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2000 Rosecliffe Cir - 00-002565 (ROSECLIFFE APTS) (DOCUMENTS) CLUBHOUSEZONE DATE - C c loo CONTRACTOR CAL 1-. >Y L[? i` '1AV LLcG ADDRESS PHONE # 40,3 " 0712 LOCATION ou OWNER n ADDRESS 1 LfS5 AiVC;Z • SS 11n eP- 37 PHONE PLUMBING CONTRACTOR 0- ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS FINISHED FLOOR ' ELEVATION REQUIREMENTS ( ARCHI" tECTURAL APPROVAL DATE: PERMIT' # JOB •% d4- COST S s Z ox FEE $ STATE NO. FEE FEE S &00 FEE S © FEE $ ENERGY SECT. SUBDIVISION: LOT NO. BLOCK: SECTION: v SQUARE FEET: O MODEL: OCCUPANCY CLASS: EPI: CERTIFICATE OF OCCUPANCY ISSUED # DATE: _ FINAL DATE - i 0 9 b a: a U 7 d 0 M w tx O CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS bSEGLI FP CLVLLL . Total Contract Price of Job ,ri/oo 0 Describe Work Gc.8 NoysE Foy Rosrc .#FG i4PTl PERMIT NUMBER, Total Sq. Ft. ;Zca 2u, Type of Construction 6& vc.K Flood Prone Number of Stories / Number of Dwellings ( YES) NO 9 / Zoning /LTi-FAis.r Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION ( lease attach printout from Seminole County) TAX I.D. NUMBER /O- 0- .30 00 - q& ON 6 - o ppo A OWNER _ ADDRESS ifto1f XOf CC (. I F F LTp CITY _41JJ/AMEE STATE TITLE HOLDER (IF OTHER THAN OWNER) ADDRESS CITY BONDING COMPANY ADDRESS CITY STATE STATE PHONE NUMBER '/07 ZIP 3 Y7 Y!f ZIP ZIP ARCHITECT ST EPhE^1 O 0-4`l's ADDRESS 00/ £ =R'(,O ,ewo."Mf j ^76-olofJOI , N.Y xrE A CITY fffsf/i+, STATE FV ZIP .3y"7y9i MORTGAGE ADDRESS LENDER N A CITY STATE ` ZIP % CONTRACTOR AVII#q/+ra1F' 401VJT4-14 iolo- (-rygA/ . PHONE NUMBER VQ-7 93a'o77-4 ADDRESS A ? 7 E //j yF S'T •17"E a, F ST. LICENSE NUMBER C 6 G CITY STATE FL ZIP 3y?yy Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction r and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. H 'V Z fD o n Signature of Owner/ gent & Date Signature of Contractor & Date 0,d `< KC 10", v Y d ,f Dfid L Dr 6it Y , z Type or Print Owner/Agent Name TyporPrint Co tractor' Name 01 o i ture of Notary & Date Sig ture of Notary & Date Official Seal) 1 MARGARET ANN SIMMONSMARGARETANNSIMMONSMYCOMMISSION0Cr673827 O MY COMMISSION 0 CC 673OU , a EXPIRES: December 21, 2001 70 Bonded ThS: December 21EXPIRE2001 Bonded11nuNoblyPubicundlWftna ; iu:" Pubcc Undenft, O O E Application Approved BY: J } Date: S 1Ct-CO z FEES: Building •Q0 Radon AO.aO Police .. { Fire 4•k5 4 ' OpenSpace — Road Impact pp1 'cation I[() •(D 4.4 A4 0 PERMIT VALIDATION: CHECK CASH DATE BY c, ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD ADMIN) ZaE• THIS APPLICATION USED FOR WORK VALVED $250 00 OR MORE DESCRIPTION =1S FOLLOWS: I., Commence at 'the S.W. corner of the SW 1/4 of Section 10, Township 20 South, Range 30 East, Seminole County, Florida; Thence run S. 89° 10' 44" E. along the South line of said Section 10, 2646.05 feet to the South 1/4 corner of said Section 10; Thence run N. 00° 00' 00" E., 88.90 feet ro a point located on the Northerly right of way line of Lake Mary Blvd. as per right of wa- map recorded in Map Book 1, Page 112, Seminole County, Florida; Thence run N. 89° 25' 10" W. along said Northerly right of way line of Lake Mary Blvd., 639.89 feet to a Point of Curvature of a curve concave to Northeast and leaving for its elements a radius of 3203.05 fee:., a delta of 04° 18' 55", and a chord bearing of N. 87' 15' 43" W.; Thence run along said %lirve and said right of way line for an arc distance of 241.23 feet to the point of tangency of said right of way line; Thence run N. 85° 06' 15" W. along said right of way line, 41.42 feet to the Point of Beginning; Thence continue N. 85° 06' 15" W. along said right of way line. 179.45 feet to a Point of curvature of a curve concave to the Southwest, having for its elements a radius of 3345.05 feet, a delta of 04° 04' 29". and a chord bearing of N. 87° 08' 29"1J.; 'Thence run along said curve and said right of way line for an arc distance of 237.89 fret to the Point of Tangency of said curve and right of way line; Thence run N. 890 10' 44" W. -ilong said right of way line, 534.95 feet to a point; Thence run N. 44° 16' 26" W., 14.17 feet --o the Easterly right of way line of Sir Lawrence Drive, as per plat of GROVEVIE14 VILLAGE, as recorded in Plat Book 19, Page 5, Public Records of Seminole County, Florida; Thence run 00° 39' 49" E. along said Easterly right of way line, 175.11 feet to a Point of Curvatur: of a curve concave to the Southwest, having for its elements a radius of 100.0 feet, a de?.a of 25° 50' 15", and a chord bearing of N. 12° 15' 22" W.; Thence run along said Easter;y right of way line and curve for an arc distance of 45.10 feet to a point of reverse ctir;e concave to the Northeast and having for its elements a radius of 100.0 feet, a delta of 15* 50' 15", and a chord bearing of N. 12° 15' 18" 14.; Thence run along said curve and ETsterly right of way line for an arc distance of 45.10 feet to a point of compound curve concave to the Southeast and having for its elements a radius of 316.03 feet, a delta of 26° 18' 53", and a chord bearing of N. 13° 49' lei" E.; 'Thence run along said curve and said Easterly right of way line for an arc distance of 145.15 feet to a point which is situated 210.0 feet Southerly of the South line of Lots 1 thru 19, as per said plat of GROVEVIEW VILLAGE; 'Thence leaving said Easterly right of way line of Sir Lawrence Drive, run N. 89° 46''35" E. and parallel with said Southerly lot line of said plat of GROVEVIEW VILLAGE, 466.63 feet to a point; Thence run N. 00° 13' 24" W., 210.0 feet to the said Southerly lot lines of said GROVEVIEW VILLAGE; Thence run N. 89° 46' 35" E. along said Southerly lot lines of said GROVEVIEW VILLAGE, 415.33 feel: to the Westerly right of way line of vacated Justin Way, as recorded in Plat Boole 26, Page 6, Public Records of Seminole County, Florida; Thence run S. 00" 13' 25" E. along said Westerly right of way line, 440.79 feet to a point; Thence run N. 89° 46' 32" E., 60.0 feet to the Easterly right of way line of said vacated Justin Way; Thence run S. 00° 13' 25" E. along said Easterly right of way line 220.08 feet to the said Northerly right of way line of Lake Peary Blvd. and Point of Beginning. Containing 11.0659 Acres, More or less. AT0115672 01211" RAY VALDES 19% REAL ESTATE TAX BILL UMBER 032884 SEMINOLE COUNTY TAX COLLECTOR NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS ESCROWr I ASSESSED VALUE I a r rr 10-20-30-300-014E-0000 10103 4,820,060 , N 0115672 01 AT 0.261 **AUTO T4 0 0860 34744- u u rr nr r rr r rr l r•r ur n.n n rr r.r r) TOMPKINS/ROSECLIFF LTD 1485 RIVIERA DR KISSIMMEE FL 34744-6647 LEG SEC 10 TWP 20S RGE 30E BEG INT N R/W LAKE MARY BLVD & E LI VACATED JUSTIN WAY RUN N 85 DEG 06 MIN 15 SEC W 179 FT WLY ON CURVE 237.88 FT W 535.31 FT N CONTINUATION ON TAX ROLL) PAD: 112 ROSECLIFF CIR COUNTY SCHOOL 11 . r 4.99 8.7850 42:344.23 CITY SANFORD 6.7900 32,728.21 SJWM 4820 2,323.27 COUNTY BONDS 1170 563.95 SCHOOL BONDS 7560 3,643.97 TOTAL MILLAGE 2.1 .9289 AD VALOREM TAXE5 $105 , 698.63 NON -AD VALOREM ASSESSMENTS I S.00 COMBINED TAXES AND ASSESSMENTS 105 ,.698.63 See reverseImportant fo IF PAID , NOV 30 DEC 31 JAN 31 FEB 29 MAR 31 BY 101,470.68 102,527.67 103,584.66 104,641.64 105,698.63 RAY VALDES 1999 REAL ESTATE TAX BILL NUMBER 032884 SEMINOL? COUNTY TAX COLLECTOR NOTICE OF AD VALOREM TAXES AND NON -AD VALOREM ASSESSMENTS IESCROW CDJ ASSESSED VALUE I ExEmpnONS•D 10-20-30-300-0148 0000 01Q3 4,820,060 0 14,820,060 1 Si ATBT154n N TOMPKINS/ROSECLIFF LTD LEG SEC 10 TWP 20S RGE 30E 1485•RIVIERA DR BEG INT N R/W LAKE MARY BLVD & KISSIMMEE FL 34744-6647 E LI VACATED JUSTIN WAY RUN N 85 DEG 06 MIN 15 SEC W 179 FT WLY ON CURVE 237.88 FT W 535.31 FT N CONTINUATION ON TAX ROLL) PAD: 112 ROSECLIFF CIR PAY IN U.S. FUNDS TO RAY VALDES • TAX COLLECTOR • P.Q. BOX 630 • SANFORD, FL 32772.00M IF PAID ' NOV 30 DEC 31 JAN 31 FEB 29 MAR 31 BY 101,470.68 102,52' 103,584.68 104,641.64 105,698.63 THIS IS NOT A BILL - DO NOT PAY vnl110 001 1 UAc OCC144 C^0lR 40ncn YM IdP1MC CFR1/I0;1Nfi OF AMFRIf`A DESCRIPTION AS FOLLOWS: Commence at the S.W. corner of the SW 1/4 of Section 10, Township 20 South, Range 30 East, Seminole County, Florida; Thence run S. 89° 10' 44" E. along the South line of said Section 10, 2646.05 feet to the South 1/4 corner of said Section 10; Thence run N. 00° 00' 00" E., 88.90 feet :o a point located on the Northerly right of way line of Lake Mary Blvd. as per right of wa: map recorded in Map Book 1, Page 112, Seminole County, Florida; Thence run N. 89° 25' 10" 'el. along said Northerly right of way line of Lake Mary Blvd., 639.89 feet to a Point of Curvature of a curve concave to Northeast and leaving for its elements a radius of 3203.05 fee-, a delta of 04° 18' 55", and a chord bearing of N. 87° 15' 43" W.; Thence run along said .1irve and said right of way line for an arc distance of 241.23 feet to the point of tangency of said right of way line; Thence run N. 85° 06' 15" W. along said right of way line, 41.42 feet to the Point of Beginning; Thence continue N. 85° 06' 15" 14. along said right of way line 179.45 feet to a Point of curvature of a curve concave to the Southwest, having for its elerents a radius of 3345.05 feet, a delta of 04° 04' 29". and aclord bearing of N. 87° 08' 29" W.; Thence run along said curve and said right of way line for an arc distance of 237.89 feet to the Point of Tangency of said curve and right of way line; Thence run N. 89° 10' 44" W. ilong said right of way line, 534.95 feet to a point; Thence run N. 44° 16' 26" W., 14.17 feet -.o the Easterly right of way line of Sir Lawrence Drive, as per plat of GROVEVIEW VILLAGE, as recorded in Plat Book 19, Page 5, Public Records of Seminole County, Florida; Thence run 00° 39' 49" E. along said Easterly right of way line, 175.11 feet to a Point of Curvatur: of a curve concave to the Southwest, having for its elements a radius of 100.0 feet, a dej'.a of 25° 50' 15", and a chord bearing of N. 12° 15' 22" W. ; 'Thence run along said Easter:y right of way tine and curve for an arc distance of 45.10 feet to a point of reverse cur.=e concave to the Northeast and having'for its elements a radius of 100.0 feet, a delta of '50 50' 15", and a chord bearing of N. 12° 15' 18" 14.; Thence run along said curve and [is'terly right of way line for an arc distance of 45.10 feet to a point of compound curve conca'ie to the Southeast and having for its elements a radius of 316.03 feet, a delta of 26° 18' 53", and a chord bearing of N. 13° 49' lei" E.; Thence run along said curve and said Easterly right of way line for an arc distance of 145.15 feet to a poiTit which is situated 210.0 feet Southerly of the South line of Lots 1 thru 19, as per said plat of GROVEVIEW iLLAGE; Thence leaving said Easterly right of way line of Sir Lawrence Drive, run N. 89° 46' 35" E. and parallel with said Southerly lot line of said plat of GROVEVIEW VILLAGE, 466.63 feet to a point; Thence run N. 00° 13' 24" W.,•210.0 feet to the said Southerly lot lines of said GROVEVIEW VILLAGE; Thence run N. 89° 46' 35" L. along said Southerly lot lines of said GROVEVIEW VILLAGE, 415.33 feet to the Westerly' right of way line of vacated Justin Way, as recorded in Plat Book 26, Page 6, Public Records of Seminole County, Florida; Thence run S. 00° 13' 25" E. along said Westerly right of way line, 440.79 feet to a point; Thence run N. 89° 46' 32" E., 60.0 feet to the Easterly right of way line of said vacated Justin Way; Thence run S. 00' 13' 25" E. along said Easterly right of way line 220.08 feet to the said Northerly right of way line of Lake Mary Blvd. and Point of Beginning. Containing 11.0659 Acres, More or less. Fema Rec'd Slab Rec'd Inspector App' d I P61 6.0. REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION COMMERCIAL BUILDING**"* DATE I-10 -0 I PERMIT # Ooe5 ADDRESS DS e-G L + 'T '" PROJECT l.L I"l Yl l .Yl CONTRACTOR V VU ,01 1- The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be i attached to the C.O. Thank you for your cooperation. f zlcsl Engineering FIRE Public Works ZONING I Utilities Fema Rec'd Slab Rec'd Inspector App' d /— //- D j g•v. REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION COMMERCIAL BUILDING**** DATE 1-113 -0 I PERMIT # ADDRESS '-P 6) -PN DS-Q-G L i C'" Je-LA"V- L) PROJECT -r I 10 UL`' -r 46n CONTRACTOR V V-LaY "T0)-V\IUnS L- (d' The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineeri Public Works x / I l d ZONI Utilities Cnnrlitinns• ftn ha rmmnlatarl nnly if annmval ie rnnrlitinnnA Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION COMMERCIAL BUILDING**** DATE 1-10 -0 PERMIT # Cca• --2,Qe5 ADDRESS eDOCJ .• --; G l i " A. Cs" PROJECT Ck"- c h 0 : 4o-Y413 CONTRACTOR A0tV)-41VWxP— The Building Divisiion has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering FIRE Public Works . ZONING Utilities Conditions: (to be completed only if approval is conditional) ZJ.d1/idi i U01fly Inspector INITIALS DATE Utility Inspector's Final FDEP Clearance - Water-------------------- FDEP Clearance - Sewer ^n / City Services Easements ---------- ---------- Maintenance Bond (10% - 2yr) v 1 v I 01 Other-------------------- ---------- ---------- < < tJ$5 CITY OF SANFORD, FLORIDA PERMIT NO. 0( -Z3 / DATE I I COI QCD THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING H.A.R.V. MECHANICAL EQUIPMENT: OWNER'S NAME ADDRESS OF JOB OC i OSe ,I C\. C MECHANICAL CONTR 1 ulE, Tr\ RESIDENTIAL A=r' COMMERCIAL Subject to rules and regulations of Sanford mechanical code. NATURE OF WORK COMPETENCY CARD NO. V-4A0AVkD171O ENERGYAIR, INCORPORATED Nobody Worts Harder October 20, 2000 City ofSanford Building P.O. Box 1788 Sanford, Florida 32772-1788 RE: Building Permit #002565 2000 Rose Cliff Circle This letter is to certify that Sheronda Rainey has been designated to pull the mechanical permit for Energy Air, Inc., On behalf ofEitergy.Air, Inc. any questions please don't hesitate to call. Thank you, Charles H. Kulp D President STATE OF FLORIDA COUNTY OF ORANGE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS IOTH DAY OF OCTOBER 2000 BY CHARLES H. KULP, OF ENERGY AIR, INC., A FLORIDA CORPORATION ON BEHALF OF THE CORPORATION. CAC'018270. 2114 S. Orange Blossom Trail • Apopka, Florida 32703 • (407)886-3729 • FAX(407)886-7580 • www.energyair.com Fema Rec'd Slab Rec'd Inspector App'd REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION COMMERCIAL BUILDING**** DATE I-10.0 I PERMIT # Oo- ;2-'-3(o55 ADDRESS O- p.Q,G i "- . 46nPROJECT--Ir)r10 ` - -C r 4o- 13 . CONTRACTORP0tjVLMVL"-T02 iu 1-)5 L4 The Building Divisiion has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineeri Public Works 4A4 JI'V, / -1 (- o Utilities Conditions: (to be completed only if approval is conditional) Qa.-A4kr oLd Per- c, woo S 15 c u 'T Bess r'i S G oa . D_ i 2v-30-30U-Oig5j-00-0 vov-Pu(eLJ V h pP(P4 Sanford Fire Department Fire Prevention Division Certificate of Completion DATE: January 17, 2001 ADDRESS: 2000 Rosecliffe Cir CONTRACTOR / PROJECT NAME: Huntington Reserve Clubhouse) The above noted location and/or project has received a final inspection from the Fire Prevention Division for the items listed below. Compliance with current requirements for Life Safety Systems and/or codes have been satisfied and inspected. There may be other requirements, by other city departments, which may be necessary to be completed to meet the requirements for a Certificate ofOccupancy, which is to be issued by the Community Development Department Building Division. X ] BUILDING FINAL FIRE ALARM FINAL HOOD FINAL (No suppression system) HOOD FIRE SUPPRESSION SYSTEM FINAL UNDERGROUND FIRELINE FINAL SPRINKLER SYSTEM FINAL PAINT BOOTH FINAL PAINT BOOTH SUPPRESSION. SYSTEM INSPECTED BY: ;(' TITLE: Inspector DATE: 1/17/ol Mar-24-04 07:32A P.02 Grusenmeyer -Scott & Associates, Inc. Land Surveyors Paul L. Deater P.L.S. Tom C. Grusenmeyer P.L.S. Richard E. Fisher P.L.S. James W. Scott P.LS. E. R.'Randy" Brown P.L.S. Tom X. Grusenmeyer P.L.S. John W. Walker P.L.S. January 23 2001 Building Department City of Sanford 300 N. Park Avenue Sanford, FL 32771 Re: Clubhouse at 2000 Rosecliff Circle To whom it may concern: I, James W. Scott, PLS 4801, do hereby certify that the Clubhouse located at 2000 Rosecliff Circle and lying with the boundaries of the land as described on sheet 2 of 2 of this letter hereon, has a living area finish floor of 0.85' above the highest point of the inverted crown directly in front of and adjacent to said clubhouse. The above finished floor elevation meets or exceeds the requirements set forth in the City of Sanford building code, Section 6-7(A), based on the situation that the building site slopes away from the adjacent street or roadway. Yours truly, Gw 7 W, t es W. Scott L.S. No. 4801 STATE OF FLORIDA SHEET 1 OF 2 Orange, Seminole & Osceola Counties • 5400 East Colonial Drive • Orlando, Florida 32807 • Phone (407) 277.3232 Marion County • 3100 SE. 24th Street, Suite B • Ocala, Florida 34471 • Phone (904) 624.7694 Brevard County • 563 Barton Blvd. Suite #17 9 Rockledge, Florida 32955 • Phone (407) 636.1055 Mar-24-04 07:32A P.03 DESCRIPTION AS FOLLOWS: Commence at the S.W. corner of the SW 1/4 of Section 10, Township 20 South, Range 30 East, Seminole County, Florida; Thence run S. 89' 10' 44" E. along the South. line of said Section 10, 2646.05'feet to the South 1/4 corner of said Section 10; Thence run N. 00' 00' 00" E., 88.90 feet to a point located on the Northerly right of way line of Lake Mary Blvd. as per right of way map recorded in Map Book 1, Page 112, Seminole County, Florida; Thence run N. 89' 25' 10" W. along said Northerly right of way line of Lake Mary Blvd., 639.89 feet to a Point of Curvature of a curve concave to Northeast and having for its elements a radius of 3203.05 feet, a delta of 04' 18' 55", and a chord bearing of N. 87' 15' 43" W.; Thence run along said curve and said right of way line for an arc distance of 241.23 feet to the point of tangency of said right of way line; Thence run N. 85' 06' 15" W. along said right of way line, 41.42 feet to the Point of Beginning; Thence continue N. 85' 06' 15" W. along said right of way line, 179.45 feet to a Point of curvature of a curve concave to the Southwest, having for its elements a radius of 3345.05 feet, a delta of 04' 04' 29". and a chord bearing of N. 87' 08' 29" W.; Thencd'run along said curve and said right of way line for an arc distance of 237.89 feet to the Point of Tangency of said curve and right of way line; Thence run N. 89' 10' 44" W. along said right of way line, 534.95 feet to a point; Thence run N. 44' 16' 26" W., 14.17 feet to the Easterly right of way line of Sir Lawrence Drive, as per plat of GROVEVIEW VILLAGE, as recorded in Plat Book 19, Page 5, Public Records of Seminole County, Florida; Thence 'run N. 00' 39' 49" E. along said Easterly right of way line, 175.11 feet to a Point of Curvature of a curve concave to the Southwest, having for its elements a radius of 100.0 feet, a delta of 25' 50' 15 ", and a chord bearing of N. l2' 15' 22" W.; Thence run along said Easterly right of way line and curve for an arc distance of 45.10 feet to a point of reverse curve concave to the Northeast and having for its elements a radius of 100.0 feet, a delta of 25' 50' 15", and a chord bearing of N. 12' 15' 18" W.; Thence run along said curve and Easterly right of way line for an arc distance of 45.10 feet to .a point of compound curve concave to the Southeast and having for its elements a radius of 316.03 feet, a delta of 26' 18' 53", and a chord bearing of N. 13' 49' 14" E.; Thence run along said curve and said Easterly right of way line for an arc distance of'145.15 feet to a point which is situated 210.0 feet Southerly of the South line of Lots 1 thru 19, as per said plat of GROVEVIEW VILLAGE; Thence leaving said Easterly right of way line of Sir Lawrence Drive, run N. 89' 46' 35" E. and parallel with said Southerly lot line of said plat of GROVL•VIEW VILLAGE, 466.63 feet to a point; Thence run N. 00' 13' 24" W., 210.0 feet to the said Southerly lot lines of said GROVEVIEW VILLAGE; Thence run N. 89' 46' 35" E. along said Southerly lot lines of said CROVEVIEW VILLAGE, 415.33 feet to the Westerly right of way line of vacated Justin Way, as recorded in Plat Book 26, Page 6, Public Records of Seminole County, Florida; Thence run S. 00' 13' 25" E. along said Westerly right of way line, 440.79 feet to a point; Thence run N. 89' 46' 32" E., 60.0 feet to the Easterly right of way line of said vacated Justin Way; Thence run S. 00' 13' 25" E. along said Easterly right of way line 220.08 feet to the said Northerly right of way line of Lake Mary Blvd. and Point of Beginning. Containing 11.0659 Acres, More or less. SHEET 2 of 2 Mar-24-04 07:33A P.04 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1 -7. O.M.B. No. 3067-0077 Expires July 31, NO2 SECTION A - PROPERTY OWNER INFOR,IIATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number : Huntington Reserve Apartments BUILDING STREET ADDRESS (Including A;t.. Unit, Suite, and/or Blds. No.) OR P.O. ROUTE AND BOX NO, Company NAIL Number CITY., —__—_ --- - STATE Lie tvue Sanford Florida PROFERTY DESCRIPTION (Lot and B;cek Numbers, Tax Parcel Number, Legal Description, ex.) See AttachedBUILDINGUSE (e.g.. Residential, Nor. -residential. Addition, Accessory. etc. Use Comments sawn if necessary.) Inn -Residential (Clubhouse) I pe . #a- . W.n i- or HORIZONTAL DATUM: L_I NAD 1927 L-I NAD 1 a83 1_I GPS L,-J USGS SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION I_J Other. City of Sanford 120294 Seminole County Flori a Fri. hIAP A 4V r^mmL. oo. ovrran 1 w— r -- ...v,.- • - • •• •••• • • ^ •-- -- - - - - NUMBER DATE EFFECTIVE/REVISED DATE] ZONES) (Zone AO, use depth of docdins) 12117C 0045 E 4-17-95 4-17-95 "X" NSA B10, Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. jJ FIS Profile L_I FIRM L_I Community Determined LJ Other (Describe): B11. Indicate the elevation datum used for the BFE in B9: L__.I NGVD 1929 L_I NAVD 1988 1J Other (Describe): B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? "Yes L_J No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: I_IConstruction Drawings, L_IBuilding Under Construction* 1_IFinished Construction A new Elevation Certificate wili be required when construction of the building is complete. C2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones At-A30, AE, AM, A (with BFE), VE, V1-V30, V (with BFE), AR, ARIA, ARIAE, AR/A1-A30. ARIAH, AR/AO Complete Items C3a-I below according to the building diagram specified In Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum ConversioMComments Does the elevation reference mark used appear on the FIRM? LJ Yes L_l NoElevationreferencemarkused O a) Top of bottom floor (including basement or enclosure) O b) Top of next higher floor O c) Bottom of lowest horizontal structural member (V zones only) R.(m) c O d) Attached garage (top of slab) ft.(m) LU F O e) Lowest elevation of machinery andlor equipment servicing the building R.(m) O f) Lowest adjacent grade (LAG) R.(m) z O g) Highest adjacent grade (HAG) R.(m) ih) No. of permanent openings (flood vents) within 1 ft. above adjacent grade O 1) Total area of all permanent openings (flood vents) in C3h _ - sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION Tnis certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I cer; `1 that the info. -oration in Ss:tions A, B, and C on this certirca'e represents my best efforts to interpret the data available. l understand that ang false statement may be punishable by Tne or imprisonment under 18 U.S. Code, Section 1001. _ C_RTiFI=R'S NAl,1= LICENSE NIA. ; 4801JamesW. Scott COMPANY NAh1E Land Surveyor Grusenmeyer—Scott b Associates, Inc. TITLE A7DR- CITY STAT ZIP CODE 5400 East Colonial Drive Orlando Florida 32807 FEMA Form414.31, AUG 99 DATE 01-18-01 TELEPHONE(407) 277-3232 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS Mar-24-04 07:33A P.05 IMPORTANT' In these spaces copy the corresponding information from Section A. I For Insurance Company Use: J Moeec Ant umt Ruda snevnr Ride_ No-1 OR P.O. ROUTE AND BOX NO Policy Number ZIP COOE Company NAlt; Number..,,., CITY STATE : I SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agentloompany, and (3) building owner. COIIIMENTS I_I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without 8FE), complete Items E1 through E4. Ifthe Elevation Certificate is intended for use as supporting infor-nal or, for a LOAlA orLOhfR-F, Section C must be completed. El. Euild'ng Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed — see pages 6 and 7. if no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (Including basement or enclosure) of the building is LJ--_J ft.(m) L_L_Iin.(cm) LI above or LJ below check one) the highest adjacent grade. E3. For Building Diagrams 6-8 with openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is LU tt•(m) .LLlin.(cm) above the highest adjacent grade. E4. For Zone AO only: If no flood depth number is available, is the top of the bottom flooe'elevated in accordance with the community's floodplain management ordinance? J I Yes I 1 No I I Unknown The local official must certify this information in _Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. PROPS JNER' OWN=R'S AU H 1ZEO R RESEN A IVE'S NAhtc AD RESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COR MEN S LJ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, S. C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G1. L 1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data In the Comments area below.) G2. I_J A community official completed Section E for a building located in Zone A (without a FEf tA•issued or community -issued BFE) or Zone AO. G3. I I The following information (Items G4-G9) is provided for community floodplain management purposes. G7. This permit has been issued for: L_I New Construction LI Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: ^ ft.(m) Datum: G9. BFE or (in Zone AO) depth of flooding a' the building site is: _ ft.(rn) Datun:: LO A. OFFiC1A_-S NX%lE TITLE COP.'m'JNITY TELEPHONE SIGNATURE DATE COM I=NTS I_I Check here if attachments FE`AA Form 81-31. AUG 99 REPLACES ALL PREVIOUS EDITIONS Mar-24-04 07:34A P.06 DESCRIPTION AS FOLLOWS: ge Commence at the S;1-1. corner ofThence run S. 89of10'44" E. along tiepSouutholine ofnsaidO Seminole County, Florida; Section lo, 2646.05'feet to the SoutSouth1/4 corner of said Section 10; Thence run N. 00° 00' 00" E., 88.90 feet to a point located en the Northerly right of way line of Lake Mary Blvd. as per right of way map recorded in clap Book 1, Page 112, Seminole County, Florida; Thence run N. 89° 25' loll 14. along said Northerly right of way line of Lake nary Blvd., b39.89 feet to a ofPointofCurvatureofacurveconcavetotiortheastandhavingforitselementsaradiusrun 3203.05 feet, a delta or Otk° 16' 55", and a chord bearing of N. 87° 15' 43" 1;.; Thence along said curve and said right of way line for an arc distance of 241.2311feet to the pointoftangencyofsaidrightofwayline; The.. run N. 65° 06' 15" W. along said right of way line, 41.42 feet to the Point of Beginning; Thence continue N. 85 06 15 1.1. along saidright of way line, 179.45 feet to a Point of curvature of a curve concave to the Southwest, g for its elements a r`5faandlta saidfright041ofway•line forand oan arcrd rdistance ingofN. 87° 08' 29" W.; Thencece run along saidcurve of 237.89feettothePointofTangencyofsaidcurveand right of way line; run NThencelb'nV, S9, 10' 44"•W. along said right of way line, 534.95 feet to a point; a tat 4" 16'26I 14.17 feet to the Easterly right of way line of Sir Lawrence Drive, as per P Florida; VILLAGE, as recorded in Plat Book 19, Page 5, Public Records of Semi17lellounty,feet to aPoint Thence run N. 00° 39' 49" E. along said Easterly right of way line, of Curvature of a curve concave to the Southwest, having for its elements radiThence us of 100.G ng feet, a delta of 25° 50' 15", and a chord bearing of N. 12° 15' 22" i1.; said Easterly right of caCl:eline l+ortheastcurve andforhavingarcfordistance elements5a1radiusof100. 0feet, reverse curve concave t a delta of 25° 50' 15" and f wac,lbearing an arc distance'of845t.110 feetcto arun pointalong ofacompound curveand Easterly right o yline curve concave to the Southeast and having for ° its elements a radius of 316•Saidfeet, curve anddelta of 26° 18' 53", anda chord bearing of N. 13 49 14 E.; Thence run along- point which is said Easterly right of way line for an arc distance of 145.15 feet to per said plat of situated 210.0 VILLAGE; Thenceerly leavingtsaidouth line of Easterly righttoflwayrline ofsSir Lawrence Drive, run GROVL'FIEt1 4I , tat of GR04>;VIEw' VILLAGE, N. 89° 46' 35" E. and parallel with said Southerly lotline feetatc tl:e said Southerly lot 466.63 feet to a point; Thence run N. 00° 13' 24" t1., E. along said Southerly lot lines lines of said GROVEVIEW VILLAGE; Thence run 1.- 89° 46' 35line of vacated Justin of said GROVEVIL61 VILLAGE, 415.33 feet to the Westerly right of way Florida; Thence Slay, as recorded in Plat Book 26, Page 6, Public Records of Seminole County, point; Thence run S. 00° 13' 25" E. along said lesterly right of way line, 440.79 feet to a run N. S9° 46' in 32" E. 60.0 feet to the Easterly right of way line of said v08afeeted Jlotthe Way; Thence run S. 00 13 25E. along said Easterly right of way said Northerly right of way line of Lake nary Blvd. and Point of Beginning. Containing 11.0659 Acres, More or less. Mar-24-04 07:32A P.O1 GRUSENMEYER - SCOTT & ASSOCIATES, INC. LANDSURVEYORS Thomas X. Grusenmeyer, P.L.S. James W. Scott, P.L.S. FAX TIUNSMITTALMAX (407) 658-1436 DATE: /- a3 - D / TO: ATTN: NUMBER OF PAGES: (INCLUDING THIS PAGE) FROM: 5400 E. COLONIAL DRIVE. ORLANDO, FL 32807 (407) 277-3232 FROM : STEPHEN E.DAVIS ARCHITECTS INC FAX NO. : 407 9332057 Oct. 11 2000 07:29AM P1 Stephen E. Davis Architects, Inc.,„a 11 October 2000 Seminole Co Ong De 1 st Street Sanford, FL 32771 RE: Permit # 002565 Clubhouse Parramore Constr. Attention: Mr. Dear Mr. Odes: Omit #5 reinf. bar in filled cell each side of window at kitchen sink, grout cell solid. If.I,aambe-of any:further service, please do not hesitate to contact me. S'erel Si 13E +DAMS AR FUMCTS, INC. 7) e Big Sky Professional Center 933-7660 Phone2901E. Ido Bronson Memorial Hwy. - Suite A (407 ) Kissimmee, Florida 34744 (407) 933-2057 Fax FROM : STEPHEN E.DAVIS ARCHITECTS INC FAX NO. : 407 9332057 Oct. 11 20W 08:02AM P1 Stephen E. Davis Architects, Inc. s, #A cm us 11 October 2000 City of Sanford. Building Department Sanford, FL 32771 RE: Permit # 002565 Clubhouse Parramore Constr. Attention: Mr. Bill Oden Dear Mr. Oden: Omit #5 reinf. bar in filled cell each side ofwindow at kitchen sink, grout cell solid. On Sheet A-2 (rear elevation) revise window at right side (sink) to SH23, omit round top. If I. pazlilr of any. further service, please do not hesitate to contact me. ARCHITECTS, INC. SD: cb Big Sky Professional Center 2901 E. Ido Bronson Memorial Hwy. - Suite A Kissimmee, Florida 34744 407) 933-7660 Phone 407) 933-2057 Fax Stephen E. Davis Architects, Inc. ARM, AA C00144 11 October 2000 City of Sanford. Building Department Sanford, FL 32771 RE: Permit # 002565 Clubhouse Parramore Constr. Attention: Mr. Bill Oden Dear Mr. Oden: Omit #5 reinf bar in filled cell each side of window at kitchen sink, grout cell solid. On Sheet A-2 (rear elevation) revise window at right side (sink) to SH23, omit round top. If I can be of any further service, please do not hesitate to contact me. Sincere , s G 4WI Stephen . Davis STEPHEN E. DAVIS ARCHITECTS, INC. SD: cb Big Sky Professional Center 2901 E. Ido Bronson Memorial Hwy. - Suite A (407) 933-7660 Phone Kissimmee, Florida 34744 (407) 933-2057 Fax Stephen E. Davis Architects, Inc. ARM, AA C001144 11 October 2000 City of Sanford. Building Department Sanford, FL 32771 RE: Permit # 002565 Clubhouse Parramore Constr. Attention: Mr. Bill Oden Dear Mr. Oden: Omit #5 reinf. bar in filled cell each side of window at kitchen sink, grout cell solid. On Sheet A-2 (rear elevation) revise window at right side (sink) to SH23, omit round top. If I can be of any further service, please do not hesitate to contact me. Sincerely, L' Stephen Davis STEPHEN E. DAVIS ARCHITECTS, INC. SD: cb Big Sky Professional Center 2901 E. Irlo Bronson Memorial Hwy. - Suite A (407) 933-7660 Phone Kissimmee, Florida 34744 (407) 933-2057 Fax CITY OF SANFORD PLUMBING APPLICATION PERMIT NO. 00 • CW DATE 9 / 18 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING PL • MBING: OWNER'S NAME: ,& `, vv ADDRESS OF JOB: a v PLUMBING CU RAMPRUMBING SERES. VON-RES. X Subject to rules and regulations of Sanford Plumbing Code this application I am stating that I am in compliance with City ofSanford Code. Applicant Signature RF0066555 State License# CITY OF SANFORD ELECTRICAL APPLICCATION PERMIT NO. CQ* 3Ci9 l— DATE: / - 15 -00 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER'S NAME: ADDRESS OF JOB:d00 /wSC L i1'T C r' ELECTRICAL CONTRACTOR:Gy/C RES NON-RES Subject to rules and regulations of the city electrical code: Total 6-0 . D ") By signing this application I am stating I am in coq pliance with the City Elect alCode Applicant' s Signature Covoo3sv States License{ CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES ONE #: 407-302-1091 • FAX #: 407-330-5677 DATE: C%C'i PERMIT #: CJ D BUSINESS NAME: ADDRESS: cn(=> f c SCC'Ac C / < 2 PHONE NUMBER: ( '`7) CONST. INSP. C. OF O. INSP. PLANS REVIEW - TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FA FS OTHER AMOUNT $ O " LtO See ev, A<<,,gcCOMMENTS. C' '.) a- k4j. G F3 S 716-- AWIICJ - 7 Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before anv further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances o the Cit of Sanford, Florida. Sanfqperfire Prevention Applicants -Signature DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. O. BOX 1788 SANFORD, FL 32772-1788 Project Name: Ae /?OSr-_ Date: Owner/Contact Person: Phone: Address: 2 000 Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/411, 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2",, etc. ) REMARKS: CONNECTION FEE CALCULATION: 2 o f,V, C E^V'7R9 I- 1,'U#7ER 6.749c7 A-6E = AP-15,0 2 3 So 7o'79 G = /2'7s'o Name - Signature - Date. REVISED a( 4% TABLE 709.1 DRAINAGE FIXTURE UNITS FOR FIXTURES AND GROUPS1) water System Impact Fees Equivalent Residential Connection (ERC) - 300 Gallons Per Day (GPD) Residential - 650/Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. 487.50/Unit Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 75% - 225 GPO of the water and sewer service of an average single family unit.) commercial - 650/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined by increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five 25) fixture units will be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5 ERU.) 2) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. 1275/Unit - Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgement/assumption/estimation that such family units on average require 751 of water andsewerserviceofanaveragesinglefamilyunit.) Commercial - Industrial - Institutional 51700/ERU - Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixtureunitstheImpactFeewillbeincrementsof251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixture units will be rated as 1.5 ERU.) FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS MINIMUM SIZE OF TRAP (Inches) Automatic clothes washers, commercials 3 2 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closet, lavatory, bidet and bathtub or shower 6 Bathtub (with or without overhead shower or whirlpool attachments) 2 1 /2 Bidet 2 11/4 Combination sink and tray 2 1 /2 Dental lavatory 1 1 /4 Dental unit or cuspidor 1 1 /4 Dishwashing machine,° domestic 2 k — 2 1 /2 Drinking fountain 2 h — fh 1 /4 Emergency floor drain U 2 Floor drains 2 X 2 — 2 Kitchen sink, domestic 2 1 /2 Kitchen sink. domestic with food waste grinder and/or dishwasher 2 1 /2 Laundry tray (l or 2 compartments) 2 1 /2 Lavatory 1 /4 Shower compartment, domestic 2 2 Sink 2Z = 1112 Urinal 4 Footnote d Urinal, I gallon per flush or less Wash sink (circular or multiple) each set of faucets Water closet, flushometer tank, public or private 2e 2 4e Footnote d 11/2 Footnote d Water closet, private installation 4 k Z = b' Footnote d Water closet, public installation 6 Footnote d Forst- l inch = 25.4 mm, l gallon = 3.785 L. a For traps larger than 3 inches, use Table 709.2. 2 let t+ A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. See Sections 709.2 through 709A for methods of computing snit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixture outlet size. For the purpose ofcomputing loads on building drains and sewers. water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values are confirmed by teeing. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS FIXTURE DRAIN OR TRAP SIZE inches) DRAINAGE FIXTURE UNIT VALUE 1114 I 11/2 2 2 3 21/2 4 3 5 4 6 Standard Plumbing Code4M997 For SI: { inch = 25.4 nmi t. 1 !1! 11 rl;f"t i ; rlil(1 IT':, I I'f 1110111 li*'I,: r, r i) 1. 0 j"1v W, W-f fl'Al iin -1, 01 s. Up, FW Sm OP M rW WWII 1KW(v3vT)fvv K4 t ti QNi 141! lot 1; 1 tm.i 1, Yg I Kom I NO PARRS i-okki L.1-11 IP its I 14=t: N N., off W I-W.HT PELF f ULU BY WfL: 10 IJFCRrVfN0 E Nst RE 4 4 ME I Y 1 Aymp N 1 MYT uf W i VESIR15"TItoms I—Avu" ovpf J F- I I-INICS ANOUNI !Altn' M! lid 1 u it! C e 04014 Xv, it! -014, 1 In"O 1;4 I'vils ilk. 144. illf'li N! ANKAOTIN* PENSCWK, till- WAtFAN 001 111W Q: A vv1 nWV1' .1 Q 1VOY, W L"WKVI 101 i"J XUALMN(T (IF A HOW)ii.W PLUNA I f"I !il.) ot*''O-CtLi.', 1*11011, l!"Hy, TU Arpipi. -n*- cro c6i OF cq 11N Wool PFOH smKI. INF441 f LI muqv BE FXERGESI'D by VIIAthi A bAlLifold HLIAA15F 141f0fM "15 W.FTINAS DAYR OF 1W REfFIVIN0 STUNAILIP1 volk WON , rMf W! KPINK 0WS CQUFFICATE OF 5:011PYANY L)IR UWAIANt.T. THK 10:000if ;AIR RvAll.chi ORW MEFT THE Ot' 'HIF WANT 1044 GOFII F:42 OF RIA.A.'.1 4, f-*1IT'i--,*f')I,,- 1116`f, Itf, ili; YVON OW: PIAN JI4FTFPWTI1A!1nN OFIJUS a 1101 IN,-! F&A AW 1, 3ANFORD FL, 34?71; PWT I' ll A%1_1 -;HOLWJ) J iV 4.. 1, k:0". i:, 1. t 1, 10 1,11311 DYhat00"AWrOW t 1 01 FAUI FAISUT 7mi-El FAYMUNT SWAN- 0 PF I" c+11j: two Woun, =40 NO% AN KIVU is W F 1 NE ph I 1141`: 1: J'011-10' ON clip ha:v 611a, fHP-'., T"fU SWITMENT It; IV, 1 (WREW VAL 10 IF A Vani. PIWO PERN71 35 W1110i, ITNED -"o ' I'll!: .0... IA"OW', 8 DETAIL OF CALCULATION AVAILABLE 1PON REUUESU. CALK 407-665-7356. W) 00 00 o W 0o 00 MARYAUME NORSE SE 1IhOLE roU,I l r. FLTRECUTFn7r,1; Fi-, 564751 2000 Jl'; 19 AN lo: it o State Of Florida Notice of Contntencenient Permit No. County of Seminole The undersigned hereby Tax Folio N0.(PW) le- -- 00 •• 3 0 •3 Uc - Oly a .. p;,, g y gives notice that improvement win be made to certain real property, and inaccordancewithChapter713. Florida Statues, the following inform at join is provided in this Notice ofCommencement. DEMiTION OF PROPERTY (legaldescription of the property and street addressa(_ j t<E' /J r r"C !I t_/J ) GENERAL DESCRIPTION OF IMPROVEMENT - C l\1/lal •.:, u"r VAWIA 11ON n Name and address r0111 K t "1 cSEC F ' S R l v /FIFA Q.Q CDInterestinroertPartnership 4 :NPPy(Fee Simple, Partncrohipctc) NAME AND ADDRESS OF FEE SU'IPLE TITLE HOLDER IF OTI>TdrR THAN O WTYE R) k-OIv rn . am and address /°A•?C/iMa,P¢ ,,+> i ?,ic Tic.. Sr. SrE E let,isSi.>,,a7Ec Fc zu-7\ L, RETY(BONDDYG CO Name and Address > Amount of Bond_ LENDER Nance and address INS INS r ADDR. A 3-7 t ,,E— s IE I............ Persons \vithin the State of Florida designated by Owner upon wbom notice or other documents may be served as providedbySection713.13(lXa)7. Florida StatuesNameandaddressTAfle f F j7 E/i fT 1 " /j 4s K C C /,1 iA T e,?E/jI/iniE f T F.....y. Expiration Date of Notice at of Commencement ..................................... The expirat................................. ion date is 1 year from date of recording unless a different date is specified.) t ,. ignalure of O"-ner Ilen7c%!j /J Sworn to and subscribed before me this Day of GG' a O d rt iA v N tar ublic MY Commission Expires: 11 forego tg iuslntnteut was acknowledge before the this _day of uame of person acknowledge), who is perso Jv kno n, to me Sir . ha has produced (t)I)c of ideulilicalion) as identification and who didldid not take an oath 7 MARGARET ANN SIMMONS —IIIiDkMYCOMMISSIONXCC673827 t• „ a;o •' EXPIRES: Deem* 2tV-- . 2001BondedTAruNDiaCtln, B r1i., ry Public Underw,tters Y 1 Whole-Building Performance Method for Commercial Buildings Form 400A-97, ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME CLUBHOUSE PERMITTING OFFICE• ADDRESS: •T/s'aCc1 FL se-#Ol ki COUNTY C FL CLIMATE ZONE: _5 IOWNER: _PARRAMORE CONSTR. PERMIT NO: _PER COUNTY_ AGENT: JURISDICTION NO:_591000 BUILDING TYPE: _Assembly CONSTRUCTION CONDITION: New constructionDESIGNCOMPLETION: _Finished BuildingCONDITIONEDFLOORAREA: _1437.48 NUMBER OF ZONES: 1MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 54 COMPLIANCE CALCULATION: METHOD ---------- A DESIGN CRITERIA RESULT A. WHOLE BUILDING 96.56 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING LIGHTING CONTROL REQUIREMENTS HVAC EQUIPMENT PASSES COOLING FgUIPMENT 1. EER IPLV 8.50 8.50 PASSES HEATING EQUIPMENT 7.50 7.50 PASSES 1. Et FAN SYSTEM REQUIREMENTS 1.00 N/A 1. Variable Air Volume ( AIR DISTRIBUTION SYSTEM INSULATION 1.20 REQUIREMENTS 1.25 PASSES I. With Insulated Roof REHEAT SYSTEM TYPES USED 6.00 6.00 PASSES NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. EF 2. Et 0.90 0.88 PASSES SL 0.79 0.78 PIPING INSULATION REQUIREMENTS 0.03 0.04 PASSES 1-- Circulating 1-50-----------1--------------.00 PASSES COMPLIANCE CERTIFICATION: I hereby certify that. thep . s,and specifications co ed1 Review of the plans and specifica- s calcu- lation are n ' . .•• nee. 1 thecI' tions covered by this indicates calculation Florida Energqyy•.E PREPARED BY: "Dt''"" ''' .. compliance with the Florida Energy Efficiency Code. Yw'"' DATE: Before construction this is completed, r ,. ; building will be for compliance in accordance inspected with r I hereby certify that this building isincompliancewiththeFloridaEnergyEfficiencyCode. OWNER/AGENT: DATE: Section BUILDING DATE: 553.908, Florida Statutes., OFFICIAL: I hereby certify(*) that the system design is in compliance with the FloridaEnergyEfficiencyCode, SYSTEM DENE RE STRA ION/STATEARCHITECT : ! IMECHANICAL• PLUMBING ELECTRICAL: LIGHTING . Signature is required where Florida law requires design to be performedbyregistereddesignprofessionals. Typed names and registration numbers maybeusedwhereallrelevantinformationiscontainedonsigned/sealed plans. s BUILDING ENVELOPE SYSTEMS COMPLIANCE, - 401. ----GLAZING--ZONE 1------------- ----------------------------------- CHECK v- Elevation Type U SC VLT Shading Area(Sgft) South Commercial 0.58 .59 .47 None 60 North Commercial 0.58 .59 .47 None 100 Total Glass Area in Zone 1 = 160 Total Glass Area = 160402.------WALLS--ZONE 1----------------------------------------------- Elevation Type U Insul R Gross(Sgft) North 3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 710South3/4"Stco/2x4@16"oc+RllBatt/%"Gyp 0.080 11 571East %"Ply/35/8"Mtl Std@24"oc/Rll/%"G .13 it 198West5/8"Stco/8"CMU/3/4"ISO BTWN24"oc 0.149 4 198 Total Wall Area in Zone 1 = 1678 Total Gross Wall Area = 403.------DOORS--ZONE 1------------------------------- 1678 Elevation TYPe-------------------------------------- Area(Sgft) U South 1-3/8 Panel door with 7/16-in. panels 0.57 76North1-3/8 Panel door with 7/16-in. panels 0.57 41East1-3/8 Panel door with 7/16-in. panels 0.57 20West1-3/8 Panel door with 7/16-in. panels 0.57 41 Total Door Area in Zone 1 = 178 Total Door Area = 404.------ROOFS--ZONE 1----------------------------- 178 TypeInsul-R Area(Sgft) Color ----U Shngl/1/21,WI- Deck/WD Truss/9" B Light 0.027 30 1437 Total Roof Area in Zone 1 = 1437 Total Roof Area = 405.------FLOORS-ZONE 1------------------------------- --- 1437 eInsulR Area(Sgft) Slab on Grade/Uninsulated 0 1437 Total Floor Area in Zone 1 = 1437 406.------INFILTRATION ------------------- ----- Total ------ Floor - Area - 1437 Criteria in 406.1.ABCD have been met. CHECK IInfiltration MECHANICALSYSTEMS CHECK HVAC load sizing has been performed. (407.1.ABCD) I 407. COOLINGSYSTEMS------------------------------- ______ --- Type No Efficiency IPLV Tons 1. Air Cooled ( >= 65,000 Btu/h 1 8.5 7.5 54.00 408.------HEATINGSYSTEMS ----------- - TypeNo EfficiencyBTU/ hr 1. Electric Resistance 1 1.0 642000 409.------VENTILATION ------------------------- ------------------------- -- CHECK Ventilation Criteria in 409.1.ABCD have been met. 410.-----AIR DISTRIBUTION SYSTEM_______________________________________ CHECK Duct sizing and design have been performed. (410.1.ABCD) AHU Type IDuctLocationR-value 1. Variable Air Volume (VAV) With Insulated Roof 6 CHECK Testing and balancing will be performed. (410.1.ABCD) 411.-----PUMPS AND PIPING -ZONE ------------- I Basic prescriptive requirements in 411.1.ABCD have been met. PLUMBING SYSTEMS 411.--- Type PUMPS AND PIPING -ZONE 1-- --------------------------------------- R-value/in Diameter_--_----_-- Thickness I. Circulating ---------- ------- - 412.-----WATER HEATING SYSTEMS -ZONE 1------- 2 e-------_---_ 1.5 Efficiency StandbyLoss InEfficiputRate Gallons 1. <=12 kW 2. > 75,000 Btuh 0.9 0.0 4.5 400.79 0.03 98000 40 ELECTRICAL SYSTEMS 413.-----ELECTRICAL POWER DISTRIBUTION------_ CHECK Metering criteria in 413.1.ABCD have been met. 414.-----MOTORS----------------- Motor efficiencies in 414.1.ABCD have been met. 415.-----LIGHTING SYSTEMS -ZONESpaceTypeNoControlType1 No Control Type 2 No Watts Area(Sgft) Recreation 1 -On/Off 6 On/Off 0 4800 Total Watts for Zone 1 = 1437 4800TotalAreaforZone1 = 1437 Total Watts = 4800TotalArea = 1437 Lighting criteria in 415.1.ABCD have been met. CHECK 16_-Operation/maintenance- - _- - - manualwillbeprovidedtoowner_(102.1) a SCHEDULE "J" FORM 1 Gfass Doors - Heating . Sq. Ft.' .. ............. 8e Windows • Heating - Sq. Ft . ................................ 2a Windows & Glass Doors - Cooling - Sq. Ft. North Exposure ......... Tab e 4 Windows & Glass Doors - Cooling - Sq. Ft. E & W Exposure ........ TablC Windows &Glass Doors - Cooling • Sq.'Ft. South Exposure .... , ..... , TablC Other Doors Sq. Ft ........................................... 9b Exterior Walls - Use Not So. Ft. Area (Loss Sq. Ft, of Windows 4 Doors) Concrete Block Furred - Wn. R-5 Insulation .................... 12c Frame, W/Sheathing - Siding or Veneer - Min R-11 Insul ............ 10d Frame, No Sheathing - Siding or Veneer . R-11 Insul ... . .......... 11e OtherWalls.- See "Manual J" Masonry, No insulation ............... 12b Floors - Slab on Grade - Lin. Ft. Outside Wall X Factor ......... : ... Floors • Suspended • Composition Finish Floor - Sq. Ft ............... 171; Floors - Suspended - Carpet & Pad Finish Floor - Sq. Ft R-7 .......... C7c Ceiling (1)%" Gypsum Bd. - For "U" = .05 • Min, R-19 Ins . ......... 14c Ceiling (1) y4" Cypsum Bd. - For "U" -..08 - Min, R-22 Ins .......... 14d Roof•Celling (Cathed)aal) R.11 .................. . ............ 16b Roof -Ceiling (Cathedral) R-19 ............................... 16c Other Ceilings...> .......................... ........ . Ventilation No off/ X Factor ........................... f/Cl C People - No. X Factor .............. i.................. C Applivices............................................0 Sub -Total Lines 1 through 21................................0 Sub -Total including duct Loss and Gain - Lino 22 X Factor ........... Suo•Total including Latent Heat • Lino 23 (Cool) X Factor .............0 Total Heat Loss and Gain ................................ .. C. Use area to outside face of walls. Owner or Contractor:.. Plan Identification: P•operty"Address INTER DESIGN CONDITIONS Outside 35, F - Inside 75• F _ To *7 Equipment: Model ND, RBHA 0G I 13n'03v.ured By: DgFFM Output at Bonnet C a', O O d RTI1 Controls:—yA.R T 8g SUMMER DESIGN CONDITIONS Outside 95, F • Inside 75• F S %O /7 Egvipment: Model No. Rp[<n Manufactured By: RH . .M Cooling Capacity: e o d RTII Air Quantity .ZD D n CFM Calculation Date `f — — 07 d FACTORS AREA OR UNIT ' BTU REQUIRED y HEAT";' :. '000L•"- wHEATCOOL 100 XXX- XXX GO• XXX. •' C40 XXX XXX 25 d0 XXX Aso XXX 55. XXX XXX, 30 ' . O XXX 95 13. 5 3.5 . 3 3. 3 2.5 12 6 40 XXX- XXX 11. 5 4 1.5 s q 2 2 2 1.5 3 3`...: 2 2 :. it j 940 440 XXX 600 3 XXX. 5"p0 d xxx XXX:- XXX. XXX, 1200 xxx xxx • xxx J-7 G d6% J fy 1.05 1.10 XXX xxx 1.3 xxx xxx XXX xxx XXX 6o Z13 ,o SUGGESTED WINDOW SIZES & SO. FT. OF OPENING Code . Size Sq*,. Ft. Codv Slit Sq. Ft. l., 3 q :J. 5 1. 38. , 1. 13 .J. I. I a DOOR SIZES & SQ: FT, ' I 5t L. 17 B SCHEDULE'J" MIDRORIDA LUMBER ACQ. Name i Customer. PARWECONST. lot Page:1 aft ` - ProjdCLUBHOl1SE Sequen k N0702W PM M* PWuctio bber. "St turd"" Estimate: LdAdd m Loading 20010 ReKon Date: 'M'K It Qy Span Overhang Pitch lumber Ply Commerb Diagram I I RATS I I I 44-0 TRUSSSA PARRAMORE CONST. CLUBHOUSE FACHM 6/12 TC 3/12 BC 40# LD'G 2X4 TC/BC 24' DH 8' BR'G MID FI A MR ACQ JULY 7,1997 ,Xq Job Truss Truss Type r ,' City Ply PARS47 Al DBL. FINK 1 1 3.3T s PARRAMORE CONST. / CLUBHOUSE M788670 Feb 141997 MiTek Industries, Inc. Thu May 11 16:37:54 2000 Page 1 MID-rLVK1UA LVMDQM 2-0-0 4." 7- 0 10.00 16-0-0 22-0-0 2t1-0-0 34-0-0 37 0 0 40-0-0 44-0-0 2.060 4-0-0 3." 3.0-0 6-0.0 6-0-0 6-0-0 6-0-0 3-0-0 3." 4.0-0 2.0-0 5.50 12 54 it I7 1 r d- 5x5 = 2X4 11 31c5 = 31t5 = 11 2x4 = 2x4 11 2x4 = 4.0-0 10-0-0 4.0 0 6-0.0 MIX) 22.0-0 6-0-0 6-0-0 26-0-0 34-" 40-0-0 44 0-0 6-0.0 6.0.0 6.0-0 4.0.0 LOADING (psn SPACING 24-0 CSI DEFL an) Qoc) Well PLATES GRIP Vert(LL) 0.00 / .« MZO(20ga) 249/190 TCLL 20.0 Plates Increase 1.25 1.25 TC 0.00 BC 0.00 Vert(m) 0.00 / TCDL 10.0 Lumber Increase BCLL 0.0 Rep Stress Incr YES WB 0.00 Hoa(TL) 0.00 fate Min Length / LL deft a 240 Weight: 277 Qbs) BCDL 10.0. Code SSBC Matrix) BRACING LUMBER TOP CHORD SheathedTOPCHORD2X4SYPNo.2 BOT CHORD Rigid ceiling directly applied, or 1-12:2.9-1,11-12:2-11-5, 2-11:2-11-5, BOT CHORD 2 X 4 SYP No-2 10-11:2-9-1, 8.9:3.11-8, 6 9:7-7-11, 7-8:7-7-11, 9-10:341-8 on center OTHERS 2 X 4 SYP No.3 bracing. FORCES NOTES 1) Gable requires wntinuous bottom chord bearing. 2) Gable studs apaced at 24 inches on center. 3) Gable studs exceeding 72 Inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek'Standard Gable End,Detair. P Q • • (/A 4) Studs to be fastened with 1x4 M20 plates. ,J . Rf=fCqj'-•'19, 5) Thistruss has been designed with ANSVTPI 1-1995 criteria. U •. Fes. ,y • LOAD CASE(S) Standard • 4G MAY 1 2 2000 AWARMNO - Var ft dedyn pasamsters and REM NWV9 ON T= AND MVERSE SIDE 139"112 USE- Design valid for use only with MRek connectors. This design is based only upon parameters shown. and is far an Individual building component to be Installed and loaded vertlooM. Applicability of design parameters and proper Incorporation of component is responsIoNy of building designer . not truss designer. Bracing shown is far lateral support of Individual web members only. Additional temporary bracing to Insure stabNRy during construction is the responslblNty of tin erector. Additional permanent bAecing of the overall structure is the responsibility of the building designer. For general guidance regording fabrication. Quality conhot slcxcW. delivery, erection and bracing. consull OST•66 Quality Standard, DSI-89 Bracing SpecRlcatlon, and NIB•Vl NoM iTek® ndlingtnstallinaandBracingRecommendationavailablefromTrustRateInslNule, SB3 D'Onotrlo Drive. Madison. WI53719. Job Truss Truss Type r Yy Ply PARS47 A2 SCISSOR 12 1 a IT .1=..h PARRAMORE CONST. / CLUBHOUSE M788671 141997 MiTek Industries. Inc. Thu Mav 11 16.38:17 2000 Page 1 MID-FLORIDA LUMMR 2-0-0 4-10-6 9-1-13 13 5 3 17-8-10 22-" 26.3-6 30.6-13 -034-10.3 39.1-10 44.0 2-0-0 4-10.6 4-3-6 4-3.6 4-3-6 4-3.6 4-3.6 4-3-6 4-3-6 4.3-6 4-10-6 2-0-0 3x6 3x4 N 3 4 d 1x4 2 N_ 22 1 3x4 6x12 : 5.50 12 3x4 5 5X5 = 7 3x4: 3x4 6 8 3x4 9 18 19 6xB = 1716 21 3x4: 3x4 3x4: 4x8/M20H : 4x8/M20H zz 3.00 12 3X6 3x4 Zz 10 11 1x4: 12 15 3x4 9t+1 13 12-11-8 6X12 i 1 WtACE B.C. AS SHOWN BELOW WIV.RE NO sHEATM NG IS APPLIED- 5.11-4 i 11-3-8 16-7-12 22-0-0 274.4 32-04 35-0.12 44.0.0 5414 5.44 5-4-4 5.4-4 5.4.4 5-4 4 54.4 5414 Plate Offsets (x.y): 11V-7-3.0-"), 113:0-541.0-", 116:0-041.0-3-81,120:0-".04-01 LOADING ( psi) SPACING 2-0.0 CSI TC 0.94 DEFL VeA( LL) in) 0. 82 poc) Udell 18 638 TCLL 20.0 TCDL 10.0 Plates Increase Lumber Increase 1. 25 1. 25 BC 0.98 VeA(TL) 1.63 18 319 BCLL 0.0 Rep Stress Incr YES WB 0.62 Min Length MinLen) 1. 16 LL dell a n/ a 240 BCDL 10.0 Code SSBC LUMBER TOP CHORD 2 X 4 SYP No.1 BOT CHORD 2 X 4 SYP No.1 WEBS 2 X 4 SYP No.3'Except* 18- 7 2 X 4SYP No.2 OTHERS 2 X 4 SYP No.3 WEDGE Left: 2 X 4, Right: 2 X 4 REACTIONS'_ OWSIze) 1s1857/04-8,13-1857/04-8 Marc Hotz 1=-7260oad case 2) MwUplift1G6830oadcase4),13=483(load case 4) PLATES GRIP M20( 20ga) 2491190 M20H( 20ga) 1871143 Weight: 266 (Ibs) ("A BRACING TOP CHORD Sheathed or 1-10-9 on center purlin spacing. BOTCHORDRigidceilingdirectlyapplied, or 19-20.4-10-1,18.19:5.6-7,17-18:5.6-7, 16-17:4-10-1,1-22.4.3-5, 21-22:4-5-0, 20-21:4-10-1,15.16:4-10-1, 14- 15:4-4-13, 13-14:4-3.5 on center bracing. FORCES TOPCHORD1-2=-0581, 2-3=-6501, 3-4--6501, 4-5=-6105, 5-6=-5293, 6-7=-4345, 7-8=-4345. 8-9--5293, 9- 10=-6105, 10- 11=-6501,11-12=-6501,12-13=-6581 BOTCHORD13-14-6034,14-15=6011,15-16=5483,16-17=5483,17-18=4812, 18-19=4812,19-20=5483, 20-21=5483, 21- 22=6011,1-22=6034 WEBS 2-22=69, 4-22=109, 4-21=-327, 5-21=462, 5-19=-603, 6-19=611, 6-18=-853, 7-18=3359, 8-18--853, 8-17=611, 9- 17=-603,9-15=462,10-15=-327,10-14=109,12-14=69 NOTES 1) This truss has been designed for the wind bads generated by 100.0 m.p.h. winds at 15.0 feet above ground level, using 7.0 p.s.f. topchorddeadloadand3.0 p.sJ bottom chord dead load,100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 75.0 by 45.0 with exposure C (SBCCl/ASCE 7-93). Lumber Increase = 1.25, Plate Increase = 1.25. Both end verticals are exposed. 2) Studs to be fastened with Ix4 M20 plates. 3) SIMPSON H2.5 connectorsrecommended to connect truss to bearing walls due to uplift as follows: Two each connectors at joinl( s) 1.13. 4) This truss has been designed with ANSUTPI 1-1995 criteria. LOAD CASE(S) Standard B U0;Vj - rcq.9y 1 1 .- S. TEOf Fc sTFR E D MAY 1 2 2000 y. y jrj,•'v i . A WARNING -1 orftdeefyri psunismetem and READ NOMA; ON r= AND RZVMMM SWC 8EPOW U86. Design volld for use only with MRek connectors. This design Is based only upon parameter shown, and Is fa on Individual building component to be Installed and boded vertically. Applicability of design parameter and proper Incorporation of component Is responslbltly of building designer - not puss designer. Bracing shown It for bterol support of individual web members only. Addtbnal temporory bracing to Insure stability during construction Is the responslbtRy of the erector. Additional permanent bi4cing of the overot shucturs a the responsibility of the building designer. for generol guidance regarding fobrbatlon, quality control, s10109e, dellvery, erection and bracing, consull QST-84 Quality standard, Dst-tv trocing.sf»clf cation, and HIS-91 MiTek® randlingInstallingandtracingRecommendotlonavotoblefromTrussPbteInstitute, 543 D'Onobb DrNe. Madison, WI5371 V. Job Truss Truss Type r, Oty PlyIPAR647A2ASCISSOR21 PARRAMORE CONST. / CLUBHOUSE M788672 7T -car- 1e 1007 M:'. Lvludrfaa 1— Th.. \Inv 11 1=+91-I2'2nfln D— 1 MID-FLORIDA LUrt'lPr c 2-0-0 4-10-6 9.1-13 13-5.3 1741-10 22-0-0 26-3.6 i 30.613 I 34-10.3 3r9-1-10 { 44-0-0 2.0.0 4-10.6 4-3-6 4-3-6 4-3-6 4-3.6 4-3-6 4-3-6 4-3.6 4-3.6 4-10-6 2.0-0 5,50 12 56 = 7 3x4: 3x4zzt 6 8 3x4 3x4 3x8 5 9 3x6 3x4: 3x4 d 1x4 : 3 4 18 10 11 1x4 2 201 6x8 = 12 17 { 16 21 3x 3x4 ; 15 IN r,r 4x8/M20H = i gI I1 ti I' 00 3x4 = 17-7-8 t 3.00 12 3x4 , 3%411 13 6x12 = t 12-11-8 6x1 5-114 11-3.8 16-7-12 22.0-0 27-4.4 32-" 38-0.12 44-0.0 5.114 5-4.4 544 5-4-4 5.4.4 5-44' 5.44 5.114 Plate Offsets (X,Y): [1:0-7-3,0-0.0]. [13:0-",0-0-4J, [16:0-0.0,0.3-8], [20:0-0-0,0.4-0] LOADING (psf) SPACING 2-0-0 CSI DEFL (in) (loc) Well PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.94 Veri(I-L) 0.82 18 638 M20(20ga) 2491190 TCDL 10.0 Lumber Increase 1.25 BC 0.98 Verl(TL) 1.63 18 319 M20H(20ga) 1871143 BCLL 0.0 Rep Stress Incr YES WS 0.62 Horz(TL) 1.16 13 n/a BCDL 10.0 Code SSBC Min Length / LL deft = 240 Weight: 311 Qbs) LBRACING UMBERTOP CHORD 2 X 4 SYP No.1 TOP CHORD Sheathed or 1-10.9 on center pudin spacing. BOP CHORD 2 X 4 SYP No.1 BOT CHORD Rigid ceiling directly applied, or 19-20:4-10-1,18-19:5.6-7,17-18:5.6-7. WEBS 2 X 4 SYP No.3'Elccepl• 16-17:4-10.1, 1-22:4-3.5, 21-22:4-5-0, 20-21:4-10-1,15.16:4-10-1, 18- 7 2 X 4 SYP No.2 14-15:4.4-13, 13.14:4-3-5 on center bracing. OTHERS 2 X4 SYP No.3 WEDGE Left: 2 X 4, Right: 2 X 4 REACTIONS • Qbs!size) 1=1857/0-7-8,13=1857/0-7-8 Max Horz 1--7260oad case 2) Max. Upl'ift1=-683Qoad case 4), 13u-683(load case 4) FORCES f 1 U ' TOP CHORD 1-2=-6581, 2-3--6501, 3-4--6501, 4-5=-6105, 5.6=-5293, 6-7=-4345, 7-8=-4345, 8.9=-5293, 9-10=-6105, -.`_ •, -:; :i •.Y 10. 11=-6501,11-12=-0501,12-13--6581 `'' % `'' F•s BOT CHORD 13.14=6034, 14-15=6011, 15-16=5483, 16-17=5483, 17-18=4812, 18-19=4812,19-20=5483, 20-21=5483, 21- 22=6011, 1-22=6034 WEBS 2-22-69, 4-22=109, 4-21--327, 5-21=462, 5-19=-603, 6-19=611, 6-18--853, 7-18=3359, 8-18=-853, 8-17-611, _ e • 9- 17= 603, 915=462,10 15=-327, 10-14=109, 12-14=69 * • y y NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 15.0 feet above ground level, using 7.0 p.s.f. •e•r t R O e `, top chord dead load and 3.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oeeanline, on a category I enclosed • • • •,e • • building, of dimensions 75.0 by 45.0 with exposure C (SBCCIIASCE 7-93). Lumber Increase - 1,25. Plate Increase - 1.25. Both end verticals are exposed. 2) Studs to be fastened with 1x4 M20 plates. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: Two each connectors at ; MAY 2 200a joint( s) 1, 13. 4) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard I AWARNINO - Ver{ fy deefOri paramete s and READ N07-E6 ON TWS AND JW VZRSE 6WE BE!'ORE UM. Design void too use only with MRek connectors. This design is based only upon parameters drown, and k for an Individual building component to be Installed and boded vertleoty. Applicability of design parameters and proper Incorporalbn of component k responslbaty of buldklg designer - not truss designer. Bracing shown Is tot lateral support of Individual web members only. Additional tempoomy bracing to Insure dabaly during condruclbn k the responsibility of the erector. Additional permanent bibcing of the overall structure k the responsibility of the building designer. For general guidance regarding fobrkatbn, quality control, storage, delivery, 6reclion and bracing. consul OST-88 Quality Standard, DSI-eft tracing SpeclRcatlon. and NIB-ol M iTe k® HondlingIrotalllnaandtracingRecommendationavailablefromTrussRateinstitute, 50 D'Onofrb Drive- Madison, WI $3719. Job Truss Truss Type - _JI Oty Ply DBL. FINK 1 1 PARRAMORE CONST. / CLUBHOUSE M788673 PAR647 A3 s sT a Feb 141997 MiTek Industries. Inc. Thu May 11 16:38 55 2000 Page 1 MID-FLORIDA LUMBER y p 0 6 4-11 12-2-6 18-" 22-0-0 { 26-0-0 31-9-10 } 37-7-5 I 44-0-0 2-0-0 6.4-11 5-9-10 5-9-10 4.041 4-041 5-9-10 5-9-10 6-4-11 2-0-0 5.50 12 5x5= 6 4x5: 4x5 5 7 3x5 3x5 zz 4 8 3x4 zz 3x4: x633x6 9 10d23 17 16 15 10 = 4x8 = 5x10 N 1 20 19 18 14 13 12 11 3x7 = 1.5x411 400 = 2x411 2x411 4x10 = 1.5x411 3x7 = 6-4-11 12.2-6 18-0.0 22-0.0 26.0-0 31-9-10 37-7-5 44.041 6-4-11 5-9-10 5.940 4.0.0 4-0-0 5-9-10 5-9-10 6.4-11 Plate Offsets (X,Y):115:0-2-8,0.3-81,I17:0-2-8,0-3-8J SPACING 2-0-0 Plates Increase 1.25 CSI TC 0.98 DEFL 0n) 6x) Udell Ver10.L) 0.49 16/15 999 PLATES GRIP MZO(20ga) 249/190LOADING (psf) 20.0TCLL TCDL 10.0 Lumber Increase 1.25 YES BC 0.98 WB 0.97 Vert(iL) 0. 61 16/11 528 11 nla WA BCLL 0.0 Rep Stress Incr Min Length / LL deg = 240MinHorLengthILLWeight: 345 0bs) BCDL 10.0 Code SSBC LBRACING UMBER TOP CHORD Sheathed or 240-1 on center pudin spacing. TOP CHORD2X4SYPNo.2 SOT CHORD Rigid ceiling directly applied, or 10.00.00 on center bracing. Except: BOP CHORD2X4SYPNo.2 1-20:5-10-1,19-20:5-9-10, 5-17Z4--10,16-17:54-13,15-16:5-4-13, WEBS 2 X 4 SYP No.3 *Except* 19-4 2 X 4 SYP No.2, 17-19 2 X 4 SYP No.2,16-5 2 X 4 SYPNoA D 7-15:3-8-10, 12-13:5-9-10, 11-12:5-10-1. 16-7 2 X 4 SYP No.1 D, 13-15 2 X 4 SYP No.2,13-8 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 REACTIONS'_ (Ibslsize) 1=1857/0-7-8,11-1857/0-7-8 1VIax Horz 1-7210oad case 2) MalNplift 1-- 6830oad case 4),11=-683(load case 4) JY-R;) XrNFORCESTOPCHORD1-2=-3413, 2-3,-2933, 3-4=-2933, 4-5=-5370, 5-W-3689, 6-7=-3689, 7-8--5370, 8-9=-2933, 9-10=-2933, 10-11-- 3413 J`;• j 4; e 1.C.q G' • BOTCHORD 11-12=3069,12-13=3069,13-14=0, 14-15=57, 15-16=4882,16-17=4882, 17-18=57,18-19=0,19-20-3069, A / J' r 1i 1-20= 3069, 5-17=1777, 7-15=1777 2-20.119, 2-19=-452, 4-19=48W, 4-17=2259,17-19=3407, 5-16=-2053, 6-16=2825, 7-16=-2053, 8-15=2259, a E • WEBS 13. 15=3407,8-13=-1800,10-13=452,10-12=119 c NOTES level, 7.0 OR10+t•` 1. 1) Thistrusshasbeendesignedforthewindloadsgeneratedby100.0 m.p.h. winds at 15.0 feet above ground using p.s.f. dead load, miles from hurricane oceanline, on a category I enclosed S F • • we •EC>, top chorddeadloadand3.0 p.s.f bottom chord dimensions 75.0 by 45.0 with exposure C (SBCCUASCE 7-93). Lumber Increase = 1.25, Plate Increase = 1.25. ED building, of Both end verticals are exposed. 2) Gable studs spaced at 24 inches on center. 3) Gablestudsexceeding72incheslengthtobelaterally braced at midpoint. For studs exposed to wind, see MiTek'Standard MAY fAAA 1 A G L000Gable End Delair. 4) Studs to be fastened with 10 M20 plates. Awarxnyo - verVy a.,ign pstra,rWom and saAw Noss ON THIN AND REVERM 8= Baroea use - Design valid for use only with MiTek connectors. This design is based only upon parameters dawn, and is lot an Individual building component to be Installed and loaded verllooN• Applicability or design parameters and proper Incorporation of component is responslbWly of building designer - not truss designer. Bracing shown is for lateral support of Individual web members only. Additional temporary bracing to Insure stabkdy during construction k the responsibliny of the erector. Additional permanent brbcing of the overall structure Is the responsibility of the building designer. For general guidance regarding fabrication, quoMy conhol. storage, delivery, erection and bracing, consuR OST-66 Quality Standard, DSI.69 Bracing Specftatlan, and HIS-91 MiTek® Handling InstallingandIrocingRecommendatlonavollabiefromTrussRateInsttlute, US D'Onohla Drive, Madison, WI63719. Truss A3 Truss Type ` . l DBL. FINK Oty 1 ply 1 3.3T s PARRAMORE CONST. I CLUBHOUSE M788673 Feb 141997 MiTek Industries, Inc. Thu May 11 16.35:56 2W Page 2 Job PAR647 MIL#-rLVRIu^ Lvw,o— NOTES5) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: Two each connectors at joints . 6) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard MAY 1 2 2000 A WARNJNG - v rW design-paxansirtwv and READ NUMB ON TWS AND WVZI sa =Z BZMRC UW. Design void for use only with Wet connectors. Thk design Is based only upon parameters shown, and k for on Individual building component to be Installed and boded vertboly. ApplcobMy of design parameters and proper kworporalbn of component k responsbMy of building designer . not truss designer. gracing shown k for loWal support of Individual web members only. Additional temporary bracing to Insure stobaly during construction Is the responslblllty of the erector. Additional permanent bibcing of the overall structure Is the responsbllty of the building designer. For general guidance regarding fabrication, quality control agape. delivery, erection and brocing, consul OST-ee Oua1Ry Standard, OSI.89 gracing Speclncatbn, and HIS-91 M iTek® Handling Installing and gracing Recommendation available Rea blefromTrussPlateInstitute, SD'Onobb Drive, Madison. Wl53719. Job Truss Truss Type ' • * r OtY ply PAR647 B1 OUEENPOST 2 1 PARRAMORE CONST. /CLUBHOUSE M788674 a 9T C.h 1A 1aa7 bA:T.I. I..A—hi.. IM Thu M . 11120M Pace 1 MID- FLORIDA LUINat+c 2- 0.03-5.8 6-4-0 9-0.0 118-014-" Ui-0.0 20-0-0 2- 0-0 3.5.8 2-10.8 2-8-02-8-0 2-10$ 3-5-8 24)60 4A = 3 3A = 1.5x4 It i .axq it 6- 4-0 9.0.0 It-" 0 111-0-06. 4-0 2.8-02.8-06.4-0 LOADING ( pst7 SPACING 2-0.0 CSI DEFL on) Qoc) Well TCLL 20.0 Plates Increase 1 ZSTC 0.00 Vert(LL) 0.00 TCDL 10.0 Lumber Increase 1.25 BC 0.00 Vert(TL) 0.00 / BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 ilia BCDL 10.0 Code SSBC Matrix) Min Length / LL dell - 240 LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 FORCES PLATES GRIP M20( 209a) 249/190 Weight: 103 Qbs) UVA BRACING TOP CHORD Sheathed BOT CHORD Rigid ceiling directly applied, or 10.00.00 on center bracing. Except: 1- 10:2-0-1, 9-10:2-9-1,2-9:5-10-1, &9:5.9.10, 4-7:3-&10, 5-0:5.4-13. NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 24 inches on center. 3) Gable studs exgoeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek'Standard Gable End Detair. 4) Studs to be fastened kAth 1x4 M20 plates. 5) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard 0. 30 1) Does* E ECG F MAY 1 2 2000 rSYARNAYO - YerW deeiyrt-paramrtmv and READ Noma oX TffiS AND mvzi SE BYRE aEFORa US6. (10 Design valid tot use only with Welt connectors. this design Is based only upon patametea shown, and Is tot an Indh,1ducl bulding component to be insioled and boded venlcoly. Applicability of design porameleis and proper Incapotatlon of component Is tespon"y of building designer - not huss designer. Bracing shown Is to bteral support of Individual web members only. Additional temporaty brocing to Insure stability duiing construction Is the tesponsiblpity of theesectot. Additional peimonent brbcYof the overall structure Y the nesponslblRy of the building designer. Foi general guidance regoiding tobtbotbn, quality conhol slotoge, delivery, eieetbn and bracing, consuR QST-e8 Quality Standard, DSI•09 {voting Specification, and NIB-91 M iTe k® Handling Installing andBnearacingRecommendalloavailobleteamhugPlateInsiRute, SD'Onobb Drive. ~lson. WI33719. Truss 4 : Qty Ply rPAR7647 QUEENPOST 2 1 PARRAMORE CONST. /CLUBHOUSE M788675 82 3.3T s Feb 14 1997 MiTek Industries, Inc. Thu May 11 16:39:02 2000 Page 1 MID-FLORIDA LUMBER 2 0 0 4-9-6 9.0.0 13.2-8 18-0-0 2D-" 2.0-0 4.9-8 4-2-8 4.2-8 4.9-8 2-" 4x4 = 3 3x4 = N I$ 9-0-0 9A-0 ttt o 0 9 0 LOADING (psf) SPACING 2-0-0 CSI TC 0.22t(LL) ire) Qoc) Udell 0.6 6/5 999 PLATES GRIP M20(20ga) 249/190 TCLL 20.0 Increase 1.25 10.0 Lumber Increase 1.25 BC 0.47t(TL) BCLL EDEFIL7Plates0.18 6/5 999TCDL0.0 n/a 0.0 Rep Stress Incr YES WS 0.13 LHorzerLigih deg = 240 Weight: 87 Qbs) y! 13CDL 10.0 Code SSBC LUMBER BRACING TOP CHORD Sheathed or 5-1-9 on center puriin spacing. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied, or 1.6:64". ".6.3.0 on center bracing. BOP CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SYP No.3 REACTIONS Qbs/size) 1=817/0.7-8, 5=817/0-7.8 Max Harz 1--334(16ad case 2) Max Uplift 1=-3170oad case 4), 5=-317(load case 4) bb AdFORCESTOPCHORD • 1-2=-1071, 2-3=-802, 34=-802, 4-5=-1071 1V6;`.• f,'_• r' `• r:' r L.( • •• /7) BOTCHORD •5-C6-959,1-6=959 WEBS 2-6--259, 3.6-412, 4.6=-259 4 A• NOTES been designed for the wind loads generated by 100.0 m.p.h. winds at 15.0 feet above ground level, using 7.0 p.s.f. 1) This truss has topchorddeadload and 3.0 p.sJ bottom chord dead load, 100.0 miles from C7-93). hurricane oceanline, on a category I enclosed Lumber Increase = 1.25, Plate Increase = 1.25. building, of dimensions 75.0 by 45.0 with exposure (SBCCUASCE0RI` z Ore. Both endverticalsareexposed. 2) SIMPSONH2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, e 5. 3) This truss has been designed with ANSVTPI 1-1995 criteria. LOADCASE(S) Standard MAY .1 2 - A WAMNO - verVydeetyri pa eatew rr•e and READ dY0785 ON THIN AND X15VERS6 SWE HRPORa Una. ® Design valid tot use only w8h Mnek connectors. this design k based only upon parameters drown, and Is for on Indlvlduol building component to be Instated and boded vertically. AppMeabllly of design parameters and proper Incorporation of component Is responslWlly of building designer - not truss designer. Bracing shown it lot btetol support of Individual web members only. Addlbnol temporary bracing to Insure stability duiing construction Is the responslbaly of the erector. Additional permanent bibclrng of the overol structure It the tesponslblllty of the buWing designer. For general guidance tegording fabrication• quony conhot storage, delivery erection and bracing, consul OST•88 Quality Standard. DSl-89 Bracing Specification, and NIB-91 M iTek® Handling InstallinaandlimingRecommendollonavollobleIsomTrussPoleInsltute. 583 D'OnoUb Drive. Madison. W153719. Truss C1 Truss Type rr 1.4 +(1) COMMON aty 1 Ply 1 3.3T s PARRAMORE CONST. ! CLUBHOUSE M78W76 Feb 141997 MiTek Industries, Inc. Thu May 11 16:39:04 2000 Page 1 Job PAR647 MID-FLORIDA LUMBER 2 0 0 4.8-0 9-4.0 114-0 2-0-0 4.8-0 4.8-0 2.0-0 CA, LOADING (psn SPACING 2-0.0 CSI TCLL 20.0 Plates Increase 1.25 TC 0.00 TCDL 10.0 Lumber Increase 1.25 Sc 0.00 BCLL 0.0 Rep Stress Incr YES WS 0.00 BCDL 10.0 Code SSBC LUMBER TOP CHORD 2 X 4 SYP No.2 SOT CHORD 2 X 4 SYP No.2 OTHERS 2 X 4 SYP No.3 FORCES 4x4 = 2 I$ 9-4-0 9-4-0 DEFL (in) 0.) Udetl PLATES GRIP Vert(LL) 0.00 / "" M20(20ga) 249/190 Vert(TL) 0.00 ! "" Horz(TL) 0.00 n/a Wn Min Length / LL dell - 240 Weight: 46 pbs) BRACING TOP CHORD Sheathed BOT CHORD Rigid ceiling directly applied, or 14:6-3-0, 3-4:6-3.0 on center bracing. NOTES 1) Gable requires continuous bottom chord bearing. 2) Gable studs spaced at 24 inches on center. 3) Gable studs excrteding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek'Standard Gable End Detail'. t` O eUOfw 4) Studs to be fastened with tx4 M20 plates. .`30 «^ r Syr-lCq, •• 5) This truss has been designed with ANSI/TPI 1-1995 criteria. LOADCASE(S) Standard pcam 8wwwrrno - verVy dedyrs parasrw1mv and PZAD Hams ON TINS AND MVERW SWC DZPORE UW- Design valid too use only with Mifek connectors. This design k based only upon parameters drown, and Is for an Individual building component to be Installed and boded vertically. App4cobMly of design parameters and proper Incorporation of component Is oesponslbMRy of buBding designer - not buss designer. Booting shown Is to lateral support of Individual web members only. Additional temporary booting to Insure dobMy during conslouclbn Is the oesponslblllty of the erector. Additional permanent bobcing of the oveoall structure Is the responsibaly of the building designer. For general guidance regarding fabrication, quality conhot st000ge, delivery, weellon and bracing. consull QST-88 Quality standard, OSS-89 Bracing specification, and Mrs-91 M iTek® Handling Installing and Bracing Recommendation available from Truss Pole Institute, 5W D'Onotob Dolve. Modkon. WI53719. Truss Truss Type t]ty Ply FPAR647C2 KINGPOST 1 1 3.3T s PARRAMORE CONST. / CLUBHOUSE M788677 Feb 141997 MiTek Industries, Inc. Thu May 11 16:39:07 2000 Page 1 MID-FLORIDA LUMBER i 2-0-0 4-8-0 9-4.0 11 4-0 2-0-0 441-0 4-tt-0 2-0-0 4x4 = 2 441-0 4-8-0 441-0 Ig SPACING 2-"CSI DEFL On) 0-) Well Vert(LL) 0.01 4/3 999 PLATES GRIP M20(20ga) 249/190LOADING (psf) TCLL 20.0 Plates Increase Lumber Increase 1.25 1.25 TC 0.16 BC 0.13 Verl(TL) 0.02 4!3 999 TCDL 10.0 BOLL 0.0 Rep Stress Incr YES WS 0.03 Horz(TL) 0.00 3 n/a Min Length / LL deg 240 Weight: 40 (Ibs) BCDL 10.0 Code SSBC BRACING LUMBERTOP CHORD Sheathed or 6-0-0on center purlin spacing. TOP CHORD 2 X 4 SYP No.2 BOT CHORD Rigid ceiling directly applied, or 1.4:6-3-0, 3-4:6-3.0 once nter bracing. BOP CHORD 2 X 4 SYP No-2 WEBS 2 X 4 SYP No.3 REACTIONS Qbs/siZe) 1047010-7-8, 3=47010-7-8 Max Harz 1405(toad case 3) Max Uplift in-195(load case 4), 3=-1950oad case 4) FORCES TOP CHORD.1-2a-393, 2-3=-393 DOT CHORD 34-352,14,352 WEBS 2.4=88 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 15.0 feet above ground level, using 7.0 p.s. . topchorddeadloadand3.0 p.sJ bottom chord dead load, 1o0.0 miles from hurricane oceanline, on a category 1 enclosed building, of dimensions 75.0 by 45.0 with exposure C (SBCCUASCE 7-93). Lumber Increase a 1.25, Plate Increase a 1.25. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 3. 3) This truss has been designed with ANSVTPI 1-1995 criteria. LOAD CASE(S) Standard MAY 1 2 2000 1WAIMING - verify deefyn para,netera and READ N0=6 ON rNM ANDREI/ERSE ZME EEFORE USE. Design valid for use only with MITek connectors. This design is based only upon poiameters shown, and is far an Individual building component to be Instated and loaded verllcolly. Applicability of design porometen and proper Incarporatlon of component is iesponsbMy of building designer - not truss designer. 8racing shown is Tot bteral support of Individual web members only. Additional lemporory brocing to Insure stability during construction is the responslbaty of the eiector. Additional permonent bfTsclng of the overall shucture is The tesponsbBlty of the building designer. For genetol guidance regarding tobrlcatlon, quality conhot storage. delivery, erection and brocing, consuR QST-88 Quality Standard, DSB-09 Bracing Specification, and NIB-91 NMiTek® ondling lnRsfolllnaandBracingRecommendationovalloblefromTruuPlateInstitute, 383 D'OnoUb Drlve, Madison, WI53719. CITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 407j'302-1091 (407) 330-5677 FAX Plans Review Sheet Date: May 18, 2000 Business Address: 2000 Rosecliff Circle Occ. Ch.#8 New Assembly Business Name: Rosecliff Apartments Ph. (407) 931-0400 Contractor: Parramore Construction Ph. (407) 947-4391 s ar+s r: x RejectedReviewedeviewethcoinment [ ] r Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner 7C_ Comment: New clubhouse will require Knox Box for after hour access. L ' 1.1 Application — Club house new 2020-sq. ft. new construction. 1.2 Mixed — Not mixed, assembly non -fixed seating. 1.3 Special Definitions — NIN 1.4 Classification of Occupancy: Class "C" Assembly. 140 maximum aloud occupancy. — 1.5 Classification of Hazard of Contents — Ordinary Ok 1.6 Minimum Construction — Shall meet the building department requirements and or) N.F.P.A. #220. 2.2 Means of Egress Components: 72" doors two (2) separate doors. — 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress Ok Two. — 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — O.K.; will field verify 2.10 Marking of Means of Egress — O.K. pap 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — 14/N 3.3 Interior Finish — Class "B" 41 3.4 Detection, Alarm and Communications Systems —N/A 3.5 Extinguishing Requirements — 3.6 Corridors — N/R; 4 Special Provisions 5 Building Services 5.1 Utilities 5.2 HVAC 5.3 Elevators, Escalators, Conveyors (4A-47) 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code — Chapter 9 Fire Sprinklers: Not Required; Monitoring Fire alarm -not required. Fire Extinguisher Required per NFPA #1, EVERY 75'. 3-5.1 Fire Lanes — Not required 3-6.1 Key Box — Knox Box required. 3-7.1 Bldg. Address Number Posted and Legible numbers 4 inches in size.Will field verify.