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OFFICE USE ONLY: a :-JDATE FILED: ti. REVISION FEE: r— LOCATION/SITE ADDRESS: PERMIT # 1 RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGU TION DIVISION 2300 VIRG NIE FORT PIERCE. + . 3 y 9R2FF2 _ APPLICATION FOR DETAILED DESCRIPTION OF PROJECT REVISIONS: 13200 NW Whea Change the side window in the loft from a 24SHE to a 24SH. 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC15 0 6 3 0 4 ST. LUCIE COUNTY CERT. #: 2 8 4 2 0 BUSINESS NAME: Standard Pacific Homes QUALIFIERS NAME: Michael T. Collins ADDRESS: 825 Coral Ridge Drive CITY: Corm Springs STATE: F1 ZIP: 33071 PHONE (DAYTIME): qF4 727 22 -0_ FAX: 954-434-8840 4. OWNER/BUILDER INFORMATION: NAME. Standard Pacific Homes ADDRESS: 825 Coral Ridge Drive CITY: Coral Scorings STATE: Fl ZIP: 33 771 y� PHONE: _ 954-23a 2290 FAX: 1 954-434-8840 5. ARCHITECT/ENGINEER INFORMATION: NAME: Walsh En ineering, Inc ADDRESS: 3200 N. Federal Hwy 1226 CITY: Rnra Rat-nn STATE: F1 ZIP: 33431 PHONE (DAYTIME): —5 63: 3672 ^ 2 3 7 FAX: 5 61- 3 62 - 7414 SLCCC: 9/23/09 Revised 04/26/2010 OFFICE USE ONLY: DATE FILED: �• 1 `f PERMIT # 7'v "/ , 03 „REVISION FEE: RECEIPT # 00 `\ �. 0 0 1 1. LOCATION/SITE ADDRESS: PLANNING & DEVELOPMENT BUILDING & CODE REGULATIO 2300 VIRGINIA AVENUI FORT PIERCE, FL 34982-5, (772)462-1553 APPLICATION FOR BUILDING PROJECT INFORMATION Riverbend 13200 NW Wheaton Lane Lot 1 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Design Changes in: Architectural, Strutural and Electrical See attached letter from Walsh Engineering for changes.. 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CGC1506304 ST. LUCIE COUNTY CERT. #: 28420 BUSINESS NAME: Standard Pacific Homes QUALIFIERS NAME: Michael T. Collins ADDRESS: 825 Coral Ridge Drive CITY: Coral Springs STATE: Fl ZIP: 33071 PHONE (DAYTIME): q54-c;-7g--7-j-A7 FAX: 954-575-7324 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: PHONE: Standard Pacific Homes 825 Coral Ridge Drive Coral Springs STATE: F1 ZIP: 33071 954-575-7337 FAX: 954-575-7324 S ARCHITECT/ENGINEER INFORMATION: NAME: Walsh Engineering, Inc ADDRESS: 3200 N. Federal Hwy #226 CITY: Rnra Ratnn STATE: Fl ZIP: 33431 PHONE (DAYTIME): .61 362 —9237 FAX: 5 61- 3 6 2 - 7414 SLCCC: 9/23/09 Revised 04/26/2010 Wakh E 791nferingg . the • " P.O. BOX sss, Boca Raton, Florida 33429 . Office (561) 362-0237 Fax: 561-36244:14 . February 11; 20.14 Standard.Pacific Homes Riv'erbend . Lot 1 Sales Model Architectural, Structural, and Electrical.Revisions The following revisions. have been made to the construction documents. Revision 4: . 1. Al - Lower ceiling height in pantry from 10'.-8" to 9'.-4" to.accorrimodate mechanical duct work.' 2.: A5 -Lower ceiling height in pantry from 10'-8" to.9'=4 3. .S 1. -. Relocate/shift f lled:cells in Garage. 4: S3/S5 - Provide holes through; concrete beams. for duct.work.. Revision 5: 1.. .A1-Revise .archway. to hallway in Casual Dining to 14" for cabinet/countertop return. 1 .A2 = Add 4":header in BOroom.3.to. offset 2'-0" block wall, in room.. 3. A2 - Remove chase in Bedroom 4 and extend shelving. . .4. Al/ANS.1/S3 - Revise Great Room window to larger window. .5. A2/M/M :- Revise wo windows in 'Bedroom.3.to double.window in center of room: . 6: A2/A3/S4 Relocate two outside windows in Great: Room•Open to. Above to match, the window:width below.. 7. A2/A4/S4 - Change window in Bedroom 3 to 14SHE. If I canbei'tleer.assistance to.you, please feel free to call.- n y,; q, �_ 4t5, j �1 frn� gip' e fie 'R.'';}'sfi P:Es r 1:': I ;� ; f 7•t 11 i `2-1 STRUCTURAL ENGINEER; P.E. #33915 - SPECIAL; INSPECTOR, S .. #0290 A 0 BURNING Stonewood Products riShowroom Outdoo Let us help you build the fireplace 42" Straight 1-n AS SEEN ON you neecl.�, 1, ,'' - Noble Hill Sq/Rec lj 4, SeE base plate on non-combusUb!e Modular Outdoor Fireplaces are foundation. ready to assemble. Just add stone Wt 2 and you are ready to go! PL-ce CLnterbacks along Why Fireplace Kits? rear of base plate and bolld smoke chamber. Our outdoor fireplaces include 2-3 feet of masonry chimney. This innovative system is easy to install and is less than half the cost of a scratch -built brick and :w mortar fireplace! Install fire brick and fireplace Is complete. CHOOSE YOUR DESIGN & WRAP WITH STONE TONEWOO Stonewood Products offers great modular outdoor µ PRODUCTS' fireplace options to enhance your outdoor living space. S i42"Sf iaight Noble _H ill-Sq/Rec L• :_ �anewood Products utdoor showroom Z"Arch , E Ledgestone Width Height Depth Fire Box Height 3811 76.5" 28.5" 29.4" Smoke Chamber Height 22.75" Opening Width 3011 Opening Height 34.5" Fire Box Depth 22.5" Veneer Surface Area 55 sq ft w 4411 84.75 28.5" 3811 5011 106.2" 28.5" 3911 22.75" 32.2 3611 42",, 34.5" 34.5" 22.5" 22.5" 65 sq ft. 75 sq fit. Width 3811 4411 15wl Height 76.5" 84.75 01 Depth 28.5" 28.5" 3811_ 22.75" Fire Box Height Smoke Chamber Height 29.4" 22.75", Opening Width 30" 36ft RIM Opening Height 34.5" 34.5" Fire 'Box Depth 22.5" 22.5" §* _TW e Veneer Surface Ar a 755 sq ft. 65 sq ft' /AFPRO'C D 0 RMSE AM REMMD E3 RF zcrED ® APPROVED AIR NOTED C6t wuims or yes onde on tlhe Awp drawings t4,a* this mview do mot ralime this Mitt actor from smpliaece with requirements of the drawings and apeeificaaions, 'Ibis dteck is only for review of *=M, ; onfermatae with the design concept of the Project and genus►j compliance with dw infortuation given in the CovAract doaunents. The ;atbcontusct+or it ns le fol confining and correlating all qunn and dimensions; selecting fabrication processes s of oonewtion; oaoldinsting his work with trades: ettd performing his werk in a satisf , er, • Ov , � �ni� gy lZM PITEW R. TRIM ,:.s3, y y t f APPROVED © REVISE AND RU=Mn O R UECTED O .APPROVE) AS NOTED F'io reR ck INSTALLATION AND SPECIFICATION Conftdoas or sommmts stile on the Ahop drawings du * this roviow do not relieve this srt►oontteaor from compliance with requirements of the drawings and ap®t:ftotiona. This shack is only for isview of yxmrml omformance with the design ooncept of the proloct and gc=al compliance with the inforruation given in the couusc. doemmm. The ad=ntractor is responsible for eool3.eice and correlating aslim des dimemions; se4wtiug fabrication proesses d achniques of oottrrracaoa4 000sdinating hia' thvt tad ail trades: and perfbrtning his work ie a: rner. LISTED MASONRY FIREPLACE SYSTEM MODEL FIRE ROCK 30, 36, 42, 48 INCH MODULAR FIREPLACES LISTED VENTLESS FIREBOX ENCLOSURE MODEL FireRock 30 VF, 36 VF, 42 VF, 48 VF ,,, FEW ii,1 U.L. 127 Compliant rui us Before installing this product please consult with local building and zoning authorities regarding the need for proper permitting. INSTALLER: LEAVE THIS MANUAL WITH THE APPLIANCE CONSUMER: RETAIN THIS MANUAL FOR FUTURE REFERENCE MANUFACTURING: 3620 AVENUE C BIRMINGHAM, AL Phones:205-639-5000 Toll -free: 1-888-876-1025 ADMINISTRATIVE PO BOX 272 BIRMINGHAM, AL 35064 Fax:205-639-5015 n� ~����/ �= � �� ����l��m����k -. Intended product Usage ................................ 1 Infield Application ..._r.---......--.3 Operating Instructions ...................................6 Fireplace Dimensions ................................. —.8 _ Foundation Installation .................................. 1D Firebox Assembly Installation ........................ 12 Smoke Chamber Assembly Installation ......... 4 ~ Framing Dimensions —.--....—.--.—....16 - Typical Sheet- Rocking ................................... 17 Multi -Floor Stacking Diagram ....................... 18 Metal Chimney Alternative ............................. 19 Bricking Flange ............................................... 2O Vent - Free Model --.----------22 Parts List with Quantities ............................... 24 Parts......................................... —'^~'^---'25 r INTENDED PRODUCT USAGE The Fire Rock fireplace is designed to burn wood, gas, or coal. This fireplace is not designed, in its wood or coal burning version, to sit directly on or abutting a combustible surface. The fireplace must be installed within the clearances found in this manual on page 5. This product is designed to work with the Fire Rock Solid Block masonry flue system or any, appropriately sized, UL — 103 compliant, metal prefabricated flue system. The metal flue system manufacturer must offer an Anchor Plate specifically designed for the purposes of attaching the metal flue to the masonry fireplace. Installation of the chimney must conform to the manufacturer's installation instructions. It is appropriate and necessary to use standard and traditional roof flashing, dampers, lintels, and support walls, where appropriate, in the installation of a Fire Rock fireplace. The use of improper parts or parts not recommended herein can be hazardous. "USE SOLID WOOD, PLUMBED PROPANE OR NATURAL GAS FUEL ONLY" GAS LOGS MUST BE LISTED BY A.N.S.I. Z21.11.2 OR A.N.S.I. Z21.60. "DO NOT USE A FIREPLACE INSERT OR OTHER PRODUCT NOT SPECIFIED FOR USE WITH A FIREPLACE WITH THE REFLECTIVE POPERTIES OF THIS PRODUCT." *** WARNING *** ANY FIREPLACE INSERT MUST BE APPROVED, IN WRITING, BY FIRE ROCK PRODUCTS, LLC. FAILURE TO HEED THIS WARNING COULD RESULT IN FAILURE OF THIS PRODUCT AND/OR THE INSERT PRODUCT. *** WARNING *** DO NOT PACK AIR SPACES WITH INSULATION OR OTHER MATERIALS ALWAYS OBTAIN NECESSARY PERMITS FROM PROPER AUTHORITIES IN LOCAL JURISDICTIONS AND COMPLY WITH ALL LOCAL BUILDING CODES WARNING: If the information in this manual (including Installation instructions) is not followed exactly, a fire or explosion may result causing property damage, personal injury, or loss of life. IMPROPER INSTALLATION Improper installation or misuse of this product can cause: 1. Failure of fireplace due to overheating 2. Combustion of materials adjacent to the fireplace 3. The emission of smoke, sparks, or hazardous gases into the house 4. Leakage of rainwater into the house 5. Cracks due to improper footings and foundations or settling (the remainder of this page intentionally left blank) IN - FIELD APPLICATION A. MIXING MORTAR FOR FIRE ROCK INSTALLATION The mortar used when installing the Fire Rock fireplace and chimney system is available from your Fire Rock dealer or distributor, the same dealer that sold you the Fire Rock system. This specially formulated mortar is low sand, polymer modified with heat resistant additives and is designed to work as a "glue" rather than a typical joint provider. This mortar must be used for your Fire Rock Warranty to be valid. It is appropriate to use a trowel or grout bag to apply the mortar to firebox and smoke chamber joints. This material is to be mixed according to the instructions on the bag and troweled directly from the mixing pail. These joints should be completely covered and the components stacked so as to result in a 1/16th to 1/8th inch joint and the excess mortar should push (ooze) out and be scraped away. Use this product as an adhesive rather than a traditional mortar, the thin coating described above (1/16th to 1/8th inches thick) will work best. Upon completion of the firebox and smoke chamber it is important to go back and "butter" all joints. This procedure involves a final smoothing, inside and out, sealing all joints and assuring a "no leak" installation. B. FIREBRICK LINING THE FIREBOX A 1 %" minimum firebrick (ASTM 1261) lining is required for an acceptable fire safety level. The same Fire Rock mortar used for the firebox and chimney may be used to affix the firebrick to the inner wall of the firebox. The firebrick may be installed one of two ways. 1) Troweled joints: The mortar may be troweled on to the face of the firebrick at a thickness of 1/16th to 1/Sth inch and stuck to the presoaked inner wall of the firebox. 2) Dipped joints: Add enough clean (suitable for drinking) water to the mixed mortar to achieve a consistency that a typical firebrick floats with roughly 40% of its mass above the surface. Too much water will reduce strength. A "brick to brick" (no mortar joints) installation will be the strongest; a mortar joint is a weak spot. The mortar will not develop its full strength until completely cured. IN — FIELD APPLICATION (cont.) C. BROKEN COMPONENTS Components that become broken due to poor handling or shipping should be mortared back together providing the breaks or cracks are clean and original alignment and dimension can be maintained. Components broken into multiple pieces or fragments must be discarded and replaced. D. HINTS a. If this is your first Fire Rock installation, it would only take a few extra minutes to "dry stack" (erect without mortar) your firebox to gain a better understanding of how the components go together. Then disassemble and erect using Fire Rock Adhesive Mortar. b. Use a level to assure all components are level and plumb as you erect your fireplace and chimney. C. Assure your baseplate is level and at a proper elevation so the finished hearth height (including firebrick lining) is correct in relationship to your finished floor height. d. Realize that this is a two man job. Some of these components are too heavy for one man to lift. e. ALWAYS INSTALL IN ACCORDANCE WITH LOCAL CODES E. GAS LINE APPLICATIONS The Fire Rock fireplace may be drilled through with an ordinary masonry drill bit to accommodate a natural gas connection. This natural gas connection may be used to 1) incorporate and automatic shut-off device and/or 2) comply with the Standard for Decorative gas appliances for installation in Vented Fireplaces, ANSI Z 21.60 or ANSI Z 21.11.2 The decorative gas appliance should be installed in accordance with the National Fuel Gas Code, ANSI Z223.1. W r IN — FIELD APPLICATION (cont.) CLEARANCE REQUIREMENTS MAY BE LOCATED ON PRODUCTS LABEL ON EACH FIREBOX LISTED MASONRY FIREPLACE SYSTEM F i re Rok k MODEL FireRock FIREPLACE 30", 36", 42", 48" COMPLIES WITH APPLICABLE REQUIREMENTS OF UL-127 WHI- SEE FIRE ROCK'S INSTALLATION AND OPERATING INSTRUCTIONS FORTHIS MODEL W/A 13350 CLEARANCES TO COMBUSTIBLES UNIT TO SIDE ENCLOSURE 1" UNIT TO BACK ENCLOSURE 1" UNIT TO FACE ENCLOSURE 1" UNIT TO CEILING JOISTS 1" OPENING TOP TO COMBUSTIBLE MANTEL 16" OPENING TO SIDEWALL 28" OPENING TO COMBUSTIBLE FACEWALL 12" MANUFACTURED BY: FIRE ROCK PRODUCTS, LLC; 3620 AVENUE C; BIRMINGHAM, AL 35064 if processed solid fuel logs are used: DO NOT USE DIRECTLY ON FIREPLACE HEARTH. ALWAYS USE GRATE OR ANDIRONS DO NOT POKE OR STIR THE LOGS WHILE THEY ARE BURNING, USE ONLY FIRELOG PRODUCTS WITH WARNINGS AND CAUTION MARKINGS ON PACKAGING PRIOR TO USE *** CAUTION *** WHEN USING A DECORATIVE APPLIANCE, THE FIREPLACE DAMPER MUST BE SET IN THE FULLY OPEN POSITION I w OPERATING INSTRUCTIONS This Section of the manual is to help you get maximum efficiency and maximum smoke (particulate) reduction from your Fire Rock fireplace. If you should experience any difficulty or have any questions concerning your'fireplace contact your dealer/distributor or the Technical Desk at Fire Rock Products, I.I.C. The manufacturer's recommendation for peak performance is to burn seasoned hardwood (wood that has been cut and dry for 6 —12 months) and place wood from side to side in the firebox. The manufacturer recommends a log grate be used in your fireplace for maximum performance. The use•of andirons is acceptable. Building a fire for maximum efficiency: Because these fireplaces burn wood and extract heat so efficiently a large fire will not only waste energy it usually will result in the home being too warm for individual comfort. THE FOLLOWING GUIDE WILL SERVE AS A GUIDE FOR OPERATING YOUR FIREPLACE Building A fire without a log lighter: 1) Open the damper by pushing the damper handle up toward the top of the fireplace. The damper handle is located in the top center of the firebox and extends down into the firebox. 2) Twist 4— 5 pieces of non -colored newspaper in a roll and place on the floor or grate of the firebox 3) Lay several pieces of kindling on top of the newspaper 4) Place 3 or 4 pieces of firewood on top of the kindling 5) Light the newspaper Building a fire with a log lighter 1) Open the damper as explained above 2) Lay several pieces of kindling across the log grate or andirons 3) Place 3 — 4 pieces of firewood on top of the kindling 4) A key near the front of the fireplace or on the hearth controls the gas to the log lighter. Turn the key on and light the log lighter with a long fireplace match. Once the logs are burning well, turn the log lighter off. OPERATING INSTRUCTIONS (cont.) Disposal of Ashes Ashes should be placed in a metal container with a tight fitting lid. The closed container of ashes should be placed on a noncombustible floor or on the ground well away from all combustible materials, pending final disposal. If the ashes are disposed of by burial in soil or otherwise locally dispersed, they should be retained in the closed container until all cinders have thoroughly cooled. Creosote Removal and Need for Removal When wood is burned slowly, it produces tar and other organic vapors that combine with expelled moisture to form creosote. The creosote vapors condense during the cooling experienced while combustion by-products ascend up the chimney. This condensed creosote accumulates on the flue lining. When ignited, this creosote makes an extremely hot fire. The chimney should be inspected each year prior to the heating season to determine if creosote build-up has occurred. If a significant layer of creosote has accumulated (i/E`h inch or more) it should be removed to reduce the risk of chimney fire. The use of grates and/or andirons is recommended, not required, in Fire Rock fireplaces. *** CAUTION *** KEEP THE FRONT OF THE FIREPLACE CLEAR OF ALL COMBUSTIBLE MATERIALS NEVER USE GASOLINE, GASOLINE TYPE LANTERN FUEL, KEROSENE CHARCOAL LIGHTER FLUID, OR SIMILAR LIQUIDS TO START OR "FRESHEN UP" A FIRE IN THIS FIREPLACE. KEEP ALL SUCH LIQUIDS WELL AWAY FROM THE FIREPLACE WHILE IT IS IN USE. IF PROCESSED SOLID FUEL LOGS ARE USED: DO NOT POKE OR STIR THE LOGS WHILE THEY ARE BURNING. USE ONLY FIRE LOGS THAT HAVE BEEN EVALUATED FOR THE APPLICATION IN FIREPLACE AND REFER TO FIRE LOG WARNINGS AND CAUTION MARKINGS ON PACKAGING PRIOR TO USE KEEP THESE INSTRUCTIONS FOR FUTURE USE '36" 2" 14 4e- OvgpALZwooTH or 44- 151Y -'W CIVERAL4DEP7H 2BW 26 "v 0 "r n "T C FIFEWX HEIGHT 35. w 38' 3w D SIACKE CHA AlBER I-IFJGHT 23' 32 w 32W *r OPENING%VIDTH' 12%' aS 16' 44 'A 60 }V F opr=NIW I4Er4-IT' :9. � 24' w :w ViMTP AT CHLMN111Y MSF 20" zir V 3T rikeaox DeprH 22-T'." 221V 22 IV 22 W j Firteeox worH AT REAR 22' 29' 34, 4rr 11)NIMUNI FRAMING WIDTH 40, 4ii sr W, HEADER 48, 46 4w 48" FTH 29 k� 29 'Bufure fire brick linbg 3611 42.1.1 48" STEP ONE - FOUNDATION ***NOTE*** When used as an unvented gas appliance enclosure (page 21-22) no special foundation requirements apply. The Fire Rock fireplace must be erected on a non-combustible base with a non- combustible 24" hearth extension in front of the firebox opening and at least 8" on either side of the firebox opening. A concrete slab installation can be achieved with or without the Fire Rock firebox baseplate. In order to achieve the correct finished hearth height, you may elect to chalk line the outer dimensions and erect the side blocks directly on the slab. ***NOTE*** If an outside air kit is to be used in your installation, the cuts must be made in the side block before installation. Local codes must be followed and supersede this manual. FOUNDATION (cont.) The non-combustible base is best made from a 67 concrete slab poured on top of corrugated metal suspended over concrete block (erected steel may be substituted). Once this decking is completed it is again up to you whether you use the Fire Rock base plate or not. ***Framing Consideration*** A rough .opening in 'the floor system for a single box installation would be 72" wide and 54" deep. STEP TWO — FIREBOX. ASSEMBLY. The base plate must be placed. on .a level non-combustible surface.. It is very important -that your base plate be square to the room, properly centered and level. In the event you opt not to use. the base plate carefully chalk lines, where the base plate would be to assure proper placement of your firebox. Sides and backs are next. Place a bead of mortar at least one inch thick where each.edge of each component will lie. or butt . up against. another component. Use your level to assure level and plumb placement of each component. You will begin by placing a sideblock on the baseplate at the side where you wish to begin. After placing a sideblock you will place the corresponding cornerback. Please be sure all surfaces are plumb and level and firebox position is correct. Butter.all joints inside and out.- * * * Installation Hint *** With the firebox complete and the smoke. chamber not started you now have, the easiest access to the lining of the firebox. You may want to take this opportunity to line the firebox with firebrick. *** NOTE *** If you.are erecting an unvented firebox enclosure, please skip to page 21. STEP.THREE- SMOKE. CHAMBER Apiece of 2" x 2" x'/a" angle_ steel has been provided with, your Fire Rock fireplace kit and: should be installed across the top of the firebox opening. (angle .._up .for maximum firebox opening; angle down for additional "smoke lip") SETTING THE DAMPER Upon setting the 4 throat components a recess is formed for the purpose of locating the damper. DO NOT MORTAR THE DAMPER Each fireplace. uses a different size damper 30" Firebox 24" damper 36" Firebox 30" damper 42" Firebox 36" damper 48" Firebox 42" damper The smoke chamber components can only be positioned.one way.. The fronts and backs are identical above the damper. Be sure to check for and maintain plumb and level installation of these .components. "Butter" all joints to give a smooth appearance and to assure a leak free joint. FIREBOX / SMOKE CHAMBER COMPLETION The final component of the smoke chamber is the part that transitions from smoke, chamber. -to chimney. Place a large bead. of mortar before placing this final component and be sure it is level front to back and side to side. The 15" flue hole should be positioned toward. the back of the smoke chamber. "Butter" all joints.to assure a no leak seal.. CHIMNEY INSTALLATION Fire Rock "Solid Block Chimney" maybe `installed from this point, being surel enough mortar is used between ..each chimney block component that a no leak joint is created. Metal. chimney may be used, as well, please refer "Metal Chimney . Installation" page. FRAMING DIMENSIONS FIRE BOX SIZE 30 36 42 48 A 48 48 48 48 B 29115 29 us 29 1155 29 vs C 40 46 52 58 TYPICAL GYPSUM BOARD APPLICATION 11 FIELD MODIFICATION CHIMNEY THE CHIMNEY HAS BEEN. TESTED AN APPROVED FOR "ZERO CLEARANCE' FRAMING. A FIRESTOP IS NOT REAL UNLESS THE CLEARANCE IS GREATER 112 INCH. CHIMNEY STACK THE CHIMNEY SHALL BE STACKED LEVEL POSITION USING THE CHII NESTING FEATURES. THE INSIDE FAC THE CHIMNEY .SHOULD BE 'BUTTERED" TO ASSURE A NO -LEAK SEAL 6" REINFORCED CONCRETE PAD WITH #4 REBAR AT S" ON CENTER EACH WAY B' @ 30" ANGLE MAXIMUM HORIZONTAL OFFSETS ARE TO BE SUPPORTED BY BLOCK OR STEEL REINFORCED CONCRETE FOOTING WITH #4 REBAR AT 12" ON CENTER EACH WAY. I� I� I� I® ie�ll� Lei iei ��e ieiiei � �e� ieisei CHIMNEY CHASE ABOVE ROOFLINE CAN BE ADDED THE SAME AS BELOW THE ROOFLINE. ROOFLINE 1" CLEARANCE REQUIRED AT JOISTS ABOVE FIREBOX IF APPLICABLE. + • NOTE; WOOD CHASE MAY' BE BUILT AROUND ��.ROUNDTOP -EXPOSED. FOR AESTHETIC EFFECT.. STORMCOUAR FL45NNG ' ATTICINSULATIONSHIELD j;,-IINTERIORRESUPPORTWITHIN) METAL CHIMNEY INSTALLATION, FIRE STOKWALL SPACER 16, MAXIMUM OFFSET. ' An metal chimney that carries a Y Y LENGTH Au0W°�ES°`" INSULATED ELBOW/OFFSET TYPICAL U.L.103 compliance designation may be used with your Fire'Rock fireplace MAX and chimney system. A conversion adaptor must be. L«IUNG BANDOR SCREWS(TYPICAL) available from the metal chimney manufacturer and all necessary components including, but. not CHIMNEY PIPE ffPICALI limited to, o fife stops,- wall spacers, , FINISH SUPPORTOR L' CEILING SUPPORT and insulating parts must be utilized as required by the manufacturer. :. ANCHORPLATE All local building codes must be adhered to as well. 0 Bricking Flange The Fire Rock Bricking Flange is a component that allows a true brick or stone veneer above the roofline. Most local building codes do not allow masonry to be supported . by combustible material. Our bricking flange is designed to carry the weight . of a brick or stone veneer only where you see, it. This bricking flange is installed in the chimney stack approximately 12"' below the low side of the roof penetration. . The bricking flange is* cast with a male and female nesting mechanism to assure a no leak seal. FLASHING. FOR THE BLOCK CHIMNEY SHOULD BE DONE BY A QUALIFIED ROOFER: CHIMNEY SHALL BE TERMINATED AT A POINT :2 FEET ABOVE 10 FEET HORIZONTAL FROM NEAREST ROOFLINE: VENTLESS FIREBOX ENCLOSURES For GAS DECORATIVE TYPE UNVENTED ROOM HEATERS This page and the page immediately following in this manual provide information regarding the Ventless Firebox Enclosures for Gas Decorative Type Unvented Room Heaters as provided for -in U.S. Test Standard IAS 2-97. Any installation of this Fire Rock product must conform with local codes or in the absence of local codes; with the National Fuel Gas Code, ANSI Z 223.1 (NFPA 54) Testing provided by: FOR USE ONLY WITH DECORATIVE TYPE UNVENTED ROOM HEATERS DO NOT BUILD A WOOD FIRE Carefully review the instructions supplied with The decorative type unvented room heater for the minimum fireplace requirement. DO NOT INSTALL THE APPLIANCE IN THIS'FIREBOX UNLESS THIS FIREBOX MEETS THE MINIMUM DIMENSIONS REQUIRED WARNING: If the information in this manual is not followed exactly, a fire or explosion may result causing property damage, personal injury, or loss of life. PLEASE REMEMBER: i. When the enclosure is yo be installed' on carpeting, tile, or other combustible material other than wood flooring, the.enclosure shall be installed on a metal or wood panel extending the full width and depth of the enclosure. 2. This product, when coupled with a correct unvented gas appliance,. requires combustion air as well as ventilation. Be sure to have adequate combustion aid ventilation air. 3. If replacement parts are needed please contact the manufacturer of the appliance. CLEARANCES TO COMBUSTIBLES The Fire Rock Vent -free firebox must be installed with the following clearances to combustibles: Unit to floor 0 in. Unit to.side framing 0 in. Unit to backwall 0 in. Unit top at rear to framing 0 in. Unit top at front to framing 3.5 in. Unit opening to ceiling or mantle 12 in. Unit opening to adjacent wall 6 in. The front surface at' the bottom and sides must be covered with non-combustible material: The front surface at the top must be covered with non-combustible material that extends three (8) inches above the top of the structure. Any header above the top at the front of the unit must be non-combustible material. lu 0 1 1 1 1 1 1 s 1 1 1 1 1 1 VENT -FREE VERSION The Fire Rock fireplace look can also be achieved with a vent -free model. The vent -free firebox assembles the same way as the traditional model. The vent -free enclosure is available in 30", 36", 42" and 48" firebox openings. *** CAUTION *** THIS PRODUCT MUST BE COMBINED WITH AN A.N.S.I. APPROVED VENT -FREE GAS LOG APPLIANCE. PLEASE CONSULT WITH YOUR GAS LOG DEALER TO BE SURE YOUR GAS LOG APPLIANCE IS DESIGNATED FOR "VENTFREE" OPERATION. Firebox Backwall — 4 �.P. KCOVaa1 I ati �Y Throat Back L B .r i T t mom-; 1 0 Radius Throat Front Throat Side aa�:aa�a ca Smoke Chamber Face IMI�Mml Chimney Base LI r�}a ---------------------- r} EONS OEk ON T I�r I ON• {RO4AT oRaEY9fr. pY• LV, p+. pV• UVn e l!. Smoke Chamber Side Chimney O O o OnY Planning &Development Services DepartmentAllI Building & Code Regulations Division 3 2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 462-1553 opy Certification for Design Load Compliance Project Name: �&Ad &fJ T & 'c C. 4 " —9t J W btirJ Project Address: 13Z� N l.� (� hCt, i'�n In • S+. Gv �i Cbu nh, {_ 1. 3 y 9 y0 Permit #: (So?- Occupancy Type: ' 3 Construction Type:y B INSTRUCTIONS FOR USE: This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida jd.,n Code 2010 Edition with 20 Supplements using ASCE 7-10 2. Structure Designed as (check one): ,Enclosed _Partially Enclosed _Open 3. Risk Category: _I .b II _III IV Exposure Category: B LC D 4. Design Wind Velocity 110 mph ASD AD LRFD End Zone Width: %�"b `ft 5. Mean Roof Height Z 5 1—(0 ft Roof Pitch: _:12 Parapet: AL__ 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1: 3% v Zone 2: "673 Zone 3: ' 100. 3 Zone 4r` V y,'3 Zone 5: —53• Z Garage: — yb' 7. Design Loads: Floor: Moh0 PSF Roof/Dead: s��0 PSF Roof/Live: "0/10 Balcony: PSF Dock: PSF Deck: PSF Stairs: yU PSF Fence: PSF Railings: PSF 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? _Yes Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: Z 500 PSF Soil Test Reports Submitted?� Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply withj4q%gp,9ljFpble structural portions of the building codes currently adopted and enforced by St. Lucie Count®�rrIfyykj¢%rp®ctural elements depicted on these plans provide adequate resistance to the design forc d ®O S-itOktr� 1Z- w�lSl� ~ o •• 3 5 •: � Print Name Cert # & Co. Cert Auth. M T� �F h Si� be'•' Ft� @J •�V 3zoo F-sotru1 Hwy nt -z7k le'('(. UICIA ''�®a®'t`�. • ••••• .0 8 202ompany Name& Address SLCCDV Fo1#JQ?PzMB--9 ed 3/15/12 (JS) 130ct-03 k. t Planning & Development Services Department 7-9 Building & Regulations Division Product Review Affidavit Building Permit # �30 q, 0 3210 Owners Name standard Pacific Homes Applicant: Product Opening Design Pressures Product Rated Des! n Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows fgZ•.5 -57. S f 86 6 OIT - mot ! 00 Ft ' 11- 1013.Iy J� "'TL,)AGGVI S ev N v A Mullions T (nr Fl - 11 "d 1 Z -6 Fixed Glass ky3.q/ y?.S •i'$0 -$D T(nT -70( F1-13-65OZ•03 a c6n1 P-IC-/ NOA Block Glass Skylights Sliding Glass Doors Swing Type Doors "o.b - 3.� 4-5a/-55 'ihttma (v fm#olk51-,! Ft Iyi6s. W voJ SG(rf-, French Doors f U.0 Y3•G iSO 'SS fhetmG,Try •SModU54-tw, FL- IMS. -rQ Lc,,v ' ,V G Garage Doors FyU•Y '36-1 Am&rr SOD ::I:- GJ ood SC({ws Hurricane Protection Roof Ventilation Roofing Material �u D Af/� ,v p-a�4� C l �� °�b1. E� S Fc.-�y�3 3 ' $CAS 2. � �., i2 ` .�,eFp°�teaacll�acea`®�. I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adeq,#Wes o a a�se. te wind loads and forces specified by current code provisions. ®Q e t.®C� ° Name: Signature: s Design Prof: St- PhIA T - WtJtk Cert° No. Date: �'� ® ��f OF `P Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Standard Pacific Homes Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows Mullions Fixed Glass Block Glass Skylights Sliding Glass Doors Swing Type Doors French Doors Garage Doors Hurricane Protection Roof Ventilation Roofing Material -y1.o N)A �G9�� hbl• eaglC FC7Y�3-Z3 t ►� 2= ZlZ R. I have reviewed the above components or cladding and I have approved their use in this structure. These prod We adegat`e�r�S°fto.ti% " wind loads and forces specified by current code provisions., m ® Name: -f+gktn -?-- we yt, Signature: NOV 0 8 2013 E Design Prof: -5� Ce h lr '� - W cG k f L, Cert. No. Date: op FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method _ Project Name: Fairfield 6511 Sales Office Builder Name: Standard Pacific Homes - - Street: 3 ZCV AW OKe-C-b'' 1� �--� Permit Office: Port St Lucie Lap-- City, State, Zip: Pd rt St Lucie , FL , Permit Number: Owner: Standard Pacific Homes Jurisdiction: 661200 Design Location: FL, Fort Pierce �r ' 1 L 1. New construction or existing New (From Plans) 9. Wall Types (4872.4 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 4637.60 ft2 2. Single family or multiple family Single-family b. Frame - Wood, Adjacent R=11.0 234.74 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types (3303.0 sqft.) Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 3303.00 ft2 6. Conditioned floor area above grade (ft2) 4767 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(622.5 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: AC 1 First Floor 6 300 a. U-Factor: Sgl, U=0.60 379.31 ft2 b. Sup: Attic, Ret: AC 2 Second Floor, AH: AC 2 Se 6 150 SHGC: SHGC=0.31 12. Cooling systems kBEfficiency b. U-Factor: Sgl, U=0.40 175.23 ft2 47.5 a. Central Unit 7.5 SEER:15.00 SHGC: SHGC=0.31 b. Central Unit 28.8 SEER:15.20 c. U-Factor: Sgl, U=0.77 68.00 ft2 SHGC: SHGC=0.22 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 45.5 HSPF:8.50 SHGC: b. Electric Heat Pump 28.2 HSPF:8.50 Area Weighted Average Overhang Depth: 2.966 ft. Area Weighted Average SHGC: 0.300 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (3303.0 sqft.) Insulation Area EF: 0.920 a. Slab -On -Grade Edge Insulation R=0.0 3303.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Total Proposed Modified Loads: 54.13 PASS Glass/Floor Area: 0.131 Total Standard Reference Loads: 90.43 1 hereby certify that the plans and specifications covered by Review of the plans and O��HE SrATA this calculation are in compliance with the Florida Energy specifications covered by this Digitally signed by Chris Wildroudt Code. Chrisk DN: Wildroudt, c=US, � I c calculation indicates compliance i�, ' "'s ' ,.,�e with the Florida Energy Code. rr+iu"�,. a n. ;: , 00 _ I cn=Chds 1 `7 PREPARED BY: N,g-En ineered Air, LLC, ou=New :. - g ng Before construction is completed a t7 - DATE: I email=chdsw(&engineeredairllc.cam Date: 2013.11.01 15:10:16 -04'00' this building will be inspected for O i Y compliance with Section 553.908 * it I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy C D WE OWNER/AGENT: BUILDING OFFICIAL: DATE: I I DATE: - Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as - certified factory -sealed in accordance with 403.2.2.1.1. - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 11/1/2013 2:05 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Fairfield 6511 Sales Office Bedrooms: 5 Address Type: Street Address s Building Type: User Conditioned Area: 4767 Lot # •" Owner: Standard Pacific Homes Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: Yes PlatBook: Builder Name: Standard Pacific Homes Rotate Angle: 180 Street: Permit Office: Port St Lucie Cross Ventilation: County: St. Lucie Jurisdiction: 661200 Whole House Fan: City, State, Zip: Port St Lucie , Family Type: Single-family FL, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90 70 75 722 62 Low BLOCKS Number Name Area Volume 1 Block1 3303 35243 2 Block2 1464 13659.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 AC 1 First Floor 3303 35243 Yes 7 2 1 Yes Yes Yes 2 AC 2 Second Floor 1464 13659.1 No 3 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio AC 1 First Floor 294 ft 0 3303 ft2 --- 0 0 1 ROOF / Roof Gable Roof Solar Absor. SA Tested Emitt Emitt Deck Pitch Tested Insul. (deg) v # Type Materials Area Area Color 1 Hip Flat tile/slate 3826 ft2 0 ft2 Medium 0.6 No 0.9 No 1 30.3 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC c 1 Full attic Vented 300 3303 ft2 N N 11/1/2013 2:05 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING r # Ceiling Type Space R-Value Area Framing Frac Truss Type s+ 1 Under Attic (Vented) AC 1 First Floor 30 1839 ft2 0.11 Wood 2 Under Attic (Vented) AC 2 Second Flo 30 1464 ft2 0.11 'Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below 0 Space 1 E=>W Exterior Concrete Block - Int InsiMC 1 First Flo 4.1 54 0 10.67 0 576.2 ft2 0.4 0 0.4 0 _ 2 N=>S Exterior Concrete Block - Int InsWIC 1 First Flo 4.1 70 0 10.67 0 746.9 ft2 0.4 0 0.4 0 _ _ 3 W=>E Exterior Concrete Block - Int InsAC 1 First Flo 4.1 46 0 10.67 0 490.8 111:2 0.4 0 0.4 0 4 W=>E Exterior Concrete Block - Int InsWIC 1 First Flo 4.1 19 0 10.67 0 202.7 ft2 0.4 0 0.4 0 _ _ 5 S=>N Exterior Concrete Block - Int InshIC 1 First Flo 4.1 70 0 10.67 0 746.9 ft2 0.4 0 0.4 0 6 S=>N Exterior Concrete Block - Int Ins6NC 1 First Flo 4.1 13 0 10.67 0 138.7 ft2 0.4 0 0.4 0 _ 7 E=>W Garage Frame - Wood AC 1 First Flo 11 10.5 0 10.67 0 112.0 ft2 0.4 0.4 0 8 S=>N Garage Frame - Wood AC 1 First Flo 11 11.5 0 10.67 0 122.7 ft2 0.4 0.4 0 _ 9 E=>W Exterior Concrete Block - Int Insi1C 2 Second 4.1 52 0 9.33 0 485.2 ft2 0.4 0 0.4 0 10 S=>N Exterior Concrete Block - Int Ins61C 2 Second 4.1 41 0 9.33 0 382.5 ft2 0.4 0 0.4 0 _ _ 11 W=>E Exterior Concrete Block - Int InsAC 2 Second 4.1 52 0 9.33 0 485.2 ft2 0.4 0 0.4 0 12 N=>S Exterior Concrete Block - Int InsiNC 2 Second 4.1 41 0 9.33 0 382.5 ft2 0.4 0 0.4 0 DOORS # Omt Door Type Space Storms U-Value Ft Width In Ft eightln Area 1 E=>W Wood AC 1 First Flo None .46 2.7 8 21.4 ft2 2 S=>N Wood AC 1 First Flo None .46 2.7 8 21.4 ft2 WINDOWS Orientation shown is the entered orientation => changed to Worst Case. Wall Overhang # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screenin 1 E=>W 1 Metal Single (Tinted) Yes 0.6 0.31 32.3 ft2 2 ft 0 in 12 ft 0 in None None 2 E=>W 1 Metal Single (Tinted) Yes 0.4 0.31 12.3 ft2 2 ft 0 in 10 ft 0 in None None 3 N=>S 2 Metal Single (Tinted) Yes 0.6 0.31 22.7 ft2 2 ft 0 in 12 ft 0 in None None 4 N=>S 2 Metal Single (Tinted) Yes 0.4 0.31 23.2 ft2 2 ft 0 in 12 ft 0 in None None 5 N=>S 2 Metal Single (Tinted) Yes 0.4 0.31 8.0 ft2 2 ft 0 in 2 ft 0 in None None 6 W=>E 3 Metal Single (Tinted) Yes 0.6 0.31 48.5 ft2 2 ft 0 in 12 ft 0 in None None • 7 W=>E 3 Metal Single (Tinted) Yes 0.6 0.31 27.3 ft2 2 ft 0 in 2 ft 0 in None None 8 W=>E 3 Metal Single (Tinted) Yes 0.4 0.31 28.1 ft2 2 ft 0 in 2 ft 0 in None None 9 W=>E 3 Metal Single (Tinted) Yes 0.77 0.22 20.0 ft2 2 ft 0 in 2 ft 0 in None None 10 W=>E 3 Metal Single (Tinted) Yes 0.4 0.31 9.2 ft2 2 ft 0 in 2 ft 0 in None None ' 11 W=>E 4 Metal Single (Tinted) Yes 0.6 0.31 39.0 ft2 10 ft 0 in 2 ft 0 in None None 12 W=>E 4 Metal Single (Tinted) Yes 0.4 0.31 28.1 ft2 10 ft 0 in 2 ft 0 in None None 13 S=>N 5 Metal Single (Tinted) Yes 0.6 0.31 16.2 ft2 2 ft 0 in 2 ft 0 in None None 14 S=>N 6 Metal Single (Tinted) Yes 0.6 0.31 16.2 ft2 6 ft 0 in 2 ft 0 in None None _ 15 E=>W 1 Metal Single (Tinted) Yes 0.6 0.31 16.2 ft2 2 ft 0 in 2 ft 0 in None None 16 E=>W 1 Metal Single (Tinted) Yes 0.77 0.22 48.0 ft2 2 ft 0 in 2 ft 0 in None None 11/1/2013 2:05 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered orientation => changed to Worst Case. / Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 17 E=>W 9 Metal Single (Tinted) Yes 0.4 0.31 8.0 ft' 2 ft 0 in 2 ft 0 in None None 18 E=>W 9 Metal Single (Tinted) Yes 0.6 0.31 58.5 ft' 2 ft 0 in 2 ft 0 in None None 19 S=>N 10 Metal Single (Tinted) Yes 0.4 0.31 4.0 ftZ 2 ft 0 in 2 ft 0 in None None 20 S=>N 10 Metal Single (Tinted) Yes 0.6 0.31 14.6 ft' 2 ft 0 in 2 ft 0 in None None 21 W=>E 11 Metal Single (Tinted) Yes 0.4 0.31 44.3 ft2 2 ft 0 in 2 ft 0 in None None 22 W=>E 11 Metal Single (Tinted) Yes 0.6 0.31 58.5 ft' 2 ft 0 in 2 ft 0 in None None 23 N=>S 12 Metal Single (Tinted) Yes 0.4 0.31 6.0 ft2 2 ft 0 in 2 ft 0 in None None 24 N=>S 12 Metal Single (Tinted) Yes 0.6 0.31 29.3 ft' 2 ft 0 in 2 ft 0 in None None 25 N=>S 12 Metal Single (Tinted) Yes 0.4 0.31 4.0 ft2 2 ft 0 in 2 ft 0 in None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 136 ft2 136 ft2 20 ft loft 4.1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess .0003 3751.2 205.93 387.29 .2696 4.6025 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF: 8.5 45.5 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF: 8.5 28.2 kBtu/hr 2 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15 47.5 kBtu/hr 1425 cfm 0.75 1 sys#1 2 Central Unit None SEER: 15.2 28.8 kBtu/hr 864 cfm 0.75 2 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None AC 1 First Floo0.92 50 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model # Area Volume FEF None None ft' 11 /1/2013 2:05 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 DUCTS ---- Supply --- --- Return-- Air CFM 25 CFM25 HVAC # # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool d ` 1 Attic 6 300 ft2 Attic 75 ft2 Default Leakage AC 1 First F (Default) (Default) 1 1 2 Attic 6 150 ft2 AC 2 Second 10 ft2 Default Leakage AC 2 Secon (Default) (Default) 2 2 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling [ [ ] Jan [[ ]] Feb ] Jan [X] Feb Mar � Mar [ ] [ ] Apr[ ]May Apr [ ] May Jun riJul Jun Jul rl Au Au rl Se Sep rl [ ] Oct [ ] Oct [ ] Nov [Nov [ ] Dec [X] Dec Ventingg Ventin [ ]1 Jan [[ ]] Feb X Mar [X] A r [ ] Ma Jun Jul Aug Se [X] Oct [X] Nov [ ]Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) PAM M 78 8 78 78 78 8 78 78 78 78 78 78 78 78 78 78 78 78 78 8 7 78 78 Heating (WD) AM PM 66 68 66 68 66 68 66 68 66 68 68 68 68 68 68 68 68 68 68 68 68 66 68 66 Heating (WEH) AM PM 68 68 68 68 68 68 68 68 68 68 66 68 66 11/1/2013 2:05 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist .� Florida Department of Business and Professional Regulation +i Residential Whole Building Performance Method ADDRESS: PERMIT #: Port St Lucie, FL, MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating controls and cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental / electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special f equipment occasion cooling or heating capacity requires separate.system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 11/1/2013 2:05 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 60 ; Index the more efficient the home. r The lower the EnergyPerformance , Port St Lucie, FL, 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 4637.60 ft2 b. Frame - Wood, Adjacent R=11.0 234.74 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? Yes a. Under Attic (Vented) R=30.0 3303.00 ft2 6. Conditioned floor area (ft2) 4767 b. N/A R= ft2 c. N/A R= ft2 7. Windows- Description Area 11. Ducts R ft2 a. U-Factor: Sgl, U=0.60 379.31 ft2 a. Sup: Attic, Ret: Attic, AH: AC 1 First Floor 6 300 SHGC: SHGC=0.31 b. Sup: Attic, Ret: AC 2 Second Floor, AH: AC 2 Se 6 150 b. U-Factor: Sgl, U=0.40 175.23 ft2 SHGC: SHGC=0.31 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Sgl, U=0.77 68.00 ft2 a. Central Unit 47.5 SEER:15.00 SHGC: SHGC=0.22 b. Central Unit 28.8 SEER:15.20 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 45.5 HSPF:8.50 Area Weighted Average Overhang Depth: 2.966 ft. b. Electric Heat Pump 28.2 HSPF:8.50 Area Weighted Average SHGC: 0.300 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 3303.00 ft2 a. Electric EF: 0.92 b. N/A R= ft2 c. N/A R= ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction 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 pliant features. Builder Signature: Cp?,;I-- Date: / t /3 it Address of New Home: I Q()L) !4yJ Kb&& J,,&Q City/FL Zip:, 3 4,5-11 & F *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. Contact the EnergyGauge Hotline at (321) 638-1492 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 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Fairfield Model HVAC Load Calculations for Standard Pacific Homes Prepared By: Greg Bolinsky Engineered Air LLC 2520 N Andrews Ave Ext Pompano Beach, FL 33064 954 974-7277 Friday, November 01, 2013 Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac - Residential & Light Commercial HVAC Loads ' Elite Software Development, Inc. Engineered Air, LLC ®. Fairfield Model` Pa e 2 Pompano Beach FL 33064 Project Report General Project lnformation- ` Project Title: Fairfield Model Designed By: Greg Bolinsky Project Date: Friday, November 1, 2013 Client Name: Standard Pacific Homes Company Name: Engineered Air LLC Company Representative: Greg Bolinsky Company Address: 2520 N Andrews Ave Ext Company City: Pompano Beach, FL 33064 Company Phone: 954 974-7277 Company Fax: 954 973-1883 Company E-Mail Address: gregb@engineeredairlic.com Design Data,' . Reference City: Fort Pierce, Florida Building Orientation: House faces East Daily Temperature Range: Medium Latitude: 27 Degrees Elevation: 25 ft. Altitude Factor: 0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 42 39.4 n/a n/a 70 n/a Summer: 90 78 59% 50% 75 61 Check Figures Y Total Building Supply CFM: 2,213 CFM Per Square ft.: 0.464 Square ft. of Room Area: 4,767 Square ft. Per Ton: 861 Volume (ft') of Cond. Space: 48,902 Building Loads . °. 71 Total Heating Required Including Ventilation Air: 51,422 Btuh 51.422 MBH Total Sensible Gain: 48,636 Btuh 73 % Total Latent Gain: 17,835 Btuh 27 % Total Cooling Required Including Ventilation Air: 66,471 Btuh 5.54 Tons (Based On Sensible + Latent) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. �A S:\...\Stan Pac RB Fairfield 6511 sales office.rh9 Friday, November 01, 2013, 1:56 PM Rhvac - Residential & Light Commercial HVAC Loads Elite Software D"evelop`ment, Inc ngineered Air,'LI_C Fairfield Mode 'ompano Beach FL 33064 ' Total Building Summary Loads Component. .. U .. ,. : ;,.Area.. Pen : Lat.. � „- Sen :, Total Descri tion Quah �, ,. Loss Gain .._ _, .dGain ., Galin Lo-E operable: Glazing-Low-E Operable Glass, u-value 379.3 6,380 0 11,519 11,519 0.6, SHGC 0.31 Lo-E Fixed Glass: Glazing -Low E Fixed Glass, u-value 175.2 1,963 0 4,566 4,566 0.4, SHGC 0.31 Lo-E French Door: Glazing-Low-E French Door, u-value 68 1,465 0 2,224 2,224 0.77, SHGC 0.22 11 D: Door -Wood - Solid Core 42.7 250 0 250 250 13A-4ocs: Wall -Block, board insulation only, R-4 board 4015.1 16,076 0 8,786 8,786 insulation, open core, siding finish 12B-Osw: Part -Frame, R-11 insulation in 2 x 4 stud 192 279 0 279 279 cavity, no board insulation, siding finish, wood studs 16D-30: Roof/Ceiling-Under Attic with Insulation on Attic 3303.5 2,960 0 3,171 3,171 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30 insulation 22A-pl: Floor -Slab on grade, No edge insulation, no 294 8,141 0 0 0 insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: 37,514 0 30,795 30,795 People: 10 3,000 2,800 5,800 Equipment: 5,200 4,000 9,200 Lighting: 525 1,790 1,790 Ductwork: 4,628 3,208 4,377 7,585 Infiltration: Winter CFM: 302, Summer CFM: 155 9,280 6,427 2,553 8,980 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 2,321 2,321 Total Building Load Totals: 51,422 17,835 48,636 66,471 Check Figures Total Building Supply CFM: 2,213 CFM Per Square ft.: 0.464 Square ft. of Room Area: 4,767 Square ft. Per Ton: 861 Volume (ft') of Cond. Space: 48,902 Building Loads ., Total Heating Required Including Ventilation Air: 51,422 Btuh 51.422 MBH Total Sensible Gain: 48,636 Btuh 73 % Total Latent Gain: 17,835 Btuh 27 % Total Cooling Required Including Ventilation Air: 66,471 Btuh 5.54 Tons (Based On Sensible + Latent) Notes , Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Pill S:\ ...\Stan Pac RB Fairfield 6511 sales office.rh9 Friday, November 01, 2013, 1:56 PM Fcnvac - 9xCJIUUM101 a a lum w............... .-...----- Engineered Air, LLG Fairfield Model. Pompano Beach FL 33064 Page 4 System 1 Room Load Summary Htg Min , Run - Run Clg Clg Min Act Room Area : Sens Htg Duct Duct Sens Lat. Clg Sys No Name SF Btuh CFM Size Vel Btuh Btuh ` CFM CFM ---Zone 1--- 1 AC 1 - First Floor 3,303 36,708 477 13-6 547 30,672 9,732 1,395 1,395 & Sales Office Duct Latent 963 System 1 total 3,303 36,708 _ 477 30,672 10,695 1,395 1,395 System 1 Main Trunk Size: 12x20 in. Velocity: 837 ft./min Loss per 100 ft.: 0.093 in.wg Cooling System Summary Cooling Sensible/Latent, Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 3.45 74% / 26% 30,672 10,695 41,367 Actual: 3.96 75% / 25% 35,625 11,875 47,500 Type: Model: Indoor Model: Brand: Description: Efficiency: Sound: Capacity: Sensible Capacity: Latent Capacity: AHRI Reference No.: Air Source Heat Pump 25HBC548A**30 COMFORT 13 PURON HP Air Source Heat Pump 8.5 HSPF 0 45,500 Btuh n/a n/a n/a Cooling System Air Source Heat Pump 25HBC548A**30 FX4DN(B, F)049 COMFORT 13 PURON HP Air Source Heat Pump 15 SEER 0 47,500 Btuh 35,625 Btuh 11,875 Btuh 3646319 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 90F, SOWB: 78F, WODB: 42F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 30,672 Btuh, Lat. gain: 10,695 Btuh, Sen. loss: 36,708 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1395 CFM, Req. htg. airflow: 477 CFM FILI AOPY �Ij S:\ ...\Stan Pac RB Fairfield 6511 sales office.rh9 Friday, November 01, 2013, 1:56 PM Rhvae'=Residential & Light Commercial'HVAC'Loads ��" '°Elite 8oftware Development, Inc. vFairfieldModel' Engineered Air, LLC ." `33064 �� °" Pa e 5. 'Pompano Beach, FL �, . System 2 Room Load Summary Htg° Min Run Run Clg 6 ' Clgx ' :'Min Acf Room ° Area ',',Sens', Htg Duch" Duct ;� :Sens Lat. Clg'.° Sys No Name SF ° "`Btuh ;' ,'CFM"'' S.ize'" 'Vel, °�`, Btuh°: `� Btuh,°`" ° CFM" CFM` ---Zone 1--- 2 AC 2 -Second 1,464 14,714 191 8-6 520 17,964 4,895 817 817 Floor — Duct Latent 2.245 System 2 total 1,464 14,714 191 17,964 7,140 817 817 System 2 Main Trunk Size: 10x16 in. Velocity: 736 ft./min Loss per 100 ft.: 0.093 in.wg FC—ooling System Summary �Cooling Snsible/Latent . Sensible e ' . Latent . Total � Tons. S lit : ° Btuh Btuh `' Btuh Net Required: 2.09 72% / 28% 17,964 7,140 25,104 Actual: 2.40 75% / 25% 21,600 7,200 28,800 [Equipment Data. " Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: 25HBC530A**30 25HBC530A**30 Indoor Model: FX4DN(B,F)031 Brand: COMFORT 13 PURON HP COMFORT 13 PURON HP Description: Air Source Heat Pump Air Source Heat Pump Efficiency: 8.5 HSPF 15.2 SEER Sound: 0 0 Capacity: 28,200 Btuh 28,800 Btuh Sensible Capacity: n/a 21,600 Btuh Latent Capacity: n/a 7,200 Btuh AHRI Reference No.: n/a 3645739 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 90F, SOWB: 78F, WODB: 42F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 17,964 Btuh, Lat. gain: 7,140 Btuh, Sen. loss: 14,714 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.517, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 817 CFM, Req. htg. airflow: 191 CFM 4 S:\ ...\Stan Pac RB Fairfield 6511 sales office.rh9 Friday, November 01, 2013, 1:56 PM STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New APPLICANT: (Sta ndard Pacific of FL GP IN PROPERTY ADDRESS LOT: 1 PROPERTY ID #: 13200 NW Wheaton Ln Port Saint Lucie, FL 34953 BLOCK: 442570300060007 SUBDIVISION: PERMIT #:56-SF-1484634 APPLICATION #:AP1114226 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR912249 F C oms .7 lat 1-1 Riverbend [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER] [OR TAX ID NUMBER] SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION 381.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS, WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID. ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL, STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY. SYSTEM DESIGN AND SPECIFICATIONS T [ 800 ] GALLONS / GPD Aerobic Unit CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ 450 ] GALLONS DOSING TANK CAPACITY [IOO.00 ]GALLONS @[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ] D [ 643 ] SQUARE FEET Hoot Drip Irriqation SYSTEM R [ ] SQUARE FEET SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [xl MOUND I CONFIGURATION: [ ] TRENCH N F LOCATION OF BENCHMARK: C/L Of( I ELEVATION OF PROPOSED SYSTEM SITE E BOTTOM OF DRAINFIELD TO BE L D F O T H E R [x] BED [ ] rd [ 23.00 1 1 INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT [ 17.00 ] [ INCHES FT ] [ ABOVE BELOW BENCHMARK/REFERENCE POINT 1L1+ rryUixcu: LL4.Uul _Mur b E2LUAVKTIUN 1'ZWU-LrLD: L J 1NUMN5 The system is sized for 5 bedrooms with a maximum occupancy of 10 persons (2 per bedroom), for a total estimated flow of 600 gpd. Performing Lift Dosing. Pumps must be certified as suitable for distributing sewage effluent. The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with s. 64E-6.013(3)(0, FAC. Preconstruction conference required with design engineer, septic tank contractor and health department Owner must present Health Department with maintenance contract and operating permit application before final SPECIFICATIONS BY:ew R Gatewood TITLE: Environmental Specialist II APPROVED BY: G� "�TITLE: Environmental Specialist II p St. Lucie cHD Andrew R Gatewood DATE ISSUED: 07/22/2013 EXPIRATION DATE: 01/22/2015 DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC V 1.1.4 API 114226. SE903902 Page 1 of 3 NOTICE OF RIGHTS A party whose substantial interest is affected by this order may petition for an administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such - - proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for administrative hearing must be in writing and must be received by the Agency Clerk for the Department, within twenty-one (21) days from the receipt of this order. The address of the Agency Clerk is 4052 Bald Cypress Way, BIN # A02, Tallahassee, Florida 32399-1703. The Agency Clerk's facsimile number is 850-410-1448. Mediation is not available as an alternative remedy. Your failure to submit a petition for hearing within 21 days from receipt of this order will constitute a waiver of your right to an administrative hearing, and this order shall become a 'final order'. Should this order become a final order, a party who is adversely affected by it is entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a second copy, accompanied by the filing fees required by law, with the Court of Appeal in the appropriate District Court. The notice must be filed within 30 days of rendition of the final order. )41 1701 / � %Q s I� / � I% ry ^ / A / o gAS��Nt / ? 30.00 FCCE55 / p-_28.59'37" \ '4.93, R=75.00 , n N7153'OS"E 172 41' \ry o LOT 1 RECORDED IN PLATRIVERBBOOK 6 7PAGE 36 �O 0 0.67 ACRES ST. LUCIE COUNTY, FLORIDA a 1 10 20 FEET aj//////////////////////////r%/////%///////////////////%///////////� ;i w .� r.�� / f� . j PROPOSED 2 STORY HOUSE 1ST FLOOR : 2645 SF ^ " I 2ND FLOOR: 1464 SF / o TOTAL: 4109 SF y ' CO I o�. M 0 1. 1050 GAL PRETRETMENT TANK -2. AEROBIC TREATMENT TANK J. PUMP TANK h 18 322 LF DRIP TUBE o 0 0 0 3 2 1 i ___SOIL BORING #10 __-_-_- i o 0 0 o p - , t. Lucie County Health Department !�vironmental Health ;ls' L.M.E. optic System Appears Adequate II � C �l or Proposed Construction f rya is ^$. this Approval Does Not Guarantee o i SOIL BORING #2 `rJ e `---------- I 7s MIN. "?erbrmance ofTh ystem -/ _' . i r ----------- VPROPOSED 965 SF — — — — _ UNOBSTRUCTED AREA o w Z; \ \ « I EXISTING GROUND ®� ` �;'.. ELEVATION (TIP.) i eoe �(�•`•\G E IV S�• r1` �� \w o No 38723 RAC C1>IFFE- w WM T-1 LAKE - iy ^✓Y �% "' ' 1 EDiy dd T IdATTH S. o R E V I S 1 0 N S C&T JOB NO. 12-058 CULPEPPER S. TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS SAJIIN ' LUCIE COi� n-, FLOR11D:1 p ... • -! it s�Q� �L LOT 1 1v1ODEI lL� CE1� 11 pai��BE�� i �z�4N�ET DESCRIPTION DATE BY I DESCRIPTION DESIGNED BY PJF 7-3-13 DRAWN BY RN 7-3-13 CHECKED BY CHECKED BYPROJECT �n NAME FINANCIAL PROJECT ID HO SOUTH 2 STREET • FORT PIERCE, FLORID:\ 349H1 (Z' L ^, � p S ` S ITEM f,� SITE PLAN SEPTIC f( 1 n� � �y RIVERBEND PJF PT _ PH01F;]?2-164353] • F.4C�244i-939] •.rvv'.<,mb.wm P SP.•3TE OF FLORIDS HOARD OF PROFESSIONAL iV� 1 O� 2 EN9NEER OF RECORD: STEFAN K. MARNES, P.E. NO. 38723 ENOWEERS 1U]iFORmvnONNO. 4236 STREET ADDRESS MICHD(EC 'r KOnDZiEJCZYK% FLORIDA CERTIFICATE No,3864 PROFESSIONAL SURVEYOR AND MAPPER SIGNATURE DATE 17.5 GRAPHIC SCALE 0 10 20 30 ( IN FEET ) 1 inch = 30 ft. 13200 NW WHEATON LANE LEGAL DESCRIPTION . Being all of Lot 1, according to the plat of RIVERBEND, as recorded in Plat Book 67, Page 36 of the .Public Records of St. Lucie County, Florida. Contains 0.67 acres more or less. LEGEND & ABBREVIATIONS CONC. P.C.P. DENOTES CONCRETE DENOTES PERMENANT CONTROL POINT C.M. DENOTES CONCRETE MONUMENT DENOTES PLAT DATA O.R.B. DENOTES OFFICIAL RECORDS BOOK 1pl DENOTES CALCULATED FROM FIELD MEASUREMENTS IR&C DENOTES IRON ROD & CAP (M) DENOTES MEASURED DATA I.P: DENOTES IRON PIPE ID DENOTES IDENTIFICATION NUMBER I.R. DENOTES IRON ROD �) DENOTES FLOW LINE U.E. DENOTES UTILITY EASEMENT TOB DENOTES TOP OF BANK P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR FND. DENOTES FOUND X 6.63 DENOTES ELEVATION (TYPICAL) L.B. DENOTES LICENSED BUSINESS µ_M_E, DENOTES WATER MANAGEMENT EASEMENT O.H.U. DENOTES OVERHEAD UTILITIES DENOTES STREET LIGHT W.M.T. DENOTES WATER MANAGEMENT TRACT �J�J (R) DENOTES RADIAL �yy DENOTES WATER VALVE R/W DENOTES RIGHT WAY VV DENOTES WATER METER � DENOTES FIRE HYDRANT ® T� O DENOTES SANITARY MANHOLE ® DENOTES 5/8- IRON ROD & CAP LB 4286 GENERAL NOTES 1. The bearings shown hereon are referenced to the East right—of—way line of GILSON ROAD having a bearing of N00'17'09"E, according to the .Plat of RIVERBEND, Plat Book 67, Page 36, City of Port St. Lucie, St Lucie County, Florida. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility services have not been located on this survey. 4. Flood Note: By graphic plotting oniy, this property is in Zone "X" and "AE-6", according to the Flood Insurance Rate Map, Community Panel No. 12111CO406 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. , 5. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor & Mapper. 6. Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. 7. The' last date of field work was June 24, 2013. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. Elevations shown hereon are referenced to the North American Vertical Datum (N.A.V.D.) of 1988. F� 'COPY REVISION: POOL AREA REVISIONS RC 11-26-2013 REVISION: ADDED ENTERTAINMENT AREA GLM 11-22-2013 REVISION: REVISED BUILDING GLM 10-11-2013 Boundary Topographic Suryey, and Site Plan For: Stq:ndard Pacific Homes File: LOT 1.DWG Date: 7/23/13 12-058/42 SCALE 1 "=:;0' DRAWN BY:I3LM CULPEPPER & TERPENING, INC CONSULTING ENGINEERS I LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34981 PHONE 772-464-3537 FAX 772-464-9497 u-ww.ct-eng.com STATE OF FLORIDA CERTIFICATION No. LB 4286 I I I , I I I I I I I I I I I I I 1 I I I I I I I I THOMAS P. KIERNAN, PROFESSIONAL SURVEYOR AND MAPPER FLORIDA CERTIFICATE NO. 6199 SIGNATURE DATE STREET ADDRESS 4 1,,,T 4 13200 NW WHEATON LANE 13 O'�— d? 2 G LEGAL DESCRIPTION GRAPHIC SCALE 0 10 20 30 Being all of Lot 1, according to the plat of RIVERBEND, as recorded in Plat Book 67, Page 36 of the Public ( IN FEET) Records of St. Lucie County, Florida. 1 inch = 30 ft. Contains 0.67 acres more or less. LEGEND & ABBREVIATIONS CONC. DENOTES CONCRETE P.C.P. DENOTES PERMENANT CONTROL POINT C.M. DENOTES CONCRETE MONUMENT DENOTES PLAT DATA O.R.B. DENOTES OFFICIAL RECORDS BOOK l�� DENOTES CALCULATED FROM FIELD MEASUREMENTS IR&C DENOTES IRON ROD & CAP 'D) DENOTES MEASURED DATA I.P. DENOTES IRON PIPE DENOTES IDENTIFICATION NUMBER I.R. DENOTES IRON ROD DENOTES FLOW LINE U.E. DENOTES UTILITY EASEMENT TO? DENOTES TOP OF BANK P.L.S. DENOTES PROFESSIONAL LAND SURVEYOR FND. L.B. DENOTES FOUND X 6.63 DENOTES ELEVATION (TYPICAL) F.F.E. DENOTES LICENSED BUSINESS DENOTES FINISHED FLOOR ELEVATION W.M.E.DENOTES WATER MANAGEMENT EASEMENT W.M.T. DENOTES WATER MANAGEMENT TRACT DENOTES STREET LIGHT (R) DENOTES RADIAL DENOTES WATER VALVE R/W DENOTES RIGHT WAY W DENOTES FIRE HYDRANT ® DENOTES WATER METER sY� ® DENOTES 5/8'IRON ROD &CAP LB 4286 O DENOTES SANITARY MANHOLE GENERAL NOTES 1. The bearings shown hereon are referenced to the East right—of—way line of GILSON ROAD having a bearing of N00'17'09"E, according to the Plat of RIVERBEND, Plat Book 67, Page 36, City of Port St. Lucie, St Lucie County, Florida. 2. All above ground fixed improvements, if any, have been located and shown hereon. 3. Underground utilities and utility services have not been located on this survey. 4. Flood Note: By graphic plotting only, this property is in Zone "X" and "AE-6", according to the Flood Insurance Rate Map, Community Panel No. 12111CO406 J, effective date February 16, 2012. The exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature and original raised seal of a Florida Licensed Surveyor & Mapper. 6. Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. 7. The last date of field work was January 2, 2014. 8. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. 9. Elevations shown hereon are referenced to the North American Vertical Datum (N.A.V.D.) of 1988. REVISION: UPDATE FORMBOARD GLM 1-3-14 PUBLIC WORKS LUCIE COUNTY, FL 13oo:3z� SHADED AREA TO BE REMOVED EXISTING L REMOVED . . . . . . . . . . EXISTING ELEVATION VIEW SCALE: 1/4" = I'-0" NEW WINDOW FLAN VIEW SCALE: 1/4" = 1'-0" NEW 8"Ab" CONC BEAM W/ (2) 5'S TOP, (2) #Ts BOTTOM W/ 03 STIRRUPS AT b" O.G. • e PROVIDE NEW FILLED CELLS '•.U/ (1) — ' — 5 VERTICAL EACH CELL DRIILEE) b" (MIK) INTO EXISTING FOUNGATION W/ U.S. ANCHOR ULTRA BOND ;i EPDXT (FOLLOW MANUFACTURERS I . i ECOMMENDATIONS) SEE FUN VIEW `I FOR CELL LOCATIONS AND Tl?ES. BOTH SIDES I° DRILL AND DOWEL b" MIN NTO EXISTNG BLOCK 1■ 12" OF EXPOSED EXISTNG FILLED CELL STEEL eo a e NEW ELEVATION VIEW SCALE: 1/4" = 1'-0" _ _ _ 12'-•4" App. TOP OF INTERMEDIATE BOND BEAM FOUR END OF WALL SOLID, BOTH SIDES n m ' 0'-I _ _ -000119111®® FINISHED F ®99 EN R �,� 4��®® ® ,q S. 0 i w o No m asssolla'aag��� %� 2014 i?IYERI3END, ST. LUGIE COUNTY WAISH ENGINEERING, INC.�1 STEPHEN R. WALSH P.E. Model: 6511 - LOT I SALES MODEL `� `r `r 1 `� P.O. Box 933 P.O. Box 933 Boca Raton, FL 33429 Boca Raton, Florida 33429 (561) STANDARD PACIFIC HOMES Office (561) 362-OZ7, Fax (561) 362-7414 P.E.#33915 CA 27170 P.E.7 . #33915