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Sedona T 24 19 Edwards sanding SENA SCANNED BY St. Lucie County Address � 191— 91 y I 1U 16,tfi FA-LL C—I 2CL 5' Permit number Dcsc ipdor _shop ra W �� �nui e w — irus� JUL ?5 'J Permit,"nrj Page I of I — 7-- 2- 0 JUL 25 2018 Pernnittin7 Department St, Lucie County, FL Fort Pierce Utilities Authority 206 S 6th Street Fort Pierce, FL 34950 SCANNED Receipt, Number: PYMT00005555603 BY Receipt Date: 10/18/2017 St. Lucie County customer ID: 250040 Location ID: 10007193 On Behalf of: EDWARDS LANDING, LLC 2324 CONGRESS AVE STE 2E WEST PALM BEACH FL 33406-7668 USA Re Service Address: 2503 EDWARDS RD PVT LIFT STA FORT PIERCE FL 34981 USA Total Amount Received by Check $5,000.00 r Fort Pierce Utilities Authority 206 S 6th Street Fort Pierce, FL 34950 On Behalf of: EDWARDS LANDING, LLC 2324 CONGRESS AVE STE 2E WEST PALM BEACH FL 33406-7668 USA Receipt Number Receipt Date: Customer ID: Location ID: Re Service Address: PYMT00005555602 10/18/2017 250040 10007193 2503 EDWARDS RD PVT LIFT STA FORT PIERCE FL 34981 USA Total Amount Received by Check $215,906.55 3601-A Crossroads Parkway Fort Pierce, FL 34945 404817490 Gale Insulation APR 2 9 2019 Permitting Department) St. Lucie County, FL INSULATION INSTALLATION CERTIFICATE BUILDER: Edward's Landing, LLC SUBDIVISION: Sedona Apartments JOB ADDRESS: 3185 Nightfall circle CITY: Fort Pierce PERMIT#: 1805-0365 LOT/BLOCK: Bldg 20 The undersigned hereby certifies that insulation has been installed in the above property as follows: 1. Exterior CBS walls have been insulated with Reflective Foil to thickness of .75" inches, which according to Fi-Foil Company will yield an "R" value of 4.1 2. Ceiling Area (flat) has been insulated with Fiberglass Blow to a thickness of 10.375" inches, which according to Knauf will yield an "R" value of 30 3. Ceiling Area (vaulted) has been insulated with to a thickness of inches, which according to will yield an "R" value of 4. Interior knee walls have been insulated with to a thickness of according to will yield an "R" value of 5. Garage common walls adjacent to conditioned living space have been insulated with to a thickness of inches, which according to General Contractor/Builder Signature inches, which will yield an "R" value of Insulation Contractors Signature License # CGC1512179 THE AFFIANT, Jeremy Theisen IS PERSONALLY KNOWN TO ME. Sworn to and subscribed before me this 26th day of April 2019. Notary Public, State of Florida Wit: �CN`7' CRS t7: 1 F-zrypub [ Rieof f1o'ida ��• C imiss nar�.'.S�JI1 y M. ExLl(tt °t29, 2021 Broan F402422 Biscuit on Biscuit 190 CFM 24" Wi''--',iel'Under Cabin ... ters and Axial Fan from the EconcC )Ilection - VentingDirect.com 4/25/18, 7:15 AM r-� t-y-1 Ventin Direct.ICO 1 )w What are you shopping for? Search Cart - o item. A Bulki,com Network Site — — A > Brands > Broan > Brim Range Hoods > Broan Under Cabinet Range Hoods > Broan F4024 Broan F402422 Biscuit on Biscuit 190 CFM 24° Wide Steel Under Cabinet Ranee Hood with Washable Filters and Axial Fan from the Economy Collection Item d bc1417566 podel d F4024221Eoonamy Collection BRAMAN SCANNED BY ;t. Lucie County i I Click to Zoom Spring Sale Discount already applied. No Coupon Necessary Offer Ends 04-3g-2018 $48.14 Originally $141.00. You Save 66% Finish: Biscuit on Biscuit Free Shipping on orders over $199.001 (16)— Write a Review 381n Stock Leaves the Warehouse In 2 to 3 business days (Change Zip) Quantity. Add to Cart Broan F4024 Replacement Parts i Return Policy Buy Now, Take 12 Months to Pay On orders of $1.000 or more W0h the Build.com Credit Card Sr Apply Now People Who Viewed Broan F4024 Also Viewed 1/ 3 Broan 4124 Zephyr AK1124 Broan 4130 Broan 3724 Broan F4042 Broan 4024 (31) (4) (216) (3) (50) . (2) Starting at $44.99 Starting at $199.00 Starting at $43.99 Starting at $46.90 Starting at $66.69 Starting at $47.44 https://www.ventingdirect.com/broan-f4024-190-cfm-24-wide-steel-un...7lntcmp=revs-category-page.rrl-CategoryTopSellers-Broan-broanf4024 Page 1 of 2 Broan F402422 Biscuit on Biscuit 190 CFM 24• Wf' ^seal Under Cabin ... ters and Axial Fan from the Econr,- ,ollection - VentingDirect.com 4125118, 7:15 AM specifications Reviews 16 Product O8A 3 retures: • Includes a mbust 190 CFM axial fan, Ideal for quickly clearing your kitchen o1 residual hem and unwanted air pollution. • Dishwasher safe and easy to replace aluminum mesh filtem trap and remove unwanted contaminants such as grease and food residue. • Bathe your wok top in the warts glow of a single incandescent bulb (bulb not Included). • Functional 2-speed rocker controls provide for unparalleled mastery of your kitchen environment • Beautiful painted steel or stylish stainless steel construction available. • Enjoy the convenience of a convertible ventilation system - clean and circulate internal air while maintaining kitchen temperatures and saving on heming/ccoling bills (Model S97007696). • Home Ventilating Institute HVI) certified. • Underwriters Laboratories NU listed. Product Technologies: • Convertible Range Hood: Convertible range hoods can function either as a ventilated iducte) or recirculating unit. The primary benefit being that it allows for the broadest compatibility across multiple kitchen environments. A convertible unit can be made into recirculating typically through the purchase of a recirculating kit. Convertible units don't compromise their efficiency or functionality between dusted or re-cl=Iming configurations. leaving the choice entirely dependent on what's the most convenient for the end user. Speeilicetions • CFM: 190 • Width:24- • Depth: 17-1/2' • Height' 6' • Height Above Cooktop: I S' • Voltage: 120 • Sones: 6.5 • Blower Speeds:2 • Ducting: 7- Round or 3-1/4' x 10' • Motor Type: Axial Fan .,induct Variations: t F4024 (This Modell: 24' Wide F4030: 30' Wide F4036:36' Wide • F-4042.42' Wide Additional Breen Links • View the Manufacturer Warranty • Bmwse All Bman Products • Bman C-conomy Collection This product is listed under the following manufacturer number(s): Breen F402408 Breen F402422 Almond Biscuit on Biscuit Bman F402402 Bman F402423 Bisque Black Bman F402404 Bman F402401 Stainless Steel While • Bman F402411 White on White Manufacturer Resources Installation Guide Specification Sheet Indoor Air Quality Graphic Related Broan Categories Breen Range Hoods Bman Bath Fans Bman Indoor Air Quality Filtration Systems Broan Attic Fans Bman Heaters Breen Trash Compactors and Accessories Featured Replacement Filers by Bman https://www.ventingdirect.com/broan-f4024-190-cfm-24-wide-steel-un...lntcmp=recs-category_page.rri-CategoryTopSellers^groan-broanf4024 Page 2 of 2 BR.II. w ' F40000 SERIES TWO -SPEED 4-WAY CONVERTIBLE RANGE HOOD Constructed with quality and good looks,the F40000 is superior to the competition whether ducted vertically, horizontally, or non -ducted. FEATURES • Two speed fan control • Polymeric blade and light lens (accepts up to 75W bulb) • Washable aluminum filter • Converts to non -ducted by removing cover plate from front of hood and installing the non -ducted filter (purchaseseparately) • Mite red sides and hem me d bottom for safety and good looks • 3%" x 10" damper/duct connector included • 7" round duct adapter plate included. 7" round damper purchase separately. Contemporary styling in White, Almond, Biscuit, Black, and Stainless Steel • Available in 24, 302, 36" and 42" widths SPECIFICATIONS VOLTS AMPS RPM CFM BONES DUCT 120 2.5 2850 160 6.5 3t/4" x 10" (H) 120 2.0 2850 160 6.5 3Y4" x 10" (V) 120 2.0 2850 190 6.5 7" Round (V) 120 2.0 2850 — — Non -ducted SPECIFICATION SHEET L7111111�1 I I I I I �l N 0_.. 0��W TYPICAL SPECIFICATION Range hood shall be Broan Model F40000. Unit shall be convertible between ducted using a washable aluminum filter (included) and non -ducted (purchase non - ducted filter separately). Motorto be permanently lubricated. RPM not to exceed 2850. Unit shall have a two -speed fan switch with separate light switch. Sides shall be mitered and bottom edge hemmed - with no sharp edges. Air delivery shall be no less than 160 CFM and sound levels no greater than 6.5 Sones (3t/a° x•10" horizontal and vertical discharge) or 190 CFM at 6.5 Sones (7" round discharge). All air and sound ratings shall be certified by HVI. Unit shall be U.L. listed. HVI-21DO CERTIFIED RATINGS comply with new ® tasfngtechnologiesandp=edumspmwdbedbythe r r 111113� Homa ng done ance ��' avallableto nnance ets. product performance Is mteea t 0.1l n. static pros um, based Is rated et 0.1 in. static pressure, based on tests O ■ L conducted in a state-of-the-art test laboratory. Sones CERTIFIED are a measure of humanly-pemeh,edloudness, based an laboratory measurements. ' carter iom tmr roiu,tl b WWm �.�/ Broan-NuTone LLC, 926 West State Street, Hartford,, WI 53027 (1-800-637-1453) REFERENCE OTY. REMARKS Project Location Architect Contractor Submitted by Date 0+n nnnaannnc F40000 SERIES 4-WAY CONVERTIBLE RANGE HOOD IMPORTANT For Non -ducted (Ductfree) Installation: a) Purchase non -ducted filter separately. b) Remove and discard damper/duct connector and lower cover (See Step 4) in "Prepare the Hood Page 2. c) Follow all steps except steps Inside dotted lines. For Ducted Installation: r- - - - - - - - - - - - - I LFollow all steps, Including steps Inside dotted lines. - - - - - - - - - - - J A INTENDED FOR DOMESTIC COOKING ONLY. A WARNING A TO REDUCE THE RISK OF FIRE, ELECTRIC SHOCK, OR INJURYTO PERSONS, OBSERVETHE FOLLOWING: 1. Use this unit only inthe manner Intended bythe manu- facturer.If you have questions, contact the manufacturer at the address or telephone number listed in the war- ranty. 2. Before servicing or cleaning unit, switch power oil at service panel and lock the service disconnecting means to prevent power from being switched on accidentally. When the service disconnecting means cannot be locked, securely fasten a prominent warning device, such as a tag, to the service panel. 3. Installation work and electrical wiring must be done by a qualified person(s) in accordance with all applicable codes and standards, including fire -rated construction codes and standards. 4. Sufficient air Is needed for proper combustion and exhausting of gases through the flue (chimney) of fuel burning equipment to prevent backdrafffng. Follow the heating equipment manufactureYs guideline and safety standards such as those published by the National Fire Protection Association (NFPA), and the Amedoan Society for Heeling, Refrigeration and Air Conditioning Engineers (ASHRAE), and the local code authorities. S. When cutting or drilling into wall orceiling,donot dam- age electrical wiring and other hidden utilities. 6. Ducted fans must always be vented to the outdoors. 7. Do not use this unit with any solid-state speed control device. 8. To reduce the risk of fire, use only metal ductwork. 9. Use with approved cordconnecdon kit only. 10. This unit must be grounded. TO REDUCETHE RISK OFA RANGETOP GREASE FIRE: 1. Never leave surface units unattended at high settings. Boilwers cause smoking and greasy spillovers that may ignite. Heat oils slowly on low or medium settings. 2. Always turn hood ON when cooking at high heat or when cooking flaming foods. 3. Clean ventilation fans frequently. Grease should not be allowed to accumulate on fan or filter. 4. Use proper pan size.Ahvays use cookware appropriate for the size of the surface element TO REDUCETHE RISK OF INJURYTO PERSONS INTHE EVENT OF A RANGE TOP GREASE FIRE, OBSERVE THE FOLLOWING:' 1. SMOTHER FLAMES with a close -fitting lid, cookie sheet, ormetal tray, then turn off the burner. BE CARE- FUL TO PREVENT BURNS. If the flames do not go out immediately, EVACUATE AND CALL THE FIRE DEPARTMENT 2. NEVER PICK UP A FLAMING PAN - You may be burned. 3. DO NOT USE WATER, including wet dishcloths or towels - a violent steam explosion will msult. 4. Use an extinguisher ONLY if: A. You know you have a Class ABC extinguisher and you already know how to operate it. B. The fire is small and contained in the area where it started. C. The fire department is being called. D. You can fight the fire with your back to an exit Based on "Kitchen Fire Safety Tips' published by NFPA. BR44S VIPANA EXTRACTORA 4-WAY CONVERTIBLE SERIE F40000 IMPORTANTE Pam instalaci6n sin ducto: a) Compm el filtro sin conductos sepamdo. b) Quite y descarte of conector del regulador/ducto y to tape de to rejilla (V6ase peso 4) en la Pdgina 2I tulada "Prepare of extractor' c) Siga todos los pesos excepto de los pasos dentro las Ifneas suspensivas. Pam instalacl6n con ducto: rSiga todos Ios pasos incluyendo Ios pesos denim de last LIfneas suspensivas. - - - - - - - - - - - - J A PREVISTO PARA COCINAR DOMESTICO SOLAMENTE. A ADVERTENCIA A A PARA REDUCIR EL RIESGO DE INCENDIO, CHOOUE ELEC- TRICO, O LESION A PERSONAS, PROCURE LO SIGUIENTE: 1. Utilice esta unidad s6lo an to manera prescrim por at fabricante. Si gone usted alguna pregame, comunfquese con at fabdcante a la direcc16n o at tel6fono indicados on la garanda. 2. Antes de limpiar o de poner an serviclo to unidad, apague ' el Inlenuptor an el panel de servicio, y asegure of panel de servico pare evitarque se encenda aoddentalmente. Cuando of dspmitivo pare desconectar el servicto el6ctrico no puede ser cemado con alg6n tipo de traba, sujete fuertemente at panel de servicio, una etiqueta de advertencia prominente. 3. Todo tmbajo de instalaci6n y cableadb ei6ctico debe car malizado por personal calificado y de acuerdo con todos los c6digos y normas perfinentes, Incluyendo los c6digos y names relacionados con construccl6n clasificada pare mcendic 4. Aire sullciente as necesario pare facilltar la combusti6n adecuada y Is salida apropiada de gases por Is chimenea de la unidatl y pare eviler comentes de aim invertidas. Siga Ices Instmcciones y medidas de seguddad del fabdcante del equipo y de las sociedades profesioneles de equipos de 'calentadores y Too reglamentos de seguddad locales. 5. A cedar o pedorar la pared o of techo, no dahe at cableado electrico u otros servicins Nblicos ocultos a to vista. 6. Los abanicos con ducto debemn sampre toner una salida hacia of exterior. INSTALLER: Leave This 7. Noutilice esla unidad en conjunto con cualquier disposidvo de control de velocidad tle estado s611do. Manual With S. Para reducer at desgo de incendo, use s6lo duclos de metal. 9. Uso con of kit aprobado del la conex16n de to cuerda Homeowner. solamente. The 10. Este unidadse debe instalarcon fierra efectiva. HOMEOWNER: PARA REDUCIR EL RIESGO DE UN INCENDIO POR GRASA EN EN LA ESTU Use and Care Information 1. Nunca deje sin atender las unidades tie superficie cuando tengan ajustes altos. Los rebores pueden provocar humo y derrames grasosos qua se pueden incenclar. Caliente on Page 5. lentamente el aceile an un ajuste bolo o medo. 9 2. Siempre ENCIENDA Is campana cuando cocine con alta temperature o cuando cocine alimentos qua se puedan Incendiar. INSTALADOR: Deje este 3. Li9pie con frecuencia Ios ventladores. No debe pennitir qua to rasa se acumule an of ventilador at an of filho. manual con el dueno de 4. Utilice un sart&n de tamano adecuado. Siempre ualice of ulensilio adecuado at tamano del eiemento de superficie. PARA REDUCIR EL RIESGO DE LESION A PERSONAS RE - la DUENO DE LA SULTADO DE UNDCUMULADA Casa. PROCURE SIGUENTE HORNILLASE CASA: Information acerca 1. AHOGUE LAS LLAMAS con una tape a ustada o charola de metal, despu6s apague la homilla. TENGA CUIDAOO A RN del use y los cuidados en DE EVITAR OUEMADURAS. Si las llamas no se apagan de Inmerfiato, EVACUE Y AVISE A LOS BOMBEROS. 2. NO LEVANTE NUNCA UNA SARTEN OUE ESTE EN la Paglna 5. LLAMAS- Usted se podrA quemar. 3. NO UTILICE AGUA, incluyendo toallas de cocina mojadas - puede resultar una explosion de vapor violenta. Register your product Online at: 4• Uttlice un extinguldor SOLAMENTE si: www.broan.com/register A. Usted Babe qua Gene un exdnguldor de close ABC y to sabe utilizar. B. EI incentlio es pequedo y contenitlo dentro del ' Area donde se Inici6. Registee su producto en I(nea C. Los bomberos han sido avisados. en: www.broan.com/register D. Usted puede combatir el incentlio con one salida a su espalda. CAUTION A 1. For Indoor use only. 2. For general ventilating use only. Do not use to exhaust hazardous or explosive materials and vapors. 1. To avoid motor bearing damage and noisy and/ or unbalanced Impellers, keep drywall spray, construction dust, etc. off power unit. 4. Your hood motor has a thermal overload which will automatically shut oft the motor if it becomes overheated. The motor will restart when it cools down. If the motors xtbr ues to shul off and restart, have the hood serviced. S. For best capture of cooling Impurities, your range hood should be mounted 18-24' above the cooking surface. 6. Please read specification label on product for further information and requirements. TOOLS AND MATERIALS REQUIRED TOOLS ❑ Drill, electric or ratchet drive ❑ 1.1/4"Spade bit Cl Common head and Phillips head screwdriver ❑ Pliers ❑ Tape measum or ruler and pencil rFor Ducted Installations ONLY: -1 ❑ Saber saw or drywall saw L❑ Metal snips _ _ _ _ _ _ _ J MATERIALS ❑ Electrical wiring and supplies of" to comply with local codes r❑ Roof or wall cap , I❑ Roof cement or caulk ❑ Duct and duct tape _ J .or Installation on Kitchen Cabinets with Recessed Bottoms Only. ❑ TWo 1' x 2' x 12" (approximate length) wood ships (pumhase locally) ❑ Four 1-1/4' long flat head wood screws (purchase locally) to fasten strips to cabinet bottom PLANNING DUCTWORK INSTALLATION Begin planning ductwork bydedding where the duclwill ran between the range hood and the outside. For best performance, use the shortest possible duct run and a minimum number of elbows. Them am several choices shown- FIGS.tA-lE. In more complex ducting situations, a 3-1/4" rectangular ducting range hood can be converted to a round duct by means of a transition. FIG. IA. Ducling directly through the wall (for range hoods mounted on an exterior wall). Shown are two ways to duct through an outside wall. If a wall cap is used directly o0 the back of the hood, special cam must be taken to make sure that the damper In the damper/duct connector on the hood and damper In the wall cap do not interfere with each other when the hood is operat- ing. This could result in either Inadequate air delivery or back drafts If this condition does exist, remove the hood damper flap. Sometimes when using a wall cap It is easier to duct vertically and then use an elbow as shown In FIG.1 B. FIG. 1C. Ducting straight up through the roof using 3-1/4" x 10' rectangular duct. (For single story Installations.) MG. 1D. Ducting between the ceiling joists (for multi. 'ory installations) or through the soffit space above the binels (where the soffit connects to an outside wall). AG.1 E. Straight up through the roof using 3-1/4'x 1W to w round duct transition and 6' round duct (for single - story installations). FIG. IF. Straight up through the mot using T round duct (for single -story installations). FIG. 1A WALL CAP 639 OR 649 CASOUETE DE PARED 639 0 Us FIG. 1B WALL CAP 639 OR 649 CASOUETE DE PARED 6390649 3.1".. 10'DUCT4ol DUCTO DE 3.1/4' x 10-401 FII ROOF CAP 040R 644 CH 611DE TECHO 834O 644 /4'x tar DUCT 401 CTO DE /4'x 10.401 FIG.1D ADJUSTABLE ELBOW 419 WALL CAP 641 CODOAIUSrABLE419 CASOUETE DE PARED 641 6* ROUND DUCT 406 3.1/4x 10'TOE DUCTO REDONDO DE ROUND DUCT 6' 406 TRANSRION 411 TRANSICION DE 3-1/4'x VA UN DUCTO REDONDO DE 6'411 FIG.1E ROOF CAP 6MOR 644 CASOUETE DE TECHO 63410 6" F ROUND DUCT 3,11ex 10-TO 6' 406 ROUNDDUCT DUCTO RE. TRANSMON411 DONDO TRANSICION DE DE 6'406 3.1/4'x 10"A UN DUCTO REDONDO DE Eon FIG.1F ROOF CAP 634 CASOUETE DE TECHO 634 7'ROUND DUCT 407 DUCTO REDONDO DE T 407 MODEL BPB7 DAMPER REGISTRO DETIRO MODELO BP87 r .-.ECAUCION A 1. Pam of use do Interior solamente. 2. Sotamente Pam use general de veneloc6n. No utilice Para descargar materiales o vapores riesgosos o explosivos. 3. Pam eviler Banos al motor y evitar que In navajas del abanico emitan mucho mido o est6n fuera de balance, mantenga at motor lions de pelusa, polvo, etc. 4. El motorde su extractor gene disposhiw de sobrecarga tdrmloa, aI cual autom6Ucamente apagar3 at motor si se sobmcalienta. El motor funcionard de nuevo cuando se enfrfe. SI e) motor continua apag3ndose y emancando, hdgalo componer. 5. Pam obtener mejores resultados an Is capture de los vapores de to estufa, of extractor dabs montarse a entre 18 y 24 plg. sobre In homilies de to estufa. 6. Per favor lea to etiqueta con In especifu:aclones del equipo Pam otros requisites y mayor informaci6n. HERRAMIENTASY MATERI- ALES OUE SE REQUIEREN HERRAMIENTAS ❑ Taladro, eldcbico o trinquele ❑ Brace tipo Pala de 1-1/4" ❑ Destomillador de mum o lipo Phillips ❑ Pinzas o tenazns ❑ Medidor de cinta o regla y IApiz rParaInstalaciones con ducro SOLAMENTE 1 I❑ Stem tipo sable o sierra Para mbiques L❑ Alicate Pam conar_ _ _ _ _ _ _ J MATERIALES ❑ Summistros y alambre eldctrico del Vim qua cumplen con In c6digos locates r- Casquete de techo o pared , ❑ Cemento o page de techa o material de calafatear o rellenar ❑ Ductos y cinta aislante Para ductw Para instalacidn an gabineles de cocina con to parts inferior ahuecada solamente: ❑ Dos tims de madera 1' x 2" x 12' (largo aproximado) (c6mpreselas locelmente) ❑ Cuatro tomillos Pam madera de cabeza plane de 1-1/4" de largo (o6mpreselas localmente) Pam sujetar In liras de madera a to parts Interior de gabinete PLANIFICANDO LA INSTA- LACION DE LOS DUCTOS Comience el imbajo de In ductos decidendo at calnino qua at ducto tomar5 entre at extractor y to parts exterior de to case. Para major rendimiento, use at Camino de ducto mn corto posible y un minimo de codes. Se muestran varies elecciones - FIGS.1A - 1 E. En situaciones tle paso del ducto mn complejas, el extractor con conexi6n pare ducto rectangular puede convertime an conexi6n mdonda wando una Iransicl6n. FIG. 1A. Pasando el ducto directamente a Imvn de to pared (Para In extractores qua estiln instalados an una pared exterior). Se muestran dos manems de poser el ducto a twn tle la pared exterior. Si se use un casquem de pared directamente an to parte de Sun del extractor hay qua en Paso de mstalada an at 4egulador del extractor. A veces cuando se use un casquete tle pared as mds fdci1 poser at ducto verticalmente y user un codo come se muestra an FIG.1 B. FIG. 1 C. Hacfendo un ducto directamente at techo usando un ducto rectangular de 3.114" x 10",(Pam inslalaciones an un piso solamente). FIG.1 D. Instalando un ducto entre In vigas del techo (Para inslalaciones an mn de un piso) o a tran del espacio de sotto arriba de In gabinetes (cuando el sofito Said conectado a una pared exterior). FIG. 1 E. Directamente hacia at techo usando transici6n de 3-1/4" x 10" a un ducto redondo de 6' y ducto redondo de 6" (Para Instalaciones de un piso). FIG.1 F. Directamenta hacia at mcho usando ducto redondo PREPARING THE RANG' _ HOOD 1. Unpack hood and check contents. You should receive: 1 -Aluminum Filter 1- 3-1/4' x 10' Damper/Duct Connector (mounted inside of hood for shipping only) (Save screws for mounting.) 1 - 7" Round Duct Plate (mounted on top of hood) (not shown) (Save screws for mounting.) 2. Remove 7'round duct plate from top of hood. Set duct plate aside - with mounting screws. 3. Remove wiring box cover. Under cover find: 1- Plastic Bag containing lease mounting hardware For Ductfree Installations Only: 4. For ductfree installation, remove lower cover tram front (Or inside) of hood. (RG. 3) NOTE Lowers on front of hood must be open and visible for hootl to function in ductiree mode. 5. Remove either top or rear elecbical knockout de- pending upon whether wiring will enter hood from wall or cabinet. (FIG. 4) r-DUCTED INSTALLATION ONLY NOTELower cover must be installed asii6 Figure 3 to function in ducted 6. Remove appropriate duct knockout on hood by inserting screwdriver into edge of knockout and I breaking tabs holding knockout to hood.You may have to tap screwdriver with hammer to break tabs. Peel knockout back with fillers. (FIG.5) 7. Fit damper/duct connector over opening and secure in place with black sheet metal screws. (RG. 6) Hinge pins and damper/duct connector should be toward top of hood for ducting through wall or I toward back of hood for ducting through cabinet I Iabove hood. Seal joint between damper/duct connector and hood with duct tape. 8. 7" round ducted discharge only: Re -install 7' round duct plate removed In Step #2 under "PREPARING THE RANGE HOOD -section. For best performance, line up the T' round duct plate with the 7" round opening on hood. I Mount duct plate to hood with 2 screws from Iduct plate and 2 screws hem 316' x 10' damper. I Install a 7'round damper (purchase separately). Damper flap must open freely In direction of air L lot (away from range hood). - - - - - - - - - - J PREPARING THE INSTALLATION LOCATION MOUNT HOOD SO THAT BOTTOM OF HOOD IS 18"-24"ABOVE COOKING SURFACE. TOP FRONT EDGE OF HOOD SHOULD BE FLUSH WITH FRONT OF CABINET FRAME. IF DISTANCE BETWEEN WALL AND FRONT OF CABINET FRAME IS MORE THAN 12"THERE WILL BE A SPACE BETWEEN BACK OF HOOD AND WALLTHIS IS NORMAL. OMIT STEP 9 if range hood will be installed under cabinets with flush bottom. 9. (For installation on recessed bottom cabinets only) Attach a wood filler strip at each side of recessed area under cabinet (Use two 1' x 2" ships cut to length.) It recess is more than 1' use thicker strips. Attach strips with 1.1/4'screws about 3' from each end. See FIG. 7. 10. Measure and mark the following (FIGS.7 & e): a) Electrical line opening b) Duct opening _ _ _ _ _ _ 11. Drill fourpilotholesIncomemofmarked duct open- ing as shown and cut opening with saber saw or keyhole saw. 12. Use 1-1/4" drill bit to drill opening for electrical con- nection in wall or cabinet. .3. Hold hood up against cabinet bottom and trace keyhole slots onto cabinet bottom of filler strips. 14. Screw the four supplied 7/8" wood screws for mounting the hood Into the exact center of the nar- row end of the keyhole slots marked underneath the cabinet. Allow 3/8" of the screws to project, so -IG. 2 ¢EmOLEstms MNUM ETI FORMA E HUEGO DE Cm - mum O%COVDE TAPA DEr. TUAVE OE ALM a CFeLEADO DE<ER RLTRODEALUARnO DAMPERNUCTCONNECTOR CONECm R AL REGUTAD014DUGTO FIG. 3 FIG.4 / i 1 r r FIGS \ 4 FIG.6 _ t i,r r 7. FIG.7 r Tor SUI PSTO nr COMELAST GPARR aUEMEPAN rME OPENINGC�j ® A ABERNMPAM aaER NNE / LELDUma , LENTPIG __ ,an OF WGEHODD ANGHODEL ELECIWCAL WIRING OPENUiG arm. Ten ABEMUM MMELC0. skEAoo ELECTwco PARANDO EL EXTRACTOR 1. Desempaque at extractor y revise of content to de Is caja. Usted dabs de encontrar: 1 - Rine de aluminio 1 - Corrector de tlucto/regulador de 3-1/4" x 10' (montado dentro del extractor para embarque solamente) (Guards los tomillos Para at montaje.) 1 - Place del conducto redondo de T (montado an del extractor) (no se muestra) (Guards Iostermites Para at monta)e.) 2. Quite la place del conducto redondo de 7" de Is parts superior de la cantpana. Col6quela sports, con los tomillos tle monaje. 3. Quite Is cubierte de la caja de cableado. Baja Is tape encontrard: 1 - Una bolsa de plastico qua conifers herrajes sueltos pars Instalaci6n Pare Instalaciones sin ducto SOLAMENTE: 4. Para instalaciones sin ducto, quite la tape de Is mjillas de Is parte frontal del extractor. (FIG. 3) NOTA Las rejillas qua se encuentran at fronts de Is campana deben ester ablertas y visibies pam qua la canteens function sin conducto. 5. Quite Is tape de quitar golpeando eleculca de aniba o alms dependendo on donde antra at cableado at extractor de Is pared o del gabinete. (FIG. 4) _ INSTALACION CON DUCTO SOLAMENTE , NOTA I La cuhierta de las rejillas se dabs InstalM come se muesira er la figum 3 Pam que fundone can el conducto 16. Guile Is piaca tle quitar golpeando an at extractor Insertando un destomillador an at file y rompfendo Ise I conexiones qua to sosfienen at extractor. Es posible qua tenga qua golpearat destomillador con un martillo Pam romper estas uniones. Pele Is tape de quitar I Igolpeando hacia atrds con una tenaza. (FIG. 5) 7. Junta at conectordel regulador/ducto sabre Is abertura Iy suAtelo an su attic, con tomillos negms de metal pars I I6mina. (FIG. 6) I Los pasadores de bisagm y at conectordel regulador/ I I ducto deben de ester hacia Is parts de amber del extractor parr poser at ducto a troves de to pared I I a hacia Is parte de atr6s del extractor Pam pasar at I ducto a tmv6s tle gabinete enema del extractor. Sella Is uni6n entre at conector regulador/ducto con cinta de ducto. 18. 561a Pam descargas con conducto redondo de T': I Vuelva a instalar Is place del conductor redondo de 7" I qua qufl6 an at Paso 2 de Is seccl6n"PREPARANDO EL EXTRACTOR.' Pam counter un majorrenkHmlento, I alinee Is place del conducto redondo tle 17.8 cm (T) con Is abertura redonda de 17.6 cm (T) de Is cam - forma. Monte Is place del conducto a Is campana con dos tomillos desde Is place del conducto y con dos tomillos desde el tint de 6.3 x 25.4 cm (3 YN' x 10'). Instate un regulador de fire redondo tle T (se camera por separado). La slate del regulador as dabs abdr tibremente an direcci6n del flujo de aim (en senfido Lcontmrio a Is campana de Is estufa). - - - - _ - _ _ - _ _ _ J PREPARANDO LA UBICACION DE LA INSTALACION MOUNE EL EXTRACTOR DE MANERA OUE LA PARTE INFERIOR ESTt 18'"-24" ENCIMA DE LA SUPERRCIE DE LA COCINA. LA PASTE SUPERIOR DEL FRENTE DEL EXTRACTOR DEBE DE ESTAR A RAS CON EL FRENTE DEL ARMAZ6N DEL GABINETE. SI LA DISTANCIA ENTRE LA PARED Y LA PARTE FRONTAL DEL ARMAZ6N DEL GABINETE ES MAS DE 12" HABRA UN ESPACIO ENTRE LA PARTE DE ATRAS DEL EXTRACTOR Y LA PARED. ESTO ES OMITA PASO 7 at at extractor estare Instalado debajo tle un gabinete con Is parts Inferior plane. 9. (Para instalaci6n an gabinetes ahuecados solamenle) Sujete una Ora de madem a cada lado de la parts inferior ahuecada debajo del gabinete. (Use dos tints tie madem de 1' x 2' corrodes at largo necesarlo.) SI el ahuecamiento as mas de 1" use Gras mes gmesas. Sujete las Ores con tomillos de 1-1/4' a una distends dR mAs n mennc W del axtramn. VAnva FIG. 7 INSTALLING THE I IDUCTWORK I NOTE I PLANET E MADE CT PAGE 2.START FOLLOWONS WILL THE HE I EXTERIOR AND RUN THE DUCT BACK TO HE RANGE HOOD. FOR BEST PERFORMANCE OFYOUR RANGE I HOOD, USEHE SHORTEST POSSIBLE DUCT RUN AND A MINIMUM NUMBER OF ELBOWS. I NEVER VENT RANGE HOOD INTO AN ATTIC I SPACE BECAUSE A BUILDUP OF GREASE WILL BECOME A FIRE HAZARD. I USE ONLY METAL DUCTWORK(DO NOT USE I PLASTIC DUCT). ASSEMBLE SECURELY SO THAT IN CASE OF A GREASE FIRE ON HE I RANGE, THE FIRE WILL BE CONTAINED IN- SIDE METAL DUCT WORK. I IT IS A GOOD PRACTICETOTAPE ALL DUCT CONNECTIONS, MAKING THEM BOTH Sr. CURE AND AIRTIGHT. I 15. Follow appropriate directions below for type of I duct work you are installing: I WALL CAPS (FIG. 9) Use asabersaw to cut a hole sllghtiylarger than duct so duct will line up easily with hood. Install casing ships on outside walls finished In siring. Assemble the ductwork and tape all joints. Run duct work back Ito hood. Fasten wall cap to last section of, and nail or screw cap to wall. Seal all around flange on I wall cap with caulking compound. Make sure hat enough duct runs Into the room so that the tlud will Ioverlap the damper/duct connector by 3W When the hood Is installed. ROOFCAPS Cut hole In root slightly larger than duct so duct wilt line up easily with hood. Trim shingles around hole so that they will fit snugly around hood of cap when cap is installed. Assemble the duct work and tape all joints. Run the ductwork down to hood. Trim duct )arallel to roof pitch, leaving 3/4' of duct projecting 1 above roof. Seal all around dud with roof cement. Install roof cap, Inserting back edge of cap under Ishingles. Seat around cap with foof cement and seal all nail heads and shingles which were cut or lifted. Make sure that enough dud runs into the mom so that the ductwill overlap the damper/duct connector I by 3r4' when the hood is put into place. L — — — — — — — — — — — J FIG. 8 3-114" x 10" DUCT DUCTO DE 3-1/4"x 10" xBAaoxxuounesum eWWammmmwgnn Weq HORMOR to hPUNWXF%ipX mElffinAt NHbVa as D pi,eEl 7" ROUND DUCT DUCTO REDONDO DE 7" ` [NES B-TRIM 71r " l' NIHDO DMGABNaIE i B•OAA[C®HO I GOODRins /t� EDT�DADACCPSSHom u®m hL .v), Wmmoeemaa®) CDNASDEMADE O=D DEACCE9 YAA,l p5b 9ebnedstle bommF�l ID6CAEIESEffCIXEDb p, "lbboael9+bbem FIG. 9 WADEP 1wn0[P.wm PARANDO LA UBICACION DE LA INSTALACION (CONT.) 10. Mida y marque to siguiente (FIG.7 8 e): a) Abertura pare To lines el6cirica b) Abertura pare el ducto _ _ _ _ 11. Perfore cuatro huecos pilotos an las esquinas ya mar - codes de is abertura pare at ducto como se muestra y luego torte un abertura con un sermcho sable o un serrucho pare cerradura. 12. Usese una brace de 1-114" pars pedorar una abertura pars la conexl6n eldchica an to pared o gabinete. 13. Sostenga at extractor debajo de to parte inferior del gabinete y trace las ranuras an forma de hueco de cerradum an to parse inferior del gabinete donde se InstslarAn In tlms tle matlera. 14. Atomille cuaho de los tomillos de matlera de 7/8' para montar el extractor an at contra exacto de to parte estrecho de to ranuras an forma de cenadura quo se marcaron debajo del gabinete. Permita que 3/8' de los tomillos queden afuem, pare que Iuego pueda instalarse al extractor en su sitio. ------------- INSTALANDO LOS IDUCTOS NOTESE ESTAS INSTRUCCIONES SEGUIRAN LOS PLANES I HECHOS EN LA PAGINA 2. COMIENCE EN LA PARTE EXTERIOR Y TRAIGA EL DUCTO HACIA EL EXTRACTOR. I PARA EL J TOR, USE ELCAMINO mAs CCORTO DE DUCTOY I ON MINIMO DE CODOS. NUNCA DESCARGUE EL AIRE DEL EXTRACTOR EN EL ESPACIO DE LA BUHARDILLA POROUE UNAACUmuLAc16N DE GRASA PODR(A CAUSAR I UN INCENDIO. USE SOLAMENTE DUCTOS DE METAL (NO USE I DUCTOS DE PLASTICO). ENSAMBLELOS BIEN DE MANERA DUE EN CASO DE OUE HUBIESE UN I INCENDIO CAUSADO POR GRASA, EL INCENDIO SE OUEDARA CONTENIDO DENTRO DE LOS I DUCTOS DE METAL. ES UNA BUENA PRACTICA EL PONER CINTA EN TODAS LAS CONEXIONES DEL DUCTO HACIE- I NDOLOS NO SOLAMENTE SEGUROS SI NOTAM- BIEN A PRUEBA DE ESCAPE DE AIRE. I I15.Sills ]as direcctones apropiadas abajo pars at tipo de I ductos que est6 instalando: CASOUETES DE PARED (FIG. 9) Use una sierra sable pare cortar un hueco figeramente Inds grende que Of diAmetm del ducto de manes que of ducto se aline mAs h3dlmente con el extractor. Instate bras de sostdn on las Paredes extedores que estim acabadas con superficie exterior de matlera, aluminio 0 vinilo. Ensemble In ductos y ponga cinta en todas las I unions. Tmiga Ice ductos de afuera hacla al extractor. Suiete of casquete de pared a to tiltima secci6n de ducto I y clove of casquete a to pared. Sella alrededor de to cola I del casquete con un compuesto pare reltenar.Asegairese que haysuficiente ducto que entra a la cocina de manors I que of ducto sobrepasard y entraril dentro of conector de regulador/ducto por to mencs par 314" cuando est6 el ducto instalado. CASOUETES DEL TECHO Carte un hueco on at techo mils grande que of diAmetro I del ducto de manors que of ducto se alineari mAs fdcil- I mama con of extractor. Recorte of tejado (tablillas de Itejado) alrededor de hueco de manera que quepan apre- I tadamente alrededor de casquete cuando Este instatado. Ensemble los ductos y ponga cinta alslante an lodes In I uniones.Traiga of duclo heda abajo, al extractor. Recorte of ducto parsleto a to inctinaci6n del techo, dejando 3/4' de ducto que se proyecte mAs arriba tle techo. Sella Is abertura alrededor tle ducto con cemento tle techo. IInstate el casquete insertando el filo de strAs de la cola del casquete debajo de In tablillas del tejado. Salle alrededor del oasquete con cemento de techo y selte todas las cabezas de ctavos y tablillas que fusion cor- tadas o levantatlas. Asegurese que hays suficiente ducto que se proyecte dentro to cocina de manors que el ducto sobrepase al connector de regutador/ducto par 3/4' cuimdo of extractor I estA en su sitio. INSTALLING THE RANGE HOOD 16. Bring electrical cable through access hole drilled In wall or bottom of cabinet. Provide 6' wire leads and install proper connector for type of cable being used. Remove lock nut from connector and let pre- pared cable project through cabinet or wall opening so it is ready for installation Into range hood. (FIG. 10) 17. Position hood In place so that a) Electrical line is routed through appropriate knockout opening. This step W n have to be ao- cempfished while positioning hood. (FIG. 13) b) Large part of keyhole mounting slots on hood fit onto hood mounting scrows projecting from bottom of cabinet (FIG. 11) c) Damper/duct connector slides into duct work In wall or cabinet 11. Adjust hood so the from of hood Is flush with cabinet front. 19. Tighten the four hood mounting screws securely. 20. Install lodulul on electrical Connector and fighten securely. 21. Make electrical connection using wire nuts to con- nect white wire to white, black wine to black. Ground hood to prepared hole using green ground screw provided. (FIG. 12) 22. Replace wiring box cover and screw. Make sure that all wiring is safety Contained Inside. NOTE For Ductfree Installations Only: Install both filters. Make sure that ducdree filter (purchase sepamtely) is next to fan assembly with blue side next to blade. Aluminum filter should be facing out USE AND CARE SWITCHES The fan and light am each controlled by a rockerswitch. The light switch has two positions, 'ON" and'OFF.'rhe n switch has three positions-'HIGH:'LOW'md°OFF. OFF is the middle position.) CLEANING Finish Keep your range hood clean using a mild deter- gent suitable for painted surfaces. Aluminum Fittem should be cleaned frequently with a detergent solution to avoid grease build up. They am also dishwasher sets. FILTER REMOVAL Filters on the F40000 series hood are removed by him- Ing filter clip to the side and liidng filter or filters out In dueled version, turn filter retaining clip to one side and place aluminum filter underembossed retaining tabs on back of fan housing.Tum filterclip so that the low end of clip holds single filter firmly in place. (FIG. 13) In ductime version, place both aluminum and ductfree filter under tabs on back of fan housing. Tura filter re- taining clip so that high end holds both filters firmly in place. Make sure ductiree filter is next to fan assembly, with blue side next to fan blade, and aluminum filter is facing out NOTE: Make sure that arrows on filler retaining clip point toward back and front of hood. LIGHT BULB REPLACEMENT Light bulb (not supplied with hood) should be 75 wads maximum.The lens covering bulb is removed by press- ing the two extenQng tabs together unfit they release from the retaining slots. (FIG. 14) FAN ASSEMBLY REMOVAL Be sure power is disconnected. Remove filters. Re- move the two screws holding the motor bmcket to the range hood and unplug the for assembly. Be careful not to allow fan assembly to drop when the screws are removed. (FIG. 15). FIG. 10 --- La� � 7� f &a CONNECTOR LONELTOR ; FIG. 11 ELEMAICALLINE I LINEA ELECTRICA ^b I L 1 �I FIG. 12 ' AMBRVIREG ALAMSPES NEGROS GRIENGROKINDSCIRW TORN TORNILLO VEPDE PPFU TIEPM MHE WRESLLLjj$JJq{{ D 'Bp�e COSC GRODNO PRE OR OReff MR AL1ManEO TIERTIERM II V OESN0000 -_ill VEBRF E GROUNOINGBMCNCT TUERLOCKNUr mmGTMEAME TARATIPARACONEe TAR ATImM EAFORWDE EDmn1A FIG. 13 FIM RETAINING CLIP \ GRAMPAREIENOORA Da HURD Kam.. . 9 \ ALUMINUMALTER NON OOCrroFRTm SOLO ST MTaY) FILTRODEMPAINIO ninN000E ISO MOUIERE DUCTO LYQIOIM SFPAMOAI.1ENr1 FIG. 14 LIGNT LENS VIDRIO OUE CUBREEL Bowl La SOOGTnu A:,w 0 1 r of FIG. 15 UOS jl l TALANDO EL EXTRACTOR 16.Pase el cableado eldchico a till del hueco de acceso pedorado an la pared o Is parts inferior del gabinete. Suministre alambres de per to manes 6' e instate at Conector apropiado pare at tipo de cable quo esta usandose. Quite to luema de treba del coneclor y deje qua at cable prepamdo as proyecte a travds del gabinete o abertum de pared de manem qua est6 fate pare instalame dentro del extractor. (FIG. 10) 17. Pos done at extractor an su site de manem qua: a) La Imes eldchica pass a travds de to abertum de quitter golpeancle Este pas0 se puede conseguir mientms se posicona of extractor. (FIG. 13) b) La pane mds grende de las ranums an forma de huece de cenadum an at eMmctor Cohen Ochre In tomillos montentes quo estdn proyactrindose de to parts inferior del gabinete. (FIG. 11) c) Elconeciorpamel regulador/ductosedesfizasobre los ductos an to pared o gabinete. 18.Ajuste Of extractor de manem quo To parte frontal del extractor Este, a ms con to parts frontal del gabinete. 19.Ajuste In cuatm tomillos para madera apret'dndolos firmemente. 20. Instate una tuerca de traba at conector el6cirico y apri6lelo. 21. Haga Is corlaxl6n el6ctdca usando tuercas de alambre pain conectar at alambre blarl a blarico, negro a rage. Conecte at extractor fierm atral del hui preparado, usando at lorniflo verde slnninistado. (FIG. 12) 22-Ponga to tape tle to Gala del cableado y atomilleta. Aseg6rese qua todo at cableado Este, dentro de la cola. NOTA Pam Instalacldn sin ducto solamente: Installs ambos fiitnes. AsegLirese qua at fittro (compra sepamdo) qua no necesita ducto est6 nuts carte del emsamblaje del vern lador con at lade azul hacia las as - pas. El fine de aluminio dabs de ester an In pane exterior. USO Y MANTENIMIENTO LOS INTERRUPTORES El abanico y at loco est3n controlados individualmente per un interrupter balanef r. El interrupter del foci fiene dos poslclones, ENCENDIDO ("ON") y APAGADO ('OFF). El interruptordel abanico fiene tres posiclones-ALTA ("HIGH), BAJA ("LOW) y APAGADO ('OFF"). (El interrupter pare APAGADO esta an to posicl6n de an medGo.) LIMPIEZA Acabado.Mantenga el eMmctor limpio usando un demrgente suave apropiado pare superfictes pintades. Filtnes aluminlo. Deberfan limpiame frecuentemente an una soluci6n de detergente pal eviler Is acumulaci6n de gran. Estes pueden Der lavados an Is lavadom de plates. OUITANDO EL FILTRO Los filtros an In exuactores de to serie F40000 se sacan moviendo to gmmpa del filtro a un lade y levantando at fillro o los filtros hecte afuera. En Is vemi6n con ductos, de, to vuelta a la gmmpa retentom del fltne a un lade y porl at fittro de aluminio dell de las unas resaltadas mtentoms an to pone de atrds de basfidor del ventlador o abanico. De to vuelta a Is gmmpa del fittro de manem qua at extreme de abajo de Is grampa, sostiene un solo filtro fnmemente an Be sitio. (FIG. 13) En to version qua no requiere ducto poll ambos, el filtro de aluminioy at filtro qua no nequiere ducto halo las grampas an Is parts de ann del bastidor del venblador. Ddlavueltaalos sostenes retentores de manem qua el extremo alto sost ene ambos filtres firmemente an su site. Asegilrese qua at filtro qua no requiem ducto Said mAs ceroa at ensamblaje del venolador, con at lade azul a lade de In aspas del ver, filador, y el fltre de aluminio quads hacia afuera. NOTESE: Asegil ese qua las flechas an at Punic donde se pone las gmmpa retentoras apunten hacia atr6s, a to parts frontal del extractor. REEMPLAZO DEL BOMBILLO DE LUZ El bombillo de luz (qua noviene Con at extractor) debena de ser de un m31lmo de75vatios. El viddo lenle qua cubre el bomblle se quea pel'cxado los dos sostenes qu a se extienden, haste quo se salen de Cos ranuras relemores. (FIG. 14) COMO GUITAR EL ENSAMBLAJE DEL VENGLADOR Aseg6rese qua Is potencfa el6ctrica estd desconectada. Quite Infiltros. Quite In dos tomillos qua sostienen at sost6n del motor at extractor y desenchufe at ensamblaje de venti- Iador.Tangle cuidado qua no permila qua at ensamblaje del ventilador se taiga cuando as qulten los tomillos. (FIG. 15) HOW TO AVOID A COMMON RANGE -TOP GREASE FIRE • Your range hood provides a protective barrier between the cooking surface and the cabinets. • Keep fan, filters and grease laden surfaces CLEAN according to Instructions. • Always turn hood ON when cooking at high heal to keep the cooking area and the hood cooler. • Use high heat settings only when necessary. • Never leave cooking surface unattended. Boil - over causes smoking and greasy spillovers that may ignite. • Always use adequate -sized utensils. • If preparing gaming foods, such as Cherries Jubilee, always turn hood ON to HIGH to prevent a high heat situation which can cause damage or firs. HOW TO EXTINGUISH A COMMON RANGE -TOP GREASE FIRE • Never pick up a flaming pan. If dropped, flames can spread quickly. • DO NOT USE WATERI A violent steam expko sion may result. Wet dishcloths or towels are also dangerous. • Smother flames with a close fitting rid, cookie sheet or metal tray. • Flaming grease can also be extinguished with baking soda or a multi -purpose dry chemical extinguisher. • Turn off surface units - if you can do so without gating burned. 8*558-1711 40 EVRAR DUE OCURRA UN INCENDIO DESIDO A LA GRASA DUE SE ACUMULA EN UN EXTRAC- TORCOMUN • Su extractor proporolona una barrem protectors antra Is superfcie pam cocinar y los gabinetes. • Mantenga at abanico, los filtros y In supemcies donde as acumula Is grasa LIMPIAS conforrne a In Instruc- ciones. • ENCIENDA siempre el extractor cuando est6 coci- nando a fuego alto pat mantenerel area pars cocinar y el extractorlimpios. • Ublice in homilies de fuego alto solamente cuando sea necesado. • No dale las homilies de Is astute sin atenci6n cuando est6 cocinando. El vapor o at aceite qua salpique puede ocasionar un incendio o acumulaci6n de humo. • Siempre utilise In utensilios del tamano adecuada • SI estd preparando alimentos flameados, como In Cerezas a Is Jubilee, ENCIENDA slempre at ex- tractor an ALTO pam evitar qua at calor pueda causer algun dano o un incendio. COMO EXTINGUIR UN INCENDIO EN UN EX11RAC- TORCOMUN • No levante nunca una sartOn qua est6 an llamas. SI se Is we, In llamas as pueden extender rapi- damente. • INO UTILICE AGUA PARA APAGARLOI Puede ow - stoner me explosl6n de vapor. Las toallas de cocina melodies lambidn son pelignmas. • Ahogue has llamas con una tape alustada o una charols. • Las llamas provocadas por Is grass tambidn se pueden apagar con bicarbonato de soc io o un extin- guidor qufmico. • Apague las homillas -si puede hacedo sin quemarse. sin wsln aaxa co ftia derahw,bsmalesvu®n Stre K0Wd,waanm58077 1 brctawm M558-1711 SERVICE PARTS F40000 SERIES RANGE HOOD Replacement parts can be ordered on our website at www.Broan.com ' 21 8 -ATES DE SERVICIO SERIE F40000 CAMPANA EXTRACTORA 12 `� �.16 4 19 \ 2 Las pietas de repuestos se pueden pedir on nuestro website en www.Broan.com KEY NO. NO. CODIGO PART NO. NO. PIEZ DESCRIPTION DESCRIPCION 1 98006621 Outlet Box Cover Cubierta de Is caja de la toma de cordenle 2 99170245 #8 x 318 Sheet Metal Screw' TomIllos de metal pare lamina #8 x 3/8" 3 99270987 Bulb Holder with Wires Contenedor del bulbo con cableado 4 99110437 Light Lens Cubierta protectora del foco 5 97011217 Screw/Nut Kit (Includes 2-#10-16 x .500 screws and Paquete de tomillosrtuercas (mckiye 2 tornillos 2 - #10-16 sheet metal nuts) #10-16 x 0.500 y 2 tuercas de metal de Idmina #10-16) 6 99020272 Fan Blade Navajos del abanlco 7 99260428 #6-32 Locking Nuts* (2 Required) Tuercas #6-32• (se necesitan 2) 8 98005568 Motor Mounting Bracket Soporte de montura del motor 9 97GI2248 Motor Assembly (Includes Key Nos. 6, 7, and 8) Conjunto del motor (incluye plazas 6, 7, y 8) 10 97006931 Aluminum Fitter Filtro de aluminio 97007696 Non- Ducted Filter (purchase separately) Fltro qua no requiere ducto (vendido separadamente) 11 99420472 Filter Retainer Contenedor del filtro 12 99150415 #BB x 1/4 Hex Head Sheet Metal Screws* (2 Req.) Tomillos de metal de cabeza hexagonal #8B x 1/4• (se necesitan 2) 13 98005221 Damper Flap Protecc16n del regulador 14 99100379 Damper Bushing Forro de metal del regulador 15 97005544 Damper Assembly (Includes Key Nos. 13 and 14) Ensamblado del regulador (incluye piezas 13 y 14) 16 97010709 Nameplate (Black) R6tulo (Negro) 99090881 Nameplate (White) R6tulo (Blanca) 99091077 Nameplate (Biscuit) R6tulo (Beige) 17 97016970 2-Speed Motor Switch (Black) (Includes Key No. 18) Interrupter del motor de 2 velocidades (Negre) (Incluye plaza 18) 97016971 2-Speed Motor Switch (White) (Includes Key No. 18) Interrupter del motor de 2 velocidades (Blanca) (Incluye plaza 18) 97016973 2-Speed Motor Switch (Biscuit) (Includes Key No. 18) Interrupter del motor de 2 velocidades (Beige) (incluye plaza 18) 18 97016970 Light Switch (Black) (Includes Key No. 17) Interruplor del foco (Negro) (incluye plaza 17) 97016971 light Switch (White) (Includes Key No. 17) Interruptor del loco (Blanca) (incluye plaza 17) 97016973 Light Switch (Biscuit) (Includes Key No. 17) Interrupter del foco (Beige) (incluye pieza 17) 19 97005678 Motor Receptacle with Wires Recipiente del motor con rableado 20 99091022 Louver Cover (Black) Tape de la rejillas (Negro) 99091020 Lower Cover (White) Tape de To rejillas (Blanca) 99091021 Louver Cover (Almond) Tape de la rejillas (Almendre) 99091027 Lower Cover (Biscuit) Tape de to rejillas (Beige) 21 R680508 7' Round Duct Plate Placa pars conducto redondo de 7° rder service parts by "PART NO.7— NOT by'KEY NO" Standard Hardware. May be purchased locally. Encargue plazas de servicio por "NO. PIEZPi — NO por "NO CODIGO" . Piezas est6ndar. Se pueden cemprar localmente. 7 PRO -DUCT SERVICES RHEUM& DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING RECEIVED ST. Lucie County, Permitting TESTING, ADJUSTING & BALANCING REPORT for STAN WEEKS & ASSOCIATES EDWARD. LAND/NG —BUILDING 20- 31M, M", X", NN, 3193, MM95 Morning Dew Lane For! Pierce, FL 34982 SCANNED BY St. Lucie County October 1, 2019 +++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NO STANDARDS AND PROCEDURES.. 11-A Pro-Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949 772.528.2076 pro-ductservices,Jl@gmail.com "�4_e,�4k PRO -DUCT SERVICES BLOWERDOOR&DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING TEST & BALANCE INSTRUMENTS Evergreen Telemetry Capture Hood 151): Range: 100-2500 CFM Accuracy: +/- 3% Calibration: May 17, 2019 Evergreen Telemetry Capture Hood 8I3-14: Range: 15-200 CFM Accuracy: +/- 3% Calibration: May 29, 2019 Evergreen Pressure/Velocity/Flow Sensing Module —Model S-PVF-1: Range: 1-2, 14-32 inches HG, 32° -158' F Accuracy: +/- 3% Calibration: June 5, 2019 Evergreen Wrist Reporter WR-401 Pro -Duct Services Technician: Michael Faurot Certified NCI Contractor/Supervisor/Technician NCI Commercial Certification ID: 19-229-03 — Equipment re -calibration is performed as required by testing guidelines. — Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, A 34949 772.528.2076 pro-ductservicesJl@smaii.com CONN MICHAEL FAUROT Has successfully completed the required training and passed the written exam by the Naftia Comlorl InsIIlulet her to perform HVAC commercial system balancing up to 20 tons according to NO practical standards and procedures. Certified Since ►w May 9, d 19 recognized ec Certified Q. as administered andrecognlzedby w�moavwea�nm 4 owl C.4019QLdf re�..sazzu l� .�L,..__...ef n raunmrc rnsraure.nec ou W Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949 772.528.2076 pro-ductservicesfl@gmaii.com ",05114�k PR0-DUCT SERVICES UNMOOOR& DUCTLEAKAGETESTING TESTI NG-ADJUSTI NG-BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 20 3185 Morning Dew Lane, Fort Pierce, FL 34982 Description Outlet Number Type size Design CFM Pre Welt CFM FINAL CFM Entrance 1 CD 8 x 4 30 44 42 Kitchen/Living Rm 2 CD 10 x 10 160 186 171 Bathroom 3 CD 8 x 4 15 29 29 Bedroom 1 4 CD 12 x 8 180 157 168 Bedroom 2 Vent 1 5 CD 10 x 10 125 ill 116 Bedroom 2 Vent 2 6 CD 30 x 30 125 113 113 TOTAL 635 639 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. +++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES... Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949 772.528.2076 pro-ductservicesJl@gmaii.com "�4_5104k PRO -DUCT SERVICES BLOWERDOOR& DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 20 3187 Morning Dew Lane, Fort Pierce, FL 34982 Description outlet Number Type size Design CFM Pre Test CFM FINAL CFM Entrance 1 CD 8 x 4 30 37 32 Kitchen/Living Rm 2 CD 10 x 10 160 189 155 Bathroom 3 CD 8 x 4 15 28 24 Bedroom 1 4 CD 12 x 8 180 143 172 Bedroom 2 Vent 1 5 CD 30 x 10 125 106 117 Bedroom 2 Vent 2 6 CD 10 x 10 125 109 121 TOTAL 635 621 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. +++ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES... Pro -Duct Services, 1915 Rio Vista Rd Fort Pierce, FL 34949 772.528.2076 pro-ductservicesJl@,gmaii.com 'd,0,0 "Alb PRO -DUCT SERVICES BLOWERDOOR& DUCTLEAKAOETESTINO TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 20 3189 Morning Dew Lane, Fort Pierce, FL 34982 Description Outlet Number Type file Design CFM Pre sett CFM FINAL CFM Entrance 1 CD 8 x 4 30 32 32 Kitchen/Living Rm 2 CD 10 x 10 260 208 176 Bathroom 3 CD 8 x 4 15 32 27 Bedroom 1 4 CD 12 x 8 180 162 177 Bedroom 2 Vent 1 5 CD 10 x 10 125 98 111 Bedroom 2 Vent 2 6 CD 10 x 10 125 107 115 TOTAL 635 638 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. +++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES... Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949 772.528.2076 pro-ductservicesfl@gmaii.com r4^:�q PRO -DUCT SERVICES BLOWERDOOR&DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 20 3191 Morning Dew Lane, Fort Pierce, FL 34982 Description Outlet Number Type Size Design CFM Pee Test CFM FINAL CFM Entrance 1 CD 8 x 4 30 48 42 Kitchen/Living Rm 2 CD 10 x 10 160 161 161 Bathroom 3 CD 8 x 4 is 40 27 Bedroom 1 4 CD 12 x 8 180 169 169 Bedroom 2 Vent i s CD 10 x 10 125 108 112 Bedroom 2 Vent 2 6 CD 30 x 10 125 105 118 TOTAL 635 629 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. +++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES.. Pro -Duct Services, 1915 Rio Vista R4 Fort Pierce, FL 34949 772.528.2076 pro-ductservicesJl@gmaii.com PR0-DUCT SERVICES BLOWERDOOR & DUCTLEAKAGETESTING TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 20 3193 Morning Dew Lane, Fort Pierce, FL 34982 Description Outlet Number Type file Design CFM Pre Test CFM FINAL CFM Entrance 1 CD 8 x 4 30 43 38 Kitchen/Living Rm 2 CD 10 x 10 160 193 162 Bathroom 3 CD 8 x 4 15 29 29 Bedroom 1 4 CD 12 x 8 180 154 171 Bedroom 2 Vent 1 5 CD 10 x 10 125 114 114 Bedroom 2 Vent 2 6 CD 10 x 10 125 121 121 TOTAL 635 635 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. +++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES.. Pro -Duct Services, 1915 Rio Vista Rij Fort Pierce, FL 34949 772.528.2076 pro-ductservicesfl@gmail.com PRO -DUCT SERVICES BLOWER DOOR&DUCTLEAKAOETESTING TESTING -ADJUSTING -BALANCING AIR OUTLET CHARACTERIZATION for STAN WEEKS & ASSOCIATES Edwards Landing —BUILDING 20 319S Morning Dew Lane, Fort Pierce, FL 34982 Description Outlet Number Type Use Design CFM Pre Test CFM FINAL CFM Entrance 1 CD 8 x 4 30 38 38 Kitchen/Living Rm 2 CD 30 x 10 160 209 179 Bathroom 3 CD 8 x 4 is 34 29 Bedroom 1 4 CD 12 x 8 180 159 177 Bedroom 2 Vent 1 5 CD 10 x 30 125 107 115 Bedroom 2 Vent 2 6 CD 10 x 10 125 113 119 TOTAL 635 657 FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan Mechanical components working as designed and match plan COMMENTS requirements. ... ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES # i # Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949 772.528.2076 pro-ductservices,Jl@gmail.com PRO -DUCT SERVICES BLOWERDOOR&DUCTLEARAGETESTING TESTING -ADJUSTING -BALANCING TESTING, ADJUSTING, & BALANCING WARRANTY for itan Weeks & Associates Edwards Landing —BUILDING 20 All Testing, Adjusting, & Balancing performed on this project by Pro -Duct Services is under warranty for a period of One Year from the date of completion of the Test & Balance, unless otherwise noted. Warranty will be considered null and void if another TAB company is brought in to evaluate the project without notifying Pro -Duct Services to be present at the time of the additional testing. Date of TAB Testing: 9/30/2019 Warranty Expiration Date: 10/31/2020 Pro -Duct Services Authorized Signature: Pro -Duct Services Technician: Michael Faurot Certified NCI Contractor/Supervisor/Technician NCI Commercial Certification ID: 19-229-03 BPI Certification ID: 5059122 +++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES... Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949 772.528.2076 pro-ductservicesfl@,gmail.com PRO -DUCT SERVICES BLOWERDOOR& DUCT LEAKAOE TESTINO TESTING -ADJUSTING -BALANCING Pro -Duct Services, 1915 Rio Vista Rd Fort Pierce, FL 34949 772.528.2076 pro-ductservicesfl@gmaii.com • Termite- Inspoction �e5,,s Christ ;S lotq . 72-323-7921 • Termite Pretreatment EVIC1 A -Bug TO11 free.1-877-365-9999 • Pest Control Termite & • Rodent Service Pest fal. 772-349.5999 • Fire Ant Lawn Service - Control, Email: Evictabug@gmail.com ` Inc. • Whitefly Treatment 4293 SW High Meadows Ave. • Licensed & Insured Lic. JB175775 Palm City, FL 34990 Notice of Preventative Treatment for Termites s required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) PEST PREVENTION FIFE ANT SERVICE I TERMITE SERVICE I RODENT EXCLUSION & REMOVAL I WHITEFLY TREATMENT DATE OF SERVICE I J a a, TIME O a DEVELOPMENT NAME (PROJECT) F Wtl I CONTRACTOR'S NAME CO TACT PERSON iki tAu .� I to '� I STRUCTURE ADDRESS (LOT/BLOCK I g5-' -7' 1� /1/ ,CITY, ATE r.I� Cn 4 D\ COUNTY u('I ar-1 \ it ' 1 Rio;R. (AIV\ ❑ FLOATING gMONOLITHIC ❑ PATIO ❑ GARAGE ❑ DRIVEWAY ❑ STEM WALUFOOTERS ❑ ADDITION ❑ CUTOUTS ❑ FOOTER ❑ FRONT ENTRY ❑ RETREAT ❑ BORA CARE TREATMENT ❑ PLUMBING CUT OUTS ❑ SIDEWALKS J*AMP &TREAT ❑ TREAT ONLY ❑ FINAL ❑ POOL DECK ❑ OTHER PRODUCTS ❑ BASELINE 4/DOMINION 2LACTIVE INGREDIENT ❑ TERMIDOR SC ❑ BORACARE ❑ PREMISE ❑ TALSTAR ❑ OTHER ACTIVE INGREDIENT % IMIDACLAPRID O BIFENTHRIN ❑ DISODIUM OCTABORATE TETRAHYDRATE CONCENTRATION / ❑ .06% ❑ .1% ❑ .12%!❑ .25% .05%. ❑ 23% ❑ 9% ❑ OTHER GALLONS APPLIED / `l qe) SQUARE FOOTAGE �? h 4 LINEAR FOOTAGE —AES ❑ NO 09suRED OR VERIFIED PER PLANS JOB.READY CONDITIONS MET YES ❑ NO DETAILS Asper 104.2.6 FBC - If soil chemical barrier method for termite prevention is used. Final exterior treatment shall be completed prior to final building approval. Certificate of Compliance: The building has received a complete treatment for the prevention of subterranean termites. Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services. (Per the Florida Building Code.) If this notice is for the final exterior treatment, initial and date this line FINAL STICKER ❑ ELECTRICAL PANEL ❑ WATER HEATER Payment Terms: Payment due at time of service. Data 0 Applicator. (EvictA Bug Termite and Date (Prcpeq Owner orAgent) www.evictabugpestcontrol.com 1 �., ANDERSEN ANDRE CONSULTING ENGINEERS, INC. /bS'&w� FIELD DENSITY TEST REPORT 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax:772-807-9192 www.aaceinc.com PROJECT: Sedona - Phase 1 FILE NO: 17-242 Fort Pierce, Florida REPORT NO: 142 (Revised) REPORTED TO: Edwards Landing, LLC CC: Culpepper & Terpening, Inc. DATE OF TEST(S): 1112912018 PAGE NO.: 1 OF 1 TEST NO. Floor Slab and Footing Subgrade, Bldg. T-20, 31853195 Nightfall MDR MOISTURE DRY PERCENT DEPTH Circle NO. CONTENT % DENSITY COMPACTION LOCATION 1 SS of north end of east footing 2589 10.7 110.8 98 0 to -12" F 2 Center of southern footing 2589 11.1 111.0 98 0 to -12" F 3 1 ON of south end of west footing 2589 10.4 111.7 99 0 to -12" F 4 20'N &TE of SW corner of pad 2589 9.7 110.6 98 0 to -12" FS 5 Center of building pad 2589 10.0 112.0 99 0 to -12" FS 6 �e TW & 6'S of NE corner of pad ;z � m 11.0 110.5 98 0 to -12" FS i' �u""'1 3.0 1018 I BY. * DENOTES IN -PLACE DENSITY TEST DOES NOT ME INIMUM COMPACTION REQUIREMENT OF 98 PERCENT. ** RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: IJ ASTM D-2937 r ASTM D-2922 ❑ ASTM D-2167 r ASTM D-1556 TECHNICIAN: BS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION ASTMMET MDR NO. MAX. MOISTURE MOISTURE PSSG= STABILIZED SUBGRADE PB=PAVEMENT BASE TEST METHOD DENSITY IRS =ROADWAY NSSG= NON STABILIZED SUBGRADE 2589 D1557 113.1 PCF 12.2 i SBP = SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: " I David P. Andr , . . Fla. Reg. No. 53969 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR E RACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772.807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Sedona - Phase 1 FILE NO: 17-242 Fort Pierce, Florida REPORT NO: 142 (Revised) REPORTED TO: Edwards Landing, LLC CC: Culpepper & Terpening, Inc. DATE OF TEST(S): 11/29/2018 PAGE NO.: 1 OF 1 TEST NO. Floor Slab and Footing Subgrade, Bldg. T•20, 3185-3195 Nightfall MDR MOISTURE DRY PERCENT DEPTH Circle NO. CONTENT % DENSITY COMPACTION LOCATION 1 VS of north end of east footing 2589 10.7 110.8 98 0 to -12" F 2 Center of southern footing 2589 11.1 111.0 98 0 to -12" F 3 1 ON of south end of west footing 2589 10.4 111.7 99 0 to -12" F 4 20'N & TE of SW comer of pad 2589 9.7 110.6 98 0 to -12" FS 5 Center of building pad 2589 10.0 112.0 99 0 to -12" FS 6 TW & VS of NE comer of pad 2589 11.0 110.5 98 0 to-12" FS ' DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. " RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: IJ ASTM D-2937 r ASTM D-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: BS REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MOISTURE MDR NO. MAX MOISTURE ASTMMET PSSG= STABILIZED SUBGRADE PB=PAVEMENT BASE TEST METHOD DENSITY RS=ROADWAY NSSG = NON STABILIZED SUBGRADE 2589 D1557 113.1PCF 12.2% SBP = SOIL BELOW PAVEMENT TOP=TOPOFPIPE BOP=BOTTOM OF PIPE BOS=BOTTOMOFSTRUCTURE OTHER: 3./4V; David P: Andre, P.E. Fla: Reg.,No. 53969 AS A MUTUAL PROTECTION TO CUENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL SUBSURFACE SOIL EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1 3185-3195 NIGHTFALL CIRCLE (BUILDING T-20) ST. LUCIE COUNTY, FLORIDA AACE FILE No.17-249 ScNwso St U36e Goun�l ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue Port St. Lucie, Florida 34983 Ph:772-807-9191 Fx:772-807-9192 www.aaceinc.com TABLE OF CONTENTS SUBSURFACE SOIL EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1 3185-3195 NIGHTFALL CIRCLE (BUILDING T-20) ST. LUCIE COUNTY, FLORIDA AACE FILE No.17-249 PAGE# 1.0 INTRODUCTION...............................................................1 2.0 SITE INFORMATION AND PROJECT UNDERSTANDING ..................................... 1 3.0 FIELD EXPLORATION PROGRAM...................................................2 4.0 OBSERVED SUBSURFACE CONDITIONS...............................................2 4.1 General Soil Conditions.............................................2 4.2 Measured Groundwater Level......................................3 5.0 LIMITED LABORATORY TESTING PROGRAM...........................................3 6.0 GEOTECHNICAL ENGINEERING EVALUATION...........................................3 6.1 General..........................................................3 6.2 Site Preparation Recommendations .................................. 3 6.3 Foundation and Slab Design........................................4 7.0 QUALITY AssuRANCE...........................................................5 8.0 CLOSURE....................................................................5 • Sheet No. 1 • Site Vicinity Maps • Sheet No. 2 • Boring Location Plan and Soil Boring Profiles • Appendix I • USDA Soil Survey Information • Appendix II • General Notes (Soil Borings, Sampling and Testing Methods) • Appendix II • AACE Project Limitations and Conditions ANDERSEN ANDRE CONSULTING ENGINEERS, INC. z, W WW.AACEINC.COM ANDERSEN ANDRE CONSULTING ENGINEERS, INC. AACE File No. 17-249 Geotechnical Engineering June 1, 2018 Construction Materials Testing Rev. Nov. 29, 2018 Environmental Consulting Edwards Landing, LLC 2324 South Congress Avenue, Suite 2E West Palm Beach, FL 33406 Attention: Mr. Gregg Wexler SUBSURFACE SOIL EXPLORATION AND GEOTECHNICAL ENGINEERING EVALUATION SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1 3185-3195 NIGHTFALL CIRCLE (BUILDING T-20) ST. LUCIE COUNTY, FLORIDA 1.0 INTRODUCTION In accordance with your authorization, Andersen Andre Consulting Engineers, Inc. (AACE) has completed a subsurface exploration and geotechnical engineering analyses for the above referenced project. The purpose of performing this exploration was to explore shallow soil types and groundwater levels as they relate to the proposed single -story residential building construction, and restrictions which these soil and groundwater conditions may place on the proposed site development. Our work included Standard Penetration Test (SPT) borings, solid - stem auger borings, limited laboratory testing, and engineering analysis. This report documents our explorations and tests, presents our findings, and summarizes our conclusions and recommendations. 2.0 SITE INFORMATION AND PROJECT UNDERSTANDING The Sedona Phase 1 project covers approximately 10 acres of land within an approximately35-acre parent tract located on the southwest corner of Edwards Road and 25th Street (St. James Drive) in St. Lucie County, Florida (within Section 29, Township 35 South, Range 40 East). The location of the subject site (i.e. the 10-acre Phase 1 portion) is graphically depicted on the Site Vicinity Map (2016 aerial photograph) as well as on a reproduction of the 1983 USGS Quadrangle Map of "Fort Pierce, Florida", both presented on Sheet No. 1. The USGS Quadrangle Map depicts the subject property as being relatively level with an average surface elevation of about 10 feet relative to the National Geodetic Vertical Datum of 1929. The infrastructure installation for the Phase 1 site is currently on -going and the proposed T-20 building site is roughly outlined and slightly elevated when compared to the surrounding grades. Accordingto the USDA NRCS Web Soil Survey, the predominant surficial soil type within the subject site is the Winder loamy sand (Map Unit ID 55). This soil type is noted to consist of sandy and loamy marine deposits found on flats within historic marine terraces. The approximate location of the subject site is shown superimposed on an aerial photograph on Sheet No. 1, along with a more specific description of the soil type. Further, the USDA Web Soil Survey summary report is included in Appendix I. 834 Swan Avenue, Port St. Lucie, Florida 34983 Ph: 772-807-9191 Fx: 772-807-9192 www.aaceinc.com SEDONA RESIDENTIAL DEVELOPMENT- PHASE 1 Page -2- 3185-3195 NIGHTFALL CIRCLE (BUILDING T-20) RACE FILE No.17-249 Based on our conversations and on our cursory review of the project civil engineering plans (prepared by Culpepper & Terpening, Inc), we understand that Phase I of the Sedona project consists of constructing thirteen (13) single -story, multi -unit residential dwellings and a clubhouse/swimming pool complex. Additional project features include roadway construction, as well as drainage and utility improvements. Based on your request and after briefly discussing the project with your architect, we understand that at this point in time it is desired to only have a subsurface exploration and geotechnical engineering evaluation performed for theT-20 building site. We have not been provided with any specific structural or architectural information relative to this single -story multi -unit structure. However, we expect that it will be constructed with load -bearing masonry walls and possibly isolated columns. For construction of this type we expected maximum wall loads of 1-2 kips per lineal foot and maximum column loads (if any) of 100 kips. Following our site visit, we expect that 1-2 feet of fill will be placed across the site to raise the general building grades. 3.0 FIELD EXPLORATION PROGRAM To explore subsurface conditions at theT-20 building site, one (1) Standard Penetration Test (SPT) boring (ASTM D1586) and two (2) solid -stem auger borings were completed to depths of 10-15 feet below the existing grades. This work was completed on May 29, 2018. The field work locations shown on Sheet No. 2 were determined in the field by our field crew using the provided site plan, and tape/wheel measurements and the roughly outlined building pads as reference. The locations should be considered accurate only to the degree implied by the method of measurement used. We preliminarily anticipate that the actual locations are within 15 feet of those shown on Sheet No. 2. Summaries ofAACE'sfield procedures are included in Appendix II andthe individual boring profiles are presented on the attached Sheet No. 2. Samples obtained during performance of the borings were visually classified in the field, and representative portions of the samples were transported to our laboratory in sealed sample jars for further classification. The soil samples recovered from our explorations will be kept in our laboratory for 60 days, then discarded unless you specifically request otherwise. 4.0OBSERVED SUBSURFACE CONDITIONS 4.1 General Soil Conditions Detailed subsurface conditions are illustrated on the soil boring profiles presented on Sheet No. 2. The stratification of the boring profiles represents our interpretation of the field boring logs and the results of laboratory examinations of the recovered samples. The stratification lines represent the approximate boundary between soil types. The actual transitions may be more gradual than implied. In general, at the locations and depths explored, our borings encountered loose to moderately dense fine sands (SP), slightly clayey fine sands (SP-SC), and clayey fine sands (SC) to depths of about 13 feet, followed by verysoft clay (CL) reaching the termination depth of our deepest boring. The above soil profile is outlined in general terms only; please refer to Sheet No. 2 for individual soil profile details. SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1 Page -3- 3185-3195 NIGHTFALL CIRCLE (BUILDING T-20) AACE FILE No. 17-249 4.2 Measured Groundwater Level The groundwater table depth as encountered in the borings du ring the field investigations is shown adjacent to the soil profiles on the attached Sheet No. 2. As can be seen, the groundwater table was generally encountered at depth of about 5.0 feet to about 6.0 feet below the existing ground surface, with this range likely attributed to similar, localized elevation variations acrossthe building pad. Overall, fluctuations in groundwater levels should be anticipated throughout the year primarily due to seasonal variations in rainfall and other factors that may vary from the time the borings were conducted. 5.0 LIMITED LABORATORY TESTING PROGRAM Our drillers observed the soil recovered from the SPT sampler and augers, placed the recovered soil samples in moisture proof containers, and maintained a log for each boring. The recovered soil samples, along with the field boring logs, were transported to our Port St. Lucie soils laboratory where they were visually examined by AACE's project engineer to determine their engineering classification. The visual classification of the samples was performed in accordance with the Unified Soil Classification System, USCS. 6.0 GEOTECHNICAL ENGINEERING EVALUATION 6.1 General Based on the findings of our site exploration, our evaluation of subsurface conditions, and judgment based on our experience with similar projects, we conclude that the soils underlying this site are generally satisfactory to support the proposed single -story residential building on conventional spread foundations or a thickened-edge(monolithic)slab. Regardless, in our opinion, the bearing capacity of the loose near -surface soils should be improved in order to reduce the risk of unsatisfactory foundation performance. The general soil improvement we recommend includes proofrolling the building with a heavy vibratory roller. Following are specific recommendations forsite preparation procedures and foundation design for the project. 6.2 Site Preparation Recommendations The existingT-20 building pad should be leveled and compacted with a heavy vibratory roller; any soft, yielding soils detected should be excavated and replaced with clean, compacted backfill that conforms with the recommendations below. Sufficient passes should be made during the proofrolling operations to produce dry densities not less than 98 percent of the modified Proctor Y (ASTM D1557) maximum dry density of the compacted material to depths of 2 feet below the compacted surface, or 2 feet below the bottom of footings, whichever is lower. In any case, the building pad should receive not less than 10 overlapping passes, half of them in each of two perpendicular directions. After the existing pad surfaces have been compacted and tested to verify that the desired dry density has been obtained, the building area may be filled to the desired grades. All fill material should conform to the recommendations below. It should be placed in uniform layers not exceeding 12 inches in loose thickness. Each layer should be compacted to a dry density not less than 98 percent of its modified Proctor (ASTM D1557) maximum value. SEDONA RESIDENTIAL DEVELOPMENT- PHASE 1 Page -4- 3185-3195 NIGHTFALL CIRCLE (BUILDING T-20) AACE FILE No.17-249 After completion of the general site preparations discussed above, the bottom of foundation excavations dug through the compacted natural ground, fill or backfill, should be compacted so as to densify soils loosened during or after the excavation process, or washed or sloughed into the excavation priorto the placementof forms. Avibratory, walk -behind plate compactorcan be used for this final densification immediately prior to the placement of reinforcing steel, with previously described density requirements to be maintained below the foundation level. Following removal of foundation forms, backfill around foundations should be placed in lifts six inches or less in thickness, with each lift individually compacted with a plate tamper. The backfill should be compacted to a dry density of at least 95 percent of the modified Proctor (ASTM D-1557) maximum dry density. All fill material under the buildings should consist of clean sands free of organics and other deleterious materials. The fill material should have not more than 12 percent by dry weight passing the U.S. No. 200 sieve, and no particle larger than 3 inches in diameter. Backfill behind walls, if any, should be particularly pervious, with not more than 4 percent by dry weight passing the U.S. #200 sieve. 6.3 Foundation and Slab Design After the foundation soils have been prepared as recommended above, the site should be suitable for supporting the proposed single -story residential building construction on conventional shallow foundations or a thickened -edge (monolithic) slab proportioned for an allowable bearing stress of 1,500 pounds per square foot [psfj, or less. To provide an adequate factor of safety against a shearing failure in the subsoils, all continuous foundations should be at least 18 inches wide, and all individual column footings should have a minimum width of 36 inches. Exterior foundations should bear at least 18 inches below adjacent outside final grades. Based upon the boring information and the assumed loading conditions, we estimate that the recommended allowable bearing stress will provide a minimum factor of safety in excess of two against bearing capacity failure. With the site prepared and the foundations designed and constructed as recommended, we anticipate total settlements of one inch or less, and differential settlement between adjacent similarly loaded footings of less than one -quarter of an inch. Because of the granular nature of the subsurface soils, the majority of the settlements should occur during construction; post -construction settlement should be minimal. We recommend that representatives of AACE inspect all footing excavations in order to verify that footing bearing conditions are consistent with expectations. Foundation concrete should not be cast over a foundation surface containing topsoil or organic soils, trash of any kind, surface made muddy by rainfall runoff, or groundwater rise, or loose soil caused by excavation or other construction work. Reinforcing steel should also be clean at the time of concrete casting. If such conditions develop during construction, the reinforcing steel must be lifted out and the foundation surface reconditioned and approved by AACE. After the ground surface is proofrolled and filled, if necessary, as recommended in this report, the floor slab can be placed directly on the prepared subgrade. For design purposes, we recommend using a subgrade reaction modulus of 200 pounds per cubic inch (pci) for the compacted shallow sands. In our opinion, a highly porous base material is not necessary. We recommend to use a minimum of 10 mil polyolefin film as the main component of a vapor barrier system. SEDONA RESIDENTIAL DEVELOPMENT -PHASE 1 Page -5- 3185-3195 NIGHTFALL CIRCLE (BUILDING T-20) AACE FILE No.17-249 7.0 QUALITY ASSURANCE We recommend establishing a comprehensive quality control program to verify that all site preparation and foundation and pavement construction is conducted in accordance with the appropriate plans and specifications. Materials testing and inspection services should be provided by Andersen Andre Consulting Engineers, Inc. An experienced engineering technician should monitor all stripping and grubbing, on a full-time basis to verify that deleterious materials have been removed. The technician should observe the proof -rolling operation to verify that the appropriate number of passes are applied to the subgrade. In -situ density tests should be conducted during filling activities and below all footings, floor slabs, pavement areas, and within utility/drainage installations to verify that the required densities have been achieved. In -situ density values should be compared to laboratory Proctor moisture -density results for each of the different natural and fill soils encountered. 8.0 CLOSURE The geotechnical evaluation submitted herein is based on the data obtained from the soil boring profiles presented on Sheet No 2, and our understanding of the project as described in the previous. Limitations and conditions to this report are presented in Appendix III. This report has been prepared in accordance with generally accepted soil and foundation engineering practices for the exclusive use of Edwards Landing,LLC. No other warranty, expressed or implied, is made. We are pleased to be of assistance to you on this phase of your project. When we may be of further service to you or should you have any questions, please contact us. Sincerely, ANDERSEN ANDRE CONSULTING ENGINEERS, INC. Certificate of Authorization No. 26794 PeterG. Andersen, P.E. David P. Andre, P.E. Principal Engineer Principal Engineer Fla. Reg. No. 57956 Fla. Reg. No. 53969 /�/t PGA/DPA:pa ANDERSEN ANDRE CONSULTING ENGINEERS, INC. www.AACEINC.COM 2016 AERIAL PHOTOGRAPH NOT TO SCALE USGS TOPOGRAPHIC MAP (1983 USGS Quadrangle Map of "Fort Pierce, Florida") SECTION 29 TOWNSHIP 35S RANGE 40E ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue, Port St Lucie, FL 34983 772-807-9191 w AACElnaeom Certificate of Authorization No. 26784 www. � ivywm.wm SITE VICINITY MAPS USDA SOIL SURVEY MAP USDA NRCS SOIL TYPE IN VICINITY OF PROPOSED BUILDING 55: Winder loamy sand "Typically, the surface layer is 6 inches thick. It is black loamy sand in the upper 3 inches and very dark gray loamy sand in the lower 3 inches. The subsurface layer is sand 6 inches thick. It is grayish brown in the upper 3 inches and light brownish gray in the lower 3 inches. The subsoil extends to a depth of 61 inches. In sequence, it is dark grayish brown sandy clay loam with a few light brownish gray sandy tongues of the subsurface layer in the upper 9 inches; gray sandy clay loam in the next 12 inches; dark gray sandy loam in the next 16 inches; and gray loamy sand in the lower 12 inches. The substratum, to a depth of 80 inches or more, is light gray sand" [from the USDA Soil Surrey Manuscript for St. Lucie County, FL (1980)] GEOTECHNICAL ENGINEERING EVALUATION SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1 31863195 NIGHTFALL CIRCLE (BUILDING T-20) ST. LUCIE COUNTY, FLORIDA Drawn by: PGA Checked by: DPA I. AACE File No: 17-249 te: June 2018 heet No. 1 -,301 PER M3T 01DER NO. 220_ yJ� J ) rFIRE ACCESS TIP) ---- — I AB-2 c �0 --- _ TB-1 m _ T=22 _ FF=1200' 6= \ \ FF-12.00' AB.1— — — ID. so \ 10�0 H CURS 70 = /: to.7o ia[c AL7 cDtcLe 0]N9T. 112 ,. a k I 1 e NxST. 112 OF 15' eC0 D , if 2a- RCP a a92x f I t I 1 .75— IT-118 I I = ( I Rp 1 B o T-21' s FF=12oc' g - FF=12ao' r — £ TER I I I • � aoec 10.80 - R£OYCTE . 100. 70I 11461 ga toor.'st'`'�.. .. . coN9 .. W ,r ar tf O nSi I i?? ,r O O.SO)i 15- RoO a 174i •^^ ,:: ,s o nme 0" a- 1Nd - l 6• K1MORNDVGD8IF IAPIfiO- wa-,.. 50 iTP 109D 090 LW D' (1i.)- S x' i - 10.i -•.• ..., _>_o. .. -. .. -...ram .: •. :. .:... >�ioo' rn2 I Ff=.i �� F��tzarl I LN.2 I FF-1200'� I I I I I I I LEGEND AND NOTES TB� Standard Penetration Test Boring AB-# - Auger Boring The shown boring locations were determined in the field using the provided site plan, obtained aerial photographs, existing site features, and Q a combination of a WARS -enabled handheld GPS instrument and tape/wheel measurements. The shown boring locations should be = Considered accurate only to the degree implied by the method of measurement used. NOT TO SCALE Sheet No. 2 Source: Reference Sheet No. 5 of plans prepared by Culpepper & Terpening, Inc. (dated 02/20/17) ANDERSEN ANDRE CONSULTING ENGINEERS, INC. 834 SW Swan Avenue, Port St. Lucle, FL 34983 772-807.9191 w .AACEinc.com Certificate of Authorization No. 26794 TB-1 DATE: 05/29/18 0 r........ W 5 I 9 C3 X w 15 E-......EO. ;RAY -BROWN SL. CLAYEY 1NE SAND (SP-SC) AB-1 DATE: 05/29/18 ......................Sa3.. ;RAY -BROWN CLAYEY 'INE SAND (SC) ......................_ ...... �. EOB 0 AB-2 DATE: 05/29/18 ............................. BROWN FINE SAND (SP) GRAY V. CLAYEY FINE SAND (SC) DK. BROWN FINE SAND (SP) .......................5.5:�.. BROWN FINE SAND (SP), T/O CLAY ORANGE -BROWN SL. CLAYEY IN TO CLAYEY FINE SAND (SP-SC/SC) _................................ BLS EOB 0 1 ...................... -, 0 GRAY SL CLAYEY FINE SAND (SP-SC) 'ORAt•IGE-9ROWA SU CLAYEY FINE SAND (SP-SC) ORANGE -BROWN SL CLAYEY TO CLAYEY FINE SAND (SP-SC/SC) _.:..:...I .... I.......... BLS 5 10 -RAY CLAY (CL), V0 SAND ................................. ........... ...,......_.................... ............. ..,.,....... 15 BLS SOIL GRAPHICAL LEGEND: FINE SAND (SP) SLIGHTLY CLAYEY FINE SAND (SP—SC) CLAYEY FINE SAND (SC) CLAY (CL) DRILLING NOTES: TB-# STANDARD PENETRATION TEST [SPT) BORING (ASTM D1586) N SPT RESISTANCE IN BLOWS PER FOOT x.x,w GROUNDWATER TABLE (FT BELOW EXIST. GRADE) AT TIME DRILLED EOB END OF BORING BLS BELOW LAND SURFACE SP, SP-SC, ETC: UNIFIED SOIL CLASSIFICATION SYSTEM [USCS) USCS GROUPS DETERMINED BY VISUAL CLASSIFICATION DRILL CREW FIRM: AACE DRILL CREW CHIEF: RL DRILL RIG: DIEDRICH D-25 DRILL METHOD: ROTARY-WASH/BENTONITE SLURRY CASING: NOT NEEDED HAMMER TYPE: AUTOMATIC/SAFETY GEOTECHNICAL ENGINEERING EVALUATION BORING LOCATION PLAN AND SEDONA RESIDENTIAL DEVELOPMENT -PHASE 1 SOIL BORING PROFILES 3185J795 NIGHTFALL CIRCLE(BUILDING T-20) ST. LUCIE COUNTY, FLORIDA Drawn by: PGA Checked by: DPA AACE File No: 17-249 Date: June 2018 Sheet No. 2 APPENDIX I USDA Soil Survey Information 1P 2,rY N Z 21WN 3 Soil Map —St. Lucie County, Florida >n (Edwards Landing, SLC) a rs. a 934® ANEO RMO M411D 554140 %um 3 MapScale: 1:1,570 if pdnRd onA larxl�pe (11° x &5") sheet N McDas e 31 40 ® tID Ao 5D ,ao mo sm Wppnnedion:Web Wmr br Ca ae dinates:WGS84 Edgeti¢:trrl4Zom17NWGSa4 i LISpq Natural Resources I Web Sail Survey Conservation Service 1 National Cooperative Soil Survey Fp_ M 2A 24 2W N auao `SrP.0 9r13(1 ai990 .`iM� k 8/21/2017 Page 1 of 3 Soil Map --St. Lucie County, Florida (Edwards Landing, SLC) MAP LEGEND MAP INFORMATION Area of Interest (AOI) ;R Spoil Area The soil surveys that comprise your AOI were mapped at 0 Area of Interest (AOI) IS Stony Spot 1:24,000. Soils Very Stony Spot Warning: Soil Map may not be valid at this scale. 0 Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause ry Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil Other line placement. The maps do not show the small areas of Soil Map Unit Points contrasting soils that could have been shown at a more detailed Special Spa Point Features ��•; Special Line Features scale. V Blowout Water Features Streams and Canals Please rely on the bar scale on each map sheet for map 931 Borrow Pit N measurements. Transportation X Clay Spot Rails Source of Map: Natural Resources Conservation Service Closed Depression +44 Web Soil Survey URL: N Interstate Highways Coordinate System: Web Mercator (EPSG:3857) Gravel Pit ry us Routes Maps from the Web Soil Survey are based on the Web Mercator •• Gravelly Spot Major Roads projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Landfill P764 Local Roads Albers equal-area conic projection, should be used if more Lava Flow accurate calculations of distance or area are required. A. Background Marsh or swamp - Aerial Photography This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Mine or Quarry Soil Survey Area: St. Lucie County, Florida Miscellaneous Water Survey Area Data: Version 9, Sep 16, 2016 0 Perennial Water Soil map units are labeled (as space allows) for map scales y. Rock Outcrop 1:50,000 or larger. + Saline Spot Date(s)aerial images were photographed: Dec 31, 2009—Mar 217 • • Sandy Spot The orthophoto or other base map on which the soil lines were Severely Eroded Spot compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor ® Sinkhole shifting of map unit boundaries may be evident. Slide or Slip �J Sodic Spot USpA Natural Resources Web Soil Survey 8/2112017 Conservation Service National Cooperative Soil Survey Page 2 of 3 Soil Map —St. Lucie County, Florida Map Unit Legend Edwards Landing, SLC St Lucie County, FloridajFL111y Map. Unit Symbol Map Unit Name Acres in AOl Percent. of AOI 48 Wabasso sand, 0 to 2 percent slopes 2.1 23.7% 55 Winder loamy sand 6.9 76.3% Totals for Area of Interest 9.0 100.0% Usog Natural Resources Web Soil Survey 8/21/2017 i� Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description: Winder loamy sand --St. Lucie County, Florida St. Lucie County, Florida 55—Winder loamy sand Map Unit Setting National map unit symbol., ljpwk Mean annual precipitation: 49 to 58 inches Mean annual air temperature: 70 to 77 degrees F Frost -free period: 350 to 365 days Farmland classification: Farmland of unique importance Map Unit Composition Winder, drained and bedded, and similar soils: 67 percent Winder, hydric, and similarsoils: 15 percent Minor components: 18 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Winder, Drained And Bedded Setting Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Concave, convex Across -slope shape: Linear Parent material. Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: loamy sand E - 6 to 12 inches: sand Btg1 - 12 to 33 inches: sandy clay loam Btg2 - 33 to 49 inches: sandy loam Cgl - 49 to 61 inches: loamy sand Cg2 - 61 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: High Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 Whir) Depth to water table: About 12 to 18 inches Frequency of flooding. None Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available waterstorage in profile: Low (about 5.8 inches) Edwards Landing, SLC uspq Natural Resources Web Soil Survey 8/21/2017 Conservation Service National Cooperative Soil Survey Page 1 of 4 Map Unit Description: Winder loamy sand --St. Lucie County, Florida Edwards Landing, SLC Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonimigated): 3w Hydrologic Soil Group: C/D Other vegetative classification: Loamy and clayey soils on flats of hydric or mesic lowlands (G156BC341 FL) Hydric soil rating: No Description of Winder, Hydric Setting Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Concave, linear Across -slope shape: Linear Parent material., Sandy and loamy marine deposits Typical profile A - 0 to 6 inches: loamy sand E - 6 to 12 inches: sand Btg1- 12 to 33 inches: sandy clay loam Btg2 - 33 to 49 inches: sandy loam Cg1- 49 to 61 inches: loamy sand Cg2 - 61 to 80 inches: sand Properties and qualities Slope: 0 to 2 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very high Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: About 0 to 12 inches Frequency of Flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 5 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 4.0 Available waterstorage in profile: Low (about 5.8 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Other vegetative classification: Loamy and clayey soils on flats of hydric or mesic lowlands (G156BC341 FL) Hydric soil rating: Yes Minor Components Floridana Percent of map unit: 3 percent USpg Natural Resources Web Soil Survey 8/21/2017 Conservation Service National Cooperative Soil Survey Page 2 of 4 Map Unit Description: Winder loamy sand --St. Lucie County, Florida Landform: Depressions on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Concave Across -slope shape: Concave Other vegetative classification: Sandy over loamy soils on stream terraces, flood plains, or in depressions (G156BC245FL) Hydric soil rating., Yes Riviera Percent of map unit., 3 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Linear Across -slope shape: Linear Other vegetative classification: Sandy over loamy soils on flats of hydric or mesic lowlands (G156BC241 FL) Hydric soil rating: Yes Hallandale Percent of map unit. 3 percent Landform: Flats on marine terraces Landform position (three-dimensional): Interfluve, tall Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G1 56BC141 FL) Hydric soil rating., No Pineda Percent of map unit., 3 percent Landform: Drainageways on marine terraces, flats on marine terraces Landform position (three-dimensional): Dip Down -slope shape: Linear Across -slope shape: Concave Other vegetative classification: Sandy over loamy soils on flats of hydric or mesic lowlands (G156BC241 FL) Hydric soil rating: Yes Wabasso, gravelly substratum Percent of map unit: 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G1 56BC141 FL) Hydric soil rating: No Wabasso Percent of map unit., 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Convex Edwards Landing, SLC USD.q Natural Resources Web Soil Survey 8/21/2017 Conservation Service National Cooperative Soil Survey Page 3 of 4 Map Unit Description: Winder loamy sand --St. Lucie County, Florida Across -slope shape: Linear Other vegetative classification: Sandy soils on flats of mesic or hydric lowlands (G156BC141FL) Hydric soil rating: No Winder, shell substratum, hydric Percent of map unit., 2 percent Landform: Flats on marine terraces Landform position (three-dimensional): Talf Down -slope shape: Concave, linear Across -slope shape: Linear Other vegetative classification: Loamy and clayey soils on flats of hydric or mesic lowlands (13156BC341 FL) Hydnc soil rating. Yes Data Source Information Soil Survey Area: St. Lucie County, Florida Survey Area Data: Version 9, Sep 16, 2016 Edwards Landing, SLC Natural Resources Web Soil Survey 8/21/2017 Conservation Service National Cooperative Soil Survey Page 4 of 4 APPENDIX II General Notes (Soil Borings, Sampling and Testing Methods) ANDERSEN ANDRE CONSULTING ENGINEERS, INC. SOIL BORING, SAMPLING AND TESTING METHODS GENERAL Andersen Andre Consulting Engineers, Inc. (AACE) borings describe subsurface conditions only at the locations drilled and at the time drilled. They provide no information about subsurface conditions below the bottom of the boreholes. At locations not explored, surface conditions that differ from those observed in the borings may exist and should be anticipated. The information reported on our boring logs is based on our drillers' logs and on visual examination in our laboratory of disturbed soil samples recovered from the borings. The distinction shown on the logs between soil types is approximate only. The actual transition from one soil to another may be gradual and indistinct. The groundwater depth shown on our boring logs is the water level the driller observed in the borehole when it was drilled. These water levels may have been influenced by the drilling procedures, especially in borings made by rotary drilling with bentonitic drilling mud. An accurate determination of groundwater level requires long-term observation of suitable monitoring wells. Fluctuations in groundwater levels throughout the year should be anticipated. The absence of groundwater level on certain logs indicatesthatnogroundwater data is available. It does not mean that groundwater will not be encountered at that boring location at some other point in time. STANDARD PENETRATION TEST The Standard Penetration Test (SPT) is a widely accepted method of in situ testing of foundation soils (ASTM D-1586). A 2-foot (0.6m) long, 2-inch (50mm) O.D. split-barrell sampler attached to the end of a string of drilling rods is driven 24 inches (0.60m) into the ground by successive blows of a 140-pound (63.5 Kg) hammer freely dropping 30 inches (0.76m). The number of blows needed for each 6 inches (0.15m) increments penetration is recorded. The sum of the blows required for penetration of the middle two 6-inch (0.15m) increments of penetration constitutes the test result of N-value. After the test, the sampler is extracted from the ground and opened to allow visual description of the retained soil sample. The N-value has been empirically correlated with various soil properties allowing a conservative estimate of the behavior of soils under load. The following tables relate N-values to a qualitative description of soil density and, for cohesive soils, an approximate unconfined compressive strength (Qu): Cohesionless Soils: N-Value Description 0 to 4 Veryloose 4 to 10 Loose 10 to 30 Medium dense 30 to 50 Dense Above 50 Very dense Cohesive Soils: N-Value Description CCu 0 to 2 Very soft Below 0.25 tsf (25 kPa) 2 to 4 Soft 0.25 to 0.50 tsf (25 to 50 kPa) 4 to 8 Medium stiff 0.50 to 1.0 tsf (50 to 100 kPa) 8 to 15 Stiff 1.0 to 2.0 tsf (100 to 200 kPa) 15 to 30 Very stiff 2.0 to 4.0 tsf (200 to 400 kPa) Above 30 Hard Above 4.0 tsf (400 kPa) The tests are usually performed at 5 foot (1.5m) intervals. However, more frequent or continuous testing is done by AACE through depths where a more accurate definition of the soils is required. The test holes are advanced to the test elevations by rotary drilling with a cutting bit, using circulating fluid to remove the cuttings and hold the fine grains in suspension. The circulating fluid, which is bentonitic drilling mud, is also used to keep the hole open below the water table by maintaining an excess hydrostatic pressure inside the hole. In some soil deposits, particularly highly pervious ones, flush -coupled casing must be driven to just above the testing depth to keep the hole open and/or prevent the loss of circulating fluid. After completion of a test borings, the hole is kept open until a steady state groundwater level is recorded. The hole is then sealed by backfilling, either with accumulated cuttings or lean cement. Representative split -spoon samples from each sampling interval and from different strata are brought to our laboratory in air -tight jars for classification and testing, if necessary. Afterwards, the samples are discarded unless prior arrangement have been made. POWER AUGER BORINGS Auger borings (ASTM D-1452) are used when a relatively large, continuous sampling of soil strata close to the ground surface is desired. A4-inch (100 mm) diameter, continuous flight, helical auger with a cutting head at its end is screwed into the ground in 5-foot (1.5m) sections. It is powered by the rotary drill rig. The sample is recovered by withdrawing the augerourofthe ground without rotating it. The soil sample so obtained, is classified in the field and representative samples placed in bags orjars and returned to the AACE soils laboratory for classification and testing, if necessary. HAND AUGER BORINGS Hand auger borings are used, if soil conditions are favorable, when the soil strata are to be determined within a shallow (approximately 5-foot [1.5m]) depth or when access is not available to power drilling equipment. A 3-inch (75mm) diameter hand bucket auger with a cutting head is simultaneously turned and pressed into the ground. The bucket auger is retrieved at approximately 6-inch (0.15m) interval and its contents emptied for inspection. On occasion post - hole diggers are used, especially in the upper 3 feet (1m) or so. Penetrometer probings can be used in the upper 5 feet (1.5m) to determine the relative density of the soils. The soil sample obtained is described and representative samples put in bags or jars and transported to the AACE soils laboratory for classification and testing, if necessary. UNDISTURBED SAMPLING Undisturbed sampling (ASTM D-1587) implies the recovery of soil samples in a state as close to their natural condition as possible. Complete preservation of in situ conditions cannot be realized; however, with careful handling and proper sampling techniques, disturbance during sampling can be minimized for most geotechnical engineering purposes. Testing of undisturbed samples gives a more accurate estimate of in situ behavior than is possible with disturbed samples. Normally, we obtain undisturbed samples by pushing a 2.875-inch (73 mm) I.D., thin wall seamless steel tube 24 inches (0.6 m) into the soil with a single stoke of a hydraulic ram. The sampler, which is a Shelby tube, is 30 (0.8 m) inches long. After the sampler is retrieved, the ends are sealed in the field and it is transported to our laboratory for visual description and testing, as needed. ROCK CORING In case rock strata is encountered and rock strength/continuity/composition information is needed for foundation or mining purposes, the rock can be cored (ASTM D-2113) and 2-inch to 4-inch diameter rock core samples be obtained for further laboratory analyses. The rock coring is performed through flush -joint steel casing temporarily installed through the overburden soils above the rock formation and also installed into the rock. The double- or triple -tube core barrels are advanced intothe rocktypically in 5-foot intervals and then retrieved to the surface. The barrel is then opened so that the core sample can be extruded. Preliminary field measurements of the recovered rock cores include percent recovery and Rock Quality Designation (RQD) values. The rock cores are placed in secure core boxes and then transported to our laboratory for further inspection and testing, as needed. SFWMD EXFILTRATION TESTS In order to estimate the hydraulic conductivity of the upper soils, constant head or falling head exfiltration tests can be performed. These tests are performed in accordance with methods described in the South Florida Water Management District (SFWMD) Permit Information Manual, Volume IV. In brief, a 6 to 9 inch diameter hole is augered to depths of about 5 to 7 feet; the bottom one foot is fil led with 57-stone; and a 6-foot long slotted PVC pipe is lowered into the hole. The distance from the groundwater table and to the ground surface is recordedand the hole is then saturated for 10 minutes with the water level maintained at the ground surface. If a constant head test is performed, the rate of pumping will be recorded at fixed intervals of 1 minute for a total of 10 minutes, following the saturation period. LABORATORY TEST METHODS Soil samples returned to the AACEsoils laboratoryarevisually observed by geotechnical engineer or a trained technician to obtain more accurate description of the soil strata. Laboratory testing is performed on selected samples as deemed necessary to aid in soil classification and to help define engineering properties of the soils. The test results are presented on the soil boring logs at the depths at which the respective sample was recovered, except that grain size distributions or selected other test results may be presented on separate tables, figures or plates as discussed in this report. THE PROJECT SOIL DESCRIPTION PROCEDURE FOR SOUTHEAST FLORIDA CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES The soil descriptions shown on the logs are based upon visual -manual procedures in accordance with local practice. Soil classification is performed in general accordance with the United Soil Classification System and is also based on visual -manual procedures. BOULDERS (>12" 1300 MMII and COBBLES (3" T75 MM1 TO 12" (300 MMII: GRAVEL: Coarse Gravel: 3/4" (19 mm) to 3" (75 mm) Fine Gravel: No. 4 (4.75 mm) Sieve to 3/4" (19 mm) Descriptive adiectives 0 - 5% — no mention of gravel in description 5-15% —trace 15-29% —some 30 - 49% —gravelly (shell, limerock, cemented sands) SANDS: COARSE SAND: No. 10 (2 mm) Sieve to No. 4 (4.75 mm) Sieve MEDIUM SAND: No. 40 (425 µm) Sieve to No. 10 (2 mm) Sieve FINE SAND: No. 200 (75 µm) Sieve to No. 40 (425 µm) Sieve Descriptive adiectives 0-5% 5-15% 15-29% 30-49% SILT/CLAY: <#200 (75µM) Sieve SILTY OR SILT: PI <4 SILTY CLAYEY OR SILTY CLAY: 4 s PI s 7 CLAYEY OR CLAY: PI > 7 — no mention of sand in description — trace —some —sandy Descriptive adiectives: <- 5% — clean (no mention of silt or clay in description) 5 -15% —slightly 16 - 35% — clayey, silty, or silty clayey 36-49% —very ORGANIC SOILS: Organic Content Descriptive Adjectives Classification 0 - 2.5% Usually no mention of See Above organics in description 2.6 - 5% slightly organic add "with organic fines" to group name 5 - 30% organic SM with organic fines Organic Silt (OL) Organic Clay (OL) Organic Silt (OH) THE PROJECT SOIL DESCRIPTION PROCEDURE FOR SOUTHEAST FLORIDA CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES Organic Clay (OH) HIGHLY ORGANIC SOILS AND MATTER: Organic Content Descriptive Adjectives Classification 30 - 75% sandy peat Peat (PT) silty peat Peat (PT) > 75% amorphous peat Peat (PT) fibrous peat Peat (PT) Descriptive Term Thickness with interbedded seam less than % inch (13 mm) thick layer -- Y. to 12-inches (300 mm) thick stratum -- more than 12-inches (300 mm) thick pocket small, erratic deposit, usually less than 1-foot lens lenticular deposits occasional one or less per foot of thickness frequent -- more than one per foot of thickness calcareous -- containing calcium carbonate (reaction to diluted HCL) hardpan spodic horizon usually medium dense marl mixture of carbonate clays, silts, shells and sands ROCK CLASSIFICATION (FLORIDA) CHART: Symbol Typical Description LS Hard Bedded Limestone or Caprock WLS Fractured or Weathered Limestone LR Limerock (gravel, sand, silt and clay mixture) SLS Stratified Limestone and Soils THE PROJECT SOIL DESCRIPTION PROCEDURE FOR SOUTHEAST FLORIDA CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES LEGEND FOR BORING LOGS N: Number of blows to drive a 2-inch OD split spoon sampler 12 inches using a 140-pound hammer dropped 30 inches R: Refusal (less than six inches advance of the splitspoon after 50 hammer blows) MC: Moisture content (percent of dry weight) OC: Organic content (percent of dry weight) PL: Moisture content at the plastic limit LL: Moisture content at the liquid limit PI: Plasticity index (LL-PL) qu: Unconfined compressive strength (tons per square foot, unless otherwise noted) -200: Percent passing a No. 200 sieve (200 wash) +40: Percent retained above a No. 40 sieve US: Undisturbed sample obtained with a thin -wall Shelby tube k: Permeability (feet per minute, unless otherwise noted) DD: Dry density (pounds per cubic foot) TW: Total unit weight (pounds per cubic foot) APPENDIX III AACE Project Limitations and Conditions ANDERSEN ANDRE CONSULTING ENGINEERS, INC. (revised January 24, 2007) Project Limitations and Conditions Andersen Andre Consulting Engineers, Inc. has prepared this report for our client for his exclusive use, in accordance with generally accepted soil and foundation engineering practices. No other warranty, expressed or implied, is made herein. Further, the report, in all cases, is subject to the following limitations and conditions: VARIABLE/UNANTICIPATED SUBSURFACE CONDITIONS The engineering analysis, evaluation and subsequent recommendations presented herein are based on the data obtained from our field explorations, at the specific locations explored on the dates indicated inthe report. This report does not reflect anysubsurface variations (e.g. soil types, groundwater levels, etc.) which may occur adjacent or between borings. The nature and extent of any such variations may not become evident until construction/excavation commences. In the event such variations are encountered, Andersen Andre Consulting Engineers, Inc. may find it necessary to (1) perform additional subsurface explorations, (2) conduct in -the -field observations of encountered variations, and/or re-evaluate the conclusions and recommendations presented herein. We at Andersen Andre Consulting Engineers, Inc. recommend that the project specifications necessitate the contractor immediately notifying Andersen Andre Consulting Engineers, Inc., the owner and the design engineer (if applicable) if subsurface conditions are encountered that are different from those presented in this report. No claim by the contractor for any conditions differing from those expected in the plans and specifications, or presented in this report, should be allowed unless the contractor notifies the owner and Andersen Andre Consulting Engineers, Inc. of such differing site conditions. Additionally, we recommend that all foundation work and site improvements be observed by an Andersen Andre Consulting Engineers, Inc. representative. SOIL STRATA CHANGES Soil strata changes are indicated by a horizontal line on the soil boring profiles (boring logs) presented within this report. However, the actual strata's changes may be more gradual and indistinct. Where changes occur between soil samples, the locations of the changes must be estimated using the available information and may not be at the exact depth indicated. SINKHOLE POTENTIAL Unless specifically requested in writing, a subsurface exploration performed by Andersen Andre Consulting Engineers, Inc. is not intended to be an evaluation for sinkhole potential. MISINTERPRETATION OF SUBSURFACE SOIL EXPLORATION REPORT Andersen Andre Consulting Engineers, Inc. is responsible forthe conclusions and recommendations presented herein, based upon the subsurface data obtained during this project. If others render conclusions or opinions, or make recommendations based upon the data presented in this report, those conclusions, opinions and/or recommendations are notthe responsibility of Andersen Andre Consulting Engineers, Inc. CHANGED STRUCTURE OR LOCATION This report was prepared to assist the owner, architect and/or civil engineer in the design of the subject project. If any changes in the construction, design and/or location of the structures as discussed in this report are planned, or if any structures are included or added that are not discussed in this report, the conclusions and recommendations contained in this report may not be valid. All such changes in the project plans should be made known to Andersen Andre Consulting Engineers, Inc. for our subsequent re-evaluation. USE OF REPORT BY BIDDERS Bidders who are reviewing this report prior to submission of a bid are cautioned that this report was prepared to assist the owners and project designers. Bidders should coordinate their own subsurface explorations (e.g.; soil borings, test pits, etc.) for the purpose of determining any conditions that may affect construction operations. Andersen Andre Consulting Engineers, Inc. cannot be held responsible for any interpretations made using this report or the attached boring logs with regard to their adequacy in reflecting subsurface conditions which may affect construction operations. IN -THE -FIELD OBSERVATIONS Andersen Andre Consulting Engineers, Inc. attempts to identify subsurface conditions, including soil stratigraphy, water levels, zones of lost circulation, "hard" or "soft" drilling, subsurface obstructions, etc. However, lack of mention in the report does not preclude the presence of such conditions. LOCATION OF BURIED OBJECTS Users of this report are cautioned that there was no requirement for Andersen Andre Consulting Engineers, Inc. to attempt to locate any man-made, underground objects during the course of this exploration, and that no attempts to locate any such objects were performed. Andersen Andre Consulting Engineers, Inc. cannot be responsible for any buried man-made objects which are subsequently encountered during construction. PASSAGE OF TIME This report reflects subsurface conditions that were encountered at the time/date indicated in the report. Significant changes can occur at the site during the passage of time. The user of the report recognizes the inherent risk in using the information presented herein after a reasonable amount of time has passed. We recommend the user of the report contact Andersen Andre Consulting Engineers, Inc. with any questions or concerns regarding this issue. � — Geolechnical Engineering Report —, Geotechnical Services Are Performed top Specific Purposes, Persons, and Projects Geotechnical engineers structure their services to meet the specific needs of their clients. A geotechnical engineering study conducted for a civil engi- neer may not fulfill the needs of a construction contractor or even another civil engineer. Because each geotechnical engineering study is unique, each geotechnical engineering report is unique, prepared solelyfor the client. No one except you should rely on your geotechnical engineering report without first conferring with the geotechnical engineer who prepared it. And no one — not even you —should apply the report for any purpose or project except the one originally contemplated. Read the Full Report Serious problems have occurred because those relying on a gectechnical engineering report did not read it all. Do not rely on an executive summary. Do not read selected elements only. A Geotechnical Engineering Report Is Based on A Unique Set of Project -Specs is Factors Geotechnical engineers consider a number of unique, project -specific fac- tors when establishing the scope of a study. Typical factors include: the client's goals, objectives, and risk management preferences; the general nature of the structure involved, its size, and configuration; the location of the structure on the site; and other planned or existing site improvements, such as access roads, parking lots, and underground utilities. Unless the geotechnical engineer who conducted the study specifically indicates oth- erwise, do not rely on a geotechnical engineering repodthat was: • not prepared for you, • not prepared for your project, • not prepared for the specific site explored, or • completed before important project changes were made. Typical changes that can erode the reliability of an existing geotechnical engineering report include those that affect: • the function of the proposed structure, as when it's changed from a parking garage to an office building, or from a light industrial plant to a refrigerated warehouse, • elevation, configuration, location, orientation, or weight of the proposed structure, • composition of the design team, or • project ownership. As a general rule, always inform your geotechnical engineer of project changes —even minor ones --and request an assessment of their impact. Geotechnical engineers cannot accept responsibility or liability for problems that occur because their reports do not consider developments of which they were not informed. Subsurface Conditions Can Change A geotechnical engineering report is based on conditions that existed at the time the study was performed. Do not rely on a geotechnical engineer- ing report whose adequacy may have been affected by: the passage of time; by man-made events, such as construction on or adjacent to the site; or by natural events, such as floods, earthquakes, or groundwater fluctua- tions. Always contact the geotechnical engineer before applying the report to determine if it is still reliable. A minor amount of additional testing or analysis could prevent major problems. Most Geotechnical Findings Are Professional opinions Site exploration identifies subsurface conditions only at those points where subsurface tests are conducted or samples are taken. Geotechnical engi- neers review field and laboratory data and then apply their professional judgment to render an opinion about subsurface conditions throughout the site. Actual subsurface conditions may differ —sometimes significantly — from those indicated in your report. Retaining the geotechnical engineer who developed your report to provide construction observation is the most effective method of managing the risks associated with unanticipated conditions. A Report's Recommendations Are Not Final Do not overrely on the construction recommendations included in your report. Those recommendations are not final, because geotechnical engi- neers develop them principally from judgment and opinion. Geotechnical engineers can finalize their recommendations only by observing actual subsurface conditions revealed during construction. The geotechnical engineer who developed your report cannot assume responsibility or liability for the report's recommendations if that engineer does not perform construction observation. A Geotechnical Engineering Report Is Subject to Misinterpretation Other design team members' misinterpretation of geotechnical engineering reports has resulted in costly problems. Lower that risk by having your geo- technical engineer confer with appropriate members of the design team after submitting the report. Also retain your geotechnical engineer to review perti- nent elements of the design team's plans and specifications. Contractors can also misinterpret a geotechnical engineering report. Reduce that risk by having your geotechnical engineer participate in prebid and preconstruction conferences, and by providing construction observation. Do Not Redraw the Engineer's Logs Geotechnical engineers prepare final boring and testing logs based upon their interpretation of field logs and laboratory data. To prevent errors or omissions, the logs included in a geotechnical engineering report should neverbe redrawn for inclusion in architectural or other design drawings. Only photographic or electronic reproduction is acceptable, but recognize that separating logs from the report can elevate risk. Give Contractors a Complete Report and Guidance Some owners and design professionals mistakenly believe they can make contractors liable for unanticipated subsurface conditions by limiting what they provide for bid preparation. To help prevent costly problems, give con- tractors the complete geotechnical engineering report, but preface it with a clearly written letter of transmittal. In that letter, advise contractors that the report was not prepared for purposes of bid development and that the report's accuracy is limited; encourage them to confer with the geotechnical engineer who prepared the report (a modest fee may be required) and/or to conduct additional study to obtain the specific types of Information they need or prefer. A prebid conference can also be valuable. Be sure contrac- tors have sufficient time to perform additional study. Only then might you he in a position to give contractors the best information available to you, while requiring them to at least share some of the financial responsibilities stemming from unanticipated conditions. Read Responsibility Provisions Closely Some clients, design professionals, and contractors do not recognize that geotechnical engineering is far less exact than other engineering disci- plines. This lack of understanding has created unrealistic expectations that have led to disappointments, claims, and disputes. To help reduce the risk of such outcomes, geotechnical engineers commonly include a variety of explanatory provisions in their reports. Sometimes labeled "limitations' many of these provisions indicate where geotechnical engineers' responsi- bilities begin and end, to help others recognize their own responsibilities and risks. Read these provisions closely. Ask questions. Your geotechnical engineer should respond fully and frankly. Geoenvironmental Concerns Are Not Covered The equipment, techniques, and personnel used to perform a geoenviron- menta/study differ significantly from those used to perform a geotechnical study. For that reason, a geotechnical engineering report does not usually relate any geoenvironmental findings, conclusions, or recommendations; e.g., about the likelihood of encountering underground storage tanks or regulated contaminants. Unanticipated environmental problems have led to numerous project failures. If you have not yet obtained your own geoenvi- ronmental information, ask your geotechnical consultant for risk manage- ment guidance. Do not rely on an environmental report prepared for some- one else. Obtain Professional Assistance b Deal with Mold Diverse strategies can be applied during building design, construction, operation, and maintenance to prevent significant amounts of mold from growing on indoor surfaces. To be effective, all such strategies should be devised for the express purpose of mold prevention, integrated into a com- prehensive plan, and executed with diligent oversight by a professional mold prevention consultant. Because just a small amount of water or moisture an lead to the development of severe mold infestations, a num- ber of mold prevention strategies focus on keeping building surfaces dry. While groundwater, water infiltration, and similar issues may have been addressed as part of the geotechnical engineering study whose findings' are conveyed in this report, the geotechnical engineer in charge of this project is not a mold prevention consultant; none of the services per- formed In connection with the geotechnical engineer's study were designed or conducted for the purpose of mold preven- tion. Proper Implementation of the recommendations conveyed in this report will not of itself he sufficient to prevent mold from growing in or on the structure Involved. Rely, on Your ASFE-Member Geotechnclai Engineer lop Additional Assistance Membership in ASFE THE BEST PEOPLE ON FamH exposes geotechnical engineers to a wide array of risk management techniques that can be of genuine benefit for everyone involved with a construction project. Confer with your ASFE-member geotechnical engineer for more information. ASFETHE GEOPROFESSIONAL BUSINESS ASSOCIATION 8811 Colesville Road/Suite 3106, Silver Spring, MD 20910 Telephone: 301/565-2733 Facsimile:301/589-2017 e-mail: into@asfe.org www.asfe.org Copyright 2012 by ASFE, Inc. Duplication, reproduction, or copying or this document, in whole or In part, by any means whatsoever, is strictry prohibited, except with ASFE's specific written permission. Excerpting, quoting. or otherwise extracting wording from this document Is permitted only with the express written permission ofASFE, and only for purposes of scholarly reseamh or book review. only members ofASFEmay use this document as a complement to or as an element of a geotechnical engineering report. Any other firm, Individual, or other entiy that so uses this document without being an ASFE member could be commiting negligent orintentional (liaudulent) misrepresentation., IMER03135.01411P BEP Blue Barrier 2.Penetrations of the Building Envelope Use BEP Blue Barrier Joint Filler with BEP Blue Barrier Liquid Flashing or BEP F►ash'N Wrap RG to seal around all penetrations in the building envelope. All gaps and voids around the penetration in excess of 3/4 of and inch must be filled with closed cell backer rod and/or closed cell expanding foam. Ensure the backer rod and/or foam is set at the appropriate depth to width ratio. Scuff the penetration and caulk around it with BEP Blue Barrier Joint Filler, being sure to carry it onto the penetration itself Wait 15 minutes, and then apply BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap to the penetration. Using BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash 'N Wrap RG, coat at least 4" around and onto the penetration. See Diagram # 3. Diagram # 3 P SGPg�( C,ourty www.BEPproducts.com BEP Blue Barrier is a Revision: Octol'er 1, 2013 DOMNUS Trademark of ��^ Page 3 of 5 Ensure the concrete is prepared and cleaned free of all debris, contaminants and residual oils from form boards. All voids should be filled with BEP Blue Barrier Joint Filler. All voids in excess of 3/4 of an inch should have the appropriate sized closed cell backer rod set to the appropriate depth. The bucking material and/or opening must be prepared and installed as required by the window and door manufacturer and/or the engineering specifications. Apply BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG from the inside corner of the bucking to the outside corner of the block wall at 12 mils. On the concrete assembly, it is not necessary to carry flashing to the face of the block. BEP Blue Barrier Liquid Flashing can be applied with a trowel, roller and/or chip brush. The coating will be tack free within 30 minutes of application and the opening is now ready for installation. Install the window and/or door with a bead of BEP Blue Barrier Joint Filler behind the flange. (If the installation is not on the same day, the installer must wipe down the original coating with an approved solvent to remove dirt and debris between coats.) Once the window or door unit is installed and after the required inspection, the installer must clean and scuff the nail/installation fin and the portion of any waxed or painted frame on the window or door unit to be coated. Apply a coat of BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG at 12 mils from the corner of the block or poured concrete to cover the scuffed fin and the frame of the unit making sure to cover any gap between the fin and the frame creating a seamless barrier. See Diagram #2. Diagram # 2 BEP Blue Barrier is a www.BEPproducts.com Revision: October 1, 2013 oonaut Trademark of �• Page 2 of 5 to fFP01YWa11' BUILDING• • -+MOISTYR@ AND AIR STOP H@W@. Description Poly Wall Blue Barrier' Joint Filler 2200 is a structural adhesive and detail sealant used to fill voids and seams and to bond dissimilar materials. Joint Filler can be applied to surfaces and substrates that have been prepared per the Poly Wall Blue Barrier Application Guides. Blue Barrier'" Joint Filler 2200 is part of the Poly Wall air and moisture barrier system. Features/Benefits • Large joint and seam filler/Bridges gaps up to %" on multiple substrates • Superior shore hardness/Prevents filler wear and tear • Exceptional adhesion/Bonds to multiple substrates • Non-sag/Creates a better and cleaner application bead • Environmentally friendly/Solvent free, isocyanate free and low VOC • Advanced proprietary technology/Provides superior adhesion • Wet surface application/Bonds and cures in wet conditions • Class A surface burning rated /Provides added fire protection against flame spread and smoke development Approved Applications Window and Door Installations Mechanical Penetrations Flashing Details Voids in Multiple Substrates Application Methods Use sausage gun with applicable tip to achieve desired bead of material. When bonding to surfaces, ensure the surface is clean from dust and debris. When applying joint Filler to other Poly Wall Blue Barrier Products, the initial product must be cleaned with approved solvent and brought back to tacky. Surface temperatures must be between 330F-100°F. Approved Solvents Mineral Spirits Denatured Alcohol VM&P Methyl Acetate (VOC Exempt) Packaging Options Size Part Number: 20 oz. Sausage Tube BB 2200 Joint Filler - 20 OZ 2 Gallon Pail BB 2200 Joint Filler - 2 GAL Typical Properties Cured Properties at 21 days: Hardness, Shore A 60-70 Tensile Strength 250-350 psi Elongation 215-250% Tear Strength 40-50 psi Peel Strength 59 PLI UV Exposure 9 Months Uncured Properties: Tack Free Time <45 minutes Cure Rate 1/8"-16hrs. Note: Cure rates will vary based upon the relative humidity of the application environment. VOC Content <30g/ liter Dilution and Mixing Apply as packaged. Do not dilute or alter. Product Color Blue Blue Barrier Joint Filler www.poly-wall.com Pg a is a trademark of Pol>duard` M ETALS, I NG". 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 904-358-8366 WATTS 1-877-358-7663 (ROOF) FAX 904-358-8285 TAS 100(A) -95 INSTALLATION METHOD Millennium Metals, Inc. MMI Off Ridge Vent with Permanent Baffle - Attached to Wood Deck VgR�ge�E IRNG THS 13EE �qB�E TYPICAL FASTENER(S) - 11 GAUGE RING SHANK ROOFING NAIL OR - #10 MIN. WOOD SCREWS VENT TESTED WITH 11 GAUGE 1 y" RING SHANK NAIL, 8" O.C. TO PENETRATE DECK BY Y16" 4* )FF RIDGE VENT 1�-ql SIDE VIEW 8" WIDE OPENING (MMI RECOMMENDS A 3" OPENING, SEE TABLE BELOW) 3 Y2" FROM FLANGI TO OPENING ATTACHED BAFFLE: FIXED BAFFLE ON VENT SECURED WITI APPROVED FASTENERS 8" O.C. MMI OFF RIDGE VENT RECOMMENDATIONS LENGTH CUTOUT NET FREE AREA 4 Ft. 3" x 46" 138 Sq. In. 6 Ft. 3" x 70" 210 Sq. In. 8 Ft. 3" x 94" 282 Sq. In. 10 Ft. 3" x 118" 354 Sq. In. ........• ..tTA. What is,the Falcop SZ-Series Door? 11127/17, 11:52 AM Tdnw; oU�;., Ask your question Entering your question as a complete sentence will provide more accurate results than keywords or phrases. Ask your question ical'ch, !7S9r c;uwii n=_ -AQ= t>.IcRGrr What is the Falcon SZ-Series Door? Resolution: Falcon SZ Series Door I the economy Steelaaft commercial grade door recommended light commercial applications when architectural specification are not needed. Op Ions: The SZ-Series door is available with the following features: • Steel Face Sheets = 18 gage Cold Rolled Steel face sheets (A60 Galvannealed option) • Door Size = 3068 or 3070 single door • Edge = square edge hinge and lock sides with visible seams • Core = Honeycomb or Polystyrene • Top Channels = 14 gauge Inverted end channels • Hardware Prep features: 0 7 gauge hinge reinforcing for 4 1/2" standard weight (.134) non -handed o closer reinforcing 14 gauge o lock option 161, 61L, 86ED and reinforced for rim panic (RPD) a„ nook Hersey a our 90 cutouts) • Fire Label = Warnock Hersey 1 1/2 hour 90 min abet • Packaging = available In twenty (20) packs only • Primer Is standard SteelcraR beige. FBC Approval: The SZ-Series is an approved FBC product with FBC ,YFL-13883. DISCLAIMER: INFORMATION PROVIDED THROUGH THIS SITE IS PROVIDED TO YOU AS IS WITHOUT ANY EXPRESS REPRESENTATIONS OR WARRANTIES OF ANY KIND, AND WE MAKE NO REPRESENTATION OR WARRANTY THAT THIS SITE(OR ANY INFORMATION PROVIDED IN RESPONSE TO YOUR INQUIRY), WILL BE ACCURATE, COMPLETE, OR ERROR -FREE. YOU AGREE THAT YOU MUST EVALUATE ALL INFORMATION AND RESPONSES, AND THAT YOU BEAR ALL RISKS ASSOCIATED WITH, THE USE OF THIS SITE, INCLUDING ANY RELIANCE ON THE ACCURACY,COMPLETENESS, OR USEFULNESS OF ANY INFORMATION OR MATERIALS MADE AVAILABLE THROUGH THIS SITE. Other users ask Question hinge carry weight Falcon SZ cutsheel: tom. e flush bolt oil At doors j tl http://kc.allegion.com/kb/article/what-is-the-falcon-sz-series-door/ Page 1 cf .5 Flashing behind butt joints provides an extra level of protection against the entry of water at the joint. James Hardie recommends 6-1n. wide flashing that overlaps the course below by 1 in. Some local building codes may require different size flashing. Joint -flashing material must be durable, waterproof materials that do not react with cement products. Examples of suitable material include finished coil stock and code compliant water - resistive barriers. Other products may also be suitable, i FIE !2 r 1,C. SEc. 14oS16' riasning oenno co aao an additional layer of protection from water infiltration_ . 3N Yq 1 T ing onto the A '."" � course below ,r' Pneumatic nailers and cordless nalers can be used to attach James Hardie products to wood, steel, or masonry substrates. Pneumatic tools require the use of an air compressor with a hose. Finish nailers should be used for HardieTrim® boards only. Additionally, direct -to -steel tools such as those made by ET&F are designed specifically for fastening to steel framing. Refer to the product -specific installation instructions in each section for fastener choices. Power nailers recommended for attaching James Hardie products are siding nailers, roofing nailers and finish nailers. Below is a chart showing the appropriate nailer for each of the James Hardie siding and trim products. Be sure that the nailer chosen fires the fastener recommended for each product for the specific installment situation. PNEUMATIC NAILER USAGE WITH JAMES HARDIE® PRODUCTS Siding Guns HardiePlanke Lap Siding HardiePanel®Vertical Siding HardieShinglee Panels HardieSoffite Panels Roofing Guns HardiePlanke Lap Siding HardiePanel® Vertical Siding HardieShingle® Panels 4 e."rbe. to moIn- t 'T!P ff framing nalers e used stafr James F/arine products, he sum fheq are fitted With a flush mount atfachmenttocontminaJseaGngdepth'-' ' Finish Guns Hardie Irime5/4, 4/4 Boards HardieTrim® Batten Boards 11 For small penetrations such as wires, electrical conduit, and pipes less than 1-Yz in. diameter (excluding hose bibs) no blocking is necessary. The circumference of pipe or wire should be sealed with a barrier foam and/or caulked. Wall mounted devices and air conditioners represent large penetrations into the building envelope and structure. Before installing a unit, please consult the architect or structural engineer to determine if additional bracing is necessary. The device should be installed per manufacture's instructions and flashed properly. Any condensate drains should extend out 4 in. from the wall, and angle down. James Hardie siding and trim products should not be butted directly against mortar or masonry, including stone, brick, or concrete block. In these situations, a flashing should be instal to isolate the trim or siding from the mortar or masonry. Trim gap ,+U PROJECT Rio-2577-15 ENGINEERING EVALUATION. REPORT FOR ATTACHING JAMES HARDIE@ BRAND FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS COVER PAGE EVALUATION SUBJECT EVALUATION: SCOPE EVALUATION PURPOSE REFERENCE REPORTS TEST RESULTS' TABLE 1, RESULTS OF 1 TABLE 2A'THROUGH' TA DESIGN WIND LOAD PR TABLE 6, ALLOWABLE TABLE 7, ALLOWABLE LIMITATIONS OF USE JAMES HARDIE, BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS W. wm 2 2 2 TESTING 3 E DESIGN LOADS BY PLANK WIDTH 4 C&C PRESSURES EXPOSURE D 6 !H) FOR HARDIEPLANK SIDING 7-12 12 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE`REQUIREMENTS OF TFiE ASCE 7- 10, THE 2014 FLORIDA BUILDING CODE, AIVa THE 20721NTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-908-1815 FAX p6A JrJ� 1�JL �1[ A .-• 5Z{�1. w FC0BV.Z O,r ....-.... HUNTINGTON BEACH. CA 92649 714-292-2602 7 i4•soB-1515 FAY. PROJECT: RIO-2577-15 JAMES HARDIE BUILDING PRODUCTS; INC. 1-88B.542-7343 info(Mlaraeahardie.nom EVALUATION SUBJECT HardfePlainfM Lap Siding James Hardie Product Trade Naam covered In this avalua0on: HaratePla),® Lap Siding, Ce.MrkA.Wig, Praval! •Lap Siding EVALUATION SCOPE: SCE7-10 2016 F"londa.StaftOg Coda 2012!Mema0cnu7 guiding CudeO EVALUATION PURPOSE: ,his annlyvs is to doiormine tiva maximum design 3-second guVvArd speed to oo reSs!ed by an assemay of HardfuPiang i0omPlank, Prcval LZIM s+dmg !as!nned to :vo0d or :m!at IMM07 wnn n2is N scrMiS. REFERENCE REPORTS: 1. lnlarlek Report 3MILACO0" (12, Tiansvaim lead testng on Haraif ianxara Hantopanel Flxr-Comen! Pews 2. Inledak Report 10071M48C00-ma, Transverse load testing on HaratePiank and HardieSaingle ,'�a�\•V7,7nYYf' �� Iv •• 1 y T � ' SAZE f/ FtO..... -- = Fs5lOttlALti; wa nw�..wm or ncc. nv+a HUNTINGTON BEACH. CA 92649 714-292-2802 714.908-1815 FAX PROJECT; RIO-2577AS ` JAMES HARDIE BUILDING PRODUCTS, INC. 1.888-642-7343. info r�(amashartltatam TEST RESULTS: Tobb I. Roauits of Tn irvmae Lwd Testing Repel Number 3148104COO-002 3148104C00-001 10071704SCOO-003 100777048400403 Test AqOMy ImwWK - tamak Irtertok Mielek Treckness(in. (1.3125 - - 0,3125:- 0,3125 0.3125 Width (in.) 525. :9.25- 8.25 8.25 WrameType Wood2'14'Sj1F vd 71167 - OSS sbeilwg Wocd27x4'SP-F wt :life sksaaft Wood 2'it 4'SPF 4d71W . sashwori9 VJOwrX4•SPF wl 7116' OSS shaadvmr, Frame Spadrq (hi) 12' `.'12 A -6 �FasienerType kB bRteSd geierr 1 .lWx 0.37S HO YSnaferhaad rev, 1 SB'w1L375'HE) Adnng shmli-ti6tg 15'x C OW x 0.215' 4d dngsharik stmig 1.5'xO.,'M'x0.215- FaslenOfLCmgN(uhtes) O.t125 '.L025 - - 15,' TS jFameirifniiMeMod Isfied aenedto OSS 8"noted 10.033 BOdnailod to 0513 UlMlate.Load (P6t) 310A - `-'138:er - 152' 198 - Genf nLoad P 10.5 -463. - 50.7 66.0 JfediveTiftl wy Afel 0333` ,0-667 -- "0389 ;Fastonar Load. a3 tested tlMavmarl 34.5 30 .8 19.7 19.3 ;.d;wtied wimdrawui arakJn foa,1 (IbMssleoir) , W - ... - _ 35.8 . 35.0 Net Fastener Penetration Mi I. P - - - 0.431 0.437 Wood Spook Gra fiy, G - - - - 0.10 O;70 Nad $nand Diameter On,1, O. C 000 u mill t WtMhw+n design vWue per NOS 2012 of SSR-1539 (rbCm. pene"bo'll, W 50.0 j 50.9 I 1 J colwi {pdfaztar»r'n:r3a«a1kaa mmai±a wu�Au Wal rewn lou pfe mue ionsen�a6ae m+e :a� to user I AurraWe ddsi0n laid to aeiwmmad M1nm n8timnlo bad divided tya b-rJarci sate±y c(3• 1 oFlankSdng wmp esx AA574 Cf1B6, 5!a tlenl:3PS KaSan,&Gadel/, Type A Nan-astesbs 5ber-Cerunt Mar Snrels. ... egWra'am spagfw grevuy W 0:70 is mp snank na}s 4ulalkd an OSB is rexrnmeMed Ey APA TT:039C. 4. Colodole0 lastonm vriOWravrd to ad is compored.an Me tpd mood. and then the more r liniallve one m1 be dsed. For aA G13ek m Me taWb. Me 6P.Wed wactrawal OOeigrl Yekle. wi. is raCY wed a5' W eCe•W•P Where. Cs a ]No duration fadix perNDS-2012 TaWe.2.3.2 forv:Md/eadhdbake bad a Is W - WJhdraWel desgn value. cawated par NOS-2012 w E5R-I539 y6thever applicable P =!aslenaf em5edmarrt depth. in - Men rail shank; U. 2 OA09 arch. but 10.375 urn far omobill stank r>als. 9OS-2012 eq taean t I t.2.3) is used to cot ulate x`.Moraual design vaiA YJ= 1380' Gm" D Wnere, G=Woad idled egtav?y-per TaWa 11.33A O<fan shmd diam w, In, When r.0 shank. D, is tebs than 0,099 WM m in Me case of rag shark -mils. 01e valhdrexai design vaWos were cefained liar, ICC-ES ESR-1539 Table 2. r14 � 0 �Z RID•::•' �.• � �. AL �p teeaa M4�+urvvom Jlncet raga !, HUNTINGTON BEACH. CA 92649 _ 714-292.2602 714.908.1015 FAX PROJECT; RIO.2577-15 u a H:udrePlenh u o. 515 9' 0,167 ' 415.11 .19.3 .815, a - 11,208.: 192.6 -19.3 7.25 a 'Ow- - :2 =19.3 7, a 0260 - - 7741 -19.3 99.3 e.ri 98 5 029x -08.0 .103 039 57.9 -192 9,5 6 Oa44 :i8.1 1 4 a Ix 0 0.44a -43.1 _19a JAMESHARDIE BUILDING PRODUCTS, INC, 1.888.542.7343 n0ogamsehard(e.com Fur T6194 2A to2C the des'igrro )gads vA4 ba M Watedbyproaciti stag the Slattery area to each faetener, therOby des,gabaa It duel kslriwr ass to By ecrng so, Ilia alnrv'abk deSBn bad loan. rtvz NoNlePLmF AidW:'and stud spauiy vn9tp delamliiiad:. Table 2A, Allowable D03190 Loads For 525 inc i w Par w..W head Screw ■ 0.375" HD, faalaners cancealed (blind screw) at 12'- D.C, to WSP Sheathing only =-103 5X O.J33= 34.5 pounds 3 -46;3 The fastener loads for SI 00 Caicubueil HardaPbr,Y.iinchesi .25a325 310. _ 12 0; -103,8 625 12 OA17 -80.67.25 12 0:500. -653 d-�3210 7.5 12 •'0.521 42.3 0. 12 �. -0,563: f :' 4%.9' 1 - 0583 5C4 52$-..30 12 0.09& -31.6 on (i5.25-1.25) X Rill 44 = 0.333 sq ft, = ftg.25-1.25) X 1211144 = C 467 sg41. Ln3dtary far no Cendinbn to to aIlcubued Table 28, A1lowablu Design Loa" Based on Consiaii(pastenaTLoatl, dd dng Shank siding nail j1.5-i0A9"%0.2Wj, fasteners cumeated )blind naiQ at e" D.C. to WSp sheathing 0rdy For 8.25 hrh K%fe HardieF I'lic . Diilgn kai= Niname fare madlFOS'=-152 pill 3=-S9.7 psi. Elreuhs bthuavy,= ((ptatd width exposed to weather X fastener sFadn9y1441= (f925-1:25) X $91" = 0389 o A Fastenof load a ceslgh load Xtnbutary area a. -50.7 X 0.389 = -f9.7 Its ( The fastens, bads For a1 other -plank width were crilndated based on be sane faateoer food Calculatedallowable deal . (aaJ = fastener bad lost*O co as ian divided by area Irv^u:ery for the Wodi 10 to Ca vales HardePlaik VMS, t ea) V a J v. U C ri LL 'S py .4 m �3i n ` V b�VV NP_ � O.23 Vb o 525 8 0,222.' -88&7 •19.1 6.25 8 '042 5 -70.y: 79:7 .25 8 4333-.: -691- -19:: 7,5 -8 '0,247 -583 -193 8 :0 7 r --52.5 '•19.7 8.25 -162 ".0 0:3a9 i -50.7 ' i 422. :OA41.. 44.3 -.: -19.7 y 8 0:458 3,0 -19.7 12 8 0597- ' 33.0 : -19.7 Table 2C.Aildwabla Desfpn Leads Based on Cpastant Fastener Loud, 4dfing.shank siding nail (1."o.o9"a0.215'T, fasteners Concealed, lblind gall) at 6" O.C, t0 WSPOWaNing only For 6.25 brh drekn9n wide katli;, Design load= ullmate fadwe ldaNF0S=-159 Fail -50.7 psi . ERrdNC tnbWefy=((plonk wsdlh, ilxppiud towcalhe Xfastener spaiJng}rtd4)=((8.1&1.26) X 6y144-3.2925q.h. Fasleneriwd =design lead X WhAalyaea=-86'X 0.292 =.-19310s The Iasterrerbadslor ab other Past, wiiart were talculaW based on Ibesame tastener ioad Cok.Mled Sltamm ble ddsl'n bad nfastener- bad tested caNitbn &4Ided by area Mbut3fy Tar ter mrs51,011 10 to WltahWlM OGAW F w "f'p'• FCOR��P.� _•` k.� �/ 11�' i[ gyp'•.OSIONAV 51P'j DEJaMLUVrtWIrt pI RCC1 YV _ HUNTINGTON BEACH, CA 92049 714-292.2602 714-008.1815 FAX PROJECT; RIO-2577-15 JMES HARDIE BUILDING PRODUCTS. INC. I.888-542.7343 udo0jameshardle.com DESIGN WIND LOAD PROCEDURES: riper-cameht Siding 6246Vaf4e. load doPacAy (wind Ioad cepaGty)lg dgtafrilt!!atl Wa. W mNiarwo te5ihtg to iransvcv;e lead nntuvwl lest slan4aNs. Via n+e ttnnsvit &alca:,tatting an aAM abn) design lead is deremmied Eased an a faaa of Seety of 8 applied m tae u1nadle lesl load. Saud the a0mable design bad is bas6d an IticloFai safety 613. aeWable'ddsign loads on TIWF menl-siding 00n91ate dhfudyto rooUnee dM9n pm35dre3 far A']&*D* Sins" Desfoo. and laecetwe should be used Win cpiritinni ian 109dlhg equ rbeo s (d All9ymbb$tress ouslan (A60). By using tho wiriliniatlan loafing egwwps for )dlo%nple Sum Design(ASD), tlyd tested aHowaUla dnsign foals for.'ibet<emein Soling arc a`9aW with 1110 Nina spew n"WMMe(115 in ASCE 7-to Fqum 26.5-IA, Figtire 20.5.18,.and Figure 26.640. Far this analywa, ipwiculale the p'-s8ures th Tables y S aM 0, the load cdintmalionvd9 be in pgc"nict,'ddlh ASCE 7.10 Seaton 2A c 1W01. V n0m%nal loads"V.1., :owab'0 strdsr dasegn:load ri nba udwir 7. Land colnbimkiin 7 uses A Ioadladorof 0.6 eIi- d to 9s vnnd wioaty pressure Equation 1, q1=a00266'K,'Kr. Ka V fref, ASCE 7-10 eovatVn 30.}t) qr . vebc0y pressure at heigla; Kr , valoolyp(enure oxpdawe caaMlCiCnf evaivaled al height z Kn . topogratift t or K„ , w4at Weciienatity raadr . V . basic wind Equation 2, V'=Vw {R7, 201218C 8 2014 FEC SeCnof. 1602.1 eN�:P.Fns) V,,, , uNmala dgd+gn irtA speeds 3sl:unrrd gi=sf i iPH) dtnwmmed fman 12012 d3C. 2014 FOCI Figures i609A, 0. or C; -.SCE 7-1C Hoao5 28.5-1A. 0, cr C Equation a. p=gr•(GC,-GCy) imf AMI 7.10 eWadon 30a1; GC, , Podium Of AminalpiaS 0 mofkaiia and gusf-eneo'aacr CC„ p idud of liitaatii pr5si wo covAcionl aiid otlZeffbd Tadw .p ; desion pr 3tda (PBF.) tar old v xninn bta design lead rot. siding) •emcrt casign pressum suW-bole qr into Equation -1, ion 4. p=aw256•K,•si-lK,v,�•,Gc,.cG,1 Alloteaa'a Suds DeStpr,., ASCE 1-10 Seeran 2.4. 1, XW mmbWatien 7 Equation 5. 0.60•0.%V - fief. ASCE =;o srcrw 2s, 1, road camt'nallnn 0 . dead road w . Aind laid (load Ape to wine possum) Ta nofe. v 1ha Arowahee 5besd Oa.0 P74.udre, appy die fond(aclarfor Wilma)nom Eq. aW 4 to p fair Vpraessare) determined 7mm eyt.•aonns Equal]. 8, pm.=0.8yp). Equabon 7• P=„=0.y-ta0u750-K,,-K.a-K.-v.a iGC,CC%)) Egdadon 74 used to papxars Tame 4; 4. and a To detm ethe aldlwable utdinale bask: Wind apoed 7w Hanfe aiumgN Tan'r7. solve Eguelmn.7 for V.. Equndan 6, Vii4(p0.0.0.00256-Y(:.Ka'iy'(2'iC,GC�)os Appiicabd b mel6ods gp eW in Exupdons i dlydllO 3 01120121EG 201-trac] Section 1609.1 r.; to dotermino the a+bwable naminpldes'gn %and speed (V350) fa N.Urdib Siding In rabie 7, apptythe converslor rammda be)bw, Equation 9. V,,,a V.'(b 0).1 (m1. 20121EC b 2014FEC SectlM.7��J0�y'],.1,/JyJJh��� V.; . Nominal design vvW 1peed(3-second gust 90) pef 2d12 t9C S."014 FSC SCCeI'�I'�uy: fro Al/t/4 Table 3, Coefpelanb and Cdnstantq'uspd In Deleemrning V and p• ICt vim Zile 5 Ne*1(itt) Exv a ExpC Expo K.n 'll . GCS GC„ D45 0.7 It03 ism. .1 0.85 -1:4 0.18 20 0.7 1.08 1 0.85 -IA 0.18 25 0.7 1.12 1 .0.85 -1.4 0.18 '30 0.7-. L18 1 0. 5 '-Ti- Od8 '35 0.73 ' 1.19' 1 0.05 -I d 0 ,18 40 0.10 VOI - 1.22 1- .0.80 -1A 0.16 4% '0.)85 1.24$ 1 0.88. -1.4 0.18 to 0,81 -1:27 1 0.85 -1.4 0.18 55 0.83 1:29 0. OJB5 B31 i 0.85 -i < 0.18 1d0 0.99 ucl li 8 1 I 1 .1.8 0.18 ♦ Zy ; �o�FSS10NA1-� oaa nwvnuvm o mcc, ++ HUWINGTON $EACH. CA M49 ?14-292-2602 '.14-908-1815 FAX PROJECT: RIO 2577-15 JAMES HARDIE BUILDING PRODUCTS. INC I-888.542.7343 . mtoQlameshardie.mm Table 4,Ailowable Salsa Oadipt- Component and Cladding (C&C)ponaaurae(P$F}to Iie:Renisted al Variaus Wind Spaede 1mt Eapaaurs category 8 Wu1d Spaad (3, suivadgust) - 100 105 lie ItsV-24.1 130 140 .. 150 160 170 1B0 1U0 2C0 . 210 e 8 B 9.,9 8 B D B a e B 9' 5 -1414. -15.9 A7;5 -19'1 -24.4 '.28.3 ,4Q.5 -'9 41.7 -48.8 -521 -57.8. ,03.7 •14.4. -1 0' '. 47:5'- - 99.1 .-24.4- - �28,3 -325 '37-0 41T -�48.8 -52.1 57.B. 25 -14:4 --15.9 -17,5- -19.1 - -24.4 -2133 -32,5 -41.7 .40.8 :9-1 57.8 -- 7 30 114A --15.9 --17:5r- - •18.1 -24:4. -28.3. .32.5 .37.0 .41.7 .46.8 'S2.1 '-37.8 - -15:1 ..-UTA ---78-2:' -19. -25A � + .5 • 33.9 •38,6 -1A6 -48.8 •54A .-60:2 .•65.4 40 .15.7 +17.3 -49:0 '.20:7 -28.5 •30:T 35.3- J0.1 4,3 -b0.8 -58.8 -62.7 -00.1 45 110-2 -- 77.8' -f9.13 -21A ' '-27.4 -31.7 +3&4 -41.5 -09.8 -52.5 -58,5 -84.8 71.4 W r18.7 -18.4 ,. •202':.- - -72.1 ;20.2 -32,7 •37.6 -410 -4 -54.1 '-67.3a -73.7 55 - .17A -1&8 .20.7 .22.6 -24.7 . -.28.9 -33.6, -38.5 - -4318 49.6. :--56.5 -01 5 -75.5 700 .6 -Y82 - 1:0 -36.` d,3.3 -W.2 -57:8 -65.5 •740 . -82.9 - 2:4 .7129 Table 6, Allowable Strase Design-CclmpnPenl andCladding (CSC) Pressures (p5F)1n be. Resistant at Vadous VAnd, 5peads - Wind Espaseoo Category C. Wind Spred l3- sacood 0ustl KA 105 tie, 115 120 130 140 150 . IN l70 ISO 1 190 1 2% 210 Haight 011 G. C C .. D C- C C C D C c c c 0-IS; '111.5 •19.3, -2t-2, .232 -25:2 .29.0 -MA .305 - 1.9 •50.7 -md -633 1 -77:33 20 -18.6- 7205 = :5.! -24.6 -26.7 -31A -33,4 -a1.8 -47,5 .J -8U.2 di. .0 •743 A1.9. 25 •19.4 -27.4 ',-23.5. 3&6 -27.9 .32.8 -38..0 -43S -40.8 ,680 -62.0 .700 -7T.6 785:5' 30 -202 722:9 -24:5" -28:7 -29:1 34:2 -39.6 -45S 51.9 58,4 -0 .5 -73.0 -80:9 -11 .2 :M -20.8 _ •230 . -?&Z •27.0 .300 2 Zs 480 .533, -602, -87,5 2 -63.3- 40 -215 -23;7 -26.0 -20.4 -30.9 .36.3 -020 -40.3 -&1'9 -62.0 e39.5 -77A 35.8 -1N.8 45 -22,0 242 •28:0 '. .29.1 31.6 •37.1 .43.1 -494 -56.2 -635 -71.2 •193 5?.fl ' ,9 �50 32.5 -240 ' -272 -29.7 32.4 -38,0 44.1 -50.5 -.57.5 -6 0 -72.9 -01 2 -09.9 -99.2 65 •22.9 -252 -27;T :30.3 1 -33:0 ,4i =4d9 ''-St5- -59,6' -F8'2 -:d.2 1 -fl1B •101.0 _ IOU 2.0 35: -'s9:4 d .9 -5 -U I -6.3,9 -73,3 '�- 1,4 4.1 •105.5 -117.9 -13C:3 •143.0 Table 8, Allowable Stross OiWIVI-CCM00nont aiMCfudding tmcl Pressures (PSF) to be Resislad al Verfous Wind Speeds - Wind Emposum Caiviamb, 95paad l3• L. mad gusll 100 1 .ta5 110 115 _ 120 Im I/41. IN 160 170 180 1 190 2-�c 210 "Vain in) 1 D D D a D D C t C D D D D D OAS -21-2 .2A -263' -&1 306 3S9 1.8- <78 3d,C t4 B -767 -fs -03:7 20 -22-3. -240. .27.0- .29.5 323 -37.7 • 17 •50.1 i 570 b A -T2.2 40A i -09,I -982 25 •23.1 .25. -280 -30.6 -33.3 39.0 . -45.3 50 :1 -We -749 4$74 .024 -C19 30 -3.8 -28.4 -2:0 41.6 -34.5 40.4 48,9 58 -69.2 -77.5 -86.4 -95.7 -105.5 35 -24.5. -27.1 -29.7 -32:5 45:3 41.5 -48.1 .55.2 -6T.a -70.9 1 79,5 -88.6 ^W.i 7ICtl.3 40 - 55.2 '- 7.7 -30.5 -33. -28:2 <z 5 _ -49.3 55.6 -84s -72.7 -31,5 .90.0 -1001 -111.0 45 - •-251 _ -28.3 -41.1 - 34.0 -37P 43A -503 .57 a -it5.7' d4.2 -$ 12 -921 -102 7 =713 3 57 -2fi.2 - .9 -31a:' -34.6 37.7 -44:3 -51:3' -kz; 7.1 -767 - -84A :96 7104.0 -1155 65 -18.8 -211.3 321" 1 ,2 38:3 -45.0 .522 59,9 68.1 -70.9 -86,2 -% l -100:--4 .1174 ,... .1 L48.9 . - -I -..g M1W 3 00 -40 -g - .2 - .6 -1 I Aled •133.4 .147, .1 1.0 Tables 4. 6- and 5 fie posed on ASCE 7-10 sad conSi,.tent Mlh Ina 2012 ]SC.2g121RC nod m 2014 Florida Bldldin9 Code_ ' � HUNTINGTON B61CH, fi19loaS 714.292.2602 714-906-1815 FAX PROJECT: RIO.257 7-15 JAMrS 2 7343 BUILDING PRODUCTS, INC. 1j11131 t-668S i0lo�jamesbarGa.cOm \ll it Table 7. Allowable Wind Spend (mph) for HardlePlank.Lop SWIn Ar7a cal Mothorlln ASCJ= 7•la Cha ter30 C8C Pa'r P9n 4 i3 0 1 2012lBC.104 fBC 20T218C .20fa F6G n O 2 .�y STA .: - Q�.''•.;�CQFi104:' ,.•-• fi`�510 N A1- 'i l oil CoMklmts'udea Y1 T.iblaeulcuh0om(at VW Allowable, UlOmaie Design W9m, spend,- V'*3 13-.u1rAM'guu mph) Allowable, Naninal Oesgr. VMd. speed. iiup 3. (3-se0and gall mph) App[c bk to mv0f, di apeci0od M jd01218C, 2d1!'fHCi SeCdn 13P01:i as CZ014FBCI0o1�r-1- jmlzleC, j0t4FeCl� FlCuei 1. a06A8.uC y data W nteM,;ei spfo-5my, 5rApt;-1 G. 20t4 Feel6a_bn MaeIi NhW erposln@r2leCby Weld @Xpeeero Utafter, 5i g K. ProJ:rc! PiOeuu Tarckiiess 'rricnes} Vr'xtll - fln0tlesy Fare lx: Type Fastatwr spacing Fmrlre TYP@ KasINRf Spacng raid 9 BWd"o-.B Haighll't {iwi1.. B G 0 3 C D ;uiwae:e � m 1PSFy E.s3 Ex@C Fwo C", At ..a,VM R WIG 525 No a x I. . x 0.3TW HD hated waher113ad 6lYaV5/ Bible s Qd (o WSP 2X4 wood at 20 Da. steel Imarig.' 7/i6'pjlgl WSP shwMtiag 12 0.15 268 243 221 --707' IN 171 :103'5 or ass t0 bs60 t 10851 .14 018 20 268 .236 21a. 207 183 187. -105, 0.7 ❑S I.on 1 085 -14 G.ta 25 268 1231 2t2 207 174 104 --103.5 D 1 034 112 1 O e5 -IA 0,16 30 288. 228 208 - OT 175 161 .103.5 07 098 116 OaS lA Oa8 35262 223" 205. 203' Ito ISO -103.5 073 01 1,19 1 nes 14 0.18 .40 257 22A' 203 IGO i7a 157 .105 0 8 N !22 t 685 •t.A *:Is 45 253 -217 201 196 tea 155 -I0.5 09a5 teas 1245 1 Do 44. -0.1a 50 _ 249. .216 199-.. 103 168 154' .105 'At 1,0% -127 1 a.95 A4 0:t8 ''M 246 213 197 „190. 165 153 +103.5 -063 111 t'29. t Dos .14 Gin so -Di- 2 1 198 138. t63 152 -10.5 685 1is 1.31 �1 0,85 -I< Oda 100 '201. 178 167 156. 138 130. Wlo ' ON T. a L43 h-00 1 0.55 -13 0.18 1 "lank 5,ts 6.25 No3x 1- a'8'tOn9x 0,375-HO dbb@e wtefheo0 smewsl BUrM scmwgd In WSP 2X4 two0 ob20ga. steel lmming, 7116•IN01, Visp '- arth"!9' 12 015" .236: 214 � 195 , 183 168 151 4C6 07 Ofi 1,0 Mo0 .1 0.85 14 0.18 20. 23a 206 190 -183. 161 147. - 4,5 a 7 Go ' I'M 1 0.85 1.4 0.10 .25 234 =4 l8L I83- 158 145 •Me 07 0o4 1,12 ! 855 -14 0.18 30' T36 i00 -38d n63. ! 155 tat :des '.07 3.v:-TTE :' a55 -L4 ¢Ia 3$ 231 197 161 ITS 162 Ida -80.6 G.73 1Of , It9 1 ass .14 ato 40 227. I94: 179 178 i6a 139 -e0a Old. tort 1-22 1 0.65 -1.4 GAG 45 223 792 177 17-5 -,Q 137 -80o 0765 iC08 1245 1 085 -ld OM Sri 220. IN M 170 147 IM -606 as, ,be t 127 t on -li 01a 55. 217. 188" .178 1138 145 135 -60.6 G.S: 1li 120 :. 085 44 oil - 60 214 IN 173 366 tat 134 -me a86 ;' t 31 171 g65 -1 a 1 0 t0 iao 177 i57 148 - . 137 122 H4 -ea6 Olin 1.26 .. 1,41 M60 i 1085 .1.81 all HnNiaPtank 5�18 T.26 No, 8.F 1• 6'r longs q,375, HD ebbed wahut16e0 - low moved 16 WSP' 2X4 Wood or 20 ga. Sim fr0oimg, 7f18'thick WSP sbcathing 12 0-15 :213 . 93 i75 to 16o - 136 L53 0.7 'OGS 4e3 hS00 1' 485 4A. 0,19 20 213 138 111 165 145 133 4851 67 a5 1.08 I 165 -1,4 ate .25 213 184 168 185 142 130 -65.3 bi a" 1.72 1 06S -14 0.16 80 213 ISO 165 -165. 139 126 -651 01 0a8 1i6 1 OAS 44 018 35 20B. 177 103 161 137 120. 163 on T,ID. 1.19 1 665 -7.4 O.ia' 40 - 204 115 161 158 135 125 .65.3 G76 I-Od 1-22 1 0,65 -IA '0,18 48 201 172 159. 156' 134 124 -553 0.785 I,O9;7 1145 1 0.03 -1.4 0.18 LSD lea 170. 168 153 132 122 V'o 601 1.09 127 1 0.05 -1,4 0.18 55 105 160 Is? 151 131 121 -653 663 1 11 . 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Ile 152 141a.83 Ili 1.20 f 085 .14 0 +8 60 225 195 let 174 151 1400e5 t.13 -13, 1.065 -IA D18 1W 188 165 155 144 128 126 -128 Itt43 nwb 11 oss -Fo 018 BEP Blue Barrier Installation and Application Guide BEP Blue Barrier is a system ofseamless fluid applied products designed to protect the building envelope. Approved assemblies and applications listed below incorporate the BEP Blue Barrier product line. These products when used as a system are designed to provide seamless assemblies around windows and doors, at penetrations through the structure and provide a proven air and moisture barrier. This breathable and seamless system protects the building envelopefrom air and moisture infiltration, increases energy efficiency, guards against moisture damage and defends the structure from mold growth. BEP Blue Barrier Products: Blue Barrier Liquid Flashing 2100 Blue Barrier Joint Filler 2200 ue arner iqui rap 2300 Blue Barrier Flash'N Wrap RG 2400 Mindow and Door Assembly Wood / DensGlass• BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG and BEP Blue Barrier at Filler are used in the window and door assembly. When preparing the opening for product installati , applicator must ensure the rough opening substrate is prepared and cleaned free of all debris and co minants. The framing material should also be cleaned and all sheathing and framing should be inst d properly to support the window frame per the manufacturer and engineering structural specificatio . Any voids should be prepared with BEP Blue Barrier Joint Filler. All voids in excess of of an ,-4rch should have a closed cell backer rod installed prior to the caulking of the joint. Set the backer r o industry depth based on the joint size. Apply the BEP Blue Barrier Liquid Flashing or BEP Flash' rap RG from the inside corner of the buck to return 6" to the face of the wood and/or DensGlass wal 12 mils. BEP Blue Barrier Liquid Flashing can be applied with a trowel or BEP Flash'N Wrap RG c e applied with a roller or chip brush. The coating will be dry to the touch within 15-30 minutes and tbg ening is now ready for installation. Install the window and/or door wi ead of BEP Blue Barrier Joint Filler behind the Flange. (If the installation is not on the same ,the installer must wipe down the original coating with an approved solvent, as listed on the BEP Tech Data Sheet to remove dirt and debris between coats.) Once the window or door unit is i' nstalled and r the required inspection, the installer must clean and scuff the nail/installation fin and the portion of a axed or painted frame on the window or door unit to be coated. Apply a coat of BEP Blue Barrier Li d Flashing at 12 mils from the corner of wood frame to cover the scuffed fin and the frame of the unit ng sure to cover any gap between the fin and the frame. *Note not for use on Borate treated lumber. S iaeram #1. BEP Blue Barrier is a Trademark of pO,-MM"s Diagram # 1 www.BEPproducts.com Revision: October 1, 2013 Pagel of 5 Date: Project Planning & Development Services Building & Code Regulation Division 2300 Virginia Ave Fort Pierce, FL 34982 772-462-2165 Fax 772-462-6443 Request for 30-Day Temporary Power Release Permit Number: 12�45 -(ZI aS THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARATION FOR A FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: I. This temporary power release is requested for the above stated purpose only, and there will be no occupancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terms and conditions of this agreement, Including Building Mision Policy, which Is Incorporated herein by reference. 3. All conditions and requirements lamed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premise is ready for compliance inspection. 4. Ali requests for an extension beyond 30 days must be made in writing to the Building Official stating the reason for the request. Power may be removed from the site and/or a Stop Work Order issued if the Final Inspection has not been approved within 30 days. A fee of $100.00 will be required to lift the Stop Work Order. WE H Y RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY, AND ;THEIR EMPLOYEES FROM A I ES AND CLAIMS OF ANY TYPE OF NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT 0 THI SACTION, INCLUDING ANY DAMAGE WHICH MAY BE INCURRED DUE To THE SCO CTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF THIS AGREEMENT. RECE1VE® AUG 7 2019 Permitting Department St. Lucie County, FL l` 3 f� *rOlks E%QILrL KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 R O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineedng.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 6693 FAX (772) 589-6469 April 24, 2019 Edwards Landing LLC 1732 S. Congress Ave, #343 West Palm Beach, FL 33406 Re: 3185-3195 Night Fall Circle Building 20, Sedona Fort Pierce, Florida Permit #: 1405-o3mS KSM Project #: 190689-10d Dear Mr. Toth: Enclosed, please find the nuclear density test results performed on the compacted foundation fill for buildi"0_at_the above referenced project, ase feel free to contact the office. E-mail to: edwardslandingllc@gmail.com Mail 3 Copies Ronald G. Keller, P.E.: 37293 1 SI Lic. No.: 660 / Julie E. Keller, P.E.: 68366 KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH ($61) 845-7445 www.ksmenginearing.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: April 231d, 2019 PERMIT #: CONTRACTOR: Edwards Landing LLC JOB LOCATION: 3185-3195 Night Fall Circle Building 20, Sedona Fort Pierce, Florida KSM JOB #: 190689-10d/CH/ct MATERIAL: Brown Sand with Clay ITEM TESTED: Compacted Foundation Fill for Building #20 -- ----------=-----EPT TEST LOCATION ---- -- -------- DEPTH MOIS- ----- PEN -- ----- DRY -- - --- ----- MAX. DRY ---------- PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION ----------------------------- ------------------ VALUE 1. N.E. 0" —12" 9.1 43 109.3 111.5 98.0 2. S.E, 50 109.9 98.6 3. Center 48 109.7 98.4 4. N.W. " 55 110.0 98.7 5. S,W. " 46 109.5 98.2 Ronald G, Keller, P.E.: 372031 SI Lio. Na : 860 / Julie E. Keller, PE.: 68366 SPOILS A%Kom KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOA{ 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (581) 845-7445 MELBOURNE (321) 768-8488 FAX (561) 845-8876 www•@KSMENGINEERI ST. LUCIE (772) 229-9093 C.A.: 5693 E-Mail; KSMC�KSMENGINEERIN4,NET FAX (772) 589-6469 DATE TESTED: PERMIT #: CONTRACTOR: JOB LOCATION: Soil Description Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) April 23td, 2019 Edwards Landing LLC 3185-3195 Night Fail Circle Building 20, Sedona Fort Pierce, Florida KSM JOB #: 190689-10d 113 7---T---1----I----T----7----1 I I I I I 1 I I I I I I 1 I I I I I I 1124----+----4----I—4----4 I I I I 1 1 I I I I t 1 I 1 I I I 1 I 111 L---—^— ---1-- L-------� I a I I I I I I I I I 1 I 1 I 1 I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I 1094---tea---4----1----1---- ----1 I I I I I I I I I 1 I i I I 1 I 1 I I I I 10 11 12 13 14 Moisture - Percent of Dry Weight Brown Sand with Clay 111.5 P.C.F. 11.0 Percent Ronald G. Keller, P.E: 37293 / SI Llc. No.r860 1 Julie E. Keller, P.E.: 68366 R '*lC1t Z%LJA L KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) W-7445 www.ksmeng!nGering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 R April 24, 2019 S,o.. `kFo Edwards Landing LLC 1732 S. Congress Ave, #343 West Palm Beach, FL 33406 Re: 3185-3195 Night Fall Circle Building 20, Sedona Fort Pierce, -Florida Permitj KSM Project # 190689=10d Dear Mr. Toth: SCANNED BY St. Lucie County °6 ") ry16*19 ``cJP Cpd "�1 °9�ty e°r Enclosed, please find the nuclear density test results performed on the compacted foundation fill for building #20 at the above referenced project. any questions, please feel free to contact the office. M �..ne9nae!Be... E-mail to: edwardslandingllc@gmaii.com Mail 3 Copies Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 ve C'► s i1f7jYi KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmongineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 SOIL COMPACTION REPORT ASTM D 1557 and ASTM D 2922 DATE TESTED: April 23rd, 2019 PERMIT #: P45. a3b5 CONTRACTOR: Edwards Landing LLC KSM JOB #: 190689-10d/CH/ct JOB LOCATION: 3185-3195 Night Fall Circle Building 20, Sedona Fort Pierce, Florida MATERIAL: Brown Sand with Clay ITEM TESTED: Compacted Foundation Fill for Building #20 --------------------------------------------------------------------- TEST LOCATION DEPTH MOIS- PEN DRY MAX. DRY PERCENT OF SAMPLE TURE READ DENSITY PROCTOR COMPACTION --------'-------------------------------------- ----------------------- VALUE 1. N.E. 0" —12" 9.1 43 109.3 111.5 98.0 2. S.E. 50 109.9 98.6 3. Center 48 109.7 98.4 4. N.W. 55 110.0 98.7 5. S.W. 46 109.5 98.2 Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366 *l CA 19 1117 jri KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC. MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712 PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488 FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 C.A.: 5693 FAX (772) 589-6469 DATE TESTED PERMIT #: CONTRACTOR: JOB LOCATION: Soil Description: Max. Dry Density: Optimum Moisture: Julie E. Keller, P.E. President MOISTURE -DENSITY RELATIONSHIP MODIFIED PROCTOR (ASTM D 1557) April 23rd, 2019 IS o5-o3(o5 Edwards Landing LLC 3185-3195 Night Fall Circle Building 20, Sedona Fort Pierce, Florida KSM JOB* 190689-10d 113 T---T---,----1----T----7---, I I I I I I I I I I I I I I I I I I I I I 1124----+---- I----1----4 1 I I I I I I I I I t I I I I I I I I I 1 111 --- ----------L — — — --- I I I I I I I I I I I I I I I I I I I 110T---T——,———— I— — — —T- --'T I I I I I I I I I I I I I I I I I I I 1094----+----4----I----+---- ----4 I I I I I I I I I I I I I I I I I I I I I 108�.---i-----------%---�---� 10 11 12 13 14 Moisture - Percent of Dry Weight Brown Sand with Clay 111.5 P.C.F. 11.0 Percent Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 ANDERSEN ANDRE CONSUL.MG ENGINEERS, INC. RECEIVED MAY 13 2019 Permitting Department St. Lucie County FIELD DENSITY TEST REPORT 834 SW Swan Avenue Port St. Lucie, Florida 34983 Phone: 772-807-9191 Fax: 772-807-9192 www.aaceinc.com PROJECT: Sedona - Phase 1 FILE NO: 17-242 Fort Pierce, Florida REPORT NO: 147 (Revised) SCANNED REPORTED TO: Edwards Landing, LLC BY St. Lucie County CC: Culpepper & Terpening, Inc. DATE OF TEST(S): 1112812018 PAGE NO.: 1 OF 1 TEST NO. Floor Slab and Footing Subgrade, Bldg. T-20, 31853195 Nightfall MDR MOISTURE DRY PERCENT DEPTH ' Circle NO. CONTENT % DENSITY COMPACTION LOCATION 1 5'S of north end of east footing 2589 10.7 110.8 98 0 to -12" F 2 Center of southern footing 2589 11.1 111.0 98 0 to-12" F 3 1 ON of south end of west footing 2589 10.4 111.7 99 0 to -12" F 4 20'N & TE of SW corner of pad 2589 9.7 110.6 98 0 to -12" FS 5 Center of building pad 2589 10.0 112.0 .99 0 to -12" FS 6 TW & 6'S of NE comer of pad 2589 11.0 110.5 98 0 to -12" FS ` DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. '• RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: l..;i ASTM 0-2937 r; ASTM D-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: BS REMARKS: LABORATORY MOISTURE -DENSITY RELATiONSHiP F = SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION MDR NO. MOISTURE PSSG= STABILIZED SUBGRADE PB=PAVEMENT BASE TESTASTMMETHOD DENSITY CONTENT RS=ROADWAY NSSG = NON STABILIZED SUBGRADE 2589 D1557 113.1PCF 12.2% SBP=SOIL BELOW PAVEMENT TOP =TOP OF PIPE BOP = BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: Peter G. Andersen P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. t ANDERSEN ANDRE C9NSULTING ENGINEERS, INC. D3�J// 834 SW Swan Avenue O c/03 / Port St. Lucie, Florida 34983 l D Phone: 772.807-9191 Fax: 772-807-9192 www.aaceinc.com FIELD DENSITY TEST REPORT PROJECT: Sedona - Phase 1 Fort Pierce, Florida REPORTED TO: Edwards Landing, LLC CC: Culpepper & Terpening, Inc. DATE OF TEST(S): 0111012019 TEST NO. Building T-20 (3185-3195 Nightfall Circle), Backrill Around Perimeter of Floor Slab FILE NO: 17-242 REPORT NO: 165 1 R�ejI'z qN I AeNrrb ¢1p10 PAGE NO.: 1 OF Ise 4&IVADpd MDR MOISTURE DRY PERCENT OLPTH NO. I CONTENT % I DENSITY I COMPACTION LOCATION 1 Center of north side of slab 2577 10.5 111.3 99 0 to -12" GA 2 Center of east side of slab 2577 11.0 110.9 99 0 to -12" GA 3 Center of south side of slab 2577 10.2 111.5 99 0 to -12" GA 4 Center of west side of slab 2577 10.9 111.1 99 0 to -12" GA ' DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT. " RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS FIELD TEST: r ASTM D-2937 r ASTM D-2922 r ASTM D-2167 r ASTM D-1556 TECHNICIAN: SM REMARKS: LABORATORY MOISTURE -DENSITY RELATIONSHIP F=SOIL DIRECTLY BELOW FOOTING FS = FLOOR SLAB SUBGRADE OPTIMUM GA= SOIL IN GENERAL COMPACTED AREA PAV= SOIL BELOW STABILIZED SECTION MDR NO. A MAX. MOISTURE PSSG = STABILIZED SUBGRADE PB=PAVEMENT BASE MET TEST METHOD DENSITY CONTENT RS=ROAGIVAY NSSG= NON STABILIZED SUBGRADE 2577 D1557 112.5PCF 10.4% SBP = SOIL 13ELOW PAVEMENT TOP=TOPOFPIPE BOP =BOTTOM OF PIPE BOS = BOTTOM OF STRUCTURE OTHER: Peter G. Andersen, P.E. Fla. Reg. No. 57956 AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBM !TED AS THE CONFIDENTIAL PROPERTYOF CLIENTS ANDAUTHORIZATION FOR PUBLICATION OF STATEMENTS, CONCLUSIONSOR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. 12/10/2018 03:02PM 77234494,-,` 981 SW Biltmore St. - Port St. Lade, Florida 34983 Phone: 77a-344-9400 - Fax: 77-344-9401 Email: tnt-buflders@comcast.net To: P Ic�cj FROM: iYle FAX' (r '�i/ i2 DATF: �� I a U O ► � # OF PAGES: MESSAGE: O±bcw P JMMEM �► 41m= i� �r- 1142 VIMuTwm ode lake Park FL OM y24 1142 Wstel' rawar Raade LekG takFL 33403 Urftl87r4I44 M41 ku:I11•pN47O2 -M-04-9 a41 Fox Ia184i 142 s.acxaa.re[a.em.men•iat.eda-mail CaM RdV�NAdmDawkR40139Bd 1� - O.naaLa Todd Clya! 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Bt 3000 [ PQI 2807a TNT BUILDERS/ 7814 ®`�•° EDWPifD6 LRNDINO BTLIIC16 Lea Acaaba 7t33 Rat FT PIERCE 16.80 B0.08 ShID.IDi 3BBB0000 '3000 PB3 Blend T yd 1_00 80.00 1.00 FIDERD FIBERS- comERcI ea IZ90 g. 00 ENVIRD -sNVIFMNrdEPlFAL DI D as 1.00 0.00 8 FI@I_ ElM"FIRGE na 1g, 00 B. 00 EAT _SATURDAY DrLIV2RV/y Y WBSaaY N eIDOlI•vY.bryrt[A.wN � TOTAL 7d--'uno� aij �uaw�edaa 6ullwaad 810Z 0 I J30 r- 114MItirlhWHm�dp, LAO"FL33411 BMre; 14•BTl�BMBBAI ! Tm:wke�ni,uiB.mr d Pmhi FLnda MMXn afrmMh 41733A641f 1142 VfAidl'• ... ����u�p�N"llf133 1 , , 9e4a t2t�•F9diFW4lHfak9 r84t-71B�FL88408-.'-._. ...-1.,..^,..o Oaaarm Taod OYw' M L074! clzd,.rro pya da azumaer.ra Cvmmaw .Ya "d WM Arla btAWel • •rm ru. A.e �tsl� - niumt0lA0rMQFALWAI�An"T0TW �M M71011Xl4aL0A'OR a fiNeay.d,m r OL `!w W)B0a1iLYaaRWDO8Ra 9d1aWDr BIIWA4BaLCQ.OHAlI4X wa" wom� ..... p"'° .,wowmasnrtr.mBvxAnm A}CV91AMBrA-a:'Ma11Tx ... .... 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MOMENAL- r+R gltl renfdemNe. nn mW "fmm cmnllxs7rrneJ EJrN ahnM1 Ai p161E1$RRnnN PI9fS. 8 7 r Rxcer 194 B44ID050 46 - 437 10.0 3000 PBL Bland TRrnarY B•00 r 12101J38 7814 2007r TWr BUILDERS/ aE ' EBU ARDS LRNDINO STLUCLE Jorge Nereaa •arwmow 7i67 AN FT PIERCE 30BB0000 3000 Pei Blend T yd FIBERC FIBERS- CDMNERCI 9a ENViRD ENVIRrDWNTAL DL D ea a FUEL SURCHARGE Fa0 Z.=% BAT SATURDAY DELIVER /y.wnr sue-mruamla rm mwar AaP.ee to 70TAL 4Ua(u:Peda , ` S t�uno�-ai�n a 6ui luaaad 910? 0 1330 QRAI 1 I I N o_ co O W O N ---- —..— . I . Lar# L]YI cp hi bw ,.bobw —M&�wowd ovmmerm MTOHE=" AbaffolOTMO PIN uncio: M MGM 0"M uftm��IRI I - M. =. NO M Mgm R2 .T- y 161 r- I -f'5 r. 1 an ux g%j lojj 30ee Pei BLsnd Tamar 5.20 12/0111a TNT SUILIMM/ 814 EmNRIiDB LAMINS snAME Jason Rhints FI MACE am27-AM 10, ea 6MM 130.00 140.el 303M00 '3000 Pal al"d T yc' 1. ce 130.00 1.00 FIMC FIBERS- M rl"r '1%- 08 1.00 0:00 ENVIM EN91 ECXDIea 1.00. O.eo a FUEL RSE' ARM 04 10,001 0480 SAT GATUPLIVERY IV P.01 16M, MEM 16-1 M-01 t-=-- CommeN usm . we �M=flMeMQMAMN D� ACM64AL,9MMAMMTOYM Bite 10.0 We P133 Bland Ternary 'TUT S..14 oulLrEw WINE) SyLurip Lou P=D%tO Mff— AM FT PIERCE 3019E00D" sientl T -jd-- F1 REX on ENUIFM ENUiRONMENTPL DI Ire F E aa 10.00 0.00 sriT 13ATLIFMAY MIYER /Y .; TOTAL ,1_4 'A4uno:) aion-I -4S 4u9w:ped@(] 6ul:n'wJ@d otoz o i 33a tid4 VjaWTOwPW, UkR Park FLOM 1 3. 153 an®:1�biTiBf9Nd 1 ruastewnaz .., nx..ewme�e.wna 1 esau RnMa rof Ln Otml�fi:dAT�AS111 mnaUaTnTid OTm LOCK WRHA B4Y1Wn d i DTANan TW ❑rs o b, nAl beC AYa bmbof A.D Cams YAiA4*I�A tRLDR'dd' BURFACF GB'N6DMTRR �xupY�vumRl Ifi11M1ttI0RT19Bi11E iARDE AIDRgY1LLWA7ai ADDIDTO'DAd tlm Ytl Wen apm m�uwm p�eeRY •�16"x�awlx�.fmf� � COHORECEf11LLl>®IICQ 1188[flLWTN "��`.p�um��ra udm�am� AIA ATDIMAH6DY. ARYWAT6I APMO� 104 2ti4007I 446' fE7 B. SY PSi 81end Ternary 5 00 12/0i/AB SOW TgT BUILDERB/ 7814 _ EDWARD9 LAND Ilia tir E % ACCELL BiLUCIE BLAHS Lean Wright FT PIERCE 10i10 AM 8.50 1.03 1.00 1.00 1.00 8.50 148. 53P 148.50 8.50 148, 50 30BgWOD 3000 PSi Blend T 1.00 FIBERC FIRER$- Ca*mRCI 1.0Q DAR=EL DARACCEL 1% ACCE IL 08 6NVIRD ENVIRONMENTAL prEPO 0.00 E FUEL SURCAIRR85 0.08 T 8ATIRDAY DELIVER yd ea R ea ea ea• /V 4�: ¢w .e/d.BM..n pewaro m. P 0 N O_ W O W O N IA4unoD apm 'is quauajaedaa 6upLu ad 8lOZ-01 330 (13�I3331 m 0 m 0 7,Li-) 6D S-03IQ:g- FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation- Residential Performance Method Project Name: SEDONA DEVELOPMENT 3131-3141 Builder Name: SCANNED Street: 3131-3141 NIGHTFALL CIRCLE Permit Office: ST. LUCIE COUNTY BY City, State, Zip: FT. PIERCE, FL, Permit Number. .St. Lucie CountyOwner. Jurisdiction: Design Location: FL, Fort Pierce County:: St. Lucie (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (6420.0 sqft.) Insulation Area 2. Single family or multiple family Multi -family a. Concrete Block - Int Insul, Exterior R=4.1 6420.00 ft2 3. Number of units, if multiple family 6 b. N/A c. WA R= ft2 R= ft2 4. Number of Bedrooms 12 d. WA R= ft2 5. Is this a worst case? No 10. Ceiling Types (4046.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 4046.00 ft2 6. Conditioned floor area above grade (ft2) 4044 b. N/A R= ft= Conditioned floor area below grade 0 c. WA R= ft2 7. Windows(390.0 sqft.) Description Area 11. Ducts 3 additional duct system(s) R ft2 6 135 a. U-Factor. Dbl, U=0.65 240.00 ft2 b. Sup: Attic, Ret: Attic, AH: UNIT 1 6 135 SHGC: SHGC=0.25 - a c. Sup: Attic, Rat: Attic, AH: UNIT 1 (see detail b. U-Factor. Dbl, U=0.60 150.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 18.8 SEER:16.00 c. U-Factor. WA ft2 b. Central Unit 18.8 SEER:16.00 SHGC:�t1 3 additional cooling systems (see details) C 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a. Electric Strip Heat 17.0 COP:1.00 SHGC: b. Electric Strip Heat 17.0 COP:1.00 Area Weighted Average Overhang Depth: 1.000 ft. 3 additional heating systems (see details) Area Weighted Average SHGC: 0.250 14. Hot water systems 8. Floor Types (4044.0 sqft.) Insulation Area a. Electric Cap: 40 gallons a. Slab -On -Grade Edge Insulation R=0.0 4044.00 ft' b. Conservation features EF: 0.950 b. N/A R= ft2 None c. WA R= ft2 15. Credits CF, Pstat Glass/Floor Area: 0.096 Total Proposed Modified Loads: 154.41 PASS Total Baseline Loads: 157.42 I hereby certify that the plans and specifications covered by Review of the plans and ST9 j8 this calculation are in compliance with the Florida Energy specifications covered by this 04-19E �y a . O Code. calculation indicates compliance with the Florida Energy Code. F PREPARED BY: Before construction is completed O DATE: - this building will be inspected for 2 compliance with Section 553.908 * £ I hereby certify that this building as designed, is in compliance Florida Statutes. COD with the Florida Energy Code WE OWNER/AGENT:- BUILDING OFFICIAL: DATE: S`-Z/_ 70// T DATE: - Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. -Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance�tt�R40 s envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.1il$k Win MAY 21 2018 51161201810:09 AM EnergyGauge®USA - FlaRes2017 Section R405.4.1 Compliant n emitting Department St. Lucie count_ yam " an r� IO I I IV Im Im IA I IN I> IO Im' Im I IW IN IA I IN I I I I J m mI m m m m1 m m m m m �m1 ii m A �m71 A � mm1 A �mf A �m1$�I 2i 'D C C C C C 0 m o. o. �. �. o. o. o. �.o. td 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o, 0 0 � m 0 0 O. 0 0 0 0 0 Q O O Q g O Q O O n o 0 0 0 0 m 0 > 0 > 0 > 0 > 0 > o > a > o > > > 0 > 0 > 0 > 0 > 0 > 0 > 0 > 0 > 0 > 0 > m m m m m m m m m m m m m m m m m m m m m m m .� a a 1 a 1 a a a 1 a 1 a a 1 a a I a a a a 1 a a a 1 a 1 a O m_ m m m m m 5 > > a 'J 9 "J > > > C m m S 0 Z Z Z Z i Z Z i, Z m c m Z AAD Z Z Z Z Z Z Z Z Z Z Z Z v Z Z Z Z Z a m OI 1 m 1 m -1 OJ yy D D Z Z Z Z W W W W N N N N++++ +++++ N pp 71 v v o v a � m m o T A A A A A A A A A A A A A A A A A A A A u C W W W W W 7a� 0 m m OI m m N m N m O) m Ol m m m m 01 N OI W � y O. m m m m m 5 m o 0 s om o O rn o m N m N O) yy m N fAll N m U Ol N OI N m pp fT m N m mm+ _ my mm m O O O O O O O O O O O O O O O O O O O O pmm oZ m D � T a O O O O O O O O O O O O O O O O o 0 0 0 0 n o T T m 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 m' 0 m m a 0 0 o O o 0 0 0 0 0 0 0 0 0 0 0 0 o O o O o 0 0 0 0 o 0 m o. c. o. o c m O O O O O O O O O O O O O O O O O O O O �L N W O. m Cl e ml S O C3 Cn N O V FORM R405-2017 DOORS # Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated UNIT 1 None .37 3 6 8 20 ft' 2 N Insulated UNIT 2 None .37 3 6 8 20 ft' _ 3 S Insulated UNIT 3 None .37 3 6 8 20 ft' 4 W Insulated UNIT 4 AND None .37 3 6 8 20 ft- 5 W Insulated UNIT 4 AND None .37 3 6 8 20 ftz 6 S Insulated UNIT6 None .37 3 6 8 20ft' WINDOWS Orientation shown is the entered, ProDosed orientation. _ Wall Overhang V # Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 SW 1 Metal Low-E Double Yes 0.65 0.25 N 40.0 ft' 1 ft 0 in 1 ft 4 in Drapes/blinds None 2 NE 3 Metal LovrE Double Yes 0.6 0.25 N 20.0 ft' 1 It 0 in 1 ft 4 in Drapesiblinds None 3 SE 4 Metal Low-E Double Yes 0.6 0.25 N 15.0 ft' 1 It 0 in 1 ft 4 in Drapesiblinds None 4 NW 5 Metal Low-E Double Yes 0.65 0.25 N 40.0 ft' 1 ft 0 in 1 It 4 in Drapesiblinds None 5 NE 7 Metal Low-E Double Yes 0.6 0.25 N 20.0 ft' 1 It 0 in 1 ft 4 in Drapesiblinds None 6 SW 9 Metal Low-E Double Yes 0.65 0.25 N 40.0 ft= 1 ft 0 in 1 ft 4 in Drapes/blinds None 7 NE 11 Metal Low-E Double Yes 0.6 0.25 N 20.0 ft' 1 It 0 in 1 It 4 in Drapes/blinds None 8 SW 13 Metal Low-E Double Yes 0.65 0.25 N 80.0 ft' 1 ft 0 in 1 It 4 in Drapes/blinds None 9 NE 15 Metal Low-E Double Yes 0.6 0.25 N 40.0 ft' 1 ft 0 in 1 It 4 in Drapes/blinds None 10 SW 17 Metal Low-E Double Yes 0.65 0.25 N 40.0 ft' 1 It 0 in 1 ft 4 in Drapes/blinds None 11 NW 18 Metal Low-E Double Yes 0.6 0.25 N 15.0 ft' 1 it 0 in 1 ft 4 in Drapes/blinds None 12 NE 19 Metal Low-E Double Yes 0.6 0.25 N 20.0 ft' 1 It 0 in 1 ft 4 in Drapestblinds None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Whclehouse Proposed ACH(50) .000445 4718 259.01 487.11 .3247 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Strip Heat/ None COPA 17 kBtu/hr 1 sys#1 2 Electric Strip Heat/ None COPA 17 kBtu/hr 2 sys#2 3 Electric Strip Heat/ None COPA 17 kBtu/hr 3 sys#3 5 Electric Strip Heat/ None COPA 17 kBtu/hr 5 sys#5 4 A Electric Strip Heat/ None COPA 17 kStu/hr - 4 sys#4 4 B Electric Strip Heat/ None COPA 17 kBtu/hr 4 sys#4 5/16/2018 10:04 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 6 FORM R405-2017 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 1 sys#1 2 Central Unit/ None SEER: 16 18.8 kBtu/hr 564 dm 0.8 2 sys#2 3 Central Unit( None SEER: 16 18.8 kBtu/hr 564 dm 0.8 3 sys#3 5 Central Unit/ None SEER: 16 18.8 kBtu/hr 564 dm 0.8 5 sys#5 4 A Central Unit/ None SEER: 16 18.8 kBtu/hr 564 dm 0.8 4 sys#4 4 B Central Unit/ None SEER: 16 18.8 kBtu/hr 564 cfm 0.8 4 sys#4 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None UNIT 1 0.95 40 gal 130 gal 120 deg None SOLAR HOT WATER SYSTEM V. FSEC Collector Storage Cart # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply— — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 135 ft2 Attic 35 ft2 Default Leakage UNIT 1 (Default) (Default) 1 1 2 Attic 6 135 ft2 Attic 35 ft' Default Leakage UNIT 1 (Default) (Default) 2 2 3 Attic 6 135 ft2 Attic 35 ft2 Default Leakage UNIT 1 (Default) (Default) 3 3 4 Attic 6 260 ft' Attic 65 ft2 Default Leakage UNIT 1 (Default) -(Default) 4 4 5 Attic 6 135 ft2 Attic 35 ft2 Default Leakage UNIT 1 (Default) (Default) 5 5 TEMPERATURES Programabl[eThermostat: Ceiling Fans: Heating [X] �Y �[ ]] an [X] Feb (X] Mar ] E ] Apr (� [)() D(� [X] [X� Oct May [ ] Jun [ ] Jul [) Aug [ ] Sep L 1 Nov Dee Venting [ Jan [ ]1 Feb [(�X]) Mar IX) [ [ 1 Jun f 1 Jul O Aug O Sep lxl Occtt X Nov Dec 5/161201810:04 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 6 I mn om mm mm rn mm mm nn mr om mm mm s I mn np mm o' 121 nn mamo to Inn nn NO n mm mm mm rn nn mm N_ O x o nn of mro m I nano arum sm `*I rm mmr nm r SO to I anon anon SOW G P Tel 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: SEDONA DEVELOPMENT 3131-3141 Builder Name: Street: 3131-3141 NIGHTFALL CIRCLE Permit Office: ST. LUCIE COUNTY City, State, Zip: FT. PIERCE, FL, Permit Number: Owner. Jurisdiction: Design Location: FL, Fort Pierce COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. - Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/doorjambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to (including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fudures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or Insulation that on Installation readily conforms to available space shall extend behind nining and Wring, Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be Insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be Installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. n In -- 1----M: Caulking or other adhesive sealants shall not be used to fill voids L,-- ...-„- -,-_rr Andwalls . . IQV-1.n, — IWe •.arra a„uu ee in accemance win mu provisions Or ILa:-4UU. 5/16/2018 10:04 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 3131-3141 NIGHTFALL CIRCLE, FT. PIERCE, FL, I. New construction orexisting 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windowe* Description a. U-Factor. Dbl, U=0.65 SHGC: SHGC=0.25 b: U-Factor. Dbl, U=0.60 SHGC: SHGC=0.25 c. U-Factor. WA SHGC: d. U-Factor. N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: S. Floor Types a. Slab -On -Grade Edge Insulation b. WA c. N/A New (From Plans) Multi -family 6 12 No 4044 Area 240.00 ft2 150.00 ft2 ft2 ft2 1.000 ft. 0.250 Insulation Area R=0.0 4044.00 ft2 R= ft2 R= ft2 9. Well Types a. Concrete Block - Int Insul, Exterior b. WA a WA d. WA 10. Ceiling Types a. Under Attic (Vented) b. WA a. N/A 11. Ducts 3 additional duct system(s) b. Sup: Attic, Rat Attic, AH: UNIT 1 c. Sup: Attic, Ret: Attic, AH: UNIT 1 12. Coaling systems a. Central Unit b. Central Unit 3 additional cooling systems 13. Heating systems a. Electric Strip Heat b. Electric Strip Heat 3 additional heating systems 14. Hot water systems a. Electric b. Conservation features None 15. Credits. I certify that this home has complied with the Florida Energy Efficiency Code for Building Consttuction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant fqVitures. Builder Signature: Date: 2A 1" Address of New Home: City/FL Zip: Insulation Area R=4.1 6420.00 ft2 R= ft' R= ft2 R= ft2 Insulation Area R=30.0 4046.00 ft2 R= ft2 R= ft2 R ft2 6 135 6 135 (see detail kBtu/hr Efficiency 18.8 SEER:16.00 18.8 SEER:16.00 (see details) kBtu/hr Efficiency 17.0 COP:1.00 17.0 COP:1.00 (see details) Cap:40 gallons EF: 0.95 CF, Patel *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 5/10/201810:04 AM EnergyGauge® USA - FlaRes2Q17 - Section R405.4.1 Compliant Software Page 1 of 1 + wrightaoft° Right -Suite® Universal 2018 Short Form UNIT #1 QUICK CALCS, INC. 317 ST.. LUCIE LN., Fr.. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: OUICKCALCS _AOL.COM For: SEDONADEVELOPMENT 3131-3141 NIGHTFALL CIRCLE, FT. PIERCE, FL Job: Date: FEBRUARY 16, 2018 By H'g Clg Htg Clg Outside db (OF) 42 90 Inside db (OF) 70 75 Outside RH M - 60 Inside RH (%) - 50 Outsidewb (OF) - 78 Insidewb (OF) - 63 Daily range (OF) - 15 Design TD (OF) 28 15 Moisture diff. (gr/lb) - 61 Heating Equipment Cooling Equipment Make Make Trane Model Model 4TTR6018J/rEM4A0B18S Type Elecstrip Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh LeavingAirTemp 137.2 OF LeavingAirTemp 55.0 OF Actual Heating Fan 231 cfin Actual Cooling Fan 627 cfm Equipment Location UNIT #1 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Static Pressure Across Fan 0 in H2O NAME Area fI2 Heat Loss Sensible Gain Latent Gain Htg crm Clg crm Time -BEDROOM 1 188 5270 6401 818 87 282 Jul 1700 LDT BATH 40 714 267 0 11 11 Jul 1700 LDT KITCHEN LIVING 278 3390 2929 0 50 116 Jul 1700 LDT BEDROOM 2 107 3059 4744 817 51 196 Jul 1700 LDT ENTRY 69 2219 565 0 32 23 Jul 1700LDT UNIT#1 682 14652 14906 1635 231 627 Jul 1700LDT wrightsof ' 2018-May-1516:41U7 Ri9tt-Stite®Urtiversa1201618.o.i6 RSW8101 Paget ...EDONADEVELOPMENT-3131-3141NIGHFALLCIRCLE.np Calc=CL1D Fmrd Doorfaces:SW * wrightsofte Right -Suite® Universal 2018 Short Form UNIT #2 QUICK CALCS, INC. 317 ST.. LUCIE LN., Fr. PIERCE, FL 34946 PIore: 772-466-6799 Fa 772-466-6796 Email: OUICKCALCS@AOL.COM For: SEDONADEVELOPMENT 3131-3141 NIGHTFALL CIRCLE, FT. PIERCE, FL Job: Date: FEBRUARY 16, 2018 By: Htg Clg Htg Clg Outsidedb (OF) 42 90 Insidedb (OF) 70 75 Outside RH (o/6) - 60 Inside RH (e/6) - 50 Outsidewb (OF) - 78 Insidewb (OF) - 63 Daily range (OF) - 15 Design TD (OF) 28 15 Moisturediff. (grAb) - 61 Heating Equipment Cooling Equipment Make Make Trane Model Model 4TTR6018J/rEM4AOB18 Type Elecstrip Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh LeavingAirTemp 173.5 OF LeavingAirTemp 55.0 OF Actual Heating Fan 150 cliim Actual Cooling Fan 627 cfin Equipment Location UNIT #2 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Static PressureAcross Fan 0 in H2O NAME Area ft Loss Heat Sensible Gain Latent Gain Htg cfin Clg clim Time BEDROOM #1 188 4785 6383 818 62 318 Jul 1700 LDT KITCHEN/LIVING. 274 2160 1403 916 23 63 Jul 1700 LDT BATH #1 40 315 190 134 3 9 Jul 1700 LDT BEDROOM 42 ill 2665 4563 468 35 205 Jul 1700 LDT ENTRY, 54 2268 796 553 26 33 Jul 1700 LDT UNIT #2 667 1 12193 1 13336 1 2889 1 150 627 Jul wrightsoR' 2018-May-1516:4107 RigM-SUte®Uriversa1201618.0.16 RS1H18101 Page ...EDONA DEVELOPMENF3131-3141 NIGHFALLCIRCLEnp Calc=CLTD Front Doortaces: SW wrightsofte Right -Suite® Universal 2018 Short Form UNIT #3 QUICK CALCS, INC. 317 ST. LUCIE LN., Fr. PIERCE, FL 34946 Phone: 772466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM For: SEDONADEVELOPMENT 3131-3141 NIGHTFALL CIRCLE, FT PIERCE, FL Job: Date: FEBRUARY 16, 2018 By: Htg Clg Htg Clg Outsidedb (OF) 42 90 Insidedb (OF) 70 75 Outside RH (%) - 60 Inside RH (%) - 50 Outsidewb (OF) - 78 Insidewb (OF) - 63 Daily range (OF) - 15 Design TO (OF) 28 15 Moisture diff. (grAb) - 61 Beating Equipment Cooling Equipment Make Make Trane Model Model 4TTR6018J/rEM4AOB18 Type Elecstrip Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.6 gpd Total Cooling 18.8 MBtuh Lea%AngAirTemp 173.5 OF Lea%AngAirTemp 55.0 OF Actual Heating Fan 150 cim Actual Cooling Fan 627 ch Equipment Location UNIT #3 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Static PressureAcross Fan 0 in H2O NAME Area ft2 Heat Loss Sensible Gain Latent Gain Htg CIM Clg cim Time BEDROOM 1. 188 4720 6349 818 62 316 Jul 1700 LOT BATH 1 40 312 189 134 3 9 Jul 1700 LOT KITHCENA-IVING. 278 2167 1415 929 24 63 Jul 1700 LOT BEDROOM 2. 107 2607 4568 458 34 205 Jul 1700 LDT ENT. 54 2240 801 553 26 34 Jul 1700 LDT UNIT #3 667 12046 13321 2892 150 627 Jul 1700 LDT wrightsoR" 2018-May-1516:41:07 ...,.,-,,,,".,.,,,-, Rigk-SUriversa1201818.0.16 RSU08101 Page ._EDONADEVELOPMENT-3131-3141 NIGHFALLCIRCLE.W Calc=CLrD FmrtDoorfaces:SW + wrrightsoft^ Right -Suite® Universal 2018 Short Form UNIT #t4 QUICK CALCS, INC. 317 ST.. LUCIE LN., Fr. PIERCE, FL 34946 P1nre:772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM For: SEDONADEVELOPMENT 31313141 NIGHTFALL CIRCLE, FT. PIERCE, FL Job: Date: FEBRUARY 16, 2018 By: Htg Clg Htg Clg Outsidedb (OF) 42 90 Insidedb (OF) 70 75 Outside PH M - 60 Inside RH (a/o) - 50 Outsidewb (^F) - 78 Insidewb (OF) - 63 Daily range (OF) - 15 Design TD (OF) 28 15 Moisturediff. (grAb) - 61 Heating Equipment Cooling Equipment Make Make Trane Model Model 4TTR6018J/rEM4AOB18 Type Elecstrip Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh LeavingAirTemp 173.5 OF Leaving Air Temp 55.0 OF Actual Heating Fan 150 cfm Actual Cooling Fan 627 clip Equipment Location UNIT #4 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Static PressureAcross Fan 0 in H2O NAME Area ft Loss Heat Sensible Gain Latent Gain Htg Cirri Gig Cfm Time - BEDROOM #1. 188 4275 5712 818 62 293 Jul 1700 LDT KIT/ LIV 274 1968 2390 916 23 107 Jul 1700 LDT BATH #1. 40 287 170 134 3 8 Jul 1700 LDT ENTRY.. 54 2053 713 553 26 31 Jul 1700 LDT BED.2 ill 2380 4083 468 35 189 Jul 1700 LDT UNIT#4 667 10963 13068 2889 150 627 Jul 1700LDT wrightsoR^ RigN-Sdte®UriVersa1201818.0.i6 RSU08101 2018-MayA516:41:07Page5 ...EDONADEVELOPMENT-3131-3141NIGFiFALLCIRCLEmp Calc=CLTD Frord Dccrfaces:SW + wrightsofte Right -Suite® Universal 2018 Short Form UNIT #5 QUICK CALLS, INC. 317 SL LUCIE LN., Fr. PIERCE, FL 34946 Phone:772-466-6799 Fax 772466-6796 Email: QUICKCALCS AOL.COM For: SEDONADEVELOPMENT 3131-3141 NIGHTFALL CIRCLE, FT. PIERCE, FL Job: Date: FEBRUARY 16, 2018 By. Htg Clg Htg Clg Outsidedb (OF) 42 90 Insidedb (OF) 70 75 Outside RH (%) - 60 Inside RH (o/6) - 50 Outsidewb (OF) - 78 Insidewb (OF) - 63 Daily range (OF) - 15 Design TD (OF) 28 15 Moisture ditf. (gr/Ib) - 61 Beating Equipment Cooling Equipment Make Make Trane Model Model 4TTR601 8J/TEM4A0B1 8 Type Elec strip Type SplltAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh LeavingAirTemp 94.8 OF LeavingAirTemp 55.0 OF Actual Heating Fan 627 cfm Actual Cooling Fan 627 cfm Equipment Location UNIT #5 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Stabc Pressure Across Fan 0 in H2O NAME Area fta Heat Loss Sensible Gain Latent Gain Htg cfm Clg cfm Time 14T/LIV 278 1996 2425 929 100 108 Jul 1700 LDT BED.1 188 4275 5712 818 259 291 Jul 1700 LDT BTH 1 40 287 170 134 14 8 Jul 1700 LDT BED.#2 107 2360 4109 458 144 189 Jul 1700 LDT ENT. 54 2053 721 553 109 31 Jul 1700 LDT UNIT#5 667 10972 1 13137 1 2892 1 627 627 Jul 1700LDT rigFltSoft' 2018-May-1516AI,.07 W „ „. Rigid-Stdte®Ururersal 201818.0.16 RSU08101 Page ...EDONADEVELOPMENr-3131-3141NIGHFALLCIRCLErM Catc=CL1'D Frord Doorfarns:SW + vwrightsofto Right - cite® Universal 2018 Short Form U A #6 QUICK CALCS, INC. 317 ST. LUCIE LN.,Fr.. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOLCOM For: SEDONADEVELOPMENT 3131-3141 NIGHTFALL CIRCLE, FT. PIERCE, FL Job: Date: FEBRUARY 16, 2018 By: Htg Clg Htg Clg Outside db (OF) 42 90 Inside db (OF) 70 75 Outside RH M - 60 Inside PH M - 50 Outsidewb (OF) - 78 Insidewb (OF) - 63 Daily range (OF) - 15 Design TD (OF) 28 15 Moisture diff. (gr/Ib) - 61 Heating Equipment Cooling Equipment Make Make Trane Model Model 4TTR6018J/1-EM4AOB18 Type Elec strip Type SplitAC Efficiency 100EFF COP/EER/SEER 16.0 Heating Input 5.0 kW Sensible Cooling 13.2 MBtuh Heating Output 17.1 MBtuh Latent Cooling 5.6 MBtuh Humidifier 2.5 gpd Total Cooling 18.8 MBtuh LeavingAirTemp 143.2 OF LeavingAirTemp 55.0 OF Actual Heating Fan 212 clim Actual Cooling Fan 627 cirri Equipment Location AHU #6 System Type PEAKCV Fan Motor Heat Type PACKAGE Fan & Motor Combined Efficiency 0 % Static PressureAcross Fan 0 in H2O NAME Area tt? Heat Loss Sensible Gain Latent Gain Htg clim Clg clam Time - BED #1 188 5262 6226 628 79 285 Jul 1700LDT BTH #1 40 713 396 134 10 17 Jul 1700 LDT IdT/LIV. 274 3531 2284 916 48 97 Jul 1700 LDT ENTRY 1 69 2216 854 591 29 36 Jul 1700 LDT BED#2. ill 2934 4266 278 45 192 Jul 1700LDT AHU#6 682 14656 14027 2547 212 627 Jul 1700LDT wrightsoft' 2018-May-1516A1.07 Po9Fi-61ete®Umrersa1201818.0.i6 RSW8101 Pagel ...EOONADEVELOPMENT-3131-3141NIGHFALLCIRCLE.np Calc=CLTC Fmrt Doorfams:SW ® Right -Suite® Universal 2018 Load Summary Jolt wrightsoft UNIT #1 Date: FEBRUARY 16, 2018 By. QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phore: 772-466-6799 Fa 772-466-6796 Email: QUICKCALCS@AOL.COM _ Y r For. SEDONADEVELOPMENT 3131-3141 NIGHTFALL CIRCLE, FT. PIERCE, FL Zone: UNIT#1 - _COOLIkdLOAD 1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT Inside: 75 OF Outside: 90 OF TD: 15 OF RH: 60 % MoistDift 61.5 grAb Mult 1.0 Ins.wb Sensible 2. SOLAR RADIATION THROUGH GLASS 4154 3. TRANSMISSION GAINS Sensible 4648 Walls: 1957 - Glass: 1285 Doors: 101 Partitions: 0 Floors: 0 Ceilings: 1306 4. INTERNAL HEAT GAIN Sensible Latent Occupants: 460 380 Lights: 0 - Motors: 0 - Appliances: 931 0 5. INFILTRATION: Outside air cfin: 30 6. SUBTOTAL: Spaceload Sensible Latent Envelope 10673 1635 Less extemal 0 - Redistribution 0 0 7. SUPPLY DUCT 8. SUBTOTAL: Space load +supply dud Actual cfm: 627 at supply TD: 20 9. VENTILATION: Make-up aircfm: 0 10. RETURNAIRLOAD: Lighting + plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT HFATI N(l I ClAr) 13. DESIGN CONDITIONS Inside: 70 OF Outside: 42 OF 14. TRANSMISSION LOSSES Walls: 3444 Glass: 2481 Doors: 194 Partitions: 0 Floors: 1378 Ceilings: 511 15. INFILTRATION: Outside ai r cfm: 16. SUBTOTAL: Spaceload Envelope 10980 Less extemal 0 Less transfer 0 Redistribution 0 17. SUPPLYDUCT: 18. VENTILATION: Make-up aircfm: 19. HUMIDIFICATION Piping 20. RETURN DUCT 21. TOTAL HEATING LOAD ON EQUIPMENT 63 OF Latent 1391 380 480 1255 10673 1635 2515 13189 0 0 0 1717 - 14906 1635 Mult 1.0 TD: 28 OF 0 97 2971 10980 2145 0 0 954 0 574 14652 g wrihtsoft- 2018-May-1516:4197 ...,.-. - R1ght-SdteQ)Ur1VerSa1201818.0.16 RSUG8101 Paget ...EOONADEVELOPMENT-3131-3141 NIGHFALLCIRCLE.rup Calc=CLTD Frord Door faces: SW RightSuversa018oaummary ite® Universal 2Ld SJob: -�+ vvrightsoft• UNIT #2 Date: FEBRUARY 16, 2018 By: QUICK CALCS, INC. 317 ST. LUCIE LN.,FT. PIERCE, FL 34946 Ptnre: 772-466-6799 Fax 772-466-6796 Email: OUICKCALCS@AOL.COM • • • For. SEDONA DEVELOPMENT 3131-3141 NIGHTFALL CIRCLE, FT. PIERCE, FL Zone: UNIT#2_ _ _ _ _ COOLING LOAD-- 1. DESIGN CONDITIONS at Jul 1700 LDT Inside: 75 OF Outside: 90 OF RH: 60 % MoistDiff. 61.5 gr4b 2. SOLAR RADIATION THROUGH GLASS 3. TRANSMISSION GAINS Sensible Walls: 1016 Glass: 1120 Doors: 101 Partitions: 0 Floors: 0 Ceilings: 1277 4. INTERNAL HEAT GAIN Sensible Occupants: 460 Lights: 0 Motors: 0 Appliances: 67 5. INFILTRATION: Outside air cfrn: 6. SUBTOTAL: Space load Sensible Envelope 8954 Less external 0 Redistribution 0 7. SUPPLY DUCT 8. SUBTOTAL: Space load +supply duct Actualcfm: 627 at supply TD: 9. VENTILATION: Make-up aircfm: 10. RETURNAIRLOAD: Lighting + plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT Peak load at Jul 1700 LDT TD: 15 OF Mult 1.0 Ins.wb 63 OF Sensible Latent 3954 3513 Latent 527 380 380 - - 0 60 960 2509 Latent 8954 2889 2889 - - 0 2605 11560 20 - - 0 0 0 0 1776 - 13336 2889 --- -- " — — "— HEATING LOAD 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 42 OF TD: 28 OF 14. TRANSMISSION LOSSES 4852 Walls: 1357 - Glass: 2162 - Doors: 194 - Partitions: 0 - Floors: 638 - Ceilings: 500 - 15. INFILTRATION: Outside aircfm: 95 2926 16. SUBTOTAL: Spaceload 7778 Envelope 7778 - Less extemal 0 - Less transfer 0 - Redistibution 0 - 17. SUPPLYDUCT: 2751 18. VENTILATION: Make-up aircfm: 0 0 19. HUMIDIFICATION 933 Piping 0 20. RETURN DUCT 731 21. TOTAL HEATING LOAD ON EQUIPMENT 12193 -Fp- wrieyhtsoft' 2018-MayAS 16:41.07 ....•, ...„..�,,...., RighFSute®Udversa1201878.0.i6 RSU08101 Page3 ...EDONA DEVELOPMENR3131-3141NIGHFALLCIRCLEmp Calc=CLTD FmrGDoor Faces:SW RightSuite® Universal 2018 Load Summary Job: Wrlghtsoft UNIT Data: FEBRUARY 16, 2018 By. QUICK CALCS, INC. 317 ST. LUCIE LN., Fr. PIERCE, FL 34946 Ptnre: 772-466-6799 Fax 772466-6796 Emil: QUICKCALCS@AOL.COM For. SEDONADEVELOPMENT 31313141 NIGHTFALL CIRCLE, FT. PIERCE, FL Zone: UNIT#4_ COOLING.LOAD_. - -- 1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT Inside: 75 OF Outside: 90 OF TD: 15 OF RH: 60 % MoistDifF. 61.5 grAb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 3954 3. TRANSMISSION GAINS Sensible 3513 Walls: 1016 - - Glass: 1120 - - Doors: 101 - - Partitions: 0 - - Floors: 0 - - Ceilings: 1277 - - 4. INTERNAL HEAT GAIN Sensible Latent 1378 380 Occupants: 460 380 - - Lights: 0 - Motors: 0 - Appliances: 918 0 - - 5. INFILTRATION: Outside aircfm: 60 960 2509 6. SUBTOTAL: Space load Sensible Latent 9805 2889 Envelope 9805 2889 - - Less external 0 - Redistribution 0 0 - 7. SUPPLY DUCT 1947 8. SUBTOTAL: Space load +supply duct 11752 Actual cfm: 627 at supply TD: 20 9. VENTILATION: Make-up aircfm: 0 0 0 10. RETURN AIR LOAD: Lighting +plenum (net) 0 - 11. RETURN DUCT 1316 - 12. TOTAL LOADS ON EQUIPMENT 13068 2889 - - - - - -- - --HEATINGLOAD- --- -------- - -- - - - ---- - 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 42 OF TD: 28 OF 14. TRANSMISSION LOSSES 4852 Walls: 1357 - Glass: 2162 - Doors: 194 - Partitions: 0 - Floors: 638 - Ceilings: 500 - 15. INFILTRATION: Outside aircfm: 95 2926 16. SUBTOTAL: Spaceload 7778 Envelope 7778 - Less external 0 - Less transfer 0 - Redistribution 0 - 17. SUPPLY DUCT- 1786 18. VENTILATION: Make-up airclim: 0 A 19. HUMIDIFICATION 933 Piping 0 20. RETURN DUCT 466 21. TOTAL HEATING LOAD ON EQUIPMENT 10963 -Fkwr2018-May-1516:41:07 r-ghtsof[^ ..... v.. Right-Sute0UNversal201818.0.16 RSU08101 Page5 -.EDONADEVELOPMENT--3131-3141NIGHFALLCIRCLE.rup Calc=CLTD Frort Door facev. SW RightSuite® Universal 2018 Load Summary Job: WrightSofte UNIT 93 Date: FEBRUARY 16, 2018 By: QUICK CALCS, INC. 317 ST. LUCIE LN., FT. PIERCE, FL 34946 Prore:772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM 0 • • For. SEDONA DEVELOPMENT 3131-3141 NIGHTFALL CIRCLE, FT. PIERCE, FL Zone: UNIT#3 COOLING LOAD 1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT Inside: 75 OF Outside: 90 OF TD: 15 OF RH: 60 % MoistDiff: 61.5 grAb Mult 1.0 Ins.wb Sensible 2. SOLAR RADIATION THROUGH GLASS 3954 3. TRANSMISSION GAINS Sensible 3551 Walls: 1053 - Glass: 1120 - Doors: 101 - Partitions: 0 - Floors: 0 - Ceilings: 1277 - 4. INTERNAL HEAT GAIN Sensible Latent 527 Occupants: 460 380 - Lights: 0 - Motors: 0 - Aopliances: 67 0 5. INFILTRATION: Outside air ctm: 60 6. SUBTOTAL: Spaceload Sensible Latent Envelope 8993 2892 Less extemal 0 - Redistribution 0 0 • 7. SUPPLY DUCT S. SUBTOTAL: Space load +supply duct Actual cfm: 627 at suppply TD: 20 9. VENTILATION: Make-up air cfrn: 0 10. RETURNAIRLOAD: Lighting + plenum (net) 11. RETURN DUCT 12. TOTAL LOADS ON EQUIPMENT - - -- --- - - HEATING LOAD 13. DESIGN CONDITIONS Mult Inside: 70 OF Outside: 42 OF TD: 14. TRANSMISSION LOSSES Walls: 1357 Glass: 2162 Doors: 194 Partitions: 0 Floors: 638 Ceilings: 500 15. INFILTRATION: Outside airch: 95 16. SUBTOTAL: Spaceload Envelope 7782 Less extemal 0 Less transfer 0 Redistribution 0 17. SUPPLYDUCT: 18. VENTILATION: Make-up aircfm: 0 19. HUMIDIFICATION Piping 20. RETURN DUCT • 21. TOTAL HEATING LOAD ON EQUIPMENT 40- wr7ghisoTt^ Rigk-SUteO Uriver5al 201818.0.16 RSU08101 ...EDONADEVELOPMENF3131-3141 NIGHFALLCIRCLE.rup Calc=CLTD Frort Doorraces SW 962 8993 63 OF Latent 380 2512 2892 2574 11567 0 0 0 1755 - 13321 2892 1.0 28 OF 4852 2930 7782 2629 0 937 0 698 12046 2018-May-1516:41 A7 Page 4 RightSuite® Universal 2018 Load Summary Job: wrightSoft` UNIT #5 By: FEBRUARY 16, 2018 y QUICK CALCS, INC. 317 ST.. LUCIE UN., Fr. PIERCE, FL 34946 Pfone:772-466-6799 Fax 772-466-6796 Email: QU1CKCALCS@AOL.COM edtinformation For. SEDONADEVELOPMENT 3131-3141 NIGHTFALL CIRCLE, FT. PIERCE, FL __---COOLING:LOAD. I. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT Inside: 75 OF Outside: 90 OF TD: 15 OF RH: 60 % MoistDiff: 61.5 grAb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 3954 - 3. TRANSMISSION GAINS Sensible 3551 Walls: 1053 - Glass: 1120 - - Doors: 101 - - Partitions: 0 - - Floors: 0 - - Ceilings: 1277 - - 4. INTERNAL HEAT GAIN Sensible Latent 1391 380 Occupants: 460 380 - - Lights: 0 - Motors: 0 - Aopliances: 931 0 - - 5. INFILTRATION: Outside aircim: 60 962 2512 6. SUBTOTAL: Spaceload Sensible Latent 9857 2892 Envelope 9857 2892 - - Less extemal 0 - Redistribution 0 0 - 7. SUPPLY DUCT 1957 - 8. SUBTOTAL: Space load +supply duct 11814 Actual cfrn: 627 at supply TD: 20 - - 9. VENTILATION: Make-up airclim: 0 0 0 10. RETURNAIRLOAD: Lighting + plenum (net) 0 - 11. RETURN DUCT 1323 - 12. TOTAL LOADS ON EQUIPMENT 13137 2892 — — -- ---- -----HEATING LOAD - ----�- — 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 42 OF TD: 28 OF 14. TRANSMISSION LOSSES 4852 Walls: 1357 - Glass: 2162 - Doors: 194 - Partitions: 0 - Floors: 638 - Ceilings: 500 - 15. INFILTRATION: Outside aircfm: 95 2930 16. SUBTOTAL: Spaceload 7782 Envelope 7782 - Less external 0 - Less transfer 0 - Redistribution 0 - 17. SUPPLY DUCT. 1787 18. VENTILATION: Make-up air cfm: 0 0 19. HUMIDIFICATION 937 Piping 0 20. RETURN DUCT 466 21. TOTAL HEATING LOAD ON EQUIPMENT 10972 wreghts t' 2018-May-1516:41D7 ...�-�.. Riglil-Stnte®Uriversa1201818.0.16 RSU08101 Page ...EDONADEVELOPMENr3l31-3141NIGHFALLCIRCLE.rup Calc=CLTD Frort Doorfaces:SW Right -Suite® Universal 2018 Load Summary Job: ft wrightso' AHU #6 By: FEBRUARY 16, 2018 v QUICK CALCS, INC. 317 ST. LUCIE LN.,FT.PIERCE, FL34946 Phcre:772-466.6799Fax772-466-6796 Email: OUICKCALCS@AOL.COM For: SEDONADEVELOPMENT 3131-3141 NIGHTFALL CIRCLE, FT. PIERCE, FL Zone: AHU #fi _ - _ COOLING LOAD 1. DESIGN CONDITIONS at Jul 1700 LDT Peak load at Jul 1700 LDT Inside: 75 OF Outside: 90 OF TD: 15 OF RH: 60 % MoistDiff. 61.5 grAb Mult 1.0 Ins.wb 63 OF Sensible Latent 2. SOLAR RADIATION THROUGH GLASS 4121 3. TRANSMISSION GAINS Sensible 4954 Walls: 9262 - - Glass: 1285 - - Doors: 101 - - Partitions: 0 - - Floors: 0 - - Ceilings: 1306 - - 4. INTERNAL HEAT GAIN Sensible Latent 0 0 Occupants: 0 0 - - Lights: 0 - Motors: 0 - Aopliances: 0 0 - - 5. INFILTRATION: Outsideairclim: 61 975 2547 6. SUBTOTAL: Space load Sensible Latent 10049 2547 Envelope 10049 2547 - - Less external 0 - Redistribution 0 0 - 7. SUPPLYDUCT 2364 8. SUBTOTAL: Space load +supply dud 12413 Actual chn: 627 at supply TD: 20 9. VENTILATION: Make-up airLfin: 0 0 0 10. RETUR.NAIRLOAD: Lighting + plenum (net) 0 - H. RETURN DUCT 1614 - 12. TOTAL LOADS ON EQUIPMENT 14027 2547 HEATING LOAD - 13. DESIGN CONDITIONS Mult 1.0 Inside: 70 OF Outside: 42 OF TD: 28 OF 14. TRANSMISSION LOSSES 8035 Walls: 3470 - Glass: 2481 - Doors: 194 - Partitions: 0 - Flocrs: 1378 - Ceilings: 511 - 15. INFILTRATION: Outsideaircfm: 96 2968 16. SUBTOTAL: Spaceload 11002 Envelope 11002 - Less external 0 - Less transfer 0 - Redistribution 0 - 17. SUPPLYDUCT: 2134 18. VENTILATION: Make-up aircfm: 0 0 19. HUMIDIFICATION 950 Piping 0 20. RETURN DUCT 570 21. TOTAL HEATING LOAD ON EQUIPMENT 14656 righYsoR' 2018-May-1516.4197 w ... ... RigIt-SUte0U1wrWl201818.0.16RSU08101 Page ...EDONA DEVELOPMENT3131-3141 NIGHFALLCIRCLE.rrp Calc=CLTD %m Doorfaces:SW Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RE: 75301 - 3170-80 MORNINGDEW LANE MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: Edwards Landing LLC Project Name: Model: Sedona 6 Unit Tampa, Fl- 33610-4115 LottBlock: Subdivision: Sedona Development Address:3�ifNtlt3iTFLL City: Fort Pierce State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: John M Foster -Architect License #: AR0008511 Address: 11205 Ridge Ave City: Fort Pierce State: FL General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC20171TP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 160 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 10 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Seal# Truss Name Date 1 T14482581 1 A 7/5/18 12 IT144825821Al 17/5I18 1 13 T14482583 I B 17/5/18 4 IT144825841GEA 7/5/18 5 IT14482585 VA 7/5/18 6 1 T14482586 1 VB 7/5/18 7 1 T14482587 1 VC 7/5/18 8 T14482588 VD 7/5/18 19 1 T1 4482589 1 VE 1715/18 110 T1 4482590 1 VG 7/5l18 SCANNED BY St. Lucie County The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Chambers Truss. Truss Design Engineer's Name: Velez, Joaquin My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSIITPi 1, Chapter 2. ,`O o 68182 '-0 STATE OF ' 41J A% �0NAi E ` Inc. FL tert M Fast Blvd. Tampa Fl. 33610 July 5,2018 Velez, Joaquin 1 of 1 Job Truss Truss Type ' City Ply 3170-80MORNINGDEW LANE T14482583 75301 B COMMON 3 1 Job Reference o tonal , Chambers Truss, Inc., Fort Pierce, FL ID:mxt3zU UOICP W?thmwCOH W gzvADu-TuAcNldjD2CbbT?OggIJOhAun0oxpUJ5N_BRcBY?B W u 4xG = Scale = 1:25.5 3x4 = 3x4 = 7-0-0 14.0-0 7-0-0 7-0-0 Plate Offsets ()(.Yl 11'0 0-8 Edgel 13:0-0-8 Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Udell L/d PLATES GRIP TCLL 20.0 Plate GAP DOL 1.25 TC 0.35 Vert(L-) -0.07 4-10 >999 360 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Ven(CT) -0.13 4-10 >999 240 BCLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 3 n/a n(a BCDL 10.0 Code FBC20171-FP12014 Mainx-MS Wlnd(LL) 0.09 4-10 >999 240 Weight: 49 to FT=20% LUMBER - TOP CHORD 2x4 SP M 30 BOTCHORD 2x4SPM30 WEBS 2x4 SP N0.3 REACTIONS. (Ib/size) 1=518/0-8-0, 3=518/0-8-0 Max Horz 1-150(LC 10) Max Uplift 1=-275(LC 12), 3=-275(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-748/609, 2-3=-748/609 BOTCHORD 1-4=-384/605, 3-4=-384/605 WEBS 2-4=-82/326 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOTCHORD Rigid ceiling directly applied or to-"oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124rfiph; TGDL=4.2psf; BCDL=3.0psf; h=130; B=95ft; L=48ft; eave=5ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exiedor(2) 0-0-0 to 4-9-3, Interior(1) 4-9.3 to 7-0-0, Extedor(2) 7-0-0 to 11-9-3 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Ops1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will lit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 275111 uplift at joint 1 and 275 Ib uplift at joint 3. Joaquin Velez PE No.68182 M[Tek USA, Inc. FL Cart 6834 9904 Parka East Blvd. Tampa FL 33610 Date: July 5,2018 O WARNING -Vedfydesrgn paramefersand READ NOTES ON THISANOINCLUOED MREKREFEMNOEPAGEW74Yt ree 1aNiRa159EFORE USE *� ji�Ye Design valid farm odywlih MRe]Zconr 10m. Msdeslgn b based only upon paameteis shown, and b for ai mtlMdual Wadbrg component not 1lW bulding deslgoer must vedfy the appllcabuly of design paamefeis aru[ properly 1,00ma ate the desgn into IW overall a Ina system. Before use, burcingda0gn. MachgtrrtllcatedhloproveniWc goflndMtluNhussweband/otct dmemWmoNy. Addlloraltempaoyaitlpermarenibocoma MiTek' h always required for stabairy and to prevent cdiapse with possible laerwta o-8gry aid property damage. Forgenerolgurtl oregadlrgihe 6904 1r fa"Icatbn.storage.dellveiy. erection and brachg of hussesartl fnwaWtemz seeANSUIP1f GUMMY G0e49, DSB49 and 11CSiguldblg Component Tama, 33GlBlvd. sarefykdalmOlbmvarcue eom Tme, Rate Instlhde, 218 N. Lee Street, Suite 312, Mexondda. VA22314. Truss Truss Type ` Oty Ply 3170-BO MORNINGDEW LANE T74482584 F75301 GEA GABLE 3 1 Job Reference (optional) Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Intlustries, Inc. Thu Jul 5 07:06:30 2018 Page 1 ID:mxt3z000IcPw9khmwC9H W gzwlOu-x4kMbeeL_MKSDdaDNxpYxuj6HOBMYLwEcewtBez?BW t -1-4-7 7-ao 14-&0 15-4.7 1-aa 7-0,0 7-80 1, 4x4 = Scale = 1:27.3 m Io 140.0 LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud PLATES GRIP TOLL 20.0 Plate Grip DOL 125 TC 0.18 Vert(LL) -0.00 9 n/r 120 MT20 2441190 TCDL 7.0 Lumber DOL 125 BC 0.04 Vert(CT) -0.00 9 rVr 90 BCLL 0.0 ' Rep Stress Incr NO WB 0.10 Horz(CT) 0.00 8 n1a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-S Weight: 651b FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP M 30 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 14-0-0. (Ib) - Max Horz 2=181(LC 11) Max Uplift All uplift 1001b or less at Joints) except 2= 192(LC 12), 8=-192(LG 12), 13=-111(LC 12), 14=-103(LC 12), 11-111(LC 12), 10=-103(LC 12) Max Grav All reactions 250 In or less at joint(s) 2, 8, 12, 13, 14, 11, 10 FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 4-5=-81/283, 5-6=-81/293 WEBS 4-13=-131/308, 3-14=-171/343, 6-11=-130/308, 7-10=-171/343 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TGDL=4.2psl; BCDL=3.0pst, h=131t; B=9511; L=481t eave=21t; CaL II; Exp C; Encl., GCpl=0.18; MW FRS (directional) and C-C Comer(3) -1-5-4 to 3-4-0, Exlenor(2) 3-4.0 to 7-0-0, Comer(3) 7-0-0 to 11-93 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Tmss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSUTPI 1. 4) All plates are 2x3 MT20 unless otherwise indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2-0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8)' This truss has been designed for a live load of 20.0ps1 on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of muss to bearing plate capable of withstanding 1921b uplift at joint 2, 192 Ib uplift at joint 8, 111 to uplift at joint 13, 1031b uplift at joint 14, 111 lb uplift at joint 11 and 1031b uplift at joint 10. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cert 6634 6604 Parke East Blvd. Tampa FL 33610 Date: July 5,2018 A WARNLVO- Venlydeslgn paramerersand REAONWES ON TNISANOINCLUDWMREKREFERANCEPAGEMO-74"mre 1MMOI5BEFOREUSE �■� Design volid for use only W,lh MBel connectors. thisdedgn Is based only upon pormnelers shown. and is form htlivdual WOdw component. not a buss system. Before use- rtre Wictre, designer must verify the applioob91N of design parameters and properly hcoporate this design Into the overall bnlldWolesign. &acinglydicafe IstopreventWckilrxlofhdlviduoihusweband/o Cc rdmeMb moNy. Addtionaliemporaryadpennmentbrocing MiTek' Is always required for statAltyandto prevent cdltgse vvith possible personal Injury and rNOPefly danage. Porgenevaiguldonceregardinglhe 6504 Palle East Blvd. fabricator.stomge, delivery, erectlon all bracin, of losses and hossystern% ScoAMVIF11 Cud1198yy CrEsrb, 88BaP and SMIBuldhng Compommf Shcotylnlannafbarvdlable from inns Role Iruilfule, 218 N. Lee sheet, Suite 312. Alexardda. VA22314. Tampa, FL 33610 Job Truss Truss Type ' Oty Ply 3170-80 MORNINGDEW LANE T14482585 75301 VA VALLEY 6 1 Job Reference o tional . Gnamoors ru55, uID., lair ruelea, IL 4x4 = 3 Scale =1:22A 3x4 G 8 7 6 3x4 J 2.3 11 W II 2x3 II LOADING (Pat) SPACING- 2-0-0 CSI. DEFL. in (too) Vdefl Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.28 Vert(LL) n/a - n1a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(CT) n1a - n/a 999 BCLL 0.0 Rep Stress Incr YES W B 0.10 Horz(CT) 0.00 5 n1a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP M 30 OTHERS 2x4 SP No.3 PLATES GRIP MT20 244/190 Weight: 48 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 13-4-0. (to) - Max Harz 1=-130(LC 10) Max Uplift All uplift 1001b or less aljoint(s) 1, 5 except 6=-196(LC 12), 8=-196(LC 12) Max Grav All reactions 2501b or less atjoint(s) 1, 5, 7 except 6=324(LC 18), 8=324(LC 17) FORCES. (Ib) -Max CompJMax. Ten. -Aft forces 250 (Ib) or less except when shown. WEBS 4-6=-241/336, 2-8= 242/336 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.0psf; h=13Q; B=951t L=48R; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) 0.7-7 to 5-4-10, Interior(1) 5-4-10 to 6-8-0, Extenor(2) 6-8-0 to 11-5-3 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1001b uplift at joint(s) 1, 5 except (jt=lb) 6=196, 8=196. Joaquin Velez PE No.68182 tAiTek USA Inc, FL Celt 6834 6904 Parke East Blvd. Tampa FL 33610 Date: July 5,2018 ® WARNWG.Vetitydeslgnpa mtemand READNOTES ON MWMDWCLUDEDMREKREPERANCEPAGEM61473mK 1aM2015BEFOREUSE Design valid for use only Wth vifelaticonnectors.l design is based oNyupon parametelsshovm and is for On Individual budding component rot a trim system. Berme use, the bolding designer must VOr the UPplucobalty ofdesignl cuoureters and properly Incomorate this design Into the overall buPdne desgn. Br cbgiMk la istolxeventWallrgof[WNidudlmmwebantl/orct rdmembersoNy. MiTek' k always regrfretl fa slobalN ono to prevent collapse v4m posLbe pe�rid Npny and propedydamage. Forgeneral gWdance regarding the tab aM bacaxt.218N.leetreet,seems,se ODaOy CrB�M, DSBdP antl BC51 BOCOz+g COmpon�rlf aeat,..F04 e East Blvd. Iyhrfa.storage,tlrabefrom Iron excrl Sahty(Nomrag0luvallable from Trim Plate InsllNte. 218 N. Lee 8heet.5ulte 312. Alezandda VA22314. Tenpa, FL 33610 Job Truss Truss Type ' Cry Ply 3170-80 MORNINGDEW LANE T14482586 75301 VB GABLE 6 1 Job Reference (optionaq Chambers Truss, Inc., Fart Pierce, FL 8.130 5 Mar 112018 MITek Industries, Inc. I hU Jul b 0/:Ub:32 tut a rage 1 ID:mxt3z000ICPw?thmwC9HW gzwl0u-uTs6OKfcWzaASwjbVys00JoL7Eoi0FSX3yP5DWz?BW r 4x5 = 4 3x4 i W II 3x6 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) Na - n/a 999 TOOL 7.0 Lumber DOL 1.25 BC 0.37 VertfCT) Na - r/a 999 BCLL 0.0 Rep Stress Incr YES WB 0.10 Horz(CT) 0.00 3 Na Na BCDL 10.0 Code FBC2017fTP12014 Matrix-S LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=157/10-8-0, 3=157/10-8-0, 4=383/10-8-0 Max Harz 1=-101(LC 10) Max Uplift 1=-98(LC 12), 3= 98(LC 12), 4= 174(LC 12) Max GraV 1=161(LC 17), 3=176(LC 18), 4=383(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. WEBS 2-4=-247/334 Scale=1:19.2 PLATES GRIP MT20 244/190 Weight: 351b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vur=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=13f1; B=95ft L=48ft1 eave=6fl; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (It -lb) 4=174. Joaquin Velez PE No.88182 MiTek USA, Inc. FL Cart 8934 ON Parke East Blvd. Tampa FL 33810 Date: July 5,2018 ®WARNING-Veriydaslsnpefemetersand RFAONOTES ON TNISMDINCLUDED UREKR£F£RANLEPAGEUX74"J -lgD ISBEORE USE Deygn valid for use crfy w ffi MBeWconnect.e. rNs design 6 based oNy upon parameters show. and 8 for m hdiWdual Wfldag component not Iff a Irusssyslem. Before use, the Wilding designer must verify the appllcablity of design parameters and properly incorporate ft design Into Inc, overall buAtlirgdesign.&achgindcatedhtopreventWckllWofhvJivltlualtMWband/orchordmemb moNy. Mdlionalfemporaly rid nnanenibr W MiTeK footways regUiredfodeliveW,er topre po55S>IeperSWteMl e9=dBmrcereb7g Co me 6904 East Blvd. broilopsev4m eANproped UaWC,e. a. DS foMcolbn.storage, delivery erecaon and bracing of imssesond truss systems �eAlySyiPli GuafBy CiReM, O58-09 and SCSI Bu➢dhB Componanf SaNty Woanatbn�lobie hom inrss Rate IruilNte. 218 N. Lee Sheet. S�Aie 312. Alexondda. VA22314. TaaQa, FL 33610 Tampa. FL ,lob Truss Truss Type ' Gly Ply 3170-00 MORNINGDEW LANE T74482587 75301 VC VALLEY 6 1 Job Reference o Iional um mhers l was, Inc., ron rlerce, rL 3x4 i a.13V y Mar 11 zV I. can en muuau,eJ. ,u.. ...0 aw o v..va.oc cv n„ uya ID:mxt3zUUGICPw7thmWC9HW qzwlOu-uTs6OKfcWzaASwjbVys00JONeEgNOFuX3yP5D W z7BW r 2x3 II 4x4 = 2 4 LOADING (psf) SPACING- 2-0-0 CSI. DER. in (loc) Vdefl Ud TOLL 20.0 Plate Grip DOL 1.25 TO 0.51 Ved(CL) n1a - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.19 Vert(CT) n1a - n/a 999 BOLL 0.0 ' Rep Stress Incr YES W B 0.07 Horz(CT) 0.00 3 n/a Na BCDL 10.0 Code FBC2017rrP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 1=125/8-0-0, 3=125/8.0.0, 4=250/8-0-0 Max Horz 1=-73(LC 10) Max Uplift 1=-85(LC 12), 3=-85(LC 12). 4=-96(LC 12) Max Grav 1=126(LC 17), 3=137(LC 18), 4=250(LC 1) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. Scale = 1:15.1 3x4 1 PLATES GRIP MT20 244/190 Weight: 251b FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh BCDL=3.Opsf; h=13ft; 6=9511; L=48ft, eave=611; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Exlerlor(2) zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ile uplift at joint(s) 1, 3. 4. Joaquin Velez PE No.68182 Miliek USA, Ina FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: July 5,2018 ® WARNING. Vedrydeslgnparsmetersood READNOTES ON THIS AND INCLUDED MUEKBEFEN4NCEPAGEM67=.a .. 10UNWISBEFORE USE. Design v,,xi (Or use oNy calm Mnelm connectors. INS desgn is based only Won parameters shown, antl h for an hdlNdual building component. nor a tnm system. Derere use, the bullring designer must verify the OpPiicabliry of dedgn parameters antl properly incorporate this design Into the overall bu0ringdesign. Brmhglndk Wa hlopreventWckllWof Mtvidualinmwebard/orcMtdmerubersoNy. AddlliorwltemporaryandpermanenlNochg MiTek' h always required for stobalty aid to prevent C011OPe w 111 PosUe Peusord friary Old PfoPedY dOmaeo. For general guidance regarding he fobdcalbn. stonape, dellvew. erection end bracing of tames and truss systems se,IANSfRPjI Cualdy CAM,DSB-0g and SCSI Building Component 6904 Pere East 6Nd. SafetyNlamlclbtnvdlable from Inm Bate Institute. 218 N. Lee Street. Sdte312. Alexandria. VA 22314. Tom., FL M61 D Job Truss Truss Type Gty Ply 3170-80 MORNINGDEW LANE T14482588 75301 VD VALLEY 6 1 Job Reference (optional) unamoers truss, Inc., ror11'leme, VL 3x4 4 Mn 2 4 44 = t1.1 JU s Mar 11 201U MI IeK Inausmes. Inc. I nu JUI o U/:ub:aa Lu1a e•a9e 1 3x4 O LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In (too) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.19 Vert(L-) rda - n/a 999 TCDL 7.0 Lumber DOL 1.25 BC 0.07 Vert(CT) n/a - n/a 999 BCLL 0.0 ' Rep Stress Incr YES WB 0.05 Hou(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix-P LUMBER - TOP CHORD 2x4 SP No.3 BOT CHORD 2x4 SP No.3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=76/5-4-0, 3=76/5-4-0, 4=151/5-4-0 Max Harz 1— 44(LC 10) Max Uplift 1=-51(LC 12), 3=-51(LC 12), 4=-58(LC 12) Max Grav 1=76(LC 17), 3=83(LC 18). 4=151(LC 1) FORCES. (Ib) -Max. CompJMax. Ten. -Aft forces 250 (Ib) or less except when shown. Scale=1:11.2 PLATES GRIP MT20 244/190 Weight: 16 lb FT=20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-4-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuIt=160mph (3-second gust) Vasd=124mph; TCDL=4.2psh, BCDL=3.0psl; h=13f ; B=95f; L=48ft; eave=6ft Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) • This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito Uplift at Joint(s) 1, 3.4. Joaquin Velez PE No.68182 MiTek USA Inc. FL Cert 0834 6904 Parke East Blvd. Tampa FL 33610 Date: July 5,2018 Q WARNING-Vorlly design parameters entl READ NOTES ON ThEvMD INCLUDED MREKREFERANCE PAGEM674"ivv 101XIO0f5BEFOREUSE Design valid for use only will, Meek)connectors. TNsdeslgn Is based arty upon parameters shown. and is for anirvividual Wading Component. hot �r a ftMWSlem. Before use- the busing g designer must verify the opplcobalryof design parametersarM properly Incorporate thls design Into the overall b9cigdeslgn. Bracing lndlcated Isla WePlIrg oflndMdual tmsweb and/or chord members only. Adallorml temporary and Peimonenl lxaarg `J MiTek' woven] k always radial for stabs ltyand to prevent collgxe writ PossMe Persona troy and property damage. For genera guidance regarang the Parke East Blvd. fohkolbrt ablage,tlaNery, erecaon and bracbg of hussesond lmsssysiems. seeANSgipli Cuappyy ClBarb,DSBdpand BCSIBUSdMg Componenf 22514. 6904 Tarrga,FL 23610 SaletybdomrolloGavalaba ftom Tries Rate nstrMte.218 N.Lee Stteet,Site 312. Alexarxbla.VA ,lob Truss Truss Type RNINGDEW LANE �Ofyply T144825875301 VE VALLEY ce o tional chambers l russ, Inc., Yon Fierce. FL d 6.00 F12 4x6 i 2 30 B.IJu 6 Mar 11 2016 MI I eK industries, ]no. I hu JUI b U/:Ub:J4 ZUl6 rage 1 3 Scale =1:6.0 LOADING (psi) SPACING- 2-0-0 CS]. DEFL. in (too) Vdefl L/d PLATES GRIP TOLL 20.0 Plate Grip DOL 1.25 TO 0.04 Ve I(LL) n/a - n/a 999 MT20 2441190 TOOL 7.0 Lumber DOL 1.25 BC 0.04 Ven(CT) Na - n/a 999 BOLL 0.0 Rep Stress met YES WB 0.00 Horz(CT) -0.00 3 n/a n1a BCDL 10.0 Code FBC20171TP12014 Matrix-P Weight: 6lb FT=20% LUMBER- BRACING - TOP CHORD 20 SP No.3 TOP CHORD Stmclural wood sheathing directly applied or 2-8-0 cc puffins. BOT CHORD 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 cc bracing. REACTIONS. (Ib/size) 1=53/2-8-0, 3=5312-8-0 Max Harz 1=15(LC 11) Max Uplift 1=-28(LC 12), 3=-28(LC 12) FORCES. (Ib) -Max CompJMax. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=13ft; B=95f1; L--18ft; eave=6f ; Cat. II; Exp C; Encl.. GCpi=0.18; MW FRS (directional) and C-C Exienor(2) zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) `This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will tit between the bottom chord antl any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of Wihstanding 1001b uplift at joint(s) 1, 3. Joaquin Velez PE Na.68182 MiTek USA, Inc. FL Cert 8634 6904 Parke East Blvd. Tampa FL 33610 Date: July 5,2018 ,&WARNING-yedrydrsdnparemetersand READ NOTES ONTNWANONCLUOEDMREKREFEMNCEPAGEM674MJre. 10N32015BEFOREUSE Design vdltl for use only With MITeM connectors. iNs design is based only upon parameters Town. and Is for an Individual bIDdlrlg component. rat a buss system. Bar«e use, Ine bWlding designer must verify the appllcablilry of design parameters and property Incorporate this design Into use overall WcldlMofWNMwllmsswebafmcMrdmembersoNy. AddltlonaltemporaryalWpelmorent Wacing MiTek' buddrsUdeslgn.&achghdcaledlstoprevenf b always requaed for stabalN and to prevent collapse Win possible personal hllAy and property damage. For general gWdaae regorc" the fabrication dotage. delivery, erection and bracing of hoses and tms systems se ,ANs&7rvl Quo' yCIBYI(.l USBdP and BMI Bu/dtlg Component 6904 Perko East Blvd. Safetyhlonnaflomvdlade earn Taus Rate Ins8lute. 218 N. Lee Sheet, SWte312. Nexancift VA 22314. TAaga, FL 33610 ,lob Truss Truss Type Oty Ply 3170-BO MORNINGDEW LANE T14482590 75301 VGE GABLE 3 1 Job Reference o tional Chambers Truss, Inc., Fort Pierce, FL 8.130 s Mar 112018 MiTek Industries, Inc. Thu Jul 5 07:05:35 2018 Page 1 ID:mxt3z000IcPw?thmwC9HWgzwlOu.12xFeMiUouykJOSAA4Pjey0yARVSDbOzlwelgrz7BW o 44 = 3x4 � 12 11 10 9 8 3X4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL, in (too) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Ven(LL) Na - We 999 TCDL 7.0 Lumber DOL 1.25 BC 0.04 Ved(CT) n/a - Na 999 BCLL 0.0 ' Rep Stress Incr YES WE 0.09 Horz(CT) 0.00 7 Na Na BCDL 10.0 Code FBC2017lFP12014 Matrix-S Scale =1:26.0 PLATES GRIP MT20 2441190 Weight: 64 to FT=20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc purlins. BOT CHORD 2x4 SP M 30 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 15-9-5. fib) - Max Horz 1=-156(LC 10) Max Uplift All uplift 1001b or less atjoint(s) 1, 7, 11, 9 except 12=-175(LC 12), 8=-175(LC 12) Max Grav All reactions 250 lb or less at joint(s) 1, 7, 10, 11, 9 except 12=288(LC 17). 8=288(LC 18) FORCES. (I o) -Max. Cemp./Max. Ten. -All forces 25o (Ib) or less except when shown. WEBS 2-12=-210/291, 6-8= 210/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=160mph (3-second gust) Vasd=124mph; TCDL=4.2psf; BCDL=3.Opsf; h=13ft1 B=95ft; L=48ft; eave=6ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) 0-7-7 to 5-4-10, Intedor(1) 5-4-10 to 7-10-11, Exterior(2) 7-10-11 to 12-7-14 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are 2x3 MT20 unless otherwise Indicated. 4) Gable requires continuous bottom chord bearing. 5) This truss has been designed for a 10.0 fast bottom chord live load nonconcumenl with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) 1, 7, 11, 9 except Qt=lb)12=175, 8=175. Joaquin Velez PE No.68182 MiTek USA, Inc. FL Cart 6634 6904 Parke East Blvd. Tampa FL 33818 Date: July 5,2018 O WARMara-VerNxdesleapemmetersan4READ NOTES ON THIS AND LVCLUDEDM/MEKREFERANCEPAGEM67473.. 1621342015BEFOREUSE Owlet valid for use oray Wih Milek9connaaf0M lhh design is based ody Upon paameters shown. antl Is form Individual building component, r of a truss system. scram use, the buldin9 designer must voaty the oppllcabmtyof design parameters and properly Incorporate this design Into Ina overall arachlgIndicated lslobuckling oflndivldualfuss web and/or chord members only. Additional temporary and Permanent benclrg MiTek' buldrgdeslgn.prevent Byways required for staWityarW ioprevenl collet» wAM pos�le personal ht)my and properly damage. ror n4e9 cadECSlcBeUrQetlghagrolComponent stloOrfafagnea. , erecam and txacNg of end UWi Quo' COeM, DgSe9 amp Parks 33si BN4. SIoaGHkfAyQlkVxDtmvddellaNderye 3 aom 1ru5 Plate Institute, 218 N. tee Samar. alle 312 Alexadrla, VA 22yy4. ryaa,3SO Symbols PLATE LOCATION AND ORIENTATION j 3Z4" Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. a—J For 4 x 2 orientation, locate plates 0-146' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. *Plate location details available In M1Tek 20/20 software or upon request. PLATE Sig The first dimension is the plate width measured perpendicular 4 x 4 to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings 4��no (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. IndusttyStandardz ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4.8 I dlmensions shown in sixteenths (Drawings not to scale) JOINTS ARE GENERALLYNUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERSAETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. © 2012 MiTek® All Rights Reserved W MiTek MITek Engineering Reference Sheet: Mll-7473 rev. 10/03/2016 ® General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always requlred. See BCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane atlolnt locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment In accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19%at time of fabrication. 9. Unless expressly noted, this design Is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber Is a non-structural consideration and Is the responsibility of truss fabricator. General practice is to camber for dead load deflection, 11. Plate type, size, orientation and location dimensions Indicated ore minimum plating requirements. 12, Lumber used shall be of the species antl size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is Installed unless otherwise noted. 15. Connections not shown are the responsibility of others. 16, Do not cut or alter truss member or plate without prior approval of on engineer. 17. Install and load vertically unless indicated othewlse. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria.