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HomeMy WebLinkAboutSUBMITTED PAPERS_1QFFICE USEyONL7Y DATE REVIEW E �C PLAN VIEE W FEE: _e,,�� RECEIPT NO.: PERMIT NUMBER: ) CONCURRENCY FEE: z RECEIPT NO.: CERT. CAP. NO.: ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION SCANNLD 2300 Virginia Avenue B Y Ft. Pierce, FL 34982-5652 St. Lucie C 772-462-1553 ount;; 4b AP-P-LICATION for --BUILDING PERMIT - - - --- - -- - - CERTIFICATE of CAPACITY/ZONING COMPLIANCE PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 3049 NW Radcliffe Way QQ.� �,,, 3Y 9 90 2. PROJECTNAME: Riverbend SITEPLANNAME: Riverbend (PB 67-36) 3. PROPERTY TAX ID #: 4425-703-0046-000-9 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Riverbend (PB 67-36) 5. PLAT BOOK 6 7 6. PAGE NO. 36 7. BLOCK NO. 8. LOT NO. 41 90438b• y rC � 19t,c5x9. PARCEL SIZE (ACRES/SQ FT.): . LOT DIMENSIONS: 10. COMPLETE DESCRIPTION OF CONSTRUCTIOI�PR J CT OR WORK ACTIVITY: New Construction-SFR `/� 11. SETBACKS (ACTUAL) FRONT: 40.19 BACK: 77.04 RIGHT SI .30.00 LEFT S : 12' 12. TYPE OF CONSTRUCTION (Check all appropriate boxes) [x] NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION [ ] RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL [ ] OTHER (SPECIFY) 13. DESCRIPTION OF PROPOSED USE: SFR 14. SQ. FT OF CONSTRUCTION: 5802 15. SF. FT 1st FLOOR: . W 8 —(w 16. VALUE OF CONSTRUCTION: $ 366,000.00 The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. SLCCDV Form No.: 001-02 j UPDATED 6/25/! i OWNER INFORMATION NAME: Standard Pacific of Florida ADDRESS: 3201 West Commercial Blvd. CITY: Ft. Lauderdale STATE: Fl ZIP: 33309 PHONE (DAYTIME): 954 232-2290 Email: permits@brownspermitting.com IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE -SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): (� CONTRACTOR INFORMATION ST. ofFLREG.CERT #: CGC1506304 BUSINESS NAME: Standard Pacific Homes QUALIFIERS NAME: Michael T. Collins ADDRESS: 405 N. Reo Street CITY: Tampa PHONE (DAYTIME): 954 232-2290 ARCHIT/ENGINEER: A. B. Design Group, Inc ADDRESS: 1441 N. Ronald Regan Blvd. CITY: Longwood PHONE (DAYTIME): U BONDING COMPANY: ADDRESS: CITY: Mil ST. LUCIE COUNTY CERT #: 28420 Suite 330 STATE: Fl FAX NO. 954-434-8840 STATE: Fl STATE: ZIP: 33609 Email: Permits@brownspermitting. ZIP: 32750 ZIP: ADDRESS: CITY: STATE: ZIP: IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. CERTIFICATION: This application is hereby made to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AND AIR CONDITIONERS, FENCES, ETC., not otherwise included with this building permit application. St. Lucie County makes no representation that its granting of a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Homeowner Association rules, bylaws or any covenants that may restrict or prohibit such structure. Please consult with your Homeowner's Association and review your deed for any restrictions which may apply. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non - NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOBSITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE TO APPLICANT: IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT: AS A CONDITION OF ISSUANCE OF THIS PERMIT, YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. STATE OF FLORIDA STATE OF FLORIDA COUNTY OF Broward COUNTY OF The foregoing instrument was acknowledged before me this �— day of Mcurl\ 20 1+ , by Robert Smithwick who is personally known X or has produced Signature of Notary Commission 398.0153 identification. SWAN SHACHAR MY OC(jRtN4SION 011007026 EXPIRES April 10. 2017 The foregoing instrument was acknowledged before me this $' day of N�G•ya(.� , 20 14, by Michael T. Collins who is personally known X or has produced as identification. Signature of Notary Commission No. =: (�KAN SHACHAR :� : _IGt MY co MISSION #FF007( I '�q:_•' . - P ` EXPIRES April 10.2017 398.0153 NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBBUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION. OWNER BUILDER AFFIDAVIT WILL BE REQUIRED FOR ALL OWNERBUILDER APPLICANTS. For specific instructions see appropriate permit checklist. rFFICE USE ONLY Bl - :': I � � CTION TOWNSHIP RANGE MAP NO. ZONING LAND USE r LOT C G % TAZ NO. FLOOD ZONE. ><, FIRM MAP # (4 Cb 1 sr FLR ELV MAX HGT -� CONST TYPE OCCUP TYPE MAX OCCUP # OF FLRS WATER �� SEWER S SPRINKLERS STORMWATER -LOT OF REC - - LOT OF REC - LOT -SPLIT -LOT SPLIT- - - Before 1/1990 After 111990 REQUIRED APPROVED REPORT HABITABLE RADON PERMIT CODE U AREA FEE FEE LIBRARY IMPACT PUBLIC BID IMPACT FEE ._ Li PUBIC BLD IMPACT \ tl 2 PARKS IMPACT FEE 1 CORRECTION FEE FEE GENERAL SCHOOL �C) ROAD CREDIT Y N LAW ENF BRACT IlRACT IMPACT QQ xu FEE FEE FEE FIRE/EMS DRIVEWAY Y N DRIVEWAY ADMINISTRATIVE IMPACT REQUIRED FEE VARIANCE FEE FEE `/ SPECIFY MECHANIC ROOF NON -CONFORMING MISCELLANEOUS SUBS ELECTRIC v GAS LOT OF RECORD FEES FEES REQUIRED PLUMBING SENT TO ADDRESSING: � 43 d DATE REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE CO REVIEW REVWW REVIEW REVIEW REVIEW DATE 2REVIEW RECEIVED DATE COMPLETED 1 INITIALS poUfRED CONCRETE EyjEBr,oW W/ (2) 04 BARS CONT.— AFF TOP CP POJRED . " —'Row I DRILL 4 EPDXY (311 e ((v r=NE) INTO TWIE: F:]L'.r==) CELI-5 4 (1) IN THE CENTER OF TPE OPENING)) 6" INTO 6LOCk Lj/ US ANC;Wo-, ULrRA50ND 11 EPDXY— --- — 11-2:1 TOP OF I TEFIDIATE E304,4r) EyEAM (a52) poupmv coNCFMTF-- EYF-5ROW DETAIL SCALE; 3/4" = 1`0" (L -ate ul STEPHEN R. WALSH P.E. CL P.E. #33915 l �o3�son� s STATE OF FLORIDA ~ DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL APPLICANT: Standard Pacific of Florida GP Inc. AGENT: Culpepper & Terpening, Inc PROPERTY ADDRESS: 3049 NW Radcliffe Way Lot 41 Port St Lucie,FL 34984 LOT: Al.BLOCK: APPLICATION #::AP11.35041 PERMIT #:56-SF-1519964 DocUMENT #: Fl9,87143 DATE PAID:'02/07/2014 FEE PAID:515.00 RECEIPT #56.-PID-2348303. sti3BD=v=S30N'; iverben D# : 4425703-0006-0 CHECKED EXI, ITEMS ARE NOT IN COMPLIANCE WITH STATUTE OR RULE AND MUST BE CORRECTED. TANK INSTALLATION SETBACKS [ ] [01] TANK SIZE [1] 1050.00 [21 750.00 [ ] [271 SURFACE. WATER 75 FT [ .] [021 TANK MATERIAL Concrete: [ ] 1281 DITCHES 15 FT [ ] [03] OUTLET DEVICE, [ ] [29] PRIVATE WELLS FT [ ] [041 MULTI -CHAMBERED ILLY N '] [ 1 [301 PUBLIC WELLS FT [ ] 1053 OUTLET FILTER Polyldk PL-68 [ ] [311 IRRIGATION WELLS FT .[ .] [061 LEGEND 1. 28-015-08DC3 2. 28-015-01SC3 [ . ] [321 POTABLE WATER FT [ ] (071 WATERTIGHT [ ] (331 BUILDING FOUNDATIONS 5 FT [ ] [081 LEVEL [ ] (341 PROPERTY LINES' 10 FT [ .] .[09] DEPTH TO LID [ ] [351 OTHER 10 FT DRAINFIELD INSTALLATION FILLED./ MOUND SYSTEM .[ ] [10] AREA [1] 900 [2] SQFT [ ] [36] DRAINFIELD COVER [ ] 1111 DISTRIBUTION l BOX HEADER X [ ] [371 SHOULDERS [ ] [1'2] NUMBER OF DRAINLINES 1. 4.00 2. [' ] [38] SLOPES [ ] [131 DRAINLINE SEPARATION [ ] [391 STABILIZATION 02/16/2015 [ ] [141 DRAINLINE SLOPE [ ] [151 DEPTH OF COVER ADDITIONAL INFORMATION [ ] [16] ELEVATION [ BELOW ]BM 25.00 [ ] (40) UNOBSTRUCTED AREA I ] [171 SYSTEM LOCATION [ ] [411 STORMHATER RUNOFF .[ ] [181 DOSING PUMPS 1.00. [ ] [421 .ALARMS [ ] [191 AGGREGATE SIZE [ ] I43] MAINTENANCE AGREEMENT [ ] [201 'AGGREGATE EXCESSIVE FINES [ ] 1441 BUILDING AREA '[ ] [21] AGGREGATE DEPTH [ ] [451 LOCATION`CONFORMS WITH SITE 'PLAN FILL / EXCAVATION MATERIAL I l [46] FINAL SITE 'GRADING [ ] [22] FILL AMOUNT I ] [471 CONTRACTOR _ (Brian Davis. Septic) [ ] [481 OTHER INFILTRATOR Quick4 EQ36 (single [ ) [23] FILL TEXTURE [ ] [24] EXCAVATION DEPTH ABANDONMENT ' [ ] 1253 AREA REPLACED [ ] [491 TANK PUMPED [ ] [261 REPLACEMENT MATERIAL [ ] [5011 TANK CRUSHED & FILLED Comments:: Comments are on page 2. CONSTRUCTION I APPROVED / DISAPPROVED ]: St. Lucie CHD DATE: 11/17/2014 FINAL SYSTEM I APPROVED DISAPPROVED ] ; V St. Lucie CSD DATE: 02/16/2015 nv: up ctor acont6 epartment o ea n E uc—ale linty) (Explanation of Violations on following page)' DH 4016, 0.0169 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2. of 3 EH Database v 1.0.1 AP1135041 EID1519964 L 9 STATE OF FLORIDA DEPARTMENT OF HEALTH O.NSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION INSPECTION AND FINAL APPROVAL Violation Number Comment APPzxcATxoN #:AP1135041 PERMIT #:56-SF-1519964 Documm #:.FI987143 DATE PAID:02/07/2014 FEEPAIDc51.5.00 :RECEIPT #56-PID4348303 Commehts The system is.sized for 5 bedrooms with a maximum occupancy of 10persons (2 per bedroom), fora total estimated flow of 520 gpd. system. not ready for inspection 10/16/14 system inspected 11/17/14 ok to cover. Notified Elizabeth at office Need Final and purnp and alarm inspection Final inspection ok sodded and cover ok. Emailed,reports to,builder; contractorand SLC Building Dept DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC Page 2 of 3 EH Databaso v 1.0.1 AP1135041 EID1519964 305 521 NW Enterprise Drive o Port St. Lucie, Florida 34986 09:7'" a.m. 05-12-2014 1 /1 (772)924-3575 . (772)924-3580 (fax) i 71*7 y IN -PLACE DENSITY AND WATER CONTENT OF SOIL AND SOIL AGGREGATE BY NUCLEAR METHODS (SHALLOW DEPTH) - ASTM 6938 Project: Riverbend Project ID: 13-0183.01) Address: St. Lucie County, Florida Report ID: D-0106_ Client: Standard Pacific Homes, South Florida Date: 4/29/2014 Permit No: N/A Field Tech: _John Postlethwaite Test Mode: Direct Transmission _ Area Tested: Lot No. 41 -Foundation Pad (PERMIT NO. 14030078) —Soil-Description-T-arrfirte sand, trace roo s Proctor / LBR ID: P-0001 Max Density (PCF): 106.0 Opt Moisture (%): 12.5% Test Standard: - T-180 Compaction Required (%): 98.0%_ Probe Depth (in) Elev Wet Density (PCF) Dry Density (PCF) Moist. (%) Compaction Location % Results Northwest Corner 12 0-1 116.3 104.4 11.4% 98.5% Pass Northwest Corner 12 1-2 116.8 104.3 12.0% 98.4% Pass Center Area 12 0-1 117.1 105.3 11.2% 99.3% Pass Center Area 12 1-2 117.6 105.2 11.8% 99.2% Pass Souheast Corner 12 0-1 118.0 105.7 11.6% 99.7% Pass Souheast Corner 12 1-2 117.1 104.5 12.1% 98.6% Pass Testing Gauge Information: Manufacturer: Troxler_ Model Density Standard (DS): 2030 Remarks: Testing Completed Below Slab Grade leno for t_ievanon: = Proofroll 1, 2, 3 = 1st, 2nd, 3rd Lift = Springline FL = Final Lift = Subgrade BG = Below Grade = Basecourse BOF = Bottom of Footing P = Top of Pipe FG = Finished Grade 3430 _ S/N: 22260 Moisture Standard (MS):_ 644 ,��Dlilll/!a/e� WW ht'grnatAggI5inc �BPI34%3 C ° r y V;USJ, }��: 2: A rest report shall not be reproduced, except in full, without the written approval of GFA International OLE Environmental • Geotechnical a Construction Materials Testing • Special and Threshold Inspections • Florida's Leading Engineering Source www.teamgfa.com A R C H I T E C T S eDesign oupl.�. March 19, 2014 St. Lucie County Building Department 2300 Virginia Avenue Fort Pierce, FL 34982 Attn: Building Plan Processor Standard Pacific Homes Riverbend Lot 41 Permit No. 1403-0078 ?0 St 44cie 17 jAj lf Dear Sir/Madam, This letter serves as my response to comments and frame walk revisions: Comment: Please include damage probabilities from weathering, from Table 301.2.1, on plan. Response: Please see delta 1 on sheet GN, note #15. Comment: Please include damage probabilities from termites , from Table 301.2.1, on plan. Response: Please see delta 1 on sheet GN, note #15. Comment: Please include notes on plans for all interior finishes, showing compliance with R302.9.1 and R302.9.2, flame spread and smoke developed index. Response: Please see delta 1 on sheet GN, note #14. Comment: Please show stone veneer compliance with R703 sheets. 7.3, or submit product approvals with installation Response: Please see delta 1 on sheet GN, Exterior Finishes note #3. If you have any questions please contact me at (954) 482-0957. Sincerely, Michael Hurtak Florida Architect #0008374 1191 East Newport Center Drive • Suite 207 • Deerfield, FL 33442 • Phone: (954) 482-0957 • Fax: (954) 708-2468 AA0003325 www.abdesigngroup.com 2-'/ filG UO> t/ Planning & Development Services Building &.Code Regulation Division 2306 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462.6443 REVIEW COMMENTS PROPERTY INFORMATION Address: 3049 Nw Radcliffe Way Owner(s): Standard Pacific Of Florida City / State / Zip: Saint Lucie County, FI 34990 Parcel #: 44257G3-0046=000/9 urisdiction- SAINT-LDCEE NOUN Zoning: PUD Lot#: 41 Block: APPLICATION INFORMATION Permit Number: 1403-0078 Stories: Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION Contractor Name: Michael T Collins Business Name: Standard Pacific Of Florida Gp Inc Business Addr: 405 N Reo St Ste 330 City / State / Zip: Tampa, FI 33609 REVIEWS AND COMMENTS Review Type Status Reviewed By ADDRESSING ASSIGNMENT COMPLETE Lydia Galbraith Comment: e1 Automatic Sprinkler System? No Fax Number: 813-288-7610 Email: Tcollins@Stanpac.Com Date Started Date Completed Date Released 3/13/2014 3/13/2014 DOCUMENTS MISSING PENDING Angela Huff 3/7/2014 Comment: RECORDED NOTICE OF COMMENCEMENT 3/12/2014 Comment: INDIVIDUAL VEGETATION PERMIT APPLICATION REQUIRED. PLEASE SUBMIT AS SOON AS POSSIBLE. 3/13/2014 Comment: COPY OF RECEIPT FOR PAID UTILITY (WATER) 3/13/2014 Comment: MECHANICAL SUB CONTRACTOR ON HOLD. FRONT COUNTER REVIEW COMPLETE Angela Huff 3/7/2014 3/7/2014 3/7/2014 Comment: PLANS EXAMINER REVIEW PENDING Comment: ZONING REVIEW INCOMPLETE Lydia Galbraith 3/12/2014 3/13/2014 Comment: THE PROPOSED STRUCTURE IS NOT MEETING THE MIN. REQUIRED SETBACK OF 7.5' ON THE LEFT SIDE. PLEASE PROVIDE CORRECTED SURVEYS AND CORRECTED SEPTIC SITE PLAN. Revised 3/13/2014 Comment: PROPOSED FINISHED FLOOR ELEVATION ON THE SURVEY IS NOT MATCHING WITH THE SEPTIC SITE PLAN. The septic site plan was prior to the issuance of the septic permit, the FE has been adjusted accordingly. Comment: ACCORDING TO THE PLAT AND FINAL SITE PLAN THERE IS A 5'(10' TOGETHER WITH LOT 42) DRAINAGE 3/13/2014 ON THE RIGHT SIDE AND 10' UTILITY EASEMENT IN THE FRONT AND NOT ON THE LEFT. PLEASE CORRECT ON SURVEY. We believe this is shown correctly. Please refer to the recorded Plat and most recent approved PUD site plan. 3�We4'�" avoft Planning & Development Services Building &.Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462-2172 Fax:(772)462-6"3 REVIEW COMMENTS Page 2 Comment: PLEASE PROVIDE ELEVATION OF CROWN OF ROAD ON THE SURVEY. STANDARD RULES FOR FINISHED FLOOR ELEVATION ARE 18" ABOVE CROWN OF ROAD. THE SITE PLAN INDICATES A FFE OF 8.301, THE 3/13/2014 SEPTIC PLAN 9.50 AND THE SURVEY 11'. THE HEIGHT OF THE BUILDING IS MEASURED FROM THE 18" ABOVE CROWN OF THE ROAD. WE ARE NOT ABLE TO CHECK IF PROPOSED SFR IS MEETING THE HEIGH REQUIREMENTS. Revised 3/13/2014 Comment: DIMENSIONS OF RIGHT SIDE OF HOUSE ON SURVEY ARE NOT MAT eviGH seg'G WITH THE FOUNDATION PLAN. R 3713/Z6T�—Gomrnent PI=EA-SE-BEAWARE—THAT ABOVE-COMMENTS-ONLYREFCI=CTS-TRE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. 'E RECEIVED - _ p�I1 Planning & Develop meniienrices-- F MAR 3 1 ' 2014 ,Build0g k o' de;l2egulation Division. REVIEW COMMENTS 230QVirgiNa,Avenue. PERMITTING Fo0 lerce; FL 34982 St. Lucie County, FL P.hone (772)462-2172 ;Fax:(772)462-6443 Page 1 PROPERTY INFORMATION Address: 3049 Nw Radcliffe Way Owner(s): Standard Pacific Of Florida City / State / Zip: Saint Lucie County, FI 34990 Parcel-#. 25--703--o UNTY Zoning: PU D Lot#: 41 Block: APPLICATION INFORMATION Permit Number: 1403-0078 Stories: Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION Contractor Name: Michael T Collins Business Name: Standard Pacific Of Florida Gp Inc Business Addr: 405 N Reo St Ste 330 City / State / Zip: Tampa, FI 33609 REVIEWS AND COMMENTS Review Tvpe Status Reviewed By ADDRESSING ASSIGNMENT COMPLETE Lydia Galbraith Comment: DOCUMENTS MISSING 3/7/2014 Comment: 3/12/2014 Comment: 3/13/2014 Comment: 3/13/2014 Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER ELECTRIC Comment: PLANS EXAMINER REVIEW 3/18/2014 Comment: 3/18/2014 Comment: 3/18/2014 Comment: 3/18/2014 Comment: Automatic Sprinkler System? No Fax Number: 813-288-7610 Email: Tcollins@Stanpac.Com Date Started Date Completed Date Released 3/13/2014 3/13/2014 PENDING Angela Huff RECORDED NOTICE OF COMMENCEMENT INDIVIDUAL VEGETATION PERMIT APPLICATION REQUIRED. PLEASE SUBMIT AS SOON AS POSSIBLE. COPY OF RECEIPT FOR PAID UTILITY (WATER) MECHANICAL SUB CONTRACTOR ON HOLD. COMPLETE Angela Huff 3/7/2014 3/7/2014 3/7/2014 COMPLETE Walter Pride 3/17/2014 3/19/2014 3/19/2014 INCOMPLETE Ed Roseberry 3/17/2014 PLEASE INCLUDE SOILS REPORT REFERENCED IN DESIGN COMPLIANCE AFFIDAVIT. PLEASE INCLUDE DAMAGE PROBABILITIES FROM WEATHERING, FROM TABLE 301.2.1, ON PLAN PLEASE INCLUDE DAMAGE PROBABILITIES FROM TERMITES, FROM TABLE 301.2.1, ON PLAN. PLEASE INCLUDE NOTES ON PLANS FOR ALL INTERIOR FINISHES SHOWING COMPLIANCE WITH R302.9.1, FLAME SPREAD INDEX, AND 302.9.2, SMOKE DEVELOPED INDEX. P(anning&Development Se his REVIEW COMMENTS Building & Cade.Regulation Division 2300 Virginia Avenue, Fort _P.lerce, FL, 34982 Phone:(772)462-2172 Fax:(772)4624443 Page 2 3/18/2014 Comment: PLEASE SHOW STONE VENEER COMPLIANCE WITH R703.7.3, OR SUBMIT PRODUCT APPROVALS WITH INSTALLATION SHEETS. 3/18/2014 Comment: FILLED CELLS SHOW #4 DOWELS WITH #5 DOWNRODS REQUIRING 24" LAPS. PLEASE ADVISE IF THIS IS CORRECT. ZONING REVIEW INCOMPLETE Lydia Galbraith 3/12/2014 3/13/2014 Cnmment:--T-HE P-ROP-OSED-ST-RUGTJJREIS-NOT-MEETING-THE MIN.-2EQUIRED-"SETBACK-OF-7.5' ON THE LEFT SIDE. PLEASE PROVIDE CORRECTED SURVEYS AND CORRECTED SEPTIC SITE PLAN. 3/13/2014 Comment: PROPOSED FINISHED FLOOR ELEVATION ON THE SURVEY IS NOT MATCHING WITH THE SEPTIC SITE PLAN. Comment: ACCORDING TO THE PLAT AND FINAL SITE PLAN THERE IS A 5'(10' TOGETHER WITH LOT 42) DRAINAGE ON 3/13/2014 THE RIGHT SIDE AND 10' UTILITY EASEMENT IN THE FRONT AND NOT ON THE LEFT. PLEASE CORRECT ON SURVEY. Comment: PLEASE PROVIDE ELEVATION OF CROWN OF ROAD ON THE SURVEY. STANDARD RULES FOR FINISHED FLOOR ELEVATION ARE 18" ABOVE CROWN OF ROAD. THE SITE PLAN INDICATES A FFE OF 8.30', THE 3/13/2014 SEPTIC PLAN 9.50 AND THE SURVEY 11'. THE HEIGHT OF THE BUILDING IS MEASURED FROM THE 18" ABOVE CROWN OF THE ROAD. WE ARE NOT ABLE TO CHECK IF PROPOSED SFR IS MEETING THE HEIGH REQUIREMENTS. 3/13/2014 Comment: DIMENSIONS OF RIGHT SIDE OF HOUSE ON SURVEY ARE NOT MATCHING WITH THE FOUNDATION PLAN. 3/13/2014 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECTS THE ZONING REVIEW. THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. PROPERTY INFORMATION . Address:. 3049-Nw Radcliffe Way Owner(S):. Standard Pacific Of Florida . . City / State / Zip: Saint. Lucie.County, Fl ' 34990 . Parcel-M 4425-70M046=000/9 u isdic ion: SAINIT-LDCIECOUNTY Zoning:. PUD Lot#:.. 4.1 Block: APPLICATION INFORMATION. Permit -Number: 1403-0078 q.. Stories: Automatic Sprinkler System? 'No -Permit Type:. __ BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION- . :Contractor Name:: Michael. T Collins: Fax Number:. 813=288-7610 . w . Business Name: - Standard Pacific Of Florida Op Inc Email.: Tcoll'ins@Stanpac.Com Business Addr: 405 N Reo St Ste 330 City / State/ Zip: Tampa'; FI.33609 :REVIEWS AND COMMENTS Review Tyge. Status ReViewed By " . Date Started Date Completed Date Released ADDRESSING ASSIGNMENT' COMPLETE Lydia Galbraith 3/13/2014 3/13/2014 Comment: DOCUMENTS MISSING: PENDING Angela Huff" 3/7/2014 .Comment:. RECOPDED.NOTLCE OF COMMENCEMENT . 3/12/2014 Comment: " " INDIVIDUAL VEGETATION PERMIT APPLICATION REQUIRED. PLEASE SUBMIT AS.SOON AS POSSIBLE. 3/13/2014 Comment:: _ COPY OF RECEIPT FOR PAID UTILITY{WATER).:. . 3/13/2014- Comment: MECHANICAL. SUBCONTRACTOR ON HOLD. FRONT COUNTER REVIEW COMPLETE Angela Huff: 3/7/2014 31712014: 317/2014 .... Comment:' ',PLANS' EXAMINER REVIEW INCOMPLETE Ed Roseberry3/17/2014 3/18/2014 Comment: :. . PLEASE. INCLUDE: SOILS REPORT REFERENCED IN DESIGN; COMPLIANCE AFFIDAVIT. 3/18/2014 .... .. Comment:. PLEASE INCLUDE DAMAGE. PROBABILITIES- FROM WEATHERING; FROM TABLE 301-.2.1,.ON PLAN . ., 3/1.8/20.14 . Comment: PLEASE INCLUDE DAMAGE PROBABILITIES FROM TERMITES, FROM TABLE 801.2.1, ON PLAN. 3%18/2014 Comment: PLEASE INCLUDE NOTES ON PLANS FOR ALL INTERIOR FINISHES SHOWING COMPLIANCE WITH R302.9.1; . FLAME SPREAD INDEX, AND 302.9.2, SMOKE DEVELOPED. INDEX:- 3/18/2014 Comment:. PLEASE SHOW STONE VENEER COMPLIANCE WITH R703.7.3, OR R SUBMIT PRODUCT -APPROVALS WITH . INSTALLATION SHEETS. 3/18/2014: Comment: :, FILLED CELLS SHOW #4:DOWELS WITH #5 DOWNRODS REQUIRING 24" LAPS, PLEASE:ADVISE IF7HIS IS . CORRECT, ZONING REVIEW _ INCOMPLETELydia Galbraith 3/12/20.14 . Comment:' THE PROPOSED :STRUCTURE IS: NOT:MEETINGTHE MIN. REQUIRED SETBACK OF 7.5 ON THE LEFT:SIDE: 3/13/20.14 : .. . PLEASE PROVIDE CORRECTED SURVEYS AND CORRECTED SEPTIC SITE PLAN. 3/13%2014 Comment: PROPOSED FINISHED FLOOR ELEVATION ON.THE SURVEY IS NOT. MATCHING WITH THE SEPTIC.SITE PLAN:. Comment:-ACCORDING_ZOJHEP-LAT-AND-FINAL-SITE-PLAN-THERE=1Sy -6(IO—TOGETHER-WrFH-Lf7T 42)-DRRINAGE ON . 3/13/2014 THE RIGHT SIDE AND 10' UTILITY EASEMENT IN THE FRONT AND NOT ON THE {:EFT. PLEASE CORRECT:ON SURVEY. Comment: PLEASE PROVIDE ELEVATION OF CROWN OF ROAD ON THE SURVEY. STANDARD RULES FOR FINISHED FLOOR.ELEVATION ARE.18" ABOVE CROWN OF ROAD: THE_SITE PLAN INDICATES A FFE OF 8.30', THE 3/13/2014 SEPTIC PLAN 9.50 AND THE SURVEY 11'. THE HEIGHT OF THE BUILDING IS MEASURED FROM THE 18":- AB T D N T K OS IS G IG OVE CROWN OF :HE'ROA .:WE ARE NOT ABLE -TO CHEC :IF PROPOSED SFR MEETING THE.HE H REQUIREMENTS: 3/13/2014 Comment: DIMENSIONS OF RIGHT SIDE OF HOUSE ON SURVEY ARE NOT MATCHING WITH THE FOUNDATION PLAN. Comment:: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY. REFLECTS THE ZONING REVIEW. THE PLANS 3/1.3/2014 EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. . Planning & Development Services � � TS Building ,Code Regulation Division. i� y 2300 Virginia Avenue Fort Pierce; FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 APR 1 1 2013 Page 1 PROPERTY INFORMATION Public Works St. Lucie County, FL, Address: 3049 Nw Radcliffe Way Owner(s): Standard Pacific Of Florida City / State / Zip: Saint Lucie County, FI 34990 Parcel-#: 4425--703=0046=000/9 Jurisdiction: SAINT LUCIE COUNTY Zoning: PUD Lot#: 41 Block: APPLICATION INFORMATION Permit Number: 1403-0078 Stories: Automatic Sprinkler System? No Permit Type: BUILDING RESIDENTIAL (SFR) CONTRACTOR INFORMATION Contractor Name: Michael T Collins Fax Number: 813-288-7610 Business Name: Standard Pacific Of Florida Gp Inc Business Addr: 405 N Reo St Ste 330 Email: Tcollins@Stanpac.Com City / State / Zip: Tampa, FI 33609 REVIEWS AND COMMENTS Review Tvoe Status Reviewed By Date Started Date Completed Date Released ADDRESSING ASSIGNMENT COMPLETE Lydia Galbraith 3/13/2014 3/13/2014 Comment: DOCUMENTS MISSING PENDING Angela Huff 3/12/2014 Comment: INDIVIDUAL VEGETATION PERMIT APPLICATION REQUIRED. PLEASE SUBMIT AS SOON AS POSSIBLE. 4/2114 RECEIVED AND SUBMITTED TO ERD ENVIRONMENTAL REVIEW PENDING Comment: FRONT COUNTER REVIEW COMPLETE Angela Huff 3/7/2014 3/7/2014 3/7/2014 Comment: PLANS EXAMINER ELECTRIC COMPLETE Walter Pride 3/17/2014 3/19/2014 3/19/2014 Comment: PLANS EXAMINER REVIEW COMPLETE Ed Roseberry 3/17/2014 4/1/2014 4/1/2014 Comment: ZONING REVIEW INCOMPLETE Lydia Galbraith 3/12/2014 Comment: DIMENSIONS OF RIGHT SIDE OF HOUSE ON SURVEY ARE NOT MATCHING WITH THE FOUNDATION PLAN. 3/13/2014 4/2/14 RECEIVED CORRECTED SURVEY. THE RIGHT SIDE IS CORRECT, HOWEVER THE LEFT SIDE HAS BEEN CHANGED AND IS NOW NOT MEETING WITH THE FOUNDATION AND BUILDING PLANS. �f s{e ..-c� p64- play. -A4—",t 40 zzc _MCX_ k4- I 1 -1 6z'r'Cb 5 6 19- 2 9 4 4 (oil Plant: Begin Loading: To Job: Arrive Job: Start Unload: _[ Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: Order Code LDate:----- — Project Code: Project Name: Project P.O. Number. Order P.O. Number. Ticket Date: Delivery Address: Map Page: Map/Row/Column: Delivery Instructions: Dispatcher: Ticket Number: Due Job: Slump: mber: Truck Nu, Driver Number: P,.ri'v,e[ Name: End Use: - -On .Num- LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY LIL Cash Check Auth Code: Signature of Driver Receiving Cash: Cash Received: T—T?t,,'l COD Order Amount to Collect Without Standby Charges: Check Charge Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE LI LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS. . Any water added is at customers own_ risk ,Jf_water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the, is no longer guaranteed. WARNING: Product may,cgusWskm,ancflor eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our _i4i_aS��behazardous to your safety and health_Please-nefe_rto the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handfin-61riformation, and to thematerialsafety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE:-----% within one business day after the receipt of materials. 0 68UNIVERSAL INVOICE This Delivery Ticket incorporates herein by-eference Buyer's previously executed C,,Ledit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotatic iy, and Seller's Order Confinnation (i: ig limitations of warranties), as if fully set forth on this Delivery Ticket ("Agreerua� ` . Seller will provide the Standard Terms,. Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and -items were delivered as indicated and further expressly agrees to pay .in accordance with the Agreement. t AGGREGATE / CEMENT / COANCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement; masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel., and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/I2 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en su aplicaci.on de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garantas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estdndares y condiciones detal- lados en caso de asi ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionad.os y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluven cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la cual puede contener mas de 0.025% de silicio crystallno. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la pie]. Conereto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, carte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. EI riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con ]a piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.cemexusa.com. M` . 11 Plant: Begin Loading: To Job: Arrive Job: Start Unload: - Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: /, .._ Customer Job Number: _ _ _Order.Code LDate: — — — — -.......�.t..__.—___4-4�11., _ Yt;t�t-�—, 7:4t„- i'. .!: i_I.... •.:`—�C.__ �i...�i`yt!...II.-!�'.i _ _ _ 4�TI e,Ys—�•'f.!. i1`_t-+1. i�.�l"�l Project Code: Project Name: Project P.O. Number. Order P.O. Number: r 1; { oaf ., t- .J 6x.t_..t ..-, Ticket Date: Delivery -Address: Map Page: Map/Row/Column: Delivery Instructions: Dispatcher: ii vi �,. Ticket Number: ' L': i — 7 Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: (it: r`: t'�...I.I _ I ' LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY 3 a..! ._ .. _ •_ _r �_ _. 4 li }" fii: Imo! x._`: D'C; F i= _1 P: > i. PC, 1-1 A. (7:_) '.,......+'Cx �ti�r-;' C�i'.di.' y iCjf�f�f1`•� r qL_ -IE Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash [Received: Total COD Order Amount to Collect Check Without Standby Charges: ate''' Charge % Ij A' Comments: WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk If -water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/o`r eye•irdtat on. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer-to-the-backsidb, of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the rpatedal safety dafa sheets for additionaf ihf rmation. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: `--' within one business day after the receipt of materials. 68UNIVERSAL INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotar -my, and Seller's Order Confirmation (�ng limitations of warranties), as if fully set forth on this Delivery Ticket ("Agr ").Seller will provide the Standard TeI1 Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agaves to pay in accordance with the& Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH - Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, -gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products includinstone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may co gain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep wane, at.rest, and drink large amounts of water. Fly Ash may contain trace amounts of aruno- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid .breathing dust. If exposed to dust above recommended limits.(see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 1.5 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water.. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicacion de credito); cualquier termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confinnacion del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes rnencionados y que las cantidades y materi.al.es fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contacto; al menos que se identi- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dol.omita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos .incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezela de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperature calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad• La humedad puede causar la liberation del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o quemaduras en .la nariz, garganta y pulmones. Acudir inmediatamente al. medico. El riesgo en la salud depende en la duracibn y el nivel de la exposition. Seguridad: Evite el. contacto con ojos y contacto prolongado con la piel.. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Lavese las mends con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios: polvos. Si se expone a polvos mas de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 1.5 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, ldvelos a fondo con agua. Acuda a atencion meclica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas information visita www.cemexusa.com. ��a3 �oa78 Plant: Begin Loading: To Job: Arrive Job: Start Unload. Finish Unload: Leave Job: Return Plant: T T_ Customer Code: Customer Name: Customer Job Number: -- Project Code: Project Name: Project P.O. Number. Ticket Date: Delivery Address: Delivery Instructions: Order Code / Date: Order P.O. Number. Map Page: Map/Row/Column: Dispatcher: Ticket Number: _j - . Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: '�.. LOAD CUMULATIVE ORDERED QUANTITY QUANTITY QUANTITY MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT r.. Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect ] Check Without Standby Charges: Charge i---. Comments: WATER ADDED: (%r =`GAL YARDS IN DRUM: WHEN ADDED. n i lI SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: lj SIGNATURE ❑ LOAD WAS�fESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: ;Any taw eradded is at cdstomers`o If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guar`Aeed. WARNING: PrKduct may -cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety anolhealtto✓Please- re'fer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to %ematefial.safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL ..i•i._ hi.1 ., ;./ .",.1._. _. i ;fit !`-it�f1G .. INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotat' if any, and Seller's Order Confirmation (' - .rd.ing limitations ol",warranxies)„-s if fully set forth on this Delivery Ticket ("Agr( :nt"). Seller will provide the Standard Tei and Conditions upon request. Buyer 'agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical. attention if irritation persists. CEMEX, Memorial .Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al comprador (ya previamente ejecutada en su aplicacion de credito); cualquier termino estdndar, condiciones del vendedor, propuestas del vendedor y orden de confirmacion del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los terminos estandares y condiciones detal- lados en caso de asf ser.requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el. mis.mo. Acepta pagar el .monto de acuerdo al contacto; al menos que se identi.- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, Brava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, grranito, roca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los Ojos, piel y/o en la zona respirato.ria. Polvo del manejo en el trituramiento, pulido, corte y/o perforacion puede contener materiales silicos, Los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura cdlida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Se uridad• La humedad puede causar la liberacion del amoniaco. La inhalacion del amoniaco puede causar toner, irritacion o g quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al. medico. El riesgo en la salad depende en la duracion y el nivel de la exposicion. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los Ojos y ropa Primeros adecuada Para proteccion. Ldvese ]as manos con jabon suave agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mds de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 1.5 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1.900 V7 combinado Houston, Texas 77024 02/12 Para rods informacion visita www.cemextisa.com. 5 i 9! 9 812 6 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: _ _ Order Code / Date:__ Project Code: Project Name: Project P.O. Number. Order P.O. Number. Ticket Date: Delivery Address: Map Page: Map/Row/Column: Delivery Instructions: Dispatcher: Ticket Number: Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: LOAD CUMULATIVE ORDERED MATERIAL'ODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY Cash Check # /Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments WATER ADDED: GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job,/concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O 68UNIVERSAL i::_l1 - "f!'.., iE 'iJ i'•:';:P.t ; INVOICE This Delivery Ticket incorporates herein. by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotal' jf any, and Seller's Order Confirmation 1 uding limitations of,warrarr<ics),-tas if fully set forth on this Delivery Ticket ("Agri mt"). Seller will provide the Standard Te-._-__ and Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including .limestone, dolomite, granite, volcanic rock, sand, gravel., and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable Iy SH-approved respiratory, protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner , Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemextisa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en su aplicacion de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirinacion del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estdndares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que ]as cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi- fique con una nota al frente de' este documento. AGREGADOS / CEMENTO / PRODUCTOS-DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaflilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, t, , y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y ojos, y reacci.ones alerg.icas en .la piel]. Concreto seco y polvo de agregados, pueden causar irritation en los ojos, pies y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicos, Los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad• L,a hum.edad puede causar la liberation del amoniaco. La i.nhalacion del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duration y el nivel de la exposition. Seguridad: Evite el contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Ldvese ]as mans con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos mas de Jos limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en ]a parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atencion medica inmediatamente si ]a irritacion continda. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 cumbinado Houston, Texas 77024 02/12 Para mas information visita www.cemexusa.corn. ZZEG�MGX'- 14`pp';� p� TO Plant: Begin Loading: To Job:' Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: Order Code I Date: - Project Code: Project Name: Project P.O. Number. Order P.O. Number: 7, :V T Ticket Date: Delivery Address: Map Page: Map/Row/Column: T Delivery Instructions: Dispatcher: Ticket Number: T Due On Job: slump: Truck Number: Driver Number: Driver Name: End Use: LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY r _J Cash Check #/ Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect Check Without Standby Charges: Charge Comments: WATER ADDED: GAL YARDS IN DRUM:' WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE LI LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may'cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health -Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling informatiop, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims 'shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. 68UNIVERSAL INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quotat if any, and Seller's Order Confirmation ( zding limitations of,,yarrant�es), as if fully set forth on this Delivery Ticket ("Aar( mt"). Seller will provide the Standard Ter ind Conditions upon request. Buyer agrees that, unless otherwise noted on the front hereof, all quantities and .items were delivered as indicated and further expressly agrees to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of aunmo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 15 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial .Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia at comprador (ya previamente ejecutada en su aplicacion de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y Orden de confirmaci6n del vendedor (con limitations y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser .requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y. que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at contrato; at menos que se identi- fique con una nota at frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albaiiilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de conereto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) ]a cual puede contener mds de 0.025% de silicio crystallno. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los Ojos, quemaduras en piel y Ojos, y reacciones alerg.icas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los Ojos, piel y/o en la zona respiratoria. Polvo del manejo en el trituramiento, pulido, torte y/o perforation puede contener materiales silicos, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de agua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci6n del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o quemaduras on la nariz, garganta y pulDaones. Acudir inmediatamente at medico. El riesgo en la salud depende en la duraci6n y el nivel'de la exposition. Seguridad: Evite el contacto con Ojos y contacto prolongado con ]a piel. Use guantes, protecci6n en los Ojos y ropa Primeros adecuada para protecci6n. Lavese ]as manos con jab6n suave y agua despues del manejo de materiales. Evite inhalar auxilios• polvos. Si se expone a polvos Dads de los limites recounendados, use protecci6n respiratoria. Primeros auxilios: En caso de contacto en los Ojos, inmediatamente fluya agua en la parte afectada por 15 minutes. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus Ojos, lavelos a fondo con agua. Aciuda a atenci6n medica inmediatamente si la ii-ritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston., Texas 77024 02/12 Para mds .informaci6n visita www cemexusa coon. r �hC. •`J U CCIIICX rx C'6229 U 09 Plant: Begin Loading: To Job: Arrive Job: -. 'Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: Customer Job Number: Project Code: Project Name: Project P.O. Number. •d � _ .�,. it-i t � r t_,6,-' - N _r a'.__� _ ._. Ticket Date: Delivery Address: Delivery Instructions: Order Code / Date: - - - — 7. Order P.O. Number. Map Page: Map/Row/Column: Dispatcher: Ticket Number: _ Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: r .�I..� `..',� i rt: t`�r " r,i r.J `.'i. -,/-, :. �.: ....i,..' l_•'i f"•isr ti-' F '.. -.'�. \:t. r,-.. .f:il _. •..e : •. -: .. •.: �. .�'_: i .: .ter �: ... ,'I t.i LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect ] Check Without Standby Charges: Charge Comments: �� WATERADDED: �'l-�D GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE: within one business day after the receipt of materials. O '( 68UNIVERSAL INVOICE This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's Standard Terms and Conditions, Seller's Quota" , if any, and Seller's Order Confirmation luding limitations ofwarranties), as if fully set forth on this Delivery Ticket ("Agr ent"). Seller will provide the Standard Te and Conditions upon request. Buj`tr.agrees that, unless otherwise note¢ on the front hereof, all quantities and items were delivered as indicated and further expressly agree to pay in accordance with the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLU' ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burs of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for 1.5 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega i,ncluye como referencia al comprador (ya previamente ejecutada en su aplicaci6n de credito); cualquier termino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmation del vendedor (con limitaciones y garantfas), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveerd los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo al contrato; al menos que se identi.- fique con una nota al frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales comb piedra caliza, dolomita, granito, rota volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albanilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, coca volcanica, arena, Brava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) la coal puede contener mas de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona respiratoria. Polvo del. manejo en el trituramiento, pulido, torte y/o perforaci6n puede contener materiales silicon, los cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura edlida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad: La humedad puede causar la liberaci.on del amoniaco. La inhalation del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pul.mones. Acudir inmediatamente al medico. El riesgo en la salud depende en la duraci6n y el nivel de la exposition. Seguridad: Evite el contacto con Ojos y contacto prolongado con la piel. Use guantes, protecci6n en los Ojos y ropa Primeros adecuada para protecci6n. Ldvese ]as manos con jab6n suave y agua despues del manejo de materiales. Evite .inhalar auxilios: polvos. Si se expone a polvos mds de los limites recomendados, use protection respiratoria. Primeros aux.ilios: En caso de contacto en los Ojos, inmediatamente fluya agua en la parte afectada por 1.5 minutos. Si se inhala polvo, exp6ngase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con agua. Acuda a atenci6n medica inmediatamente si la irritacion continua. CEMEX. Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combinado Houston, Texas 77024 02/12 Para mas informaci6n visita www.cemexusa.com. ZZCC_MC_X 7 8 6229729 Plant: Begin Loading: To Job: Arrive Job: Start Unload: Finish Unload: Leave Job: Return Plant: Customer Code: Customer Name: _ Customer Job Number: - — — 0""E'' -.Q 315 - t:ON._; I Ii! tC"{` {T_)I':! �?� p`.I•) I �c � t` 1 C��!�ii3R.:_..�_rt �{"fr Project Code: Project Name: Project P.O. Number. ri7-: •7 -,: r_- .t1 %_? Y ;'a ?^•-- ;=? t iI ._i._ JOBS �i 't r-+-r- • p. f•� rk -,�•3��-._ i°e�';,. �.f� T!'Iri� a.• .� `1 . rt • .�, _.. I-t_a 9tw.t.:t��.l Ticket Date: ry Address: DeliveryInstructions:}}" ' ,ra;t'S�y M ..t 1, t. �yl� Order Code /Date: Orderr. P.O. Number. Map Page: Map/Row/Column: Dispatcher. Ticket Number: ..a." i �'-'F ] t°" Due On Job: Slump: Truck Number: Driver Number: Driver Name: End Use: i r l..,ti} •3.. { ;i t �`c•—•F• S )t•"y;' �. it i rr- t O I ir_, ! IT_:+.!. irz I crt� i... �t..�!y LOAD CUMULATIVE ORDERED MATERIAL CODE PRODUCTION DESCRIPTION UOM UNIT PRICE AMOUNT QUANTITY QUANTITY QUANTITY jy., 'tl_tr)t r C':ViC" '%D 1, 0i-) ; a ,,r f -t i'TUE}__ 1„ o() :1.= s"?-2.7419 El'Y 1 Rn_ i1i:lEN T Al. ["I-3AR..GF." N 2 Fm 2:2 Cash Check # / Auth Code: Signature of Driver Receiving Cash: Cash Received: Total COD Order Amount to Collect ] Check Without Standby Charges: Charge Comments: WATER ADDED: 1 % GAL YARDS IN DRUM: WHEN ADDED. SIGNATURE CURB LINE CROSSED AT OWNER'S/AGENT'S REQUEST: SIGNATURE ❑ LOAD WAS TESTED BY: Notice: Our drivers will make every effort to place materials where the customer designates, but the SPECIAL TERMS: Any water added is at customers own risk. If water is added on job, concrete strength Company assumes no responsibility for damages inside curb or property line. Customer agrees to the is no longer guaranteed. WARNING: Product may cause skin and/or eye irritation. CAUTION: Material terms of sale and delivery and accepts concrete as is. Due to important factors which are out of our may be hazardous to your safety and health. Please refer to the backside of this ticket for important control after delivery, this Company will not accept any responsibility for the finished:results. No credit for safety handling information, and to the material safety data sheets for additional information. returned concrete. Buyers exceptions and claims shall be deemed waived unless made to us in writing AUTHORIZED SIGNATURE within one business day after the receipt of materials. r; l" 6BUNIVERSAL f°F?.r:t,' ?'RIK( :1+:?°;�: .. MS INVOICE tJ(tLi l'.!Ut�la ,a. This Delivery Ticket incorporates herein by reference Buyer's previously executed Credit Application, if any, Seller's 4,aiggrec— 1 Terms and Conditions, Seller's Qt -ion, if any, and Seller's Order Confinnat ;including limitations of warranties), j set forth on this Delivery Ticket (" ;ement"). Seller will provide the Standar� ms and Conditions upon request. Buys that, unless otherwise noted on the front hereof, all quantities and items were delivered as indicated and further expressly o pay inaccordance with 'the Agreement. AGGREGATE / CEMENT / CONCRETE PRODUCTS / FLY ASH Aggregate products are naturally occurring materials including limestone, dolomite, granite, volcanic rock, sand, gravel, and other siliceous materials. Cement products include Portland cement, masonry, pozzolan (Type IP), roof tile, and stucco. Concrete products include Portland cement and aggregate products including limestone, dolorite, granite, volcanic rock, sand, gravel, and other siliceous materials. These products, including fly ash, may contain more than 0.025% crystalline silica. Hazards: Freshly mixed wet cement and/or fly ash can cause eye irritation, skin and eye burns and allergic skin reactions. Dry concrete and aggregate dust may cause irritation to eyes, skin, and/or respiratory tract. Dust from handling, crushing, grinding, cutting and/or drilling may contain silica, which may cause silicosis and cancer if inhaled. If ingested, keep warm, at rest, and drink large amounts of water. Fly Ash may contain trace amounts of ammo- nia. Moisture can cause the ammonia to be released. Inhalation of ammonia can cause coughing and irritation or burns of the nose, throat and lungs. See physician. Health risk depends on duration and level of exposure. Safety: Avoid contact with eyes and prolonged contact with skin. Wear gloves, eye protection, and appropriate protective clothing. Wash hands thoroughly with mild soap and water after handling. Avoid breathing dust. If exposed to dust above recommended limits (see MSDS), wear suitable NIOSH-approved respiratory protection. First Aid: In case of eye contact, immediately flush eyes with flowing water for ] 5 minutes. If dust is inhaled, move to fresh air. If wet cement contacts skin, rinse thoroughly with water. Get proper medical attention if irritation persists. CEMEX, Memorial Hermann Tower 929 Gessner, Suite 1900 V7 combined Houston, Texas 77024 02/12 For more information please visit www.cemexusa.com. Este ticket de entrega incluye como referencia al. comprador (ya previamente ejecutada en su aplicacion de credito); cualquier tennino estandar, condiciones del vendedor, propuestas del vendedor y orden de confirmacion del vendedor (con limitaciones y garantias), como acuerdo total del ticket de entrega ("Contrato"). El vendedor proveera los terminos estandares y condiciones detal- lados en caso de asf ser requeridos. Con este documento, el comprador acepta los mismos ya antes mencionados y que las cantidades y materiales fueron entregados como se expresa en el mismo. Acepta pagar el monto de acuerdo at Contrato; at menos que se identi- fique con una nota a] frente de este documento. AGREGADOS / CEMENTO / PRODUCTOS DE CONCRETO / CENIZAS VOLANTES Los productos de agregados son materiales naturales como piedra caliza, dolomita, granito, roca volcanica, arena, grava y otros materiales silicios. Los productos de cemento incluyen Cemento de tipo Portland, de albahilerfa, pozzolan (tipo IP), azulejo de azotea y estuco. Los productos de concreto incluyen cemento Portland y productos de agregados como piedra caliza, dolomita, granito, roca volcanica, arena, grava, y otros materiales silicios. Estos productos incluyen cenizas volantes (fly ash) ]a coal puede contener mds de 0.025% de silicio cristalino. Peligros: Mezcla de cemento fresco y/o cenizas volantes pueden causar irritacion en los ojos, quemaduras en piel y ojos, y reacciones alergicas en la piel. Concreto seco y polvo de agregados, pueden causar irritacion en los ojos, piel y/o en la zona resp.iratoria. Polvo del manejo en el tritu.ramiento, pulido, Corte y/o perforacion puede contener materiales silicos, Jos cuales pueden causar silicosis pulmonar y cancer si son inhalados. En caso de ser ingeridos, mantenerse en temperatura calida, reposar y tomar grandes cantidades de aqua. Las cenizas volantes pueden contener amoniaco. Seguridad' La humedad puede causar la liberacion del amoniaco. La inhalacion del amoniaco puede causar toser, irritacion o quemaduras en la nariz, garganta y pulmones. Acudir .inmediatamente al medico. El riesgo en la salad depende en la duracion y el nivel de la exposicion. Seguridad: Evite el. contacto con ojos y contacto prolongado con la piel. Use guantes, proteccion en los ojos y ropa Primeros adecuada para proteccion. Ldvese las manos con jabon suave y agua despues del manejo de materiales. Evite inhalar auxilios' polvos. Si se expone a polvos mds de los limites recomendados, use proteccion respiratoria. Primeros auxilios: En caso de contacto en los ojos, inmediatamente fluya agua en la parte afectada por 15 minutos. Si se inhala polvo, expongase a aire fresco. Si el cemento fresco tiene contacto con sus ojos, lavelos a fondo con. agua. Acuda a atencion medica inmediatamente si la irritacion continua. CEMEX, Memorial Hermann Tower 929 Gessner, Suite ] 900 V7 combinado Houston, Texas 77024 02/12 Para mds information visita www.cemexusa..com. Copyright,2009, International Code Council, Inc. Reproduction by any means is prohibited. ICC is the trademark of International Code Council, Inc., and is registered in the U.S. Patent and Trademark Office. For additional forms, contact: INTERNATIONAL CODE COUNCIL, INC. PHONE 1-888-ICC-SAFE • WWW.ICCSAFE.ORG Item -No.-Ol 02PR09. CORRECTION LIST I Code No. DESCRIPTION Section -2- NOTE: Entries to this Plan Review Record that require a field check or Inspection of the installation must be coordinated with the inspection phase (R109) of the project. BUILDING PLANNING (Chapter 3) DESIGN CRITERIA [Table R301.2(1)] / Floor live load (Table R301.5) ✓ psf Roof live load (Table R301.6) psf Ground snow load — psf Basic wind speed mph Wind exposure category (R301.2.1.4) High wind design criteria applicable / (R301.2.1.1) i/ [Figure R301 SDC C&D provisions (R301.2.2) Weathering /\ -5 0) . Za Frost line depth --- Termite area Decay area Winter design temperature Ice barrier underlayment required Flood hazards �Jl FIRE-RESISTANT CONSTRUCTION (R302) Exterior walls (R302.1, Table R302.1) (R302.2) mtinuity and structural independence (R302.2.1, R302.2.4) xapets and construction (R302.2.2, R302.2.3) ROOM PLANNING REQUIREMENTS (R303 through R305) Two-family dwelling separation (R302.3) Dwelling unit penetrations (R302.4) Dwelling/garage opening/penetration protec- �n (R302.5) V Dwelling/garage fire separation (R302.6) Under -stair protection (R302.7) _ X Wall and ceiling finishes (R302.9) _Flame spread index (R302.9.1) Smoke -developed index (R302.9.2) Testing (R302.9.3, R302.9.4) insulation (R302.10) Flame spread/smoke-developed 02.10.1, R302.10.2) Cellulose loose -fill and exposed attic insulation (R302.10.3, R302.10.4) Testing (R302.10.5) t,�Fireblocking (R302.11) A---�_D ftstopping (R302.12) 4/ Combustible insulation clearance (R302.13) Area Average Minimum Natural* Use f? Width ceilin t ceilincit light Natural ventilation* Living 120 7'4" 7'-0" 5'4" 8% floor area 4% floor area Dining 70 7'-0" 7'--0" 51-0" 8% floor area 4% floor area Kitchen N.A. N.A. 7'-0" 5'-0" 8% floor area 4% floor area Bedroom 70 7�_0" r__0. 5�-0" 8% floor area 4% floor area Bathroom N.A. N.A r—O" 5'-0" 1 3 square feet 1 t/2 square feet See Sections R303.1 & R303.3 for mechanical ventilation and artificial light t 6'-8' min. at plumbing fixtures and for non -habitable basements. Required heating (R303.8) SANITATION (R306 and R307) ✓Water closet P_/Lavatory ✓ Tub or shower ✓/Kitchen area with sink ✓ Sanitary sewer (Chapter 30) rivate disposal (Appendix 0 , GLAZING ( 08) Identification (R308.1) —� ouvered windows or jalousies (R308.2) 1/ Human impact loads/hazardous locations (R308.3, R308.4) ~ Skylights and sloped glazing (R308.6) -3- BUILDING PLANNING (cont'd.) GARAGES AND CARPORTS (R309) Floor surface noncombustible; sloped floor (R309.1) �o Carport: open two sides; noncombustible floors; sloped floor (R309.2) V Automatic garage door opener (R309.4) AUTOMATIC FIRE SPRINKLER SYSTEMS (R313) Townhouses (R313.1) One- and two-family dwellings '(R313.2) SMOKE ALARMS (R314) Referenced standards (R314.1, R314.2) EMERGENCY ESCAPE AND RESCUE OPENINGS -l� Location and interconnection (R314.3) (R310 Power source (R3144) - _� Where required (R310.1) 11�Areas, height, width, operations (R3 10. 1. 1 - R310.1.4) Window wells (R310.2) Bars, grilles, covers and screens (R310.4) Under decks and porches (R310.5) MEANS OF EGRESS (R311) _ L.� General (R311.1) Egress door (R311.2) Landings at exterior doors (R311.3 - / R311.3.3) V Vertical egress (R311.4) Construction and attachment (R311.5) Hallways (R311.6) _Stairway width, headroom, walkline (R311.7.1 - R311.7.3) _Stairway treads, risers profiles (R311.7.4 - R311.7.4.3) _Stairway landings and walking surfaces (R311.7.5, R311.7.6) �andrails required (R311.7.7) _Handrail height, continuity, grip -size (R311.7.7.1- R311.7.7.3) _J�Stairway illumination (R303.6, R311.7.8) Special stairways (R311.7.9) Ramp slope, landings, handrails (R31-1.8) GUARDS f/ Required for open -sided surfaces, stairs,' ramps and landings > 30" above floor/grade (R312.1) Height - 36" (R312.2) Opening limitations (R312.3) CARBON MONOXIDE.ALARMS (R315) tf�New construction (R315.1) Existing construction (R315.2) Referenced standard (R315.3) FOAM PLASTIC (R302.8, R316) � / abeling (R316.2) V Surface burning, thermal barrier, specific approval (R316.3 - R316.7) DECAY AND TERMITE PROTECTION (R317 and R318) _Protection required (Table R301.2(1), R317.1, R318.1) Quality mark (R317.2 and R318.1.1) SITE ADDRESS (R319) Address numbers (R319.1) ACCESSIBILITY (R320) y Type B dwelling units applicable (R320.1) RS/PLATFORM LIFTS (R321) Referenced standards (R321.1- R321.3) ANT CONSTRUCTION (R322) General (R322.1) Hazard area and requirements (R301.2.4, R309.3, R322:2, R322.3) Design professional (R322.3.6) SHELTERS (R323) General and referenced standard (R323.1) FOUNDATIONS (C MATERIALS (R402) Wood foundations (R402.1) Concrete, compressive strength (R402.2) FOOTING e(�3) - 11'� a T oil bearing value (17401. , R403.1) ✓ Footing width (see page 5) Footing edge thickness = 6" minimum; footing (R403.1.1) Footings in SDC C or D (R403.1.2, R403.1.3 �nd R403.1.6.1) �/ Depth below (outside) grade = 12" minimum; but below frost line except for frost pro- tected footings.(R403.1.4, R403.1.4.1 and R403.1.4.2) —`Sill plate bolting in concretelmasonry ='1Z" di- ameter bolts, within 12" but not less than 7 bolt diameters from corner, 7" embedment (R403.1.6) Footings adjacent to slopes (R403.1.7) Frost protected shallow foundations (R403.3) Footings for precast concrete foundation (R403.4) 11 FOUNDATION WALLS (R404 - R406) Masonry foundation walls (R404.1.1) Wall height, unbalanced backfill, nominal thickness (Tables R404.1.1(1) - R404.1.1(4), R404.1.5.11 Reinforcement size and spacing [Tables R404.1.1(2) - R404.1.1(4)1 4) Concrete foundation walls (R404.1.2) Wall height, unbalanced backfill, nominal thickness [Tables R404.1.2(2) - R404.1.2(8), R404.1.5.21 Horizontal and vertical reinforcement size and spacing (Tables R404.1.2(1) - R404.1.2(8), R404.1.2.2, R404.1.2.3.71 Stay -in -place forms (R404.1.2.3.6.1) SDC C and D provisions (R404.1.2.4, Height above finished grade (R404.1.6) Sill plate size (14404.3) Precast concrete foundation walls (R404.5) Drains required if habitable or usable spaces are below grade (R405) Soil class (Table R405.1) Dampproofing if basements are below grade* (R406.1) Waterproofing if high water table* (R406.2) * If uninhabitable, see Under -Floor Space (R408) COLUMNS, (R407) _Protection from decay or corrosion (R407.1 .� and R,�4,007.2/)) ` ��rudiuraF1'�q risrnFnts (R407.3) Anchorage (R407.3) Wood columns (minimum 4" square) (R407.3) Steel columns minimum 3" diameter, Sched- ule 40 pipe) (R407.3) TABLE R403.1 UM WIDTH OF CONCRETE PRECAST OR MASONRY FOOTINGS (inches? MINIM LOAD -BEARING VALUE OF SOIL s 1,500 2,000 3,000 > 4,000 conventional li ht frame construction 1 -story 12 12 12 12 2-story 15 12 12 12 3-story 23 17 12 12 flinch brick veneer over light frame or 8-Inch hollow concrete mason I -story 12 12 12 12 2-story 21 16 12 12 3-story 32 24 16 12 8-inch solid or If [IV grouted masonry I -story 16 12 12 12 2-story 29 21 14 12 3-story 42 32 21 16 For SI: 1 inch = 25.4 mm, 1 pound per square foot = 0.0479 kPa a. Where minimum footing width is 12 Inches, a single wythe of solid or fully grouted 12—inch nominal concrete masonry units is permitted. -5- UND R-FLOOR SPACE (R408) Ventilation (R408.1 and R408.2) Unvented crawl space (R408.3) Access (R408.4) FOUNDATIONS (cont'd.) FLOORS (Chapter 5) WOOD JOISTS AND GIRDERS (R502) �ecies and grade (R502.1) Joists — Sleeping areas, LL = 30 psf [Table R502.3.1(1)] Joists — Nonsleeping areas, LL = 40 psf [Table R502.3.1(2)] Cantilevered joists (Tables R502.3.3(1) and R502.3.3(2)] Girder spans and header spans for exterior bearing walls [Table R502.5(1)] Girder spans and header spans for interior bearing walls [Table R502.5(2)] Joists under bearing partitions (R502.4) Bearing (1.5" minimum on wood or metal; 3" on masonry or concrete) and lapped joists (3") (R502.6, R502.6.1) Lateral restraint and bridging (R502.7, R502.7.1) Drilling and notching (R502.8) Fastening (R502.9) Framing of openings (R502.10) _Jltf!!�­Wood trusses (R502.11) _Je�Draftstopping (R502.12) LUMBER FLOOR SHEATHING (R503.1) _Allowable span (Table R503.1) End joints (R503.1.1) WOOD STRUCTURAL PANEL SHEATHING (R503.2) —Grade (R503.2.1) Thickness (R503.2.1) _ Allowable spans (Tables R503.2.1.1(1) and R503.2.1.1(2)] Installation [Table 602.3(1)] Removal of debris (R408.5) Finished grade (R408.6) Flood resistance (R408.7) UNDERLAYMENT (R503.3) Grade (R503.3.1) Thickness (R503.3.2) Installation 17able R602.3(1)] FLOORS (ON GROUND) (R504) Base course: 4" thick with maximum 1/4' gravel or'/Z ` crushed stone (R504.2.1) Moisture barrier: placed over base course (R504.2.2) Materials (R504.3) FLOOR FRAMING (R505) Cold -formed steel; applicability limits; in -line framing (R505.1) Structural framing (R505.2) Material (R505.2.1) Identification (R505.2.2) Corrosion protection (R505.2.3) Fastening (R505.2.4) Floor construction (R505.3) CONCRETE FLOORS (ON GROUND) (R506) Thickness: 31/2" minimum; Concrete strength 506.1) Support: prepared subgrade; maximum earth fill = 8"; maximum sand or gravel fill = 24" �506.2. L /Base coursrs e: 4"graded with 2" maximum / aggregate (R506.2.2) , tl/Re por retarder (R506.2.3) inforcement support (R506.2.4) 0 r WALL CONSTRUCTION (Chapter 6) GENERAL (R601) aterial (R603.2.1) _Je�Design (R601.2) dentification (R603.2.2) V Component and cladding wind loads Xorrosion protection (R603.2.3) [Table R301.2(2)] Fastening (R603.2.4) Vapor retarders (R601.3) Wall construction (R603.3 - R603.5) WOOD CONSTRUCTION (R602) Headers (R603.6) construction-[F-igures-R602-3(4)-and Studs, tracks and structural sheathing _ R602.3(2)J - (R603.7 - R603.9) y//grade (R602.2) SHEATHI (R604 and R605) !/ terior walls (R602.3) Wood structuralpanels (R604) �tud spacing [R602.3.1, Table R602.3(5)J t/ I rior load -bearing walls (R602.4) Interior nonbearing walls: 2" x 3" at 24" o.c. r 2" x 4" flat at 16" o.c. (R602.5) filling and notching — studs (R602.6) Dr v illing and notching —top plate (R602.6.1) Headers [Tables R502.5(1), R502.5(2), R602.7.2 and Figure R602.7.2] ireblocking (R602.8, R302.11) ripple walls (R602.9) Wall bracing, braced wall lines, lengths, connections, support and joints (R602.10, R602.10.1, R602.10.3, R602.10.6 - cing based on wind speed (Table R602.10.1.2(1)J Bracing based on SDC [Table R602.10.1.2(2)] Intermittent bracing methods (R602.10.2, Table R602.10.2) Continuous sheathing (R602.10.4, R602.10.5) Bracing for SDC C and D (R602.10.1..4.1, R602.10.1.5, R602.111 Wall bracing for stone and masonry veneer (R602.12) STEEL WAL FRAMING (R603) General (R603.1) V/Structural framing (R603.2) f/ Particleboard (R605) MASONRY CONSTRUCTION (R606 - R610) VGeneral design (R606) �-' SDC C and D (R606.12) Unit masonry (R607) ✓ Multiple wythe masonry (R608) Grouted masonry (R609) i- Glass unit masonry (R610) EXTERIOR CONCRETE WALL CONSTRUCTION (R611) Applicability (R611.2) Concrete wall systems (R611.3) Stay -in -place forms (R611.4) Materials, construction details (R611.5 - R611.10) EXTERIOR WINDOWS & DOORS (R612) _General; window sills; performance; testing and labeling (R612) STRUCTURAL INSULATED PANEL WALL CONSTRUCTION (R613) Applicability (R613.2) Materials (R613.3) Wall panels, construction details fR613.4 - R613.10) -7- r INTERIOR WALL COVERING (R702) -' Plaster material (R702.2) WALL COVERING (Chapter 7) Plaster support (R702.2.3) Gypsum board material (R702.3.1) Gypsum board support application and Wood shakes and shingles (R703.5) Exterior plaster (R703.6) _< Stone & masonry veneer (R703.7 & Figure R703.7); Steel angle lintels-4" minimum bearing each end (R703.7.3) fastening (R702.3.2 - R702.3.8) /V� Veneer ties: #9 U.S. gage wire or #22 U.S. gage by 7/13" corrugated metal; 24" o.c. Cefamiatile_(R702,_4) maximum-hodzontarspacin�T square feet maximum area supported (wind-> 30 psf - _ Other finishes (R702.5 and R702.6) and SDC C or D, maximum area = 2 square EXR WALL COVERING (R703) feet) (R703.7.4.1). 7Water-resistive barrier (R703.2) ', Flashing (R703.7.5 and R703.8) Wood siding (R703.3) Attachment and minimum thickness (Table R703.4) Exterior insulation and finish systems (R703.9) Fiber cement siding (R703.10) Vinyl siding (R703.11) ROOF -CEILING CONSTRUCTION (Chapter 8) GENERAL (R801) Design (R801.2 and R801.3) `___'- Component and cladding wind loads.(Tab/e R301.2(2)] ROOF FRAMING (R802) Fire -retardant -treated wood (R802.1.3) Framing details (R802.3) Rafter tie (R802.3.1) Collar ties (4' o.c., in upper third of attic) (R802.3.1) Purlins (2" x 4" at 4' o.c. minimum) (Figure R802.5.1, R802.5.1) Bearing (R802.6) Cutting and notching (R802.7) Engineered wood products (R802.7.2) Lateral support and bridging (R802.8) Framing of openings (R802.9) Wood trusses (R802.10) T Roof tie -down (R802.11) ' CEILING JOISTS [Tables R802.4(1), R802.4(2)] Without attic storage, LL = 10psf With attic storage LL = 20psf Spacing Species Grade Span Size [Tables R802.5.1(1) - R802.5.1(8)] Ground snow load/LL = 20psf Controlling design (LL or snow) Ceiling not attached/ceiling attached Spacing Species Grade Span Size Hc/HR; Adjustment factor RT,Ith'lckness. HING (R803.2) ade 5;--,: RTW allowable stresses/grading �Inste wable spans [Table R503.2.1.1(1)] l (R803.2.3) -8- ' W CHIMNEYS AND FIREPLACES (cont'd.) Changes in dimension (R1003.6) Additional load (R1003.8) Termination (R1003.9) Spark arrestors (R1003.9.1) Wall thickness; >_ 4" (R1003.10) Flue lining - material/installation and-04003a2) - - - Multiple flues (R1 .13) FACTORY BUILT -CHIMNEYS (R1005) Flue area pliance) (R1003.14) Listed and labeled (R1005.1) FI area (masonry fireplace) (R1003.15) Installation (R1005.3 and R1005.4) Inlet (R1003.16) EXTERIOR AIR SUPPLY (R1006) Cleanout opening (R1003.17) Intake size (R1006.2, R1006.4) ENERGY EFFICIENCY* (Chapter 11) 1/ Compliance; material and equipment !/ Building envelope (N1102) (N1101.2, N1101.3) Mechanical systems (N1103) Climate zone (Table N1101.2) *See energy cgnservation plan review record MECHANICAL (Chapters 12-23) 11 Appliance labeling (M130Z M1303) Appliance access (101305, M1401) Appliance installation (M1307) Heating and cooling equipment; heating and cooling load calculations (Chapter 14) Exhaust systems (Chapter 15) Duct systems (Chapter 16) Combustion air (Chapter 17) Application (G2401.1) General regulations (G2404) Appliance location (G2406) Air requirements (G2407) Installation (G2408) Chimney clearance (R1003 - Fireblocking 19) C ' y crickets (R1003.20) ORY BUILT FIREPLACES (R1004) Listed and labeled (R1004.1) Installation (R1004.2) Chimney and vent location and terminations (Chapter 10 and Chapter 18) Special fuel -burning equipment (Chapter 19) Boilers/water heaters (Chapter 20) Hydronic piping (Chapter 21) Special piping and storage systems (Chapter 22) Solar systems (Chapter 23) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) FUEL GAS (Chapter 24) Clearances (G2409) Electrical and electrical bonding (G2410, G2411) Pipe sizing (G2413) Piping materials (G2414) -10- _ +r FUEL GAS (cont'd) Piping installation (G2415 and G2419) Venting (G2426 - G2429) Piping support (G2418 and G2424) Misc appliances (G2423, G2425, G2430 - G2453) Valves, controls, connections (G2420, G2421 and G2422) PLUMBING (Chapters 25-33) Water service location and depth (P2603, Sanitary and storm sewer location and depth (P2603, P2604) Piping support (Table P2605.1) Listed plastic materials (P2608) Plumbing fixtures (Chapter 27) Water heater size and location (Chapter 28) Water supply and distribution system design and calculations (Chapter 29) Dwelling unit fire sprinkler systems (P2904) NFPA 13D system (P2904.1) Temperature rating (P2904.2.1, P2904.2.2) Freezing protection (P2904.2.3) Sprinkler coverage Piping materials (P2904.3) Flow rates (P2904.4.1, P2904.4.2) Water supply capacity (P2904.5.2) Pipe sizing (P2904.6) Drain, waste and vent pipe sizing and riser diagram (P3004, P3005, Chapter 31) Sumps and ejectors (P3007) Backwater valves (P3008) Fixture traps (P3201) Storm -drainage (Chapter33) Penetrations of fire -resistance rated assem- blies (R302.4, R302.5) ELECTRICAL (Chapters 34-43) Penetrations of fire -resistance rated assem- Wiring methods (Chapter 38) blies (E3402.2) Required lighting and receptacle outlets Listed and labeled materials (E3403) (E3901, E3903) Service equipment and location (E3405, Ground -fault and arc -fault circuit -interrupter E3601, E3606) protection (E3902) Service size and load calculations (E3602) Devices and lighting fixtures (Chapter 40) Available fault current (E3606) System grounding (E3607) Required branch circuits (E3703) Feeder requirements and load calculations (E3704) Appliance installation (Chapter 41) Swimming pools (Chapter 42) Class 2 remote -control, signaling and power -lim- ited circuits (Chapter 43) MANUFACTURED HOUSING USED AS DWELLINGS (Appendix E) Provisions adopted (R102.5) Compliance with Appendix E verified -11- RADON CONTROL MEASURES (Appendix F) Provisions adopted (R102.5) Compliance with Appendix F,verified SWIMMING POOLS, SPAS AND HOT TUBS (Appendix G) Provisions adopted (R102.5) Compliance with Appendix G verified PA'f 10-COVERS-(impend ix 1#) Provisions adopted (R102.5) Compliance with Appendix H verified PRIVATE SEWAGE DISPOSAL (Appendix 1) Provisions adopted (R102.5) Compliance with Appendix I verified EXISTING BUILDINGS AND STRUCTURES (Appendix J) Provisions adopted (R102.5) Compliance with Appendix J verified SOUND TRANSMISSION (Appendix K) Provisions adopted (R102.5) Compliance with Appendix K verified HOME DAY CARE-11-3 OCCUPANCY (Appendix M) Provisions adopted (R102.5) Compliance with Appendix M verified -12- '{ Pre -Construction X► to SON -vices Termite Treatment 7670 Okeechobee Blvd., West Palm Beach, FI. 33411 Phone: 1-800-285-7378 Fax: 561-684-0122 Property Information _Treatment.Dat_e Time Lot LU Block L L)O—( 14 Subdivision Name 5ojL1 NW Street Address (If known) FA 3ff?D City State Zip Owner's Name (If known) Builder/Contractor Name of Builder Shell Contractor Construction Type onolithic ❑Floating/Stemwall ❑Patio MEntry ❑Driveway ❑Other: Product/Treatment Information Treatment Type: LU nderslab ❑ Wood Treatment Product: ,❑3 Dissodiium Octaborate C141i idacloprid ❑ Permethrin Concentration ti S Square Feet Treated I? 7 ❑ Patio/Driveway/Entry ❑ Final ❑ Bait System ❑ Other ❑ Cypermethrin ❑ Bifenthrin ❑ Other: Mixed Product Applied 3 Linear Feet Treated ❑ If this box is checked, then Final Perimeter treatment has been completed and the following statement is applicable: Certificate of Compliance: This building has received a complete treatment for the prevention of subterranean termites. This treatment is in accordance with the laws and rules establishe by the Florida Department of Agriculture and Consumer Services. Applicator's Name (please print) plicator's Signature HES-TE019 06/13 Hulett Envir ntal Services© 2013 3 70-�� Pre -Construction V Hui Termite Treatment ser•viccs 7670 Okeechobee Blvd., West Palm Beach, F1. 33411 Phone: 1-800-285-7378 Fax: 561-684-0122 ab� Treatment Date I kag Time Lot Block Riu, Cr Subdivision Name 3o� 49 N Street Address (If known) N•� � FI 34gl(-)- City t State Zip Owner's Name (If known) Builder/Contractor Name of Builder Shell Contractor Construction Type onolithic ❑Floating/Stemwall ❑Patio ❑Entry ❑Driveway ❑Other: Product/Treatment Information Treatment Type: ❑ Underslab ❑ Wood Treatment Product: ❑.. Dii ipum Octaborate I� Imidaclo rid ❑ Permethrin Concentration , O6- ❑ Patio/Driveway/Entry Winal ❑ Bait System ❑ Other ❑ Cypermethrin ❑ Bifenthrin ❑ Other: Mixed Product Applied 210 G'AL Square Feet Treated Linear Feet Treated a o 1 I Ulf this box is checked, then Final Perimeter treatment has been completed and the following statement is applicable: Certificate of Compliance: This building has received a complete treatment for the prevention of subterranean termites. This treatment is in accordance with the laws and rules established by the Florida Department of Agriculture and Consumer Services. K)'ZI ��?_ i �, � �,nbn LZ�� - Applicator's Name (please print) Applicator's ature HES-TE019 09/12 Hulett EQvironmen eMcesO 2012 i I f. Utz INSIQLATION INSTALLATION CERTIFICATE Gale Insulation BUILDER: ' JOB'ADDRESS: 3pk•c ,v w- PERMIT #: I '1 o 3- c) 0 78 LOTBLOCK: q 1 The undersigned hereby certifies that insulation has been installed in the above described property as follows: I. Exterior CBS walls has been insulated with. re -A" ye 49 t to a thickness of . 7 s inches,"which according to P" - F0, I Co »,.K&/" will yield an W' value of'I.- Exterior frame walls has been insulated with to a thickness of inel�es, . which according to will yield an "R7 value of 2. Ceilings (flat) has been insulated with 'becv. �p ss a to a #hhckness of 1 'X itiches; Vvhich according to putkA Co cn, •s will yield an "R" value of 3 Ceilings (vaulted) has been insulated with to a thickness of inches, which . according to. will yield an "R" value of 3. Interior knee wafts has .been insulated with to a thickness of incite;;; vvhic'h according to will yield an "R" value of 4. Garage Partition -walls adjacent to. conditioned living space has been insulated withss, .ta, thickness of 3 • S inches, which according to (rk, �,,, s C�, r. Al �u, will yield- an "R" value of l / General Contractor/Builder Signature ..'rH AFfIAN1. LJ[1�10 %.Et_ IS. PERSONALLY KNO Notary Public, State of Florida :... FT , Insulation Contractors Sgnatum License # CGCIS 12179 RECEIVED SFP .09 ^� ME Swan to -'and- Subscribed before me this relay. I JENNIFER SWEET . Notary Public - State of Florida �Pc My Comm. Expires Jan 29, 2017 ° K"p"W� Commission * EE 869683 - 3601-A cgoii RIQA"DS PARKWAY• * FT. PIERCE,. FL 3:4945 i (772) 4654191V RO.BEAGH (772)-589AS- 14 • STUART(77.2)•283-3151 TOLL WEE 1966) 619-8456 o' FAX (77.2) 489=6.7`S8 JOSEPH E. SMITH, CLEn" 1F THE CIRCUIT COURT - SAINT LUCIE CCTmp FILE # 3932344 OR B ?3610 PAGE 1904, Recorded 03/07/2014, 01:25 PM Permit No. NOTICE OF COMMENCEMENT Tax Folio No. 4425-703-0046-000-9 State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): Riverbend (PB 67-361 3049 NW Radcliffe Way Palm City FL 34990 Lot_ 41 General description of Improvement: New Construction-SFR and or Pool Owner Information or Lessee information if the Lessee contracted for the improvement: Name Standard Pacific of Florida Address 825 Coral Ridge Drive, Coral Springs F1 33071 Interest in property. Name and address of fee simple titleholder (if different from Owner listed above): Contractor's Name: Standard Pacific of Florida Contractor Address: 825 Coral Ridge Drive, coral springs Fl 33071 Phone Number: 954-575-2524 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Phone Number: Lender's address: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 17 3.13(1) (a)7., Florida Statutes: Name: RobertSmithwick Phone Number: 954-594-0387 Address: 825 Coral Ridge Drive Coral Soringa FI 33071 in addition to himself or herself, Owner designates Lienor's Notice as provided in Section 7t.3.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART t, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE COMMENCEMENT. Under penalty re a declat I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowle ge a i (Signature wner or Lessee, or Owners e s Authorized Officer/Director/Partner/Manager Robert Smithwick- VP %aiisum—ys nqe/vrnce) - The foregoing instrument was acknowledged before me this 2-1 day of FK 20 13, By. Robert Smithwick as _ Officer for Standard Pacific of FloridaName of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed DENISE BROWN i Personally known X or produced Identification (Signature of Notary Public- State of Florid ` :h MY COMMISSION EE 0(Xu40 (Prn[,Type, orStamp CommissionedNam �R IRES:November4,20i4 Vond?dtnmNoeryPbmisunCunvReJ Type of identification produced STATE Rf FLORWA ST. LWK- CtDINITY TN,137 N TO CERTIFY "FUT TKIIS ii A TP1LICEM,VCGarsfv' C£�"YOFiE�i= GRIGIML. Fp 5.^ i I I' i,)LCp7 Fate: d - NOTICE OF COMMENCEMENT Permit No. Tax Folio No. 4425-703-0046-000-9 State of Florida County of St. Lucie The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): Riverbend (PB 67-36) 3049 NW Radcliffe Way, Palm City FL 34990 Lot 41 -11 o T en c. 0.r�cn General description of improvement: New Construction-SFR and or Pool OT C m 0 0 - _ c,Nnm Owner information or Lessee information if the Lessee contracted for the improvement: - _- — C. rn rn Name Standard Pacific of Florida o-oo n Address 825 Coral Ridge Drive, Coral Springs Fl 33071 �Do0-i o n';aa Interest in property: <o o -1 Name and address of fee simple titleholder (if different from Owner listed above): t ' R M O � CS Q V 0 N n Contractor's Name: Standard Pacific of Florida Contractor Address: 825 Coral Ridge Drive, Coral Springs Fl 33071 Phone Number: 954-575-2524 { m c n -o Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ A Z Name and address: Phone number: _+ n 0 Lender Name: Phone Number: c Lender's address: q Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Secth- 713.13(1) (a)7., Florida Statutes: Name: Robert Smithwick Phone Number: 954-594-0387 Address: 825 Coral Ridge Drive, Coral Springs FI 33071 In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive a copy of the Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOei COMMENCEMENT. Under penalty o clare at I have read the foregoing notice of commencement and that the facts stated therein are true to the best of my knowle ge a 2 re oPOwner or Lessee, or 0wner's`ortes5eie—s Authorized Officer/Director/Partner/Manager Robert Smithwick- VP (Signatory's Title/Office) The foregoing instrument was acknowledged before me this 21"1 day of ��� , 20 13 By Robert Smithwick as Officer for Standard Pacific of Florida Name of Person Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed ".. DENISE BROWN .' P� Personally known X or produced Identification (Signature of Notary Public - State of Florid =4 = MY COMMISSION # EEOV)u40 (Print, Type, or Stamp Commissioned Nam - IRES: November4, 2014 Type �ott ihruNotaryPWICundewters K T eofIdentification produced poersr CITY OF PORT ST. LUCIE �°`UTILITY SYSTEMS DEPARTMENT u = m 900 SE Ogden Lane Port St. Lucie, FL 34983 ORID®' (772) 873-6400 — TDD Accessible (772) 871-7615 — FAX A City for AU Ages" Culpepper & Terpening, Inc. Patrick J. Ferland, P.E. 2980 South 25th Street Ft. Pierce, Florida 34981 Re: Stuart Property Holdings, Ltd. — 53 acre parcel Water and Sewer Availability Dear Mr. Ferland: Jesus A. Merejo, Director via t-man Original to follow via US mail Regarding your request; this is to confirm that the referenced project is within the City of Port St. Lucie Utility Systems Department service area. A public water main, a public reclaimed water and a public sewer line are not adjacent to the above property. Please be advised that water and sewer system extensions may be required to serve the property. This should not be construed as a commitment to provide service until approvals by all regulatory agencies have been obtained; construction plans are approved; a Service Agreement has been fully executed; and all applicable fees have been paid to the City of Port St. Lucie Utility Systems Department. Should you have any questions or require additional information, please feel free to contact our office by calling 772-873-6400. Sincerely, L ney Southe , PE Utility Engin ring Manager c: Jesus Merejo, Director Lisa Campbell File: 5163 PLANNING & DEVELOPMENT SERVICES DIVISION BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Ave Fort Pierce, FL 34982 BUILDING PERMIT SUB -CONTRACTOR SUMMARY Standard Pacific Homes will be using the following sub -contractors for the (Company/Individual Name) project located at 3049 NW Radcliffe Way 4425-703-0046-000-9 Lot 41 (Street address or Property Tax ID #) It is understood that if there is any change of status regarding the participation of any of the sub -contractors listed below, I will immediately advise the Building and Zoning Department of St. Lucie County. Trade Name of Company/Contractor St. Lucie County/ State of Florida License Number Electrical AC Quality Electric -Gary R. Evans EC13004128 Specialized Home Electronics, Inc -Dwayne Dia 92-CLVB-338-X Plumbing Ridgeway Plumbing CFC019077 Gary Kozan HVAC/ Engineered Air CAC045860 Mechanical Dennis A. Duff Roofing CJM Roofing CCC1327323 Stephen Mallek Gas NA OFFICE USE ONLY: PERMIT y ISSUE DATE: NUMBER: 1�®�` o -1 0 PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida_ Certification Number (Happlicable). EC13 0 04128 AC Quality Electric have agreed to be the (Company Name/Individual Name) Electrical sub -contractor for Standard Pacific (Type of Trade) (Primary Contractor) for the project located at 3049 Nl Ind 2odcl Lfrm Wg- J (Project Street Address or Property Tax ID # It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Cj^� Gary R. Evans SIG TURE PRINT NAME DATE Business Name: Address: City/State/Zip: Phone: AC Quality Electric 2307 NW 115 Ave Coral Springs, F1 33065 954-294-0101 email: al@acqualityelectric.com OFFICE USE ONLY: PERMIT # ISSUE DATE V\� CFl I - PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION.► aa jn^'1' BUILDING PERMIT jw,yyyvv�yggrr L` 11 �� :Sri SUB -CONTRACTOR AGREEMENT St. —Lucie County-ContractorEertification-Numbe . State of Florida Certification Number (If applicable): Engineered Air (Company Name/Individual Name) HVAC (Type of Trade) CAC045860 sub -contractor for have agreed to be the Standard Pacific (Primary Contractor) for the project located at 3C)45 NCI KPAC 9fe' loll (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) Dennis A. Duff SI ATURE PRINT NAME Business Name: Engineered Air 1)i 3 DATE" Address: 2520 N. Andrews Ave Ext City/State/zip: Pompano Beach, FL 33064 Phone: 954-449-1600 email: chrisw(aD_engineeredairlc.com OFFICE USE ONLY: PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St —Lucie County-Contractor-C-ertification Number• State of Florida Certification Number (If applicable): CFC019077 Ridgeway Plumbing (Company Name/Individual Name) Plumbing (Type of Trade) have agreed to be the sub -contractor for Standard Pacific (Primary Contractor) for the project located at 304-C, N W I�e-4 c I %e !J (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED SIGNA ttusinesT,Name: Address: City/State/Zip: Phone: Gary Kozan PRINT NAME Ridgeway Plumbing 640 Industrial Ave Boynton Beach, Fl 33426 561-732-3176 OFFICE USE ONLY: 09/19/2013 DATE email: kathy@ridgewayplumbing.com PERMIT # ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERIYIIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: Zi3(o(o3 State of Florida Certification Number (lfapplicabie): CCC1327323 CJM Roofing have agreed to be the (Company Name/Individual Name) Roof ing (Type of Trade) sub -contractor for Standard Pacific (Primary Contractor) for the project located at 3 c ` ci tq tni I ad c(; 4T--e W, (Project Street Address or Property Tax ID #) I It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED Stephen Mallek 10/7/13 SIGNATURE PRINT NAME DATE Business Name: CJM Rooflna Address: 4365 Okeechobee Blvd. City/State/Zip: WPB, FL 33409 Phone: 561-722-5988 OFFICE USE ONLY: email: tammy@cjmroofing@gmail.com PERMIT 0 ISSUE DATE PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION BUILDING PERMIT SUB -CONTRACTOR AGREEMENT St. Lucie County Contractor Certification Number: State of Florida Certification Number (If applicable): Specialized Home Electronics, Inc. (Company Name/Individual Name) Low Voltage sub -contractor for (Type of Trade) have agreed to be the Standard Pacific (Primary Contractor) for the project located at 304 ci 1 t w Raj c[, l�1GtU (Project Street Address or Property Tax ID #) It is understood that, if there is any change of status regarding our participation with the above mentioned project, I will immediately advise the Building and Zoning Department of St. Lucie County by personally filing a Change of Contractor notice. (Form: SLCCDV No. 004-00) BUSINESS QUALIFIER (Name of the Individual shown on the Contractor's License) ORIGINAL SIGNATURES ARE REQUIRED S G URE PRINT NAME DATE Business Name: Specialized Home Electronics, Inc Address: 12940 SW 128th Street City/State/Zip: Phone: Miami, FL 33186 305-255-4466 email: rbarker@shealarms.com OFFICE USE ONLY: PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, 3049 NW Radcliffe Way Palm City, F1 34490 Lot 41 (Parcel Id#/Legal description/Address) 4 4 2 5- 7 0 3- 0 0 4 6- 0 0 0- 9 for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Robert S hwick Property e e (Ple Print) 2/26/14 Pr erty' er Signature Date STATE OF FLORIDA, COUNTY OF Broward ACKNOWLEDGED BEFORE ME THIS BY Robert Smithwick PRODUCED SIGNATURE OF NOTARY PUBLIC COMMISSION NUMBER DAY OF 20 14 WHO IS PERSONALLY KNOWN TO ME _ OR WHO HAS AS IDENTIFICATION. Denise Brown TYPE OR PRINT NOTARY it A DENISE BROD006640t� io ,I ) k. MY COMMISSION # EXPIRES. NovembBonded I hru Notary Publi SLCPDSD Revised 08/24/2010 BOARD OF COUNTY COMMISSIONERS December 18, 2012 Patrick J. Ferland, P.E. Culpepper & Terpening, Inc. 980 South-25tl' Street — Fort Pierce, FL 34981 RE: Application for Stormwater Permit: Riverbend Dear Mr. Ferland: PUBLIC WORKS DEPARTMENT Water Quality Division We have reviewed the plans, calculations and received the stormwater fee for the above referenced project. The Stormwater Permit Application for the above referenced project is hereby approved subject to the following conditions: Upon completion of the project and prior to requesting a Final Paving and Drainage Inspection, please submit three (3) copies of signed and sealed record plans with a signed and sealed letter of completion from the project engineer. The plans must depict at a minimum the location and finished grades of all buildings and paving, critical spot elevations, pavement markings, traffic signage, the location, type, size, material and inverts of all drainage structures and the location of any stormwater management facilities. Please be advised, operators of construction activities that propose to clear, excavate or fill 1.0 acre of land or more over the life of the project are required to obtain coverage under the Florida Department of Environmental Protection's National Pollutant Discharge Elimination System "Generic Permit for Stormwater Discharge from Large and Small Construction Activities" and a St. Lucie County Vegetation Removal Permit prior to any construction activity on site. A copy of the Notice of Intent to file for coverage under this permit must be Submitted to this office as required to discharge to the County's Municipal Separate Storm Sewer System (MS4). A Stormwater Pollution Prevention Plan must be developed and implemented to be ill compliance with the permit. Elements of a SWPPP include Best Management Practices that will be utilized to minimize soil erosion and sedimentation from degrading the water quality of downstream water bodies. For more information, please contact the FDEP NPDES Stormwater Section and refer to section 1-7.7 of the Code of Ordinances of St. Lucie County, Florida. 1 If you have any questions or concerns regarding this matter, please do not hesitate to contact me directly at (772) 462-2719. Sincerely, Michael Halter, P.E. Storm Water Engineer cc: file H:\Stomtwater Permits\ Riverbend .doc D U= Culpepper& TPr� f,; w;ii: �-� Cl IRIS D!_ADOVSKY, District No. I • TOD MOWERY, District No. 2 • PAULA A, LEWIS, District No. 3 • FRANNIE HUTCHINSON, District No. 4 • KIM JOHNSON, District No-5 Faye W. Outlaw, MPA, County Administrator, ICMA-CM 2300 Virginia Avenue - Fort Pierce, FL. 34982-5652 - Phone (772) 462-2511 - Fax (772) 462-2363 website: www.stlucieco.org VEGETATION REMOVAL PERMIT AM -ENDED Permit#:20121219 Fee: $4,700.00 (already paid) Date Issued: 2/6/13 Property Owner: Standard Pacific of Florida, a Florida General Partnership c/o Michael DeBock Date Expires: Upon completion of work, or 2/6/14, whichever occurs first. Contractor: TBD*(see disclosure statement on page 4 of application form) Parcel ID#: -4425=343-0002=0005 --4425-341-0001=0002, 4425-313'0003=0009 Project Location: :_.2900_Turnabout Lane Property Size: 53:81 'acres Proiect Description: Applicant `requests vegetation `removal for construction �of47 ;lot ,single family subdivision per;Resolt tion �No:_ 12-1.20..and nature trail .(as shown"on attached :plans). Field Notes: 1. HABITAT a. Uplands " Pme flatwoods (14.9 ;ages) Sand 'live oak .(9;8 acres) lJpland scrub, pine and -hardwoods (8-1 acres)disturped lands. (15.7 acres) b: Wetlands: Bayswam 3 acres)�Freshwoter.marsl ,(0.7. acres) Wet prairie (0.1 acres) =all wetlands onsite to be preserved . - 2. WILDLIFE:.42 Gopher -tortoises (permitted for.relocation.per.FWCC,Permit No. GTC-12- 00144 3. SIGNIFICANT ARCHAEOLOGICAL OR HISTORIC FINDINGS: None identified. Permit #20121219 Authorizes_ the following: According to St. Lucie County Land Development Regulations (Chapter 6.00.04) this project qualifies for a Vegetation Removal Permit. The following vegetation has been identified for removal: Phase I — Limited clearing for access to remove gopher tortoises and install protective barricades only. Clearing shall be limited to a path not to exceed ten feet in width. Preserve areas shall be clearly marked with flagging prior to any clearing activities. No clearing within the designated preserve areas is permitted. Phase II- Clearing of lots and roadways per the approved site plan. No clearing within the designated preserve areas is permitted exempt nature trail as shown on attached exhibit. Specific Permit Conditions: The property has native vegetation not authorized for removal. Areas outside of the development footprint outlined in: 1 through 5 above shall be considered preservation/protection areas (Land Development Code Section 6.00.05.A.2). A conspicuous protective. barrier shall be placed and maintained around . the perimeter of protected area(s) of vegetation to form a continuous boundary., as specified in the General Conditions of Issuance section. General Conditions of Issuance: • T-he following —minimum —standards forvegefation--protection shall be applied to areas of vegetation designated to be preserved: ■ At a minimum distance ofeither ten (10) feet from the edge of groups of protected vegetation or from the radius of the dripline from all protected trees, whichever is greater; ■ Protective barriers or protective designations shall remain in place until removal is authorized by SLC ERD, or until issuance of a certificate of occupancy; ■ In the event that any protective barriers are removed or altered and clearing activities are conducted within an area identified for preserve, SLC ERD is authorized to direct that all land clearing and site alteration work at the site be stopped until the barriers are restored and any necessary corrective actions taken to repair or replant any vegetation removed or damaged as a"result of these, encroachments.. , • The preserve ,areas -and tree -preservation areas-thall'be maintained in""their natural. state, so as not to alter-the�water and oxygen content.:of the soil and_ 'impairAs-function; • No grade cliariges-orexcavation'of a'nysort-r ay be made within the -barricaded areas; • If any excavation or other ',activities ar.,e7expected outside of the preserve +area :or dripline, the roots should first be -;pruned -,(to-,the depth of -required excavation) to sever;them .cle--'Iy; • If underground'utilities must be rooted ;--through.a­protected root zone area; tunneling under the roots shall be5:regwred, • If irrigation must be installed, eit! shall be installed :-outside of the dripline of all,.preserve areas and protectedtcees, • No fill material, construction ma_teril [' ,'.concrete, paint, chemicals, nor other .fore_ ign: materials shall beatored; deposited or disposed of within a v.egetation preservation :area; . • No signs,- permits,_ wires, or other. attachments shall be affixed or _attached :to protected vegetation, • No equipment, including passenger vehicles, shall be driven, parked, or stored or repaired within designated vegetation preservation areas. PLEASE BE ADVISED THAT ANY. NATIVE VEGETATION DESTROYED OR DAMAGED OUTSIDE OF THE LIMITS .OF CLEARING DUE TO CONSTRUCTION ' ACTIVITIES OR FILL PLACEMENT SHALL BE MITIGATED AT A RATIO OF 4:1 (4 INCHES OF REPLANTING FOR EACH INCH DESTROYED OR DAMAGED). Post Clearing Requirements: I. Mitigation: Mitigation requirements are to be met through onsite habitat setaside. PLEASE NOTE: • THIS IS NOT AN AUTHORIZATION TO PLACE FILL ON OR RE -GRADE PROPERTY. • PLEASE CONTACT A PROFESSIONAL SURVEYOR TO DETERMINE IF YOUR PROPERTY IS AFFECTED BY OR LIES WITHIN A FLOODPLAIN. • THE APPLICANT SHALL KEEP THIS EXEMPTION POSTED ON -SITE AT ALL TIMES DURING LAND CLEARING. • THE PROPERTY OWNER AND/OR AGENT SHALL BE RESPONSIBLE FOR OBTAINING ALL APPLICABLE STATE AND/OR FEDERAL PERMITS. 5aKs, 9w 6m;4loreataf Aaoyce PRESERVE SIGN DETAIL ;PRESERVE AREA- 14* NO DUMPING ALLOWED 48•'ABOVE 419AME 4514' WOMEN POET 1- .777FMIW�� z kv W114. -0, 11 'n I.Az Ix, t e.6 CULPEPPER & Tb:RPENINO, INC IR 2 5 2013 ... ... PRESERVE SIGN DETAIL I _ , .� \�," M ! . ^ a I r •• $ r+l \ , . \ t I '3` 4 i- A �s r sgaa', ,iph v J� S.p �J '� � :. � ✓: - 11" 4 sl.'r I l F �S ,f +•'4'1 i �FJIr Si{,�„�, ::F �, t,' y � . \ A-, - 71• ' �q� �� r � f i � , ! I.r r ,fi ' -PRESERVE AREA- 1NauwbopmlecmE P.'.sne i .r I I.:,I. T I�?F �4 �� }-,''+1' i „N!"��y^-T.� Ia,C'.,; 4$4: ', \ P ���:. �\+.• 'P: t f - ,a' .-rNMf 2 x L � .6.. ,y'ki r " a.. mrreu,a.nwlrmw '': i i, � "^" � ,, 5 .� �.. r„> '�; 'Nti\'$rc i:l \.�' *, '}. "^' \i, "P `�•; ��'cl 1 No enomtuomllu woos 14' .bbr gu�r��lm I. I 1`• ,�":a+': � j!":91tk; x V�:,i zF, s i': ,� I � t I .fa-3 si �l � ci � i7jj ' W.t•,,:r �!'1� .., `v w_ • �i'�'S'�h ) .F• � ' f ,' 't�i� , �y. � �i y t :. NO DUMPING 1r ice' . ALLOWED n b� , � � I ,{ -"' , aRA2..f'�EAD {yfiH .,'Y+ -'a; !�M' .w,`,'.�'r �•y'16�®rr�,'�1. 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I. s •i r ;i. rt h.. ;,f..-'r - "!'yd::. ..�' 1 x•• '!G ,.i ° -:. � r--.s; -,i •� .'�•.. aro r•,. �'�w- C-w�.g•+i •``i�l�r : r:ti' r�' 'ti- r 'a t�'--: r�. •\ i � 4'+: �" ` .: a R i' }� „L .5. ";•.:., x. �, .. .° •.,x + ,xE•-. 4. ...a�.dr ..4" 1 r ,.:.♦,, S. -,ta t•.r .I, ` 6 3` t g i ''7 :_: •''.:d 4� ft \\` x\r ;i j°+' - '} _ C6YSERVAII6N{•; .` ` t h ,.ti "1EASf1ffNT..- ". ♦ �4 r..• i C •'�. n� , F � ti "� r1 - '+;'" ,� :::. :;, �: �; a'!, �:_,. ° -. •:k,. `\ ',: _ 2`}' (, -30:RB"J�BJ> �'1 { 'f 7 ;� 445 e�'� .� f J:`•y::'' �".T.f a 1 . 5r, �.- a�` �. •a , z j .c;;jiy^- a - :r�`+',`�•' F L,: �. .?•� fx. ti '- I K �r� P2.�:, - f � L \'t\ � ro ` -� +i ,.•�k 4 37" 'i": :�:' . � v �+ M 1 ['\t. y � 4'.:I'.' :1' -,- .a'� I , { �1 _ C. 4 {. ,_�... ,. y; 5 x,-'�; .5: ,>, .::��\ � � "4's�. ':�'�t.K,� v3� ,'� •.�^ t\ / r11\..A 1 ',,:i1 -.� 7- ..s.. aFxr,?. `•- R,r$S F, i �': _' I ,�f ,., ,, S e r.l' \` i t ap �'. �i'.,x 'L�y .up k, -- h T� I . / � r-; wl YS i �,� F >Y 1 r.- �,4*'7S'i_ Ir 7i' ` _m 11 '`\\ `�• t �A - T I k'yyr�g. ii vs\ I:, a. 5 xr\ • "r Sl j w 4°r �`' r ,1 't �. N � �. a1 i,� 5 �! k• � 1 1 �s��;�'x � �,. `R s, •�,\'�` \ ': �;c `�"� �{' �`,3,. .d. -a i5':x'' t� \Its � aroroV E t f W': °. �` g`�\.\ ''�- i'R' a j;,:: 9f+5i.'LUOE'CWRTf,�'..• a ;'* '" `rr, � s �\ ,x�: �..# S *y ..4 !• 'a {'7al' \'�. ` 4 F C n-1NA:1VE..PAESERVErau - P �,t 76 .IE ;,$. � .,� • -, . f,;. 1 • ;,, ,fit , , , }. , �i '„�r,. �;`� '�.r � � .tV. CULPEPPER S TERPENING, INC RIVERBEND - HIDDEN POND TRAIL ... I (PRELIMINARY) R ^ar, ecn�nn rsms unlT::+a.lds s�ro�reen. 0 All Star Pavers, Inc 4839 SW 148th Ave Box 259 Davie, FL 33330 (954)270-3178 tslack38@yahoo.com http://www.alIstarpavers.com Denise Brown 19434 sw 60th ct Fort Lauderdale, FI 33332 Please detach top portion and return with your payment ®ate Invoice No. L 09/26/2013 2624 one Date 10/01/2013 Amount®ue Enclosed $ 2,184A4 .8scription Quantity_ Unitc®st `Amount Removal and proper disposal of sod and dirt 628 0.95 596.60 Concrete pavers and installation 628 4.28 2,687.84 I Color - TBD Shape - TBD (all standard shapes) i Pattern - TBD � 1 0.00 0.00 Included in this proposal is the material, labor, 1" bedding sand, 1 0.00 0.00 finishing sand, cement for borders, clean up, tax and delivery costs 0 33% upon acceptance 1 0.00 0.00 33% upon material arrival Balance upon completion I o When mixing thick and thin or old and new pavers, there WILL be a 1 0.00 0.00 color difference o If required; Actual permit fees and filing costs will be added to the final 1 0.00 0.00 invoice. o All Star Pavers, Inc, is not responsible for sprinklers, electrical, 1 0.00 0.00 plumbing and/or utility lines that may break during the excavation and installation process. All best practices will be followed to avoid any service. interruption. Minor cracks and scrapes are expected and the responsibility of the homeowner. i i Thank You for your business. Total $3,284.44 Deposit -- $1,100.00i Sdkince Due $21-184.44 Proudly accepting Visa, Mastercard & Discover FAX # 866.499.2908 We also offer a 6 month same as cash payment option OFFICE USE ONLY: DATE FILED: 1 PERMIT # r �� REVISION FEE: RECEIPT # FL PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE Riverbend 3049 NW Radcliffe Way ADDRESS: 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: 3. 1403-0078 Change in Roofing attachment to Eagle Seal Underlayment 1(�(B -60 � STATE of FL REG./CERT. #: CGC 15 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: Coral Springs STATE: F1 ZIP: 33071 PHONE (DAYTIME): Q54-575-73-j7 FAX: 954-575-7324 4. OWNER/BUILDER INFORMATION: NAME: Standard Pacific Homes ADDRESS: 825 Coral Ridge Drive CITY: Coral Springs STATE: PHONE: 954-575-7337 F1 FAX: ZIP: 954-575-7324 5. ARCHITECT/ENGINEER INFORMATION: NAME: AB Design ADDRESS: 1191 East Newport Center Suite 207 CITY: Deerfield Beach STATE: F1 ZIP: 33442 PHONE (DAYTIME): 954-482-0957 FAX: 954-708-2468 SLCCC: 9/23/09 Revised 04/26/2010 MlAW sm MIAMI-DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/pera Eagle Roofing Products, LLC. 1575 E. C R 470 SumtervilIe,—FL-33585 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been des' d o comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Bu' .. m ex DESCRIPTION: Eagle Seal Underlayment LABELING: Each unit shall bear a permanent label with statement: "Miami -Dade County Product Control Approve( following RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERIIIINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. Tany portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 11-1011.05 and consists of pages 1 through 4. The submitted documentation was reviewed by Alex Tigera. MIAMI-DARE COUNTY NOA No.: 12-0507.03 Expiration Date: 03/03/15 Approval Date: 09/05/13 Page 1 of 4 i ROOFING COMPONENT APPROVAL Category' Roofmg Sub-CateLyory: Underlayment Material: SBS i TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions eciScation- nescr-iuti[in Eagle Seal 3' x 33.4' rolls TAS 103 -Self-adhering, non -woven fiberglass mat 3' x 66.8' rolls reinforced membranefor use as an 3' x 72' rolls underlayment in high temperature sloped roof assemblies. i MANUFACTURING PLANT(S): 1. Tuscaloosa, AL EVIDENCE SUBMITTED: TestAgency Test Identifier Test Name/Report Date PRI Construction Materials Technologies BWR-514-02-01 (rev) ASTM D 1970 09/04/09 VRMI-011-02-01 ASTM D 1970 03/30/09 BWR 511-02-01 ASTM D 1970 09/29/09 BWR-511-02-01 ASTM D 4798 09/29/09 BWR-522-02-01 ASTM D 1970 03/16/10 BWR-513-02-01 TAS 103 02/19/10 BWR-518-02-01 TAS 103 02/19/10 BWR 533-02-01 TAS 103 09/07/12 BWR-534-02-01 ASTM D 1970 ! 09/07/12 C MADE CONOANo!:.12-0507.03 ' ' ' - Expiration Date: 03/03/15 Approval Date: 09/05/13 Page 2 of 4 I APPROVED ASSEMBLIES: Deck Type.1: Wood, non -insulated Deck Description: 19/32" or greater plywood or wood plank System E(1): Anchor sheet mechanically fastened deck, membrane adhered. i Base Sheet: One or more plies of ASTM D 226 Type II or ASTM D 2626 with a minimum 4" side lap and a 6! end -lap -mechanically -fastened -to -deck -with -approved -nails -and tin-c-aps-6"—oc. at -the -laps -and two staggered rows 12" o.c. the field of the roll: * In the Non-HVHZ area a Base Sheet is optional. Membrane: One or more plies of Eagle Seal underlayment with a minimum 3" side lap and 6" end lap.. Surfacing: Approved Roof Assemblies. See Limitation #3. NOA No.: 12-0507.03 Expiration Date: 03/03/15 Approval Date: 09/65/13 Page 3 of 4 LIMITATIONS: 1. Fire classification is not part of this acceptance. 2. This acceptance is for prepared roofing applications. Minimum deck requirements shall be in compliance with applicable building code. Eagle Seal underlayment shall be installed in strict compliance with applicable Building Code. 3. Eagle Seal underlayment may be used in asphaltic shingles, metal panels, wood shakes and shingles, quarry slate, and tile roof assemblies (mortar, adhesive, and mechanically set). 4. Eagle Seal underlayment shall not be applied over an existing roof membrane as a reco-ver, but -maybe a fe—d over a roofmg Base/Anchor sheet underlayment. 5. Eagle Seal underlayment shall not be left exposed as a temporary roof for longer than 90 days of,application. 6. Refer to Prepared Roofing system Product Control Notice of Acceptance for listed approval of this product with specific prepared roofing products. 7. Eagle Seal underlay ment yment may be used with any approved roof covering Notice of Acceptance listing Eagle Seal underlayment as a component part of an assembly in the Notice of Acceptance. If Eagle Seal underlayment is not listed, a request may be made to the Authority Having Jurisdiction (AHJ) or the Miami - Dade County Product Control Department for approval provided that appropriate documentation is provided to detail compatibility of the products, wind uplift resistance, and fire testing results. S. Eagle Seal underlayment shall be applied to a smooth, clean and dry surface with deck free of irregularities. All nails in the deck shall be carefully checked for protruding heads. Re -fasten any loose decking panels. Sweep the deck thoroughly to remove any dust and debris prior to application. 9. When applying the membrane in the valley, start at the low point and work to the high point, rolling the membrane from the center outward in both directions. For ridge applications, center the membrane and roll from the center outward in both directions. 10. Roll or broom the entire membrane surface so as to have 100% contact with the surface, giving special attention to overlap areas. 11. Flash vent pipes, stacks, chimneys and penetrations in compliance with Roof Assembly current Product Control Notice of Acceptance and applicable Building Code. 12. All protrusions or drains shall be initially taped with a 6" piece of underlayment. The flashing tape shall be pressed in place and formed around the protrusion to ensure a tight fit. A second layer of Eagle Seal underlayment shall be applied over the underlayment. 13. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 14. All membranes or packaging shall bear the imprint or identifiable marking. of the manufacturer's name or logo and the following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. MIAMI•DADE COUNTY ,...•11 17,ND OF THIS ACCEPTANCE FILEAlm, �.u.s+r UPnn �� < C UNTYI•DADECONOA No.: 12-0507.03 Expiration Date: 03/03/15 Approval Date: 09/05/13 Page 4 of 4 Building Pern 'lanning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Standard Pacific Homes Lot 41 Applicant: !�*M PF— Aeral Product Opening Design Product Rated Model Number Manufacturer Product Approval Glass Method of Attachment C-7) Pressures Design Pressure Number Type Windows +42.5/I-57.5 +80/-80 PGT 700 FL-11-1013.14 Impact 2-Tapcon in Head, 5-Jamp Mullions PGT FL-11-0922.01 Fixed Glass +43.9/-47.5 +80/-80 PGT 701 FL-13-0502.03 Impact Tapcons-Max O.0 Spacing 12" LU Block Glass NA Skylights NA Sliding Glass Doors Swing Type Doors +40.0/-43.6 +50/-55 Therma Tru Smooth Star FL-14665.1 Imapct Wood Screws French Doors +34.9/138.5 T +55/-55 Therma Tru Smooth Star FL12334.1 Impact Install w/CBS Const. 1X buck w/ITW 1/4" anchors Garage Doors +40.4/- 6/8 + Amarr 950 13-0503.6/.8 Impact 2 X 6 Vertical wood jam attachment to 2000 PSI Concrete using Hitli quick bolts Hurricane Protection NA Roof Ventilation Roofing Material NA P(1) -39.1 P(2) -68.1 Eagle Roofing Double Eagle FL7473.R5 NA " Mechanically (2) #8 2 1/2 Screws I have reviewed the abovie components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: -%(�A dtZgT � Signature: seal Design Prof. �� 1 / G61T Cert. No. Ad 1�06 7� Date: CJ Florida Building Code Online Page l of 2 c 3v � W � .� of z ¢# 4. E y,� ✓ � } ; � �k�.� x ::., � "'r3i �ii}i i,,,�'?.r �, : k. w� l.�r - =' _'"�._..�....,'� .•"=% t t 7 Bd_�- ��ri(e' ,�,4�Y �"�_ F.Ib " 3 Dnxtm-;i;4 BCIS Home Log In User Registration i Hot Topics 1 Submit Surcharge I Stats & Facts Publications FBC Staff I BCaS Site Map I Links I f Busines c?; )l Profession IUs Ra�� User �� a Rlauiafiorl Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature t Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL7473-R5 Affirmation 2010 Approved EAGLE ROOFING PRODUCTS FLORIDA LLC 1575 East CR 470 Sumterville, FL 33858 (800)400-3245 annettes@eagleroofing.com Annette Sindar annettes@eagleroofing.com Greg Peterson 1575 East CR 470 Sumpterville, FL 33585 (800)400-3245 gregp@eagieroofing.com Roofing Roofing Tiles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 Architectural Testing, Inc. 12/31/2014 John W. Knezevich, PE 0 Validation Checklist - Hardcopy Received FL7473 R5 COI Trinity ERD CI - Nieminen.pdf Referenced Standard and Year (of Standard) Standard ASTM C1492 FRSA/TRI 07320 SSTD 11 Equivalence of Product Standards Certified By Sections from the Code Year 2003 2005 1997 httn•//unmw flnrirlahnilrlinsr_nror/m/nr ann dt1_asnx?naram=wGE`TXOwtDa... 10/11/2013 Florida Building Code Online Page 2 of 2 01 affirm that there are no changes in the new Florida Bt Code which affect my product(s) and my product(s) are it compliance with the neEy Florida Building Code. Documentation from approved Evaluation or Validation Entity Yes c No N/A FL7473 R5 COC sltr032712 Affirmation FL7473-R4.odf Product Approval Method ethod f-Opfion D Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products i473.1 jEagle Roof Tiles omits of Use Approved for use in HVHZ: No Approved four use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: N/A Other: See Section 5 of Evaluation Report for Limits of Use. file roofs are analyzed for wind resistance through 3verturning moment. Refer to FRSA/TRI 07320 for averturnina moment limitations. 03/27/2012 03/27/2012 04/02/2012 medium and FL7473 R5 II er062311FINAL EAGLE FL7473-113 TIL Verified By: Robert J. M. Nieminen PE - 59166 Created by Independent Third Party: Yes "evaluation Reports FL7473 R5 AE er062311FINAL EAGLE FL7473-R3 TI.1 Created by Independent Third Party: Yes Back Neat Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAtEEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refu Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.48 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Dep with an email address if they have one. The emails provided may be used for official communication with the licensee. However email address public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avail the public. To determine If you are a licensee under Chapter 455, FS., please dick here . Product Approval Accepts: C ,edit'Ca i, 4+—.//—:,ems, +1..,4AnIk,AI ;infr .,rr,/..,-/r r arts% Afl nei%v9nnram--w("rF.'NTYOwtl)n___ 10/1 1 /2013 '-�--JTKNTYIERD .1 EXTERIOR RESEARCH & DESIGN, WC. FL CERTIFICATE OF AUTHORIzAT10N #9503 Ted Berman, P.E. Ted Berman and Associates, LLC. 925 41 n Street, Suite 104 Miami Beach, FL 33140 RE: EAGLE RO®F@NG PRODUCTS FLOR1DA LLC Affsh—m tion of r-L7473-R3 Dear Ted: This letter serves to document that we have reviewed FL7473-R3 and our Evaluation Report E 1322C.09.06-R2 dated 06123/2011, which forms the basis thereof, with respect to the 2010 Florida Building Code. Nothing in the Code has changed that affects our Evaluation Report, and we have authorized the applicant to document compliance with the 2010 FBC through the Affirmation Process. Please contact our Connecticut office with any questions. Respectfully submitted, Robert Nieminen, P.E. Vice President Florida Reg. No. 59166 robertnieminen(M-trini erd.com The facsimile seal appearing on this document was authorized by Robert Nieminen, P.E. 59166 on 3/27/2012. This does not serve as an electronically signed document. Original, signed & sealed hardcopies forthcoming via courier WILING SCIENCE ItkSEARdl`) I DESIGN i COWSULTATION' MAIN OFFICE: 80 YESLER WAY, SUITE 200 1 SEATTLE, WA 98104 1 TEL: 206 467 0054 1 FAX:206 267 0267 CONNECTICUT. 353 CHRISTIAN STREET, UNIT 13 1 OXFORD, CT 06478 1 TEL: 203 262 9645 1 FAX: 203 262 9243 LABORATORY: 10 MAUNEY COURT I COLUMBIA. SC 29201 1 TEL: 803 988 8133 1 FAX: 803 988 81 1 1 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 - 1 ' E D 353 CHRISTIAN STREET, UNIT #13 T OXFORD, CT 06478 1 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUMON REPORT _Eagle _Roofing_Products_Florida LLC. Evaluation Report E1322_C.09.06_R2 1575 East Country Road 470 FL7473-R3 Sunlitervilie, FL 33585 Date of Issuance: 02/24/2009 Revision 2: 06/23/2011 SCOPE: This Evaluation Report is issued under Rule 9N-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the 2007 Florida Building Code sections noted herein. DESCRIPTION: Eagle Roof Tiles LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 4. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 06/23/2011 This does not serve as an electronically signed document. Signed, seated hardcopies have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Ti initylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. ROOFING SYSTEM EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Roofing Tiles - Compliance-Statement:—Eagle-Roof-Tiles,-as_produced-b_y_Eagie-Roofing_Products_Florida_L.LC,_have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Prosperity Standard Year 1507.3.5 Physical Properties ASTM C1492 2003 1507.3.7 Attachment Requirements FRSA/TRI 07320/8 2005 1715.2.1 Overturning Moment SSTD 11 1997 3. REFERENCES: Entity Examination Reference Date ATL(TST 3782) ASTM C1492 RT0324.01-11 04/03/2011 ATL (TST 3782) ASTM C1492 RT0324.02-11 04/03/2011 ATL(TST 3782) ASTM C1492 RT0324.03-11 04/03/2011 FRSA/TRI 07320 & SSTD 11 Membership Letter 11/29/2005 ATI UA 1844) Quality Assurance Service Confirmation Exp. 12/31/2014 4. PROD CT DESCRIPTION: 4A BEL Aug, DOUBLE EAGLE BEL AIR, PONDEROSA, DOUBLE EAGLE PONDEROSA and GOLDEN EAGLE are low (flat) -profile concrete roof tiles having a smooth or textured surface. o . Bel Air Ponderosa Golden Eagle Exterior Research and Design, LLC. Certiircate ofAuthoriaation #9503 �ya Double Eagle Bel Air Double Eagle Ponderosa Evaluation E1322.09.06-R2 FL7473-R3 1 2: 06/23/2011 Page 2 of 4 4.2 MAL113u are medium -profile concrete roof tiles. "L . s�c�e 4.3 I?- liks CAPssTRANO are high -profile concrete roof tiles. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire classification is not part of this evaluation; refer to FBC Section 1505.2 or current Approved Roofing Materials Directory for fire rating of this product. 5.3 Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC Section 1507.3 and the FRSA/TRI 07320. 5.4 For mechanically attached tiles, attachment for wind load resistance shall be in accordance with FRSA/TRI 07320/8-05. 5.5 For mortar -set or adhesive -set tiles, attachment for wind load resistance shall be in accordance with FBC Section 1609.5.3 and the mortar or adhesive manufacturer's Product Approval. 5.6 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 9N-3. 5.7 This Evaluation Report is limited to use on projects in areas subjected to weathering indices of 50 or less (negligible weathering), as outlined in Figure 1 of ASTM C1492-031, reproduced below for reference. 50 50 . 50 WEATHERING REGIINUS • ' :NEC,t.tG18LE WEATIIE.RIN-G MODERATE WEATHERING' SEVERE WEATHERING' E. MAI Exterior Research and Design, LLC. Evaluation Report E1322.09.06-R2 Certificate of Authorization #9503 FL7473-R3 Revision 2: 06/23/2011 Page 3 of 4 ti KJ T N� ERD 6. INSTALLATION: 6.1 Eagle roof tiles may be mechanically fastened, mortar -set or adhesive -set. Installation shall comply with manufacturer's current published instructions, but not less than the requirements of FBC Section 1507.3 and the FRSA/TRI 07320. 7. LABELING'. - 7.1 Each unit shall bear the imprint or identifiable marking of the manufacturer's name or logo. Tile lots shall be labeled in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. 7.2 Tile not tested for freeze -thaw shall state clearly that the lot has not been tested for freeze - thaw acceptance on all lot tags or certification. B. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTr": Architectural Testing, Inc. - QUA1844; (717) 764-7700 - END OF EVALUATION REPORT - ASTM C1492-03, Standard Specification for Concrete Roof Tile, © ASTM International Exterior Research and Design, LLC. Certiftate ofAuthorfaation #9503 Evaluation Report E1322.09.06-R2 FL7473-R3 Revision 2: 06/23/2011 Page 4 of 4 Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: 5}ckn&A Project Address: 'So 41 P. 'P—aL6 efiryc wc� ,.t��lw. c�� E Ft. 3y990 Permit #: - Occupancy Type: �• 3 Construction Type: 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 Zug kc) , Code 2010 Edition with 20 Supplements using ASCE 7-10 2. Structure Designed as (check one): 11 X-Enclosed Partially Enclosed Open 3. Risk Category: _I II _III IV Exposure Category: B n C D 4. Design Wind Velocity _ 10 mph ASD xLRFD End Zone Width: �'6 �ft 5. Mean Roof Height �y �' ft Roof Pitch: _�:12 Parapet: ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): Zone 1:-3$'Z Zone2: 'U6 r Zone3A1-3 Zone4:'4-r3 Zone5:-S5• Garage:35-71 7. Design Loads: Floor: 4610 PSF Roof/Dead: 'SZd110 PSF Roof/Live: l0 Balcony: 1 s PSF Dock: PSF Deck: PSF Stairs: L O PSF Fence: PSF Railings: PSF 8. Were Shear Walls Considered For Structure? 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 S 0 0 PSF Soil Test Reports Submitted? _ C 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 with 4gt3ppligpQ structural portions of the building codes currently adopted and enforced by St. Lucie County,,+'age$%4ilj.tNa,sf'*Stural elements depicted on these plans provide adequate resistance to the design o S'� tP f�cv� �• 1. C0.5l� •� Print Name Cert # & Co. Cert Auth. (,Jc.ISV\ �ngln lA� 2Q1 ' Sign ,��r ? C9�� .'���® 3ZGo N- F �rct� kwy 5S f- ZzG I�G �i'rt� Company Name & Address r� 33 i31 'wil'TIONAe- SLCCDV Form vi-nAI3@1iR, 3/15/12 (JS) FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Standard Pacific RB Alexandria Model Lot 41 Builder Name: Standard Pacific Homes Street: ?04_c� N W (24act t Permit Office: City, State, Zip: Port St. Lucie , FL, Permit Number: Owner: Standard Pacific Homes Jurisdiction: Design Location: FL, Fort Pierce LoT- 4► 1. New construction or existing __ _ New (From -Plans) - 9. -Wall Types (4146.8 sqft.) - Insulation - Area- -- _ 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 3645.30 ftz b. Frame - Wood, Adjacent R=11.0 416.13 ftz 3. Number of units, if multiple family 1 c. Concrete Block - Int Insul, Adjacent R=4.1 85.36 ftz 4. Number of Bedrooms 5 d. N/A R= ftz 5. Is this a worst case? No 10. Ceiling Types (3048.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 3048.00 ftz 6. Conditioned floor area above grade (ftz) 4620 b. N/A R= ft2 Conditioned floor area below grade (ftz) 0 c. N/A R= ftz 11. Ducts R ftz 7. Windows(622.4 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: AC 1 First Floor 6 460 a. U-Factor: Dbl, U=0.60 427.14 ftz b. Sup: Attic, Ret: Attic, AH: AC 2 Second Floor 6 180 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.40 175.23 ftz 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.31 a. Central Unit 47.5 SEER:15.00 c. U-Factor: Dbl, U=0.77 20.00 ftz b. Central Unit 24.0 SEER:15.25 SHGC: SHGC=0.22 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 46.5 HSPF:8.50 SHGC: b. Electric Heat Pump 24.0 HSPF:7.80 Area Weighted Average Overhang Depth: 3.378 ft. Area Weighted Average SHGC: 0.307 14. Hot water systems 8. Floor Types (3348.0 sqft.) Insulation Area a. Natural Gas Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 3048.00 ftz b. Conservation features EF: 0.590 b. Floor over Garage R=11.0 300.00 ftz None c. N/A R= ftz 15. Credits None Total Proposed Modified Loads: 56.74 Glass/Floor Area: 0.135 PASS Total Standard Reference Loads: 86.89 1 hereby certify that the plans and specifications covered by Review of the plans and -O THE ST4.T, this calculation are in compliance with the Florida Energy Digitally signed by Chris Wildroudt Code. specifications covered by this calculation indicates compliance -, O cif,. ' DN: cn=Chris Wildroudt, c=US, Chris Air, LLC, the Florida Energy Code. C'ltr, o=Engineered ou=New Construction Sales and with rrrr„ PREPARED BY: Before construction is completed - .-• DATE: ai=c 'sw Dgineeredairuo. tl� rrOttd this building will be inspected for Date: 2013.12.2014:26:09 -05'00' compliance with Section 553.908 * �= I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Cgdce. 4F'�\-� COLj t,yt� OWNER/AGENT: BUILDING OFFICIAL: DATE: / DATE: - Compliance requires certification by the air handler unit manufacturer that the air handler 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 12/20/2013 2:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 PROJECT Title: Standard Pacific RB Alexandri Bedrooms: 5 Address Type: Lot Information Building Type: User Conditioned Area: 4620 Lot # 41 Owner: Standard Pacific Homes Total Stories: 2 Block/SubDivision: Riverbend # of Units: 1 Worst Case: No PlatBook: Builder Name: Standard Pacific Homes Rotate Angle: 0 Street: Permit Office: Cross Ventilation: County: Palm Beach Jurisdiction: 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 3048 32522.1601 2 Block2 1572 14666.7597 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 AC 1 First Floor 3048 32522.16 No 4 2 1 Yes Yes Yes 2 AC 2 Second Floor 1572 14666.76 No 2 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio AC 1 First Floor 226 ft 0 3048 ft2 ____ 0 0 1 2 Floor over Garage AC 2 Second Flo ____ ____ 300 ft2 11 0 0 1 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 3409 ft2 0 ft2 Medium 0.65 No 0.9 No 0 26.6 ATTIC / V # Type Ventilation Vent Ratio (1 in) - Area RBS IRCC 1 Full attic Vented 300 3048 ft2 N N 12/20/2013 2:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) AC 1 First Floor 30 1476 ft2 0.11 Wood 2 Under Attic (Vented) AC 2 Second Flo 30 1572 ft2 0.11 Wood WALLS Adjacent Space Cavity - Width Height Sheathing Framing - e-Fraction Solar Below Absnr _ 1 E Exterior Concrete Block - Int InsAC 1 First Flo 4.1 23 0 10.67 0 245.4100 0.4 0 0.4 0 _ 2 N Exterior Concrete Block - Int InsAC 1 First Flo 4.1 50 0 10.67 0 533.5 ft2 0.4 0 0.4 0 3 W Exterior Concrete Block - Int InsAC 1 First Flo 4.1 46 0 10.67 0 490.8200 0.4 0 0.4 0 4 W Exterior Concrete Block - Int InsAC 1 First Flo 4.1 19 0 10.67 0 202.7299 0.4 0 0.4 0 5 S Exterior Concrete Block - Int InsAC 1 First Flo 4.1 28 0 10.67 0 298.7600 0.4 0 0.4 0 _ 6 S Exterior Concrete Block - Int InsAC 1 First Flo 4.1 13 0 10.67 0 138.7100 0.4 0 0.4 0 _ 7 E Garage Frame - Wood AC 1 First Flo 11 33 0 10.67 0 352.1100 0.4 0.4 0 8 S Garage Frame - Wood AC 1 First Flo 11 6 0 10.67 0 64.02000 0.4 0.4 0 9 E Garage Concrete Block - Int InsW 1 First Flo 4.1 8 0 10.67 0 85.36000 0.4 0 0.4 0 10 E Exterior Concrete Block - Int InsAC 2 Second 4.1 52 0 9.33 0 485.1600 0.4 0 0.4 0 _ 11 S Exterior Concrete Block - Int InsAC 2 Second 4.1 41 0 9.33 0 382.5299 0.4 0 0.4 0 12 W Exterior Concrete Block - Int InsAC 2 Second 4.1 52 0 9.33 0 485.1600 0.4 0 0.4 0 13 N Exterior Concrete Block - Int InsAC 2 Second 4.1 41 0 9.33 0 382.5299 0.4 0 0.4 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Wood AC 1 First Flo None 0.39 2.67 0 8 0 21.36 ft2 2 E Wood AC 1 First Flo None 0.39 2.67 0 8 0 21.36 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Double Yes 0.6 0.31 32.34000 2 ft 0 in 12 ft 0 in None None 2 E 1 Metal Low-E Double Yes 0.4 0.31 12.31999 2 ft 0 in 10 ft 0 in None None 3 N 2 Metal Low-E Double Yes 0.6 0.31 22.68000 2 ft 0 in 12 ft 0 in None None 4 N 2 Metal Low-E Double Yes 0.4 0.31 23.20499 2 ft 0 in 12 ft 0 in None None 5 N 2 Metal Low-E Double Yes 0.4 0.31 8 ft2 2 ft 0 in 2 ft 0 in None None 6 W 3 Metal Low-E Double Yes 0.6 0.31 48.51000 2 ft 0 in 12 ft 0 in None None 7 W 3 Metal Low-E Double Yes 0.6 0.31 27.34560 2 ft 0 in 2 ft 0 in None None 8 W 3 Metal Low-E Double Yes 0.4 0.31 28.125 ft2 2 ft 0 in 2 ft 0 in None None 9 W 3 Metal Low-E Double Yes 0.77 0.22 20 ft2 2 ft 0 in 2 ft 0 in None None 10 W 3 Metal Low-E Double Yes 0.4 0.31 9.180000 2 ft 0 in 2 ft 0 in None None 11 W 4 Metal Low-E Double Yes 0.6 0.31 38.99279 10 ft 0 in 2 ft 0 in None None 12 W 4 Metal Low-E Double Yes 0.4 0.31 28.125 ft2 10 ft 0 in 2 ft 0 in None None 13 S 5 Metal Low-E Double Yes 0.6 0.31 16.17000 2 ft 0 in 2 ft 0 in None None 14 S 6 Metal Low-E Double Yes 0.6 0.31 16.17000 6 ft 0 in 2 ft 0 in None None 15 W 3 Metal Low-E Double Yes 0.6 0.31 64 ft2 6 ft 0 in 2 ft 0 in None None 12/20/2013 2:21 PM EnergyGauge®.USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall V # Ornt ID Frame Panes NFRC Overhang U-Factor SHGC Area Depth Separation Int Shade Screening 16 E 10 Metal 17 E 10 Metal 18 S 11 Metal 19 S 11 Metal 20 W 12 Metal 21 W---12-Metal-Low-E-Double 22 -- N -13- Metal 23 N 13 Metal 24 N 13 Metal Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Low-E Double Yes Yes Low-E-- Double-- Yes Low-E Double Yes Low-E Double Yes 0.4 0.31 8 ft2 2 ft 0 in 2 ft 0 in None 0.6 0.31 58.51999 2 ft 0 in 2 ft 0 in None 0.4 0.31 4 ft2 2 ft 0 in 2 ft 0 in None 0.6 0.31 14.62999 2 ft 0 in 2 ft 0 in None 0.4 0.31 44.27160 2 ft 0 in 2 ft 0 in None 0:6 0.31 58:51999-2-ft 0-in-2-ft-0-in None - 0.4 0.31 - - 6 ft2 - 2 ft 0 in 2 ft 0 in - None- - 0.6 0.31 29.25999 2 ft 0 in 2 ft 0 in None 0.4 0.31 4 ft2 2 ft 0 in 2 ft 0 in None None None None None None -None None None None GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 600 ft2 300 ft2 64 ft loft 1 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 6059.1 332.64 625.57 0.4493 7.7041 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None 2 Electric Heat Pump None HSPF: 8.5 46.5 kBtu/hr HSPF: 7.8 24 kBtu/hr 1 2 sys#1 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit 2 Central Unit Split Split SEER: 15 47.5 kBtu/hr 1425 cfm SEER: 15.25 24 kBtu/hr 720 cfm 0.75 1 0.75 2 sys#1 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Natural Gas None Garage 0.59 50 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector System Model # Collector Model # Area Storage Volume FEF None None ft2 12/20/2013 2:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 DUCTS / ---- Supply --- --- Return -- Air Percent HVAC # V/ # Location R-Value Area Location Area Leakage Type Handler CFM 25 Leakage QN RLF Heat Cool 1 Attic 6 460 ftz Attic 120 ftz Default Leakage AC 1 First F (Default) (Default) % 1 1 2 Attic 6 180 ftz Attic 90 ft2 Default Leakage AC 2 Secon (Default) (Default) % 2 2 TEMPERATURES Programable Thermostat: N Ceiling Fans: Qo9Gn —1-Jan Heating f X] Feb Jan Feb a — Mar r Apr�j 11Aa Ju u May Jun [ �JuI� u Aug Sep���pc Sep [ ]Oct ov �X�Nov De �X Dec Vent! ng- -- [_ ] Jan - Feb _- X _Mar -- [xl Apr - May- --- [ -Jun-- [ ] Jul- - -[- ] Aug- Sep [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) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating (WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 12/20/2013 2:21 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 Regulations 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 and controls 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 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. 12/20/2013 2:21 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 65 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 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. Windows** Description a. U-Factor: Dbl, U=0.60 SHGC: SHGC=0.31 b. U-Factor: Dbl, U=0.40 SHGC: SHGC=0.31 c. U-Factor: Dbl, U=0.77 SHGC: SHGC=0.22 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: , Port St. Lucie, FL, New (From Plans) 9. Wall Types Insulation Single-family a. Concrete Block - Int Insul, Exterior R=4.1 b. Frame - Wood, Adjacent R=11.0 1 c. Concrete Block - Int Insul, Adjacent R=4.1 5 d. N/A R= 10. Ceiling Types Insulation No a. Under Attic (Vented) R=30.0 4620 b. N/A R= Area c. N/A R= 427.14 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: AC 1 First Floor b. Sup: Attic, Ret: Attic, AH: AC 2 Second Floor 175.23 ft2 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. Floor over Garage R=11.0 c. N/A R= 12. Cooling systems 20.00 ft2 a. Central Unit b. Central Unit ft2 13. Heating systems a. Electric Heat Pump 3.378 ft. b. Electric Heat Pump 0.307 Area 14. Hot water systems 3048.00 ft2 a. Natural Gas 300.00 ft2 ft2 b. Conservation features None 15. Credits 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 Cod xompliant features. il Builder Signature: Date: Wt4-- Address of New Home: �1(� �LUdUt Vie J City/FL Zip: PS L J�c 3 �1 Area 3645.30 ft2 416.13 ft2 85.36 ft2 ft2 Area 3048.00 ft2 ft2 ft2 R ft2 6 460 6 180 kBtu/hr Efficiency 47.5 SEER:15.00 24.0 SEER:15.25 kBtu/hr Efficiency 46.5 HSPF:8.50 24.0 HSPF:7.80 Cap: 50 gallons EF: 0.59 None *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 Alexandria Model HVAC Load Calculations Standard Pacific Homes RzsInItiinAL, RH!V/,-tm HVAC LOAD$ Prepared By: Chris Wildroudt Engineered Air LLC CACO45860 2520 N Andrews Ave Ext Pompano Beach, FL 33064 954 974-7277 Friday, December 20, 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. Company Representative: Chris Wildroudt Company City: - Pompano Beach, FL 33064 Company Phone: 954 974-7277 Company Fax: 954 973-1883 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 75 50% 50% 75 42 _ Check R ures Total Building Supply CFM: 2,341 CFM Per Square ft.: 0.507 Square ft. of Room Area: 4,620 Square ft. Per Ton: 831 Volume (ft') of Cond. Space: 47,188 [Building Loads: Total Heating Required Including Ventilation Air: 44,247 Btuh44.247 MBH Total Sensible Gain: 51,454 Btuh 77 % Total Latent Gain: 15,296 Btuh 23 % Total Cooling Required Including Ventilation Air: 66,751 Btuh 5.56 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. S:\NEW CONSTRUCTION\Chris Elite Files\Stan Pac RB Alexandria.rh9 Friday, December 20, 2013, 1:58 PM [Rhvac =Residential & Light Commercial HVAC Loads Engineered -Air, LLC Elite Software Development, Inc. Alexandria Model Marg'ate, FL 33063' Page-3 Total Building Summary Loads Component Description' - - Area Quan. Sen. Loss ;. . Lat. _ Gain",Gain,Gain Sen` .Total Lo-E operable: Glazing-Low-E Operable Glass, u-value 363.1 6,108 0 10,891 10,891 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 20 431 0 654 654 0 77,-SHGC-0.-22 Lo-E operable: Glazing- 64 1,075 0 1,929 1,929 11 D: Door -Wood - Solid Core 42.7 250 0 250 250 13A-4ocs: Wall -Block, board insulation only, R-4 board 3022.9 12,103 0 6,613 6,613 insulation, open core, siding finish 126-0sw: Part -Frame, R-11 insulation in 2 x 4 stud 394.8 574 0 574 574 cavity, no board insulation, siding finish, wood studs 13A-4ocs: Part -Block, board insulation only, R-4 board 64 137 0 137 137 insulation, open core, siding finish 16D-30: Roof/Ceiling-Under Attic with Insulation on Attic 2691.5 2,412 0 2,584 2,584 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 226 6,258 0 0 0 insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: 31,311 0 28,198 28,198 People: 10 3,000 2,800 5,800 Equipment: 5,500 4,800 10,300 Lighting: 1125 3,836 3,836 Ductwork: 3,982 2,524 4,631 7,155 Infiltration: Winter CFM: 291, Summer CFM: 149 8,954 4,272 2,463 6,735 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 4,726 4,726 Total Building Load Totals: 44,247 15,296 51,454 66,751 Check Figures "-° Total Building Supply CFM: 2,341 CFM Per Square ft.: 0.507 Square ft. of Room Area: 4,620 Square ft. Per Ton: 831 Volume (ft') of Cond. Space: 47,188 [Building Loads Total Heating Required Including Ventilation Air: 44,247 Btuh 44.247 MBH Total Sensible Gain: 51,454 Btuh 77 % Total Latent Gain: 15,296 Btuh 23 % Total Cooling Required Including Ventilation Air: 66,751 Btuh 5.56 Tons (Based On Sensible + Latent) Notes , • _ ''I ' ; . :� . 11 11 �� 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. S:\NEW CONSTRUCTION\Chris Elite Files\Stan Pac RB Alexandria.rh9 Friday, December 20, 2013, 1:58 PM Rhvac -Residential & Light Commercial HVAC Loads Elite Software Development; Inc. Engineered Air, LLC ® Alexandria Model`. Mar ate, FL ` 33063. Pagt4. System 1 AC 1 - First Floor Summary Loads Component,Area :Sen .Lat. Sen - ' Total; Descri tion ,, Quan Loss ,,Gain . Gain'' Lo-E operable: Glazing-Low-E Operable Glass, u-value 202.2 3,402 0 5,666 5,666 0.6, SHGC .0.31 Lo-E Fixed Glass: Glazing -Low E Fixed Glass, u-value 109 1,221 0 2,521 2,521 0.4, SHGC 0.31 Lo-E French Door: Glazing-Low-E French Door, u-value 20 431 0 654 654 0.77, SHGC-0.22- Lo-E operable: Glazing- 64 1,075 0 1,929 1,929 11 D: Door -Wood - Solid Core 42.7 250 0 250 250 13A-4ocs: Wall -Block, board insulation only, R-4 board 1514.8 6,065 0 3,313 3,313 insulation, open core, siding finish 12B-Osw: Part -Frame, R-11 insulation in 2 x 4 stud 394.8 574 0 574 574 cavity, no board insulation, siding finish, wood studs 13A-4ocs: Part -Block, board insulation only, R-4 board 64 137 0 137 137 insulation, open core, siding finish 16D-30: Roof/Ceiling-Under Attic with Insulation on Attic 1119 1,003 0 1,074 1,074 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 226 6,258 0 0 0 insulation below floor, any floor cover, passive, light dry soil Subtotals for structure: 20,416 0 16,118 16,118 People: 7 2,100 1,960 4,060 Equipment: 4,000 3,800 7,800 Lighting: 1000 3,410 3,410 Ductwork: 2,629 894 3,097 3,992 Infiltration: Winter CFM:201, Summer CFM:103 6,170 2,944 1,697 4,641 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 4,333 4,333 System 1 AC 1 - First Floor Load Totals: 29,215 9,938 34,416 44,354 Check_Figures Supply CFM: 1,566 CFM Per Square ft.: 0.514 Square ft. of Room Area: 3,048 Square ft. Per Ton: 825 Volume (ft3) of Cond. Space: 32,517 S sterntoads Total Heating Required Including Ventilation Air: 29,215 Btuh 29.215 MBH Total Sensible Gain: 34,416 Btuh 78 % Total Latent Gain: 9,938 Btuh 22 % Total Cooling Required Including Ventilation Air: 44,354 Btuh 3.70 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. S:\NEW CONSTRUCTION\Chris Elite Files\Stan Pac RB Alexandria.rh9 Friday, December 20, 2013, 1:58 PM hvac -"Residential &Light CommerciaCHVAC Loads'..® Elite Software Development, Inc. ngineered Air, LLC i&gate,`,FL. Alexandria Model' M063 """ Page 5'. System 2 AC 2 - Second Floor Summary Loads Component:" Area Sen .. Lat Sen , Total Description Quam °_" Loss . Gain" ." _ "Gain Gain. Lo-E Fixed Glass: Glazing -Low E Fixed Glass, u-value 66.3 742 0 2,045 2,045 0.4, SHGC 0.31 Lo-E operable: Glazing-Low-E Operable Glass, u-value 160.9 2,706 0 5,225 5,225 0.6, SHGC 0.31 13A-4ocs: Wall -Block, board insulation only, R-4 board 1508.2 6,038 0 3,300 3,300 insulation, open core, siding-inisK- 16D-30: Roof/Ceiling-Under Attic with Insulation on Attic 1572.5 1,409 0 1,510 1,510 Floor (also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Tile, Slate or Concrete, R-30 insulation Subtotals for structure: 10,895 0 12,080 12,080 People: 3 900 840 1,740 Equipment: 1,500 1,000 2,500 Lighting: 125 426 426 Ductwork: 1,353 1,630 1,533 3,163 Infiltration: Winter CFM: 90, Summer CFM: 46 2,784 1,328 766 2,094 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 AED Excursion: 0 0 393 393 System 2 AC 2 - Second Floor Load Totals: 15,032 5,358 17,038 22,396 CheckFigures.. Supply CFM: 775 CFM Per Square ft.: 0.493 Square ft. of Room Area: 1,572 Square ft. Per Ton: 842 Volume (ft3) of Cond. Space: 14,671 System Loads Total Heating Required Including Ventilation Air: 15,032 Btuh 15.032 MBH Total Sensible Gain: 17,038 Btuh 76 % Total Latent Gain: 5,358 Btuh 24 % Total Cooling Required Including Ventilation Air: 22,396 Btuh 1.87 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. S:\NEW CONSTRUCTION\Chris Elite Files\Stan Pac RB Alexandria.rh9 Friday, December 20, 2013, 1:58 PM STATE OF FLORIDA DEPARTMENT OF HEALTH ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM CONSTRUCTION PERMIT CONSTRUCTION PERMIT FOR: OSTDS New PERMIT #:56-SF-1519964 APPLICATION #: AP-1 visu1 DATE PAID: FEE PAID: RECEIPT #: DOCUMENT #: PR929542 APPLICANT: (Standard Pacific of Florida GP Inc.) PROPERTY ADDRESS: RlVerbend Lot No. 41 Port St Lucie, FL 34984 LOT: 41 BLOCK: SUBDIVISION: RlVerbend PROPERTY ID #: 4425-703 0006-000-7 [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. E SYSTEM DESIGN AND SPECIFICATIONS T [ 1,350 ] GALLONS / GPD Septic CAPACITY A [ ] GALLONS / GPD N/A CAPACITY N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS] K [ ] GALLONS DOSING TANK CAPACITY [ ]GALLONS @[ ]DOSES PER 24 HRS #Pumps [ ] D [ 867 ] SQUARE FEET Drainfield SYSTEM R [ ] SQUARE FEET N/A SYSTEM A TYPE SYSTEM: [ ] STANDARD [ ] FILLED MOUND [ ] I CONFIGURATION: [ ] TRENCH [X] BED [ ] N F LOCATION OF BENCHMARK: Top of drainage catch basin SE corner I ELEVATION OF PROPOSED SYSTEM SITE [ 25.0011 INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT E BOTTOM OF DRAINFIELD TO BE [ 25.001[ INCHES FT ][ABOVE BELOW] BENCHMARK/REFERENCE POINT L D E O T H E R ILL itr;QUItCP:U: t 'Id.UUJ INUHES EXUAVATIUN REQUIRED: t J INCHES The system is sized for 5 bedrooms with a maximum occupancy of 10 persons (2 per bedroom), for a total estimated flow of 520 gpd. 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. SPECIFICATIONS BY: An R Gatewood TITLE: Environmental Specialist II APPROVED BY: TITLE: Environmental Specialist II Andrew R Gatewood DATE ISSUED: 02/11/2014 EXPIRATION DATE: DH 4016, 08/09 (Obsoletes all previous editions which may not be used) Incorporated: 64E-6.003, FAC v 1.1.4 AP1135041 SE919475 St. Lucie CHD 08/11 /2015 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-C—lerk's-facsimile-n umber-is-850-41-0-1448 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. Florida's Leading Engineering Source - Geotechnical - Construction Materials Testing • Threshold and Special Inspections - Plan Review & Code Compliance ' F/?NAT`ID"� March 25, 2014 Standard Pacific Homes, South Florida 329�1Nest Commercial Blvd. #230 Ft. Lauderdale, Florida 33309 RE: Geotechnical Exploration - Riverbend Lot 41 NE Corner of Gilson Rd. & NW Turnabout Ln. St. Lucie County, Florida GFA Project # 13-0065.00 GFA International performed a geotechnical exploration for the site with Cone Penetrometer Test (CPT) soundings and auger borings on each lot. The results are presented in the GFA t, Geotechnical Report entitled "Proposed Riverbend Development: Lots 1 - 47" dated February 14, 2014. r For Lot 41, the subsurface soil conditions are generally favorable for the support of the proposed structures on shallow foundations. An allowable bearing capacity of 2,500 or 3,000 - psf may be used for foundation design provided the site preparation recommendations contained in the report are followed. For site preparation recommendations, basically the subgrade soils should be improved with compaction from the stripped grade prior to constructing the foundation pads. The top 2 feet below stripped grade should be compacted to a minimum of 95% density prior to placing fill to achieve final grade. Fill (including stemwall backfill) should be placed in 12-inch lifts and compacted to achieve a minimum 95% density. After excavation for footings, the subgrade to a depth of 2 feet below bottom of footings should be compacted to achieve a minimum 95% density. Test results and inspection reports will be submitted under separate cover. We appreciate the opportunity to be of service to you on this project and look forward to a continued association. Please do not hesitate to contact us if you have any questions or commenty puff,Wgmay further assist you as your plans proceed. ,p\ANLD IN SinGOr6jr;-C EN .'.b��o®e G Inierm*! naF,i-'- FdPE CA #4936675 D Yv. moier, -P.1p- 4ci Sense @tip 'I neer Florid' 16o $ dotb.60675 Copies: Client (2) 521 NW Enterprise Drive • Port St. Lucie, Florida 34986 • (772) 924.3575 • (772) 924.3580 (fax) • www.teamgfa.com OFFICES THROUGHOUT FLORIDA WALSH ENGINEERING, INC P.O. BOX 933, BOCA RATON, FL 33429 (561) 362-0237 362-7414 (FAX) March 19, 2014_ r' St: Lucie County Building Department Fort Pierce, Fl. Re: Standard Pacific Homes Riverbend, Palm City Lot # 41 Permit #: 1403-0078 Chief Building Official, This letter is in regards to your comments about the #4 dowels. Yes this information is correct. The 44 dowels specified in the foundation and the #5 downrods in the filled cells meet all structural requirements necessary to maintain the structural integrity of our design. If I can be of further assistance to you please feel free to call. ``�t111i6116rrfll QNEti R. IV4 A&�o.� 1S``n8�r s S' 1 /IfIO 1A 1 STRUCTURAL ENGINEER, P.E. 033915 — CERTIFICATE OF AUTHORIZATION #27170