The URL can be used to link to this page

Home My WebLink About6751-6789 Lily Jean, 38297-38321 Brycelin WyTRUSS AND FRAMING NOTES: 1. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" OF NFPA AND WITH THE TPI "DESIGN SPECIFICATION FOR METAL PLATE CONNECTED WOOD TRUSSES". CHORD MEMBERS SHALL BE K.D. SOUTHERN PINE, SURFACED DRY, NO.2 MINIMUM. LIVE LOAD DEFLECTION SHALL BE LIMITED TO L/360. CONNECTOR PLATES SHALL BE MADE OF ASTM A446, GRADE A, HOT -DIPPED GALVANIZED (G60) STEEL AND APPLIED TO BOTH FACES OF TRUSS AT EACH JOINT. TRUSSES WITH THREE SUPPORTS SHALL PROVIDE FOR HORIZONTAL MOVEMENT AT ONE. 2. ROOF TRUSS SUPPLIER SHALL BE RESPONSIBLE FOR THE DESIGN OF THE ROOF TRUSS SYSTEM. DESIGN OF THE SYSTEM SHALL BE PREPARED SIGNED AND SEALED BY A QUALIFIED FLORIDA REGISTERED PROFESSIONAL ENGINEER. COPIES OF COMPLETE SHOP DRAWINGS, INCLUDING TRUSS LAYOUT AND BRACING, SHALL BE SUBMITTED FOR THE CONTRACTOR'S REVIEW. DURATION FACTORS USED FOR DESIGN SHALL BE 1.25 FOR D+L AND 1.33 FOR D+W LOADS. SUBMITTALS SHALL INDICATE UPLIFT LOADS PER PROJECT WIND SPEED AND DESIGN CRITERIA. 3. TRUSSES AND RAFTERS SHALL BE SECURED TO SUPPORTS WITH HURRICANE ANCHORS AND 8d NAILS, MINIMUM. TRUSS TO TRUSS CONNECTORS SHALL BE BY THE TRUSS FABRICATOR INCLUDING VALLEY TRUSSES. 4. TRUSSES SHALL BE SECURELY BRACED DURING ERECTION AND AFTER PERMANENT INSTALLATION IN ACCORDANCE WITH "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS (BWT-85)" AS PUBLISHED BY TPI, AS CALLED FOR BY THE TRUSS FABRICATOR AND AS SHOWN ON DRAWINGS. CONSTRUCTION AND/OR PERMANENT LOADS SHALL BE PLACED ONLY ON COMPLETED NAILED SHEATHING AND BRACING. 5. ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED, USING WOLMAN CC OR EQUIVALENT. 6. THE CONTRACTOR SHALL COORDINATE ALL ROOF PENETRATIONS, DUCT LAYOUT AND OTHER CEILING WORK WITH TRUSS AND OTHER STRUCTURAL FRAMING. 7. ALL DOORS, WINDOWS AND STOREFRONT, THEIR FRAMES, FASTENERS AND ANCHORAGES SHALL SATISFY THE 150 MPH WIND SPEED REQUIREMENTS OF RFBC 2010, CHAPTFER 3. 8. PATIO DOORS SHALL BE SAFTY GLAZED PER RFBC 2010, SECTION R 308.4. ROOF SHEATHING (UNBLOCKED USE 15/32" THICK APA RATED SHEATHING, 32/16, EXPOSURE 1 (OR 1 /2" OSB). USE PANEL CLIPS BETWEEN EACH SUPPORT. MINIMUM NAILING OF PLYWOOD SHALL BE WITH 8d COMMON NAILS AT 6" O.C. AT SUPPORTED EDGES. AT 12" O.C. ALONG INTERMEDIATE SUPPORTS, NAILING SHALL BE 4" O.C. FOR PERIMITERS AND HIPS, FOR A 5'-0" WIDTH. ( NO STAPLES ). FLOOR SHEATHING, GLUE -NAILED SUB -FLOORING USE 3/4" THICK APA RATED SHEATHING, 48/24, C-D, EXPOSURE I. PANELS SHALL BE TONGUE AND GROOVE EDGES. NAILING SHALL BE 8d DEFORMED NAILS ® 6" O.C. ALONG EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS FOR GLUE -NAILED FLOORS. USE ADHESIVES CONFORMING TO APA SPEC Y510J; NON -VENEERED PANELS WITH SANDED SURFACES AND EDGES SHALL USE ONLY SOLVENT BASED GLUES. WALL SHEATHING EXTERIOR AND INTERIOR BEARING STUD WALL SHEATHING SHALL BE 15/32" THICK APA RATED, EXPOSURE I OR 1 /2" OSB. NAILING OF PLYWOOD SHALL BE 8d NAILS AT 6" O.C. AT EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS, U.O.N. STRUCTURAL WOOD 1. LUMBER FOR STRUCTURAL FRAMING AND STUD WALLS SHALL BE SURFACED ® 15% M.C. MAX, KID, SOUTHERN YELLOW PINE MEETING OR EXCEEDING THE FOLLOWING MINIMUM GRADES: 2X4 STUD WALLS - STUD GRADE 2X6 AND LARGER FRAMING - NO. 2 GRADE, Fb=1200 PSI, MIN. 4X4 POSTS - STUD GRADE 2. MINIMUM TWO-2X STUDS UNDER ALL CONCENTRATED LOADS. 3. ML = MICRO -LAM BEAMS BY "TRUSJOIST", GRADE Fb = 2925 PSI OPEN WEBB 4X2 WOOD FLOOR TRUSSES, SHALL BE 16" DEEP BY TRUSJOIST-MACILLAN WITH INSTALLATION IN ACCORDANCE WITH RECOMMENDATIONS AND GUIDLINES OF THE VENDOR. PROVIDE STRUT BRACING, BRIDGING AND BLOCKING AS REQUIRED OR SHOWN. SHOP DRAWINGS SHALL BE SUBMITTED FOR THE ENGINEERS REVIEW. PERMANANT BRACING, BRIDGING AND SHEATHING SHALL BE INSTALLED PRIOR TO FLOOR LOADS. 4. ALL FRAMING CONNECTIONS SHALL BE BASED ON (USP) LUMBER CONNECTORS. NAILING REQUIEMENT LITERATURE. A CATALOG OF CONNECTORS SHALL BE KEPT ON SITE AT ALL TIMES AND REFERED TO BY THE FRAMING SUBCONTRACTOR. ALL NAILS AND CONNECTORS EXPOSED TO THE ATMOSPHERE SHALL BE GALVANIZED. 5. PROVIDE WOOD FRAME SUPPORT AND ACCESS PLATFORM ABOVE BOTTOM TRUSS CHORDS AS REQUIRED BY MECHANICAL CONTRACTOR. CONTRACTOR SHALL VERIFY LOCATIONS AND PROVIDE ROOF TRUSS FABRICATOR WITH LOADS, INSTALLATION DIMENSIONS AND CLEARANCE REQUIREMENTS NECESSARY FOR TRUSS DESIGN AND MODIFICATIONS TO STANDARD TRUSSES. ASSUMED ALLOWABLE SOIL BEARING PRESSURE = 2000 PSI BUILDING SLAB AND FOOTING SUBGRADES INCLUDING ALL FILL SHALL BE COMPACTED TO 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE PER ASTM D-1557. SOIL SHALL BE GRANULAR MATERIAL CONTAINING LESS THAN 11% OF FINES PASSING A #200 SIEVE. DENSITY TESTING AT CONTRACTORS OPTION. DESIGN CRITERIA AND STRUCTURAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE RESIDENTIAL FLORIDA BUILDING CODE 2010, LOCAL ORDINANCE AND REGULATIONS. 2. LIVE LOADS ROOF = 30 PSF FLOOR = 40 PSF DEAD LOADS: ROOF -TOP CHORDS = 7.5 PSF, BOTTOM CHORD = 10 PSF FLOOR = 20 PSF 3. WIND LOADS: 150 MPH WIND SPEED = 25 PSF, BASIC DESIGN PER RFBC 2010. 4. MATERIALS OF CONSTRUCTION AND NOTES ALL CONCRETE TO BE IN ACCORDANCE WITH "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318-95). ALL CONCRETE ------ f'c = 2,500 PSI, 5" SLUMP MAX, FILLED CELLS 2,500 PSI, "PEAROCK CONCRETE", 9" SLUMP MAX. USE WATER OR CURING COMPOUND FOR SLAB -ON -GRADE AND PLACE NO CONSTRUCTION MATERIALS THEREON UNTIL CONCRETE HAS REACHED 2/3 OF IT'S COMPRESSIVE STRENGTH. CONCRETE TESTING AT CONTRACTOR'S OPTION. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF 60,000 PSI AND SHALL CONFORM TO ASTM A-615. LAP SPLICE BARS 25 TIMES. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 82-02.. MASONRY 1. HOLLOW REGULAR WEIGHT CONCRETE MASONRY UNITS EIGHT 8 INCHES AND OVER IN WIDTH SHALL CONFORM TO STANDARD SPECIFICATIONS FOR HOLLOW LOAD - BEARING CONCRETE MASONRY UNITS, GRADE N-II CONFORMING TO ASTM C90-03, WITH A 28 DAY COMPRESSIVE STRENGTH OF NOT LESS THAN 1,500 PSI, f'm (net section area). 2. BRACE HOUSE WALLS UNTIL FILL AND CONCRETE FLOOR SLAB ARE INSTALLED. 3. MORTAR MIXES SHALL MEET ASTM C-270-04, PROPORTION PER THE FOLLOWING TYPES: TYPE S (1,800 PSI) OR M (2,500 PSI). 4. CELLS CONTAINING VERTICAL REINFORCING BARS SHALL BE FILLED WITH 'PEAROCK" CONCRETE AT A 28 DAY COMPRESSIVE STRENGTH OF 2,500 PSI AND CONTAINING NOT LESS THAN 5 BAGS OF CEMENT PER CUBIC YARD AND A SLUMP OF 9 INCHES MAXIMUM. NOTE: VARIOUS ITEMS WITHIN THE GENERAL NOTES DO NOT APPLY TO THIS PROJECT. GARDEN VILLAS FOR GARDEN VILLAS, LLC 38070DAUGHTERYROAD ZEPHYRHILLS, FLORIDA 33540 SECTION 2, TO u�NSHIP 2 6S, RANGE 21 E LOCATION MAP Nrs �Qq"coo"�v UTILITY COMPANIES: TELEPHONE: VERIZON 27835 WESLEY CHAPEL BLVD. SUITE 100 WESLEY CHAPEL, FLORIDA 813-907-8511 CABLE: BRIGHT HOUSE NETWORK CONSTRUCTION DEPARTMENT 2728 S. FALKENBURG ROAD ZEPHYRHILLS, FLORIDA 33539 813- 788- 7634 ELECTIRC: DUKE ENERGY 36906 EILAND BLVD. ZEPHYRHILLS, FLORIDA 33539 813- 782- 7237 OV3 (q/0 �P .7LILIJP ALL WORK SHALL COMPLY WIT11 X11NG � � CoDES. TLORIDABl)IL PREVAILINC CODE. N �� 1DN' At. ELECTRIC CODE AND CITY OF ZE.P�iVV--'S ORDiNpNCES OWNER: GARDEN VILLAS, LLC 38070 DA UGHTERY ROAD ZEPHYRHILLS, FLORIDA 33540 CONTRACTOR: TO BE DETERMINED SURVEYOR: TO BE DETERMINED REVIEW UK I✓--I,-- CITY OF ZEPHYRHILLS PLANS EXAMINER BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93,240, SECTI❑NS 556.101-556,111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE, 3,% WA TER: CITY OF ZEPHYRHILLS 5335 8th STREET ZEPHYRHILLS, FLORIDA 33542 813- 780- 0008 ATTN.- JOHN BOSTIC WASTE WA TER: CITY OF ZEPHYRHILLS 39825 ALSOTN AVENUE ZEPHYRHILLS, FLORIDA 33542 813- 780-0029 ATTN.- JOHN BOSTIC DRA WING INDEX 1. SITE PLAN, NOTES AND DRAWING INDEX � 2. SURVEY PLAN 3. SITE PLAN WITH PHASES 4. MODEL CENTER FLOOR PLANS 5. MODEL CENTER FL 0 OR PLANS UNITS 7-9 6. MODEL CENTER ELEVA TIONS 7. MODEL CENTER ELEVATIONS 8. MODEL CENTER FOUNDATION PLAN 9. MODEL CENTER PLUMBING PLAN 10. MODEL CENTER ELECTRIC PLAN 11. MODEL CENTER MECHANICAL PLAN 12. MODEL CENTER TRUSS PLAN 13. CONCRETE DETAILS 14. WOOD DETAILS 15. FLOOR PLAN BUILDINGS 1-6 16. FL 0 OR PLAN BUILDINGS 10-16 DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for some. Emails: rroberts.egi®gmail.com troutwein-clem®outlook.com I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIA CE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA ILDIP FOR 150 MPH ULTIMATE DESIGN WIND SPEEII,� (RISK C TEGO ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING COVEN RESIDENT L. EGI-ENGINEERING GREAT IDEAS, LLC William H Roberts P E C10 Cr O q h a .■■.■■■■■ ■.■■.■■■■ :: _ME , i i • _ • - _ ' ME IN ■■ ■■ ■■ ■■ .■ ■■ ■■ IN ■■ ■■ .■ ■■ .■ ■■ ■■ ■■ ■■ ME ME ME M■ ■■ .■ IN ME ME ■N EM ■M ME ME ME MIMMMMMMM ■■■■...■■ - ' 11M I .10 IN �IN .I '■ ■ '■ IN 101 011 101 IN ■■■■■■■■■ i DRAWN CLEM TRAUTWEIN NTS :ODE CHECKED do APPROVED II) CET 4-20-15 1906 W. Thonotosassa Road ! , Suite 2 / Plant City, Florida 33563 P.E. #42712 4-28-15 TEL (813) 752-7078 DATE CA #29098 (NOT VALID WITHOUT FOR SEAL OR STAMP) C 145 74A SHEET OF 16 -- _ — - - II 1 L I_ IE i i I i i I ! i I I i i I i i i I i i I i i ( SANITA�Y MANHOLE TOPPPP EL, 1115.71' i 8' PVC(S EL, 146.41' ; N M ENCHMARK It l ET NAIL AND FLASHER IN ASPHALT _.._.._.. .._.._..1 N I N I I I tl ! cN...... ...... _.. i i;y i FOUND 1/2' IRON ROD I � I i tl ! N 1 i i i I i N i ( I N I 1 N I i y i 1 1 1 1 N I I i e i I i tl i i I:I I i i i i 1 1 1 b S T 5/8' N ROD AND CAP 'D. NSON LB 451 CONCRETE • I I 1 ff i SANITARY T� TOP El., 8' PVC(N) EL 1 1 8' PVC(S) El. 103. C I i i I i i A PORTION OF SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST PASCO COUNTY. FLORIDA TH 15.00'(D) NOT I N CLU D FOUND 1/2' IRON ND CAP WEST 346.00'(D) 'LB 107' II A m U) g a tLl v o -+ o _%D r NOT INCLU zo z In D a o z VAULT 35.00' INGRESS/EGRESS AND UTILITY EASEMENT 94' FOUND 1/2' IRONAND CAP 'LB 107' ALSO BEING PART OF THE PLAT OF Y HILLS COLONY COMPANY LANDS ��b l i I 1 I I j I I I I iL----------------------------------------------------------�--'� CT 1 z ' NOT INCLUDED i 3.693 Acr WEST 15' RESERVED FOR ROAD I I RIGHT-OF-WAY AND I' I � ILI§4 xoog ffilovoIr _ %i = 0,i 0j 0, . �1 r N 0.10100, IC r /' � SANITARY MANHOLE TOP EL, s I I H I = I 1 EAST 181,00' I w ; s OF THE WEST I � I I W 1 1 e �e 1�1 L.a tl ' LIMEROCK ROAD - - - - - - - - 89'5' E 310.031 W LEGEND N IP, IR = IRON PIPE, IRON ROD CM = CONCRETE MONUMENT (F) = FIELD DERIVED MEASUREMENT (P) = MEASUREMENT PER PLAT (D) = MEASUREMENT PER DESCRIPTION It P. - PROPERTY LINE, CENTERLINE R/W = RIGHT OF WAY O = FOUND IR (SIZE & REGISTRATION NUMBER AS NOTED) ® = FOUND IP (SIZE & REGISTRATION NUMBER AS NOTED) V • = SET 5/8, IR 'D.C. JOHNSON LB 4514' E ❑ = FOUND CM (SIZE & REGISTRATION NUMBER AS NOTED) ■ = SET 4'x4' CM 'LB 4514' = VERTICAL CONTROL BENCHMARK ,i = POWER POLE = GUY WIRE ®= SANITARY SEWER MANHOLE s TELEPHONE EQUIPMENT BOX OI ELECTRIC BOX SCALE 1" = 30' W = WATER LINE Jf = METER POLE x = SPOT ELEVATION EL, = ELEVATION ._.._.._.._.._.._.. ._..-.-----t-'F'L .._.._.._.. .._.._.._.._.._ 0 15 30 60 A/C =AIR CONDITIONER SHEDPVC - POLYVINYL CHLORIDE PIPE = OVERHEAD POWER LINE F❑U 1/2' IRON ROD AND CAP B 07' OUN 4'x4' CONCRETE MONUMENT .65' North, 1.01' East \ \ CHAIN INK FENCE . 0 0' ❑ F i y I DRAINAGE ' W I TRACT 27 ' 1Z _ ;C� i------------------------------------ ----------------- --I 1 C? I I L--------- ----------------- -------- 4MARK & 2 ; 1 VAIL AND FLASHER IN ASPHALT I FOUND 4' CONCRETE MONUMENT (TOP OKEN) IN LIN( FENCE 20�0' 3 I-10.00' DRAINAGE > I AND LANDSCAPE ONE-STORY rn I EASEMENT(P) MASONRY BUILDING <I 1 i 2 I I I Driftwood Subdivision Phase V T(D 19.8' (Plat Book 62, Page 71) Ar,ircle S DRAINAGE AND 19.3' EASEMENT) i ffiB A�� IRON ROD AND CAP I 1 INAGE EASEMENT(D) ! D.C.JOHNSON LB 4514' ! 10.00' RAItAs, OUND 5/8' IRON ROD AND CAP I 1 9.C.JOHNSON LB 4514' I I FOUND 5/8' IRON R AND CAP F❑ ND 1/2' IRON D A CAP DSCAPE AND NT(P) EAMNTCP) 1 ____________________ _J LB 2622' CHAIN INK FENCE INTE ECTS LB D UTILITY EASEMENT C HEDGE c S 89'57'23' W 640. B RY LINE N> HEDGE W 1 _.._.._.._.._.. _.._.._.._.._.._. _.._.._.._.._.._.._.. ._. .._. .._.._.._.._.._.._.._.._.. ^ _.._.._.._.._.._.._.._-.._.._.._. .._.._.._.._.._.._.._.._.._.._ LINK.F.F,Nltilt_.. - GAT 44 �.qo$• �4' A/C PAD A/C PAD !\ �• �'' i _ - -�-' -- ---, -•r _._.� 1 A7C'FIA4� - - - -' FOLD 4'x4' CONCRETE MONUMENT WATER AS I r"—' I i 1 i i I 1 i I i ! �.� \_., ! ! 1 MAC Y BUIL IN6 ONE-ST�OR MASONRY B�IIL MAS STD 1 NRY BOIL INGi /C PAD i ONE-STORY A/C PAD i i i O��IIE-STORY ONE-STORY MASONRY i ! i I i i iMASONRY BUILDING i MASONRY BUILDING BUILDING �- --- ;! 19 18 1 16 15 14 13 12 11 i 10 9 8 ! Drif400d Phase IV—A L ------- iplat i i i i i Book 32, page 98) i I i i i i i i L.._.._.._.._.._.._l._.._.._.._.._.._..L.._.._.._........ .._.._.._.._.._.._.l...... _.._.._.._..1.._.._.._........ _I._.._.._.._.._.._..L.._.._.._.._.._...._..------ _.._.._.I_.._.._.._.._.._..1.._.._.._.._.._.._t._.._.._.._.._.._..L.._.._.._........ _.._i i DESCRIPTION (per Official Records Book 9107, Page 3438, of the Public Records of Pasco County, ! Florida) Tract 27, ZEPHYRHILLS COLONY COMPANY LANDS, in Section 2, Township 26 South, Range 21 East, according to the plat thereof recorded in Plat Book 1, Page 55, of the Public Records of Pasco County, Florida, LESS AND EXCEPT the South 126.00 feet of the North 141.00 feet of the West 346.00 feet of said Tract 27; ALSO LESS AND EXCEPT the North 15.00 feet of said Tract 27; ALSO LESS AND EXCEPT the East 181.00 feet of the West 196.00 feet of said Tract 27. DESCRIPTION (per Official Records Book 9127, Page 3581, of the Public Records of Pasco County, Florida) Tract 27, Section 2, Township 26 South, Range 21 East, ZEPHYRHILLS COLONY COMPANY LANDS, Pasco County, Florida, LESS the South 126.00 feet of the North 141.00 feet of the West 346.00 feet of Tract 27, ZEPHYRHILLS COLONY COMPANY LANDS in Section 2, Township 26 South, Range 21 East, as recorded in Plat Book 1, Page 55, Public Records of Pasco County, Florida, reserving the West 15 feet thereof for road right of way and utilities; ALSO LESS AND EXCEPT that portion of land described in Official Records Book 6456, Page 1544, of the Public Records of Pasco County, Florida. THE SURVEY INFORMATION CERTIFICATION THIS SURVEY IS CERTIFIED TO THE FOLLOWING: Garden Villas, LLC Date of Field Survey: 3125/15 For D,C. Johnson & Associates, Inc. Christopher H. Xynides Florida Registered Surveyor and Mapper No. 5566 Florida Licensed Business Number 4514 Not valid without the s/gna ture and the orlginol ralsed seal Florida llcensed surveyor and mapper. PROVIDED BY THE O#X6R/ DO NOT SCALE DRAWINGS DEVELOPER OR CONTRACTOR. The contractor shall verify all plans and existing dimensions TE IS NOT RESPONSIBLE FOR and conditions on the job site and shall immediately notify e engineer in writing of any discrepancies before THE ACCURACY OF THE proceedwith the work or be res onsible for same. PROVIDED INFORMATION. I Emails: rroberts.egi®gmail.com trautwein_clem®outlook.com of a I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIA CE WITH CHAPTER 16, SECTION 1609 OF THE 2010 ( F RIDA UI I CODE FOR 150 MPH ULTIMATE DESIGN WIND SPEED ISK AT G II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING COD , RESIDE IA EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 (� P.E. #42712 4- _ TEL (813) 752-7078 CA #29098 ( VALID WrrHOUT FOR 9E& OR STAMP) z 0 w ix • 1 1 1 • _- : __ _ _ - — • _ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ON ■■ ■■ ■■ No ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■■■..■■■ ■r" IN _ �� ■1 IN IS IN ■� IN IS IN ■ IN IN ■I I■ ■■■■■■■■■ 1 • 1 � � J DRAWN CLEM TRAUTWEIN SCALE: „_4 , CHECKED & APPROVED CET 4-20-15 C I 4574A SHEET 2 OF 16 , , I i Ld � j ! � QI z i � ! WI z 0 I ICn ! w _ I o X W I U i 1 X W o✓ CL I I e BOUNTY SANITARY MANHOLE I E TOP ELF 115.71' I 8' P C<S) EL,!ID6.41' BENCHMARK # 1 ' I SET NAIL AND FLASHER IN ASPHALT -_ EL� 115.29'CNAVD88) -- _ _ • ' ' _ I I I NORTH 15.00'(D) NOT INCLUDED FOUND 1/2' IRON ROD ry II o l O') I W ! 11 C z l i W I a zl O a_ ! z 11 Cn O �I Cn W X Q% y X U u LI J a- W I NOT INCLUDED !� Q I i (.� L II j II I 11 ! ! I II I I O z ry - ! 11 I I I I ! I 11 ! ! I 1 II I 1 I e f ff CONCRETE f ' II N89 55 24 E _ _ _ _Q.-94` _ II h.6r — — — — ��150'-8's ! TEL T II a ! 63,-4" I I II I= I N SANITARY MAN OL'E If a I TOI, ELF 11 615' 11 a 8' PVC(N EL, 103. p' 8 PV Y C(S EL 103 - i fy I III I ! (! I N I ' I I I ; i _ N I II I I I I 0 I ,A , III ,6 CV _W TIN METERS I STACKED 16, ' t10 LIMEROCK ROAD __ E PROPOSE T ( 63'-4' N N I N 00 N L N N d- N 1 N 6 ,y , 9/ ' 221'-4' 21' 21,_4„ 21'-4" 2 4" /22'/ r- II Tp V) r (n 1 j N Lr I II j II 1 I d _ EAST01 2 ' 0 • All" P� N1 F1407 m g • L I 63'-4" 24 N I I N � d' 'I N d' N N N 2 N 63' — 4" STD KED \ v \ CHAIN LI FENCE _J 0 m W (n • m A33'� FOUND 4'x4' ONCRETE MONUMENT (TOP BR N) LINK FENCE qe 20I0' I o I 10.00, DRAINAGE _J AND LANDSCAPE ONE-STORY 2 DR I EASEMENT(P) iMASONRY BUILDING rI of 1 a 2 al I I ' I i Driftwooc Ph PHASE 1 (Plat BO( .e' Ao I woo Circle TRACT I pq Mq/� I I � �- (INGRESS/EGRESS AINAGE AND UTILITY EAS NT) II I 1 1-4/ +•� i If N +00 NOTE: REFER TO THE PLANS- ! ERS h� p�1h FOR THE PO LAYOUT AND 0 S GRADES. I 1.9' If R62 o c,J�0 QP�� DRAINAG POND EAST _ 137.50' R62' �221 �oQ 10.00' DRAINAGE45 AND LANDSCAPE II ( nt �18 80 O EASEMENT(P) I I z I II w o oj-.._.._ At- 11 `O HEDGE RO..----•- I GATE 1 0 Q I I I _..—.._.._.._.._.._.._.. _.. _ — — ——.._.._..— — — ._ _ �.._.. —.._ _.._.._.. .. _ 44 _ ._.._.._ .._.. _.. .. �.. _-,T _... _ .. J. _.._.. _. _ .. j of II I II TI A/C PAD A/C PAD I - - - i -�- I -I.- I AI��pAf1=%�^-.._..-.-•--- I FOUND 4'x4' CONCRETE MONUMENT II I 4 WATER AS MBLY \ I I r -' I I I I I I 1 I 1 I I I I W II I I ` ONE-STORY -STORY , ! MA IONRY BUILD I 1 I A/C PAD I A/C PAD I I ONE-STAY p MASONRY BUILDING MASY BUILDING II \ -• 1 1 r I I I I I ONE-STORY I I I MASONRF( BUILDING I I ! ONE-STORY MASONRY _ I MAS13NRY BUILDING ! IfI I BUILDING I If ! I ! 1 I I I I I I I I I I I ! U 43 j II i i i i i i i i i i i i i 11 ! i 19 1 18 1 1 i 16 1 15 1 14 i 13 1 12 1 11 1 10 1 9 i 8 1 1 1 If Driftwo6d Phase IV —A L _ (Plat ,$ook 32, Page 98) q j L.._..----.._.._.._I._.._.._.._.._.._..L.._.._.._.._.._..1.._.._.._.._.._.._.l_.._.._.._.._.._..1.._.._.._.._.._.._l.-.._.._.._..-.._..L.._.._.._.._.._..1.._.._.._.._.._.._.l_.._.._.._........ 1.._.._.._.._.._.._l._.._.._.._.._.._..L.._.._.._........ _.._i i i 13 i q i SANITARY MANHOLE If TOP ELs 101.27' 8' PVC(N) EL, 101.23' BUILDINGS WITHIN PHASE NO.1 � � o 6 I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIA CE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA UIL G C0 FOR 150 MPH ULTIMATE DESIGN WIND SPE (RISK AT RY II ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING COPE, RESIDE IAL DO NOT SCALE DRAWINGS EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. The contractor shall verify all plans and existing dimensions 1906 W. Thonotosassa Road and conditions on the job site and shall immediately notify Suite 2 the engineer in writing of any discrepancies before Plant City, Florida 33563 proceeding with the work or be responsible for some. P.E. #42712 _ _1 TEL (813) 752-7078 ATE Emails: rroberts.egi®gmail.com trautwein-clem®outlook.com CA #29098 ( D WITHOUT FOR SEAL OR STAMP) / 0 r-i 0 0 q h MNIEMEMM■■ ■■ .■■ ,ME _ ' • __ _ _ _ - - _ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■' ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■'! ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■■■■■■■■ ■■.■..■■■ ■r -I■ ■ 1 I� I ■I '■ ■I I■ ■ �■ ■ 1■ �■ ■� ■■■■■■■■■ 1 DMWN CLEM TRAUTWEIN SCALE: 1/4„" = 1'-0„ CIMM do APPROVED CET 4-20-15 C14574A SHEET 3 OF 16 ,I 4 '-A" REAR SLAB WITH SAND TOE. INTERIOR UNIT FLOOR ARRAS INTERIOR UNIT = 929 S.F. GARAGE = 230 S.F. PILLAR AREA = 12 S.F. PORCH AREA = 149 S.F. OPEN COURT YARD = 31 S.F. INTERIOR UNIT = 1351 S.F. A/C AREA = 929 S.F. 1. CODE: 1.1 RESIDENTIAL FLORIDA BUILDING CODE 2010 1.1.1 RISK CATEGORY 1 1.1.2 RISK CATEGORY II (RESIDENCE) ENCLOSED STRUCTURES 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318-08) 1.3 "DESIGN SPECIFICATION FOR LIGHT METAL PLATES CONNECTED TO WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE (TPI) LATEST EDITION. 2. DESIGN CRITERIA: 2.1 DWELLING FLOORS-40 PSF LIVE LOAD PLUS 20 PSF DEAD LOAD. 2.2 BALCONIES-40 PSF LIVE LOAD PLUS 15 PSF DEAD LOAD. 2.3 ROOF OVER LIVING AREAS-30 PSF LIVE LOAD, 17 PSF (7 PSF T/C AND 10 PSF B/C DEAD LOAD FOR SHINGLE ROOFS. 2.4 WIND — 150 MPH 3 SECONDS GUST, EXPOSURE "B", IMPORTANCE FACTO R 1.0. 2.5 NET UPLIFT DEAD LOADS-10 PSF SHINGLES, 15 PSF TILE. 2.6 INTERIOR DOORS BY THERMA—TRU, O.E. 3'X8' DP = +80.0 & (—)80.0 FC = FL11483.6 2.7 ALENCO WINDOWS, IMPACT SINGLE HUNG, LOW "E", SERIES 4712 OE. SH25 DP = +41.0 & (—)41.0 — O.E. FC = FL15329 OE = OR EQUAL NOTES: 1. ALL DOORS ARE 6'-8" HIGH WITH VARIOUS WIDTHS. 2. ALL WINDOWS ARE LOW "E". 3. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS WITH THE SURVEYOR AND FOUNDATION CONTACTOR BEFORE SETTING ANY STEEL AND BLOCK. 4. CONTRACTOR THE CHECK WITH THE MANUFACTURER AND THE FIELD REP. BEFORE MAKING CHANGES IN STYLE OR PRODUCT TYPE. FLORIDA APPROVAL SCHEDULE TYPE MASONRY ROUGH OPENING ALENCO HURRICANE SINGLE HUNG SH25 LOW "E", 38"X63" NON —IMPACT SERIES 900, FLORIDA APPROVAL NO. FL10788.1 GAF—UNDERLAYMENT FELT, FLORIDA APPROVAL NO. FL15487.1 GAF —SHINGLES, 3 TAB, FLORIDA APPROVAL NO. FL10124.1 PLY —GEM VINYL SOFFET, FLORIDA APPROVAL NO. 15847.1 CAST CRETE, CONCRETE LINTELS, FLORIDA APPROVAL NO. 158.1 NOTE: CONTRACTOR TO VERIFY MASONRY WINDOW AND DOOR OPENINGS WITH THE WINDOW AND DOOR MANUF. AND TO VERIFY THE BUCKING DIMENSIONS BEFORE ORDERING THE WINDOWS, DOORS AND SETTING BLOCKS. REAR SLAB WITH SAND TOE. FNn IINIT FLOOR ARPAS END UNIT = 994 S.F. GARAGE = 245 S . F. PILLAR AREA = 17 S.F. PORCH AREA = 107 S.F. OPEN COURT YARD = 30 S.F. INTERIOR UNIT = 1393 S.F. A/C AREA = 994 S.F. 30. 18' 84' 36' �� SECTION "ID—D" SCALE: 3/r-11-w NOTE: CABINETS ARE ALL PLYWOOD WITH GRANITE COUNTER TOPS. COLOR AND STYLE PER OWNER. DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail.com troutwein_clem@outlook.com I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPL WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CO , RESIDES EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 TEL (813) 752-7078 h O q '■■■■■■■, _ __ _ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■■■■■■■■ ■■■■■■■■■ ,�l IIIN ■� IN ■� 1■ IN 1 , DRAWN CLEM TRAUTWEIN SCALE: 1 4" = V-0" CHECKED k APPROVED 4-20-15 C 145 74A SHEET 4 OF 16 CA #29098 (N V WITHOUT FOR SEAL OR STAMP) 111 r , Iq 1 'I n, 11 u c 0 CCU A^ SH25 SH25 SH25 SH25 2 4 I 1� I 2 4 1 l 2 4 LAU i III I LAU I Ili III I LAU I 73' I III i I i 3' I III i I i 3' MASTER HALL PANTRY i (i PANTRY MASTER i I i PANTRY HALL MASTER BEDROOM II I11 I I BEDROOM II 111 I I BEDROOM I R---I� I err--Ti V�) I I �r--n ,1 1111 I i t I I I � REF I I (I tT' � � i1 I I I REF � iIr I 2,8,f I u--JIIIL--1J I II 2'8» IIIL--1i I I 218" I I I I �` CL' I I KITCHEN _ •, I I 0 O 1 1 I I I I 1 00 KITCHEN i I I I I I I I i i �� III CL �\ CL' I I I 00 KITCHEN I I I I ` CL �\ CL' 'CL i i ' ' \ 00 III 0 0 / III (� 0 I I I 1 I I I I I jll 1 I I 1 I I I 1 III I I I 1 I I 1 1 I 1 I I f» SFIOwER I F=D=W= III � IIIlIIi I I PI = SFIOMQt 1 II _ I 1 I IIII 9F10'wEit MASTER 0 E'll M=a=� ® Ip=�c` 0a MA71Gp BATH - ----------------- , - ---------------- MAER BATH I ----------------- BATH III I I III I I 0 � III I II I I I 0 11 � I Il 1 I 0 ��// SIIOIAQt III I I I I O III I I I I �/ 0 �l�R BATH NO.1 00 I i I I i I � BATH NO.1 i I i BATH NO.1 K-A III N I ILJIIII I N 1LJ I IN I LIMING/INNING AREAS I ----- I 2 zI I I I I I I I 2 I I I� ----- I I I I 2' I I� ----- CL I III I CL III 1 CL LMNG/DINING AREAS I I LIVING/DINING AREAS 00 I 1 I 1 III 00, 1 00 N AD III I III I I I I �- N I11 III 1 �N BEDROOM NO.1 III 1 ; III I III I I ; I I I III III BEDROOM N0.1 III I III I I I I BEDROOM NO.1 I III I I SH25 1 I I I 1 M I III I I 1 I I I 1 SH25 SH25 \ \ I I S/W OPEN OPEN COURTYARD ( OPEN I I COURTYARD COURTYARD S/W , , S/W SW i I O GARAGE I GARAGE I GARAGE PORCH PORCH I ( PORCH I O I O1 Elio I I O UNIT 7 UNIT 8 UNIT 9 MODEL UNIT NO.9 n v C n • - 1_ _ _ ' _� _ M■ ■■ ■■ ■■ on ■■ M■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ MEMO ME MEMO■■■■■ IS '■ ''i 101 ■■■■■■■■M 1 1 ' i i i • J DRAW CLEM TRAUTWEIN I HEREBY CERTIFY: I SCAT, 1�4" THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANC CHECKED do APPROVED WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BU DING CO E FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK C EG Y ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTI L. CET 4-20-15 DO NOT SCALE DRAWINGS EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. C14574A The contractor shall verify all plans and existing dimensions 1906 W. Thonotosassa Road / and conditions on the job site and shall immediately notify Suite 2 the engineer in writing of any discrepancies before proceeding with the work or be responsible for some. Plant City, Florida 33563 P.E. #42712 TEL (813) 752-7078 _28 1 1 n SHEET OF Q D E Emails: rroberts.egi®gmail.com troutwein_clem@outlook.com CA #29098 (NOT FOR SEAL OR STAMP) ' I I _ _ _ I _ II I I I I I I I I ' R I I I' i I FRONT ELEVATION 11An'n/ M^Ann f`I nlun I I/l1\V I UVl�I♦V JI VIIV /i�I it i fir/ �,/ ice/ �/ i♦W.M.W W i i i. i Y i V I l/ll\U 1 uw"NV JIVII\V HARDY BOARD SIDING ON UNITS 1-6, 7, 8 AND 9 ONLY. THE REMAIINING BUILDINGS TO HAVE A SAND STUCCO FINISH, PAINTED PER THE OWNER. FRONT ELEVATION 'K I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLI N E WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORID B ILDING ye/ FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RIS C EGORY ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESI NT . DO NOT SCALE DRAWINGS EGI—ENGINEERING GREAT IDEAS, LL William H. Roberts, P.E. The contractor shall verify all plans and existing dimensions 1906 W. Thonotosassa Road and conditions on the job site and shall immediately notify Suite 2 the engineer in writing of any discrepancies before Plant City, Florida 33563 &8(proceeding with the work or be responsible for same. P.E. #42712 TEL (813) 752-7078 DATE Emails: rroberts.egi@gmail.com trautwein_clem@outlook.com CA #29098 ( ALJD wlnlour FOR sE& OR sraMP> z 0 5 w a ■■■■■■■■■ ■■ :: .. ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ _■■ ■■ ■■ ■■ ■■ ■■ • ' ■■ ■■ ■■ ■■ _ : ■■ ■■ ■■ ■■ ■■ _ • - _ _ - ■■' ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ _� ■■ ■■ ■■ ■■ ■■ _■■ ■■ ■■ ■■ ■■■■■■■■■ ■■■■■■■■■ ■� ' 1 �A I 1■ IN '■ ■1 1■ ■ '■ ■ i■ ■i i■ ■■■■■■■■■'I ■■■■■■■■■' • DRAWN CLEM TRAUTWEIN SCALE 1/4" = 1'-0" CHECKED do APPROVED CET 4-20-15 C14574A SHEET 6 OF 16 V V 1 n\/A AI!\!1 \!I - A ITII AT/l 1'71f` I IPn1\V I UV/'lI NU .JIVIIVV I IP'\I\V I UVP'\I\V --JIVIIVV 1 If-\1\V I VV!"\1\V ...JI Vll q\J REAR ELEVATION NOTE: HARDY BOARD SIDING ON UNITS 1-6, 7, 8 AND 9 ONLY. THE REMAIINING BUILDINGS TO HAVE A SAND STUCCO FINISH, PAINTED PER THE OWNER. I /'ll\V 1 UV/-'11\V JIVIIVV 1�1 lTI1 1 �J 11JL L'i LI i V �-11 1 V 1 V ""'\"' """'\" `""""" DO NOT SCALE DRAWING The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emoils: rroberts.egi®gmail.com trautwein_clem@outlook.com I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN CON WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORI FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RIS ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, REST EGI—ENGINEERING GREAT IDEAS, LL William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 B TEL (813) 752-7078 DAT — CA #29098 NOT VALID WRHOUr FOR SEAL OR STAMP) h 2 0 q ti a ,■■■■■■■, ■■■■■■■1111 ■■■MINI■■■■ MINI • . • 1 1 __ _ ._ _ ' • = • _ ■■ ■■ ■■ ■■ No MINI ■■ MINI MINI MINI MINI MINI MINI ■■ ■■ MINI ■■ MINI ■■ MINI ■■ ■■ ■■ MINI ■■ MINI ■■ MINI ■■ ■■ MINI No MINI ■■ MINI MINI ICI MINI ■■. ON MINI ■■ ■■ ■■ ■■ ■MINI■■■■■■ I� ■1 i■ ■� IN ■� 1■ MIL------�■'� ■■■■■■■■ ■■■■■MINI■ • 1) DRAWN CLEM TRAUTWEIN SCALE: 1 /4" = 1 '-0" CHECKED & APPROVED CET 4-20-15 C I 4574A sxee, 7aF 16 _1_ 1 1 1 1 11 _I 1 1 1 1 I I ' 1 1 1 1 11 I'll, I I I Iml I I ! • III ■■ •■ 1 I► ■■■■■■■■■'� ■■■■■■■■■' . . r DRAWN CLEM TRAUTWEIN SCAM 1 /4" = 1 '-0" le CHECKED do APPROVED CET 4-20-15 C I 4574A SHEET 8 OF 16 L_ L- 11 l '■■■■■■■i � ■■■■■■■ � M m M MENNEN ■■ . _. _■■ .. , ' __ : ' _ _ - _ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■�I ■■■■■■■■■ 1 m 11■ IS �■' ■I I■ ■ ■■■■■■■■■ rDRAWN CLEM TRAUTWEIN SCALE: 1 /4" = 1 '-0" cimm D do APPROVED CET 4-20-15 C14574A SHEET 9 OF 16 1 1 11 1 v I i I I _ 171 P__II11 II' ' I'I _I_ 1 1 I _- _ I _ 111 IV I ' I ELECTRICAL LEGEND DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER - GFIC .016WEATHERPROOF DUPLEX OUTLET qGROUND FAULT RECEPTACLE $ HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET OAF ARCH FAULT RECEPTACLE - BEDROOMS GD GARBAGE DISPOSAL RECEPTACLE CATS E o SD SMOKE DETECTOR, ELECTRIC WITH BATTERY BACKUP. o DB DOOR BELL © CO2 CARBON MONOXIDE DETECTOR, ELECTRIC WITH BATTERY BACKUP. $ WALL SWITCH -69- -89- WALL SWITCHES STACKED $3 THREE-WAY SWITCH $4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH $W WATERPROOF SWITCH $D DIMMER SWITCH _(} CEILING MOUNTED INCANDESCENT LIGHT FIXTURE c WALL MOUNTED INCANDESCENT LIGHT FIXTURE O RECESSED INCANDESCENT LIGHT FIXTURE OP PENDENT LIGHTS - TYPE PER OWNER WATER PROOF RECESSED INCANDESCENT LIGHT FIXTURE P _(�-P a LIGHT FIXTURE WITH PULL CHAIN ' TRACK LIGHT 4 EXHAUST FAN +- EXHAUST FAN / LIGHT COMBINATION . HOLLYWOOD STRIP IN BATHROOM �- COACH LIGHT -EXTERIOR DUSK TO DAWN LIGHTS ® CAN LIGHT - TYPICAL _'�r WALL MOUNTED FIXTURE [M ELECTRIC DOOR OPERATOR (OPTIONAL) ® CHIMES (OPTIONAL) OR DOOR BELL (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) H TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) (D THERMOSTAT -SEE AC PLAN FOR LOCATIONS DO ELECTRIC METER v ELECTRIC PANEL H- DEDICATED LINE - COMPUTER [31 DISCONNECT SWITCH ® SPEAKERS - TYPICAL EMERGENCY LIGHT -DOUBLE �Q EMERGENCY LIGHT -SINGLE W/MD WEATHER PROOF SPOT LIGHTS ON A MOTION DETECTOR SYSTEM. TIME LENGTH PER OWNER. VX3' FLORESCENT LIGHT FIXTURES, WITH 2 BULBS. QUICK CONNECTS REQUIRED. CEILING MOUNTED FIXTURE FOR FAN CEILING MOUNTED INCANDESCENT LIGHT FIXTURE W/ PRE -WIRE FOR OPT. CEILING FAN EXIT SIGN, ELECTRIC WITH BATTERY BACKUP. ® FIRE ALARM PULL BOX NOTESo 1. PROVIDE AND INSTALL GROUND FAULT CIRCUIT-INTERUPTERS (GFI) AS INDICATED ON PLANS. ALL GFI'S OUTSIDE OR IN SOFFETS WILL BE WATERPROOF. 2. UNLESS OTHERWISE INDICATED, INSTALL SWITCHES & RECEPTACLES AT THE FOLLOWING HEIGHTS ABOVE FINISH FLOOR: SWITCHES ............ 48 "AFF OUTLETS ..............14"AFF TELEPHONE ......... 14"AFF TELEVISION .......... 14"AFF OR AS NOTED OUTLETS.............48"AFF IN GARAGE OR AS NOTED 3. ALL SMOKE DETECTORS SHALL BE HARDWIRED INTO AN ELECTRICAL POWER SOURCE AND SHALL BE EQUIPPED WITH A MONITORED BATTERY BACKUP. PROVIDE AND INSTALL LOCALLY CERTIFIED SMOKE DETECTORS. 4. ALL ELECTRICAL IN SLEEPING ROOMS SHALL BE ON A A.F.C.I. PROTECTED CIRCUIT. 5. IT IS THE RESPONSIBILITY OF THE LICENSED ELECTRICIAN TO INSURE THAT ALL ELECTRICAL WORK IS IN FULL COMPLIANCE WITH THE LATEST N.E.C., F.R.C. AND ALL APPLICABLE LOCAL STANDARDS, CODES, AND ORDINANCES. G = GROUND FAULT INTERRUPT CU = CONDENSING UNIT AFF = ABOVE FINISHED FLOOR AH = AIR HANDLING UNIT LION = UNLESS OTHERWISE NOTED 2P = TWO POLE TYP = TYPICAL TD = TIME DELAY CLF = CURRENT LIMITING FUSE DE = DUAL ELEMENT DESIGNATION W = WEATHERPROOF 3R = NEMA RAINPROOF DESIGNATION TC = TIMECLOCK EWC = ELECTRIC WATER COOLER NOTE: VARIOUS ITF]Als WrrHIN THE ELECTRICAL LEGEND DO NOT APPLY TO THIS PROJECT. CONC. P1-15,17 SLAB C/U DISCONNECT CU UNIT COACH LIGHT r� 0W.P.P1-10 �] P1-13 SH25 1 DRYER - \ P1-16,18 2 4 LAU PROPOSED % P1-13 P1-13 1�yyASH HER �P1-14 PANEL BOX / / MASTER P1-13 BEDROOM AF41 6>> , P1-13 AF4) OAF PANTRY P1-7 P1- P1-13 CO \ / 1 F T1 1 o SD ��/ P1-13 P 1-5 1 L o SD ® CO2 AF'® REF I r // L —_.U 6 P1-13 2'8„T 0�4 P1-7 P1_7P 7KITCHEN I CL CLI \ P1 �� I23 ' 9 P1-S'0 2 C L H 6 \ JI , „ GnC P 1-7 P 1-7 SHOWER P 1-7 I 1\\ GR P1�7 Q I o P1-91 \ ° /t MASTER I &AF I \ n \ BATH - - - - - - - - - - - - - - - - - I QP PP P j P1 2 j P1-9 P1-9 _ P1-9 P1-2`V L��_-� '' 1-2 0 1 AFO ° / el`� ===---F P1-9 P1-9 - I OAF 1 BA-6 0.1 �� 1 /� P1-4 1 OOP1-8 \ P -8 I N Li LIVING/DINING AREAS j P1-4 I 1 I 2' z_ GAF I \ I \ P1-6 J CLP1-E jOo CO2 o SD� I 00 jN L o SD OAF / \ P1-6 P1-6 P1-4 M OAF \�\ / AF4 P1-6 "f3 P1-4 BED M .1 PIIJFM4 AFO P1-6 TO COACHLIGHTS III SH25 P1-4 / 1 I I �- \ 1 1 \1 1 OPEN 1 COURTYARD I 'IIPWP� I I I I I / / P1-12 / P1-12 W.P. POR {1\ 12 WP--& \ I I 100 1 R P1-1,3 L{ A/H HANGING I FROM CEILING. 1 P1-10 )-- 48" AFF P1-10 LIGHT P1-10 INTERIOR UNIT IN CEILING P 1-10 48" AFF- P1-10 GARAGE 8'W X 7'H LIGHT P1-10 WATER HEATER IN ATTIC P1-11 ATTIC LIGHT AND FAN -(�-4=& P1-20 PANEL "1" FOR BOTH UNITS 201D AIP MAIN 120/208V/1 PH. CIR AMPS POLE LOAD WIRE LOAD CIR AMPS POLE LOAD HARE LOAD 1 40 2 AH #1 #8-1/2'/GRD WOO 2 20 1 MASTER BATH AND CLOSETS #12-1/2•/GRD 1440 3 4 20 1 LIVING AND DINING ROOMS #12-1/2•/GRD 1620 5 20 1 REF #12-1/2•/GRD 1000 6 20 1 BEDROOM NO.1 #12-1/2-/GRO 1440 7 20 1 IOTCHEN RECEPTS #12-1/2'/GRD 1440 8 20 1 BATHROOM NO.1 #12-1/2•/GRD 900 9 20 1 KITCHEN UTES & RECEPTS #12-1/2•/GRD 1260 10 20 1 GARAGE #12-1/2•/GRD 1440 11 2D 1 A.O. SMITH 80 GAL O.R. #12-1/2•/QW 540 12 20 1 FRONT PORCH #12-1/2•/GRID 720 13 20 1 MASTER BEDROOM #12-1/2'/GRD 1440 14 1 20 1 1 WASHER #12-1/2•/GRD 1000 1 35 2 CU #1 08-1/2•/GRD 4400 1 30 2 DRYER #IG-1/2•/0RD 5000 17 1 19 20 15 1 1 TTIC LIGHT AND FAN #12-1/2•/GRID 1 720 21 30 2 RANGE #e-1/2•/GRID 5000 22 20 1 HOOD #12-1/Z/GRID 1500 2 24 SPARE VOLTAGE 120/240V PHASE LOAD: OR a QUICK RECOVERY TOTAL 29,450 MBKR: 200 AMP a MAIN: 200 AMPS b: TCL = 2Z- 122.71 AMPS-1 PH. 40 TRIM: - FEEDER WIIRE. 2-4/0 AWG CU. 1-1/0 CU GND, 1-#4 EG, 1 1/2' COND. P.1-10 -{Gli1/.P. P1-15,17 -11 ER HEATER UNDER A/H DISCONNECT NOTES: 1. ELECTRICAL CONTRACTOR TO VERIFY WITH THE ELECTRICAL SUPPLIER TO VERIFY THE METER PACKS REQUIRED TO SUPPLY THE UNITS. 2. THE UNITS CAN USE A 6 METER PACK, WITH A RUN TO THE TRANSFORMER. 3. THE 7 UNIT HAS TO HAVE A MASTER TURN OFF SWITCH FOR THE WHOLE BUILDING. 4. THE ELECTRICAL CONTRACTOR TO PLACE THE KITCHEN CIRCUITS TO CODE, AND TO HAVE AN AS -BUILT FURNISHED TO THE ENGINEER. 5. THIS IS ALSO FOR THE MASTER BATH. COACH LIGHT P1-13 SH25 DO NOT SCALE DRAWINGS LIGHT P1-10 The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail.com trautwein_clem®outlook.com WATER HEATER IN ATTIC P1-11 ATTIC LIGHT AND FAN P1-20 V TER HEATER UNDER A/H P1-10 CONC. SLAB C/U DISCONNECT COACH LIGHT P1-10 0 W C/) h 2 b 0 q Ell ■■■■■■■ ■■ __ • . : .00 __ _ 4b _ - _ _ 4 _ _� ■■ ■■ ■■ ■■ ON ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ OEM ■■ ■■ ■■ ■■ ■■ .. ��IN ■I IN ■ IN IN ■� IN ■■■■■■■■■ i • DRAWN CLEM TRAUTWEIN I HEREBY CERTIFY: SCALE THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLI N 1 4" WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BU G ODE CAKED & APPROVED FOR 150 MPH ULTIMATE DESIGN WIND SPE D (RISK CA E R 11) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING C . RESID CET 4-20-15 EGI-ENGINEERING GREAT IDEAS, LLC C14574A William H. Roberts, P.E. 1906 W. Thonotosasso Road Suite 2 Plant City, Florida 33563 r P.E. #42712 - l SHEET10 OF' 6 TEL (813) 752-7078 DAl CA #29098 (NOT VALID WRHOIJT FOR EAL OR STAMP) I P -- 1 I -- -I - 11 11 T9111' 1 INTERIOR UNIT 1.5" FIBERGLASS SUPPLY DUCT R-6 CROWN SPIN -IN FITTING WITH DAMPER i ROUND METAL DUCT R-6 (EXTERNAL INSULATION) CEILING INSULATED ROUND R-6 FLEXIBLE DUCT (MAX. 10'-0" LONG) ATTACH WITH PANDUIT STRAP 6 TAPE PER CODE PRE -INSULATED TITUS 2x2 SUPPLY DIFFUSER CEILING DIFFUSER CEILING DIFFUSER RUNOUT DETAIL NOT TO SCALE INTERIOR UNITS - HVAC NOTES DETAILS AND SCHEDULES SYSTEM DESCRIPTION" 2.0 Ton Split System With Heat Pump EQUIPMENT SCHEDULE: GOODMAN 15 SEER HEAT PUMP SYSTEM with "R-41OA" Refrigerant CU MD #RQPL-B048-JK010AA Heat Pump BTUH COOLING CAPACITY 24,000 SEER 15.00 HSPF 7.8 BTUH HEATING CAPACITY 24,000 BLOWER SPEED CFM ® .3" WC Cooling 800 Heating 800 ELECTRICAL REQUIREMENTS CU-1 MCA 35 MOCP 60 AMPS VOLTS 120 240 1 60 AH-1 MINIMUM AAPACITY 28.4 MAX FUSE 40 AMPS PIPING SIZE 3 8" LIQUID 1 1 8" SUCTION w 1 2" INSULATION 3 4" CONDENSATE DRAIN CONTROLS: Programmable Thermostat FILTER TYPE: 1" pleated throw -a -ways DUCT SYSTEM: R-6 fiberglass/foil-flex w/Crown #1580 register boxes, damper collars, and Air Mate grilles. All joints sealed with Fasson #0801 pressure sensitive tape. All work shall conform to the requirements of the Current Florida Unified Mechanical Code, 2008 National Electrical Code, and all Pasco Country Codes. Note: General Contractor has the option of utilizing an Equivalent Manufacturers HVAC Package Heat Pump System. GENERAL A/C NOTES: 1. PLANS INDICATE THE GENERAL LAYOUT AND LOCATION OF THE MECHANICAL SYSTEM COMPONENTS. UNLESS SPECIFIED DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THOSE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SHOP DRAWINGS AND SIMILAR CERTIFIED DATA. 2. CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES ADOPTED AT THE TIME OF PERMIT APPLICATION AND THE 2010 FLORIDA UNIFIED BUILDING CODE, FLORIDA MECHANICAL AND ENERGY CODES. 3. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIAL FOR REVIEW. INSTALL AND TEST ALL EQUIPMENT AND MATERIAL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 4. DUCTWORK, AIR DEVICES AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT TO THE CEILING OR CEILING SUSPENSION SYSTEM. COORDINATE LOCATION OF ALL AIR DEVICES, WALL CAPS, ROOF CAPS AND LOUVERS WITH ELECTRICAL, ARCHITECTURAL AND PLUMBING WORK. 5. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF "SMACNA" DUCT CONSTRUCTION STANDARDS AND COMPLY WITH THE LATEST "NFPA" 90A REQUIREMENTS. 6. ALL DUCT DIMENSION AS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS. ADD 3" FOR EXTERIOR DUCT DIMENSIONS. 7. ALL FLEXIBLE DUCT SHALL BE CLASS 1 R-6 INSULATED REINFORCED METAUZED JACKET, AIR -TIGHT, INNER CORE, WITH ENCAPSULATED WIRE HELIX. 8. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 54" ABOVE FINISHED FLOOR UNLESS NOTED ON DRAWINGS. LOCATION OF THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THE THERMOSTAT SHALL BE SUBJECT TO APPROVAL OF THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD. 9. PROVIDE A CONDENSATE DRAIN SYSTEM PER THE 2001 FLORIDA MECHANICAL CODE SECTION 307. a. PROVIDE P-TRAPS AT ALL CONDENSATE DRAIN LINES. SLOPE DRAIN LINES TOWARD THE POINT OF DISCHARGE. b. (MINIMUM 1 /8" PER FOOT). INSULATE DRAIN LINES WITH 1 /2" THICK CLOSED CELL RUBBER PIPE INSULATION. c. CONDENSATE LINES TO BE PVC. LINES TO BE A MINIMUM OF 3/4" diameter. EXTEND TERMINATION OF DRAINS 12" FROM THE EXTERIOR WALL TO GREEN AREA. 10. PROVIDE REINFORCED CONCRETE EQUIPMENT PADS FOR THE CONDENSINIG UNITS. PADS TO BE SIZED AND SPACED TO PROVIDE MANUFACTURER'S REQUIRED SERVICE CLEARANCES. Elements of Load Insulation / R-value Area lin.ft. U-Value I Heat Loss Heat Gain Gross Wall 1580 GLASS Solar Gain 2093 Glass 1 Single 48 0.42 487 Glass 2 Select 0 Skylight Select 0 Doors Insulated or Storm 40 0.4 384 368 Net Walls R-5 1492 0.06 2148 2059 Ceilings R-30 929 0.033 736 1380 Floors Select 0 0 Open Floors Select 0 0 Slab Floors No Insulation 929 0.8 17,837 0 Volume of your Building or Zone (cu.ft.) 18,084 3208 1384 VARIFS TYPICAL A& SLAB People 750 Appliances 3000 Sub Total 24,800 14,426 Duct Loss Gain 2658 4411 Sensible Load 27,457 18,837 Latent Load 1843 TOTAL BTUH 27,457 20,680 SLAB TO BE 4" WIDER THEN THE UNIT. LEGEND: SumMary BTUH Tons Total Heating Load 27,457 Total Cooling Load 20,680 1.7 206 crm 10"X10" SUPPLY AIR GRILL AND AIR FLOW CFM 80 CFM 6"X1O" SUPPLY AIR GRILL AND AIR FLOW CFM 10"4 �- SUPPLY AIR DUCT (R-6) AND DUCT SIZE 12"X14" - - - RETURN AIR DUCT (R-6) AND DUCT SIZE ® 24"SQ. RETURN AIR GRILLE A/C AREA = 929 S.F. END UNIT HVAC NOTES 1 All equipment is new, air handlers located on steel channell, supported from deck above with concrete deck anchors. Bottom of plenum box of return held 2" off bottom of stand with emergency condensate drain pan extending out 3" on all four sides with emergency overflow shut down switch on condensate overflow mounted on emergency part 2. Rectangular ductwork to be 1.5" fiberous ductboard, Joints to be sealed with pressure sensitive "UL" 181 silver tape and staples as recommended by manufacuterer. Round ductwork to be R-6 flex duct using silver tape, "UL" 181 and nylon panduit straps at Crown dampened collar. 3. All duct sizes are clear inside dimensions, allow for 1.5" R-6 fiberglass ductwork 4. Rectangular ductwork to be hung with 2" u-channel 6 minimum 12-gauge wire on 6' centers and flex duct to be hung with 2" metal strap on 5' centers and at elbow down to air distribution as needed. All duct materials and installation of same to comply with section 503 of Florida Energy code for Building Construction effective March 1, 2002. 5. Smoke detectors shall be installed in return duct to shut down system, located prior to introduction of ventilation outside air. 6. Coordinate location of air distribution with ceiling grid and lights. 7. Contractor test and balance of systems to within 10% of design airflows shown and submit air balance report and equipment performance to owner upon completion. 8. Thermostats to be mounted at 52" AFF. CONC. SLAB 'CONNECT END UNITS - HVAC NOTES DETAILS AND SCHEDULES SYSTEM DESCRIPTION" 2.0 Ton Split System With Heat Pump EQUIPMENT SCHEDULE: GOODMAN 15 SEER HEAT PUMP SYSTEM with "R-410A" Refrigerant CU MD #RQPL-B048-JK010AA Heat Pump BTUH COOLING CAPACITY 24,000 SEER 15.00 HSPF 7.8 BTUH HEATING CAPACITY 24,000 BLOWER SPEED CFM ® .3" WC Cooling 800 Heating 800 ELECTRICAL REQUIREMENTS CU-1 MCA 35 MOCP 60 AMPS VOLTS 120 240 1 60 AH-1 MINIMUM AAPACITY 28.4 MAX FUSE 40 AMPS PIPING SIZE 3 8" LIQUID 1 1 8" SUCTION wl 1 2" INSULATION 3 4" CONDENSATE DRAIN CONTROLS: Programmable Thermostat FILTER TYPE: 1" pleated throw -a -ways DUCT SYSTEM: R-6 fiberglass/foil-flex w/Crown #1580 register boxes, damper collars, and Air Mate grilles. All joints sealed with Fasson #0801 pressure sensitive tape. All work shall conform to the requirements of the Current Florida Unified Mechanical Code, 2008 National Electrical Code, and all Pasco Country Codes. Note: General Contractor has the option of utilizing an Equivalent Manufacturers HVAC Package Heat Pump System. GENERAL A/C NOTES: 1. PLANS INDICATE THE GENERAL LAYOUT AND LOCATION OF THE MECHANICAL SYSTEM COMPONENTS. UNLESS SPECIFIED DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THOSE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SHOP DRAWINGS AND SIMILAR CERTIFIED DATA. 2. CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES ADOPTED AT THE TIME OF PERMIT APPLICATION AND THE 2010 FLORIDA UNIFIED BUILDING CODE, FLORIDA MECHANICAL AND ENERGY CODES. 3. SUBMIT SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIAL FOR REVIEW. INSTALL AND TEST ALL EQUIPMENT AND MATERIAL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. 4. DUCTWORK, AIR DEVICES AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT TO THE CEILING OR CEILING SUSPENSION SYSTEM. COORDINATE LOCATION OF ALL AIR DEVICES, WALL CAPS, ROOF CAPS AND LOUVERS WITH ELECTRICAL, ARCHITECTURAL AND PLUMBING WORK. 5. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF "SMACNA" DUCT CONSTRUCTION STANDARDS AND COMPLY WITH THE LATEST "NFPA" 90A REQUIREMENTS. 6. ALL DUCT DIMENSION AS SHOWN ON THE DRAWINGS ARE CLEAR INSIDE DIMENSIONS. ADD 3" FOR EXTERIOR DUCT DIMENSIONS. 7. ALL FLEXIBLE DUCT SHALL BE CLASS 1 R-6 INSULATED REINFORCED METALIZED JACKET, AIR -TIGHT, INNER CORE, WITH ENCAPSULATED WIRE HELIX. 8. ALL WALL MOUNTED THERMOSTATS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 54" ABOVE FINISHED FLOOR UNLESS NOTED ON DRAWINGS. LOCATION OF THERMOSTAT SHALL BE COORDINATED WITH OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THE THERMOSTAT SHALL BE SUBJECT TO APPROVAL OF THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD. 9. PROVIDE A CONDENSATE DRAIN SYSTEM PER THE 2001 FLORIDA MECHANICAL CODE SECTION 307. a. PROVIDE P-TRAPS AT ALL CONDENSATE DRAIN LINES. SLOPE DRAIN LINES TOWARD THE POINT OF DISCHARGE. b. (MINIMUM 1/8" PER FOOT). INSULATE DRAIN LINES WITH 1/2" THICK CLOSED CELL RUBBER PIPE INSULATION. c. CONDENSATE LINES TO BE PVC. LINES TO BE A MINIMUM OF 3/4" diameter. EXTEND TERMINATION OF DRAINS 12" FROM THE EXTERIOR WALL TO GREEN AREA. 10. PROVIDE REINFORCED CONCRETE EQUIPMENT PADS FOR THE CONDENSINIG UNITS. PADS TO BE SIZED AND SPACED TO PROVIDE MANUFACTURER'S REQUIRED SERVICE CLEARANCES. Elements of Load Insulation / R-Value Area/lin.ft. U-Value I Heat Loss Heat Gain Gross Wall 1593 GLASS Solar Gain 3477 Glass 1 Single 64 0.42 649 Glass 2 Select 0.06 0 Skylight Select 0 Doors Insulated or Storm 40 0.4 384 1 368 Net Walls R-19 1489 0.06 2144 2054 Ceilings R-30 994 0.033 787 1476 Floors Select 0 0 Open Floors Select 0 0 Slab Floors No Insulation 994 0.8 19,085 0 Volume of your Building or Zone (cu.ft.) 9,277 3432 1480 VARIES _ People 750 Appliances 3000 Sub Total 26,481 15,999 Duct Loss Gain 2907 4954 Sensible Load 29,368 20,953 Latent Load 1939 TOTAL BTUH 29,388 22,893 TYPICAL ABC SLAB SLAB TO BE 4" WIDER THEN THE UNIT. I C/%CAIrI. Tot,fl Cooling Load 2a10"X10" SUPPLY AIR GRILL AND AIR FLOW CFM SUPPLY AIR GRILL AND AIR FLOW CFM 0 0 SUPPLY AIR DUCT (R-6) AND DUCT SIZE 12"X14" - - - RETURN AIR DUCT (R-6) AND DUCT SIZE ® RETURN AIR GRILLE A/C AREA = 994 S.F. DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi©gmail.com trautwein_clem@outlook.com 1 HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANC WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA B D E FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK C E ) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDEN EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 ? Plant City, Florida 33563 P.E. #42712 TEL (813) 752-7078 DATE CA #29098 (NOT VALID WITHOUT FOR SEAL OR STAMP) 0 w �� 2 b U 0 q h x a ■■■■■■■, .■■■■■■■■ ■■■■■MIME■ ■■ • :: • : , _ - _ _ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ �■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ no ■■ ■■ ■■ no ■■■■■■■■■ ,�rl � • _ ��_.� I� ■1 IN ■I '■ III ■� '■ ■ 1■ ■ IN ■� IN MIL------�■' 1 J DRAWN CLEM TRAUTWEIN SCAM- 1/4" = 1'-0" CHECKED & APPROVED CET 4-20-15 C 145 74A SHEET 1OF 16 MIRROR END UNIT INTERIOR UNIT END UNIT ROOF CONNECTORS SIMPSON CATALOG C-2013 1. LUS24 W/4-10d NAILS IN HEADER AND W/2-10d NAILS IN THE JOIST. UPLIFT 1165, PG.71 2. LUS24-2 W/4-10d X 1 1/2" NAILS IN HEADER AND W/2-2 1/2" NAILS IN THE JOIST. UPLIFT 1165, PG.71 3. HETA24 W/9-10d X 1 1/2" NAILS PER ANCHOR. UPLIFT 1450, PG.166 4. HETA24-2 W/9-10d X 1 1/2" NAILS PER ANCHOR. UPLIFT 1810, PG.166 5. LTA2 PARALLEL TO WALL INSTALLATION WITH 10-10dX 1 1/2" NAILS IN THE TRUSS. UPLIFT 1390 PG. 165 6. VTCR W/4-SD#9X21/2" WITHIN THE SUPPORT FRAMING AN W/3-SD#9X1 1/2" IN THE VALLEY TRUSS. UPLIFT 500 PG. 156 a2X4 CONTINUOUS STRONGBACK W/ (2)-16d DOUBLE HEADED NAILS AT EACH TRUSS BOTTOM CHORD; SPLICE ACROSS TWO TRUSSES. NOTES: 1. CONTRACTOR TO FIELD VERIFY ALL TRUSS ANGLES, LENGTHS AND ROOF SLOPES WITH THE TRUSS MANUFACTURE BEFORE ORDERING THE TRUSSES. I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COM WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORII FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISE ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CQDE. RESIG '■■■■■■■, ■■■■■■■■■ ■■ .■■ .■■ • ' __ _ : ' •_ _ - - _ _ _� ■■ ■■ ■■ ■■ No No ■■ ■■ ■■ ■■ ■■ ■■ ■■ ON ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ON ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ on ■■ ■■ ■■ ■■ ■■ ■■■■■■■■■ ,� 1 _ , 6 ■i i■' ■I IN ■ 1■ IN 1■ ■L-----J■ ■■■■■■■■■ 1 i 1 ,� �• • • r�DRAWK CLEM TRAUTWEIN SCAM CHSCI�D 11 APPROVED CET 4-20-15 C14574A SHEET12 OF 6 =A _f 1 1 1 _ I I Iff 1 2x4 P.T. FURRING S. MAX. ATTACH TO BLK. 6' MAX. W/ 1/4'x3• TAPCONS (1 1/4' MIL. EMBED) SIMPSON "SPH4' O 16, O.C. LL (22 E!0 C' BLOCK JAMB/MEAD Z 1 1/2" MIN. 2x4 P.T. FURRING Z 2.4 O le O.C. EDGE MM. �1/4.". TAPCON w O.S.B. SHEATHING W/ (1 1/4" MIN. EMBED) Sd NAILS O 6' O.C.(EDGE) O 12' O.C.(FIELD) 10d NAIL O 6' O.C. 2x4 STUDS O 16" O.C. AT 2x4 P.T. SIDES TOP AND Y C)WALL SISK. PER I PNG. 'OF BAIL OPNG. I-- -J SIMPSON SPH4• PKT. SGD MANUF.-" O le O.C. m 0 K OPENING "2x4 P.T. FURRING ATTACH TO BLK. W/ 1/4%3' TAPCONS • (1 1 /4MIN. EMBED) 12.4 P.T.-ATTACH W/ 1/4-0- TAPCONS 6. MAX (1 1/4• MOH. EMSM) i46. MAX. IIIALL ELEVATION FRAME WALL AT POCKET SGD BLOCK OPENING 25" MIN. LAP .a $�P0 IL K 1 8 N IN HEIGHTS OF 2 STUDS STUD SIZE, MATL, SPACING MAX. I STUD SIZE. MATL, SPACING MAX. HT. 1 - x4 D.C. 1 - 6 SYP AT 1 1 - - rUK YKANIt dtAKINU WALLS UVtK 1U MIUM, VKUVIUt SOLID 2x BLOCKING AT 4"-0' O.C. MAXIMUM - ALL EXTERIOR FRAME WALL STUDS OVER 9'-0- LONG TO BE #2 OR BETTER S-Y-P WOOD HEADER SCHEDULE MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME WALLS SIZES NOTED ON PLANS TO SUPERCEDE VALUES SHOWN ON THIS SCHEDULE HEADER LOAD CONDIT!ON x x 2 2x1 2 2x1 IROOF ONLY 5 -4 - FLOORY 4 - -0" '-8 ALL WKUI:IUKAL MtMXKJ IV Lit TZ V1% 13WItK J.T.r. ALL NON-STRUCTURAL HEADERS HEM -FIR OR S-P-F OR BETTER 8x6x16 CONC. KNOCKOUT BLX. TOP COURSE - FILL W/ CONC. & 1-/5 BAR CONT. BLOCK WALL HT. TRANSITION DETAIL ROOF TRUSSES OR 2x RAFTERS AT 24' O.C.- CONNECT W/ (2)16d MIN. COMMONS TOE - WALED TO TOP PLATE SPH4' AT EA. STUD TO TOP PLA 2x COAT. STAG MD -WALL. BLOCKING ALLS OVER 10' H. G. AT 4'-0' O.C. L 2x 16' 'SPH4' AT EAILL STUD TO S S STRAP 11 'E PROVIDE 'LSTA24' AX.) � FOR. Sr (2) (SM TRUSS TOP OR STUD'' O AM ON O.C. AT OW ON PLAN I LOADS C HATE NUMBER To PLAII MATCH I ABOVE 1 F FOR REWD EA. MEMBER �-- REFER TO HEADER SCHED. FOR SIZES 'SPH4• AT 16" O.C. A HOR. SPAN STRAP AT 0 TO BEAM DS FA SIDE Nt MORE TRUSSES )PNG. ) PLATE ANCHOR, STUD TO SAIL PLATE ANCHORS. IS TO SLAB NOT RE:OURI D OR BEARING WALLS NOTED 6 AS SUPPORTING GRAVITY NLY (NO UPLIFT LOADS) OF 'SPH4' STUD CONNECTORS TO UMBERS OF STRAPS PNG. 1 �1 1 EXP. BOLTS (2 3/4'OABED.) AT32. O.C. MAX. (w/ Y S0. wASHERs 1- STY. FRAME BRG. WALL TO SLAB CONNECTOR DETAIL PROVIDE 'SPH6• STRAP AT 2x6 SRAS IN LIEU OF 'S"' STRAPS 2x4 VERT. AT Ell TRUSS OR 24' O.C. WUL.-CONNECT TO TRUSS TOP/DOT- CHORD W/ (4)IOd NAILS 2x4 BLKG. O 24" O.C. BIWN. TRUSSES -CONNECT TO TRUSS W/ (3)IOd NAILS WTS12 STRAP EA. SIDE OF KNEE NULL (CONNECT 70 ALIGNED NAL KNEE WALL TO TRUSS STUD BELOW TRUSS OR BL(G.) DOT. CHORD OR BLKG. O.S.B. SHEATHING W W/ (3)1CAd TOE-NAN..S 8d NAILS O 6' O.C. SIMPSON 1.STA24' STRAP 2x6 OR 2x8 O 24' O.C. WRAP OVER TOP/BOT. PLATE KNEE WALL -NAB EA. PLATE AT EA. STUD W/ (5)10d NAILS TO STUD W/ (2)IOd NANS. EACH SIDE OF STUD 1 3/4'x4' ALUM. ALLOY SIM WINDOW FRAME W/ 3/8' TEMPERED GLASS PANELS WSW. WAD SEALED AT ,IOINIS AM/ CONT. 1/4' BEAD OF T� *GE SIUCONE SEALANT" (SIL-PRUF)-ATTACH FRAME W/ t10 SCREWS O Ir O.C. 2x6 OR 2x8 O 24" O.C. SIMPSON 'LSIA24' STRAP KNEE WALL -NAIL EA. PLATE WRAP OVER TOP/BOT. PLATE 10 STUD W/ (2)10d NA65 AT EA. STUD w/ (s)10e NAILS EACH SIDE OF SR1D O.S.B. SHEATHING W/ 8d NAMS O 6' O.C. 5/8' EXP. EXIT (2 3/4' EMBED) O 2e O.C.(2' SO. WASHERS) FRAME KITE Ki Mf l•ERED GLASS DETAIL 1. GLASS AND FRAME DESIGNED TO MEET WALL COMPONENT MIND LOAD PRESSURE LOP TO MAX. 26.9 PSF. 2. MAXIMUM GLASS PANEL WIDTH - 6'-0' MAXIMUM GLASS PANEL HEIGHT - 6'-0" 3. CONTYNUOLS SUPPORT REOLNRED AT TOP AND BOTTOM ONLY. ATTACH ANY SIDE WALL JAMB SIMILAR TO HEAD OR SILL DETAILS. 4. FRAME TO BE 4500 SERIES ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM BY ARCH ALUMINUM AND GLASS 00. VERT. REINF. 2 1 CONC. FI w,.(.2)10d O )B0O.�S CEL1-#5 BAR ❑ 1/2" EXP.BOLT O 24' O.C. VERT. (2 3/4' EMBED.) W/ 2' SO. WASHER NAIL KNEE WALL TO TRUSS BOT. CHORD OR DLKG. W/ (3)10d TOE -NAILS SPAM" •LSTA24' STRAP WRAP OVER TOP/Wt. PLATE AT EA SRID W/ (5)10d NAILS EACH SIDE OF STUD WDW. HEAD PERPEklllIAAR ANGLED TO TRUSSES 2x8 PLATE -CONNECT TO BLK. W/ (2)3/16'x3' TAPCONS O 16" O.C. CONC. BLK. KNEE WALL -FILL TOP COURSE W/ OONC. BLACK SILL KNEE WALL FASTENER SCHEDULE FOR BUILT UP STUD COLUMNS VERTICAL SPACING OF FASTENERS AT 16" O.C. STAGGERED UNLESS OTHERWISE NOTED STUD NAILS PER ROW PLYSL 4 1 1OdX3 0 x4" dx 1 2,6 2 1 IN LIEU OF NAILS, MEMBERS MAY BE 1301TED TOG ER WITH 1/2- LAG BOLTS AT 24" O.C. VERTICALLY THE WITH THE SAME NUMBER OF BOLTS PER ROW AS NAILS COMPONENT AND CLADDING MIN. O DESIGN WIND LOAD PRESSURE (PSF) COMPONENT LOCATION M ETr AREA 10 115 20 30 40 50 601237.51 7 90 1 ANGLE> 10'-30' 50.1 47.8 45.4 43.4 41.3 39.3 4 37.5 36.5 35.6 34.7 OOF ANGLE> 30'-45' 30.3 129.7129. 0 128.4 27.8 27.2 26.9126.7126.4 26.2 25.9 tO PRESSURES STATED ON ANY PLAN OR DETAIL SHALL SUPERCEDE VALUES PROVIDED ON THIS CHART. VALUES INDICATED ARE COMPONENT PRESSURES FOR THE MOST STRINGENT ZONE LOAD CASE PER TABLE 1606.2E OF 2001 F.B.C. !I'' •• :'x' /III!%/ • . a. a a • a MIN 1i I 7�r . 4 a•o-aA N SIMPSON 'SPH4' AT FA STUD EXT. FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TP ALL EXTERIOR FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN 4' 4' ROOF EDGE Til 2-2x4 OR DBL 1x4 BUCK - CONNECT SECTION A -A BLOCK HEADER EA- TO BLOCK W/ 3/16"x3" TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 01 MAX. 2x4 45' DIAG. ---8d NAILS O 8" BRACE(S) O.C. AT BUCK 3/16"x3" TAPCONS 7/16' O.S.B. BUILT UP PLWD. BUCK -SCRIBE BACKSIDE TO FIT ARCH- ARCH PANEL (4)10d NAILS INTO EA. 2x4 2x4 45 DIAG. BRACE CONNECT W/ 8d NAILS BRACE/ODIC. AT EA FACE OF ARCH W/ (2)10d NAILS AT EA. END INSTALL WDW. SCREW 2x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. O.S.B. ARCH FACES W/ ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS (2)10d NAILS THRU O.S.B. INTO EA 2x4 -pROVIDE TAPCON WITHIN 4" MIN. OF BRACE PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 1 1/2" THK. OR MORE BUCK SECTION A -A WITHIN 8" MIN. OF START OF ARCH ART 4 AXOF�ARCH FRAME ARCH TOP DETAIL BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REO'D. WHEN NO PLYWD. JOINT AT JAMBS) - (D @10 :. RIDGE O 0 ~ 01 0 2 o 010 3 0 O I 8 I O O 0 ~ O CO 1 00 OloE 4' 4- O ZONE 1 - USE 8d NAILS ® 12" O.C. (FIELD) 6" O.C. (EDGE) 0 ZONE 2 - USE 8d NAILS ® 6" O.C. (FIELD & EDGE) O ZONE 3 - USE 8d NAILS 0 4" O.C. (FIELD & EDGE) ROOF NAILING PATTERN APPROVED SHINGLES STR7� MANUF./TYPE: CERTAINEED "LANDMARK AR" CERTAINEED "XT20" OWEN CORNING "OAKRIDGE PRO 30" OWEN CORNING "OAKRIDGE PRO 30 AR" OWEN CORNING "OAKRIDGE PRO 40" OWEN CORNING "OAKRIDGE PRO 40 AR" OWEN CORNING "OAKRIDGE PRO 50" OWEN CORNING "OAKRIDGE PRO 50 AR" OWEN CORNING "WEATHERGUARD PRO 40 HIGH WIND 110" OWEN CORNIGN "WEATHERGUARD PRO 40 AR HIGH WIND 110" FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX PRODUCT SPECIFICATIONS: OWEN CORNING SHINGLES TO BE USED: SIZE: 13 1 /41N. X 38 3/41N. SHINGLES PER BUNDLE: 22 APPLICATION EXPOSURE: 5 5/81N. SALES SQUARE: 66 SHINGLES AVERAGE COVERAGE PER BUNDLE: 33.3 SO. FT. COVERAGE PER SALES SQUARE: 99.9 SQ. FT. APPLICABLE STANDARDS: ASTM E 108 CLASS "A" FIRE, D 3161, D 3018 TYPE 1, D 228, UL 790 CLASS A, UL 997 WIND MEETS 1995 WISCONSIN'S UNIFORM DWELLING CODE, ILHR 21.27(3)o ROOFING CONTRACTOR: RELIABLE ROOFING AND GUTTER, INC. 4402 NORRTTH CHURCH AVENUE TAMPA, FLORIDA 33614 813-932-7663 813-935-3908 FAX 1 3/4" TAPCON PER MIN. SCHEDULE a (2)10dx1 1/2" 0 24" O.C. EXT. FACE M FOR BUCK BUILT UP OF BLOCK Lv TO 2 1/2- THICK OR O.C. PROVIDE 2x P.T. AGAINST FOR BUCK/BUILT UP BLOCK FOR BUILT UP 2 1/2" THICK OR MORE BUCKS 2" THICK OR MORE BUILT UP BUCK DETAIL THICKNESS 1 1/2- OR GREATER PRECAST CONC. LINTEL ABV. OPNG. MIN. 2 1/2- WIDE BUCK- MAX. OR CMU JAMB 2 3/4" BUILT UP THICKNESS - CAULK BTWN. CONNECT W/ 3/16" TAPCON. BUCK/BLOCK LENGTH MUST BE SUFFICIENT TO ACHIEVE MIN. 1/14" EMBEDMENT CEMENT FINISH INTO BLOCK JAMB/HEAD OVER BLOCK INSTALL WDW./DOOR SCREW DRYWALL ANCHOR INTO BUCK PER INSTALLATION DETAILS. HEAD/JAMB FOR BUCK THICKNESS 1 1/2- OR GREATER PRECAST CONC. LINTEL ABV. OPNG. OR CMU JAMB CAULK BTWN. INSTALL WDW./DOOR TAPCON ANCHOR INTO BLOCK PER INSTALLATION DETAILS MIN. 2 1/2- WIDE BUCK - MAXIMUM BUILT UP THICKNESS MUST BE LESS THAN 1 1/2 CONNECT W/ SPIRAL NAILS ® 16" O.C. CEMENT FINISH, III I I �DRYWALI OVER BLOCK HEAD/JAMB FOR BUCK THICKNESS LESS THAN 1 1/2 0 CEMENT FINISH OVER BLOCK ATTACH WDW./DOOR PER MANUF. SPECIFICATIONS PRECAST CONC. SILL-� WINDOW/DOOR BUCK DETAIL 8'-0' MAX. SPAN W/O 2x4 VERTICLE BLKG. 24 VALLEY RAFTERS 2x4 COLLAR TIE IN (4)16d UPPER 3RD OF ROOF HT. AT EVERY 3RD CONNECT HANGER W/ NAILS PAR of RAFTERS (4)3/16'x1 3/4" TAPCONS - INTO EA. BLOCK JAMB AND BLK. BLK. 2x4 VERT. o MM12 B'-W D.C. MAX (ONLY STRAP (4)16d NAILS INTO HEADER AMB AMB 1 1/2" MIN. 1 1//2 MIN. AT SPANS > 8'-0') 2x4 ACROSS FRONT (ALIGN EDGE DISTANCE EDGE OISTANCE FLUSH W/ BLOCK FACE) CONNECT FOR TAPCON FOR TAPCON TRANSOM WDW. W/ (2) t Od NAILS O 12" O.C. ol (2)2x6 HDR. - (6" FROM EA. END) CTR. ON JAMB -2 BIrN. ATE RAFTER ROOFTRUSS1- WD EXTERIOR INTEFACE RIOR PURR OUT AS REO'D. t? RA -' DBL SINGLE ERG SIMSON "HUS26-2" HANGER -ORIENT HAND VALLEY FRAMING DETAIL HORIZONTAL OR VERTICAL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAYBE 7'-0" MAX MASONRY OPENING WI (2)2x6 LAID FIAT -NAIL TOGETHER HANGER W/ HANGER W/ SUBSTITUTED PROVIDED LICENSED STRUCTUURRAALL EIlIWTN �STATE OF FLaRIDA W/ (2)Bd NAILS O 6" O.C. HORIZONTAL VERTICAL ORIENTATION ORIENTATION WOOD HEADER BTWN. WDWS. OR WDW./DOOR S9APSON 1M15M16' STRAP W/ (4)3/16"4 3/4" TAPCONS 1. MAXIMUM DESIGN PRESSURE 32.4 PSF FOR ANY DOOR OR WDW. TO BLACK WALL AND (7)IOd 2. INSTALL WDW. AND DOOR SCREW ANCHORS INTO HEADER PER NAILS To COMMON TRUSS WDW. OR DOOR INSTALLATION DETAILS. ROOF TRUSS _ `,WALL ADWL STRAP 3W DIAGONALLY FROM OTHER FOR ROOF TRUSS OR 2x4 BLKG. CONC. CONC. FN1ED REIW. M TRUSS O 24' O.C. BTWN. TRUSSES BLK. O.S.B. SHEATHING W/ TOP BILK. COURSE PER WALL 8d NAILS O 6" O.C. TYP. WNJ SECTION 1c�► M + TR TO BILK.ts�sFOR" W&L 11 2x4 BLKG. O 24" O.C. USE (1) MISM16 STRAP FUPLIFT VALUES 1000 LOS. OR LESS 2x4 CONT. W/ (2)10d (2)1Od AT EA. 2x4 USE (2) MTSMIS STRAP FOR UPLIFT VALUES 2000 LBS. OR LESS AT EA. TRUSS OR BLKG. 2x6 OR 2x8 COAT. UPLIFT VALUES OVER 2000 LBS. REQUIRE LETTER FROM ARCHITECT OR ENGIlIEEt 2x4 P.T. O 24" O.C. 2x4 P.T. CONT. W/ 10d O 12" O.C. 3/16"0" MIN. TAPCONS 2x4 P.T. CONT. W/ O 16" O.C. 3/16"x3" MIN. TAPCONS 0 16" O.C. O.S.B. SHEATHING W/ 8d NAILS O 6" O.C. LCONC. 2x4 P.T. W/ (2)1Od BLK 10d O 12" O.C. HARD CASE SPIRAL WALL WINDOW/DOOR BUCK DETAIL FOR BLOCK OP S. W. BUCKS 1 1/2" THICK OR GREATER WIDTH WIDTH WIDTH T D FEF DT T D E D D E D WIDTH 8" a MAX. 0 �. 24" A A A �P _ C C C= c� B B B i C C C= F-- A A A = N2 SINGLE WDW. OR MULTIPLE SIDE STACKED WDW. B�( SIDE WDW. W/ MULL BTWN.Q) W/ MULL BTWN.O zt 00 EXTERIOR DOOR OPENINGS 4 WDW. OPNG. HEIGHT LOCATIONS IN HEAD t WDW. OPNG. WIDTH LOCATIONS IN HEAD t UP TO 40 A UP TO 40 40.01TO A B 40.01 T D, E 60. TO EAE, .0 T 0 " D , F 80,01- To infln- B C F 1. LOCATIONS PER INDIVIDUAL WDW. OPNG. DIMENSION NOT MULLED WDW. OPNG. DIMENSION 2. MAXIMUM ALLOWABLE SPACING BTWN. TAPCON ANCHORS TO BE 24" O.C. EXTERIOR DOORS BY STANLEY OR EQUAL; TYPE AND STYLE BY OWNER. GENERAL PERFORMANCE AND ACCEPTANCE DATA: AIR INFILTRATION: WATER INFILTRATION: ASTM E 283 ASTM E 331 ANSI/ISDSI - 101 ANSI/ISDSI - 104 SPECIFICATION: 0.20 CFM/FT. SPECIFICATION: ZERO PENETRATION WITH TESTED TO: 0.004 CFM/FT. 0 15 MPH 2.86 PSF ® 5.00 GPH/FT. 0.005 CFM/FT. ® 25 MPH TESTED TO: ZERO PENETRATION ACOUSTICAL PERFORMANCE: ASTM E 413-70T - STC > 23 ENERGY SAVING INDEX: NFRC CERTIFIED 20 MINUTE FIRE DOOR SMOKE -DRAFT 1 /3 HOUR UBC 43-2, 1/2- LATCH BOLT THROW SOUTHWEST RESEARCH INSTITUTE NO. 92038-01-01. 2-2x4 OR DBL 1x4 BUCK - CONNECT SECTION B-B BLOCK HEADER EA. TO BLOCK W/ 3/16"x3' TAPCON (1 1/4" MIN. EMBEDMENT INTO BLK.) PROVIDE 2x4 DIAG. BRACE BTWN. VERT. BRACES WHEN SOLID BLKG. AT TOP 2'-0" B" HT. OF BRACE EXCEEDS 24" BTWN. ARCH BLKG. & BUCK oll PROVIDE (2) MIN. MAX. --- 8d NAILS O 8" TAPCON AT EA. SIDE O.C. AT BUCK BUCK-(1) WITHIN 2x4 VERT. BRACES) 4" MIN. OF START OF ARCH 7/16" O.S.B. ARCH PANEL BUILT UP PLWD. BUCK -SCRIBE BACKSIDE TO FIT ARCH- 2x4 SOLID BLKG. START OF ARCH CONNECT W/ 8d NAILS (FULL WIDTH OF Eq. Eq. 4 MAX. WALL) BTWN. O.S.B. INSTALL WDW. SCREW ARCH FACES W/ 2x4 VERT. AT EA. FACE ANCHOR INTO ARCH BLKG. (2)10d NAILS THRU OF ARCH W/ (3)1Od PER INSTALLATION DETAILS O.S.B. INTO EA. 2x4 NAILS AT EA. END SECTION B-B FRAME ELLIPSE ARCH TOP DETAIL BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REO'D. WHEN NO PLYWD. JOINT AT JAMBS) %A) lug AT EA. 2x4 2x6 OR 2x8 CONT. NAILS ®24 O.C. I HEREBY CERTIFY: HEAD JAMB THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIA E WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA I I C E POCKET SGD HEAD/JAMB DETAIL FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK AT Y ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDE I LOCATIONS WHERE POCKET SGD TRACK IS OUTSI DO NOT SCALE DRAWINGS EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. The contractor shall verify all plans and existing dimensions 1906 W. Thonotosassa Road and conditions on the job site and shall immediately notify Suite 2 the engineer in writing of any discrepancies before Plant City, Florida 33563 - l proceeding with the work or be responsible for same. P.E. #42712 TEL (813) 752-7078 DATE Emails: rroberts.egi@gmail.com troutwein_clem®outlook.com CA #29098 (NOT VALID WITHOUT FOR SEAL OR STAMP) O q h 52,.■■■■■■EN No■■. ■.■■■■■■■ 1 ■■ ■. ■o ■■ .■ ■■ .■ ■■ .■ No M■ ■. ■■ ■■ ■■ ■■ , ■■ �0 ■0 - .. - .■ .■ ■■ .■ , _ ■■ .■ ■. ■■ 00 ME ■■ .■ ■■■■■■■EE ■■■■E MEM � � � �s� ; �i I ■ '■ ■ I■ EMMMMMMME DRAIN CLEM TRAUTWEIN SCATS- NTS CHECKED & APPROVED CET 4-20-15 C > 4574A SHEET 3oiFI6 2x4 P.T. FURRING 6' MAX. ATTACH TO BLK. 6' MAX. W/ 1/4'x3" TAPCONS (1 1/4" MIN. EMBED) • • • SIMPSON "SPH4' /) O 16" O.C. { u- (2) 2x4 O EACH END BLOCK JAMB/HEAD z 2x4 P.T. FURRING 2x4 O 16" O.C. EDGE2MIN Ld /4"X3" TAPCON a_ O.S.B. SHEATHING W/1 1/4- MIN. EMBED) *(OF O 8d NAILS O 6" O.C.(EDGE) 12- O.C.(FIELD)10d NAIL O 6' O.C.2x4 STUDS O 16" O.C.TOP P.T. AT2x4 AND SIDES WALL STBK. PER BLK. OPNG. I"- SIMPSON "SPH4' PKT. SGD MANUF.� m O 16" O.C. U z it On (n 1, U X� 0 V, N Co O R NO �U _J alo o z 3 Xx0a N Y m • io K OPENING 2x4 P.T. FURRING ATTACH TO BLK. W/ 1/4"0" TAPCONS • (1 1/4" MIN. EMBED) so JAMB/HEAD DETAIL • 2x4 P.T.-ATTACH W/ 1/4"0" TAPCONS 6" MAX MIN. EMBED) 6" MAX WALL ELEVATION FRAME WALL AT POCKET SGD BLOCK OPENING CONC. FIpLLED (2)10d NAILS CELL W/ O 6" O.C. 1-/5 BAR ❑ 1/2- EXP.BOLT O 24- O.C. VERT. (2 3/4- EMBED.) W/ 2' SQ. WASHER USP SPT44 EACH SIDE W/6-16d NAILS IN STUD AND W/6-16d NAILS IN THE HEADER, 1090, PG.71 -� -a: ��j,I� • MIA//. • •• hqh6, MM \ , MOO PAP N SIMPSON 'SPH4' AT EA. STUD W. FRAME WALL TO BLOCK WALL CONNECTION DETAIL APPLICABLE TP ALL EXTERIOR FRAME WALLS ONLY UNLESS OTHERWISE NOTED ON FLOOR PLAN /-2X DOUBLE TOP PLATE L 16d NAILS @ 16d NAILS @ 16" O.C. EACH 16" O.C. EACH FACE FACE 2X JACK STUD PER SCHEDULE EACH SIDE DOUBLE HEADER W/1 /2" PLYWOOD CENTER PER SCHEDULE 2X KING STUD-TYP. 16d NAILS 16" O.C. EACH FACE USP-TDX6 Op OOR E/VjNG P.T. BOTTOM PLATE TYPICAL HEADER DETAIL FOR EXTERIOR WALLS, BEARING WALLS AND WINDOWS. HEADER SCHEDULE - ONE FLOOR ONLY OPENING SIZE HEADER SIZE # OF JACK STUDS UP TO 3'-6" 2 - 2"X6" W/1 /2" 1 - EACH SIDE 3'-6" TO 4'-5" 2 - 2"X8" W/1 /2" 2 - EACH SIDE 4'-5" TO 5'-5" 2 - 2"X10" W/1 /2" 2 - EACH SIDE 5'-5" TO 6'-3" 2 - 2"X12" W/1 /2" 2 - EACH SIDE REFER TO FBC 2010 FOR SPANS GREATER THAN ABOVE AND FOR 2 FLOORS. NAIL KNEE WALL TO TRUSS BOT. CHORD OR BLKG. W/ (3)10d TOE -NAILS SIMPSON 'LSTA24" STRAP WRAP OVER TOP/BOT- PLATE AT EA. STUD W/ (5)1Od NAILS EACH SIDE OF STUD - WDW. HEAD PARALLEL TO TRUSSES SIMPSON "LSTA24" STRAP WRAP OVER TOP/BOT. PLATE AT EA. STUD W/ (5)1Od NAILS EACH SIDE OF STUD FRAME SILL KNEE WALL /-2x4 VERT. AT EA- TRUSS OR 24" O.C. MAX. -CONNECT TO TRUSS TOP/SOT. CHORD W/ (4)1Od NAILS /-2x4 BLKG. O 24" O.C. � BTWN. TRUSSES -CONNECT TO - TRUSS W/ (3)10d NAILS /-MTS12 STRAP EA. SIOE OF KNEE WALL (CONNECT TO ALIGNED STUD BELOW TRUSS OR BLKG.)�� - O.S.B. SHEATHING W/ 8d NAILS O 6" O.C. 1-- 2x6 OR 2x8 O 24' O.C. KNEE WALL -NAIL EA. PLATE TO STUD W/ (2) t Od NAILS. 1 3/4"x4" ALUM- ALLOY 6063 WINDOW FRAME W/ 3/8" TEMPERED GLASS PANELS SEALED AT JOINTS W/ CONT. 1/4" BEAD OF *GE SILICONE SEALANT' (SIL-PROF)-ATTACH FRAME W/ #10 SCREWS O 16- O.C. --� 2-2x4 OR DBL. 1x4 BUCK - CONNECT SECTION BLOCK HEADER EA- TO BLOCK W/ 3/16%3" TAPCON A -A (1 1/4" MIN. EMBEDMENT INTO BLK,) SOLID BLKG. AT TOP 2'-0" 8" BTWN. ARCH BLKG. & BUCK MAX. O 2x4 45' DIAG. �8d NAILS ®8" - NAIL KNEE WALL TO TRUSS BRACE(S) O.C. AT BUCK BOT. CHORD OR BLKG. W/ (3)10d TOE -NAILS 7/16" O.S.B. BUILT UP PLWD. BUCK -SCRIBE 4)1Od NAILS ARCH PANEL (VT -,-SIMPSON "LSTA24' STRAP BACKSIDE TO FIT ARCH- INTOT EA. 2x4 WRAP OVER TOP/BOT. PLATE CONNECT W/ 8d NAILS BRACE/BLKG. AT EA. STUD W/ (5)1Od NAILS 2x4 SOLID BLKG. (FULL WIDTH OF EACH SIDE OF STUD INSTALL WDW. SCREW ANCHOR INTO ARCH BLKG. WALL) BTWN. O.S.B. ARCH FACES W/ PER INSTALLATION DETAILS (2)10d NAILS THRU O.S.B. INTO EA 2x4 WDW. HEAD PROVIDE TAPCON PER WDW. INSTALLATION PERPENDICULAR ANGLED DETAILS OR THRU 1 1/2" THK. OR MORE BUCK TO TRUSSES SECTION A -A WITHIN 8" MIN. OF START OF ARCH -2x8 PLATE -CONNECT FRAME ARCH TOP DETAIL TO BLK. w/ (2)3/ts'z3' TAPCON 1 " BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWD. JOINT AT 2x6 OR 2x8 O 24' O.C. S 6 O.C. KNEE WALL -NAIL EA- PLATE TO STUD W/ (2)10d NAILS. O.S.B. SHEATHING W/ CONC. BLK. KNEE 8d NAILS O 6" O.C. WALL -FILL TOP 5/8" EXP. BOLT (2 3/4- EMBED) COURSE W/ CONIC. O 24- O.C.(2' SQ. WASHERS) _ SECTION MITERED GLASS DETAIL BLOCK SILL BLOCK HEADER EA.2T0 BLOCKL��x3/86 z3" TAPCON CONNECT B-B 1. GLASS AND FRAME DESIGNED TO MEET WALL COMPONENT KNEE WALL (1 1/4" MIN. EMBEDMENT INTO BLK.) WIND LOAD PRESSURE UP TO MAX. 26.9 PSF. 2. MAXIMUM GLASS PANEL WIDTH - 6'-0' MAXIMUM GLASS PANEL HEIGHT - 6'-0' 3. CONTINUOUS SUPPORT REQUIRED AT TOP AND BOTTOM ONLY. ATTACH ANY SIDE WALL JAMB SIMILAR TO HEAD OR SILL DETAILS. 4. FRAME TO BE 4500 SERIES ALUMINUM FLUSH GLAZED STOREFRONT SYSTEM BY ARCH ALUMINUM AND GLASS CO. FASTENER SCHEDULE FOR BUILT UP STUD COLUMNS VERTICAL SPACING OF FASTENERS AT 16" O.C. STAGGERED UNLESS OTHERWISE NOTED STUD SIZE # OF NAILS PER ROW NUMBER OF P YS 2 PLYS 3) PLYS 4PLYS 4 1 1Od X 3 L. 20d x 4"L. 50d x 5 1/2-L.- 2x6 2 1Od x 3"L. 20d x 4"L. 50d x 5 1 2"L 2 " • IN LIEU OF NAILS, MEMBERS MAY BE BOLTED TOGETHER WITH 1 /2" LAG BOLTS AT 24" O.C. VERTICALLY THE WITH THE SAME NUMBER OF BOLTS PER ROW AS NAILS COMPONENT AND DESIGN WIND LOAD CLADDING PRESSURE MIN. (PSF) COMPONENT LOCATION COMPONET EFFECTIVE AREA 10 15 20 30 40 50 60 70 80 90 100 ROOF ANGLE> 10'-30' 50.1 47.8 45.4 43.4 41.3 39.3 38.4 37.5 36.5 35.6 34.7 OOF ANGLE> 30'-45' 30.3 29.7 29.0 28.4 27.8 27.2 26.9 26.7 26.4 26.2 25.9 W 4.7 33.6 24 31.4 3 .3 293 8.8 83 7.9 7.4 .9 (DPRESSURES STATED ON ANY PLAN OR DETAIL SHALL SUPERCEDE VALUES PROVIDED ON THIS CHART. VALUES INDICATED ARE COMPONENT PRESSURES FOR THE MOST STRINGENT ZONE LOAD CASE PER TABLE 1606.21B OF 2010 F.B.C. HEIGHTS OF 2 STUDS STUD AND SIZE, MATL., O.C. SPACING MAX. HT. STUD SIZE, MATL., AND O.C. SPACING MAX. HT. 2x4 SPF AT 16" O.C. 9'-0" 2x6 SPF AT 16" O.C. 13'-9" 2X4 SPF AT 12" O.C. 10'-0" 2X6 SPF AT 12" O.C. 16'-0" 2x4 SYP AT 16" O.C. 10'-9" I 2x6 SYP AT 16" O.C. 17'-0" - t-UK I-KAML btAKINU WALLS UVLK 1U HIGH, NKUVIUL SOLID 2x BLOCKING AT 4"-0" O.C. MAXIMUM -ALL EXTERIOR FRAME WALL STUDS OVER 9'-0" LONG TO BE #2 OR BETTER S-Y-P WOOD HEADER SCHEDULE MAXIMUM CLEAR SPAN FOR LOAD BEARING FRAME SIZES NOTED ON PLANS TO SUPERCEDE VALUES SHOWN ON THIS SCHEDULE WALLS HEADER LOAD CONDITION HEADER SIZE 2 2x6 2 2x8 2 2x 10 2 2x 22 ROOF ONLY 4'-0" 5'-4 6'-8" 8'-0" 2nd FLOOR ONLY 1 4'-0" 5'-0" 6'-8" 8'-0" 12nd FLOOR AND ROOF 1 „ " " „ ALL J I KUU I UKAL HtAUtKS I U tit #Z UK tit I I tK S.Y.H. ALL NON-STRUCTURAL HEADERS HEM -FIR OR S-P-F OR BETTER ROOF TRUSSES OR 2x RAFTERS AT 24" O.C.- CONNECT W/ (2)16d MIN. COMMONS TOE -NAILED "SPH4" AT EA. STUD TO TOP PLA 2x CONT. STAGGERED MID -WALL BLOCKING (WALLS OVER 10' H--- BLKG. AT 4'-0" O.C. k 2x 16" "SPH4' AT EA. STUD TO SILL TO TOP PLATE att Ktx. STRAP A SEE TRU rE f PROVIDE -LSTA24' AX.) I HDR. ST W/ ( ACROSS TRUSS TOP OR STUDS O AND BOI O.C. I AT INTEF ON PLM LOADS C 'LATE 10' NUMBER TO PLA1 MATCH I ABOVE F PLAN FOR REQ'D ' EA. MEMBER >S PLAN REFER TO HEADER SCHED. FOR SIZES "SPH4" AT 16" O.0 ACROSS HDR. SPAN STRAP AT )D TO BEAM PS EA. SIDE )R MORE TRUSSES DPNG. D PLATE ANCHOR, STUD TO SILL PLATE ANCHORS, TS TO SLAB NOT REQUIRED IOR BEARING WALLS NOTED S AS SUPPORTING GRAVITY NLY (NO UPLIFT LOADS) OF '"SPH4" STUD E CONNECTORS TO (UMBERS OF STRAPS IPNG. 5/8- EXP. BOLTS (2 3/4-EMBED.) AT 32 O.C. MAX. (W/ 2' SO. WASHERS--/' 1- STY. FRAME BRG. WALL TO SLAB CONNECTOR DETAIL PROVIDE "SPH6' STRAP AT 2x6 STUDS IN LIEU OF "SPH4' STRAPS 3/16"x3" TAPCONS 2x4 45' DIAG. BRACE AT EA. FACE OF ARCH W/ (2)10d NAILS AT EA. END PROVIDE TAPCON WITHIN 4" MIN. OF BRACE PROVIDE 2x4 DIAG. BRACE BTWN. VERT. BRACES WHEN SOLID BLKG. AT TOP HT. OF BRACE EXCEEDS 24" 2'-0" B. BTWN. ARCH BLKG. & BUCK PROVIDE (2) MIN. MAX' TAPCON AT EA. SIDE -8d NAILS 0 8" BUCK-(1) WITHIN O.C. AT BUCK 4" MIN. OF START 2x4 VERT. BRACES) OF ARCH 7/16" O.S.B. ARCH PANEL BUILT UP PLWD. BUCK -SCRIBE BACKSIDE TO FIT ARCH- 2x4 SOLID BLKG. START OF ARCH FULL WIDTH OF EQ. EI 4 ' CONNECT W/ Sd NAILS (Iz WALL) BTWN. O.S.B. INSTALL WDW. SCREW ARCH FACES W/ 2x4 VERT. AT EA. FACE ANCHOR INTO ARCH BLKG. (2)10d NAILS THRU OF ARCH W/ (3)1Od PER INSTALLATION DETAILS O.S.B. INTO EA. 2x4 NAILS AT EA. END SECTION B-B FRAME ELLIPSE ARCH TOP DETAIL BLOCK OPNG. SHOWN FRAME OPNG. SIMILAR (NO BUCK REQ'D. WHEN NO PLYWO. JOINT AT JAMBS) CONNECT HANGER W/ (4)3/16"x1 3/4" TAPCONS INTO EA. BLOCK JAMB AND BLK. BLK. (4)16d NAILS INTO HEADER AMB AMB ACROSS FRON70.C. 1 1 /2" MIN. 1 1 2 MIN. 2x4 EDGE DISTANCE EDGE DISTANCE FLUSH W/ BLOCK FACE) FOR TAPCON FOR TAPCON TRANSOM WDW. W/ (2)1Od NAILS ® (2)2x6 HDR. - (6" FROM CTR. ON JAMB - - EXTERIOR INTEF'IOR FACE FURR OUT AS REQ'D. DBL. SINGLE HUNG WD - OR DOOR FACE SIMSON "HUS26-2" HANGER -ORIENT HORIZONTAL OR VERTICAL 7'-0' MAX. MASONRY OPENING WI D (2)2x6 LAID FLAT -NAIL TOGETHER HANGER W/ HANGER W/ W/ (2)8d NAILS ® 6" O.C. HORIZONTAL VERTICAL ORIENTATION ORIENTATION WOOD HEADER BTWN. WDWS. OR WDW./DOOR 1. MAXIMUM DESIGN PRESSURE 32.4 PSF FOR ANY DOOR OR WDW. 2. INSTALL WDW. AND DOOR SCREW ANCHORS INTO HEADER PER WDW. OR DOOR INSTALLATION DETAILS. ROOF TRUSS OR 2x4 BLKG- CONC. ® 24" O.C. BTWN. TRUSSES BLK. O.S.B. SHEATHING W/ WALL 8d NAILS ® 6" O.C.- 2x4 BLKG. O 24" O.C. 2x4 CONT. W/ (2)1Od (2)1Od AT EA. 2x4 AT EA. TRUSS OR BLKG. 2x4 P.T. 0 24" O.C. 10 ®R12 O.C. 0.C. 2x4 P.T. CONT. W/ 3/16"x3" MIN. TAPCONS 2x4 P.T. CONT. W/ ® 16" O.C. 3/16"x3" MIN. TAPCONS ® 16" O.C. O.S.B. SHEATHING W/ 2x4 P.T. W/ (2)1Od CONC. 8d NAILS ® 6" O.C. BLK- 10d ® 12" O.C. HARD CASE SPIRAL WALL (2)10d AT EA 2x4 2x6 OR 2x8 CONT. NAILS 0 24" O.C. HEAD JAMB POCKET SGD HEAD/JAMB DETAIL LOCATIONS WHERE POCKET SGD TRACK IS OUTSIDE BLOCK WALL OPENINGS MTS 12 8'-0" MAX. SPAN W/O 2x4 VERTICLE BLKG. (4)16d 2x6 VALLEY RAFTERS 2x4 COLLAR TIE IN UPPER 3RD OF ROOF HT. AT EVERY 3RD PAIR OF RAFTERS 7 - 2x4 VERT. O MTS12 8'-0" O.C. MAX- (ONLY STRAP AT SPANS > 8'-0") SEE NOTES ------ i- - - - - - - - d' d" ■ MISe�w ii 14 ii ii 4 1 SEES NOTES --------LL 11---- 1L--@ 1�-.v------ e as -------sags a�==sZ LZ I I -----------------,------- WINDOW INSTALLATION DETAIL NTS ALENCO WINDOWS: 813-754-3584 IN PLANT CITY AT 84 LUMBER. INSTALLATION NOTES FOR NON -IMPACT, FIN, SINGLE HUNG WINDOWS IN WIND ZONES OF 150 MPH OR LESS (PER FBC 2010). WINDOW INSTALLATION: INSTALLATION FASTENERS FOR WINDOWS SHOULD BE A MINIMUM 1-1/2", 4d NAILS OR #6 x 1-1/2" DRYWALL SCREW, WITH AN EMBEDMENT OF AT LEAST 1 1 /2". FASTENERS SHOULD BE LOCATED AT A MINIMUM OF 4" FROM EACH CORNER AND 18" O.C. FOR SCREWS AND 9" O.C. FOR NAILS. IT IS RECOMMENDED THAT ALL SCREWS OR NAILS BE SEALED TO PREVENT INFILTRATION OF AIR AND WATER. PRODUCT MAY BE SHIMMED AS NECESSARY. WEATHERPROOFING: FLEXIBLE FLASHING SHOULD BE INSTALLED IN A WEATHER BOARD FASHION. THE TOP LAYER SHOULD OVERLAY ANY LAYER BENEATH IT. THE WEATHER RESISTANT BARRIER SHOULD THEN COVER THE FLEXIBLE FLASHING AT THE HEADER. THE APPLICATION OF THE WEATHER RESISTANT BARRIER WILL VARY BASED ON WHEN IT IS INSTALLED. IF IT IS INSTALLED AFTER THE WINDOW, IT SHOULD BE TUCKED UNDER THE SILL FLASHING AND OVERLAP THE JAMBS AND HEAD FLASHING. 4' 14 ROOF EDGE mom (D (DOI 0)0 _ 0 ` 0 O I O 3 0 0� 10 0® OI 2 O O 00 O O 4' 4' O ZONE 1 - USE 8d NAILS ® 12' O.C. (FIELD) 6" O.C. (EDGE) 0 ZONE 2 - USE 8d NAILS A 6" O.C. (FIELD & EDGE) O3 ZONE 3 - USE 8d NAILS ® 4" O.C. (FIELD & EDGE) ROOF NAILING PATTERN FLASHING: ALL ROOF AND WALL FLASHING TO BE ALUMINUM OR GALV. METAL MATERIAL. CONNECT W/ GALV. METAL NAILS AT 24" O.C. MAX 2x4 BLKG. AT VALLEY RAFTER BRG. BTWN. TRUSSES ROOF TRUSS ROOF TRUSS BELOW RAFTER HAND VALLEY FRAMING DETAIL ALTERNATE VALLEY DETAIL FROM TRUSS ENGINEER MAY BE I HEREBY CERTIFY: SUBSTITUTED PROVIDED DETAIL HAS STATE OF FLORIDA LICENSED STRUCTURAL ENGINEER STAMP THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMP IAN WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORI A B D G COD FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RI K C E RY II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, R IDENT DO NOT SCALE DRAWINGS EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. The contractor shall verify all plans and existing dimensions 1906 W. Thonotosassa Road and conditions on the job site and shall immediately notify Suite 2 the engineer in writing of any discrepancies before Plant City, Florida 33563 proceeding with the work or be responsible for same. P.E. #42712 _2 bh, TEL (813) 752-7078 fV Emails: rroberts.egi®gmail.com trautwein-clem©outlook.com CA #29098 D Eo SEAL OR STAMP) h O q ■■■■■MINE■ ■■ . , _ _• • Irk ■■ ■■ ■■ ■E ■■ ■E ■■ ■■ ■■ � �I ■� I■ MIL-----.-�� ■■■■■EEE■ DP_4WN CLEM TRAUTWEIN SCALE: NTS CHECKED & APPROVED CET 4-20-15 C I 4574A SHEET OF 6 L 1— U i7 i7 c�i M c•+ i+� SH25 I I I SH25 SH25 SH25 SH25 I I I SH25 SH25 SH25 SH25 I SH25 24 I I 24 I I �S I I 24 I , ,, 2 4 I 24 LAU Ili III I LAU I III III I t M III III I LWIII I III I I I.AU III III I LAU I 3' I III 1 I 1 3' I t11 i I 1 I III i I i 3' I I11 I i I I11 3 i I i 3' MASTER HALL PANTRY i i PANTRY MASER i i MASTER PANTRY i I i PANTRY MASTER i MASTER PANTRY i I i PANTRY HALL MASTER BEDROOM III I 1 I BEDROOM II III I BEDROOM I 11 I11 I I BEDROOM III I I BEDROOM I III I 1 I BEDROOM II R---1; ;r — —n II I I II R---il Ir— —n II III II a---%;r--n 111 JI I, IL 111 �• III JI I, (L 11 I;';I tl REF I; ,I REF Ir 1 i I i REF �) I; ,I REF Ir ;I; �� REF I III I REF If I LL--J III I 11 L--LJ I I �� 1 U JI I 111 I 11 IL LI I t I , e 1 U —JI I III I I L--11 I I ,�n I IC. I CLI I KITCHEN I O I I O KITCHEN OO I CL I III CLI I iCL I Ci I I KITCHEN OOIOO OoIOO I I KITCHEN I CL I III CLi I 1 !CL I CL, 1I�I1 I I KITCHEN OI Oo I 1IIIIIIII IIIII I 1 IIIIIIIIIII 00 IIIIII I I IIII CL CLit1 � � I I I VIM ill M—a— ® it 0 ® —DM ®MASTER DW DM MaL DW NHe � ---------- .___7 MASTER I� 9K- ------ ------ --O----O --_-_ --__- ----K-IT-C-H-EN--- —'IIII BATH E) 11IIIII o IIIII; ®e col DD 1 ®a II1I II; e O swat1 1IIIIII 11II1I;1I O I it IO I1III11III IIII III S � 1I1II;I 1IIIIIII1I� O0 °o BH NO.1 BI►n+ No.� 11-4 BATH NO.1 I; BA7H NO.1 BATN NO.1J 00 LNW/a" AWS Lmw/cmw ARF8 AREAS LNM/DNM AFS 1114 CL I II I III I II LNW/0NW AKM ; ; CL CL III I CL LnlM/WSW A SGo 1 a. = " UNIT NO. I III 1 II I I UNIT NO. 2 `�� = I Go I I I I UNIT NO. 3 I I UNIT NO. 4 = I CIDI I `�� "III I I CO " III I UNIT NO. 5 III I UNIT NO. 6 = " BEDROOM No., III II I III 1 I II I 1 I BEDROOM NO.1 II III II I I III 1 I II I BEDROOM NO.1 I 1 I II 111 II I I III I I II I I I I BEDROOM II 111 II NO.1 I I III 1 I II I BEDROOM I 1 I NO.1 II I11 II I III I I II IBEDROOM I I NO., II I11 I I H 5 I I I I N) II 111 I I I I I I I y II III 1 I t7 1 I I r7 II III I I I I I I I II 111 I I i7 I I I H � I i I I I I I I I - t�• � � � OPEN OPEN COURTYARD OPEN COURTYARDI OPEN COURTYARD) (COWARD OPENCOURTYARD 1 I 1 COURTYARD S/W I IL , , S/W I I S/W , S/W , , I S/ N ---� 1 IL-- --� IL-- --1 0 GARAGE I GARAGE GARAGE I I GARAGE GARAGE I I GARAGE PORCH PORCH I I I PORCH PORCH I I PORCH ( PORCH I 0 0 I 01 1 I Fo- I I I I 0 I 0 0 22' 21'-4" J ■■■■■■■, � : _ : • •_ _ _ - _ , . _• - ■■ ON No ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ON ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ �i ■■■■■■■■■ • \ DRAWN CLEM TRAUTWEIN I HEREBY CERTIFY: SCALE: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMP IA E 3/16"=1'-0" WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORI B 1 IN CODE CHECKED & APPROVED FOR 150 MPH ULTIMATE DESIGN WIND SPE D (RIS C GO II) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING E, RESI EN CET 4-20-15 DO NOT SCALE DRAWINGS EGI—ENGINEERING GREAT IDEAS, LLC C 7 4574A William H. Roberts, P.E. The contractor shall verify all plans and existing dimensions 1906 W. Thonotosassa Road and conditions on the job site and shall immediately notify Suite 2 / the engineer in writing of any discrepancies before Plant City, Florida 33563 proceeding with the work or be responsible for same. P.E. #42712 4— SHEET15 OF TEL (813) 752-7078 ATE Emails: rroberts.egi®gmail.com trautwein_clem®outlook.com CA #29098 (NOT VALID WHOUT FOR SEAL OR STAMP) II 1 - -- 1L- -- - - 1 11 11 qw lvp l - --- MEMO, ' ■■■■■■■■■ ■■ ' : : •_ _ _ - _ _ ■■ ■■ ■■ ■■ ■■ ■■ ■■. Not' ■■ ON ■■ ■■ ■■ ■■ ■■' ■■ ■■I ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ 0■ no ■■ ■■ ■■ ■■ ■■ ■■ ON ■■ ON ■■ ■■■■■■■■■ ■■■■■■■■■ ■t" ' IN _ � ■I IN ■1 1■ ■� I■ ■ IN IN ■� IN Ml ■■■■■■■■■ #Ali DRAWN CLEM TRAUTWEIN SCALE: 3/ 16"=1 '-0" CHECKED & APPROVED CET 4-20-15 C14574A SHEET16 OF 16 GENERAL NOTES AND SPECIFICATIONS 1. Unless otherwise noted on the plans, all construction methods, workmanship, materials and testing shall conform to the "Florida Department of Transportation (FDOT)'s "Standard Specification for Road and Bridge Construction", its current supplements and standard index drawings, and any county, COUNTY, or any other agency's rules and regulations. 2. Survey layout and testing shall be by the Contractor. 3. All work within the right-of-way shall be coordinated with the CITY, County, and/or FDOT. All disturbed areas within the right-of-way shall be restored to the original condition or better in accordance with county, and/or FDOT standards. 4. Locations, elevations and dimensions of existing utilities, structures, and other features are shown according to the best information available at the time of preparation of these plans. The contractor shall verify the locations, elevations and dimensions of existing utilities, structures and other features affecting this work prior to construction. 5. The contractor shall use extreme caution in areas of buried utilities and shall provide at least 48 hours notice to the utility companies prior to construction to obtain field locations of existing underground utilities. The contractor shall protect and maintain operation of existing utilities during construction. 6. The contractor shall check plans for conflicts and discrepancies prior to construction. The contractor shall notify the engineer of any conflicts before performing any work in the affected area. 7. The Engineer shall be notified as to where existing utility services interfere with the proposed construction. 8. The Contractor is responsible for repairing any damage to existing facilities, above or below ground, that may occur as a result of the work performed by the contractor. 9. All underground utilities must be in place and tested or inspected prior to base and surface construction. 10. Utilities installation shall conform to the requirements of the applicable federal, state and local regulations including but not limited to the Florida Department of Environmental Protection (FDEP), Department of Health (DOH), the Occupational Safety and Health Administration (OSHA) Standard, COUNTY AND THE CITY. 11. It is the contractor's responsibility to become familiar with the permit and inspection requirements specified by the various governmental agencies and the engineer The contractor shall obtain all necessary permits prior to construction and schedule inspections according to agency instructions. All work performed shall comply with the regulations and ordinances of the various governmental agencies having jurisdiction over the work. 12. At least three (3) working days prior to construction, the contractor shall notify the engineer and appropriate agencies and supply them with the contractor's name, starting date, projected construction schedule, all required shop drawings and other information as required. Any work performed prior to proper notifications may be subject to removal and replacement at the contractor's expense. 13. The site shall be initially graded such that no offsite area will be adversely affected by storm water runoff. Runoff to the adjacent right-of-way shall be minimized. The existing drainage facilities within the right-of-way shall be protected at all times by the use of staked hay bales, temporary grading, revegetation, etc. Any disturbed area within the right-of-way shall be sodded. The contractor shall final grade and hand rake all exposed earthwork areas immediately prior to installation of sod. All areas shall be protected from erosion caused by storm water runoff by vegetation, staked hay bales, temporary grading, etc. 14. Upon completion of construction activities, the storm water management system shall be cleaned of all debris, silts, limerock, etc. 15. The contractor shall verify minimum separation between water and sanitary sewer systems (18" minimum vertical and 10' minimum horizontal separations). Upon completion of construction, the contractor shall provide written verification documenting the minimum separation as constructed. 16. Typical cover over utilities shall be 36". 17. During construction and/or maintenance of this project, all safety regulations are to be enforced. The contractor or his representative shall be responsible for the control and safety of the traveling public and the safety of his personnel. 18. The contractor shall comply with all Federal/State Occupational Safety and Health Act (OSHA) Standards and any other rules and regulations applicable to construction and/or maintenance activities in the State of Florida. The Contractor shall also comply with Chapter 442, Florida Statutes (Toxic Substances in the Workplace), and any CITY, COUNTY, or any other agency's rules and regulations regarding safety. 19. All trenching and excavation operations MUST conform to the requirements stated in the new "Trench Safety Act" incorporated into OSHA standards 29 CFR 1926 Subpart P final rule and the State of Florida Trench Safety Act. The contractor shall recognize the OSHA safety standards, agree to abide by them, and identify the cost to comply. 20. Further Contractor operations shall comply with 29CFR 1910.252 and NFPA 51 B for cutting and welding procedures. 21. All persons on (CITY, COUNTY OR STATE) property and in area where the noise level exceeds 85db, must wear hearing protection that complies with ANSI S3.19-74 (ear muffs and/or approved ear plugs). This includes areas where noisy equipment is in use (i.e. jack hammers, electric or air drills, heavy equipment with open cabs, pipe cutting saws, etc.) and in the plant where posted. 22. All work conducted in an elevated position shall comply with 29CFR 1910.269. 23. All design application, installation, maintenance, removal of all traffic control devices, warning devices and barriers necessary to protect the public and workmen from hazards within the projects shall be in accordance with the minimum standards as set forth in the current edition of the State of Florida and Traffic Design Standards. 24. All traffic control markings and devices shall conform to the provision set forth in the "Manual on Uniform Traffic Control Devices" prepared by the U.S. Department of Transportation, Federal Highway Administration. 25. All Contractor owned or controlled vehicles and/or equipment which will be operated on or within ten (10) feet of the roadway shall be equipped with a minimum of one amber 360 degree Class I warning device. This device must meet minimum standards for utility construction purposes, such as a minimum of 500,000 candlepower and visible from 360 degrees of mounting. The warning device(s) must be in operation at all times that a vehicle/equipment if on the roadway or within the ten (10) feet of runoff area and not in a "normal" travel status. 26. Area designated by the Owner shall be utilized for equipment storage and cover material staging. Materials and supplies shall be stored only in those areas approved by the owner. 27. In regard to the inspection of the project, Southwest Florida Water Management District (SWFWMD) and the COUNTY inspectors shall have the same right of review and inspection as the Engineer of Record. Although it is appropriate for the Engineer of Record to resolve questions, difficulties, and disputes relative to interpretation of contract documents or construction; SWFWMD, COUNTY AND CITY reserve the right of final concurrence on such matters. 28. The CITY, County, and/or State's Engineering inspector shall be notified, and the Engineer's approval shall be obtained, on all proposed field changes, alterations or additions to the approved plans by the Contractor or the Engineer of Record prior to the implementation of such changes, alterations or additions. Upon completion of construction, the Owner will require one set of complete "As -Built". Contractor to supply certified "As -Built" to the Engineer of Record. 29. The contractor shall obtain a separate permit for any on -site burning. 30. If during construction activities any evidence of historic resources including but not limited to aboriginal or historic pottery, prehistoric stone tools, bone or shell tools, historic trash pits, or historic building foundation, are discovered, work shall come to an immediate stop and the Florida Department of Historic Resources (State Historic Preservation Officer) and Pasco County shall be notified within two working days of the resources found on the site. 31. All proposed signs must be applied for, approved and permitted on an individual basis apart from ultimately approved site plan. Approval of this site plan does not constitute approval of any signage. 32. Handicap parking spaces will be properly signed and and striped inaccordance with Florida Statute 316, the Manual on Uniform Traffic Control Devices, or other applicable standards. 33. The Engineer certifies that the site has been designed in accordance with the American Disability Act. 34. All on -site parking spaces will be striped and signed in accordance with the Manual on Uniform Traffic Control Devices Latest Edition. Parking spaces, directional arrows, and stop bars shall be striped in white. It shall be the Owner/Developers responsibility to properly sign and stripe the site in accordance with applicable stds. 35. The Owner/Developer acknowledges that this approval does not include any work in the R.O.W. All R.O.W. work shall be a function of an approved F.D.O.T. R.O.W. use permit. 36. All clear -site areas shall be kept free of any signage plantings, trees, etc. In excess of three and one-half feet in height. 37. All structures including buffer walls, retaining walls, fencing, signage etc. require separate building permits. 38. No irrigation system or landscaping shall be installed in any county or state right of way without the appropriate right of way permit. GARDEN VILLAS FOR GARDEN VILLAS, LLC 38070DAUGHTERYROAD ZEPHYRHILLS, FLORIDA 33540 SECTION 2, TOWNSHIP 265, RANGE 21 E UTILITY COMPANIES: TELEPHONE: VERIZON 27835 WESLEY CHAPEL BL VD. SUITE 100 WESLEY CHAPEL, FLORIDA 813-907-8511 CABLE: BRIGHT HOUSE NETWORK CONSTRUCTION DEPARTMENT 2728 S. FALKENBURG ROAD ZEPHYRHILLS, FLORIDA 33539 813- 788- 7634 ELECTIRC: DUKE ENERGY 36906 EILAND BL VD. ZEPHYRHILLS, FLORIDA 33539 813-782-7237 WA TER: CITY OF ZEPHYRHILLS 5335 8th STREET ZEPHYRHILLS, FLORIDA 33542 813-780-0008 ATTN• JOHN BOSTIC WASTE WA TER: CITY OF ZEPHYRHILLS 39825 ALSOTN AVENUE ZEPHYRHILLS, FLORIDA 33542 813- 780-0029 ATTN.• JOHN BOSTIC INDEX OF SHEETS LOCATION MAP SHEET NO. SHEET DESCRIPTION NTS 1 COVER SHEET AND GENERAL NOTES 2 GENERAL NOTES 3 SURVEY PLAN 4 BORING AND PHRASING PLAN 5 BEST MANAGEMENT PRACTICES PLAN 6 BEAT MANAGEMENT PRACTICES DETAILS 7 SITE PLAN B GRADING AND DRAINAGE PLAN OWNER: VILLAS, LLC 9 UTILITY PLAN 38070 DA UGHTERY ROAD ZEPHYRHILLS, FLORIDA 33540 10 LIGHTING PLAN 11 LANDSCAPE PLAN 12 LANDSCAPE NOTES PLAN 13 LANDSCAPE BUILDINGS 1-6 PLAN CONTRACTOR: TO BE DETERMINED 14 LANDSCAPE BUILDINGS 7-9 PLAN 15 PLAN AND PROFILE PLAN 16 SANITARY PLAN AND PROFILE PLAN SURVEYOR: TO BE DETERMINED 17 UTILITY DETAILS PLAN 18 SANITARY DETAILS PLAN 19 WATER DETAILS PLAN 20 PRE -DEVELOPMENT DRAINAGE AREA 21 POST DEVELOPMENT DR4INA6rvZry AREA BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93,240, SECTI❑NS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE, DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail.com troutwein-clem®outlook.com I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLI C WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA UI IN FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CAT Gql ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESID i EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosasso Road Suite 2 Plant City, Florida 33563 P.E. #42712 TEL (813) 752-7078 DATE CA #29098 (NOT vino WM W FOR SEAL. OR ■■■■■■■■■ ■■■■■■■■■ ■■ ■■ ■■ ■■ :_: M■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ • • ■■ ■■ • ._ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ _ _ - _ ■■ ■ ON ■ ■■ ; _ __. ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■■■■■■■■I ■■MEMO.■■ ■r 110 ■ ++ 1'110 I ■i 1■ ■) '■ ■1 1■ ■ I■ �-'`'1 �� I� ■' '■ ■L_----.J■' ■■■■■■■■■ I • • J'0 DRAVCN LEM TRAUTWEIN SCALE: NOTED CHEMM & APPROVED CET 6-2-15 C14574 SHEET I OF 21 r N if GENERAL NOTES AND SPECIFICATIONS 1. Unless otherwise noted on the plans, all construction methods, workmanship, materials and testing shall conform to the "Florida Department of Transportation (FDOT)'s "Standard Specification for Road and Bridge Construction", its current supplements and standard index drawings, and any CITY, COUNTY, or any other agency's rules and regulations. 2. Survey layout and testing shall be by the Contractor. 3. All work within the right-of-way shall be coordinated with the CITY, County, and/or FDOT. All disturbed areas within the right-of-way shall be restored to the original condition or better in accordance with city, county, and/or FDOT standards. 4. Locations, elevations and dimensions of existing utilities, structures, and other features are shown according to the best information available at the time of preparation of these plans. The contractor shall verify the locations, elevations and dimensions of existing utilities, structures and other features affecting this work prior to construction. 5. The contractor shall use extreme caution in areas of buried utilities and shall provide at least 48 hours notice to the utility companies prior to construction to obtain field locations of existing underground utilities. The contractor shall protect and maintain operation of existing utilities during construction. 6. The contractor shall check plans for conflicts and discrepancies prior to construction. The contractor shall notify the engineer of any conflicts before performing any work in the affected area. 7. The Engineer shall be notified as to where existing utility services interfere with the proposed construction. 8. The Contractor is responsible for repairing any damage to existing facilities, above or below ground, that may occur as a result of the work performed by the contractor. 9. All underground utilities must be in place and tested or inspected prior to base and surface construction. 10. Utilities installation shall conform to the requirements of the applicable federal, state and local regulations including but not limited to the Florida Department of Environmental Protection (FDEP), Department of Health and Rehabilitative Services (HRS), the Occupational Safety and Health Administration (OSHA) Standards. 11. It is the contractor's responsibility to become familiar with the permit and inspection requirements specified by the various governmental agencies and the engineer The contractor shall obtain all necessary permits prior to construction and schedule inspections according to agency instructions. All work performed shall comply with the regulations and ordinances of the various governmental agencies having jurisdiction over the work. 12. The contractor shall submit shop drawings on all precast and manufactured items to the engineer for approval. Failure to obtain approval before installation may result in removal and replacement at the contractor's expense. 13. At least three (3) working days prior to construction, the contractor shall notify the engineer and appropriate agencies and supply them with the contractor's name, starting date, projected construction schedule, all required shop drawings and other information as required. Any work performed prior to proper notifications may be subject to removal and replacement at the contractor's expense. 14. The site shall be initially graded such that no offsite area will be adversely affected by storm water runoff. Runoff to the adjacent right-of-way shall be minimized. The existing drainage facilities within the right-of-way shall be protected at all times by the use of staked hay bales, temporary grading, revegetation, etc. Any disturbed area within the right-of-way shall be sodded. The contractor shall final grade and hand rake all exposed earthwork areas immediately prior to installation of sod. All areas shall be protected from erosion caused by storm water runoff by vegetation, staked hay bales, temporary grading, etc. 15. Upon completion of construction activities, the storm water management system shall be cleaned of all debris, silts, limerock, etc. 16. The contractor shall verify minimum separation between water and sanitary sewer systems (18" minimum vertical and 10' minimum horizontal separations). Upon completion of construction, the contractor shall provide written verification documenting the minimum separation as constructed. 17. Typical cover over utilities shall be 36". 18. During construction and/or maintenance of this project, all safety regulations are to be enforced. The contractor or his representative shall be responsible for the control and safety of the traveling public and the safety of his personnel. 19. The contractor shall comply with all Federal/State Occupational Safety and Health Act (OSHA) Standards and any other rules and regulations applicable to construction and/or maintenance activities in the State of Florida. The Contractor shall also comply with Chapter 442, Florida Statutes (Toxic Substances in the Workplace), and any City, COUNTY, or any other agency's rules and regulation regarding safety. 20. All trenching and excavation operations MUST conform to the requirements stated in the new "Trench Safety Act" incorporated into OSHA standards 29 CFR 1926 Subpart P final rule and the State of Florida Trench Safety Act. The contractor shall recognize the OSHA safety standards, agree to abide by them, and identify the cost to comply. 21. Further Contractor operations shall comply with 29CFR 1910.252 and NFPA 51 B for cutting and welding procedures. 22. All persons on CITY property and in area where the noise level exceeds 85db, must wear hearing protection that complies with ANSI S3.19-74 (ear muffs and/or approved ear plugs). This includes areas where noisy equipment is in use (i.e. jack hammers, electric or air drills, heavy equipment with open cabs, pipe cutting saws, etc.) and in the plant where posted. 23. All trees over pavement are to be trimmed 12' above finished pavement elevations. 24. All work conducted in an elevated position shall comply with 29CFR 1910.269. 25. All design application, installation, maintenance, removal of all traffic control devices, warning devices and barriers necessary to protect the public and workmen from hazards within the projects shall be in accordance with the minimum standards as set forth in the current edition of the State of Florida and Traffic Design Standards. 26. All traffic control markings and devices shall conform to the provision set forth in the "Manual on Uniform Traffic Control Devices" prepared by the U.S. Department of Transportation, Federal Highway Administration. 27. All Contractor owned or controlled vehicles and/or equipment which will be operated on or within ten (10) feet of the roadway shall be equipped with a minimum of one amber 360 degree Class I warning device. This device must meet minimum standards for utility construction purposes, such as a minimum of 500,000 candlepower and visible from 360 degrees of mounting. The warning device(s) must be in operation at all times that a vehicle/equipment if on the roadway or within the ten (10) feet of runoff area and not in a "normal" travel status. 28. Area designated by the Owner shall be utilized for equipment storage and cover material staging. Materials and supplies shall be stored only in those areas approved by the Owner. 29. In regard to the inspection of the project, Southwest Florida Water Management District (SWFWMD) and the CITY inspectors shall have the some right of review and inspection as the Engineer of Record. Although it is appropriate for the Engineer of Record to resolve questions, difficulties, and disputes relative to interpretation of contract documents or construction; SWFWMD and the CITY reserve the right of final concurrence on such matters. 30. The CITY's Engineering inspector shall be notified, and the Engineer's approval shall be obtained, on all proposed field changes, alterations or additions to the approved plans by the Contractor or the Engineer of Record prior to the implementation of such changes, alterations or additions. 31. Upon completion of construction, the Owner will require one set of complete "As -Built". Contractor to supply certified "As -Built" to the Engineer of Record. GENERAL ZEPHYRHILLS NOTES: 1. WATER SERVICE PROVIDED BY THE CITY OF ZEPHYRHILLS UTILITIES. 2. SEWER SERVICE PROVIDED BY THE CITY OF ZEPHYRHILLS UTILITIES. 3. FIRE SERVICE PROVIDED BY THE ZEPHYRHILLS FIRE DEPARTMENT. FIRE PROTECTION VIA PROPOSED WATER MAIN AND FH'S. 4. SITE ZONED OFFICE PROFESSIONAL. 5. SITE TO BE DEVELOPED IN TWO (2) PHASES. 6. ELECTRIC SUPPLIED BY DUKE ENERGY. 7. SITE IS LOCATED IN FLOOD ZONE 8. ROAD TO BE PRIVATE. 9. CITY OF ZEPHYRHILLS, SWFWMD AND FDEP PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION. 10. BEARINGS BASED ON S00' 14'21 "W ASSUMED EAST BOUNDARY PROPERTY LINE. 11. ALL UTILITIES TO BE INSTALLED UNDERGROUND. 12. COVENANTS AND RESTRICTIONS ARE PER HOA. 13. DRAINAGE FACILITIES TO BE OWNED AND MAINTAINED BY THE HOA. 14. STREET LIGHTING TO BE INSTALLED THROUGHOUT THE DEVELOPMENT. STREET LIGHTING PLAN TO BE PROVIDED BY PROGRESS ENERGY AND THE CONTRACTOR SHALL OBTAIN A COPY PRIOR TO ANY CONSTRUCTION OF THE PROPOSED DEVELOPMENT, AND COORDINATE BETWEEN CONTRACTOR, DEVELOPER, ENGINEER, CITY AND PROGRESS ENERGY. THE LIGHTING SHOWN ON THIS PLAN IS ONLY SCHEMATIC. 15. ANY SILT FENCING USED DURING CONSTRUCTION SHALL BE REMOVED AFTER CONSTRUCTION BY THE CONTRACTOR. 16. ALL TRAFFIC CONTROL DEVICES SHALL BE INSTALLED IN CONFORMANCE WITH THE FEDERAL MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. 17. ANY LIVING BUFFERS INSTALLED SHALL BE A MIN. OF 6 FEET TALL AT TIME OF PLANTING AND 75% OPAQUE WITHIN ONE (1) YEAR. 18. BLOCK LENGTHS TO BE 300' MIN. AND 1,400 FEET MAX. STORMWATER SYST 1. MONTHLY ONTHL �pVISUALLY INSPECT OPENINGS TO INSURE NO CLOGGING HAS OCCUR2. ONCE EVERY THREE MONTHS, VISUALLY INSPECT ALL PIPES TO INSURE THAT EXCESSIVE SILTING HAS NOT OCCURRED. IF EXCESSIVE SILTING HAS OCCURRED, HAVE ALL PIPES PROPERLY FLUSHED. 3. WEEKLY DURING SUMMER MONTHS AND BI-WEEKLY DURING THE REMAINDER OF THE YEAR, MOW THE GRASS WITHIN THE COLLECTION AREAS AND PONDS (UNLESS RAINY SEASON AND). GRASS CLIPPINGS SHALL BE COLLECTED AND REMOVED FROM THE SITE FOR PROPER DISPOSAL. 4. THE SOIL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO CONSTRUCTION, MAINTAINED THROUGHOUT CONSTRUCTION AND UNTIL THE SITE IS PERMANENTLY STABILIZED. 5. ALL SODDED SLOPES OVER 4:1, SHALL BE INSTALLED WITH SOD PEGS. 6. ITS THE OWNERS RESPONSIBILITY TO INSPECT AND MAINTAIN THE WATER RETENTION SYSTEM ON A REGULAR BASIS. 7. ALL DEMOLITION DEBRES SHALL BE REMOVED FROM THE SITE AND LEGALLY DISPOSED OF. 8. ANY PERSON AND/OR ORGANIZATION IN CHARGE OF THE MAINTENANCE MUST MEET ALL APPLICABLE RULES AND REGULATIONS FOR MAINTENANCE ACTIVITIES IN THE STATE OF FLORIDA. 9. THE OPERATION AND MAINTENANCE ENTITY SHALL ADDRESS ANY QUESTIONS REGARDING AUTHORIZED ACTIVITIES WITHIN THE WET DETENTION POND TO THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT, BROOKSVILLE ERVICE OFFICE, SURFACE WATER REGULATION MANAGER. 10. BACK SLOPES OF THE POND ADJACENT TO THE WETLAND BUFFER MUST REMAIN IN A NATURAL STATE. DO NOT MOW AFTER CONSTRICTION COMPLETION. PAVING AND GRADING NOTES: 1. ALL DELETERIOUS SUBSURFACE MATERIAL (I.E. MUCK, PEAT, BURIED DEBRIS, ETC.) SHALL BE EXCAVATED AND REMOVED FROM THE SITE. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED IN ACCORDANCE WITH THESE PLANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST COLLAPSE AND SHALL PROVIDE BRACING, SHEETING OR SHORING AS NECESSARY. DEWATERING METHODS SHALL BE USED AS REQUIRED TO KEEP TRENCHES DRY WHILE PIPE AND APPURTENANCES ARE PLACED. 3. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT, SIDEWALK, OR GROUND SURFACE GRADES UNLESS OTHERWISE NOTED (SEE LEGEND). 4. THE CONTRACTOR SHALL TRIM, TACK AND MATCH EXISTING PAVEMENT AT LOCATIONS WHERE NEW PAVEMENT MEETS EXISTING PAVEMENT. 5. CONTRACTOR SHALL PROVIDE A 1h" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER WHEN CONCRETE ABUTS OTHER MATERIALS (SEE DETAILS). 6. ALL PAVEMENT MARKINGS SHALL BE MADE IN ACCORDANCE WITH FDOT STANDARD INDEX NO. 17346. 7. CONTRACTOR SHALL CAREFULLY GRADE IN AREAS OF ALL TREES TO REMAIN, IN ORDER TO MINIMIZE DAMAGE TO ROOT SYSTEMS. 8. ALL VALVE BOXES, MANHOLE FRAMES, CLEAN -OUTS, IRRIGATION BOXES, ELECTRICAL MANHOLE COVERS, ECT. SHALL BE ADJUSTED TO MATCH FINISHED GRADES. FOR MANHOLE FRAME & COVERS, UTILIZE BRICK AND MORTAR OR CONCRETE ADJUSTMENT RINGS AS REQ'D. 9. SEE LANDSCAPE PLANS FOR PLANTINGS AND SODDING LIMITS. NOTE: THE CONTRACTOR NEEDS TO PROVIDE MATERIAL SHOP DRAWINGS TO THE ENGINEERING DIVISION, FOR REVIEW AND APPROVAL, PRIOR TO ORDERING. SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO PAVEMENT, STORM PIPE, CONCRETE, STORM STRUCTURES AND ACCESSORIES, SANITARY SEWER PIPE, MANHOLES AND ACCESSORIES, WATER PIPE AND ACCESSORIES. SITE DATA LOCATION: TRACT 27, TOWNSHIP 26 SOUTH, RANGE 21 EAST, ZEPHYRHILLS COLONY COMPANY LANDS PASCO COYNTY, FLORIDA. LESS THE SOUTH 126.00 FEET OF THE NORTH 141.00 FEET OF THE WEST 346 FEET OF TRACT 27, ZEPHYRHILLS COLONY COMPANY LANDS SECTION 2, TOWNSHIP 26 SOUTH, RANGE 21 EAST AS RECORDED IN PLAT BOOK 1, PAGE 55, PUBLIC RECORDS OF PASCO COUNTY, RESERVING THE WEST 15.00 FEET THEREOF FOR ROAD RIGHT OF WAY AND UTILITIES, CONTAINING 10 ACRES MOL. PIN NO: PIN: 02-26-21-0010-02700-0020 ZONING: OOOP MULTI FAMILY PROJECT AREAS: TOTAL SITE AREA: = 3.77 AC. BUILDING: STORY 1 HEIGHT (50 FEET ALLOWED) HEIGHT (17 FEET PROPOSED) FINISH FLR. EL. VARIES FAR 0.28 (0.50 ALLOWED) SETBACKS: FRONT: 25 FT. REAR: 10 FT. SIDES: 10 FT. PARKING: 1 GARAGE PER BUILDING FLOOD ZONE: F.E.M.A. FLOOD ZONE "X": COMMUNITY PANEL NO. 120112 0270 D REVISED DATE: AUGUST 3,1992 DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail.com troutwein-clem@outlook.com I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANC WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUII FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CAT ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENT EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 ps TEL (813) 752-7078 CA #29098 ur FOR G SEAL OR 1) h a 0 0 0Niiiiiiiiii ■■■■■■■■. M1■ ON M1 ON :_: ■■ ON ■■ ■■ ■ M■ ■■ ■■ �� • . rA No ■o a • ON ■■ ■■ ■■' ter_----,�. ■' I■ ■' '■ ■I I■ �L------lam ■■■■■■■■■ • • J DRAWN CLEM TRAUTWEIN SCALE: NOTED CHECKED & APPROVED CET 6-2-15 C> 4574 SHEET 2 OF 21 _►a IL 11. __. _ I I 11 I I J 11 111 ° I I II I Ijly- 111p 111'11' 1 11 _ b e A PORTION OF SECTION 2, TOWNSHIP 26 SOUTH. RANGE 21 EAST according to the plat thereof recorded in Plat Book 1, Page 55, of the Public Records of Pasco County, Florida, LESS AND EXCEPT the South 126.00 feet of the North 141.00 feet of the West 346.00 feet of said Tract 27; ALSO LESS AND EXCEPT the North 15.00 feet of said Tract 27; ALSO LESS AND EXCEPT the East 181.00 feet of the West 196.00 feet of said Tract 27. DESCRIPTION (per Official Records Book 9127, Page 3581, of the Public Records of Pasco County, Florida) Tract 27, Section 2, Township 26 South, Range 21 East, ZEPHYRHU S COLONY COMPANY LANDS, Pasco County, Florida, LESS the South 126.00 feet of the North 141.00 feet of the West 346.00 feet of Tract 27, ZEPHYRIM iS COLONY COMPANY LANDS in Section 2, Township 26 South, Range 21 East, as recorded in Plat Book 1, Page 55, Public Records of Pasco County, Florida, reserving the West 15 feet thereof for road right of way and utilities; ALSO LESS AND EXCEPT that portion of land described in Official Records Book 6458. Page 1544, of the Public Records of Pasco County, Florida. PASCO COUNTY. FLORIDA N LEGEND IP, IR = IRON PIPE, IRON ROD CM = CONCRETE MONUMENT (F) = FIELD DERIVED MEASUREMENT (P) = MEASUREMENT PER PLAT (D) = MEASUREMENT PER DESCRIPTION It PL = PROPERTY LINE, CENTERLINE R/W = RIGHT OF WAY O = FOUND IR (SIZE & REGISTRATION NUMBER AS NOTED) 0 = FOUND IP (SIZE & REGISTRATION NUMBER AS NOTED) • = SET 5/8' IR 'D.C. JOHNSON LB 4514' E ❑ = FOUND CM (SIZE & REGISTRATION NUMBER AS NOTED) ■ = SET 4'x4' CM 'LB 4514' = VERTICAL CONTROL BENCHMARK }� = POWER POLE GUY WIRE ® = SANITARY SEWER MANHOLE m = TELEPHONE EQUIPMENT BOX ® = ELECTRIC BOX W = WATER LINE J! = METER POLE x = SPOT ELEVATION EL- = ELEVATION A/C = AIR CONDITIONER PVC = POLYVINYL CHLORIDE PIPE = OVERHEAD POWER LINE ►TION VEY IS CERTIFIED TO THE FOLLOWING: illas, LLC :field Survey: 3/25/15 nson & Associates, Inc. H. Xynides ;tered Surveyor and Mapper No. 5566 Florida Licensed Business Number 4514 Not valid without the sign ture and the original raised sea! Florida licensed surveyor and Mapper, of a h x a Ad, MEMENE -i ■■■■■■■E ■■■■■■■S■ ■■ ■■ ■■ ■■ . . ■■ ME No ■■ ■■ ■■ ■■ ■■ ME No ■■ ■■ ■■ 1 ■■ ■■ ■■ ■■ ■■ _ ■■ ■■ , . ■■ _• 0-0■■ ■■ ■■ ■■ ■■ ■■ ■■■■■■■■■ ■■■■■■■■■ -IN ■r- '�� i� ■1 1■ ■I IN IN■ i■ ■ IN ■ I■ ■I 1■ SEES■SEEM SEES■■■■■ • • . i DRAWN CLEM TRAUTWEIN L NOTED PPROVEDT 6-2J21 457OF fJ,g. _ _ "V 11111 111 I I I', ' II I__ I I ._ EXIST. MH TOP EL.1 11 N. INV.107 S. INV.107 TBM TOP C EXIST. MH EL.111.53 N. INV.104 S. INV.104 EXIS FIRE HYDI EXIST. MH TOP EL.10' N. INV.94.1 S. INV.94.1 BUILDINGS WITHIN PHASE NO.1 I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPL WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA FOR 150 MPH ULTIMATE DESIGN WIND SPE (RISK ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING C DE. RESIDEN ■■■■■■■a ■■■■■■■■■ ■■ ■■ ■■ ■■ . :: �■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ i ■■ ■■ ON ; ' ■■ • ■■ ■■' ■■ ■■ ' __ ■■ ■■ ■■ ■■ ON ■■ _ _ - ■■ ■■ ON ■■ _ ■■ , _ •_ ■■ ON ■■ ■■ ■■ ■■ ■■ ON ■■ ■■■■MIME■■ ■■.■...■■ ■r -i■ = ■ _ ■ IS I■ ■� l■ ■� 1■ ■ IN ■ �''' ■ I■ IS�■ Ml ■■■■■■■■■ • 1 rD=AWCNLEM TRAUTWEIN SCAM 1 "=30' CHECKED & APPROVED CET 6-2-15 Cl 4574 SHEET 4 OF 21 I I I I 1 I I I 1 11 1 1 1 1 11 1 1 1 11 I I I 1 I I I_ 11 SA ITARfL.MANHOLE ; ! TOEL, 115.71 BOUNTY ( EXISTIN %W - -- -- - -- -- -- - - -- - B' P�CCS) 106.41' I L--•--.--------•--•--------•--•--•--•--------------------•-----•--•--•-�--•---------- --- -- t- ---•------- •-- `- - -- T ' I ' BENCHMARK # 1 ED SE 1 ELT 1NAIL CNAV HER IN ASPHALT ' I INEIRTH 1540'(D) NOT INCLUDED ' - -- -- -- -- -- -_,PHASE 2 ; -------------•--------•--------------•--•--•--- r�i I ; ` FDUND 1/2' IRDN ROD I 1 1 1 1 I 1 z_ I �- J �) O1 Ld 01 1 z I (! ' I w ry 0I W! I U! En I NOT INCLUDED I� 0)1 Q' 1 \` ry 0 \to 1 ; 1 _P_HA_S_E_ 2 1 i > » CONCRETE ' ' 89e55 24 E 44 "- sMTACKED MENEM r Ing 00� 2114 a, PVC(SI 00 � r, . .' 1 _ � ■■� !fit WE �13 STACKED C`< I . FIRE _ _ ,P. 1�•.r ---------- - if.lr-1r if Y- -M �; Y � W r r G "I me. A/C A/C PAD WATER AS Yr� 'ING ONE-STORY BUIL ;LEARING AND SITE PREPARATION NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER INSTALLATION OF THE EROSION CONTROL DEVICES, AS SHOWN ON THE CONSTRUCTION PLANS, PRIOR TO ANY SITE CLEARING AND/OR DEMOLITION. REFER TO THE "EROSION CONTROL NOTES" SECTION CONTAINED HEREIN FOR ADDITIONAL REQUIREMENTS. 2. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN, AS INDICATED ON THE CONSTRUCTION PLANS, SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL TREE ORDINANCES, AND DETAILS CONTAINED IN THESE PLANS. IT MALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREE(S) SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING JURISDICTION OVER THESE ACTIVITIES, 3. CLEAR THE CONTRACTOR SHALL EAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL, IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE STOCKPILED, TO BE USED FOR LANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. REMAINING EARTHWORK THAT RESULTS FROM CLEARING AND GRUBBING OR SITE EXCAVATION IS TO BE UTILIZED ON -SITE, PROVIDED THE MATERIAL IS DEEMED SUITABLE BY THE OWNER'S SOILS TESTING COMPANY. EXCESS MATERIAL IS TO EITHER BE STOCKPILED ON -SITE, AS DIRECTED BY THE OWNER OR OWNER'S ENGINEER, OR REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING ANY EXCESS MATERIAL FROM THE SITE:. 5. ALL EXISTING DEBRIS (ABOVE OR BELOW GROUND), CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS 6. THE CONTRACTOR IS TO PREPARE THE SITE IN ACCORDANCE WITH THE SOILS REPORT, COPIES OF WHICH ARE AVAILABLE THROUGH THE OWNER OR SOILS TESTING COMPANY DIRECTLY. 7. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION OF TEMPORARY CONSTRUCTION FENCE AROUND ENTIRE PERIMETER OF PROPERTY. TYPE OF FENCE TO BE SUBMITTED BY CONTRACTOR TO ENGINEER FOR APPROVAL 8. THE CONTRACTOR SHALL REMOVE ALL VEGETATION, SURPLUS SOIL, DEMOLITION RUBBLE, AND OTHER UNDESIRABLE MATERIALS. SUCH MATERIALS SHALL BE PROMPTLY HAULED FROM THE SITE AND DISPOSED OF IN ACCORDANCE WITH GOVERNING LAWS AND CODES. THE CONTRACTOR SHALL SHAPE THE SUBGRADE IN ACCORDANCE WITH THE GRADING PLAN, TAKING INTO ACCOUNT THE THICKNESS OF THE PAVING SYSTEM. THE TOLERANCE OF ROUGH GRADING SHALL BE WITHIN 1/2" HIGH TO 1" LOW. EROSION AND SILTATION CONTROL: 1. GENERAL ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION. DURING CONSTRUCTION, DENUDED AREAS SHALL BE COVERED BY MULCHES SUCH AS STRAW, HAY AND FILTER FABRIC. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS OR HAY BALES. THESE SHALL BE MAINTAINED AND MODIFIED DURING THE CONSTRUCTION PROCESS TO MINIMIZE DOWNSTREAM SILTATION. WHEN CONSTRUCTION IS COMPLETED, DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE -SODDED TO PROPERLY DETAIN THE INTENDED STORM QUANTITIES. 2. PROTECTION AND STABILIZATION OF ON -SITE SOIL STOCKPILES: FILL MATERIAL STOCKPILES SHALL BE PROTECTED AT ALL TIMES BY ON -SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL CONTROL OF DUST FROM SUCH STOCKPILES MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL ANY UNSTOCKPILES MATERIAL REMAIN MORE THAN THIRTY (30) CALENDAR DAYS AFTER SUBSTANTIAL PROJECT COMPLETION. 3. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 4. SEDIMENT BASINS AND TRAPS, SEDIMENT TRAPPING MEASURES: PERIMETER BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING BODIES OF, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS, SUCH SYSTEMS SHALL BE FULLY OPERATIVE BEFORE ANY OTHER DISTURBANCE OF THE SITE BEGINS. EARTHEN STRUCTURES INCLUDING BUT NOT LIMITED TO BERMS, EARTH FILTERS, DAMS OR DIKES SHALL BE STABILIZED AND PROTECTED FROM DRAINAGE DAMAGE OR EROSION WITHIN ONE WEEK OF INSTALLATION. 5. ALL SWALES, DITCHES AND CHANNELS- CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITH ARGENTINE BAHIA WITHIN THREE (3) DAYS OF EXCAVATION. 6. THE CONSTRUCTION OF UNDERGROUND UTILITY CONSTRUCTION: UNDERGROUND UTILITY LINES AND OTHER STRUCTURES SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A. NO MORE THAN 500 LINEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE TIME; B. WHEREVER CONSISTENT WITH SAFETY AND SPACE CONSIDERATION, EXCAVATED MATERIAL SHALL BE CAST TO THE UPHILL SIDE OF TRENCHES. TRENCH MATERIAL SHALL NOT BE CAST INTO OR ONTO THE SLOPE OF ANY STREAM, CHANNEL, ROAD, DITCH OR WATERWAY. 7. ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE MAINTENANCE: CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. 8. DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO RAIN SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE STORMWATER SYSTEM. 9. APPLICATION RATES AND METHODS FOR USE OF FERTILIZERS AND PESTICIDES AT THE CONSTRUCTION SITE SHALL CONFORM WITH ALL LOCAL AND STATE ORDINANCES. NUTRIENTS SHALL BE APPLIED ONLY AT RATES NECESSARY TO ESTABLISH AND MAINTAIN VEGETATION SUCH THAT DISCHARGES WILL NOT CAUSE OR CONTRIBUTE TO VIOLATIONS OF STATE SURFACE OR GROUND WATER QUALITY STANDARDS. 10. OFF -SITE VEHICLE TRACKING OF SEDIMENTS AND THE GENERATION OF DUST SHALL BE MINIMIZED BY CONTRACTOR. SECTION 1 GENERAL EROSION CONTROL: 1.1 GENERAL EROSION CONTROL BEST MANAGEMENT PRACTICES SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND POTENTIAL POND SLOPE CAVE-INS. WHILE THE VARIOUS TECHNIQUES REQUIRED WALL BE SITE AND PLAN SPECIFIC, THEY SHOULD BE EMPLOYED AS SOON AS POSSIBLE DURING CONSTRUCTION ACTIVITIES, 1.2 CLEARED SITE DEVELOPMENT AREAS NOT CONTINUALLY SCHEDULED FOR CONSTRUCTION ACTIVITIES SHALL BE COVERED WITH HAY OR OVERSEEDED AND PERIODICALLY WATERED SUFFICIENTLY TO STABILIZE THE TEMPORARY GROUNDCOVER. 1.3 SLOPES OF BANKS OF RETENTION/DETENTION PONDS SHALL BE CONSTRUCTED NOT STEEPER THAN 4H:1V FROM TOP OF BANK TO TWO FEET BELOW THE CONTROL ELEVATION. 1.4 SOD SHALL BE PLACED FOR A 1-FOOT WIDE STRIP ADJOINING ALL CURBING AND AROUND ALL INLETS SOD SHALL BE PLACED BEFORE SILT BARRIERS ARE REMOVED. 1.5 THE CONTRACTOR WILL STABLIZE BY SEED AND MULCH, SOD. OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTILITY SYSTEMS AND PAVEMENT AREAS. CONTRACTOR SHALL MAINTAIN SUCH AREAS UNTIL FINAL ACCEPTANCE BY OWNER. CONTRACTOR TO COORDINATE WITH OWNER REGARDING TYPE OF MATERIAL, LANDSCAPING AND IRRIGATION REQUIREMENTS. SECTION 2 PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION: 2.1 SURFACE WATER QUALITY SHALL BE MAINTAINED BY EMPLOYING THE FOLLOWING BEST MANAGEMENT PRACTICES IN THE CONSTRUCTION PLANNING AND CONSTRUCTION OF ALL IMPROVEMENTS. 2.2 WHERE PRACTICAL, STORMWATER SHALL BE CONVEYED BY SWALES. 2.3 EROSION CONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING: A. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM LOCATION. B. STORMWATER INLETS SHALL BE PROTECTED DURING CONSTRUCTION AS SHOWN IN FIGURES 3 AND 4. PROTECTION MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL DURING THE VARIOUS STAGES OF INLET CONSTRUCTION. SILT BARRIERS SHALL REMAIN IN PLACE UNTIL SODDING AROUND INLETS IS COMPLETE. 2.4 HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT Ol, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES, HAY BALES OR SILT SCREENS AROUND, AND SEDIMENTSUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL. GREASE OR LUBRICANTS. CONTRACTORS SHALL HAVE AVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLS AS SOON AS POSSIBLE AFTER OCCURRENCE 2.5 SILT BARRIERS, ANY SILT WHICH ACCUMULATES BEHIND THE BARRIERS, AND ANY FILL USED TO ANCHOR THE AiRR1ERS SHALL BE REMOVED PROMPTLY AFTER THE END OF THE MAINTENANCE PERIOD SPECIFIED FOR THE BARRIERS. 2.6 WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FROM ENTERING A LAKE OR WALE, A TEMPORARY SEDIMENT SUMP SHALL BE CONSTRUCTED, AS SHOWN IN FIGURE 6. THE TEMPORARY SEDIMENT SUMP MALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP. 3.1 WIND EROSION SHALL BE CONTROLLED BY EMPLOYING THE FOLLOWING METHODS AS NECESSARY AND APPROPRIATE: A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. B. AS SOON AS PRACTICAL AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BE VEGETATED. C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH FOOT INDEX 102, EXCEPT THE MINIMUM HEIGHT SHALL BE 4 FEET. WVA'a fteff-MW ■ i • N (aAINAGE/POND BUILDING CLUB,H"OUSE PARIKffNNG A/C PAD ONE-STORY MASONRY BUILDING N N N N N N N 6 DEMOLITION NOTES (IF NECESSARY): 1. CONTRACTOR SHALL SUBMIT DEMOLITION SCHEDULE TO OWNER PRIOR TO PROCEEDING WITH DEMOLITION ACTIVITIES. 2. EXTENT OF SITE CLEARING IS SHOWN ON DRAWINGS. 3. SITE DEMOLITION WORK INCLUDES, BUT IS NOT LIMITED TO: A) ROADWAY B) DRAINAGE AREA C) SITE UTILITIES D) LANDSCAPING 4. CONDUCT SITE DEMOLITION OPERATIONS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, AND OTHER ADJACENT OCCUPIED OR USED FACILITIES. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION. 5. PROVIDE PROTECTION NECESSARY TO PREVENT DAMAGE TO EXISTING IMPROVEMENTS INDICATED ON PLAN 'EXISTING TO REMAIN." 6. RESTORE DAMAGED IMPROVEMENTS TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO PARTIES HAVING JURISDICTION. 7. REMOVE WASTE MATERIALS AND UNSUITABLE AND EXCESS TOPSOIL FROM PROPERTY AND DISPOSE OF OFF SITE IN A LEGAL MANNER. 8. LOCATE EXISTING ABOVE GROUND AND UNDERGROUND UTILITIES IN AREAS OF WORK IF UTILITIES ARE TO REMAIN IN PLACE, PROVIDE ADEQUATE MEANS OF SUPPORT AND PROTECTION DURING DEMOUTION OPERATION. 9. SHOULD UNCHARTED, OR INCORRECTLY CHARTED, PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION. 10. DEMOLISH AND COMPLETELY REMOVE FROM SITE MATERIAL INDICATED ON PLAN OR NOTES "TO BE REMOVED' 11. PROTECT STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, WASHOUT AND OTHER HAZARDS CREATED BY THE DEMOLITION OPERATION. 12. FOR SELECTIVE CLEARING REFER TO LANDSCAPE PLAN. 13. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EXISTING CONDITIONS OR BETTER. FURTHERMORE CONTRACTOR SHALL PROVIDE TO ENGINEER PHOTOGRAPH OF PRE -CONSTRUCTION CONDITIONS AND POST -CONSTRUCTION CONDITIONS AS NOTED ON PLANS. 14. CONTRACTOR SHALL MAINTAIN STORMWATER MANAGEMENT SYSTEM TO INSURE NO DAMAGE TO ADJACENT PROPERTIES OCCURS DURING 100-YEAR STORM EVENTS. u 0 CHAIN LIfJjf FENCE OWNER/AGENT CERTIFICATION / THIS SIGNATURE INDICATES THAT THE OWNER/AGENT IS AWARE OF THE MAINTENANCE OF THE EROSION 1.9' PROTECTION THAT IS ASSOCIATED WITH THE PROJECT DURING CONSTRUCTION, AND ASSURES THAT ALL MEASURES REQUIRED DURING CONSTRUCTION SHALL ' BE IMPLEMENTED. SIGNATURE WILLIAM GINGHAM ., RENTED NAME I m 00 r) m K) r �� I 1 FOUND 4'x CO CRETE MONUMENT (TOP N) �1 AIN LINK FENCE 1.3'� ! 71 52 � N STT KED 0 63 -4 NOTE: REFER TO THE PLANS FOR THE PO LAYOUT AND GRADES. GATE BUILDING 10.00' DRAINAGE AND LANDSCAPE ONE-STORY EASEMENT(P) MASONRY BUILDING 1 2 n14 P Driftwood Subdivision Phase V PHASE 1 �� (Plot Book 62, Page 71) Basswoo Circle / TRACT ' (INGRESS/EGRESS AINAGE AND UTILITY EAS NT) 14 10.00' DRAINAGE4 5 AND LANDSCAPE EASEMENT(P) CONCRETE MONUMENT DATE 0 W x 43 v� DEWATERING NOTES: 1. DURING THE EXCAVATION OF THE STORMWATER PONDS, THE CONTRACTOR MUST CONSTRUCT A SEDIMENT BASIN TO PROVIDE A DISCHARGE POINT FOR DEWATERING. THE SEDIMENT BASIN CAN BE CELL IN THE PROPOSED EXCAVATION AREA OF A POND OR IT CAN BE A BERMED AREA ABOVE GROUND. ALL DEWATERING MUST BE HELD IN THE T SEDIMENT AREA UNTIL THE WATER IS CLEAN SUCH THAT THERE WOULD BE NO TURBID DISCHARGE AFTER THE WATER IN THE SEDIMENT BASIN IS CLEAN, THE WATER MAY BE l l RELEASED INTO THE ON -SITE WETLANDS PROVIDED THERE IS NO ADVERSE IMPACT TO THE EXISTING WATER QUALITY. 2. UNDER NO CIRCUMSTANCES WILL THE DISCHARGE FROM THE DEWATERING BE DIRECTLY INTO ON -SITE WETLAND. 3. DURING THE EXCAVATION THE CONTRACTOR SHALL NOT PENETRATE THE EXISTING CLAY LAYER. IF THE CONTRACTOR ENCOUNTERS THE CLAY LAYER, HE/SHE IS TO PLACE C)A MINIMUM OF 2 FEET OF SANDY MATERIAL OVER THE CLAY AND TERMINATE THE DEPTH OF THE EXCAVATION. 4. IF CONTRACTOR ENCOUNTERS SILTY/CLAY SAND, WHICH CAUSE THE WATER TO BECOME TURBID, HE/SHE SHALL TREAT THE SEDIMENT BASIN WITH CHEMICAL ADDITIVE SUCH AS ALLUM IN ORDER TO PROMOTE THE COAGULATION OF THE PARTICLES WHICH ALLOW THE TO SETTLE AND THE WATER TO BECOME LESS TURBID. IF TURBID WATER q ENCOUNTERED DURING EXCAVATION OF THE PONDS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD IMMEDIATELY TO DETERMINE THE COURSE OF ACTION THAT IS APPROPRIATE TO ELIMINATE THE TURBITY AND ALLOW DISCHARGE THAT MEET WATER QUALITY STANDARDS. 5. THE CONTRACTOR SHALL SEQUENCE: THE EXCAVATION OF THE STORMWATER PONDS SUCH THAT A SEDIMENT BASIN WILL BE AVAILABLE AT ALL TIMES. THE SEDIMENT BASIN CAN BE RELOCATED AS NECESSARY SUBJECT TO THE WATER WITHIN THE SEDIMENT BASIN BEING NON -TURBID AND ACCEPTABLE FOR DISCHARGE OFF -SITE BEST MANAGEMENT PRACTICES: THIS PLAN HAS BEEN PREPARED TO ENSURE COMPLIANCE WITH APPROPRIATE CONDITIONS OF LOCAL, STATE, AND FEDERAL REGULATIONS. THE PLAN ADDRESSES THE FOLLOWING AREAS: 1. GENERAL EROSION CONTROL 2. PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION. 3. CONTROL OF WIND EROSION. THE VARIOUS TECHNIQUES OR ACTIONS IDENTIFIED UNDER EACH SECTION INDICATE THE APPROPRIATE SITUATION WHEN THE TECHNIQUES SHOULD BE EMPLOYED. ALSO IDENTIFIED r 1 IS A CROSS-REFERENCE TO A DIAGRAM OR FIGURE REPRESENTING THE TECHNIQUE. IT SHOULD BE NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN ARE ONLY SUGGESTED I�C`II BMP(S). THE CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN FOOT INDEX #100 AND AS NECESSARY FOR EACH SPECIFIC APPLICATION. POND RECONFIGURATION: 1. CONTRACTOR SHALL ADHERE TO RECOMMENDATIONS SET FORTH BY THE GEOTECHNICAL ENGINEER. I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN A IN COMPLI CE WITH CHAPTER 16, SECTION 1609 OF THE 010 FLORIDA BUI ING C FOR 150 MPH ULTIMATE DESIGN WIND PEED (RISK CAT 0 1) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDINP CODE, RESID NTIAL DO NOT SCALE DRAWINGS EGI-ENGINEERING GREAT IDEAS, C William H. Roberts, P.E The contractor shall verify all plans and existing dimensions 1906 W. Thonotosasso Road and conditions on the job site and shall immediately notify Suite 2 the engineer in writing of any discrepancies before Plant City, Florida 33563 proceeding with the work or be responsible for same. P.E. #42712 6- 1 TEL (813) 752-7078ails: Emrroberts.egi®gmail.com trautwein_clem®outlook.com CA #29098 T VALID EOTRESFAL oR srNMI �■■■■■■M �■■■■■■■� ■■■■■■■■■ ■■ ■■ ■■ "ME • ■■ ■■ ■■ ■■ ■■ ■■ ■■■■■■■■■ � �iIN - ■ ■I I■ ■� �■ ■� IN ■ 1■ 1 1 DRAWN CLEM TRAUTWEIN SCAM- 1 "=30' CHECKM do APPROVED CET 6-2-15 C> 4574 SHEET 5 OF 21 i ti i i I DRAWN CLEM TRAUTWEIN SCALE: NOTED CHECKED & APPROVED CET 6-2-15 Cl 4574 SHEET 6 OF 21 1 11 1 1 1JL II 1' I I ' W cl�) z Cltf of N W z I z I Cl) f �-- W E -� F= 1 F- a- I r �• Cf) ' z UO X I Ld X I l ,,Ib ,5 PA T Y M NHOLE , BOUNTY IME EXIST. M H 8' �C(S) EL, 106.41' I L- - - - _ - - - - _ // EXISTING - _.__._ TOP EL. 116.40 ; N. I NV. 107.45 I I BENCHMARK (ND/FLASHER IN ASPHALT S . I N V.10 7.3 5 � *lo' LIlEROCK ROAD NORTH 15.00'(D) NOT INCLUDED -- ----•-------- -- -- -- -------•--•-- -- - -- -- -- -- -- _ PHASE 2- ER� - - - --- ------_---- E> STING _ m I , FOUND 1/2' IRON RODS- R O P O S W C I I I I ' I I V' 11 STA.7+85.7, �- B RYC WAY / W �I AX i Bs ry o z_ I Ln I 63'-4' 5'Ld N Ld w I zW� �' NOT INCLUDED !-'�' 1� 34' N I 1 1 00 ' �I N 1 OIL 00 00 S. F. p II y zII J I , 1 �I I _ w STA.1 +64.00 ' L`' ,II LI LY LANE PHASE 2 `� 't tt N89_55'24"ECONCRETE _ -_ - -- _ ' - - PHASE -- -'� ' �9� _ PH TBM TOP OF I I i 150'-8"- % SACKED I ZI EXIST. M H TOP ' TEL N AULT EL. 1 1 1.53 I l a �, 63', 4" N P, 0 63'-4„ N N. INV.104.80 , 1 1 r N 0. N �� 1 S. I NV.104.75ANITA Y E n= N 7 TO E. - 8' PVCCN, N , ;2 1- �� / 16-' � 1 " N I s AC RISER 1 7 1 w �I W of oI I CLUB OUSE cy ' N / 21 21,_4» 2 4„ �22' I PAR G - � 9 i.2 21-4 I m I ! I HEAVEY DUTY R REA. - / I I T� (\n Al." / 6 N 0 1 EAST 2 _ _ �� ----- - YCELIN --- -WAY ----- ----- • • U1, I G I fl EXIST. MH TOP EL.102.20 I N. INV.94.16 S . INV. 9 4.10 SANITARY MANHOLE TOP EL, 101.27' 8' PVC(N) ELI 101.23' MIAMI CURB -STAtKfV_ D II ' _ J , II �� , ,� , • n r. MIUM • All n 1 . 1 1 1 , 1 BUILDINGS WITHIN PHASE N0.1 24' 12' 12' 2' 1 10' 10' 1 2' ft GRADE REFERS TO THIS POINT-\, 2.0% 1 1 /2" S-1 OR S-3 MEDIUM DUTY 2" S-1 OR S-3 HEAVY DUTY w 6" LIMEROCK BASE - Z 12" STABILIZED SUBBASE MEDIUM DUTY WHERE NOTED -' I FOR MEDIUM AND HEAVY 8" LIMEROCK BASE - w DUTY. HEAVY DUTY WHERE NOTED Z w U TYPICAL SECTIONS 6" NOTES: 63'-4" 24 d' N 1 I N p N � 'Cr STA.6+04.68 N BRYCELIN w N 2 N 63'-4" ST KED CHAIN LINK FENCE O 100 m o' GO FOUND 41x4' MONUMENT BR N) M I ;CRETE AIN LINK FENCE 1.3' 2.2'-� 2 v 0 I' �V 10.00' DRAINAGE ' 3 AND LANDSCAPE ONE-STORY EASEMENT(P) MASONRY BUILDING I� 1 2 ' " r 11111AZI" I PHASE 1 DRAINAGE' POND ;� BRYCELIN W Y ------ lid ,1 j 10.00' DRAINAGE45 10 ` AND LANDSCAPE 4 EASEMENT(P) I Driftwood Subdivision Phase V (Plat Boole 62, Page 71) Eas+ woo Circle TRACT (INGRESS/EGRESS AINAGE AND UTILITY EAS ENT) F CEM I W' • GATE % o 0 44 FOUND 4'x4' CONCRETE MONUMENT rMASOVY E-STORY BUILDING A/C PAD A/C PAD STORY ONE-STORY MASONR f BUILDING MASONRY BUILDING i 43 16 15 14 13 12 11 10 9 8--7--� VI Driftwo d Phase I -A (Plat oa 32, Page 98) 1. TYPE S-1 OR S-3: ASPHALTIC CONCRETE WITH MINIMUM STABILITY OF 1500 lbs. CONPACTED TO AT LEAST 96% OF THE MAXIMUM LABORATORY DENSITY. 2. BASE COURSE: LIMEROCK HAVING A MINIMUM LBR OF 100 AND COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR WITH A MAXIMUM DRY DENSITY (ASTM D-1557). 3. SUBBASE: IN -SITU SOILS COMPACTED TO AT LEAST 98% OF THE MODIFIED PROCTOR WITH A MAXIMUM DRY DENSITY (ASTM D-1557). 4. SIDEWALK CONNECTIONS SHALL INICLUDE CROSS WALKS AND INTERSECTIONS WITH TRUNCATED DOMES. 5. STOP BARS AND STOP SIGNS, PEDESTRIAN CROSSWALK, MUTCD COMPLIANT. DETECTABLE WARNING DEVICES ( BOTH SIDES OF THE ENTRANCE DRIVE). 6. IF AN ENTRANCE SIGN IS INSTALLED SHALL COMPLY WITH, THE SIGN ORDINANCE #870-04. 7. PHASE 2 WILL BE ROUGH GRADED AND SEEDED WITH A FAST GROWING MIXTURE OF HAY AND GRASS TO HELP KEEP EROSION TO A MINIMUM. TYPE 4 RURAL ROAD SECTION SPEED LIMIT: MIN. 15 MPH I POSTED; 15 MPH MEDIUM DUTY ROAD AREAS 1 1 /2" MILLED ASPHALT X 0.44 = 0.66 6" LR (LBR 100) X 0.18 = 1.08 12" STABILIZED SUB -BASE 0.08 = 0.96 STRCUTURAL NO. = 2.70 HEAVY DUTY ROAD AREAS 2" MILLED ASPHALT X 0.44 = 0.88 8" LR (LBR 100) X 0.18 = 1.44 12" STABILIZED SUB -BASE 0.08 = 0.96 STRCUTURAL NO. = 3.28 1 HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANC WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUI ING FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CA OR 1) ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENT DO NOT SCALE DRAWINGS EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. The contractor shall verify all plans and existing dimensions 1906 W. Thonotosassa Road and conditions on the job site and shall immediately notify Suite 2 the engineer in writing of any discrepancies before Plant City, Florida 33563 proceeding with the work or be responsible for same. P.E. #42712 6- -15 Emails: rroberts.egi@gmail.com trautwein-clem®outlook.com TEL (813) 752-7078 CA 29098 AT # (NOT V SEAL OR FOR SOR ST 0 5 O q a '.■■■■■■, :: . ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ • ■■ ■■ • ■■ ■■ T ■■ ■■ _ ■■ ■■ ■■ ■■ - _ - ■■ ■■ ■■ ■■' ■■ . No ■■ No _ ■■ ON ■■ ■■ ■■■■■■■■■ _ ■ IN�■ IN '■ ■� IN ■ IN IN IN IN ■■■■■■■■■ ■■■■■■■■■ • DRAWN CLEM TRAUTWEIN SCAM- 1 "=30' CHWMM & APPROVED CET 6-2-15 C 14574 i SHEET 7 OF 21 I I II ! 1 1 1 1 1 II 1 I 1' IL_ I I I I I I' I ICI I'�I D RAI NAG E N OTES 1. ALL STORMWATER RUNOFF FROM THIS SITE SHALL BE VISUALLY MONITORED DURING CONSTRUCTION BY THE CONTRACTOR TO ASSURE WATER QUALITY AND QUANTITY ARE GENERALLY MAINTAINED TO THE PRE -DEVELOPMENT LEVELS. THE FOLLOWING SHALL BE USED TO ACCOMPLISH MITIGATION OF ADVERSE QUANTITY AND QUALITY IMPACTS TO OFFSITE PROPERTIES DURING CONSTRUCTION: A. DRAINAGE SWALES AND RETENTION SHOULD BE ROUGH CONSTRUCTED FIRST TO AVOID ANY INCREASE IN RUNOFF DUE TO THE CONSTRUCTION. B. TEMPORARY EROSION AND SEDIMENT CONTROL STRUC- TURES SHALL BE INSTALLED TO PROTECT EXISTING DRAINAGE SYSTEMS AND WATER QUALITY DURING CONSTRUCTION. C. WHERE WORK IS PERFORMED IN A WATER COURSE OR WATER BODY, SILT CURTAINS AND SILT SCREENS SHALL BE USED TO CONTROL SILTATION AND TUR- BIDITY. D. DISTURBED AREAS AS A MINIMUM REQUIREMENT SHALL BE SEEDED AND MULCHED. E. IF SPECIAL CONDITIONS EXIST REQUIRING UNANTI- CIPATED MEASURES TO CONTROL STORMWATER RUNOFF, THESE MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE. F. THE SYSTEM IS TO BE INSPECTED ON A WEEKLY BASIS AND AFTER ANY RAINFALL EVENT OF ONE-HALF INCH OR GREATER. G. THE OPERATION AND MAINTENANCE INSTRUCTIONS DURING CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH REGULATORY AGENCY PERMIT REQUIREMENTS. 2. THE GRADING OF THE LAST SIX (6) INCHES OF THE RETEN- TION AREAS SHALL BE THE LAST CONSTRUCTION ACTIVITY. 3. PIPE LENGTHS ARE APPROXIMATE AND MAY REQUIRE MINOR ADJUSTMENTS IN THE FIELD. 4. THE CONTRACTOR IS TO VERIFY LOCATIONS AND ELEVATIONS OF ALL OUTFALLS BEFORE CONSTRUCTION, AND IF FOUND TO BE INADEQUATE, SHALL NOTIFY THE ENGINEER. 5. THE CONTRACTOR SHALL CONSTRUCT ALL DRAINAGE STRUC- TURES IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFI- CATIONS FOR ROAD AND BRIDGE DESIGN. 6. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH RUBBER GASKET JOINTS. 7. OPERATION AND MAINTENANCE INSTRUCTIONS: A. THE STORMWATER MANAGEMENT SYSTEM SHALL BE PER- IODICALLY INSPECTED DURING STORMS TO DETERMINE THAT IT IS OPERATING PROPERLY. INSPECTIONS SHOULD ALSO BE MADE WHEN THE SYSTEM IS DRY. B. ANY BROKEN PIPES OR DAMAGED INLETS MUST BE RE- PAIRED OR REPLACED. ANY DEBRIS CLOGGING SAME SHALL BE REMOVED AS NECESSARY. C. THE RETENTION AREA SHALL BE PERIODICALLY CLEANED OF DEBRIS OR SILTATION AS NECESSARY. D. SWALES AND DITCHES SHALL BE CLEANED AS REQUIRED TO MAINTAIN FLOWS AND RESODDED WHEN NECESSARY. E. THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF THE VEGETATION IN RETENTION AREAS, SWALES, AND DITCHES. �! w �I z Or of ' -J w I z I w zI 001 H • f- 0-1 V ' z Cn O w UJ U wS 0-1 Or I I BOUNTY E SANITARY AN OLE I I EXIST. MH . P K °s� E 1 1 'ai' I L- -- - -- -- -- -- - -- -- -- -- - -- EXISTING_. TOP EL.119' A I ; N. INV.107.45 I I SENC(# 1 SET NAIL AND FLASHER IN ASPHALT S. INV.107.3' t10' LIMEROCK R ItTH i5.00'CD) NOT I N CLU D _ ZnE TtN_ ;-FOUND 1/2' IRON ROD PROPOS W I1`1 I in B C9 - � I J I w I ' J0 5' V� N o ' w z' OI 5� N i w X I �) e I I �� 110.50 w w! NOT INCLU NOTE: W ; i '� 112.5 N 3 RG IN P STANDS = Q I I I FO OUGH GRADE AR to I I R QI i 0° I 1 .50 I>0 N I I I POOL 1600 o I 4 Z v i1 I N i i 111. 111.5 110.50 110.50 106.5 ' >� PHASE � -IrUS� G�CRETE N TBM TOP OF _ ---- _,� - - -- - -- - - - --- - - EXIST. MH TOP I � EL. 111.53 I I J 631, 4$1 p N. INV.104.80 , , NN O. I 63'-4" 1 N � � a S. INV.10hsAj1iARY I 7 TOP Et1 8' P Ci( (N) E', 1 .7 ' ' I = I = / I I 1 N B' P� E 1 .6 I 111.0 111.0 j /1 16- 6 -4„ 06.5 ' . I _ I 110.00 I 105.50 ryI I N I N i i = of 105.70 I CLUB USE/ 21'-4 21'- 21'-4" 21'-4" 4" /22' I PAR G 00 N 100 I01 l 9.4 ' � 109.00 � 109.00 I 100 10 N, I M O I N ! �' �' 1 NV. .o0 6 EXIST. i FIRE EXIST. MH TOP EL.102.20 ; N. INV.94.16 S. INV.94.105ANITARY MANHOLE TOP EL! 101.27' 8' PVC(N) ELF 101.23' WA FOR FA 10101FOAF rffA W, OAF Zr MAP I 4' WATER ASSEMBL A/C PA A/C PAD V 1 96.37' OF 15'• RCP O 0.509E INLET NO. 1 STa0+12.20-LILY LANE M. 105.38 INV• 104.50 ONE-STORY MASONRY BUILDIN fNLEr NO. 2 M. 107.09 INN. 104.20-15' INV. 104.00-18'- BUILDINGS WITHIN PHASE NO.1 INLET 1�0 3 W- srA.2+44. ;5 a INV. 100.50 iD 0 q WUM t1 DRAINAGE/POND I'-STORYI I S YZ.� ' MA IYJBUILIING p/C PAD A/C PAD I I MA Y BUILDI I ONE-STOR MASONRY BUIL DING 19 18 1 16 15 14 13 12 11 Driftwood Phase IV- lat Book 32, Page 98) 1. To BE CONSTRUCTED ON RETENTION SIDE OF CONTROL STRUCTURE 2. FABRICATED FROM SHEET ALUMINUM. MOUNT WITH 3 - 3/11' d. NAILS EQUALLY SPACED (BOTH SIDES). a C& _ o • �D e a. `3/6- ALUMINUM SKIMMER 5'-0` T.O.B. EL 105.00 CREST EL104. DESIGN HIGH WATER ELEVATION 10436 T 4- 3/6` ALUMINUM SK6AMER 4'-0' SKIMMER CREST EL 104.00 a OUTFALL SIDE RETENTION SIDE Ir MIN. �e CONSTRUCT CONC. SPILLWAY w/ 3000 PSI - 6 x 6 #10 WWM CONCRETE SPILLWAY SHED 3 -4 24 CHAIN LINK FENCE 1 ,a I _I = d 0Dco c) - 0m N _ M OD' FOUND 4' CONCRETE MONUMENT In (TOP OKEN) N Cl)' 1. IN LINK FENCE E N 20, 0' :t 3 DRAINAGE >- AND LANDSCAPE ONE-STORY N EASEMENT(P) MASONRY BUILDING c a � 2 2 N Driftwood Subdivision Phase V ' PHASE 1 ' (Plot Book 62, Page 71) 8, S gTdArircle (INGRESS/E S DRAINAGE AND 3' ITY EASEMENT) oc I10.00, RAIA� AND NDSCAPE EASIIIIII$$$$$$M NT(P) 1 W t10 I } W `'AT 44 A a FO&D 4'x4- CONCRETE MONUMENT O -STORY MASER Y BUILDING 43 10 9 8 \ I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIAI WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA B FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CA ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CO RESIDENTI DO NOT SCALE DRAWINGS EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. The contractor shall verify all plans and existing dimensions 1906 W. Thonotosassa Road and conditions on the job site and shall immediately notify Suite 2 the engineer in writing of any discrepancies before Plant City, Florida 33563 proceeding with the work or be responsible for same. P.E. #42712 Emails: rroberts.egiCa?gmail.com trautwein-clem®outlook.com TEL (813) 752-7078 DATE CA #29098 ( WITHOUT FOR O q Nrad" ■■■■■■■� ■■■■■■■■■ ■■ "■■ ■■ No ■■■■■■■■■ 1 �I ■■■■■■■■■ • 1 J DRAWN CLEM TRAUTWEIN SCALE: 1 "=40' CHECXED & APPROVED CET 6-2-15 C> 4574 SHEET (9OF 21 ..I �f , �1 _ I 1 I I I I L-L 1 11 n If_ _1 [' 1 ' 1 D RAI NAG E N OTES 1. ALL STORMWATER RUNOFF FROM THIS SITE SHALL BE VISUALLY MONITORED DURING CONSTRUCTION BY THE CONTRACTOR TO ASSURE WATER QUALITY AND QUANTITY ARE GENERALLY MAINTAINED TO THE PRE -DEVELOPMENT LEVELS. THE FOLLOWING SHALL BE USED TO ACCOMPLISH MITIGATION OF ADVERSE QUANTITY AND QUALITY IMPACTS TO OFFSITE PROPERTIES DURING CONSTRUCTION: A. DRAINAGE SWALES AND RETENTION SHOULD BE ROUGH CONSTRUCTED FIRST TO AVOID ANY INCREASE IN RUNOFF DUE TO THE CONSTRUCTION. B. TEMPORARY EROSION AND SEDIMENT CONTROL STRUC- TURES SHALL BE INSTALLED TO PROTECT EXISTING DRAINAGE SYSTEMS AND WATER QUALITY DURING CONSTRUCTION. C. WHERE WORK IS PERFORMED IN A WATER COURSE OR WATER BODY, SILT CURTAINS AND SILT SCREENS SHALL BE USED TO CONTROL SILTATION AND TUR- BIDITY. D. DISTURBED AREAS AS A MINIMUM REQUIREMENT SHALL BE SEEDED AND MULCHED. E. IF SPECIAL CONDITIONS EXIST REQUIRING UNANTI- CIPATED MEASURES TO CONTROL STORMWATER RUNOFF, THESE MEASURES SHALL BE IMPLEMENTED AS SOON AS POSSIBLE. F. THE SYSTEM IS TO BE INSPECTED ON A WEEKLY BASIS AND AFTER ANY RAINFALL EVENT OF ONE-HALF INCH OR GREATER. G. THE OPERATION AND MAINTENANCE INSTRUCTIONS DURING CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH REGULATORY AGENCY PERMIT REQUIREMENTS. 2. THE GRADING OF THE LAST SIX (6) INCHES OF THE RETEN- TION AREAS SHALL BE THE LAST CONSTRUCTION ACTIVITY. 3. PIPE LENGTHS ARE APPROXIMATE AND MAY REQUIRE MINOR ADJUSTMENTS IN THE FIELD. 4. THE CONTRACTOR IS TO VERIFY LOCATIONS AND ELEVATIONS OF ALL OUTFALLS BEFORE CONSTRUCTION, AND IF FOUND TO BE INADEQUATE, SHALL NOTIFY THE ENGINEER. 5. THE CONTRACTOR SHALL CONSTRUCT ALL DRAINAGE STRUC- TURES IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFI- CATIONS FOR ROAD AND BRIDGE DESIGN. 6. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH RUBBER GASKET JOINTS. 7. OPERATION AND MAINTENANCE INSTRUCTIONS: A. THE STORMWATER MANAGEMENT SYSTEM SHALL BE PER- IODICALLY INSPECTED DURING STORMS TO DETERMINE THAT IT IS OPERATING PROPERLY. INSPECTIONS SHOULD ALSO BE MADE WHEN THE SYSTEM IS DRY. B. ANY BROKEN PIPES OR DAMAGED INLETS MUST BE RE- PAIRED OR REPLACED. ANY DEBRIS CLOGGING SAME SHALL BE REMOVED AS NECESSARY. C. THE RETENTION AREA SHALL BE PERIODICALLY CLEANED OF DEBRIS OR SILTATION AS NECESSARY. D. SWALES AND DITCHES SHALL BE CLEANED AS REQUIRED TO MAINTAIN FLOWS AND RESODDED WHEN NECESSARY. E. THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF THE VEGETATION IN RETENTION AREAS, SWALES, AND DITCHES. �I �l 1 �I �I w Of al CD ? Of U, wl 0. 0 XI Z w Ni XI O. QI w U w� ,.• al I , SANITA;2Y AN IDLE ; ' BOUNTY LA E , nP EXIST. MH . P C3 E 1111. '41 ( L- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- --------- -- -- -- --- ----- EXISTING - TOP EL.1 1 46 ; t BENCHMARK * 1 N. INV.107.45 ( I SET NAIL AND FLASHER IN ASPHALT S. INV.107.3 ' *10' LIMEROCK H 15.1l NOT INCLUDEP �_T - - - - - - - - - - - - - - - ---------- IRON ROD - PROPO B �0 z_ of 1 -A, 63 - U �; • ' J� 5' zl �I of ~' Z w x1 a; RG 110.5 0 WI ° I '�� X `''' I U W I 112.5 I a., NOT INCLU NOTE: W 3 � ^��' I I RG IN P STANDS - Q I Q O� TBM TOP OF EXIST. MH TOP I EL.1 11.53 N. INV.104.80 ; S. INV.10hsA�;15 TOPE e' Pii((CCN) E'� 8' PV�LSI E� �L Q It � 1 I= I� I EXIST. FIRE _ HYDRf EXIST. MH TOP EL.102.20 ; N. INV.94.16 S. INV.94.1 OSANITARY MANHOLE TOP ELF 10127' 8' PVC(N) EL: 101:23, G III u M NEW 00:0, L1$.79 p. o 4' WATER ASSEMB I A/C PA A/C �P,AD V 1 96.37 OF 15 RCP O 0.50X A�r INLET N0. 1 %STA.0+12.20-LILY LANE M. 105.38 INV• 104.50 ONE-STORY MASONRY BUD.DINfkLEr 140. 2 M. 107.09 INV. 104.20-15' INV. 104.00-18'- BUILDINGS WITHIN PHASE NO.1 FO OUGH GRADE AR LOi O ,1 • 1 '1 1 Z !1 10.50 106.5 ' C51 INLET 00.pg3 W. 103.80 75 INV. 100.50 4"i!21'-4"]i2y I 1 1 1 1 I 1 10� 5.70� 1 1 1-e 1 r N -4„ 06.50 )5.50 B USE/ KfNG f. 20 , .00 6 WCIING y4/C PAD A/C PAD ONE-STOR MASONRY BUIL DING 15 14 13 12 Drift IV - tot Ph se IV - la tt Book 32, age 98) i0 0 OD DRAINAGE/ POND 1. TO BE CONSTRUCTED ON RETENTION SIDE OF CONTROL STRUCTURE Z N� E FROM LY SHEET ED (BOTH SIDES). MOUNT WITH 3 - 3/8' d. a • 0° e 4k , 4 / `3/8- ALUMINUM SKIMMER mil/ 5•_O• T EL104. T.O.B. EL 105.00 CRES DESIGN H 6• WATER ELEVATIONI�104.36 4' 3/8• ALUMINUM SIMMER 4'-W SKIMMER CREST EL 104.00 a OUTFALL SEE RETENTION SIDE 12' MIN. a .a A • J. CONSTRUCT COW. SPILLWAY W/ 3000 PSI - 6 x 6 /10 Will CONCRETE SPILLWAY 10 C SHED 63'-4" 10.00'RAINA6E AND NDSCAPE EASg - Ill r {1q V1 co a 44 iiii-FOIND 4'x4' CONCRETE MONIMENT 43 I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPI. WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CO RESIDEN I DO NOT SCALE DRAWINGS EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. The contractor shall verify all plans and existing dimensions 1906 W. Thonotosasso Road and conditions on the job site and shall immediately notify Suite 2 the engineer in writing of any discrepancies before Plant City, Florida 33563 proceeding with the work or be responsible for same. P.E. #42712 _ TEL (813) 752-7078 DATE Emil rroberts.egi@gmail.com troutwein-clem@outlook.com CA #29098 (No D wlntour FOR s a ■■■■■ ■■� �■■■■■■■N ■■■■■■■■■ ■■ :: ■■ ■■ ■■ ■■ ■■ ■■ ■■ • 1 J DRAWN CLEM TRAUTWEIN SCALE: 1 ' =40' CHECKED & APPROVED CET 6-2-15 C14574 SHEET OF 21 11 - ! -- I I I - 1 1 - ! I I I I - I r 1_ I I ! 1 11 1 1 11 1 1 ■ I I!' li I I I , f N z ► �I of '� f' wl zzLLJ o- W f °� E —� I-- ' I— f- 1 n I XI w XI I n I ( ( I 1 I EXIST. MH TOP ELA 16.40 N I i! 1 Y LANE SP�IITA�Y M OLE , N. INV.107.45 S. P�/C<8 EL- 10166.41' _ __ __ __ _EXISTING RLW _ S. INV.107.35 8" TAPPING I I I SETHMARK # NAILD 1FLASHER IN ASPHALT -,�EL! I P_9'<N VJQ8) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FLANGE AND ' ' o _ t1D LIMERDCK ROAD \ NOT INCLUDED 2 0 , GATE VALVE. , ' w 571.14' 0 6" C900 NORTH 15.90'(> _ - ---- - ------------------ --- -- - ----- ---- 1 TAP BY CITY 0, FOUND 1/2' IRON ROD EXISTING R W UTILITIES. I I I ' I ---------------------- PROPOSED-RL---- w �!' 1—FIRE HYDRANT ASSEMBLY ,'' BSBL I :�IBSBL ' I zI lol �11 �11 Of CD LLJ 0 I (Z , �; 10I w ! I 0 1 Z! °-' W : NOT INCLUDED � ; I 35 1113 � ,1 W'I N ' 1 'cc Q ' ' ' I I POOL 0) 1600 S.F. 0 ' I I NO I MH N0.2 p l w 1 ) +42.00-4.40'RT. Z n,: ! ' IIMETAL ! _ 111.95 07.00 1; I PHASE o SHED "RIM. 2 I C�ICRETE32' 55 24 E OF 2" SCH 0 8 4 —— PHASE 1N89 :D I TBM TOP OF EXIST. MH TOP !( TEL P I L 4 X R U --------------------------- 2" B.O. ----------b METERS STACKED J U ELA 11.53 I; a ' 0 1 N. INV.104.80 ; ; _7F//// S. I NV.104.7,5ANIT YJ E I a 7, XNq 8' PVCT 8' PVC(Sj EL, IL03.7 ELF IL03. ( I O J , /1 23 Q Z W 00 17 P" EL RIM 111.89. I M In __�� ' • r 00�M„ � � all ��;,�� a I _ - . • Ir it �r LLJ1/ f • �� • - � . III •-. � � '' � = ��■� .. I• Ili �_� ,• � .• � • , • - •ll TAP BY CITd RIM. 110.07 DRAINAGE POND DRAINAGE PON! Ilk TA11111011112 . • - Q , • . , , ' � Jim 8" TAPPING GATE VALVE. � • FIRE .• HYDRANTA/C PAD ■ �� •RY A/C PAD r O• �9 , • -PAD ONE-STORYONE-STORY MASONRY STA. 1+574,2-8 BUILDING •� • ,R!•• EXIST. MH I z Ld TOP EL.102.20 ; 0 N. INV.94.16 S. INV. 9 4.10 SANITARY MANHOLE TOP ELI 101.27' 8' PVC(N) EL I 101.23' _ INSTALL A DOG HOUSE 1 MANHOLE, NO. 1 RIM. 107.45f INV. S 101.26 EX. I INV. E 102.60 (Plat ook 32, Page 98) WATER INFORMATION ON SITE IPHASE 2 CONSTRUCTION 818.59' SAY 840' OF 6" PVC PHASE TWO OFF SITE WATER 157' — SAY 180' OF 4" PVC 30' OF PVC WATER MAIN TO EAST. 1-6X4" TEE DOUBLE SERVICES-7 SINGLE SERVICES —2 572'f OF PVC WATER MAIN TO WEST 4-6" GV 6" TEE 1-4" GV VARIOUS FIELD BENDS 3-6" GV 1-4"X2" REDUCER TRUSS BLOCKS PER CODE 1-6"X2" REDUCER 1-2" BO BY CITY UTILITY DEPART. 2" B. O 1—FIRE HYDRANT ASSEMBLY 2-8" TAPPING SLEEVES 1-6" PLUG PHASE ONE 2-6" GV TRUSS BLOCKS PER CODE 1—FIRE HYDRANT ASSEMBLY TRUSS BLOCKS PER CODE DOUBLE SERVICES-7 SINGLE SERVICES —3 (0 1W SHED -1.0' CHAIN LINK FENCE 1.9' 01M m I I 00 �o °° L0 0 z�- o' 00I FOUND 4'x4' CONCRETE MONUMENT I Uj (TOP BROKEN) I M' 1.3' CHAIN LINK FENCE I PLASTIC FENCE _ Cu(1.1 0' MH NO.6 © STA. + 1— T. RIM. 10 9.5 0 !1 10.00' DRAINAGE AND LANDSCAPE ONE-STDRY INV.SW 106.65 2.3N--1 3 EASEMENT(P) MASONRY BUILDING INV.N 106.70 0 1 2 32 I \,METERS ;D J SACKED i Driftwood Subdivision b0 -1 ------------------ , -- — PHASE 2 ----- Phase V PHASE 1 (Plat Book 62, Page 71) .8' mot- Basswoo Circle STA.5+46.84-5.08'RT. TRACT ' (INGRESSEGRESS D AI AND UTILITY EAS NT)T) RIM. 109.50 3 INV.W 105.92 INV.NE 106.40 END OF PHASE 1 14.9 I10.00' BRAINAGE45 AND LANDSCAPE EASEMENT(P) o F, GATE N a 0 44 E� A/ H FOINlD 4'x4' CONCRETE MONUMENT BUILDING 11 1 10 1 9 1 8 SANITARY INFORMATION 916.79' OF 8" PVC, SAY 920'f 530'f OF 4" PVC MANHOES 7 DOUBLE SERVICES — 13 SINGLE SERVICES — 8 MANHOLE 5 IS THE END FOR PHASE 1 CONSTRUCTION. DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail.com trautwein_clem®outlook.com 43 1 HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANC WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BU DIN C FOR 150 MPH ULTIMATE DESIGN WIND SPEED ISK CA EGO ,I ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING COME. RESIDENT . / EGI—ENGINEERING GREAT IDEAS, LLC / William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 / Plant City, Florida 33563 / P.E. #42712 _6 TEL (813) 752-7078 DATE CA #29098 ( WRHOUT FOR SEAL OR STAMP) O q • NO ■■ • ■■ ■■ ■■ ■■ _ ■■ ■■ ; _ ■■ . ■■ ■■ ■■ ■■■■■■■■■ ■■■■.10.■■ ■� IN IIIN - ■ ■1 i■ ■ IN ■I I■ ■L_____J■ MEN MEN ■MINE■■■■■ DRAVN CLEM TRAUTWEIN SCALE: 1 "=30' CHECKED & APPROVED CET 6-2-15 C> 4574 SHEET 9 of 21 , 60.01 N13�I 1 1 w 1 � E--� I z 01 -� w I z 0p 1 S 1 I— 1 CL I o0I x w xI [)f I ! I ! I EXIST. MH TOP E L.1 16.40 S4 41TA IY NHOLE ; BOUNTY LAN E N. INV.107.45 s. PPSNEb 10641' I EXISTING R W 1 1 I 1 I I BENCHMARKS 1 / SET NAIL AND FLASHER IN ASPHALT 1 ELIVD ) t NORTH 15.00'(D) N 0 T INCLUDED *10' LIMEROCK ROAD PHASE 2—WATERl. _ EXISTING R/ j — r°%i I FOUND 1/2' C IRON ROD t PROPOSED Iz _ �1 BSBL 63,-4„ of L6;i 5 t c,_ 23 N" 1 1 1 ( w 1 = of I; �z �? N STREET LIGHT I IZ' ' w; I NOT INCLUDED w I 34' N I' - POOL o° N I j 1600 S.F. o I I 0.1 1I L I O 1 , 1 I I zl; N 1 1 - 1 1 II I METAL SHED (� - PHASE 2 1 -----N89_55'24"Ec"RETE _ 4'-------- 1 - - - - - - - - - - - - - i N _ PHASE 1 - TB M TOP 0 F - ---- - -- -------------------- --- ' 150'—$'�- SACKED ' EXIST. MH TOP I I TEL _ _ EL.1 11.53 I l a 63'-4" N o N. INV.104.80 ; a 6� N �o, N 63' /j" ; N S. INV.104.7ANITA Y E a I N 7 ELj t110. 8' PVC(N� EL, .7 7 N Yf (s ELF 0,63,-4 t.l. a' ! N N `�° I STACKED STREET LIGHT o N MODEL PARKING G USE \` I 9 22 21 4 21 4 21 —4 21 4 22 00 y II-, sI N I I z; I �I ; NLr IX1i IyI EAST z R81 t C:) 8" TAPPING C° , N •O° FLANGE AND ! S TERS h� �`1 GATE VALVE. �. P� STREET LIGHT TAP BY CITY !°4 1 UTILITIES. � I TREEAST LIGHT _137.50' R6a'0, I� EXIST. t z N FIRE HYDRANT�-------------------- �-�--�r— -------------------- wp c HEDGE ROW 0% 1 -i t I In A/C PAD t 4, WATER ASSEMBLY A/C PAD STREET L I G T ONE-STORY Ott -STOR MA Y BUILDING MASONRY BUIL ING Zo2 FmASO ONE-STORY MASONRY Z\ BUILDING I� 1 I 1 I 19 18 17 16 EXIST. MH TOP EL. 102.20 I N. INV.9� 4.16 I S. I NV. C" 4.1 O SANITARY MANHOLE TOP EL: 101.27' 8' PVC(N) ELF 101.23' 1 1 I 1 1 ! 1 BUILDINGS WITHIN PHASE N0.1 1 0 u C IT-SHED -1.0' 0 CHAIN LINK FENCE 00 - I I N 1.9' N N I W w N mot- _J 0 I m 00 I 0) °° N I o z - o' 00 FOUND 4'x4' CONCRETE MONUMENT Uj( (TOP BROKEN) 72 CHAIN LINK FENCE PLASTIC FENCE N 2 0' �l ' 10.00' DRAINAGE N a AND LANDSCAPE ONE-STORY ^I 2.3' 3 EASEMENT(P) MASONRY BUILDING N ' 0 1 2 32 1 y N N 63'-4" SACKED ' ' co J I Driftw © PHASE 2 ------------------ -- - ----- PHASE 1 (Pi( .8' �- Basswoo Circl, TRACT d- (INGRESS/EGRESS AINAGE 3, UTILITY EAS ENT) NCW.105.00 1 0 REFER TO THE CIVIL PLANS , RIM. E POND LAYOUT AND'vii DRAINAGE POND STREET LIGHT INV. 14.9 1 I10.00' DRAINAGE45 AND LANDSCAPE EASEMENT(P) -STORY Y BUILDING A/C PAD ONE-STORY A/C PAD MASONRY BUILDING 15 14 13 12 Driftwood Phase I —A (Plat Pook 32, Page 98) P► BUILDING 0 DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi@gmail.com troutwein—clem®outlook.com l S 1 }J N � GATE 0zz 0 44 y Q FOUND 4'x4' CONCRETE MONUMENT 43 I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUIL II FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CAT C ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RF,8119,ENTIAL / EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 —6 5 TEL (813) 752-7078 E CA #29098 (NOT VAUD WRHOUT FOR SEAL )DE i a ■■ ■■ _ _ = ■■ ■■ ■■ ■■ _ ■■ ■■ , _ ON _. ■■' ■■ ■■ ■■ ■■ ■■ ■■ ■■■■■■■■■ ■1 �■ IS 11M ■ , �._� `� I■ ■1 �■ ■■■■■■■■■ i DRAWN CLEM TRAUTWEIN SCALE: 1 "=30' CHTsMD & APPROVED CET 6-2-15 C> 4574 SHEET I 0OF21 _:4 C4 'LT Ili I L. BUILDINGS WITHIN PHASE NO.1 LANDSCAPING FOR CLUBHOUSE AREA IS TO BE DETERMINED. NOTE: A TEN FOOT WIDE BUFFER WITH A SINGLE ROW OF SHADE TREES SPACED A MAXIMUM OF 50 FEET ON CENTER ANS A CONTINUOUS ROW OF EVERGREEN SHRUBS WITH A MINIMUM HEIGHT OF 18 INCHES AT INSTALLATION WITH A MAXIMUM SPACING OF 36 INCHES ON CENTER. DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail.com trautwein_clem@outlook.com Nood Subdivision VT,,,, E 0� 0 C TYPIES CAL ,le AND I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPL WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING BODE. RESIDEh EGI—ENGINEERING GREAT IDEAS, L William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 TEL (813) 752-7078 CA #29098 WITHOUT FOR SEAL OR MONOMER • - ■■ ■■ ■■ ■■ - ■■ ■■ _� ■■ ■■ ■■ ■■ ■■■■■ ■r i li ■ ■■■■■■■■■ WA DRAWN CLEM TRAUTWEIN SCAM 1 "=30, CHECKED do APPROVED CET 6-2-15 " C14574 SHEET I I OF 21 I _' _ I I _ I' I VI I I CLEARING AND SITE PREPARATION NOT 1. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED AREAS MUST BE SODDED IMMEDIATELY FOLLOWING CONSTRUCTION OR AS INDICATED ON THE LANDSCAPE PLANS. 2. ANY UNUSED EXCESS GROUND MATERIAL STRIPPED DURING CLEARING AND GRUBBING ACTIVITIES SHALL BE REMOVED FROM THE SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ANY PERMITS THAT ARE NECESSARY FOR REMOVING EXCESS EARTHWORK OR TREES FROM THE SITE. 3. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE BY THE CONTRACTOR IN ACCORDANCE WITH APPLICABLE REGULATORY AGENCY REQUIREMENTS. 4. THE CONTRACTOR SHALL NOTE THAT THERE ARE BURIED ELECTRICAL, WATER AND SANITARY SEWER SERVICES NEAR THIS SITE. THESE FACILITIES SHALL BE ACCURATELY FIELD LOCATED PRIOR TO ANY CLEARING AND GRUBBING WORK AND SHALL BE PROTECTED THROUGHOUT CONSTRUCTION. 5. TREES SHOWN ON THIS PLAN TO BE "BARRICADED" SHALL REMAIN. CONTRACTOR SHALL USE GREAT CARE WHEN GRADING AND EXCAVATING IN THE VICINITY OF THESE TREES. 4 1. THE CONTRACTOR SHALL PROVIDE EROSION CONTROL/ SEDIMENTATION BARRIERS (HAY BALES OR SILTATION CURTAINS) AS SHOWN ON PLANS TO PREVENT SITE EROSION DUE TO CONSTRUCTION ACTIVITY. 2. IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION, THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING, IRRIGATION OR OTHER ACCEPTABLE METHOD. 3. THE CONTRACTOR SHALL INSPECT AND MAINTAIN, ON A DAILY BASIS, ALL EROSION/ SEDIMENTATION CONTROL FACILITIES. 4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN COVERAGE UNDER AN NPDES (NATIONALLY POLLUTANT DISCHARGE ELIMINATION SYSTEM) STORMWATER PERMIT. AN N01 (NOTICE OF INTENT)FORM SHALL BE COMPLETED AND SUBMITTED TO THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION WITH THE APPROPRIATE PERMIT FEE. FOR INFORMATION ON REQUIREMENTS, PHONE 850-245-7522 OR VISIT www.dep.state.fl.us/water/stormwater/npdes/index.htm. 5. CONTRACTOR SHALL PROVIDE EROSION/SEDIMENTATION CONTROL IN THE EVENT THAT TEMPORARY FILL PLACEMENT ON SITE IS REQUIRED DURING CONSTRUCTION. CROWN SPREAD REMOVE DEAD AND INJURED TRIM NO LEADERS NATURAL SNAPS ' 22 PLY RE06ORCED OR PLASTIC HOSE. TWHITE �J��S TAGGING 3 - 12 GAUGE GALVANIZED WIRES SPACED 120' AROUND TREE AN SET AT A 45' ANGLE WRH 3: 68 DUCKBILL ANCHORS OR EQUAL CROWN OF ROOTBALL SHALL BE INSTALLED LEVEL WITH FINISH GRADE 3' MINIMUM MULCH LAYER MOUND TO FORM SAUCER PLAITING SOIL MIX LANDSCAPE 5mEL(MIX 50% wSOIL (EXISTING SOIQ EXISTING SUBSOIL TREE STAKING DETAIL 2.5' SEE PLANT SCHEDULE FOR SHRUB SPACING INFO 3' MULCH FORM SAUCER WITH 3- CONTINUOUS Rua FINISHED GRADE -\ PREPARED PLANTING MIX PER GOVERNMENT AGENCY SPECIFICATIONS. WATER & TAMP TO REMOVE AIR POCKETS I 2 X BALL aA. I MIN. rFOR PLANT SCHEDULE SPACING INFO GROUNDCOVERS 3' MULCH (HYPO M SAUCER WITH CONTINUOUS RIM FINISHED GRADE 3' MULCH (MIN.) 6- PLANTING MIX (MIN.) PREPARED PLANTING MIX PER GOVERNMENT AGENCY SPECIFICATIONS. WATER & TAMP TO REMOVE AIR POCKETS GROUNDCOVER PLANTING DETAIL NTS LANDSCAPE NOTES: 1. ALL PLANT MATERIALS SHALL BE GRADE FLORIDA NO. 1 OR BETTER PURSUANT TO THE FLORIDA DEPARTMENT OF AGRICULTURE 'GRADES AND STANDARDS FOR NURSERY PLANTS'. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES AND VARIETY AND SHALL HAVE A NORMAL HABIT OF GROWTH. THEY SHALL BE FREE OF DISEASE AND DETRIMENTAL INSECTS AND HAVE A WELL DEVELOPED ROOT SYSTEM. 2. INSTALLED TREES AND PLANTS SHALL BE GROUPED TOGETHER INTO LANDSCAPE PLANT ZONES ACCORDING TO WATER AND CULTURAL (SOIL, CLIMATE AND LIGHT) REQUIREMENTS. 3. WORK UNDER THESE SPECIFICATIONS SHALL INCLUDE PREPARATION OF PLANTING AND SOD AREAS, FURNISHING AND PLANTING OF ALL PROPOSED NEW PLANT MATERIALS AS SPECIFIED (AND PER INDUSTRY ACCEPTED LANDSCAPE PRACTICES), INCLUDING BUT NOT LIMITED, FINISHED GRADING, FURNISHING AND SPREADING PLANTING SOIL, STAKING, WATERING, MULCHING, LAYING SOD, AND MAINTENANCE AND PROTECTION OF THE PLANTS UNTIL FINAL ACCEPTANCE BY THE DEVELOPER. 4. ABOVE GROUND AND BELOW GROUND UTILITIES EXIST IN THE AREA IN AND AROUND THIS PROJECT. DO NOT DIG BEFORE CALLING FOR A UTILITY LOCATE. CALL 811 (FORMERLY KNOWING AS: CALL SUNSHINE) FORTY-EIGHT (48) HOURS BEFORE BEGINNING WORK AT 811 OR 1-800-432-4770. 5. LOCATIONS, SITE FEATURES, STRUCTURES AND DIMENSIONS ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE, BUT DO NOT CLAIM TO BE ABSOLUTELY CORRECT. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND BECOME FAMILIAR WITH ALL ASPECTS OF THE SITE PRIOR TO SUBMISSION OF A BID FOR THIS WORK. 6. NO SUBSTITUTIONS SHALL BE MADE TO THE PLANTING PLANS, DETAILS OR SPECIFICATIONS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE LANDSCAPE ARCHITECT. 7. THE LANDSCAPE CONTRACTOR SHALL FURNISH AND INSTALL ALL PLANTS AS SHOWN ON THE DRAWINGS, AS SPECIFIED, AND IN THE QUANTITIES LISTED ON THE PLANT MATERIALS LIST. 8. IN THE EVENT OF A VARIATION BETWEEN THE PLANT LIST AND THE ACTUAL NUMBER OF PLANTS SHOWN ON THE PLANTING PLAN, THE PLANTING PLAN SHALL RULE. WHEN PLANTS OF A SPECIFIED KING OR SIZE ARE NOT AVAILABLE, A REASONABLE SUBSTITUTION MAY BE MADE UPON REQUEST, IN WRITING, AND APPROVED BY THE LANDSCAPE ARCHITECT. 9. THE LANDSCAPE CONTRACTOR SHALL CONTACT THE OWNER IMMEDIATELY OF ANY CONFLICTS ARISING DURING INSTALLATION OF ANY PROPOSED IMPROVEMENTS. 10. ALL PLANTING AREAS SHALL BE FINE GRADED BY THE LANDSCAPE CONTRACTOR AND ANY MISCELLANEOUS DEBRIS, ROOTS, ETC. REMOVED IMMEDIATELY. 11. A HIGH ORGANIC CONTENT PLANTING SOIL MIXTURE SHALL BE USED TO SET ALL PLANT MATERIALS, EXCEPT THE PALMS. THE MIXTURE SHALL BE INCORPORATED INTO THE INDIGENOUS SOIL THAT OCCURS ON SITE AS A TRANSITION ZONE. 12. NO ONE PLANT SPECIES OF TREES, SHRUBS OR GROUND COVER, EXCLUDING TURF GRASS, SHALL CONSTITUTE MORE THAN 50% OF ANY LANDSCAPE ITEM. 13. THE SURFACE OF ALL AREAS TO RECEIVE SOD SHALL BE STRIPPED OF ALL EXISTING GRASS OR WEEDS. IF BERMUDA GRASS EXISTS IN ANY LOCATION, THAT AREA AND ADJACENT AREAS SHALL BE SPRAYED WITH A HERBICIDE AT LEAST TWICE TO INSURE ITS DEMISE BEFORE THE NEW SOD IS LAID. NEW SOD SHALL BE FRESH WEED FREE AND LAID EVENLY WITH NO GAPS, ALL JOINTS STAGGERED, AND SHALL BE IMMEDIATELY WATERED. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE SODDED INCLUDING ALL ROW AREAS. 14. THE LANDSCAPE CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATION OF WASTE MATERIALS OR DEBRIS, CAUSED BY HIS CREWS, AT ALL TIMES THROUGHOUT THE DURATION OF THE PROJECT. 15. THE PROJECT LANDSCAPE ARCHITECT SHALL CONDUCT A FINAL FIELD INSPECTION OF THE LANDSCAPE. A CERTIFICATE OF COMPLIANCE SHALL BE PROVIDED TO THE CITY AND THE PROPERTY OWNER AND AN "AS BUILT" DRAWING SHALL BE PROVIDED TO THE PROPERTY OWNER PRIOR TO OBTAINING THE CERTIFICATE OF OCCUPANCY. 16. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FURNISHED UNDER THIS CONTRACT FOR A PERIOD OF ONE HUNDRED EIGHTY (180) DAYS FROM THE DATE OF FINAL ACCEPTANCE FROM THE HOA. ANY MATERIAL WHICH HAS DIED DURING THIS PERIOD SHALL BE PROMPTLY REPLACED WITH SPECIMENS THAT MEET THE MINIMUM REQUIREMENTS OF THE PLANS. IT IS RECOMMENDED THAT THE HOA FURNISH AT LEAST A MONTHLY IRRIGATION CHECK TO REVIEW PROPER PERFORMANCE AND OPERATION OF THE IRRIGATION SYSTEM. IT IS ALSO RECOMMENDED THAT IT IS IN THE BEST INTEREST OF THE LANDSCAPE CONTRACTOR TO CHECK THE COMPLETED PROJECT AT LEAST EVERY COUPLE OF WEEKS. 17. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE STAKES AND GUY WIRES FROM TREES WHICH ARE ESTABLISHED AT THE END OF THE ONE (1) COMPLETE GROWING SEASON. CONSIDERATION OF THE HURRICANE SEASON SHOULD FACTOR INTO THE TIMING OF THE REMOVAL OF THESE STAKES, ETC. JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC REMARKS WATERING 111 11111 , , ,T ■ ■ ■ ■ ■ ■ 1 TIMES/WEEK ■ ■ ■ 2 TIMES/WEEK 111111 TIMES/WK, LESS DUR MOWING ■ ■ . . ■ ■ ■N WKLY N 0 B E MONTHLY C/) Q L,J FERTILIZATION ///// //� 666468 W/IRON Q WEED CONTROL I (� I I I I I (( (I ( I L I A 111111 ATRAZINE, FLORATAM • • • • 2, 4-D, BAHIA PEST CONTROL ■ ■ ■ ■ . ■ ■ ■ . . ■ ■ AS NECESSARY, CHINCH BUGS/FORATAM, MOLE CRICKETS/BAHIA, FIRE ANTS CLEAN UP . BAG OR RACK AS NECESSARY, OVERSEED / SPRIG BARE SPOTS RE -PLANTING IMMEDIATELY AFTER ANY PLANT MATERIAL DIES, IS STOLEN, OR VANDALIZED. Cn m FERTILIZATION MON mom LESCO 20-6-12; LITE APPLICATION IN FALL � WATERING ,,, ',„ ,„ . ■ ■ ■ ■ ■ ,,, 0 1 TIMES/WEEK ■ ■ ■ 2 TIMES/WEEK 111111 TIMES/WK, LESS DUR PEST CONTROL iiiiiiiiim APHIDS INSPECT WEEKLY DURINGTHESE MONTHS TREAT Cf)ROOT ROTCATERPILLARS w Li AD NECESSARY SURFLAN & WEED CONTROL ROUND -UP APPLICATIONS FOR F- WEED FREE APPEARANCE PRUNING PRUNING / TRIMMING AS NECESSARY CRAPE MYRTLES / IRRIGATION THOROUGH CHECK & ADJUST MONTHLY & SPOT CHECK & REPAIR WEEKLY DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail.com trautwein_clem®outlook.com I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANC WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA FOR 150 MPH ULTIMATE DESIGN WIND SPEEDISK CA ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING COD RESIDENT? EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 TEL (813) 752-7078 CA #29098 I DATE WITHOUT FOR SEAL OR II) z O I-i J W Q-1 l■■■■■■■ ■■■■■■■■ oom■■■■■ ■■ ■■ ■■ ■■ . .. .. ■■ ■■ ■■ No ■■ ■■ ■■ ■■' • • ■■ ■■ ■■■■■■■■■ ■■.■...■■ ■r - IN _ �_ � �IIN IS�■ ■1 IN ■� 1■ ■ Il l IN Ell I■ • • DRAIN CLEM TRAUTWEIN SCAM NTS CHECKED k APPROVED CET 6-2-15 C14574 SHEET12 OF 21 I 1 1 __ 1 1 1 lj' '1 11 _- I If I 1 11 1 1 111 1 pill p - I- I I I i_ ! 1 ■0 111T, p 1 .1 '■■■■■■■, .■■■■■■■. ■■■■■■■■■ 1 , • - ■■ ■■ ■■ ■■ ■■■■■■■■■ ■■■■■■■■■ IN ,�I 1 i � I� IS IN 11 ISi■ ■Ml i■ ■■■■■■■■■ r�DRAWCNLEM TRAUTWEIN SCALE: 3/16"=1'-0" CHECKED & APPROVED CET 6-2-15 Cl 4574 SHEET13 OF 2 ' LAU LAU LAU MASTER HALL PANTRY PANTRY MASTER PANTRY HALL MASTER BEDROOM BEDROOM BEDROOM REF M V ly— REF V CL / CL KITCHEN 00 00 IAMB 00 KITCHEN CLI CL Ll 00 KITCHEN CL \ CL L—JLL, I I 00 LLL�: I I 00 s�awoe MM—. �1 SHOM A_J_1 SHOW DW o MASTER BATHElm MASTER BATH MASTER BATH swa O SM BATH No.1 �Lil BATH NO.1 BATH NO.1 LMNG/DINING AREAS CL :3CL CL LMNG/DINING AREAS LMNG/DINING AREAS BEDROOM NO.1 BEDROOM NO.1 BEDROOM NO.1 3 PEACE LILLY, 3 GAL. 2 CROTON OR 3 PEACE LILLY, VARIE ARBICOLA, 3 GAL. 3 GAL. 1 CROTON OR 7 APOSTLE'S U17 VARIE ARSICOLA, 3 GAL. IRIS, 3 GAL. ii i S/W I i II I J A �S/W 3 BOMIHADS, 10" POTS OR STROMANTHA 3 GAL. (3 EACH SIDE) PYGMY DATE PALM, j TRIPLE STK. /4'-5' HI O 3 BOMIHADS, SW / I i 10" POTS OR STROMANTHA I i 3 GAL. GARAGE II O 22 EN6LISH IVY, 1 GAL. " PYGMY DATE PALM, i TRIPLE STK. /4-5' HIGH GARAGE II 11 it EN6LISH IVY, IGAL. GARAGE PORCH II PORCH PORCH S/W I II .I II II O F 11 II :; 0 O O �'d„--- 1 1/4" SCH. 40 SLEEVE TO EACH COURTYARD ( FOR IRRIGATION). NOTE: THE LANDSCAPE ARCHITECT HAS GIVEN SEVERAL OPTIONS FOR PLANT MATERIAL SELECTIONS TO PROVIDE SOME VARIANCE BETWEEN UNITS, AND RESERVES, AT HIS DESCRETION, TO ALTER SELECTIONS OF PLANTS DEPENDING ON SPECIFIC LIGHT LEVELS. DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail.com troutwein_clem@outlook.com I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIAN ~ WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA B L NG FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK C E OFF' ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDE N L. �� EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 6 — TEL (813) 752-7078 A IY CA #29098 (NOT VALID WRHOUf FOR SEAL OR 19:1 z 0 5 w O q a :: . • __ _ _ - _ : " _ ■■ ■■ ■■ ■■ ■■ ME ME ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■'I ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■■■■■■■■ ■■■■■■■■■ .. �I IN IN IS 1■ IN IN ■ 1■ IN IN 1■ 0 IN ■■■■■■■■■ ■■■■■■■■■ 1 � • DRAWN CLEM TRAUTWEIN SCALE 1 /4"=V-0" CHECKED k APPROVED CET 6-2-15 _ C> 4574 SHEET14 OF 21 1 I 1 II !! 1 1t .I '- I I_ Ii_ _ 11 1u"'!, Ih'f`1nhIFl l' LRI-'�'.' I — - 11 1 -- — - I - I I I - --- [A i , n 17 I 1 111111 _ /N E—> �os Cm� STA.O+I BRYCEL 0/ 11___ EXIS' FIRE HYDf LL Q n EXIST. MH TOP EL.10,' N. INV.94.1 S. INV.94.1 STA.1 +35.50 BRYCEUN WA STA.1 +78.38 (30 100 o 0 99 0+0 +50 I '4 #1 #2 #3 #4 ''4#5 #6 ' I EL 11ELKELFFEL I a F.F.EL. FF.F.ELF.F 109.3716 111.4 1.4 12.0 11 .0 I m t F. 110.3 1 1. 1 1' #9 #8 #7 MODEL NOT INCLUDED 115 w MINE Milo Milo Ll-'6I 111 !Milo 00 +50 PHASE 1 VC Q N � iO N � N = to cD 0 + + + + + c° #9 MO ELLL d a_ n a a 0 All tttttttttt�� ■�o L'l �J s_i'J ��'l'�1 �_ ti'�� ,Ll�� Y1'�J,AU 19 � -F EL11 F. , t I; I; Iz `--' Q 2500 PSI CONC. F. F. E L. '-' " > -.;• . , F.F. EL. 7 .. •• : i 6X6XW 1 .4XW 1 .4 3— 5 BARS WWF WITH NO EACH WAY AT CONNECTIONS 6" ON CENTER, WITHIN FOOTER. ON 3" CHAIRS. STEP DOWN FOOTER FOR BUILDINGS w Q Z .F . F F.E M+ — - 10- — - 110in 0 - Q F.£L F..EL _ EXISTING GRADE 105 r- n 7+0 + 9 The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egiOgmail.com trautwein_clem0outlook.com I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANC WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BU D FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK C E Off` ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENT . / EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 6 6— 5 TEL (813) 752-7078 p CA #29098 (NOT VAUD FOR SEAL DR f0DE II) Ell E ■■ ■■ ■■ ■■ . .. = ■■ ■■ ■■ ■■ ■■ ■■ ■■ No a • No ■■ ■■ ■■ ■■ : ' ■■ ■■ - ' ■■ ■■ ■■ ■■ ■■ • - ■■ ■■ ■■ . - - : ■■ ■■ ■■ ■■ ■■NOMON■■ ,� 1 � 6 IS i■ ■I I■ ■■■■■■■■■ ■■■■■■■■■VA 1 � 1 � I� 1 J 100 DRAWN CLEM TRALITWEIN SCAM HORIZ. 1 "=40' VERT 1 "=5' CHECKED &APPROVED CET 6-2-15 C>4574 SHEET15 OF 2 ry Q EXIST TOP N. IN S. IN INSTALL A DOG F MANHOLE, NO. 1 RIM. 107.45t INV. S 101.26 E) INV. E 101.40 STA.1 +35.50 BRYCEUN WAY STA.0+00 a LILY LANE STA.1 +56.29 BRYCEUN WAYS` MH NO.3 RIM. 100.00 INV.N 103.60 INV.W 103.32 INV.NE 103.60---- D D d STA.1 +78.38 BRYCEUN WAY 9 'a # 1 #2 #3 #4 i I EL-,�5 F.F.EL F. EL FFEL F.F.EL F 10.1.1F E.09.37103711.4 111.4 12.0 i L j� ;IM rn 1 1 11 �.�MM_T.1ff•T:d i11� �; U NORTH- 164.00J 7 STA.1 +64.00 LILY LANE STA.1 +65.00 PROPERTY LINE MH NO.2 STA.1 +42.00, 4.40' RT. RIM. 111.95 INV. 107.00 MH NO.7 STA.7+59.92-5'RT. RIM 110.70 INV.SW 107.42 MH NO.6 STA.6+00.31-5.18'RT. RIM. 107.25 INV.SW 104.65 I NV. N 105.00 T. FB6K 2-- 'PHASE 1 n� g STA. 1 +57.82-8.80'RT. MH NO.4 UJ o ±Z , RIM. 106.80 r STA.2+54.87-2.02 RT. I,, �� J INV.N 103.60 f RIM. 107.06 MH NO.6 STA.6+00.31-5.18'RT. Diu , r,-7 I)r- MH N0.7 STA. 7+59.92-5'RT. I I j V) -' INV.W I UZ.U4 INV.JW 1 UL.4b Q �0 ` + - ivm v. v INV1 104.01 INV.SW 107.00 Qllj 0 I 0-mQ no.SW VC LL_ Q o Z O (�-I N t\ O O w Q Z W; I= -- N N to N = CD O I��I I'� � + + + + 9 MOD L 1 10 0, + � 1 +0.407 (n 40 n c~n � # 1 19 ,F, F.F.E a IL 1 1 0 w a a °~- a- a r.LLN F.EL. F. .EL EXISTING GRADE (- 0.614 c� 1 1 1 12 13 14 15 16 F.F.E 110.0 1 0.0 Li Z _ - - - - - - - - - - - .F F.F.EL F.F.R.F.F. F.F.E .F.E F.F.E PROPOSED GRADE 0 e=0.22 ..E F.F.EL 1.08.66 08.6 - } TT� -- --- _ -106. 106.5 6.5 106 5 - - - - - - -- - - 0 3053� - EXISTING G - _ins% L 0% ---_ - 1051 1 I PROPOSED GRADE 411 -"- _ _ _ TOP OF POND 0.305� •F• 159 61 OF $ 1 05 , VC ®0 % _ _ _ _ EXISTING __ GRADE _ --- _GR_105.00 _ __ 32 _ OUSE I II° I --- __ __ - _ 53.47 OF 8 PVC 160.42 OF ° EXI ING GRADE XISTING GRADE Ln Ln 00 N CO r 0) 0) I� N (� ct r7 N N N N r to 17 100 0 00 00 o 00 00 ,- 00 POND BOTTOM 0 00 � GR.100.00 � 0- 0 0 0 00 - - r- 0 - 0 00 .- r- 100 99 0 0 +50 1 +0 +50 2+0 50 3+0 +50 4+0 +50 5+0 +50 6+0 +50 7+0 +50 8+0 +50 N 0 r NLETS 2 AND 3 NLETS 4 AND 5 I HFRFRY ! FRTIFY- wl1_ O 0 O BRYCELLIN WAY DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail.com troutwein_clem®outlook.com THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIA WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA I IN FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK AT O ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING ODKRESID TIAL. EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road / Suite 2 Plant City, Florida 33563 P.E. #42712 6 6- TEL (813) 752-7078 DATE CA #29098 (NOT VALID MATHOUT FOR SEAL OR ODE 1) h O q w a J41 MEN Ni ■■ ■■ III • • ■E ■■ _ _ - _ ME 00 ME No No ; _ _• ■o No ■o ■■ ■■ No ■■ ME ME ■■■NE■E.■ EMMMMMMME �r ■ .. \ �M I� 101 �1 110 1� ■ ��_� ; 101 '01 ■■■■ EMMIN MENOMONEE Fill 1 � 1 1 DRAIN CLEM TRAUTWEIN SCALE: HORIZ. 1 "=40' VERT 1 "=5' CHWKED & APPROVED CET 6-2-15 C14574 SHEET16 OF 21 STA.5+46.84-5.08' RT. RIM. 105.90 INV.W & E 103.80 8 2'-0» W .• w Q > SECTION VIEW Recommended Maximun Pipe Size 2'-0'$ Wall = 18" Pipe 3'-1 " Wall = 24" Pipe 2'-4' 00 11' 11' 2 1/2' �O O CD moo o 0 0 I I O O � o 0 M O O 2'-4' iu T 2' 1 1/2' 1 1/2' TRAFFIC GRATE E.D.O.T. TYPE "C" INLET INDEX #232 1 /2" EXPANSION JOINT N FLOW N GUTTER FLOW LINE 6" CONC. APRO 5'-0" _I l 8„ I r- CENTER LINE GRADE THIS DETAIL = 0.00 5'-0" EOP = -0.20 CONC. = -0.23 L0 "l 4'-5" .50 1 -0.50� .0 0.00 r 3'-0" 3'-0" TRAFFIC BEARING GRATE REQUIRED EX. 8" WATER LINE 8"X2" REDUCER 1 1 /2" METER O 2" WAIER LINE -1" WATER LINE 2" VALVE P L 8" TEE WATER SERVICE CONNECTION DETAIL N.T.S. I GATE STOP 1771 T� SLOPE 3• - x 3' x 3n6 I ANGLE, 6'-r 8' X 1/4' STEEL HOD( WELDED TO ANGLE 9 EMBEDDED IN MORTAR (4) WELDS PER ANGLE 6' CONC. PA) REINFORCED Vf-, 6X6-6/6 VVF \7� A r. CONTROL C NTRO a : d . �_ A. A .. 1 /2" EXPANSION JOINT N GUTTER FLOW LINE N 6" CONC. APRON MIN � z -J O C/L GR. X z Q> z RIM GR. X-0.10 LLJ Oc� _ O G1 C-)C)W0 G2 O O RIM GRADE INLET STRUCTURE INLET RIM GRADE CONTROLS Wx9'x16• HD10V COCKEYE LE U �TOIlAl1S HLOCI( V/te WITH B3 REBAR DUR-D-VALL IN BOTH COIRSES EVERY OTHER PAINT P2 CGREY) COURSE SEE PAINTING SCHEDULE 4' CAP BLOC FIRST E AMFABMODEL 900-fib/CORG J��I.N 55 3/4' X 7e METO GATESV/6 HINGES, LA T LATCH AND GATE STOP HARDVARE. (2) GATE STOP FIELD VELD HINGES V/ 9/16' A X 3' TO ANGLE V/2' HOLDERS SET BOTTOM CLEARANCE IN SLAB DRILL HOLES IN CONCRETE FOR W ,a GATE STOPS J SOLID CONC. 6' CDC. SLAB H z O. ' . ; - 'A.. a.,r 4' 4' BLOCK EOfDtCED WIT} 6X6-6/6 V VF 1'-4' CONCRETE PLAN Fm ELEVATION DUMPSTER PAD AND ENCLOSURE N.T.S. R 4' SAW CUT LINES 2' MIN, I TRENCH WIDTH 12' I SURFACE (W) VARIES JOINT - -- -- CEXIST. PAVING REPLACEMENT BASE 1 UJ i N W COMPACTED FILL (SUBGRADE) 12' VARIES 1 TRENCH WIDTH W 1. NEW ASPHALT PAVEMENT: NEW ASPHALT A MIN. OF TWICE AS THICK AS EXISTING ASPHALT - USE TYPE S-1. 2. STAGE /1: ADEQUATE COMPACTED FILL SHALL BE PROVIDED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPS. 3. STAGE /2: BED AND FILL ALONG SIDES OF PIPE AND TO A POINT INDICATING THE TOP OF SUBGRADE MATERIAL SHALL BE WELL COMPACTED. 4. SUBGRADE: SHALL BE COMPACTED IN 6" LIFTS AND SHALL ATTAIN 100% MAX. DRY DENSITY AS DETERMINED BY AASHTO T-99. 5. LIMEROCK BASE: SHALL BE COMPACTED IN 6" LIFTS AND SHALL ATTAIN 98% OF MAX. DENSITY AS DETERMINED BY AASHTO T-180. N.T.S. JOINTS I DRIVEWAY REPAIRAREA + ' IN N W VARIES cEXISTING BASE REPLACEMENT BASE W Q N W �` COMPACTED FILL (SUBGRADE) 12" IVARIESI12' TRENCH WIDTH W 1. STAGE #1: ADEQUATE COMPACTED FILL SHALL BE PROVIDED BENEATH THE HAUNCHES OF THE PIPE USBVG MECHANICAL TAMPS. 2. STAGE a- BED AND FILL ALONG SIDES OF PIPE AND TO A POINT INDICATING THE TOP OF SUBGRADE MATERIAL SHALL BE WELL COMPACTED. 3. SUBGRADE: SHALL BE COMPACTED IN 6" LIFTS AND SHALL ATTAIN 100% MAX. DRY DENSITY AS DETERMINED BY AASHTO T-99. 4. LIMEROCK BASE: SHALL BE COMPACTED IN 6" LIFTS AND SHALL ATTAIN 98% OF MAX. DENSITY AS DETERMINED BY AASHTO T-180. N.T.S. TRENCH WIDTH NOTE: SEED AND MULCH VARIES ALL DISTURBED AREAS. II I f-1 11=1 I I-1 11=1I I -I 11= 31�1 I -I I �111=1 I I -I 11=1 11= =WTI- I-III-III-III-III-11 -III-III-III-III11(-III= "'-III-11I-III- 11I_II I=1I� �'- EXISTING SUBGRADE COMPACTED SELECT FILL MATERIAL PLACED IN 6" LIFTS - HYDROPACKED N.T.S. - SLOPE TO FIT DRIVEWAY 2'- 0" 10" 1'-2" DROP CURB NTS FDOT INDEX NO. 300 3/4" R 2'-0" 3/4„ R D_ .. • . . .. _ PROPOSED PAVEMENT D D c - c0 .. p .. V p . p . O p p PROPOSED BASE PROPOSED STABILIZATION MIAMI CURB RIGHT OF WAY ROADWAY EOP RIGHT OF WAY } 30' 3 3 M o o VISMLITY CLEAR _ TRIANGLE CLEAR VISIBILITY TRIANGLE NIS J A /0 -6' U 71E a OF LRE 80 vArWWJ%RrWJP" , nc air e a CWWM DKL N: >r is ea DAYS ,MIN L s -Q• a, R O!VON 6 xxt i64 V N9,L J Rt M MWpR • _UW_ F.D.OT. TYPE 'D' CURB 5'-0' *;64111L m va• R � and m yr R .O 0 n alAl ®1 I, Mmdl Section A w OPTIONAL POST POST POST (OPTIONS 2•x4" OR (VERTICAL) NgPLE POST POSITION 2.5"MIN.DIA.WOOD: STEEL CANTED 20' TOWARD FLOW) 1.33 LBS./FT. MIN.) 6' MAX. FILTER FABRIC (IN CONFORMANCE WITH o e SEC.985 FOOT SPEC.) TER FABRIC •' r t SILT FLOW m elf i ELEVATION SECTION TYPE 111 SILT FENCE POST (OPnoNS 2'x4' OR OPTIONAL POST POSITION 25 MI .DIA.WOOD: STEEL /�-;=MO' POST POSITION 1.33 LBS./FT. MIN.) 10' MAX. --I (VERnC TOWARD FLOW) T ppULTRY 1gH ( GA MIN. POULTRY MESH OR -I- OR TYPE A FENCE FABRIC TYPE A FENCE FABRIC (INDEX ND.452 6 SEC.966 FILTER FABRIC o a +► L �i FDOT SPEC.) NI + e► a FILTER FABRIC IT IQ[ FLOW SEC985 FDDT WITH m ELEVATION SECTION TYPE IV SILT FENCE DO NOT DEPLOY IN A MANNER THAT SILT FENCES WILL ACT AS A DAM ACROSS PERMANENT FLOWING WATERCOURSES SILT FENCES ARE TO BE USED AT UPLAND LOCATIONS AND TURBIDITY BARRIERS USED AT PERMANENT BODIES OF WATER. NOTES: -For additional information and details, see F.D.O.T. Index No.102. -Unless specified, hay barriers may be used in lieu of silt fences -Additional posts and rails may be necessary to secure and support barriers. -Additonal fence lengths may be required by the County Engineer or by regulatory agencies SILT FENCE DIMENSIONS AND QUANTITIES RISE R RISE S X A B C E F G N CONCRETE CCU YDS) S❑DDING (SO YDS) - SINGLE DOUBLE TRIPLE QUAD SINGLE DOUBLE TRIPLE QUAD SINGLE D❑UBLE TRIPLE QUAD PIPE I PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE PIPE 12' 18, 2'-10' 2,36' 3,06' 5,42' 3.03' 5' 1.50' 4.92' 7,75' 10.58' 13.42' 1.21' 0.45 0,66 0,92 1,14 23 26 29 32 14' 23' 3'-04' 2.44' 3.75' 6.19' 3.70' 6' 1.90, 5.38' 8,71' 12.04' 15.38' 1.23' 0.53 0.83 1.13 1.42 24 28 32 35 19' 30' 4'-00' 2.62' S,47' 8,09, 5,36' 8' 2.37' 6.04' 10,04' 14,04' 18.04' 1,27' 0,74 115 1,57 1.98 27 32 36 40 24' 38' 5'-00' 2,79' 7.18' 9.97' 7.03' 10, 2,85' 6,79' 11.79' 16.79' 21.79' 1.31, 0.97 1.57 2.19 2.81 30 36 41 47 4:1 29' 45' 5'-11' 3.05' 8.90, 11.95' 8.70' 12, 3.19' 7.50' 13.42' 19.33' 25.25' 1.38' 1.22 2.07 2.92 3.77 33 40 46 53 34' 53' 7'-00' 3.22' 10,62' 13.84' 10,36' 13, 3.57' 8.25' 15.25' 22.25' 29.25' 1.42' _1.48 2.62 _ 3.77 4.92 36 44 52 _ 59 SLOPE 38' 60' 7'-10' 3.39' _ 11.99' 15.38' 11.70' 15' 3.95' 8.92' 16,75' 24,58' 32.42' 1.46' 1.72 3.12 4.53 5.92 38 47 56 65 43' 68' 8'-11' 3,56' 13.71' 17.27' 13.36' 17' 4.28' 9,67' 18.58' 27,50' 36.42' 1.50' 2.02 3.78 5.56 7.32 41 51 61 71 48' 76' 9'-11' 3.73' 15.43, 19.16' 15.03' 19, 4.59' 10.42' 20.33' 30.25' 40.17' 1.54' 2.34 4,49 6.64 8.79 44 55 66 77 53' 83' 10'-08' 1 3.91' 17.15' 21.06' 16.70' 20' 4.77 1 11.08' 21.75' 32.42' 43.08' 1.58' 2.66 5.17 7.66 10.16 47 59 71 83 58' 91, 11'-08' 4.08' 18,87' 22.95' 18,36' 22' 5.01' 11,83' 23.50' 35.17' 46.83' 1,63' 3.02 5.98 8.95 11.90 50 63 76 89 WITH WWF6x6 - W1.4xW1.4 PLAN VIEW - SINGLE PIPE �- E F PAID FOR AS (Pipe To Be Included Under Unlit Price For Mitered End Section) PIPE CULVERT SECTION t SLOPE 4:1 MITER: TO CENTERLINE OF PIPE FOR PIPES 18" AND SMALLER. 2:1 FOR PIPES 24" AND LARGER. 2:1 MITER: TO CENTERLINE OF PIPE FOR PIPES 18" AND SMALLER. 1:1 FOR PIPES 24" AND LARGER. CROSS DRAIN MITERED END SECTION o-, DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi@gmail.com trautwein-clem@outlook.com SIDE DITCH GRADE 1 HEREBY CERTIFY: WITH CHAPTER 16, SECTION 1609 OF THE 2010 ftPRIDA I ING FOR 150 MPH ULTIMATE DESIGN WIND SPEE ( SK AT �rg ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CO , RESIDE IAL EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 -6-15 TEL (813) 752-7078 DATE CA #29098 (NOT VALID WITHOUT FOR SEAL OR DE w a MENNEN Ilk ■� M■ .�■ .. ■■ ■■ �■ ■E �■ • • ■ I� 1 J DRAWN CLEM TRAUTWEIN SCALE NOTED CHECKED & APPROVED CET 6-2-15 C> 4574 SHEET17 OF 21 I 1 _... 19 'wrl GRADE TO BE DETERMINED IN THE FIELD MIN. 2'-6" GRADE -� MARKER STAKE 1PVC Y BRANCH `� INN ,�I►� �ili�""� � �� CONCRETE CRADLE / TO BE DETERMINED IN THE FIELD. SERVICEMAX AWN DOUBLE SERVICE CONNECTION ZMIN SLOPE 1/8" PER FOOT. USE GREATER SLOPE WHERE POSS48LE UNDISTURBED 4' MIN SINGLE CONNECTION • • • • OR TYPICAL SERVICE LATERAL DETAIL DEPTH LESS - THAN 7'-0" 6" PVCL SERVICE GRADE 6x6-W1.4xW1.4 W.W.F. V-6" SQUARE 3000 P.S.I. CONC. PAD 6" CLEANOUT ASSEMBLY 6" PVC 45' ELBOW PLUG 6"x 6% 6"x 6" STD PVC Y BRANCH TYPICAL CLEANOUT GROUT INTO PLACE (TYP) FINISHED GRADE "P 1'-a" MAX. in A °L 2' IA �, W tiW 0.' �LA 0 Xz p~� .� g o " 2500 PSI CONCRETE n o • a 0 W `v a G cz 000 00o w000000 0 00 00000 0 00 �000 oats �o 0 00 0 000 0 0 00 00 000 0 00 0 0 000 6" 4'-0' DNA. 5" 6" MIN MIN INTERIOR TO BE COATED WITH KOPPERS BITUMASTIC # 300M EXTERIOR COATING, KOPPERS BITUMASTIC BLACK SOLUTION, 2 COATS STANDARD SHALLOW MANHOLE STANDARD C.I. MANHOLE FRAME & COVER (SEE FINISHED DETAIL THIS SHEET) BRICK AND MORTAR " o LEVELING COURSE. 6 , 5001 O GRADE D " W O z W X U TYPICAL JOINT TO BE it m SEALED WITH RAMNEK W a OR EQUAL & PLASTERED. . o L rx g Z' UU QQ • p F O L)Cr W � �P o_ NEOPRENE 1,-0- GASKET -� o W Z w W W LATERAL o N SEWER N ` 0 CONCRETE PIPE �� SUPPORT o 2500 PSI CONCRETE l�yp N �f m #4 ® 12-E.W. oo go oo g o 0o g� g a oo o� � MIN. � o 0 000 4�'00�00 0 80 (ryp MANHOLES) 6" 5" 4'-0" DIA. MIN 5" 6" (MIN (MIN) STANDARD MANHOLE FINISH GRADE �S70RM SEWER 3' 3' r11_6' MIN. IN IN WATER MAIN + + + 1'-6" MIN. A V 7� MNN E �N SANITARY STORM SEWER X—SANTARY SEWER 10' MIN. MINIMUM WATER/SANITARY SEWER CLEARANCES N.T.S. Ns�xN s-►•N . e• 0 ( LATERAL DROP SEWER 2500 PSI CONC ENCASEMENT MANHOLE BARREL AND BASE TD BE CENTERED ON SEWER STANDARD C.I. MANHOLE FINISHED GRADE FRAME AND COVER (SEE DETAIL THIS SHEEr) BRICK AND MORTAR LEVELING W ..E. c r 2'-1 1 4- I � INLET PIPE m BRICK 2 TO I DEPTH OF RSEWER 3" • - � % rc MIN L u 8 g J o SEWER LATERAL DROPSEE SCHEDULE B Q 250D PSI w ,� t � WIC s a fl c �� iV N t v ° Y 00 0 o° 0 �o� o000 0o sow " 4. MIN (MIN) DROP MANHOLE MIN NOTE: THE CITY OF ZEPHYRHILLS HAS A STANDARD MANHOLE LID. REFER TO THE UTILITY DEPARTMENT FOR THE LATEST STANDARD. THE CITY OF ZEPHYRHILLS UTILITY DEPARTMENT COATS THE INSIDE OF THERE MANHOLES WITH SUPERCOAT. SECTION CA SANITARY GRAVITY SEWERS C.1.1 GENERAL: C.1.1.1. This section includes general technical criteria for the design and installation of sanitary gravity sewer systems. C.1.1.2 The relevant provisions included in Division B. Technical Requirements - General, and shown on Standard Details - Sanitary Sewage Systems, and Standard Location Plan - Underground Utilities, shall be applicable to this section, unless otherwise indicated herein or changed in writing by the Utilities Engineer. C.1.3 STANDARD REQUIREMENTS: C.1.3.1 GENERAL: The materials of construction and general installation procedures shall comply with the specific applicable standards set forth under Section B.1 Utility Excavation Trenching and B ckfllin9• Section B.2 Casing Pipe - Boring and Jacking, and Section B.3, Pipe, Fittings, Valves and Appurtenances, as well as the Standard Details section. C.1.3.2 Approved Pipe: The type tabulated below, with the restrictions indicated, are approved for sanitary gravity sewer construction: Approved Pipe: The types tabulated below, with the restrictions indicated, are approved for sanitary gravity sewer construction: Pipe and Fittings Restrictions Ductile Iron (DI) Pipe (CL-50) & Fittings - Required at inverts below 18 feet Interior Coal Tar Epoxy Coating Plastic (PVC) - SDR 35 Allowed at inverts 0-14 feet C-900 - DR18 May be used 14-18 feet C.1.3.3 Sanitary Sewer Manholes: C.1.3.3.1 Manholes shall be precast concrete as detailed. Alternate manhole materials and designs shall receive prior approved from the Engineer. The minimum inside diameter of manholes shall be 48 inches for sewer sizes to 21 inches in diameter or less, with submittal of special designs for larger pipes. C.1.3.3.2 Precast reinforced manholes shall be in accordance with ASTM Designation C478, with preformed flexible plastic joint sealer conforming to Federal Specification SS S-00210 - (GSA-FSS), "Ram-Nek", as manufactured by the K.T. Snyder Company, Inc., Houston, Texas, or approval equal. Installation of precast manholes shall comply with the details shown on "Standard Detail Sheets" and in accordance with the manufacturer's recommendations. C.1.3.3.3 Manhole frames and covers shall be gray cast iron heavy duty conforming to ASTM Designation A48, Class 30, and shall be U.S. Foundry and Manufacturing Corp., or approved equal. Covers shall have no perforations and shall be marked with the word "SANITARY". Sewer frames and covers shall be fully bedded in mortar to the correct finish grade elevation, with adjustment brick courses placed below, as detailed, for precast manholes. Frames shall be suitable for the future addition of cast iron rings for upward C.1.3.3.4 Manhole flow channels shall be as shown on the "Standard Detail Sheets" with smooth and carefully shaped bottoms, built-up sides and benching constructed from concrete. Channels shall conform to the dimension of the adjacent pipe and provide changes in size, grade and alignment evenly. C.1.3.3.5 The interior surfaces of all manholes shall be protected by the application of two coats of Koppers Bitumastic No. 300M, or approved equal, applied at the rate of 120 sq. ft. per gallon per coat (minimum). This includes walls, chimneys, and all joints after grouting. Exterior surfaces shall receive two coats of Koppers Bitumastic Block Solution, or approved equal, for moisture protection, applied at a minimum rate of 375 sq. ft. per gallon per coat. Surface preparation and paint application shall comply with the manufacturer's recommendations. C.1.3.3.6 Where additional pipe connections or modification of existing foctory-made openings are required on new or existing precast concrete manholes all cuttingrelative thereto shall be performed only b a power driven P Y Y abrasive wheel or saw. It is specifically noted that such connections to existing manholes shall be installed in accordance with the details for new units shown on Standard Detail Sheets and shall be Bleed and caulked watertight with nonshrinking grout. C.1.3.4 Terminal Lampholes: Lamphole frames and covers shall provide a clear opening equal to the connecting pipe and shall be round, solid cast iron and shall be marked SANITARY. C.1.3.5 Pipe Depth and Protection: The minimum allowable cover for gravity sewer shall be three feet from the top of the pipe to finish grade However, should this depth not be feasible, where grade depressions along the alignment are unavoidable, protective concrete slabs shall be provided over the pipe within the limits of the lesser cover. In no case shall pipe cover be less than 18 inches, unless special design considerations have been approved by the Engineer. Where navigable waterways are crossed, ductile iron pipe shall be installed across and to ten feet each side of the bottom. Additionally, approved utility crossing signs shall be placed on the pipe alignment at each side of the waterway. Sign shall be approved by the COPC. C.1.3.6 Pipe Bedding: Special care shall be exercised in design and installation to provide adequate bedding for the type of pipe used, taking into consideration trench width and depth, superimposed loadings above, grade, and the material below trench grade. Pipe loading capabilities shall be computed in accordance with established design criteria and special supporting bedding or facilities shall be provided as required by the Engineer (see Section 6.1.3). C.1.3.7 Special Exterior Protection for Corrosion: Extra protection shall be provided for underground cast or ductile iron pipe and fittings within areas of severe corrosive conditions. This shall be accomplished by the installation of polyethylene encasement, as specified in Section B.7, through the area of concern. The soil -test evaluation to determine the necessity for extra protection in suspect areas shall be as set forth in ANSI Standard A21.5 Additionally, where other existing utilities are known to be cathodically protected, cast or ductile iron pipe crossing said utility shall be protection for a distance of 20 feet to each side; and, when installed parallel to and within ten feet of some, protection shall also be provided. C.1.3.8 Connections at Structures: Where sanitary sewers connect to structures, pipe joints shall be provided at the wall face; and further, where said connection is to wet wells or other installations where backfill exists below trench grade, one joint (18 to 20 feet) of ductile iron pipe shall extend outward from the structure. When it is necessary to extend sewers through structures, such as conflicting elevation storm drain by-possing chambers, the pipe within shall be ductile iron with no inside joints. Link -Seal or equal shall be used at all wet well penetrations. C.1.3.9 Transition Connections: Where pipes of alternate materials (VC to Cl, etc.) are to be connected between manholes, suitable approved transition couplings shall be installed. Couplings shall be C-T Adapters as manufactured by Can -Tex Industries, Mineral Wells, Texas, or approved equal. Special designed units may be submitted for approval; however, concrete collars are not acceptable. C.1.3.10 Pipe Cutting: The cutting of ductile iron pipe for installation length adjustment, or connections for future services to existing sewers, shall be in strict compliance with the methods specified in AWWA C600. C.1.3.11 Service Connection: Service laterals will not empty directly into manholes. Installation shall be as shown on Detail Sheet "Service Connection Details"; including the Wye branches installed in the sewer main at the point of connections, and the service pipe and required fittings extend to the property line, perpendicular to said line, terminating with stoppered ends or fittings, as indicated. The minimum service pipe size shall be four inches in diameter for a single service and six inches in diameter for a double service. On curbed streets, the exact location for each installed service shall be marked by painting a two- inch by four -inch green stripe in the concrete curb. Paint shall be of a type recommended for exterior concrete. Where no curb exists or is planned, locations shall be adequately marked by a method approved by the Utilities Department. Service lines to building shall conform to the Pasco County C.1.4.1 The Contractor shall perform testing of all sanitary gravity sewers, as set forth in the following, and shall conduct said tests in the presence of representatives from the Engineer with two days advance notice provided. C.1.4.2 The installed gravity sewers shall be "lamped" between manholes, lampholes, or other structures in order to ascertain that they are clear and in correct alignment. The concentricity of the lamp image received shall be such that the diameter of said image shall have no vertical reduction from that of the pipe inside diameter and not more than 20 percent (20%) horizontal reduction. Testing shall not proceed until all facilities are complete in place and concrete cured. All piping shall be thoroughly cleaned prior to testing to clear the lines of all foreign matter. Lines shall be flushed with water prior to lamping to aid in the detection of dips in the line. Lines which have dips which retain greater than one -inch of water may be subject to repair at the discretion of the COPC. C.1.4.3 Television Inspection: New gravity sewer mains shall be television inspected by the contractor upon request of the COPC. A television inspection may also be requested prior to the final inspection by the COPC. Tapes shall be furnished on a VHS format, in color and of suitable clarity and quality for good definition. The intent is to require television inspection of lines which appear to be defective or otherwise unsatisfactory. C.1.4.4 Deflection Testing: New gravity sewer mains are subject to deflection testing at the discretion of the COPC. Tests will be conducted using a 92.5% mandrel. The mandrel shall be pulled through the sewer line by hand, using a 150-pound test line. If the mandrel cannot traverse the pipe as such, then the deficiency must be corrected. The intent is to require testing of lines which appear to be defective or otherwise unsatisfactory. SECTION C.2 SANITARY SEWER FORCE MAINS (NOT REQUIRED IN THIS PROJECT). C.2.1 GENERAL: C.2.1.1 This section includes the general requirements for design and installation of force main systems service sanitary sewer pumping stations. C.2.1.2 The relevant provisions set forth in Division B. Technical Requirements, and shown on Standard Details - Sanitary Sewer Systems, and Standard Location Plan - Underground Utilities, shall be applicable to this section unless otherwise indicated herein or approved by the Engineer. C.2.2 DESIGN STANDARDS: C.2.2.1 Required Reference: The Contractor shall comply with the applicable design and installation requirements as specified within Section 9.8, Sanitary Sewage, of the Pasco County, Florida, "Subdivision Regulations", and as established by the Florida Department of Environmental Regulation, Rule 17- 6, FAC. C.2.2.2 System Design: Force main systems shall be no less than six inches in diameter (unless specifically approved by the COPC) and of adequate size to efficiently transmit the total ultimate peak operational flows, applied by the connected sewage pumping station(s), to the effluent point. Consideration shall be given to possible future connecting pumping stations and this probability shall be reviewed with the COPC. Capacity computations shall be coordinated with the proposed pumping system(s), along with any future flow requirements, if applicable. In order to provide adequate pipe -line cleansing, force main flow velocity shall not be less than two deep per second at ultimate design minimum pumping capacity; however, with multiple pumping station systems or phase development, this requirement may not be possible and the system design shall receive special attention regarding cleaning maintenance. Force mains of less than six inches in diameter will be considered on an individual basis. C.2.2.3 Operational Cost Considerations: For Type 11 and Type III lift stations, in addition to initial capital expenditure, long term pumping station operational costs shall also receive consideration when sizing force main systems. Should a pipe size option be available within the design limits, the cost of sewage pumps and motors, force main system and pump operating power (computed for design average daily flow rate for ten years at existing electricity cost), shall be compared to like amounts for the alternate designs. The final force main size selection shall be directed towards the system with the least long range capital and operational cost. Said cost analysis shall be subject to review by the COPC. C.2.3.1 General: The materials of construction and general installation procedures shall comply with the specific applicable standards set forth under Section B, Utility Excavation. Trenching and Backfilling, Casing Pipe - Boring and Jacking, and Pipe, Fittings, Valves, and Appurtenances, as well as Standard Details - Sanitary Sewer Systems. C.2.3.2 Approved Pipe, Fittings and Valves: The types tabulated below, n for the applicable servic area roved for within the size range indicated and oe, pp sanitary sewage force main construction: Pipe and Fittings Size Range Ductile Iron (DI) Pipe and Fittings - Coal Tar Epoxy Lined All Sizes Polyvinyl Chloride (PVC) Pipe SDR-26 (Pressure Class 160) 12 Inches or Less Valves Size Range Plug Valves No Limit Resilient Wedge Gate Valves 12 Inches or Less C.2.3.2.1 The minimum size of a force main shall be six inches unless specifically approved otherwise by COPC. C.2.3.3 Joint Restraining: Pressure piping fittings and other items requiring restraint, shall be based with thrust blocks or restraining assemblies, as specified under Section B.3 and shown on Standard Detail Sheet. Said restraining devices shall be designed for the maximum pressure condition (testing) and the safe bearing loads for horizontal thrust, if thrust blocking is used. Installation of polyethylene encasement, per AWWA C109, as specified in Section B.3, through the area of concern. The soil -test evaluation to determine the necessity for extra protection in suspect areas shall be as set forth in ANSI Standard A21.5. Additionally, where other existing utilities are known to be cathodically protected, cost or ductile iron pipe crossing said utility shall be protected for a distance of 20 feet to each side; and, when installed parallel to and within ten feet of some, protection shall also be provided. C.2.3.7 Air and Vacuum Venting: Where the force main profile is such that air pockets or entrapment could occur, resulting in flow blockage, provisions for air release shall be provided. Manually operated vent valves shall be provided along minor force mains where continual problems are not anticipated. Automatic air release avaliabilities shall be installed where venting is required on all major force mains and at critical points on lesser mains. At profile break points on major forcemains, such as tops of hills, etc., where free flow will occur during operation or after pumping stops, combined air release and vacuum valve assemblies may be required. Air and vacuum valves and/or air releases valves shall be as specified under Section 8.3 (capacity as required) and shall be suitably housed in a properly vented underground chamber (manhole) if an open area. C.2.3.8 Valve Locations: Valves shall be installed on all subsidiary force mains at the point of connection to the major main in order to isolate said pipeline for maintenance. Where force mains are to be extended, valves shall be placed at the future connection point to preclude line shutdown at the time of extension. At future connection branches or ends the valves shall no be installed within the run of individual force mains, nor for pipe sizes in excess of 14 inches, without special consideration. Valve locations shall be marked as stated in Section B.3.4.5.2. C.2.3.9 Clean -Out Connections: Should force mains appear to be susceptible to sedimentation clogging, as created by depressed crossings or extended low flow (velocity) periods, suitable clean -out connections shall be provided. Clean -outs, such as plugged Wye or tee fittings, shall be located to facilitate the subject maintenance operation. This requirement shall be reviewed with the COPC. C.2.3.10 Terminal Discharge: Force mains shall enter the terminal facility (gravity sewer manhole, pumping station wet well or other) at a point equal to the operational water level of said receiving unit. Should an elevation drop be required to obtain the outlet connection, the prior down -slope of the force main shall not exceed 45 degrees, and adequate air venting shall be provided at the profile break point. C.2.3.11 Identification: In order to preclude possible domestic water tapping, all installed underground sanitary sewage force mains shall be marked with a continuous tape located approximately 12 inches below grade, and within the top 90 degrees of the pipe. Said tape shall be a minimum two inches in width and shall be metallic -backed, green, and appropriately marked. C.2.3.4 Pipe Depth and Protection: The standard minimum cover for sewer force main systems shall be three feet from the top of the pipe to finish grade. However, should this design not be feasible, protective concrete slabs shall be provided over the pipe within the limits of the lesser cover. Where waterways, canals, ditches, or other cuts are crossed, ductile iron pipe shall be required across and to ten feet each side f the bottom. Additional) approved q o y, utility crossing signs shall be placed on the pipe alignment at each side of the canal, etc., for navigable waterways. C.2.3.5 Connections and Structures: Where pipes are to extend into or through structures, flexible joints shall be provided at the wall face, Link -Seal or equal. C.2.3.6 Special Exterior Protection for Corrosion: Extra protection shall be provided for underground ductile iron pipe and fittings within areas of severs corrosive conditions. This shall be accomplished by using blue polyethylene film and tape only. Film shall have a minimum of 8 ml thickness. C.2.4 TESTING: C.2.4.1 The Contractor shall perform hydrostatic testing of all sanitary sewage force mains, as set forth in the following, and shall conduct said tests in the presence of representatives from the Engineer and COPC with two days advance notice provided. C.2.4.2 Piping and appurtenances to be tested shall be within section between valves or adequate plugs, with prior approval from the Engineer. Testing shall not proceed until concrete thrust blocks are in place and cured, or other restraining devices installed. All piping shall be thoroughly cleaned and flushed prior to testing to clear the lines of all foreign matter. While the piping is being filled with water, care shall be exercised to permit the escape of air from extremities of the test section, with additional release cocks provided if required. C.2.4.3 Hydrostatic testing shall be performed at 100 psi for one hour. The testing shall continue for an uninterrupted period of not less than one hour. Testing shall be in accordance with the applicable provisions as set forth in Section 4.1 of AWWA Standard C600. The allowable rate of leakage shall be less than the number of gallons per hour determined by the following. L = SD (P)112 133,200 L = allowable leakage in gallons per hour S = P length of pipe tested in feet 9 D = nominal diameter of the pipe in inches P = average test pressure maintained during the leakage test in pounds per square inch gauge. C.2.4.4 The testing procedure shall include the continued application of the specified pressure to the test systems, for the one -hour period, by way of a pump taking supply from a container suitable for measuring water loss. The amount of loss shall be determined by measuring the volume displaced from said container. C.2.4.5 Should the test fail, necessary repairs shall be accomplished by the Contractor and the test repeated until within the established limits. The Contractor shall furnish the necessary labor, water, pumps, gauges, and all other items required to conduct the required sanitary sewage force main testing and shall perform the necessary system repairs required to comply with the specified hydrostatic test. DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for some. Emails: rroberts.egi®gmail.com trautwein_clem@outlook.com 1 HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE ' WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUIL DE FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATE O Y ) ALONG WITH THE ENTIRE 2010 FLORIDA. BUILDING CODE, IDENTIAL. EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosasso Road Suite 2 Plant City, Florida 33563 P.E. #42712 6 5/ TEL (813) 752-7078 DA CA #29098 (NOT SEAL OR STAMP),A z 0 5 w a a �AAF-IEEMMNM■■ , ■■■■■■■ MENOMONEE ■■ No ■■ ■■ .No ' . ■■ ■■ .■ No ■■ No ■■ No • 0 , ME ■■ ' ME • • ■■ ■■ .00 " ■■ ■■ No No No No _ _ - ME M■ ■o ■■ _ M■ OEM , _ __• ME No IME _ ■■ ■■ ■■ ■■ ■■■■■■■.■ ■■■■■■■■■ �r - IN II MENOMONEE • J DRAWN CLEM TRAUTWEIN SCALE: NOTED CHECKED & APPROVED CET 6-2-15 C14574 i SHEET1(9 OF 21 BEARING AREA THRUST BLOCKS IN SO. FT. (HORIZONTAL BENDS) VOLUME OF THRUST BLOCK CU. YES. (VERTICAL BENDS) FITTING SIZE TEE WYE. PLUG OR 1 90' BEND PLUGGED CROSS BEND ANGLE 45* 22 1/2' 11 1/4• 4Y 22 1/7 11 1/4• 4 1.4 1.9 1.0 1.0 1.0 1.1 0.4 0.2 6 2.8 4.0 2.1 1.1 1.0 2.7 1.0 0.4 8 4.8 6.8 3.7 1.9 1.0 4.0 1.5 0.6 10 7.3 10.3 5.6 1 2.8 1.4 • 2.3 0.9 12 10.3 14.5 7.9 4.0 2.0 • 3.2 1.3 14 13.8 19.5 10.6 5.4 2.7 ' 4.3 1.8 16 17.8 25.2 13.6 7.0 3.5 ' • 2.3 18 22.4 31.7 17.1 8.7 4.4 • • • 20 27.5 38.9 21.0 10.7 5.4 • • • 24 39.2 55.5 30.0 15.3 7.7 • • ' 30 60.3 85.3 46.2 23.5 11.8 • • • 36 86.4 122.2 66.1 33.7 16.9 • • ' 42 116.6 165.0 89.3 45.5 22.9 48 152.0 215.0 116.3 59.3 29.8 54 192.0 271.6 147.0 74.9 1 37.6 NOTES: TABLE APPLICABLE FOR PRESSURE TEST OF 150 PSI. DOWNWARD THRUST SAME AS HORIZONTAL • TO BE DETERMINED CASE BY CASE THRUST BLOCK TABLE 45• REACTION BLOCK 2,40 PSI CONCRETE (MINIMUM) 3 ro` 6' MINN MINIMUM RESTRAINED LENGTH (FT) - EACH SIDE OF FITTING PIPE DYL (TAIL) PLUG/1EE/W BDD 4T BEND 22 1/7 BEND 11 1/s BEND 4 36 11 10 10 6 52 15 10 10 a 67 Is 10 10 10 eo 24 10 10 12 a4 27 10 10 14 104 30 10 10 16 117 34 10 10 19 129 38 10 10 20 141 41 11 10 24 165 48 13 10 30 197 58 15 10 36 228 67 17 10 42 256 75 19 10 49 283 83 22 10 54 307 ao 23 10 NOTES: TABLE N".I osz FOR TEST PFOSIXE OF 150 PS. TEE DIBTAHM ARE BRANCH SIDE ONLY. LDVGHIS ARE FOR ROM PVE IN ADDRION TO CASED OR ABOVE GROUND DISTMCM RESTRAINED JOINT TABLE UNDISTURBED EARTH TRENCH WIDTH (TYP) UNDISTURBED EARTH 90• 20 GA. (MIN.) SHEET METAL SECTION WYE TEE CROSS & PLUG NOTE: REACTION BLOCK DIMENSIONS NOTE: 'D' DIAMETER OF PIPE MAY BE MODIFIED IN THE FIELD O.D. OUTSIDE DIAMETER OF PIPE BY THE ENGINEER DEPENDING A Q AREA - SEE THRUST BLOCK TABLE ON THE SOIL BEARING PRESSURE SEE THRUST BLOCK TABLE FOR MINIMUM BEARING AREA. HORIZONTAL THRUST BLOCK DETAILS N.T.S. WATER NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE APPLICABLE CITY OF ZEPHYRHILLS UTILITIES DEPARTMENT ORDINANCES AND REGULATIONS. 2. WATER MAIN SHALL BE LAID 3.0 FEET OR MORE BELOW PROPOSED GRADE. 3. CONFLICTS BETWEEN WATER AND STORM, SANITARY SEWER AND UNDERDRAIN SYSTEMS ARE TO BE RESOLVED BY ADJUSTING WATER LINES AS NECESSARY UPON APPROVAL BY OWNER'S ENGINEER AND CITY OF ZEPHYRHILLS WATER DEPARTMENT. 4. FIRE HYDRANTS SHALL BE INSTALLED WITH HOSE NOZZLE FACING STREETS OR AS DIRECTED BY THE CITY OF ZEPHYRHILLS WATER DEPARTMENT. SEE PLANS AND DETAILS FOR DETAILED LOCATIONS. 5. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE PUBLIC AGENCY(IES) PRIOR TO COMMENCING WORK WITHIN THEIR JURISDICTION(S). 6. THE CONTRACTOR SHALL MAINTAIN COPIES OF ALL APPLICABLE PERMITS ON -SITE AND SHALL BE RESPONSIBLE TO ADHERE TO ALL PERMIT CONDITIONS DURING CONSTRUCTION. 7. ALL WORK WITHIN RIGHTS -OF -WAY AND EASEMENT WILL REQUIRE A SEPARATE PERMIT AND MAY REQUIRE AN ALTERATION TO THE CONSTRUCTION OF MATERIALS SHOWN ON THESE PLANS. RIGHT-OF-WAY PERMIT APPLICATIONS SHOULD BE SUBMITTED NO LATER THAN THIRTY (30) DAYS BEFORE THAT RIGHT-OF-WAY OR EASEMENT WORK IS TO COMMENCE. 8. THE CONTRACTOR IS RESPONSIBLE FOR ADJUSTMENTS OF VALVE BOX COVERS, MANHOLE RIMS AND COVER, GRATES, ETC., NECESSARY TO MATCH FINAL GRADES. 9. ALL PIPE LENGTHS ARE PLUS OR MINUS AND ARE MEASURED FROM CENTER OF FITTINGS. 10. ALL UNDERGROUND UTILITIES WITHIN PAVEMENT MUST BE INSTALLED BEFORE ROADWAY BASE AND SUBSURFACE COURSES ARE CONSTRUCTED. 11. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH AASHTO T-99 (100%). FINISH GRADE PIPE AWWA FIRE HYDRANT (THREE WAY) WITH TWO 2 1/2` HOSE 14OZZLES AND ONE 4 11/2' PUMPER NOZZLE 5 1/4` VALVE OPENING, COMPRESSION TYPE. 4 1\2' PUMPER NOZZLE - TO FACE STREET. CHAIN - VARIABLE -C.I. EXTENSION TYPE VALVE BOX VARIES 2 1\2- HOSE NOZZLE M.J. INLET � '•• s . 3/4' 0 TIE RODS, 2 REQ'D. RESTRAINED JOINTS MAY BE USED IN UEU OF TIE RODS. TYPICAL FIRE HYDRANT ASSEMBLY N.T.S. TYPIAL PIPE LAYING CONDITION N.T.S. 12. ALL WATER MAINS SHALL BE PVC BLUE BRUTE UNLESS OTHERWISE SPECIFIED. WATER MAINS SHALL CONFORM TO AWWA C 153/A21.53.2 PIPE SHALL BE FURNISHED IN 18 OR 20- FOOT LAYING LENGTHS. ALL WATER LINES TO HAVE A TRACER WIRE. 13. ALL FIRE HYDRANTS SHAD_ BE CONSTRUCTED IN A MANNER THAT MAINTAINS AT LEAST SIX (6) FEET OF CLEARANCE BETWEEN BACK OF CURB AND THE HYDRANT. 14. ALL WATER MAINS SHALL BE CONSTRUCTED IN A MANNER SUCH AS TO MAINTAIN A MIN- IMUM OF THREE (3) FEET HORIZONTAL SEPARATION FROM OTHER UTILITIES' FACILITIES. 15. A MINIMUM 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN ANY TYPE OF SEWER AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER POSSIBLE. IN CASES WHERE IT IS NOT POSSIBLE TO MAINTAIN A 10-FOOT HORIZONTAL SEPARATION, THE WATER MAIN MUST BE LAID IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT IS NOT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 18 INCHES IN PARALLEL INSTALLATIONS, THE WATER MAIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAIN SHALL BE CONSTRUCTED OF DIP (IF AVAILABLE IN THE SIZE PROPOSED) WITH A MINIMUM VERTICAL DISTANCE OF 6 INCHES. THE WATER MAIN SHOULD ALWAYS BE ABOVE THE SEWER. JOINTS ON THE WATER MAIN SHALL BE LOCATED AS FAR APART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAIN (STAGGERED JOINTS). 16. ALL WATER MAIN JOINTS SHALL BE RESTRAINED JOINTS WHERE APPUCABLE AND SHALL CONFORM TO THE CITY OF ZEOHYRHIL LS SPECIFICATIONS AND DETAILS. SERVICE PIPE FROM MAIN CURB STOP PLUG WEEP HOLE CONCRETE REACTION BLOCK 0.15 CUBIC YARD (MIN.) 2500 PSI CONCRETE (TYP.). (FILL KFILL IF FIRE HYDRANT IS NOT LOCATED AS SHOWN BELOW AT THE STREET INTERSECTION, INSTALL HYDRANT ON PROPERTY LINE EXTENDED DO NOT INSTALL IN ANY OTHER LOCATION UNLESS OTHERWISE INDICATED OR SHOWN BY 114E ENGINEER. FIRE HYDRANT ASSEMBLY (SEE TYPICAL DETAIL) PROPERTY OR R/W LINE - TIE RODS OR RESTRAINED 6' MIN. WATER MAIN - m` STANDARD TEE 6' AND LARGER • ' :i WATER AWN UTILITY CO, TO PROVIDE STANDARD CONIC, OR PLASTIC METER BOX. INSIDE DIMENSIONS 10 5/8' x 17 1/4'. INSPECTION DOOR TO BE C.I. IN COVER, METER BOX DETAIL N.T.S. PROPERTY REACTION LINE alnrr EXTENDED - PUM NOZZLE TO FACE GATE VALVE REACTION BLOCK -� (SEE TYPICAL DETAILS) GATE OR BUTTERFLY VALVE (SEE NOTE 1) STANDARD GATE OR BUTTERFLY TAPPED C VALVE (SEE NOTE 1) SMALLER 4' AND SMALLER WATER MAIN PVC ADAPTER (IF REQUIRED) R/W 3' AND SMALLER GATE VALVE PROPERTY OR R/W L PVC THREADED -' ADAPTER PROPERTY LINE EXTENDED ABLE CAST COUPLING OR UNION (OPTIONAL) TAPPING SLEEVE (SEE NOTE 2) 1. ALL VALVES SHALL BE LOCATED ON THE PROPERTY LINE EXTENDED IF POSSIBLE O.D. OR AS DIRECTED BY THE ENGINEER. MP) 2. TAPPING SLEEVE AND VALVE SHALL BE USED WHEN CONNECTING TO A LIVE LINE. NOTE 3. 10' MAX FOR PIPE DIAMETER LESS THAN TRENCH W! 24', 12' MAX FOR PIPE DIAMETER 24' AND LARGER. NOTE: THE CONTRACTOR IS TO NOTIFY THE CITY & ENGINEER 48 HOURS PRIOR TO CONSTRUCTION COMMENCEMENT. ALL WATER LINES AND FITTINGS CANNOT BE COVERED UNTIL INSPECTION. AWN LINE GATE OR BUTTERFLY VALVE (SEE NOTE 1) 4' AND LARGER CROSS /- WATER MAIN AND�BEND4- REACTION BLOCK (SEE TYPICAL DETAILS) >-- PUSH -ON JOINT .dQTE: JOINTS ON THE PIPELINES, FITTINGS AND ACCESSORIES SWILL BE OF THE SAME TYPE AND MANUFACTURE OR AS DESCRIBED IN THE SPECIFICATIONS. -STANDARD CROSS /-STANDARD PLUG -TAPED / 3AND SMALLER 3' AND SMALLER WATER MAIN 1- FLEXIBLE CAST COUPLING OR UNION (OPTIONAL) MECHANICAL JOINT STANDARD TAPPED TEE OR CROSS STANDARD y.^S . • �i TAPPING VALVE MAIN LINE RACTION BLOCK (SEE TYPICAL DETAILS) TYPICAL PIPING VALVES AND FITTING DETAILS - PLAN N.T.S. �1510.It� QUALLY PACED UNDISTURBED EARTH NOTE: REACTION BLOCK 2500 PSI CONCRETE (MIN.) OVERBREAK UNDERBREAK VERTICLE THRUST BLOCK DETAILS N.T.S. DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi@gmail.com trautwein-clem©outlook.com UNDISTURBED EARTH I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIA E WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA IL IN FOR 150 MPH ULTIMATE DESIGN WIND SPEED �ISK AT ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE/ RE90E IAL EGI-ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 6 6 15 TEL (813) 752-7078 DATE CA #29098 (NOT VALD WRHOUT FOR SEAL OR O q .■■■■■■■■ ■. ■■ ■■ ME • .1MM No ON ■o ON ■■ ■■ , FA ■■ 1 • III ■■ ■■ � ME ■■ . _ ■■ ■■ M� ME - M■ , _ - ■■ ME ■■ ME ■■ ■■ ■■ ■. ■■■■■■■.■ ■� �■ II IN IN ■I IN 1 � I ' DRAWN CLEM TRAUTWEIN SCALE CHECKED & APPROVED CET 6-2-15 C14574 SHEET 19 OF 21 I EXIST. MH TOP EL.1 1 E N. INV.107 S. I NV.107 TBM TOP EXIST. MH EL.1 11.53 N. INV.104 S. I NV.104 EXIS FIRE HYD EXIST. MH TOP EL.10 N. INV.94. S. INV.94. DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmoil.com troutwein_clem@outlook.com I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUI FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CAT y ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENT . / EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 TEL (813) 752-7078 CA #29098 q0C P 'lot B ,le AND SATE FOR SEAL OR O q • .010 _ ■■ ■■ ■■ ■■ _ ■■ ■■ ■■ _ _ - ■■ ■■ ■■ ■■ _ ■■ ■■ ; . " ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ,� ■ ■� IN ■� IN ■� IN ■ IN IN ■� IN ■■■■■■■■■ \ 1 � � 1 DRAWN CLEM TRAUTWEIN SCALE: 1 ' =30' E CHECKED & APPROVED CET 6-2-15 C14574 se20oe21 If I 1 11 1 I 1 _.I _ I I I _ I _ I I I I _ 1 '!_ _111 _ IN __ EXIST. MH TOP EL. 1 1 E N. INV.107. S. I NV.107. TBM TOP C EXIST. MH EL.1 11.53 N. INV.104, S. I NV.104. EXIS' FIRE HYDf EXIST. MH TOP EL.10' N. INV.94.1 S. INV.94.1 DO NOT SCALE DRAWINGS The contractor shall verify all plans and existing dimensions and conditions on the job site and shall immediately notify the engineer in writing of any discrepancies before proceeding with the work or be responsible for same. Emails: rroberts.egi®gmail. com troutwein_clem®outlook.com Noo Pf 'Iat Bc le AND I HEREBY CERTIFY: THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIAN WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA B I DIN FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK C T GO ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENT . EGI—ENGINEERING GREAT IDEAS, LLC William H. Roberts, P.E. 1906 W. Thonotosassa Road Suite 2 Plant City, Florida 33563 P.E. #42712 /1— V( TEL (813) 752-7078 DA CA #29098 LT VAU FOR SEAL OR DE a IMIMIMIMIMMEM nommminsimm .. .ME ■E ■ ME �0 ■E �� ME ■E �0 ME ME ON • ME ■■ ■■ ME No No _ = ■o ■■ �0 ■o „ . _ . No ON No No ■■ No IMMMEEMENE ■ 101 IM1 IN �� IN NEON NONE MENOMONEE • • • 1 DRAWN CLEM TRAUTWEIN SCAM- 1 "=30' CHECKED do APPROVED CET 6-2-15 C14574 SHEET21 OF 21