetl for s Quality Assurance AmNy Use Approved for Use Impact Design Product Description Contract Exptretion Date In-HVHZ Outside HVHZ Resistant ipressure Coated Polyethylene Fabric Panels retained by tracks 12131/2017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards 1/9/1017 Product Approval Application Detail Entity or 20 gate Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved ,Mettle Stuart Lewis ]CC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03120/2015 03/29/2015 Approved (847) 918-6473 (407)681-1917 sloWs@alpineitw.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12/31/2020 Yes Yes N/A WA Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes N/A WA Metal Connector Plate 12/31/2020 Yes Yes N/A N/A N N 2 -o L Q � © OfL !`CU .� U -� C C CCf O M Fn O 0 ca.O O 00 An -p CU .n VJ Q a Z Z W J C/) CIO C: 0 CIO -4-0 -6—a cn a)) V / 0 M 0 C CL U CIO O +J L CL MM W L) r) LL W Q Z J Z Q J SHEET NO. PA 1,2. N p� N a CO O C Cd�— Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 �� V .6-0 (q .� Building Codes and Standards 1/9/2017 Building Codes and Standards 1/902017 Florida Department of Business & Professional Regulation Page 1 of 1 C = (a C Building Codes and Standards 1rorzo17 Q -Q (� � � Product Approval Application Detail Product Approval Application Detail C Q Q •0 FLs2197-RS FL#1844 R4 Product Approval Application Detail 0 Q a Q FL#1646-R4 � C 0 ` Ve=io for j� jet Date Pending 20 SrM ApIKK j� 20 Date Pending j Q _11-0Manufacturer Contact Engineer & License Validated By Ya114alasi. SUbMftg FBC Approval &W&ytft A mm jypt Verelo Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Apt am am Entity o Date Pending � � � Q > Revision 2014 M7ek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 08/11/2015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved I1(pt YM 1,4 manufacturer %ffitacJ; En liar& License Validated By FBC Apbroval Appjgy� � E Q Category: Structural Components (314) 851.7480 LLC. Category. Structural Components (541) 8284Y" Wood Association Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05I2712015 OS/OB/2015 06/02/2015 Approved L 22 Subcategory: Truss Plates dwertQmii.00m (205) 599-9800 SubCategory: Engineered Lumber roberttaylorabc.00m (253) 620.7487 Category: Structural Components (541) 826-0200 Wood Association Q CU Q d Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCatagory: Engineered Lumber roberttaylor@bc.com (253) 820.7467 � C ��/)+ �- Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a VQ PLta2187 R5 Products FL91644-114 Products Product Evaluation Entity FL*1646-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact !?colon Ep,E Product Model. Number or Name Product Descrption Contract Expiraton Date in KVNZ outside HVHZ Resistant Pressure Sa # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 M18SHS 18 ga. super high strength truss connector plate 12(31/2017 Yes Yes WA WA 1 Versa -Lam Laminated Veneer Lumber 01/01/2035 No Yes WA WA § #• Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mil 18 16 ga. truss connector plate 12/31/2017 Yes Yes WA WA 1 AJS Joists Wood &quot;l&quote; Joists 01/01/2035 No Yes N/A WA 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A WA 4 MT20 20 ga. truss connector plate 12/31/2017 Yes Yes N/A WA 5 MT20HS 20 ga. high strength truss connector plate 12/3l/2017 Yes Yes WA WA Search Criteria Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards 1/W017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 102017 FL#6527 RB Sr.M Entity 20 !� Date Pending 299 Product Approval Application Detail Florida Department of Business &Professional Regulation Pape t d 1 La Valle Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved ai$It Building Codes and Standards 1/a/2017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E 07/08/2015 05/12/2015 07/30/2015 Approved FL#1d8-R7 Category: Structural Components (253) 924-40U (W8) 839-1344 Product Approval Application Detail SubCategory: Engineered Lumber jim.andemon2"yedhoe 291111 Entity or 10 yeas Date Pending 20 Compliance Method: Evaluation Report from a user.can Imo! YBLW Manufacturer Contact Engineer & License Velldated By Validated Submitted FOG Approval Approygd ,$taut Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/1=015 02/24/2015 03/16=15 Approved FLX1030 R8 JJ.#9527-RB Products Category: Structural Component (813) 621-4841 (/88) 315-2590 gptlg EntIN or ) 20 Date Pending 20SubCategory: Products Introduced as a Result of cparrinoocatecrete.eom I1t7�1 Vereio manIdistLI r Contact � Validated By Validated j FBC Approval Approved2=1 Qualtty Assurance Approved for Use Approved for Use Impact lltalgp New Technology Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/08/2015 05/12/2015 07/30/2015 Approved Aft" Product Modal. Number or Name Product Description Jn HVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing Category: Structural Component (253) 924.4084 (W8) 839.1344 1 ILevel Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes WA N/A FL#15"? Products Subcategory: Engineered Lumber jim.andsrson2Qweyerhae board Rim Board Compliance Method: Evaluation Report from a user.ean 2 Miaollem LVL Laminated Veneer Lumber 03/3112017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use lmpas<S Design 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A WA Ace Product Model. Number or Name Product Description Contract ExpIMVon Date In HVHZ Outside HVHZ Rlelefant Pressure Product Evaluation Entity 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A WA 1 High Strength Concrete Lintels 4, 8, 8, and 12 inch wide lintels 06/21/20le Yes Yes WA WA FL#1630 R8 Producls Quality Assurance Approved for Use Approved for Use Impact Epp FL#6527-R7 MIKE Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Code Entity or 1 i Date Pending 20 0t Entity or 20 ) Date Pending 20 1 TJI 110 Prefabricated Wood t Joist 03/3112017 No Yes WA N/A jypt Versic Manufacturer Contact Fnnlnaer &License Validated By V ,Submitted FBC Approval Approved ,�Ng Iypt Verslo Manufacturer Contact Engineei nse r LiceValidated By validated FBC Approval Approved 111W 2 TJI 210 Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E 10/31/20le 10/25/2016 11/05/2016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/08/2018 04Q9/2018 05/06/2016 Approved 3 TJI 230 Prefabricated Wood I -joist 03131/2017 No Yes WA N/A Category: Structural Component (253) 924.4084 (808) M1344 Category Structural Components (813) 621-4641 4 TJI 3W Prefabricated Wood I -joist 03/31/2017 No Yes WA N/A eg m Po (788) 315.2590 5 TJI 5W Prefabrieeted Wood I -joist 03/31/2017 No Yes WA N/A Subcategory. Engineered Lumber jim r.cornson2�weyerhae NevvToegory: Products Introduced as a Result of c rein pe oQcastcrete.com Compliance Metltod:EvaluatlonReport from a ueer.com NewTechno 8 TJI/5WD Prefabricated Wood I -joist 03/31/2017 No Yes WA WA Product Evaluation Entity Compliance Method: Certification Mark or Listing FLAW27-R7 Products FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design Quelhv Assurance Approved for Use Approved for Use Impact Design ie49 ]� Product Model, Number or Name Product Description Contract Expiration Date I¢tlV`HZ Outside HVHZ Resistant Pressure AW Product Model. Number or Name Product Description Contract Expiration Date Its HVHZ Outside HVHZ Resistant Pressure 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes WA WA 1 High Strength Concrete Lintels 4, 8, 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 WA WA 3 TimberStrand LSL Laminated Strand Lumber 03131/2017 No Yes WA WA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes WA WA board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes WA N/A Florida Department of Business & Professional Regulation Page 1 d 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/K017 Florida Department of Business & Professional Regulation Building Codes and Standards IM017 Product Approval Application Detail Building Codes and Standards 4 FLff5440-ft5 Product Approval Application Detail Product Approval Application Detail FL#1774-R4 22" Enkm 20 291 Date Pending 20 FL#1130344 I= yoft jyany Fnpinner & LJeense Validated By Validated Submitted FBC Approval App1IIYffi $feria Dam Pending Sr20 Emit or 20 21M Date Pending j0 %4Sle Entity or !� !� J� Revision 2014 Powers Steel Inc. William powers Steven W. Schaub SAMUEL A. 03/ZB/2015 03/23/1015 03I30/2015 08/23/2015 Approved Engineer & License Validated ev I=ys=io Manufacturer � Engineer & License Validated By Validated FBC Approval Approved Jjyt I= Ylri1,R Manufacturer Contact FBC Approval CategoryStructural Component (802) powers is PE 60509 GREE 45-016 RE, Revision 2014 Powers Seel Inc. willism powers Steven Schaub SAMUEL A. 03/28I2015 03/23/2015 03/30/2015 08/2 Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Florida Engineering 07/03/2015 08/24/2015 08/20/2015 08/28/2015 Approved Subcategory: Product Introduced as a Result of billQpowerastel.com (813) 645-0188 pOVide Category: Structural Component (813) 659-3707 PE-80122 Solutions New Technology Category: Structural Component (802) 437-i160 PE-80500 GREENBERG, RE, Subcategory: Products: Introduced as a Result of precastgatorCilyahoo.00m (352) 588-5311 Compliance Method: Evaluation Reportfrom a Su Category: Products Introduced as a Result of blll(gpowersstesl.com (813) 845-0166 Now 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 Ipngect JDesign FL#113 3-R4 Products Eap,E Product Model. Number or Name Product Description Contract Expiration Data 111h iZ Outside HVHZ Resistant pressure Quality Assurance Approved for Use Approved for Use Impact 2211M 1 PSbox8LT, PSbox&T(5.5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes WA WA Quality Assurance Approved for Use Approved for Use Inc Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure consisting of preformed steel lintels combined with AW Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes WA WA concrete masonry unit, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards SM&2017 Product Approval Application Detail fJ 2291111 Entity or 20 20 Data Pending 20 I1r7?! Version Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval ApprQyi °aaatut Revision 2014 POLYGLASS USA James Akins Robert Nieminen John W. Knezevich, PE 03/22/2017 03/13/4017 03/22/2017 06/13/2017 Approved Category: Roofing (570) 384.1230 PE-591e8 (954) 772.8224 Subcategory: Underloyment jaklnsCpoyglass.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Quality Assurance Approved for Use Approved for Use IM= Design I ng Product Model. Number or Name Product Description Contract Expiration Data Jn-HVHZ Outside HVNZ Resistant Pressure 1 Polygloss Roof Underlayment Roofing underlalymonts 04/24/2018 No Yes WA +WA/.822.5 Search Criteria Code Version: 2014 FL 8t ALL Application Type: ALL Product Manufacturer. POLYGLASS USA Category: Roofing subcategory: Undedayment Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL SHEE PA. �S 3 � 5� �G fads, mac( S1"