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The Atrium on the Ocean II 21020224
Q v FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0077 ✓ NATIONAL FLOOD INSURANCE PRO M Expires July 31, 2002 "� 20 ELEVATION CERTIFICATE Important: Read the instructions on pages 1 - 6 p ® Q 2 307IC worKS SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: OWNER'S NAME Policy Number 5uoefr 'AlSAND 6. EX:rea T,,e ' —AKA T-fe ATRIaM oNTNe Ct Fa IG STREET ADDRESS (Includin Apt., Unit, Suite, and/or Bog. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 911�300 -/- A STATE ZIP CODE P6�e c F49. 3y9? 9 AM, 6 'E P�rr,,►f_ rsN0o 'UDEA ONGITUDE (OPTIONAL) HORIZONTAL DATUM: - ##' . ##.##* or ##.##t#) LJ NAD 1927 L-J NAD 1983 LI GPS (Type: 1 I_J USGS Quad Map u Diher. SECTION 8 FLOOD INSURANCE RATE MAP (FIRM) INFORMATION I /z0 ZPS L_ -- S-7 Lcr[/E I f-Z4 - I B4. MAP AND PANEL 85. SUFFIX B6. FIRM INDEX 87. FIRM PANEL B8. FLOOD 89. BASE FLOOD ELEVATION(S) NUMBER 1 DATE EFFECTiVEIREVISED DATE ZONE(S) I (Zone AO, use depth of flooding) 0 / fy G 1 G-30-9 I-/41— Z V-6 /9, on Indicate the source of"the -Base Flood Elevation (BFE) data or base flood depth entered in 139. - JJ AS Profile j_L I FIRM jJ Community Detemrined L_J Other (Describe: Indicate the elevation datum used for the BFE in B9: YLfNGVD 1929 LJ NAVD 1988 LI Other (Describe: Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? LJ Yes LJ No Designation Date: SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) , C1, Building elevations are based on: LJConstruct on Drawings' (_(Building Under Construction' I V /Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. :Building Diagram Number 6 (Select the building diagram most similar to the building for which this certificate is being completed -see pages 4 and 5. If no diagram accurately represents the building, provide a sketch or photograph.) . Elevations — Zones AI-A30, AE, AH, A (with BFE), VE, V1430, V (with BFE), AR, ARIA, AR/AE, AR/AI-A30, ARIAH, ARIAO Complete Items C3a-i below according to the building diagram specified in Item C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum AL&V2`Z2 Conversion/Comments Eleva ' n reference mark used 7. b.s Does the elevation reference mark used appear on the FIRM? L_J Yes I Pf No er'e) Top of bottom floor (including basement or enclosure) /0 . S fL(m) b 1Top of next higher floor - F i es7— HAb r7AbLE rkovo 2 / . 7 fL(m) c) Bottom of lowest horizontal structural member,(V zones only) Z I _QL. ft.(m) Cl d) Attached garage (top of slab) VIA ft.(m) _ a e) Lowest elevation of machinery and/or equipment m rvic ng the building_. _ ft.(m) Lowest adjacent grade (LAG) /O . O ft.(m) 0 g) Highest adjacent grade (HAG) Ay/A . _ fL(m) y O h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ti�a 0 1) Total area of all permanent openings (flood vents) in C3h A/ sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION his certification i§ to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. certify that the inNImatioh in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. understand that My false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 100E ERTIFIER'S NAM _ p LICENSE NUMI3ER trLe rQGL E. pEG�� F �S 3690 COMPANYNAME / WLL N E, l3rz/�' Zi rC. DDRESS CITY STATE ZIP CODE �4� S[J .� Kt'z' � LcrcrE F.y-3198-3 IGNATURE DATE TELEPHONE cLff-� orT-Zs-p2 F MA Form 81-31, AUG 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS i I WHEN A PROPERTY LIES IN EITHER FLOOD ZONES AO-1 OR AO-2, THE "ACTUAL" REQUIRED FINISHED FLOOR ELEVATION, ABOVE NATURAL GRADE, NEEDS TO BE NOTED ON THE PERMIT APPLICATION AND ON THE ELEVATION CERTIFICATION FORM. TO CALCULATE THE "ACTUAL" ELEVATION, TAKE AN AVERAGE OF THE ELEVATIONS SURROUNDING THE BUILDING AND ADD EITHER 1' OR 2' TO THE AVERAGE, WHICHEVER IS APPLICABLE. THEN ADD 18" TO THE CROWN OF THE ROAD ELEVATION. 'THE "ACTUAL" ELEVATION REQUIREMENT WILL BE THE GREATER OF THE TWO. 3u CPOL�rj OF S T. L U C I E C O U N T Y :2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division R E C E I P T --TRANSACTION -NUMBER: -01145960------------------- TRANSACTION -DATE: 09 JAN 2002 PERMIT NUMBER: 21020224 PERMIT TYPE: MULTI -FAMILY RESIDENTIAL PERMIT JOB DESC:> CONSTRUCT 12 STORY, 44 UNIT CONDOMINIUM TOWER JOB ADDR: 3000 A 1 A N (10469) PARCEL NUMBER: 1425-701-0220-000/8 FCC DESC: *5 OR MORE FAMILY BUILDING (105 ) APPLICANT: MICHAEL H WILLIAMS F E E S C O L L E C T E D FEE CODE DESCRIPTION AMOUNT -------- -------------------------------- --------------- REVIS REVISION TO PLANS 50.00 < 1 CHECK NBR: 4308513030238847 PAID BY: RICHARD R DENNING MEMO: LAG AMOUNT PAID: $50.00 FEE WAIVED: OFFICE USE ONLY: DATE FILED: REVISION FEE: ° 00 PERMIT NUMBER17 Z I u Xb 'L %4 RECEIPT NO.: 0 11 SgCD ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGNIA AVENUE FORT PIERCE, FL 34982-5652 561-462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION!SITE .ADDRESS: A Trcl v r, b N'T« 6. dGSA w, Z 3Vvv IM. 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS: S14fi,1L• 46-z4'02%'3 'R�vos=o.+ 0ML.9YOQPD TO NOT& IQ kI 4. CONTRACTOR IN"FORNI.ATION: ST. OF FL REG./CERTI- G QjEA 4V'b't 4 ST. LUCIE COUNTY CERT.= 161344 BUSINESS Na.NIE: Qualifiers Name: ADDRESS: CITY: PHONE (DAYTUIE): ARCH IT/ENGINEER: NAME: 7jay4La4# 'Coat Pt{' e-oLiFEdmS ADDRESS: 'Poetc TL CITY: STATE: IrL ZIP: '314 PHONE(DAYTIME): r.61. SVI•IS&S FAX# — G 3ER 5E ., _ ., _.. ......... g 95d -, 7 38 2 Flecemtberl1,2001 To whom it may concern: as Please be advised that All Grabber screw products meet or exceed all A and ICBO Standards for constnaction screws, This includes specific performance c iteria for Tension and shear values as well as penetration and corrosions resislard lualities. Attached is a copy of the standards and specific performance infOrM0601 L regarding our product. If I may be of any further assistance please notify me at your earliest oo venience. Sincerely: Michael Hamilton General Manager Crabber Florida / Latin America Ft. Trap s. Steel studs to track, 20 to 25 gauge q3 Steel studs to door frame jamb anchor clips 0 Other metal-to-matal applicationsi' torque dv �i � 4 is dquired� w I a ��d� S Sheet metal fabrication ,.applications * 15 or 20 threads per inch * High torque Pan Framing Head a designed c #2 Phillips recess drive ID Gauge —#7 r, i`111 W Head Type — Pan Framing NI Recess,. e Thread pe — Double Lead Head Pei it Drive Phosphatee Finish — Gray (D GRABBER screws are manufactured in an ISO 900 and ISO 14001� certified and approved M d are approved) . ICBO ES ER #5280, e a standard screwgun with a deptIn-senstive noseMe�..Aed screwgunspecification for optimal performance — 4 am, PN' range of 0 to 4,0 4The Pan head Is fully seated when the head is flush with the work �jrfai;e. �e Overdrivirg may result in failure ot the fastener or strIpout of the *rk surface. 9 The fastener must penetrate beyond Y Metal Y minimum of three i� read 1 r. �I Caelopue "bsr OwgoM1aoytlt Las M r1e Threefe Par WA geanNq Pmr pre® 23F 7 x 7/16' 1 11 mm 20 15,000 •alb, 51b, end oobaterd screw packaptna opdon avaaeble on sekatad items, �m`bTii Cl11�'s {�t1111�111re n r �''1 Doug# a W '.. d dt 02 TPI Prodigal Memo Reun BeymB Shook Most Maya 23 'N7 7.40 2i49 A 2 9,V 4t7 : 3.15 11 $.10 2.87 : 2.97r iisa 3.90 2S lM7 7.40 2,49 #2 'I2,93 .238 3.55 20 1 2.87 2.97 2,58 3. U11",� .T4m01ae•aeae a 1e 1 Screw auge i gauge, metal (aloe® Tension (Ibs.) Sanr (Ibs.) .72 23 .47 25 107. 20 308 779 23F 47 25 124 $91 20 367 746 " GRABBER bstdnere a not categorized ss ol'utlurel bolts.. The hpudas li d above are dhmame Evermore values m0lovefl undo lodependem laboratory doi Doom, and apply is S ABBER line hstarers Only. An eeproprlad�embly factor must fro datemr(ned by a "Hied drofe no) for dai purpO845, Nd4.�.. (mat i ., fdrT/dgsN onto .. 1'Wkt i All GRASSER screw products are manufactured in facilities that are 180 9002 and 18014001 oertlfhed and approved. The fOlOf Ors comply with SAE J78 and ASTM 01002, am reforended in tQ9D report ER-5280, and are approved for use by the Uniform Suffffbfq We. 02001 John Wapner Aasocidtea. fnc. dRASeER•, STREAKER", DRIVALLI, 1.0r.. CRA88ERGARC•, and SCAVENGER* are moletei*d "alma® Or "W001131ke by,John Mortar Aswi ietrm rnr• moll r_. hN— r...,...... MIIIMrIetellEquivalent I imm i .8mm fl BBER* CORatrubii0a Prold John Wagner Assoclates, 205 Mason C dondord, Call.fornla 94 Tel; (925) 68NO Fax: (925) 8271 70TAL P. A.M. EA �INEERING AND TES_ ING, INC. 3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946 VP,RO BEACH (561)567-6167 FORT PIERCE (561) 461-7698 STUART (561) 283-7711 FT PIERCE I-800-233-9011 Report 'g'� 2 I o Zz� ZZI.� MOISTURE DENSITY RELATIONSHIP Q-Mtt r �. yw TLIS ASTM D-1557 d es w� CLIENT: Atrium on the Ocean DATE:4/23/01 CONTRACTOR: M.H. Williams Construction, Inc. SITE: Atrium II on the Oc�an Foundation Fill P.C.F. Dry Weigh 9 11 13 Moisture % of Dry Weight 15 JAN U 9 2002 I� �:%��u y i�ur;uc Works Test No. Twl Method Sample Location Optimum Moisture% Max. Dry Density-P.C.F. Soil Description 101 A Foundation Fill Composite 12.2 108.7 Tan fine sand with traces of shell fragments w. 2 Respectfully submitted, A.M. ENGINEERING AND TESTING, INC. Richard Boyette, P.E. FL Reg. No. I ..4 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL AND ASPHALT 11-- A.M. ENGINEERING AND TESTING, INC. 3504 INDUSTRIAL 33rd STREET' FORT PIERCE • FLORIDA • 34946 VERO BEACH (561) 567.6167 FORT PIERCE (561) 461-7508 STUART (561) 283.7711 FT. PIERCE 1-800-233.9011 Report of DENSITY OF SOIL IN PLACE ASTM D2922 CLIENT: Atrium on the Ocean 11 CONTRACTOR: Client Date: 7/27/01 SITE: Atrium II on th Ocean Foundation Ground Floor Slab Area DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 133 7/27/01 Map Location 1 0 - 1 ' 101 108.7 104.8 96.4 134 Map Location 2 0 - 1 ' 105.2 96.8 135 Map Location 3 0 - 1 ' 105.6 97.1 ALL ELEVATIONS BELOW SLAB GRADE Copies: Client -I M.H. Williams - 1 Fax to Steve - 1(461-6315) Jenkins & Charland, Inc. - 1 GEOTECHNICAL ENGINEERING Respectfully submitted, A.M. ENGINEERING AND TESTING, INC. RICHARD BOYETTE, P.E. FL Reg. No. 42485 -- -- - ......... ... 1�1 PAA: (561)1 745-0981 FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALTTESTING The Afrium oh tho cect.h J- W6,AdFloor SlabArea, AQpns:y4y Tsf�ocaf'iolh5 rAftm , 1 - 0/� I mfwwrc+w' fOIIQN as App�Ky BRwar, L—TT.e �C rwl C � f tj�! 9_ OQ L_�A 03 ft' it W"-M " /aa / rroa " 1 it I I } I A r75-, , ' 1 I L_1 J r.I..�p.....1...�. ... �.. _`.._;. Q - j-- r f I =r A.M. ENGINEERING AND TESTING, INC. - 3504 INDUSTRIAL 33rdrSTREET `FORT PIERCE • FLORIDA • 34946 VERO BEACH (561) 567 6167 FORT PIERCE (561) 461-7508 STUART (561) 283 7711 FT. PIERCE 1.800-233-9011 Report of �' Z O Z ZZu. DENSITY OF SOIL IN PLACE ^^ ASTM D2922 A'T b F1 TH is CLIENT: Atrium on the Ocean CONTRACTOR: Client Date: 5/3/01 I SITE: Atrium II on th Ocean Pile Cap and Slab Area Backfill DENSITY TEST DATE MOISTURE -DENSITY RELATIONSHIP IN PLACE DRY PERCENT TEST MAX. NO. TESTED LOCATION ELEVATION NO. DRY WT. DENSITY COMPACTION 117 5/3/01 Map Location 3 0 - 1 ' 101 108.7 104.7 96.3 118 Map Location 3 1 - 2 ' 107.1 98.5 119 Map Location 3 2-3' 107.3 98.7 120 Map Location 4 0 - 1 ' 106.4 97.9 121 Map Location 4 1 - 2 r 107.0 98.4 122 Map Location 4 2-3' 106.8 98.3 123 Map Location 4 3-4' 105.5 97.1 124 Map Location 4 4 - 5 ' 106.6 98.1 125 Map Location 6 0 - 1 ' 107.1 98.5 126 Map Location 6 1 - 2 ' 107.4 98.8 127 Map Location 6 2-3' 107.2 98.6 128 Map Location 6 3-4' 107.7 99.1 129 Map Location 6 4 - 5 ' 108.0 99.4 ALL ELEVATIONS BELOW SLAB GRADE Copies: Client -I M.H. Williams - 1 Fax to Steve-1(461-6315) Jenkins & Charland, Inc. I" Respectfully submitted, A.M. ENGINEERING AND TESTING, INC. RICHARD BOYETTE, P.E. FL Reg. No. 42485 JUPITER OFFICE: 450 S. OLD DLYIEHIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX..- (561)745- 0981 GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING fur 6 Tlif1�Y ff rAac The Afriwn oa ihe, OceQY1 IL /'o4✓rJco1g1,7on r111 Qens.'�}. Tsf Zoc41 ions aKa mi r Ir-r-- N! ` ♦`�/:// i ; -_-_ '�P t----'c ' `\`a oO /'ate \``---W--'_,' �il - ✓,. a. •i�-misrdOarse'�rt iao newnv I �� � .. AIt � II rR�A �A.iO NO qnW I I �\�it i' r� ��� : � >iA �� � `-_- / a\ rK� �: ✓,r ra yr ki NW miu 03 PU J/m1e, i II� '---•••� .reY—���— ` J..} 6K OATN3M Al FfiW91 � �.__ li nrrl �!� FM DOWN TO I arovnawrro a-r vr. I•r 0 i I I \\ /�----� �, i 4 i I o 'y I'-'T-n G ���.. LL ___ _ _ _L_�f�_ !• 14 I I roroawro a a �ex rtarftE rM1K----1 1 I O I '�j Z I rj Z,4j FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. No. 3067-0071 NATIONAL FLOOD INSURANCE PROGRAM Expires July 31, 2007 ELEVATION CERTIFICATE 9 2002 i IN Important: Read the instructions on pages 1 - 5. - s SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: UILDING OWNER SNAME Policy Number S` 1' ` S %° E/e es T..+c. AKA ?-#c AT,e,uµ o"ToE C-E.w 13UILDING STREET ADDRESS (Indudin Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number ,..�., srnrr= - nv rnnr= ( W - tqf - ##.##" or Ali. # N##°) L...I'iNAD 1927 i_I NAD 1983 u USGS Quad Map U Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt. NFIPCOMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE /zo 28S • .sT. Guci F1.� - B4. MAP AND PANEL 85. SUFFIX 66. FIRM INDEX B7. FIRM PANEL B8. FLOOD FLOOD 89. BASE FLELEVATION(S) NUMBER DATE 1 EFFECTIVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) 6/� C"6-3o-9 // - ILi-9 Z 810. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 139. j_j FIS Profile L�IRM j_ Community Determined Lj Other (Describe: ) B11. Indicate the elevation datum used for the BFE in 89: j�GVD 1929 Lj NAVD 1988 j_J Other (Describe: ) 812. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? L[ Yes Lj No Designation Date: 1 SECTION C - BUILDING ELEVATION INFOR ATION (SURVEY REQUIRED) C1. Building elevations are based on: LjConstruction Drawings` L building Under Construction' j_JFinished Construction i 'A new Elevation Certificate will be required when construction of the building is complete. C2. Building Diagram Number 6 (Select the building diagram most similar to the building for which this certificate is being completed - see pages 4 and 5. If no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO Complete Items C3a-i below according to the building diagram specified in Clem C2. State the datum used. If the datum is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments Eie 5W'' n reference mark used 7. lei S Does the elevation reference mark used appear on the FIRM? j_) Yes 114No M a) Top of bottom floor (including basement or enclosure) I d . S ft.(m) lia<Top of next higher floor — Fih!ST yAjir4k 67 Fteoz Z / . 7 fL(m) ❑ b) Bottom of lowest horizontal structural member (V zones only) _ ft.(m) A ❑ d) Attached garage (top of slab) _ ft.(m) g Ele) Lowest elevation of machinery and/or equipment w rvicing the building _ ft.(m) 0 (% Lowest adjacent grade (LAG) /� <% ft.(m)13 0 O g) Highest adjacent grade (HAG) _ ft.(m) R ❑ h) No. of permanent openings (flood vents) within 1 ft. above adjacent grade ❑ i) Total area of all permanent openings (flood vents) in C3h sq. in. (sq. cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information'. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME E. D£-v LICENSE NUMBEF.L.�t LS 3tie Yt7 TITLE COMPANY NAME per .OLL ADDRESS 6d,r� SC,f SIGNATURE Jrtg s-c FEMA form 81-31, AUG 99 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL IkIPORTANT: In these spaces, copy the corresponding Information from Section A. For Inyurahce Company Use, BUILDING STREETADDRESS (Including Apt., Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX N0. Policy Number '3 000 1A CITY STATE 'h^' ZIP CODE Company NAIC Number N. tj'tG.attwb n l �. 3�t9�'E°I SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. I-1 Check here if attachments SFCTInN F - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONES AO and A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1 through E3. ff the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C must be completed. El. Building Diagram Number _ (Select the building diagram most similar to the building for which this certificate is being completed — see pages 4 and 5. If no diagram accurately represents the building, provide a sketch or photograph. E2. The top of the bottom floor (including basement or enclosure) of the building is 1_1_1 ftdm) 1_I-lin.(cm) 1_1 above or 1_1 below (check one) the highest adjacent grade. E3. For Zone AO'only:.' If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? I I Yes 1 No 1_1 Unknown The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (UK UWNtK'b KtYKESEN TATiVE) i cm T Tri .^T w. The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. PROPERTY OWNEROW 'S OR NER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE. SIGNATURE DATE > TELEPHONE if attachments G - COMMUNITY INFORMATION The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B.,C (or E), and G of this Elevation Certificate. Check the applicable box(es) and sign below. G1. 1_1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or,amiriitect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the glevsion data in the comments area below.) G2. L(•S-community official -completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO G3. IJ'Fhe following Infuriation (items G4-G9) is provided for community floodplain management purposes. ISSUED G7. This permit has been issued for: 1_1 New Construction 1_1 Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building is: G9. BFE or (in Zone AO) depth of flooding at the building site is: CommU ITY NAME TELEPHONE SIGN A7ME DATE _ ft.(m) Datum: _ft.(m)Datum: — I I Check here if attachrdEnts FEMA Form 81-31, AUG 99 REPLACES ALL PREVIOUS EDIT S REQUEST FOR 30 DAY TEMPORARY POWER RELEASE DATE: k-iu PERMIT NUMBER: z I o Z� ZZ r PROPERTY ADDRESS: St. Lucie County Comm. Devel. Dept. Code Compliance Division 2300 Virginia Avenue Fort Pierce, FL 34982-5652 Ph. (561) 462- 2165 Fax_(561) L16a-Ihlg JAN 14 2092 11 �,000 'W.R1A N•ilu9cwni5o�r T-'.A�.c ISttucieCountylublicWor" THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30) DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA- TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS: 1. This temporary power release is requested for the above stated purpose only, and there will be no oic upancy of any type, other than that permitted by construction during this time period. 2. As witness by our signatures, we hereby agree to abide by all terns and conditions of this agreement, including Building Division Policy, which is incorporated herein by reference. 3. All conditions and requirements listed in the attached document entitled "Requirements for 30 Day Power for Testing" have been fulfilled and the premises is ready for compliance inspection. We hereby release and agree to hold harmless, St. Lucie County, and their employees from all liabilities and claims of any type or nature which may arise now or in the future out of this transaction, including any damages which may be incurred due to the disconnection of electrical power in the event of violation of this agreement. Ct7CJRE U-7g� M4Z�y4a� AA < uwner. 777 all" 3s "'Al NO"03dSNI ON NO sOP NO Jd3M as 1SnW 11WMa aNY SNVId 9AA Sl 03ThA3tSAtlatl 3oNv17dW0 :> aoa aaMalnaa Nolslnw nNImine uNnoo atom is ELE( PAN PARTIAL PLAN AT UTILITY ROOM FOR REMAINDER OF UNIT, REFER TO DRANNG E3D3. SCALE: 1/4" = 1'-0" ATRIUM II COAMLnNc m=p,=8a, ESKSHEET TITLE: Off-4ADp•FT UNIT 5C MODIFICATIONS 07 RN6AVOME m SUE WtS Tab»E �pC; RORW ma 303-1 DRAWN BY: CAD CHECKED BY: ENC a»xx s o ra Ib» tt nw Ip» IeYnu DATE: 01-03-02 0 ALTERNATE PLAN xa w�sr Dais aw. sxixra.rsr vui e[.a waa .wac ASSOCIA7€`- x la» ss�xm r.c Ib» uFnu INC. ,I I rs k PARTIAL PLAN AT UTILITY ROOM SCALE: 1/4" = 1'-O" AWING NO. PROJECT TITLE ATRIUM II PSKSHEET TITLE: 301-1 UNIT 5C MODIFICATIONS DRAWN BY: CAD CHECKED BY: ENG DATE: 01-03-02 Jn ALTERNATE PLAN Off-AWO • FT. PB CE ^W.. PALA WH 427 CE7FIFf WFE CRiCIE 9 Imo, 7177a0MIE SPRM66. FLORA 3Yl01 (607) ] 5110 FAX (107) 572-770( 20M X6REOR10M W& S C. FT PERM FtOGA/i 3" (407)166-1165 2665 FOREST WS ECM., SUITE 225. REST P" EERM FIURb6 ]N% (%7) %3-%00 FAX (W) /3E-77/5 ASSOCIATE: INC. 0 4"0 DRYER 24/8 1101 (�d""' :fX { UJ�°9 100CEM Tl r -- 21 14/8 E , UJ RISER 10/8 DRYER VENT RISER PARTIAL PLAN AT UTILITY ROOM SCALE: 1/4" = 1'-0" ME DRAW N0. PROJECT TITLE: ` '/ ATRIUM II C0�1WL7MG E1 MELDS M�K SHEET TITLE: ,P FERCE ,wP�M� 3011 ` UNIT SC MODIFICATIONS �R k, � n� —1 DRAWN BY: CAD CHECKED BY: ENC mn xweoxro.i omx. sox c vc vmtt, naro+ .>qw (.D7J. -nss DATE: 01-03-02 Q ALTERNATE PLAN 'rmsr ..0 KW., sort M KST vu. aun naw u.a ASSOCIATES Ian ss3-9eoo '. Nm) uo-n.s INC. OFFICE USE ONLY: DATE FILED: REVISION FEE: I I 3 4. PERMIT NUMBER: zi n2 0 2 Zy RECEIPT NO.: 9 — ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 561-462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS LOCATION/SITE ADDRESS: PROJECT INFORdIATION A'A'C+a,.�M. oN 'TKC. Qr-2At1'� DETAILED DESCRII,PT_ION'S OF PROJECT REVISIONS:�IISIdrt To vTt�� SG N'T"\ St t41G. CONTRACTOR INFOR`IATION ST. OF FL REG./CERT# c 4CLA IZ•'57-y ST. LUCIE"COUNTY CERT.# BUSINESSNAME: 4Ftylt��t(>MS GaPLSCR-�ut� �K G Qualifiers Name: ADDRESS: CITY: toSTATE: ZIP: 3�cq PHONE (DAYTIME): :z 1 _—i `71 SlS 0 FA.t # -S-Z-A -I S"I 5(� G.o ti.twe�' S't`3.3 ARCHIT/ENGINEER: NAME: ADDRESS: CITY: PHONE (DAYTIME): ewxa S T. L U C I E C 0 U N T Y 2300 Virginia Avenue Ft. :Pierce, Florida 34982 Growth Management Division R E C E I P T TRANSACTION NUMBER: 0114.6092 TRANSACTION DATE• 14 JAN 2002 PERMIT NUMBER: 21020224 PERMIT TYPE: MULTI -FAMILY RESIDENTIAL PERMIT JOB DESC: CONSTRUCT 12 STORY, 44 UNIT CONDOMINIUM TOWER JOB ADDR: 3000 A 1 A N (10469) PARCEL NUMBER: 1425-701-0220-000/8 FCC DESC: *5 OR MORE FAMILY BUILDING (105 ) APPLICANT: MICHAEL H WILLIAMS F E E S C O L L E C T E D FEE CODE DESCRIPTION AMOUNT -------- -------------------------------- --------------- REVIS REVISION TO PLANS 25.00 AMOUNT PAID: $25.00 FEE WAIVED: CHECK NBR: 4308513030238847 PAID BY: MICHAEL H WILLIAMS/MH WILLIAMS CONSTRUCTION, INC MEMO: DH S T. L U C I E C O U N T Y 2300 Virginia Avenue Ft. Pierce, Florida 34982 Growth Management Division R E C E I P T TRANSACTION NUMBER: 01146092 TRANSACTION DATE: 14 JAN 2002 PERMIT NUMBER: 21020224 :PERMIT TYPE: MULTI -FAMILY RESIDENTIAL PERMIT JOB DESC: CONSTRUCT 12 STORY, 44 UNIT CONDOMINIUM TOWER JOB ADDR: 3000 A 1 A ]V (10469) PARCEL NUMBER: 1425-701-0220-000/8 FCC DESC: *5 OR MORE FAMILY BUILDING (105 ) APPLICANT: MICHAEL H WILLIAMS F E E S C O L L E C T E D FEE CODE DESCRIPTION AMOUNT ------------------------------------------------------- REVIS REVISION TO PLANS 25.00 AMOUNT PAID: $25.00 FEE WAIVED: CHECK NBR: 4308513030238847 PAID BY: MICHAEL H WILLIAMS/MH WILLIAMS CONSTRUCTION, INC MEMO: DH OFFICE USE ONLY: DATE FILED: REVISION FEE: c PERMIT NUMBER: zl vz o LZl+ RECEIPT NO.: 0//a 2- ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 561-462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATIO\;SITE ADDRESS: 3 nob N HoTGi vaSoN 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS: -Tpcy151 oT S G NUT )L �4Tti "�'ow'O e.'i-��-AGM TFIvS .mtpm laTrD , r\� 3. CONTRACTOR INFORMATION: ST.OF FL REG./CERT#_ c 4GA 1 L$'Zy ST. LUCIE"COUNTY CERT.a BUSINESSNAME: _M.1-t q4\�%-1f&k` GoNSTR���� le-t G Qualifiers Name: ADDRESS: v-r CITY: tAi¢ l-�e��C+-Nt- STATE: 'F�, ZIP: PHONE (DAYTIME): _a _-j �1 • Sly o FA_Y # r, rr1 -1 S l wit t o 4- o«aTAC-T ' -i?�tC-tr I-s..sv C�'61- 1c.z. 57�3 4. ARCHIT/ENGINEER.: NAME: ADDRESS: CITY: PHONE (DAYTIME): —{'-• n �'�Tc^-1 STATE: F` FAX# ZIP t. rRACE0 Load 700 version 3.0 By OCI Associates, Inc. II Protect Name: The Atrium Dataset Name: W:1Trane Load Calcs\00117.lds Location: North Hutchinson Island Building Owner. Program g User: Jason Smith Company: OCI Associates, Inc. Comments: Location: Melbourne, Florida Latitude: 28.0 deg Longitude: 80.0 deq Time Zone: 5 Summer Design Dry Bulb: 88 OF Summer Design Wet Bulb: 78 OF Elevation: 16 It B Win o aro to met ' r Design' nc Pressure: pn Dry Bulb: 3g 29.9 i F n. H g Su . Summer CI Air Density. 0.0760 IbJcu ft Clearness Number 0.95 Ai Winter r er Cl earness Specific Heat: 0.2444 .Btu/Ib °F Number. 0.95 Densit -Speafc Heat Product. . 1.114 7 Btu/h cfm F , i . S . La u Latent Heat Factor: 4,906.9 Btu•min/h.cu Summer Ground Reflectance. 0.20 ft EnthaIp ✓ttor. Winter Groun d Reflectance. 0.204.5604 Ib•min/hrcu It Il Design Simulation Period: January through December Cooling Load Methodologv: TETD-TA1 Heating Load Methodol gv: UATD � Project _ Name: The Atrium I Dataset Name: W:\Trane Load Calcs100117.Ids TRACE®Load 700 v3.0 calculated - at 06:31 PM on1i/t4/2000 li r I -- — MAIN SYSTEM — ----- Auxiliary System Room Outside Coolinq Heatinq Return Exhaust Supply Exhaust Airflow Airflow Airnow Airflow Airflow Airflow Airflow System Description System Type cfm cfm cfm cfm - .cfm .cfm cfm System •001 Water Source Heat Pump'. 11,200 - 100,765 100,765 100,765 1,200 0 0 Totals 1,200 100,765 100.765 100,765 1,200 0 0 Note: Airflows on this report are not additive because they are each taken at the time of their respective peaks. To view the balanced system design airflows, see the appropriate Checksums report (Airflows section). For more information about �i I I I this report, see the Output Interpretation Manual. j I I { i I Mon 12/14/2000 -TRACE Project of ct Name: The Atrium Dataset Name: W:\Trans Loadl6alcs\00117.Ids ®Load 700 v 3.0 calculated at 06:31 Pt - , MMARY U SYSTEM SUMMARY DESIGN CAPACITY QUANTITIES i B OCI Associates, Inc. Y COOLING HEATING Main Auxiliary Optional .ary Op Main Auxiliary I Optional D System System Vent Cooling System System Preheat Reheat Humidification Vent Heating , Capacity Capacity Capacity Totals Capacity Capacity Capacity .Capacity Capacity Capacity Totals Syst Description System Type .ton ton ton. ton Btu/h Btuth Btuth Btu/h Btuth. Btu/h - Bluth System = 001 Water Source Heat Pump -146.6 0.0 O.d� 146.6-732,607 0 0 0 0 0 -732,607 Totals 146.6 0.0 0. 146.6-732,607 0 0 0 0 0 -732,e07 * The building peaked at hour 16 month 9 with a capacity of 147 ton 12/14/200 0 Pro sc Na":: t Atrium The.. tnum --_--- TRACE® Load 700 v3.0 calculated at 06:31 PM on Datasel Name: WATrane Load Calcs100117.lds w ENGINEERING CHECKS By OCI Associates, Inc. COOLING HEATING Floor Area Description Type % OA cfm/ft' cfm/ton : k%ton Btulhrft' % OA cfm/ft° Btu/hr•k' k' Building Block Load Zone 1.19 0.83 687.2. 823.3 14.57 1.19 - 0.83 -6.07 120,720 System - 001 System - Water Source Heat Pump 1.19 0.83 687.2 823.3 14.57 1,19 0.83 -6.07 120,720 III Project Name: TheAldum on 12/14/2000 TRACE® Load 700 v3.0 calculated a culated at 06:31 ��.. Detaset Name: W:1Trane Load i Calcs100117.lds System Checksums By OCI Associates, Inc. System - 001 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK Peaked at Time: Mo/Hr: 9 / 16 Mo/Hr: 9 / 16 Mo/Hr: 13 / 1 .Outside Air: OADB/WB/HR: 86 / 77 / 126 OADB: 86 OADB: 38 Space Ret. Air Ret. Air Net Percent Space Percent Space Peak Coil Peak Percent Sens. +. Lat. Sensible Latent Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Btu/h Btu/h Btu/h Btu/h Btu/h (%). Btu/h Btu/h (%) Envelope Loads Skylite.Solr 0 0 0 0.00 0 0.00. 0 0 0.00 Skylite Cond 0 0 0 0.00 0 0.00 0 : 0 0.00 Roof Cond 0 49,157 49157 2.79 0 "0.00 0 -20,290 2.77 . Glass Solar 708,047 0. 708:047 40.24 708,047 43.97 0 0 0.00 ` Glass Cond 171,735 0 171,735 9.76 171,735 10.66 -536,158 -536,158 _73.18. Wall Cond 63,923 23,841 87,764 4.99 63,923 3.97 -99.112 -136,541 18.64 Partition 0 0 0.00 0. 0.00 0 0 0:00 Exposed Floor 0 0 0.00 0 0.00 0 :. 0 0.00 Infiltration 0 0 0.00 '. 0 0.00 0 -- 0 0.00 Sub Total =_> 943.706 72,997 1,016,703 57.78 943,706 58.61 -635,270 .. -692,989 94.59 :.Internal Loads Lights: 618,026 0 618,026 I; 35.13 618,026 38.38 ' 0. 0 0.00 People 60,000 60,000 3.41 30,000 1.86 0 0 0.00 Misc 0 0 0 0 0.00 1 0 0.00 0 0 0.00 Sub Total =_> 678,026 0 0 678,026 38.54 �. 648,026 - 40.24 0 0 0.00 Ceiling Load 18,543 -18,543. 0 0.00 18,543 1.15 -14,662 0 0.00 Outside Air 0 0 0 65,394 3.72 0 0.00 0 -40.130 5.48 Sup. Fan Heat 0 0.00 0.00 0 0.00 Rot. Fan Heat 0 0 0.00 0.00 '. 0 0.00 Duct Heat Pkup 0 0 0.00 0.00 - 0 0.00 OV/UNDR Sizing 0 0 0.00 0 0.00 0 0 0.00 Exhaust Heat -648 0 -648 -0.04 - 0.00 - ':513 -0.07 .Terminal Bypass 0 0 0 0.00 0.00 0 0.00 Tofal==> 1,640,275 53,805 0 1,759,475 100:00 , 1,610,275 100.00 649,932 732,607 100.00 COOLING COIL SELECTION Total Capacity Sens Cap.: CoilAlrfl. Enter DB/WB/HR Leave DBIWB/HR ton MBh MBh cfm °F °F gr/lb °F "F gr/Ib Main Clg 146.E 1,759.5 1,678.1 100,765 75.6 Aux Clg 0.0 0.0 0.0 0 0.0 Opt Vent 0.0: 0.0 -0.0. `.0 0.0 Total 146.6 1,759.6 g 65.7 60.7 57.2 64.5 0.0 0.0. 0.0 0.0 0.0 0.0 0.0 0.0 AREAS ' Gross Total Glass Floor 120,720 Part 0 ExFlr 0 Roof 10,060 - 0 0 Wall 57,840 16,032 28 Water Source Heat Pump TEMPERATURES Clg Htg SADS 60.7 73.8 Plenum 75.5 67.6 Return 75.5 67.6 Ret/OA 75.6 67.3 Fn MtrTD ` 0.0 0.0 Fn BldTD 0.0 0.0 Fn Frict 0.0 0.0 AIRFLOWS Cooling Heating Vent 1,200 1,200 Infll 0 0 Supply 100,765 100,765 Mincfm 0 0 Return 100,765 100,765 Exhaust 1,200 1,200 Rm Exh 0 0 Auxil 0 0 ENGINEERING CKS Cooling Heating % OA. 1.2 1.2 cfm/ft' 0.83 0.83 cfm/ton 687.24 ft'/ton 823.34 Btu/hrft' 14.57-6.07 No. People 120 HEATING COIL SELECTION Capacity Coil Airfl Ent Lvg MBh cfm °F °F Main Htg -732,0 100,765 67.3 73.8 Aux Htg 0:0 0 0.0 0.0 Preheat A 0 0.0 0.0 Reheat 0: 0 0.0 0.0 Hufnidif O' 1 0 0.0 0.0 0 0.0 0.0 Opt Vent 0A Project Name: The Atrium :.Dataset Name; W:1Trane Load Calcs\00117.lds TRACE® Load 700 v3.0 calculated a 86:31 PM on 12/14/2000 { PEAK COOLING LOADS MAIN SYSTEM By OCI Associates, Inc. SPACE COIL OA Room Supply Space Space Space OA Supply Coll Floor Peak Cond. .Dry Dry Air Sensible 'Latent Peak Cond. Dry Air .Area Time DBAWB. Bulb Bulb Flow Load Load Time DBAWB Bulb "Flow Description ft'. Mo/Hr aF °F °F cfm Btu/h Btu/h Mo/Hr °F °F cfrn Coil - Coll Sensible Latent. Load Load Btu/h Btu/h Building Block Load Rm/Zn Tot 120,720 -9/16 86 77 75 60.7 100,765 1,610,275 30,000 9/16 86 77 60.7 100,765 1,678,126 System - 001 Sys Tot/Ave 120,720 86 77 75 60.7 100,765 1,610,275 30,000. 86 77 60.7 100,765 1,678,126 System -001 Sys Block 120:720 ,.9/16 86177 75 60.7 100,765 1,610,275 30,000 9/16 86 77 60.7 100,765 1,678,126 66.31 PM on 12/1 412000 LWhole Building Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 Form 40OA-97 PROJECT NAME The Atrium PERMITTING OFFICE: ADDRESS: _North Hutchinson Island _ST. LUCIE COUNTY CLIMATE ZONE: 6 OWNER: _Mitch Melvin PERMIT NO: AGENT: JURISDICTION NO: 661000 BUILDING TYPE: _Multifamily CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _10060 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 72 'COMPLIANCE CALCULATION: I'' 'METHOD A ----------------- A. WHOLE BUILDING I, PRESCRIPTIVE REQUIREMENTS: NUMBER OF ZONES: 1 DESIGN CRITERIA RESULT 96.27 100.00 PASSES LIGHTING EXTERIOR LIGHTING 3800.00 15900.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES ` iVAC EQUIPMENT COOLING EQUIPMENT 1. EER 12.50 9.60 PASSES IPLV 12.50 9.00 PASSES HEATING EQUIPMENT 1. COP 3.40 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Without Exposed Roo 6.00 4.20 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. EF 0.87 0.86 PASSES PIPING INSULATION REQUIREMENTS 1. Circulating ----------------------- 0.75 0.20 PASSES ---------------------------------------------------- COMPLIANCE CERTIFF-ATION• I hereby certify at the plans and speclfi�ca,tions c fired by this calcu- latjen�-are i pliance with the FloA( a &n fficiency Code. DATE Syr i I heteb) :,certify that this building is in Mmpliance with the Florida Energy Effkiency Code. Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes._ BUILDING OFFICIAL: DATE: TOWNER/AGENT: DATE: I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT MECHANICAL: 4rt" ruL 1 M+ �f1�Ql PLUMBING `r ELECTRICAL: Ar r sdA LIGHTING w• (*) Signature is required where Florida law requires' design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. BUILDING ENVELOPE SYSTEMS COMPLIANCE _ CHECK 401.------GLAZING--ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) North Commercial 1.09 .7 .8 None 30 East Commercial 1.09 .7 .8 None 224 Southeast Commercial 1.09 .7 .8 None 200 South Commercial 1.09 .7 .8 None 480 West Commercial 1.09 .7 .8 None 600 West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 1 = 4054 Total Glass Area = 4054 402------- WALLS --ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross(Sgft) North Hvywt. Concrete Wall + 8" Concre 0.490 19 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 -South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 ':.West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 1 = 4807 Total Gross Wall Area = 4807 403------- DOORS --ZONE 1----------------------------------------------- --- Elevation Type U Area(Sgft) --------------------------------------------------- ----- North 1-3/8 Wood Door -Solid core flush 0.39 ---------- 147 'East 1-3/8 Wood Door -Solid core flush 0.39 42 Southeast .5 Glass 1.13 42 South .5 Glass 1.13 21 West .5 Glass 1.13 42 Total Door Area in Zone 1 = 294 Total Door Area = 294 -,404.------ROOFS--ZONE 1------------------------------------------------ --- 'Type Color U Insul R Area(Sgft) 6° lightweight Concrete Medium 0.158 19 1250 Total Roof Area in Zone 1 = 1250 Total Roof Area = 1250 '405------- FLOORS -ZONE 1------------------------------------------------ --- ,Type Insul R Area(Sgft) ---------- ------------------------------------------------------- ,Slab on Grade/Uninsulated 0 10060 Total Floor Area in Zone 1 = 10060 Total Floor Area = 10060 406------- INFILTRATION -------------------------------------------------- --- CHECK Infiltration Criteria in 406.1.ABCD have been met. MECHANICAL SYSTEMS ----^------------------- _______________ CHECK MAC load sizing has been (407.1.ABCD) 407.--- ---COOLING SYSTEMS --_performed. No Efficiency IPLV Tons 1. Water Cooled / Water Source 2 12.5 12.5 17.75 408.------HEATING SYSTEMS ----------------------------------------------- Type No Efficiency BTU/hr -------------------------------- --------------------------- 1. Water Source 2 3.4 869000 409------- VENTILATION --------------------------------------------------- Ventilation Criteria in 409.1.ABCD have been met. ICHECK 410.-----AIR DISTRIBUTION SYSTEM---------------------------------------- - CHECK ------------------------------------------------------------ ---- Duct sizing and design have been performed. (410.1.ABCD) AHU Type Duct Location R-value ----------------------------------- ----------------------------- 1. Water Source Heat Pump Without Exposed Roof 6 CHECK ------------------------------------------------------ Testing and balancing will be performed. (410.1.ABCD) 411.-----PUMPS AND PIPING -ZONE ----------------------------------------- Basic prescriptive requirements in 411.1.ABCD have been met. PLUMBING SYSTEMS 411------ PUMPS AND PIPING -ZONE I --------------------------------------- Type R-value/in Diameter Thickness 1. Circulating 16 1 .75 412.-----WATER HEATING SYSTEMS -ZONE I ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons ---------------------------------------------------------------- 1. <=12 kW .87 0 16000 50 ELECTRICAL SYSTEMS CHECK 413------ ELECTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in 413.1.ABCD have been met. 414.-----MOTORS --------------------------------------------------- ----- --- Motor efficiencies in 414.1.ABCD have been met. 415------ LIGHTING SYSTEMS -ZONE 1--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- ----------------- ----------------- --- ---------------- Bar/Lounge 1 On/Off 10 5000 2500 General Ex 1 On/Off 4 1000 1500 Fine Activ 1 On/Off 4 1500 1500 First Thre 1 On/Off 4 900 1250 Reception 1 On/Off 12 1500 2000 Reading, T 1 On/Off 9 2000 1310 Total Watts for Zone 1 = 11900 Total Area for Zone 1 = 10060 Total Watts = 11900 Total Area = 10060 CHECK Lighting criteria in 415.1.ABCD have been met. ------------------------------------------------------------ ----- --- 16. Operation/maintenance manual will be provided to Owner.(102.1) ------------------------------- Whole Building Performance Method for Commercial Buildings Form 40OA-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME The Atrium PERMITTING OFFICE: ADDRESS: _North Hutchinson Island _ST. LUCIE COUNTY CLIMATE ZONE: _6 OWNER: _Mitch Melvin PERMIT NO: AGENT: JURISDICTION NO: 661000 BUILDING TYPE: _Multifamily CONSTRUCTION CONDITION• New construction DESIGN COMPLETION: Building _Finished CONDITIONED FLOOR AREA: NUMBER OF ZONES: _120720 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: 72 COMPLIANCE CALCULATION: METHOD A DESIGN CRITERIA ----------------- A. WHOLE BUILDING 98.10 100.00 PRESCRIPTIVE REQUIREMENTS: LIGHTING NOT APPLICABLE FOR MULTIFAMILY RESIDENT GREATER THAN 3 STORIES HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 12.50 9.60 IPLV 12.50 9.00 2. EER 12.50 9.60 IPLV 12.50 9.00 3. EER 12.50 9.60 IPLV 12.50 9.00 4. EER 12.50 9.60 IPLV 12.50 9.00 5. EER 12.50 9.60 IPLV 12.50 9.00 6. EER 12.50 9.60 IPLV 12.50 9.00 7. EER 12.50 9.60 IPLV 12.50 9.00 8. EER 12.50 9.60 IPLV 12.50 9.00 9. EER 12.50 9.60 IPLV 12.50 9.00 10. EER 12.50 9.60 IPLV 12.50 9.00 11. EER 12.50 9.60 IPLV 12.50 9.00 12. EER 12.50 9.60 IPLV 12.50 9.00 HEATING EQUIPMENT 1. COP 3.40 12 RESULT ------ PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES PASSES F /A z� 2. COP 3.40 N/A 3. COP 3.40 N/A 4. COP 3.40 N/A 5. COP 3.40 N/A 6. COP 3.40 N/A 7. COP 3.40 N/A 8. COP 3.40 N/A 9. COP 3.40 N/A 10. COP 3.40 N/A 11. COP 3.40 N/A 12. COP 3.40 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Without Exposed Roo 6.00 4.20 PASSES 2. Without Exposed Roo 6.00 4.20 PASSES 3. Without Exposed Roo 6.00 4.20 PASSES 4. Without Exposed Roo 6.00 4.20 PASSES 5. Without Exposed Roo 6.00 4.20 PASSES 6. Without Exposed Roo 6.00 4.20 PASSES 7. Without Exposed Roo 6.00 4.20 PASSES 8. Without Exposed Roo 6.00 4.20 PASSES 9. Without Exposed Roo 6.00 4.20 PASSES 10. Without Exposed Roo 6.00 4.20 PASSES 11. Without Exposed Roo 6.00 4.20 PASSES 12. Without Exposed Roo 6.00 4.20 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. EF 0.87 0.86 PASSES 2. EF 0.87 0.86 PASSES 3. EF 0.87 0.86 PASSES 4. EF 0.87 0.86 PASSES 5. EF 0.87 0.86 PASSES 6. EF 0.87 0.86 PASSES 7. EF 0.87 0.86 PASSES 8. EF 0.87 0.86 PASSES 9. EF 0.87 0.86 PASSES 10. EF 0.87 0.86 PASSES 11. EF 0.87 0.86 PASSES 12. EF 0.87 0.86 PASSES PIPING INSULATION REQUIREMENTS 1. Circulating 0.75 0.20 PASSES 2. Circulating 0.75 0.20 PASSES 3. Circulating 0.75 0.20 PASSES 4. Circulating 0.75 0.20 PASSES 5. Circulating 0.75 0.20 PASSES G. Circulating 0.75 0.20 PASSES 7. Circulating 0.75 0.20 PASSES 8. Circulating 0.75 0.20 PASSES 9. Circulating 0.75 0.20 PASSES 10. Circulating 0.75 0.20 PASSES 11. Circulating 0.75 0.20 PASSES 12. Circulating 0.75 0.20 PASSES ---------------------------------------------------------------------- COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Review of the plans and specifica- tions covered by this calculgtion indicates compliance with the R Y Florida Ener fic.iency Code. PREPARED BY - 'DATE : I hereby carti y,that this building is in compliance -with -the Florida Energy Efficiency Code.- ' OWNER/AGENT: DATE: Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Statutes. BUILDING OFFICIAL: DATE: I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT MECHANICAL: AMrrt. G9f* PLUMBING `' ELECTRICAL: o z, 6s0 ' '4 LIGHTING (*) Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. S BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401------- GLAZING --ZONE 1----------------------------------------- V- Elevation Type YP U SC_ VLT Shading g S ft Area ( g ) North Commercial 1.09 .7 .8 None 30 East Commercial 1.09 .7 .8 None 224 Southeast Commercial 1.09 .7 .8 None 200 South Commercial 1.09 .7 .8 None 480 West Commercial 1.09 .7 .8 None 600 West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 1 _ 4054 401.------GLAZING--ZONE 2------------------------------------------------ V- Elevation Type U SC VLT Shading Area(Sgft) North Commercial --- ---- 1.09 ---- .7 8 -------------- None ---------- 30 East Commercial 1.09 .7 .8 None 224 Southeast Commercial 1.09 .7 .8 None 200 South Commercial 1.09 .7 .8 None 480 West Commercial 1.09 .7 .8 None 600 West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 2 = 4054 401------- GLAZING --ZONE 3------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) --- North --------- Commercial ---- ---- 1.09 --_- .7 8 -------------- None ---------- 30 East Commercial 1.09 .7 .8 None 224 Southeast Commercial 1.09 .7 .8 None 200 South Commercial 1.09 .7 .8 None 480 West Commercial 1.09 .7 .8 None 600 West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 3 = 4054 401.------GLAZING--ZONE 4------------------------------------------------ v- Elevation Type U SC VLT 'Shading Area(Sgft) --------- North -------------- Commercial ---- ---- 1 1.09 ---- .7 .8 ------------- None ---------- 30 East Commercial 1.09 .7 .8 None 224 Southeast Commercial 1.09 .7 .8 None 200 South Commercial 1.09 .7 .8 None 480 West Commercial 1.09 .7 .8 None 600 West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 4 = 4054 401.------GLAZING--ZONE 51 ----------------------------------------------- v- Elevation Type iU SC VLT Shading Area(Sgft) --------- North ---------- ----- Commercial ---- ---- 1.09 ---- .7 .8 -------------- None ---------- 30 East Commercial 1.09 .7 .8 None 224 Southeast Commercial 1.09 .7 .8 None 200 South Commercial 1.09 .7 .8 None 480 West Commercial 1.09 .7 .8 None 600 West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 5 = 4054 401: ------ GLAZING --ZONE 6------------------------------------------------ EleyAtion Type ----------- U SC VLT Shading v- Area(Sgft) Nor&J, Commercial 1.09 ---- -------- Easy Commercial .7 .8 None 1.09 •7 .8 None 30 224 Y Southeast Commercial 1.09 .7 .8 None 200 South Commercial 1.09 .7 .8 None 480 -West Commercial 1.09 .7 .8 None 600 West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 6 = 4054- 401------- GLAZING --ZONE L 1------------------------------------ --- -v Elevation Type U SC VLT Shading Area'(Sgft) North Commercial 1.09 .7 .8 None 30 East Commercial 1.09 .7 .8 None 224 ``Southeast Commercial 1.09 .7 .8 None 200 South Commercial 1.09 7 .8 None 480 West Commercial 1.09 .7 .8 None 600 -:West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 7 = 4054 401.------GLAZING--ZONE 8-------------------------------------- ----v- Elevation Type U SC VLT Shading Area(Sgft) North Commercial 1.09 .7 .8 None 30 East Commercial 1.09 .7 .8 None 224 Southeast Commercial 1.09 .7 .8 None 200 South Commercial 1.09 .7 .8 None 480 West Commercial 1.09 .7 .8 None 600 "West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 8 = 4054 >'401.------GLAZING--ZONE 9------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) --------- North ----- - Commercial - ---- ---- 1.09 ---- .7 8 -------------- None ---------- 30 East Commercial 1.09 _7 .8 None 224 Southeast Commercial 1.09 .7 .8 None 200 'South Commercial 1.09 .7 .8 None 480 West Commercial 1.09 .7 .8 None 600 West Commercial 0.6G .6 .8 None 2520 Total Glass Area in Zone 9 = 4054 _401------- GLAZING --ZONE 10------------------------------------------------ v- Elevation Type U -SC VLT Shading Area(Sgft)' ------ North ------ -- Commercial -- ---- ---- 1.09 ---- .7 .8 -------------- None ---------- 30 East Commercial 1.09 .7 .8 None 224 Southeast Commercial 1.09 .7 .8 None 200 'South Commercial 1.09 .7 .8 None 480 West Commercial 1.09 .7 .8 None 600 West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 10 = 4054 401------- GLAZING --ZONE 11------------------------------------------------ v- 'Elevation Type U SC VLT Shading Area(Sgft) - North Commercial -- ---- 1.09 ---- .7 .8 -------------- None ----- 3-0 East Commercial 1.09 .7 .8 None 224 Southeast Commercial 1.09 .7 .8 None 200 South Commercial 1.09 .7 None 'West Commercial 1.09 .7 .8 None 480 West Commercial 0.66 .6 .8 None 600 .8 2520 40�..------GLAZING--ZONE Total 12---------__ Glass ------------------------------------- Area in Zone 11 = 4054 V- Elevation Type U v- SC VLT Shading AreafSgft)I i North Commercial 1.09 .7 .8 None 30 East Commercial 1.09 .7 .8 None 224 Southeast Commercial 1.09 .7 _8 None 200 South Commercial 1.09 .7 .8 None 480 West Commercial 1.09 .7 .8 None 600 West Commercial 0.66 .6 .8 None 2520 Total Glass Area in Zone 12 = 4054 Total Glass Area = 48648 402.------WALLS--ZONE 1------------------------------------------------ --- Elevation Type U Insul R Gross(Sgft) --- North: Hvywt. ------------------ Concrete Wall + 8" Concre ----- ------- 0.490 19 ----------- 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8° Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 1 = 4807 402------- WALLS --ZONE 2------------------------------------------------ --- Elevation Type U Insul R Gross(Sgft) - North Hvywt. ------------------- Concrete Wall + 8" Concre ----- ------- 0.490 19 ----------- 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 2 = 4807 402. ------ WALLS --ZONE 3------------------------------------------------ --- Elevation Type U Insul R Gross(Sgft) --------- North -------------------------------- Hvywt. Concrete Wall + 8" Concre ----- ------- 0.490 19 -`--------- 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 3 = 4807 402.------WALLS--ZONE 4---------------------------------- 7------------- '--- Elevation Type U Insul R Gross(Sq£t) North Hvywt. ------------------------ Concrete, Wall + 8" Concre ----- ------- 0.490 19 ----------- 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 4 = 4807 402.------WALLS--ZONE 5------------------------------------------------ --- Elevation Type U Insul R Gross(Sgft) North Hvywt., ------------------- Concrete Wall + 8" Concre ----- ------- 0.490 19 ----------- 825 Northeast Hvywt.' Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 5 = 4807 Y402------- WALLS --ZONE 6------------------------------------------------ Elevation Type U Insul R Gross(Sg ft) North Hvywt. Concrete Wall + 8" Concre 0.490 19 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 6 = 4807 402.------WALLS--ZONE 7------------------------------------------------ Elevation Type -------------------------------- U Insul R Gross(Sgft) --- North Hvywt. Concrete Wall + 81F Concre ----- 0.490 ------- 19 -------- 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 7 = 4807 402.------WALLS--ZONE 8------------------------------------------- Elevation Type-- - - U Insul R Gross(Sgft) i North Hvywt. - - - ---- Concrete Wall + 8" Concre 0.490 19 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 811 Concre 0.490 19 825 West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 8 = 4807 402------- WALLS --ZONE 9------------------------------------------------ Elevation ---- Type -------------------------------- U Insul R Gross(Sgft) North Hvywt. Concrete Wall + 8" Concre 0.490 19 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 9 = 4807 402.---- -WALLS--ZONE 10---------------------------------- Elevation --- Type -------------------------------- U Insul R -- -g Gross(Sft) --- North Hvywt. Concrete Wall + 8" Concre - 0.490 ------- 19 ----------- 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 ;West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 402.------WALLS--ZONE Total Wall Area in Zone 10 = 4807 11------------------------------------------------ Elevation --- Type ---------------------- Insul R Gross(Sgft) North Hvywt. Concrete Wall + 8" Concre - -U 0.490 19 825 Northeast Hvywt. Concrete Wall + 8"Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 East Hvywt. Concrete Wall + 8" Concre 0.490 495 South Hvywt. Concrete Wall + 8" Concre 0.490 19 715 825 s West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 11 = 4807 -402.------WALLS--ZONE 12 ------------------------------------------------ Elevation Type U Insul R Gross(Sgft) ----------------------------------------- ----- ------- ----------- North Hvywt. Concrete Wall + 8" Concre 0.490 19 825 Northeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 Southeast Hvywt. Concrete Wall + 8" Concre 0.490 19 495 East Hvywt. Concrete Wall + 8" Concre 0.490 19 715 South Hvywt. Concrete Wall + 8" Concre 0.490 19 825 West Hvywt. Concrete Wall + 8" Concre 0.490 19 1452 Total Wall Area in Zone 12 = 4807 Total Gross Wall Area = 57684 403------- DOORS --ZONE 1 ------------------------------------------------ Elevation Type U Area(Sgft) ------------------- ----------------------------- ----- ---------- North 1-3/8 Wood Door -Solid core flush 0.39 147 East 1-3/8 Wood Door -Solid core flush 0.39 42 Southeast .5 Glass 1.13 42 South .5 Glass 1.13 21 West .5 Glass 1.13 42 Total Door Area in Zone 1 = 294 403.------DOORS--ZONE 2 ------------------------------------------------ Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- Adjacent 1-3/8 Wood Door -Solid core flush 0.39 84 Total Door Area in Zone 2 = 84 403------- DOORS --ZONE 3 ------------------------------------------------ Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- Adjacent 1-3/8 Wood Door -Solid core flush 0.39 84 Total Door Area in Zone 3 = 84 403.------DOORS--ZONE 4 ------------------------------------------------ Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- Adjacent 1-3/8 Wood Door -Solid core flush 0.39 84 Total Door Area in Zone 4 = 84 403------- DOORS --ZONE 5 ------------------------------------------------ Elevation Type U Area(Sgft) ------------------------------------------------ ----- ---------- Adjacent 1-3/8 Wood Door -Solid core flush 0.39 84 Total Door Area in Zone 5 = 84 403------- DOORS --ZONE 6 ------------------------------------------------ Elevation Type U Area(Sgft) -------------------------------------------------- ----- ---------- Adjacent 1-3/8 Wood Door -Solid core flush 0.39 84 Total Door Area in Zone 6 = 84 403------- DOORS --ZONE 7 ------------------------------------------------ Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- Adjacent 1-3/8 Wood Door -Solid core flush 0.39 84 403.------DOORS--ZONE Total Door Area in Zone 8 7 = 84 ElevatiCIA Tape ----- --------- U Area(Sgft) Adjacent 1-3/8 Wood Door -Solid core flush 0.39 ---------- 84 403.------DOORS--ZONE Total Door Area in Zone 9------------------------------------------------ 8 84 Elevation Type U Area(Sgft) --------------------------------------------------- ----- --------- -Adjacent 1-3/8 Wood Door -Solid core flush 0.39 84 Total Door Area in Zone 9= 84 403------- DOORS --ZONE 10 ------------------------------------------------ Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- Adjacent 1-3/8 Wood Door -Solid core flush 0.39 84 Total Door Area in Zone 10 = 84 403------- DOORS --ZONE 11 ------------------------------------------------ Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- Adjacent 1-3/8 Wood Door -Solid core flush 0.39 84 Total Door Area in Zone 11 = 84 403.------DOORS--ZONE 12 ------------------------------------------------ Elevation Type U Area(Sgft) --------------------------------------------------- ----- ---------- Adjacent 1-3/8 Wood Door -Solid core flush 0.39 84 Total Door Area in Zone 12 = 84 Total Door Area = 1218 404.------ROOFS--ZONE 1 ------------------------------------------------ Type Color U Insul R Area(Sgft) ------------------------------------ ------ ------------ ---------- 6" lightweight Concrete Medium 0.158 19 1250 Total Roof Area in Zone 1 = 1250 404.------ROOFS--ZONE 2 ------------------------------------------------ Type Color U Insul R Area(Sgft) ------------------------------------ ------ ---------------------- 61, lightweight Concrete Medium 0.158 19 10060 Total Roof Area in Zone 2 = 10060 404------- ROOFS --ZONE 3 ------------------------------------------------ Type Color U Insul R Area(Sgft) ------------------------------------ ------ ---------------------- 6" lightweight Concrete Medium 0.158 19 10060 Total Roof Area in Zone 3 = 10060 404------- ROOFS --ZONE 4 ------------------------------------------------ Type Color U Insul R Area(Sgft) ------------------------------------ ------ ---------------------- 6" lightweight Concrete Medium 0.158 19 10060 Total Roof Area in Zone 4 = 10060 404.------ROOFS--ZONE 5 ------------------------------------------------ Type Color U Insul R Area(Sgft) ------------------------------------ ------ ---------------------- 6" lightweight Concrete Medium 0.158 19 10060! TotalRoof Area= 10060 404.------ROOFS--ZONE 6-----------Zone - - 5 _- -- ------ Type Color U Insul R Area(Sgft) ------------------------------------ ------ ---------------------- 6" lightweight Concrete Medium 0.158 19 10060 Total Roof Area in Zone 6 = 10060 404.------ROOFS--ZONE 7--------------------------------------------- -=- TYpe Color U Insul R Area(Sgft) ------------------------------------ ------ --------------------- 6° lightweight Concrete Medium 0.158 19 10q 0 Total Roof Area in Zone 7 = 100-0 404------- ROOFS --ZONE 8------------------------------------ ----- Type Color U Insul R Area(S ftt) g -------------------------------'- -- 6" lightweight Concrete Medium 0.158 19 10060 Total Roof Area in Zone 8 = 10060 `404------- ROOFS --ZONE 9------------------------------------------------ --- Type ------------------------------------ Color ------ U Insul R ------------ Area(Sgft) ---------- 6" lightweight Concrete Medium 0.158 19 10060 Total Roof Area in Zone 9 = 10060 404.------ROOFS--ZONE 10------------------------------------------------ --- Type Color ------ U Insul R ------------ Area(Sgft) ---------- ------------------------------------ 6" lightweight Concrete Medium 0.158 19 10060 Total Roof Area in Zone 10 = 10060 404------- ROOFS --ZONE 11------------------------------------------------ --- Type Color ------ U Insul R ------------ Area(Sgft) ---------- ------------------------------------ 6" lightweight Concrete Medium 0.158 19 10060 Total Roof Area in Zone 11 = 10060 404------- ROOFS --ZONE 12------------------------------------------------ --- Type Color ------ U Insul R ------------ Area(Sgft) ---------- ------------------------------------ 6" lightweight Concrete Medium 0.158 19 10060 Total Roof Area in Zone 12 = 10060 Total Roof Area = 111910 405.------FLOORS-ZONE 1------------------------------------------------ --- Type Insul R ------- Area(Sgft) ---------- ------------------------------------------------ Slab on Grade/Uninsulated 0 10060 Total Floor Area in Zone 1 = 10060 405------- FLOORS -ZONE 2------------------------------------------------ --- Type Insul R ------- Area(Sgft) ---------- ------------------------------------------------ Slab on Grade/Uninsulated 0 10060 Total Floor Area in Zone 2 = 10060 405------- FLOORS -ZONE 3--------------------`--------------------------- --- Type Insul R Area(Sgft) ---------- ------------------------------------------------ Slab on Grade/Uninsulated ------- 0 10060 Total Floor Area in Zone 3 = 10060 405------- FLOORS -ZONE 4------------------------------------------------ --- Type insul R ------- Area(Sgft) ---------- ------------------------------------------------ Slab on Grade/Uninsulated 0 10060 Total Floor Area in Zone 4 = 10060 405.------FLOORS-ZONE 5------------------------------------------------ --- Type Insul R ------- Area(Sgft) ---------- ------------------------------ Slab on Grade/Uninsulated ------ 0 10060 Total Floor Area in Zone 5 = 10060 .405------- FLOORS -ZONE 6------------------------------------------------ --- Type Insul R Area(Sgft) ------------------------------------------------ Slab on Grade/Uninsulated ------- 0 ---------- 10060 Total Floor Area in Zone 6 = 10060 405------- FLOORS -ZONE 7------------------------------------------------ --- Typ ---- ---------------------------- Insul R Area(Sgft)- Slab on Grade/Uninsulated--------- ------- ---------- Total Floor Area in Zone 0 10060J 10060 405.------FLOORS-ZONE 8 ------------------------------------------------ Type ------------------------------------------------- Insul R Area(Sgft) Slab on Grade/Uninsulated ------- 0 ---------- 10060 Total Floor Area in Zone 8 = 10060 405------- FLOORS -ZONE 9 ------------------------------------------------ Type Insul R Area(Sgft) ------------------------ Slab on Grade/Uninsulated ----------------- ------- 0 ---------- 10060 Total Floor Area in Zone 9 = 10060 405------- FLOORS -ZONE 10 ------------------------------------------------ Type Insul R Area(Sgft) ------------------------------------------------ Slab on Grade/Uninsulated ------- 0 ---------- 10060 Total Floor Area in Zone 10 = 10060 405------- FLOORS -ZONE 11------------------------------------------------ Type Insul R Area(Sgft) ------------------------------------------------ Slab on Grade/Uninsulated ------- 0 ---------- 10060 Total Floor Area in Zone 11 = 10060 405.------FLOORS-ZONE 12 ------------------------------------------------ Type Insul R Area(Sgft) ------------------------------------------------ Slab on Grade/Uninsulated ------- 0 ---------- 10060 Total Floor Area in Zone 12 = 10060 Total Floor Area = 120720 406------- INFILTRATION -------------------------------------------------- Infiltration Criteria in 406.1.ABCD have been met. ICHECK MECHANICAL SYSTEMS CHECK --------------------------------------------------`-------------- ---- HVAC load sizing has been performed. (407.1.ABCD) 407.------COOLING SYSTEMS ----------------------------------------------- Type No Efficiency IPLV Tons ---------------------------- ------------- ------------------- 1. Water Cooled / Water Source 2 12.5 12.5 17.75 2. Water Cooled / Water Source 2 12.5 12.5 17.75 3. Water Cooled / Water Source 2 12.5 12.5 17.75 4. Water Cooled / Water Source 2 12.5 12.5 17.75 5. Water Cooled / Water Source 2 12.5 12.5 17.75 6. Water Cooled / Water Source 2 12.5 12.5 17.75 7. Water Cooled / Water Source 2 12.5 12.5 17.75 8. Water Cooled / Water Source 2 12.5 12.5 17.75 9. Water Cooled / Water Source 2 12.5 12.5 17.75 10. Water Cooled / Water Source 2 12.5 12.5 17.75 11. Water Cooled / Water Source 2 12.5 12.5 17.75 12. Water Cooled / Water Source 2 12.5 12.5 17.75 408.------HEATING SYSTEMS ----------------------------------------------- Type -------------------------------- No Efficiency BTU hr / .. Water Source --------869000 2.- Water Source 3.4 3: Water Source 2 3.4 869000 4, Water Source 2 3.4 869000 5. Water Source 2 3.4 869000 6. Water Source 2 3.4 869000 2 3.4 869000 M , 7. Water Source 2 3.4 869000 8. Water Source 2 3.4 869000 9. Water Source 2 3.4 869000 10. Water Source 2 3.4 869000 11. Water Source 2 3.4 869000 12. Water Source 2 3.4 869000 409.------VENTILATION --------------------------------------------------- CHECK Ventilation Criteria in 409.1.ABCD have been met. 410 ------ AIR DISTRIBUTION SYSTEM---------------------------------------- CHECK-- ----------- Duct sizing ----------------------------------------------- and design have been performed. (410.1.ABCD) ---- AHU Type Duct Location R-value 1. ----------------------------------- Water Source Heat Pump ---------------------- Without Exposed Roof ------- 6 2. Water Source Heat Pump Without Exposed Roof 6 3. Water Source Heat Pump Without Exposed Roof 6 4. Water Source Heat Pump Without Exposed Roof 6 5. Water Source Heat Pump Without Exposed Roof 6 6. Water Source Heat Pump Without Exposed Roof 6 7. Water Source Heat Pump Without Exposed Roof 6 8. Water Source Heat Pump Without Exposed Roof 6 9. Water Source Heat Pump Without Exposed Roof 6 10. Water Source Heat Pump Without Exposed Roof 6 11. Water Source Heat Pump Without Exposed Roof 6 12. Water Source Heat Pump Without Exposed Roof 6 CHECK ------------------- Testing and ---------------------------------------- balancing will be performed. (410.1.ABCD) - 411------ PUMPS AND PIPING -ZONE ----------------------------------------- Basic prescriptive requirements in 411.1.ABCD have been met. PLUMBING SYSTEMS 411------ PUMPS AND PIPING -ZONE Type ------------------------ 1. Circulating 411------ PUMPS AND PIPING -ZONE Type ------------------------ 1. Circulating 411------ PUMPS AND PIPING -ZONE Type ------------------------ 1. Circulating 411------ PUMPS AND PIPING -ZONE Type ------------------------ 1. Circulating 411.-----PUMPS AND PIPING -ZONE Type ----------------------- 1. Tirculating 411.-----pUMpS AND PIPING -ZONE Vjpe ------------------------ 1--------------------------------------- R-value/in Diameter Thickness --------------------------- 16 1 .75 2 --------------------------------------- R-value/in Diameter Thickness --------------------------- 16 1 .75 3 --------------------------------------- R-value/in Diameter Thickness --------------------------- 16 1 .75 4 --------------------------------------- R-value/in Diameter Thickness ---------- -------- --------- 16 1 .75 5 --------------------------------------- R-value/in Diameter Thickness --------------- 16 R-value/in Diameter Thickness 1. Circulating 411------ PUMPS AND PIPING -ZONE Type ------------------------ 1. Circulating 411------ PUMPS AND PIPING -ZONE Type ------------------------ 1. Circulating 411------ PUMPS AND PIPING -ZONE 'type ------------------------ 1. Circulating 411.-----PUMPS AND PIPING -ZONE Type ------------------------ 1. Circulating 411.-----PUMPS AND PIPING -ZONE Type ------------------------ 1. Circulating 411------ PUMPS AND PIPING -ZONE Type ------------------------ 1. Circulating 16 1 .75 7--------------------------------------- R_value/in Diameter Thickness 16 1 .75 8 --------------------------------------- R-value/in Diameter Thickness 16 1 .75 9 --------------------------------------- R-value/in Diameter Thickness 16 1 .75 10 --------------------------------------- R-value/in Diameter Thickness ---------- -------- --------- 16 1 .75 11 --------------------------------------- R-value/in Diameter Thickness ---------- ----------------- 16 1 .75 12 --------------------------------------- R-value/in Diameter Thickness 16 1 .75 412.-----WATER HEATING SYSTEMS -ZONE 1 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons 1. <=12 kW .87 0 16000 50 412.-----WATER HEATING SYSTEMS -ZONE 2 ---------------------------------- Type ------------------------ Efficiency StandbyLoss -------------------- InputRate -------------------- Gallons 1. <=12 kw .87 0 16000 50 412------ WATER HEATING SYSTEMS -ZONE 3 ---------------------------------- Type ---- Efficiency StandbyLoss -------------------0 InputRate -------------------- Gallons <=12 kW 1. 50 412.-----WATER HEATING SYSTEMS -ZONE 4 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons 1. <=12 kW .87 0 16000 50 412------ WATER HEATING SYSTEMS -ZONE 5 ---------------------------------- Type ------------------------ Efficiency StandbyLoss ---------- InputRate Gallons 1. <=12 kW ---------- .87 0 -------------------- 16000 50 412------ WATER HEATING SYSTEMS -ZONE 6 ---------------------------------- Type ------------------------ Efficiency StandbyLoss -------------------- InputRate Gallons 1. <=12 kW .87 0 -------------------- 16000 50 412------ WATER HEATING SYSTEMS -ZONE 7 ---------------------------------- Type ------------------------ Efficiency StandbyLoss -------------------- InputRate Gallons 1. <=12 kW ---------- .87 0 ---------- 16000 50 412------ WATER HEATING SYSTEMS -ZONE 8 ---------------------------------- Type ---------------- Efficiency StandbyLoss InputRate Gallons '- <=12 kW 4-------WATER HEATING ---- -------------- SYSTEMS -ZONE 9.870 _______________ 16000 ------------I 50 Type --- - -- - Efficiency ------------ - --- StandbyLoss ---------- InputRate Gallons 1. <=12 kW .87 0 -------------------- 16000 50 412------ WATER HEATING SYSTEMS -ZONE 10 ---------------------------------- Type Efficiency ---------------------- StandbyLoss InputRate Gallons 1. <=12 kW .87 ---------- 0 -------------------- 16000 50 412------ WATER HEATING SYSTEMS -ZONE 11 ---------------------------------- Type ------------------------ Efficiency ---------- StandbyLoss InputRate Gallons 1. <=12 kW .87 ---------- 0 -------------------- 16000 50 412------ WATER HEATING SYSTEMS -ZONE 12 ---------------------------------- Type ------------------------ Efficiency ---------- StandbyLoss InputRate Gallons 1. <=12 kW .87 -------------------- 0 ----------', 16000 50 ELECTRICAL SYSTEMS CHECK 413.-----ELECTRICAL POWER DISTRIBUTION---------------------------- ----- Metering criteria in 413.1.ABCD have been met. 414.-----MOTORS --------------------------------------------------- ----- Motor efficiencies in 414.1.ABCD have been met. 415------ LIGHTING SYSTEMS -ZONE I --------------------------------------- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) ---------- ----------------- Bar/Lounge 1 On/Off ----------------- --- 10 ------ 5000 ---------- 2500 General Ex 1 On/Off 4 1000 1500 Fine Activ 1 On/Off 4 1500 1500 First Thre 1 On/Off 4 900 1250 Reception 1 On/Off 12 1500 2000 Reading, T 1 On/Off 9 2000 1310 Total Watts for Zone 1 = 11900 Total Area for Zone 1 = 10060 415------ LIGHTING SYSTEMS -ZONE 2 --------------------------------- Space Type No Control Type 1 ---------- No Control Type 2 No Watts Area(Sgft) ----------------- Guest Room 1 On/Off ----------------- --- 30 ------ 8000 ---------- 10060 Total Watts for Zone 2 = 8000 Total Area for Zone 2 = 10060 415.-----LIGHTING SYSTEMS -ZONE 3 --------------------------------------- Space Type No Control Type 1 ---------- No Control Type 2 No Watts Area(Sgft) ----------------- Guest Room 1 On/Off --- -------------- --- ------ 30 8000 ---------- 10060 Total Watts for Zone 3 = 8000 Total Area for Zone 3 = 10060 415------ LIGHTING SYSTEMS -ZONE 4 --------------------------------------- Space Type No Control Type 1 ---------- No Control Type 2 No Watts Area(Sgft) ----------------- ,Guest Room 1 On/Off --- -------------- --- ------ 30 8000 ---------- 10060 Total Watts for Zone 4 = 8000 Total Area for Zone 4 = 10060 415------ LIGHTING SYSTEMS -ZONE 5 --------------------------------------- Space Type No Control Type 1 ---------- ----------------- No Control Type 2 No Watts Area(Sgft) Guest Room 1 On/Off --- -------------- --- ------ 30 8000 ---------- 10060 Total Watts for Zone 5 = 8000 Total Area for Zone 5 = 10060 415.-----LIGHTING SYSTEMS -ZONE 6--------------------------------------- Space Type No Control Type 1 ---------- --- -------------- Guest Room 1 On/Off 415.--- LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 1 On/Off 415------ LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 1 On/Off 415.-----LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 1 On/Off 415------ LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 1 On/Off 415------ LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 1 On/Off 415.-----LIGHTING SYSTEMS -ZONE Space Type No Control Type 1 ---------- --- -------------- Guest Room 1 On/Off No Control Type 2 No Watts Area(Sgft) ----------------- --- ------ ---------- 30 8000 10060 Total Watts for Zone 6 = 8000 Total Area for Zone 6 = 10060 7 --------------------------------------- No Control Type 2 No Watts Area(Sgft) 30 8000 10060 Total Watts for Zone 7 = 8000 Total Area for Zone 7 = 10060 8 --------------------------------------- No Control Type 2 No Watts Area(Sgft) --- -------------- --- ---------------- 30 8000 10060 Total Watts for Zone 8 = 8000 Total Area for Zone 8 = 10060 9 --------------------------------------- No Control Type 2 No Watts Area(Sgft) ----------------- --- ---------------- 30 8000 10060 Total Watts for Zone 9 = 8000 Total Area for Zone 9 = 10060 10 --------------------------------------- No Control Type 2 No Watts Area(Sgft) ----------------- --- ---------------- 30 8000 10060 Total Watts for Zone 10 = 8000 Total Area for Zone 10 = 10060 11 --------------------------------------- No Control Type 2 No Watts Area(Sgft) 30 8000 10060 Total Watts for Zone 11 = 8000 Total Area for Zone 11 = 10060 12---------------------------------------' No Control Type 2 No Watts Area(Sgft)! ----------------- --- ---------------- 30 8000 10060 Total Watts for Zone 12 = 8000 Total Area for Zone 12 = 10060 Total Watts = 99900 Total Area = 120720 CHECK Lighting criteriain415.1.ABCD have been met. ------------------------------------------ ----- 16. Operation/maintenance manual will be provided to owner.(102.1) ------------------------------------------------------------------------- ST LUCIE COUNTY FIRE DISTRICT BUREAU OF FIRE PREVENTION PLAN REVIEW 2400 Rhode Island Avenue Ft Pierce, FL 34950 (New Construction ( )Tenant Improvement ( )Addition Jurisdiction: Occupancy: Address: Contractor Contractor's Address: Architect/Engineer: Building Owner: Occupancy Type: Gross sq ft: Occupant Load: Construction Type: SLC Atrium on the Ocean II 3000 N. AIA MH Williams Constructior 2287 W. Eau Gallie Blvd. Ste. A Douglas Root Surf & Sand Properties High rise/Apartments 121,735 Telephone: 561-462-2312 FAX: 561-462-2323 ( )Renovation/alterations ( )Shell Only F. P. B.: B-01-32 Building Dept: 21020224 Number of stories: 12 Phone # 321-757-5750 City: Melbourne Phone # 561-367-1505 Review Date: 3/1/2001 Automatic sprinklers: Required Net sq ft: Based On: SBCCI Type: NOTE 1. All revisions must be in compliance before the final inspection. 2. The Fire Marshal requires 24 hour notice on all inspections. 3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office. 4. Permit fees are required to be paid in full prior to any inspections. 5. Failed inspections require payment of fee prior to rescheduling of further inspections. 6. A copy of the required revision/s have been transmitted to the Architect () Contractor ( ). 7. Penetrations through rated assemblies shall be of proper UL design. 8. UL design criteria shall be submitted with the construction plans. REVISIONS REQUIRED KNOX BOX IS REQUIRED (X) KNOX KEY SWITCH REQUIRED ( X ) Main Structure: 1. Stair enclosure 1 and 2: All door and jamb assemblies shall be "B" label/90 min. rated as shown, including the door and jamb assemblies at the ground and roof level. The stair enclosures shall be protected in its entirety. 2. The elevator machine room door and jamb assemblies shall be a minimum of 3/4 hr. rated. 3. The emergency generator room door and jamb assembly shall be "B" label/90 minute rated. The air intake louver shall also meet this requirement. 4. The fire pump room door and jamb assembly shall be a minimum of 3/4 hr. rated. Fire pump rooms require a 2 hr. rating or a 1 hr. rating when protected by automatic fire sprinklers. 5. The storage room exterior door and jamb assembly shall be a minimum of 3/4 hr. rated. 6. Separate permits are required for the installation of the fire sprinkler system and fire alarm system. 7. The trash room (ground floor) exterior door and jamb assembly shall be "B" label/90 minute rated. The trash chute shall be in accordance with NFPA 82. 8. The standpipe as shown shall be relocated within both stair enclosures and on the roof. The present location is not acceptable. It creates access problems during use. 9. Temporary standpipes shall be installed and functional throughout construction. 10. Provide calculations for the smoke management system shown for the atrium. Prior to issuing the certificate of occupancy a smoke evacuation test shall be performed on the Atrium smoke evacuation system. 11. See attached HVAC requirements. NFPA requires duct detectors in the supply air. 12. Generator Room: What type of fuel will be used? A separate permit is required. 13. Fire pump: NFPA requires 10 pipe diameters between any horizontal bend and the pump suction flange. 14. Provide interior finish ratings for all floors. 15. Provide signage for all common rooims and stairwell level signage. See attached stairwell example. 16. Provide the UL listing for the glass block windows shown. 17. The fitness room storefront glass and walls shall be protected by a water curtain on both sides or provide alternate construction to meet the 1 hour rated exit access requirement. 18. The fire alarm control room shall contain items listed in NFPA 101, 2000 edition Section 11.8.5 See attached. 19. Indicate emergency lighting for the stairwells and all accessible roof areas. 20. Caf(§: If cooking is going to take place a hood system and fixed fire suppression will be required. Garages: 1. Attic access is not shown. Cabana: No revisions Reviewed by: Date: 3/5/2001 101-mi; tiAh'h:IY'f0 LIFE FROM FIRE IN BUILUINGti ANU tilR1'U 11CRha level in each 50 lineal ft (15 lineal m) of exterior enclosing wall area. 11.7.4.2 The requirements of 11.7.3 shall apply. 11.7.4.3 Exits from underground structures having an occu- pant load of more than 100 persons in the underground por- tions of the structure and having a floor used for human occupancy more than 30 ft (9.1 m) or more than one level below the lowest level of exit discharge shall be as follows: (1) Exits shall be cut off from the level of exit discharge per 7.1.3.2. (2) Exits shall be provided with outside smoke -venting facili- ties or other means to prevent the exits from becoming charged with smoke from any fire in the areas served by the exits. 11.7.4.4 The underground portions of an underground struc- ture, other than an existing underground structure, shall be provided with approved automatic smoke venting in accor- dance with Section 9.3 where the underground structure has the following: (1) An occupant load of more than 100 persons in the under- ground portions of the structure (2) A floor level used for human occupancy more than 30 At (9.1 m) or more than one level below the lowest level of exit discharge (3) Combustible contents, combustible interior finish, or combustible construction 11.7.4.5 Exit stair enclosures in underground structures haw ing a floor level used for human occupancy more than 30 ft (9.1 m) or more than one level below the lowest level of exit discharge shall be provided with signage in accordance with 7.2.2.5.4 at each floor level landing traversed in traveling to the exit discharge. The signs shall include a chevron -shaped indicator to show direction to the exit discharge. SECTION 11.8 HIGH-RISE BUILDINGS 11.8.1 General. 11.8.1.1 Where required by Chapters 12 through 42, the pro- visions of Section 11.8 shall apply to high-rise buildings as defined in 3.3.101. 11.8.1.2 In addition to the requirements of Section 11.8, com- pliance with all other applicable provisions of this Codeshall be required. 11.8.2 Extinguishing Requirements. 11.8.2.1* High-rise buildings shall be protected throughout by an approved, supervised automatic sprinkler system in accordance with Section 9.7. A sprinkler control valve and a waterflow device shall be provided for each floor. 11.8.2.2 High-rise buildings shall be protected throughout by a Class (standpipe system in accordance with Section 9.7. 11.8.3 Detection, Ahem, and Communications Systems. - 11.8.3.1* A fire alarm system using an approved, emergency voice/alarm communication system shall be installed in actor. dance with Section 9.6. - 11.8.3.2 Two-way telephone communication service shall be provided for fire department use. This system shall be in accordance with NFPA 72, National Fire Alarm Code. The com- munications system shall operate between the central control 2000 Edtion station and every elevator car, every elevator lobby, and each fluor level of exit stains. F.xceptum: This requirement shill not apply where the fire department radio ,system is appnrved as an equivalent system. I I.8A Emergency lighting and Standby Power. 11.8.4.1 Emergency lighting in accordance with Section 7.9 shall be provided. 11.8.4.2* Class 1, Type 60, standby power in accordance with NFPA 70, National Electrical Code, and NFPA 110, Standard for Emergency and Standby Power Systems, shall be provided. The standby power system shall have a capacity and rating suffi- cient to supply all required equipment. Selective load pickup and load shedding shall be permitted in accordance with NFPA 70, National Electrical Code. The standby power system shall be connected to the following: (1) Emergency lighting system (2) Fire alarm system (3) Electric fire pump (4) Central control station equipment and lighting (5) Not less than one elevator serving all floors, with standby power transferable to any elevator (6) Mechanical equipment for smokeproof enclosures (7) Mechanical equipment required to conform with the requirements of Section 9.3 11.&5* Central Control Station. A central control station shall be provided in a location approved by the fire depart- ment. The control station shall contain the following: (1) Voice fire alarm system panels and controls (2) Fire department two-way telephone communication ser- vice panels and controls where required by another sec- tion of this Code (3) Fire detection and fire alarm system annunciation panels (4) Elevator floor location and operation annunciators (5) Sprinkler valve and waterflow annunciators (6) Emergency generator status indicators (7) Controls for any automatic stairway door unlocking system (8) Fire pump status indicators (9) A telephone for fie department use with controlled access to the public telephone system SECTION 11.9 PERMANENT MEMBRANE STRUCTURES 11.9.1 General. 11.9.1.1 The provisions of Section 11.1 shall apply. 11.9.1.2 Membrane materials shall not be used where fire resistance ratings are required for walls or roofs. Exception No. 1: Where every part of the roof, including the roof mem- brane, is not less than 20 fl (6.1 m) above any floor, balcony, orgal- lery, a noncombustible or limited -combustible membrane shall be permitted to be used as the roof in any type of construction. Exception No. 2. With approval of the authority having jurisdiction, membrane materials shall be permitted to be used when every part of the roof membrane is sufricimtfy above every significant fin potential that the imposed temperature cannot exceed the capability of the mem- brane, including seams, to maintain its structural integrity. 11.9.1.3 Testing of membrane materials for compliance with Section 11.9 use of the categories of noncombustible and limited -combustible materials shall be performed on weathered -membrane material as defined in 3.3.211. u • FIGURE A-37.3 Example of a stairway marking sign. NORTH STAIR 00000 SUB-BASEMENTTO 24TH FLOOR NO ROOF ACCESS DOWN TO FIRST FLOOR FOR EXIT DISCHARGE r �.y FIRE MARSHAL'S OFFICE Vv�c�000NTy�lo� o � a X x DISA St. Lucie County Fire District (561)462-2312 • FAX (561)462-2323 AUTOMATIC FAN SHUT DOWN REQUIREMENTS FOR AIR HANDLING SYSTEMS, 2400 Rhode Island Ave. Fort Pierce, FL 34950 The requirements for automatic fan shut down in air handling systems are the requirements of the Standard Mechanical Code, 1997 Edition, Chapter 4, Section 406, and the National Fire Protection Association, Life Safety Code NFPA 101. In determining which code to comply with, the following information is necessary. A/C units make up a system and is referred to in the codes as an air handling system. 2. The NFPA Life Safety Code, Occupancy Chapters 8 through 31 references Heating, Ventilation, and air Conditioning and shall comply with Section 101-7-2 of the ]Life Safety Code. 3. Section 101-7-2 requires air conditioning, heating, ventilating ductwork, and related equipment to be installed in accordance with NFPA 90A, Standard For The Installation Of Air Conditioning and Ventilation Systems, or NFPA 90B, Standard For The Installation of Warm Air Heating and Air Conditioning Systems. 4. NFPA 90A. Scope: This standard applies to all systems for the movement of environmental air in structures that: a. Serves spaces over 25,000 cubic feet in total volume, or b. Serve buildings of Type III, IV, and V construction over three stories in height, regardless of volume. The construction types indicated are in accordance with NFPA 220. 5, NFPA 90A. For the purpose of this standard, a space is considered as the entire building or a portion thereof separated from other portions of the building by fire resistance rated construction and whose environmental air does not mix with that of any other space. For spaces not exceeding 25,000 cubic feet in volume, reference the Standard Mechanical Code, Chapter 4, Section 406. 6. Spaces not exceeding 25,000 cubic feet in total volume shall be in accordance with the Standard Mechanical Code,1997 Edition. 7. Automatic fan shut down requirements. NFPA 90A. a. Location: Smoke detectors listed for use in air distribution systems shall be located: 1.) Downstream of the air filters and ahead of any branch connections in air supply systems of greater than 2,000 cfin capacity. 2.) At each story prior to the connection to a common return and prior to any recirculation or fresh air inlet connection in air return systems over 15,000 cfm capacity and serving more than one story. Exception #1: Return systems smoke detectors are not required when the entire space served by the air distribution system is protected by a system of area smoke detectors. Exception #2: Fan units whose sole function is to remove air from inside the building to outside the building. b. Function. Required smoke detectors shall automatically stop their respective fan(s) upon detecting the presence of smoke. Exception: Where the return air fan is functioning as part of an engineered smoke control system and a different mode is required. C. Installation. Listed duct type smoke detectors shall be installed in accordance with NFPA 72, National Fire Alarm Code. 1.) When an approved protective signaling system (fire alarm) is installed in the building the smoke detectors shall be connected to the protective signaling system in accordance with NFPA 72. Activation of any air distribution system smoke detector will cause a supervisory signal to be indicated at a constantly attended location or will cause an alarm signal. 2.) All detection devices used for the operation of smoke dampers, fire dampers, fan control, smoke doors, and fire doors shall be monitored for integrity in accordance with NFPA 72, 1-5.8 where connected to the fire alarm system serving the protected premises. 3.) When smoke detectors are installed in a building not equipped with an approved protective signaling system, the system shall a.) cause a visual and audible signal in a normally occupied area, and b.) smoke detector trouble conditions shall be indicated visually or audibly in a normally occupied area and shall be identified as air detector trouble. c.) The above signal requirements can be annunciated with a simple remote test station with a sounder. 8. Smoke detectors having power supplied separately from the signaling system (fire alarm) for the sole function of stopping fans do not require standby power. STANDARD MECHANICAL CODE Automatic Fan Shutdown Requirements: a. Systems serving buildings or spaces less than 25,000 cubic feet in volume shall comply with the requirements of the Standard Mechanical Code, Chapter 4, Section 406, 1997 Edition. b, Capacity greater than 2,000 cfin. Recirculating air systems with a fan capacity greater than 2,000 cfin shall automatically shut down by means of an approved smoke detector placed in the return air stream prior to any exhausting from the building or mixing with fresh air makeup. C. Capacity 2,000 cfin or less. Reciculating air systems with a fan capacity of 2,000 cfin or less, but serving an area used for egress, shall have automatic fan shutdown. This would be foyers, lobbies, stairways, corridors, and passageways. Mar 31 99 03:22F ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT 2300 VIRGINIA AVENUE FT. PIERCE, FL. 34982-5652 561-462-1553 DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications for building permit involving the construction of new residence (single ormulti-family), residential addition, any accessory structure requiring ` a building permit, and any nonresidential structure. This Certification shall not apply tointerior renovations (provided that no structural walls, columns or other similar wmponent is being effected) and certain other minor building permits. For further assistance, please Contact the Building Inspection Office at 462-1553 or 462-2172. PROJECT NAME THE hf.T�R um O1.1 :( OGE f.I OFFICE USE ONLY' STREET ADDRESS („�5 r rC. QCh/ PA NUMBER iN �7TGNt�I�OrJ IBC. rj PERMIT NUMBER ocCP.TYPE CST. TYPE CERTIFICATION STATMENT: CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED BY CURRENT CODE PROVISIONS. DESIGN PARAMETERS AND ASSUMPTIONS USED, (please check orco/olete the op oo ito b ) 1. STANDARD BUILDING CODE 1997 EDITION ASCE 7-9S V OTHER (SPECIFY) 2. BUILDING DESIGN IS (CHECKONE) ENCLOSED _lt'� PARTIALLY ENCLOSED OPEN BUILDING _ 3. BUILDING HEIGHT: II FT 4. WIND SPEED USED IN BUILDING DESIGN: I ¢5 MPH 5, WIND EXPOSURE CLASSIFICATION (REFER TO. EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 51): G 6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: r-7 O, I PSF 7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:+O A PSF E.. IMPORTANCENSE FACTOR (OBTAIN FROM BUILDING CODE): I I 0 I . 9. LOADS: FLOOR - RSF ROOF/DEAD: 2 S PSF ROOF/LIVE: 4-C) PSF 1D. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES NO — If NO, why? (attach explaination) / 11. 1S A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES �(( NO If NO. why? (attach explaination) 12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YES NO _ If NO, why? (attach explaination) 13. - MINIMUM SOIL BEARING PRESSURE: ' O PSF AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. •r'� FAME .�-isPGR&Y D McGee CERTIFICATION NO: If, + D/XIuY . DESIGN FIRM. J F—N K INS S CNAR,LANL) DATE:. 6 V031Q I - THIS-CPERTTAbC/4TfOAI ©% s� Foan�iocd - - v ` N T Green Mala an t�r Sabal Palm 18' oa sv'Jashin ton Palm24'-26' oa Ligustrurxi Trees \ • Philodendron selloum 24" s r. 3 al. ' „ g��� g p r b Florida Gradeir & �� an,iards ltfo. 1 or bet*ce sh31t z.pply to all giant n•.-terlal unless otherwise ; Coconi• al SAC ' t 10' x 8' ++ Crinum asiaticum 36" x 3�6", Mb Plant pits to betwlo'' tl ^ diimeter of re -at L::lls & backfilled with planting soil (all trees & shr 2 2 oa, 3 0 (§A Sabal Palm 26' oa Washington Palm 16'-18' oa Calypso Oleander \+ Ixora Nora Grant 3 gal. 24,'" spr. , 3 gal. Fertilize all trees & sip" ,` s with Agriform tablets (or approved equal); follow manf.'s instruct IRVCanary Island Date Palm 6 x 4 shrub }\ ' r r Fertilize all sod with Sc�" � Augustine in r r \ rr ,� . R St.. ,s¢u,t a formula (or approved equal). 8` gray wood ° I Zamia floridana Coontie 2 spr., 7 gal. g y Sabal Palm 22' oa Washington Palm 12'-14'oa 0Seagrape 10' x 6'-8' }\ Indian Hawthorne 24 x 24' 3 gal. Irrigation system shall provide 0096 coverage & shall be fully automatic. - - Tree Type, 3 - 5 stems } Petite Salmon yp ' \ \ Mulch all. shrub and groundcover areas with 3" shredded cypress bark (or approved equal). /� Juniperigadl_. arsonii 18"spr. @ foc, 3 gal. Oleander 24 spr. \ Brace or guy trees as necessary to secure upright untill self supporting root system is estabBs Hibiscus Tree rr This shall be done In a manner which does not create a safety hazard to pedestrians or vehie @ 3 oc Piny Conocous erectus serecea 4 spr. 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THE SUPPLIER SHALL INCREASE TENDON FORCES AS REQUIRED TO ACCOUNT OR LOSSES. 5.} SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS FOR THE POS TENSIONING SYSTEM SYSTEM. B.') REINFORCING BARS SHOWN ON PLANS AS SOLID LINES ARE TOP BARS D BARS SHOWN AE' DASHED LINES ARE BOTTOM BARS, UNLESS SPECIFICALLY S OWN OTHERWISE. 7.) ALL REINFORCING BARS THIS LEVEL SHALL BE #4'S, UNLESS SP CIF ALLY SHOWN OTHERWISE7X1O'O" INDICATES 7 BARS OF 10'0" LENGTH. ®.) REINFORCING BAR LENGTHS SHALL_ BE IN ACCORDANCE WITH AC! INI MS, UNLESS SPECIFICALLY SHOWN OTHERWISE. i " to - #3 TIES ® 341i%/C UPTO 2'-0" FROM FACE OF COLUMN OYP) PLACE FRST SET 1 1/7 AWAY FROM FACE 01- •4 ADDL BARS T&B (TYPI USE.. TOP REW. AT COOS F LENGTH N EXCESS OF THAT INDICATED HERE. .297K SVi 297K #3 TIES 0 334'C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) �a ►mc 3A" im 297K PLACE FRST SEE 1 1/7 AWAY FROM FACE OF COLUMN *4 ADDL BARS T&B (TYPI USE TOP REI F. AT COOS F LENGTH N EXCESS OF THAT NDICATED HERE r--► 351 K \ 4 ► 216K rl ADDL BARS T&B (TYPI USE TOP RENF. AT COOS F LEIwGTH N EXCESS OF THAT NDK ATED HERE a1s — 7 1 4 1B9K #3 TIES ® 3%'C/C O r d UPTO 2'-0" FROM 30 FACE OF COLUMN (TYP) PLACE FRST SET 1 V7 AWAY FROM FACE ,Y OF COLUMN a a ST. LUCIE COUNT Yf BUILDING W CAMrL1AESI N „"� -REVIEED COMP A FOR N REVIEWED BY DATE 9.) - INDICATES IN -FILLED NDN-LOAD BEARING B" MASONRY WALLS. GROUT PLANS D Pf TIGHT TO THE UNDERSIDE OF THE STRUCTURE ABOVE AFTER ALL SHORING MUST BE KEPT ONO INSPECTION WIDE IS REMOVED. 10.) CONCRETE COVER FOR REINFORCING B S WI LI SLABS SHALL BE 3/40, EXCEPT AT EXTERIOR SLABS WHERE COVER SHALL BE 1". NO 11.) SEE SHEETS S-5 AND S-6 FOR SHIJVRN' AILS. 4 12.) L1 - INDICATES 1_60-1/2"x`.i/16 (LLV-DN) x 6'-0". ATTACH TO CONCRETE BEAM WITH (4) 5/8" DIAMETER HILT] KWIK BOLT 11 (MINIMUM EMBED 4-1/2") AT 1'-B" C/C. (s) - INDICATES A TYPICAL #4 HAIRPIN. HAIRPINS, AS REQUIRED, ARE TO BE PROVIDED BY A P/T SPECIALTY ENGINEER AT CURVES IN TENDONS (TYPICAL THROUGHOUT THE FLOOR). O - SUBSCRIPT "S" WITHIN COLUMN DESIGNATION SYMBOL INDICATES TO PROVIDE A SHEARHEAD AS PER DETAILS IN THIEi SHEET. 13.) LOCATION OF EACH P/T STRAND SHIALL BE MARKED ON THE UNDERSIDE OF SLAB. SEE STRUCTURAL NOTES FOR DETAILS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A DIMENSIONED SLEEVE/ FLOOR PENETRATION DRAWING FOR ALL TRADES, PRIOR TO PLACEMENT OF CONCRETE, FOR REVIEW AN APPROVAL OF THE ENGINEER. 14.) SEE STRUCTURAL NOTES AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. L THESE DESIGN PLANS AND SPECFICATIONS ARE N COWILANCE WITH THE STANDARDS ESTABLISFED N SECTION 62B-33.007, FLORDA ADMINISTRATIVE CODE DETAILS *4 ADDL BARS T&B (TYPI USE TOP RE3F. AT COL'S F LENGTH N EXCESS OF THAT WICATEO HERE. #3 TIES ® 331+"C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FIRST SET 1 1/7 AWAY FROM FACE OF COLUM 00 +4 ADDL BARS T&B (TYPl USE TOP REAP. AT COOS F LENGTH N EXCESS OF THAT NDCATED HERE. #3 TIES 03H-C/C j UPTO 2'-13 FROM jJ FACE OF COLUMN (TYP) PLACE FRST SET 1 V7 % AWAY FROM FACE OF COLUMN 8S ACO REVISIONS 12/20/00 GENERAL REVISION 03 02/213/01 REINF. LENGTH ® 12/11/01 CLARIFICATION C COP"TOBT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. c)U F : c� H w +4 ADDL BARS T&B (TYPI h"""mm`l USE TOP RENF. AT CCCS IF LENGTH N EXCESS OFFT ' INDICATED HEI E. —� #3 TIES ® 336 UPTO 2'-0" FROM FACE OF COLUMN MP) PLACE FIRST SET 1 1/7 AWAY FROM FACE OFIL COLUMN a ® ���01 i 1S 1 4. OR� . ......... wwam .. W 1 V4' 037 'I'V OR 4' CM SEC-nON A —A A`' AMERIC:AN CONSULTING �ENGINE6_RS COUNCIL 2 THE MAN 1NIND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED N ACCORDANCE WITH ANWASCE 7-95, MNMUMI DESIGN LOADS FOR BU..DNGS AND OTHER STRUCTLRES, SECTION 6, TO WITHSTAND THE VV1`D LORDS ASSOCIATED WITH A MNMLIM BASIC WAD SPEED OF 145 MLES PER H CIUR. J N K I N S & C ARLANQ a THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INO R R O R A TE D NCOWORATED INTO THE DESIGN AND SPEM ATIONS N ACCORDANCE WITH Cor molting Engineers ANWASCE 7-95, M WW DESIGN LOADS FOR BIADNGS AND OTHER STRICTURES, 3559 N.W. 53rd Street SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MNMUM BASIC FORT LAUDERDALE FL 33309 WND SPEED OF 145 MLES PER HO(1R. L'I09 484- TO THE BEST oFmykNOWLEDGE AND ABILITY, THE COMPLETED fk STRUCTIJE DEPICTED ON THESE PLANS COMPLIES WITH THE �1 a CODES. BUILDING G [ FILE No. 00MU29 Ow wU �w Oz z DRAWN REKHA _ CHECKED RAKESH DATE 11/17/2000 SCALE 1/8" - 1'--0' JOB NO. SHEET S-2 Of, S!IP1'i3 SHEARHEAD DETAILS R #3 TIES ® 33b"C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FIRST SET 1 VT AWAY FROM FACE m OF COLUMN. +4 ADDL BARS TSB (TYP] E 4 03 CLOSED USE TOP WI F. AT COIL'S F 5 nWS o 6'C/C LENGTH N EXCESS OF THAT i T OPENING &v ATNMW O SEE TYPICAL SLAB LNE OF SYMMETRY U i- REI F. DETAIL THIS S FOR BOLDING Z y r4 tv L " z�i, ' TYPICAL AT 4 3TAR LOCATIONS 1 SJ7S OS 1S 04 ADDL BARS TSB (TYP] USE TOP REW AT COIL'S F LENGTH N EXCESS OF THAT 9 INDICATED HERE ' a 10 01 me , � 0 — +ICON 52 Floxilu ' T/GONG SLAB I I (2) 5/4 r&B CM. ® ALL SLAB C RNG,' wxw F OPNG. 4/48B m � JACUZZI (TYP.) MAX. 1 NG. r - #3 TIES 0 3"C/C SIZE b'W X 6W X 7D OHIJG. 3b t? FACE OF COLUMN (TYP) { �$' PLACE FIRST SET 1 VTAWAY FROM OF COLUMN FACE 1 C� _. 11X14'0' ..— — _ 24'z6' - - 4/30BX'150' OPNG. - -- AT EDGE R f8S 03�S)CONDITION L;� 5-0' HIGH PARAPET aW. AROUND EDGE OF BIA.D"4G% — M ADDL BARS TSB (TYP] USE TOP REIF. AT COIL'S IF N EXC ESS CESS OF THAT NDICATED HERE 4 37 8•n I p A IV -� 7 RENFORCMENT jr4/12TX 'AT PERbEiER#3 TIES ® 336"C/C ►(CC:,NT) Off• UPTO 2'--D" FROM FACE OF COLUMN (TYP) PLACE FIRST SET 1 VT AWAY FROM FACE OF COLUMN. �J g 7 J � U� .4 ADDL BARS TSB (TYP] USE TOP WI F. AT COIL'S F LENGTH N EXCESS OF THAT INDICATED HERE #3 TIES D 336"C/C •. UPTO 2'-0" FROM FACE OF COLUMN ITYP) ° PLACE FIRST SET 1 VT 'j AWAY FROM FACE OF COLUMN r m IL N y 4MM-T I ATT1BrC^; AT BALCOW MM WIIH 0.03 LIUStD STRRLP) a VC/C AT OPENING S-7 IWER • ;10' THICK q�1 c�\5 Q I , R-4' I Of°NG. LT-4' 4'-'D' wEo � I SW. + u iI �. ' V .... ti p TOTE: t SHARDS ESTAUJSAINSECCTION 62B-3 0.0007, R- 43TPATTNE 4 3 2 THE MAN NUDE -FORCE RESISTING SYRTEM HAS BEEN DESIGNET'J N ACCORDANCE n WITH ANSVASCE 7-95, MMIlM1 DESIGN LOADS FOR BULDNC S AND OTHER 4' OR STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A 3/ 1 4' MINIMUM BASIC WIND S'FJD OF 145 "* FS PER HOUR. .._.. n3 ✓r ;� u„ 3. THE COMPONENTS AND CLADDING IIAVE BEEN SELECTED AND 7}ER USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS N ACCORDANCE WITH ANSVASCE 7-95, MINIMUM DESIGN LOADS FOR BU_DNGS AND OTHER STRUCTURES 1 V4' OR SECTION 6„ TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC 3/4' ClR WIND SPEED OF $45 MILES PER HOWL SEC110N B-B IN •j�91FE pill S-8 imamm I �� MAX WT.� - 6400 LBIS POST TENSIONING STEEL DETALS REVISIONS © 02/26/01 REINF. LENGTH 6 B' X 72 INTO CONG TE ® 12/11/01 CLARIFICATION 5-7 BEAM WITH (2)r5 TSB CONT. — TYP) — r � r-- I� 4" 162K SEE TYPICAI_ DETAILS --- SHEET FOR CON N. 27K/FT I I 30K/FF N COOLING TOWER LOCATION I W10z22 I I k I LOCATION TO I I I I --- ttlz-5' IBE ELEV. MVW�F� I I I T/CONC. SIAB 000PY RW DOUGLAS ROOT ARCHITECTS.L)Gjr GA(GE ALL RIGHTS RESERVED. ROOF FRAMING BY OTHERS. — ��II — — — — J L — — — J �.7 , ................... HIGH ROOF FRAMING PLAN o � pq SCALE VV - T-W 01 n Z 1 JK M .% ` 6 E� w S 7 3'-4' 1- 5 CONIC SLAB WITH A l �* 4/12B EACH WAY O TB 1 MTB-1 In I •�' S U z i T/CON(. SLAB 7",1" 6" 4" 243K 4/12T 2b W 6" 270K cm) 4/12T I �' �0 u F--1 A i� H� A IG � a z� d <� w a BARS G7 x C~ CC °z 1.) COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS F'RiOR TO 10.) EXTERIOR SLABS WHERE COVER SHALLf2E W TH SLABS SHALL BE 3 4 CONCRETE BEAM REINFORCEMENT DETAIL EXCEPT AT AT SCUPPER OPENINGS (TYP. 2 LDCAl10NS) COMMENCING CONSTRUCTION. 2.) FLOOR SLAB SHALL BE AN 8- POST -TENSIONED CONCRETE FLAT PLATE (EXCEPT 11.) SEE SHEETS S-5 AND S-6 FOR SHEARNALL AILS WHERE SHOWN OTHERWISE). 12.) L1 - INDICATES L6x3-1/2"x5/15 (I-LV-DN) x W -O". ATTACH TO CONCRETE BEAM 3.) TENDON PROFILES ARE MEASURED FROM THE SLAB BOTTOM TO THE CENTER OF WITH (4) 5/8" DIAMETER HIL'TI KWIK BOLT II (MINIMUM EMBED 4-1/2") AT THE TENDON. 1'-B" C/C.F,- 4.) POST -TENSION FORCES SHOWN ON PLANS ARE FINAL EFFECTIVE FORCES. THE (IX) - INDICATES A TYP I CAL #4 HA I RP I N. HAIRPINS, AS REQUIRE.' ARE TO BE I _ (12*3 TES a 8'C/C DRAWN SUPPLIER SHALL INCREASE TENDON FORCES AS REQUIRED TO ACCOUNT FOR PROVIDED BY A P/T SPECIALTY ENGINEER AT CURVES IN TENDONSs CENTERED ON REKHA LOSSES. (TYPICAL THROUGHOUT THE FLOOR). t SKYLIGHT OPNG. AMERICAN CONSULTING CHECKED 5.) SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS FOR THE POST- ENGINEERS COUNCIL RAKESH TENSIONING SYSTEM. O - SUBSCRIPT "S" WITHIN COLUMN DESIGNATION SYMBOL INDICATES TO PROVIDE A SHEARHEAD AS PER DETAILS THIS SHEET. DATE 6.) REINFORCING BARS SHOWN ON PLANS AS SOLID LINES ARE TOP BARS AND BARS 11/17/2000 SHOWN AS DASHED LINES ARE BOTTOM BARS, UNLESS SPEC 1 F I CiILLY SHOWN 13.) LOCATION OF EACH P/T STRAND SHALL BE MARKED ON THE UNDERSIDE: OF SLAB. SEE E N K I N S & OTHERWISE, SCALE STRUCTURAL NOTES FOR DETAILS. ^�' HARLAND 1/8' - T-0' 7.) ALL REINFORCING BARS THIS LEVEL SHALL BE #4'S, UNLESS SPECIFICALLY � ON A -A i CORPORATEo SHOWN OTHERWISE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A DIMENSIONED SLEEVE/ onswting Engineers JOB NO. FLOOR PENETRATION DRAWING FOR ALL TRADES, PRIOR TO PLACEMENT OF CONCRETE, FOR /�%'A�� 3559 N.W. 53rd Street 8.) REINFORCING BAR LENGTHS SHALL BE IN ACCORDANCE WITH ACI MINIMUMS, REVIEW AN APPROVAL OF THE ENGINEER. �J'' ®— UNLESS SPECIFICALLY SHOWN OTHERWISE, FORT LAUD)484-7ERCIALF, Fi 33309 SIT&ET 14.) SEE STRUCTURAL NOTES AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL /' � (305)484-7777 9.) - INDICATES IN -FILLED NON -LOAD BEARING B" MASOIJRY WALLS. INFORMATION. St LU4 ;_2 COUNTY TO THE BEST OF MY KNOWLEDGE GROUT TIGHT TO THE UNDERSIDE OF THE STRUCTURC:.4kiJVE AFTER BUILDING DIVISION AND ABLITY, THE COMPLETED `% ALL SHORING IS REMOVED. REVIEWED THESE a ( - INDICATES 5'-0" HIGH B" MASONRY WALL. SEE SECTIONS FOR DETAILS. FOR COMPLIAN _ 1'c SFkSTRUCTRUCTU COMgIJES DEPICTED ON ON THE REVIEWED BY INDICATES AN B" LOAD BEARING MASONRY WALL. SEE SECTIONS DATE APPUICA.BLE MNNIRvI BOLDING FOR DETAILS. P NSANDPERMIT �2jr//mil CODES OF SHIFTS MUST BE KEPT ON JOB OR ---•---- - INDICATES 10" THICK SLAB. NO INSPECTION WILL BF BRAD FILE No. 0OFn-129 s , - �oPEN 1r4` ROOF FRAMIN(p"A PLAN SCALE 1/8' - T-Ow B' X GONG TE BEAM WITH L4x4x1/4 WITH 5/8' DW `" (2k5 TSB CONK. RAWL STUDS • 7C/C I I 2 F X 16' CONC. — (MN. EMBED. 41(TYP. I TE BEAM WITH tl EACH SIDE) I i WP6 TSB CONT. N ' ns 8'X16'CONC. TIE J n 4' . K COL W/ (05 VERT. 8 STEF1 BEAMS BY 1 6 DBL +3 TES 0 TYC/G ELEV. MANUFACTURER 5 CONIC. SCAB (SECONDARY POUR WITH 4/12T&B ( )AID 4/8T&B ( 1 ELEVATOR EQUIPMENT ROOM FRAMING PLAN T SCALE 1/8' - T-W r - 36' DIA. OPW, CENTI�D ON STAR BILOW. (2I 4/4T (TYP) 4 432K — — — 'M 4/4B ITW) n 4 216K027 " `_F 4 189K T' �faLLI F CONC SLAB W/ 4/12B EACH WAY Er7 CONC, TE BEAM $ WITH 0@6 TSB CONT. (TYP) s-7 s M: is t, f� SCHULKE, BITTLE & STODDARD, L.L.C. (561) 770-9622 CIVIL : 1 A 2 S 3 A 4 A 5 A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A ,OUGLAS ROOT ARCHITECTS (61) 367-1505 ARCHITECTURAL : 000 COVER SHEET / INDEX OF DRAWINGS P-1 SITE PLAN 101 FIRST FLOOR PLAN 102 TYPICAL FLOOR PLAN 103 PENTHOUSE PLAN 104 ROOF PLAN 105 GARAGES 106 CABANA 107 SIGN WALL 108 FIRST FLOOR REF. CLG. PLAN 109 CARPORT STRUCTURE 110 OCEAN DUNE WALKWAY — SITE PLAN & ELE ATIONS 111 OCEAN DUNE WALKWAY — FRAMING PLAN & SECTIOt 112 OCEAN DUNE WALKWAY — GAZEBO SECTION 201 WEST ELEVATION 202 EAST ELEVATION 203 NORTH ELEVATION 204 SOUTH ELEVATION 205 BUILDING SECTION 206 BUILDING SECTION 301 UNIT "A" TYP. FLOORS 1/4" 302 UNIT "B" TYP. FLOORS 1/4" 303 UNIT "C" TYP. FLOORS 1/4" 304 UNIT "D" TYP. FLOORS 1/4" 305 UNIT "A" PENTHOUSE 1/4" 306 UNIT "B" PENTHOUSE 1/4" 307 UNIT "C" PENTHOUSE 1/4" 308 UNIT "D" PENTHOUSE 1/4" 309 FIRST FLOOR LOBBY, STAIRS & ELEVATORS 4" 310 FIRST FLOOR RESTROOMS / LOCKERS / BAR 1/4" 311 TYPICAL FLOORS STAIRS & ELEVATORS 1/4" 401 WALL SECTIONS 402 WALL SECTIONS 403 WALL SECTIONS 404 WALL SECTIONS 405 WALL SECTIONS 406 WALL SECTIONS 407 WALL SECTIONS 408 WALL SECTIONS 409 WALL SECTIONS 501 DETAILS / WALL TYPES 502 DETAILS 503 DETAILS DOUGLAS ROOT ARCHITECTS ARCHITECTURE PLANNING DESIGN BOCA RATON, FLORIDA (561) 367-1505 N. PALM BEACH, FLORIDA (561) 630-9966 INDEX OF DRAWINGS: JENKINS & CHARLAND INC. (954) 484-7777 O.C.I. ASSOCIATES INC. (407) 332-5110 A. B. COOK LANDSCAPE ARCHITECTURE/PLANNING STRUCTURAL : M.E.P. LANDSCAPE 6972 aYo FIRE i 1 ISTRICRIC i 1 `� T S-1 FOUNDATION & GROUND FLOOR PLAN P201 FOUNDATION PLUMBING PLAN L-1 LANDSCAPE PLAN ` REVIEWED FOR COMPLIANCE S-2 TYPICAL FLOOR FRAMING PLAN P202 FIRST FLOOR PLUMBING PLAN S-3 ROOF FRAMING PLAN P203 TYPICAL FLOOR PLUMBING PLAN SUBJUCT TO FIN FIELD INSPECTION S-4 PORTE COCHERE CANOPY FRAMING PLAN P204 PLUMBING ROOF PLAN S-5 ' SHEARWALL ELEVATIONS P301 PLUMBING FLOOR PLAN — UNITS A,D & B,C1-# rca.z S-6 SHEARWALL ELEVATIONS P302 PLUMBING FLOOR PLAN — PENTHOUSE UNITS A,D & B,C BY E:' Q% S-7 SECTIONS P401 PLUMBING RISERS S-8 SECTIONS / STAIR SECTION P402 PLUMBING RISERS — S-9 COLUMN SCHEDULE P40DOMESTIC WATER RISERS SEE ATTACHE REVISION SKEET 5-10 PILE CAP DETAILS P501 PLUMBING FIXTURE SCHEDULEmw 5-11 TYPICAL DETAILS 2400 Rhode Island ve. Tel: (561) 462-2312 S-12 STRUCTURAL NOTES / SCHEDULES M201 FIRST FLOOR H.V.A.C. PLAN Ft. Pierce, FL 3445 Fax: (561) 462-2323 M202 TYPICAL FLOOR H.V.A.C. PLAN M203 PENTHOUSE FLOOR H.V.A.C. PLAN M204 H.V.A.C. ROOF PLAN M301 H.V.A.C. FLOOR PLAN — UNITS A,D & B,C THESE PLANS AND ALL PRO EDWDRK M302 H.V.A.C. FLOOR PLAN —PENTHOUSE UNITS A,D & B,C ARE SUBJECT TO ANYCORRE TfOM M401 TOWER WATER RISER DIAGRAM REQUIRED BY FIELD INSPECTC PIS THAT M501 DETAILS MAY BE NECESSARY IN ORDEF TO M601 SCHEDULES COMPLYWITH ALL APPLICAB CODES. '. E101 ELECTRICAL SITE PLAN E201 FIRST FLOOR LIGHTING PLAN E202 FIRST FLOOR POWER & SYSTEMS PLAN E203 ELECTRICAL ROOF PLAN E301 ELECTRICAL FLOOR PLAN COMMON AREA i_ E302 ELECTRICAL FLOOR PLAN — UNITS A & D E303 ELECTRICAL FLOOR PLAN — UNITS B & C ST. LUCIE COZ 161 E304 ELECTRICAL FLOOR PLAN — PENTHOUSES A & D BUiLpII REVIEWED E305 ELECTRICAL FLOOR PLAN — PENTHOUSES B & C FOR CO L E401 ELECTRICAL RISER REVIEWEDBY E402 FIRE ALARM, TELEPHONE & TV RISER DATE Q N A D PE iT FES 8 W MUST BE KEPI' ON JOB OR E601 PANELS NO INSPECTION WILL 13E MADE 11/30/2000 E602 FIXTURE SCHEDULES F201 FIRST FLOOR FIRE PROTECTION PLAN F202 TYPICAL FLOOR FIRE PROTECTION PLAN JOB NO. 00053 F203 PENTHOUSE FIRE PROTECTION PLAN F204 PLUMBING ROOF PLAN A000 COVER SHEET WALK FD. D.N.R. MONUMENT 94 77 L-30 N. 1149902.4148 E. 726534.8254 ELEV. 5.73' (N.G.V.D. '29) NORTH LINE EXIST. PROPOSED C.B.S./STUCCO WALL PROPOSED GATE AT WEST END OF EASEMENT PROPOSED NORTH CHAIN LINK WEST END OF WALL 4' HIGH x 25' LONG LINE FENCE & REMAINDER OF WALL 6' HIGH TO PREVIOUS COASTAL CONSTRUCTION CONTROL LINE 4'-4" WALK PEDESTRIAN —5' EASEMENT TRACT 'R' VIEW A -A NOT TO SCALE GARAGE BETWEEN HANDRAIL 3.5, DUNE WALKOVER PEDESTRIAN 5' EASEMENT VIEW B-B NOT TO SCALE THE SANDS ON THE OCEAN THE SANDS ON THE OCEAN ZONING-HIRD LAND USE-RM� in SAN. LIFT STATION TO BE PLACED R UNDER GROUND AND FENCE TO BE REMOVED EXISTING PAL TREES (TYP) 3"x3" C.M. — EXIST. PAVED WALK ' n nne i n,nn 51.tlTtr. kp O 0 7- y �ySET r24 50.o0 L �g N /� y� >• y y N °0 Y 60. N N Y LO y �" Os f f o; A f$ oS Fa a d o � P 9 & NEW COASTAL CONSTRUCTION CONTROL LINE EFFECTIVE SEPT. 15, 1988 AS RECORDED IN PLAT BOOK 26, PG'S. 26A-261 ST. LUCIE COUNTY, FLA. PR AREA 1 2 3 4 PR 5 POS 6 D C 7 RPO 88 TS 9 10 11 11121 13 cd 1 14- 15 16 L O FIRPE II ° 06Ul PROPOSED DRIVE N Q WALK 133.00 n rn 1 2 3 4 5 6 7 8 9 10 11 � Z ROP SED ARA E 20' g 70 20.00' 12 13 14 15 16 17 18 19 20 21 22 1s3.00 3 OVERHANG (TYP) gT 91' PROPOSED DRIVE PROPOSED, WALK 15 LANDSCAPE INFRINGEMENT (232 S.F.)m Z A (�) m 100 10' 12' v� PROPOS CHERE (�NNO� SRoMoJEoI WITH 4 �� PROPOSED DRY VERTICAI CLEARANCE RETENTION AREAmi s PROPERTY OWNER : SURP-N-SAND, INC. PROJECT NAME : THE ATRIUM ON THE OCEAN II LOCATION : NORTH HUTCHINSON ISLAND ZON114G : HIRD LAND USE : RM UTIUMES ELECTRIC : FPL WATER : SLCUSD ST. LUCIE COUNTY) SEWER : SLCUSD ST. LUCIE COUNTY) MIN. BUILDING SETBACK- 10' SIDE 25' FRONT PREVIOUS COASTAL CONSTRUCTION CONTROL LINE (P.B. 19, PG. 8) ST. LUCIE COUNTY, FLA. SITE DATA : SO -FT. AREA ACRES T PARKING CALCULATIONS: COVERAGE NO. DWELLING UNITS - 44 TOTAL AREA : 218,250 5.01 1 PARKING REWIRED - 44 x 2 - 88 SPACES (4 HC) COVERED PARKING PROVIDED - 67 SPACES OPEN PARKING PROVIDED - 30 SPACES IMPERVIOUS AREA: TOTAL PARKING PROVIDED - 97 SPACES (SPACES) BUILDING : CONDOMINIUM 11,220 BUILDING DATA: GARAGES (2) : 12,302 N0. DWELLING UNITS - 44 CABANA: 303 NO. BEDROOMS/UNITS - 3 CARPORT : 2,810 TOTAL BEDROOMS - 132 N0. STORIES - 12 TOTAL BUILDINGS : 26,635 i CONDO PLAN AREA - 12.520 S.F. HEIGHT - 113.25 FT. DENSITY - 8.80 DWELLING UNITS/ ACRE OTHER IMPERVIOUS : POOL & SPA : 840 TENNIS COURT : 7.200 PAVEMENT & WALK : 41,172 BUILDING SPACE FORMULA: TOTAL OTHER IMPERVIOUS : 49,212 23 D- (P-2H)/4 - (1D9.5+2x113.25/4 - 84' SIDE TOTAL IMPERVIOUS : 75.847 1.74 35 - (132+2013.25/4 - 90' FRONT - (135+2013.25/4 - 90' REAR PERVIOUS AREA : RETENTION AREA : 51380 OTHER OPEN SPACE: 137,023 DRAINAGE NOTES: TOTAL PERVIOUS : 142,403 3.27 65 DRAINAGE SYSTEM WILL CONSIST OF A 10OX DRY RETENTION OF THE 100 YEAR 1 DAY STORM BY MEANS OF A DRY RETENTION AREA SUPPLEMENTED WITH EXRLTRATION IF NEEDED. DEVELOPMENT SCHEDULE: BEGIN CONSTRUCTION: NOVEMBER, 2000 COMPLETE CONSTRUCTION : JANUARY, 2001 t EXIST DUNE WALKOVER S T 721.11' FTANGIBLE MATERIAL —�-- _ alIc M. 4"x4" C.M I—►B 0. 0' N. NOTE: ALL DRIVEWAYS, SIDEWALKS, OR OTHER PAVED AREA EAST OF THE NEW C.C.C.L SHALL BE CONSTRUCTED OF PAVER BRICK, WOOD PLANKS, FRANGIBLE ASPHALT 'ASPHALT TYPE FC-2" OR IT OTHER APPROVED FRANGIBLE MATERIALS. G ANY DUNE VEGETATION DAMAGED OR DESTROYED DURING 4 THE CONSTRUCTION OF THE BEACH DUNE CROSSOVER WILL BE REWIRED TO BE REPLACED WITH THE SAME SPECIES OR OTHER NATIVE DUNE VEGETATION. STAND PIPE I 30" 0 ANG (TYP) FIRE ACCESS STABIJZED GRASS L� 71.5a' x9H g,- { N Gp' 1 g 109.50, . • - M � PROPOSED 12 STORY HIGH RISE A CONDOMINIUM BUILDING 8 FFE=10.50 ADDRESS $ 3000 « 10.07- P IACY (10') e° 2.50' I CALL BOX PROPOSED WALK n PROPOSED DRIVE TRACT "Q" 133.00 n 23 24 25 26 27 28 29 30 31 33 2 9 f OP SED RA E r4l $ 3 5 36 37 38 39 40 42 43 44 o lot '111 133. Q @ y3,32 TEMP. CONS'T. YYhh p?L MOBIL OFFICE 00 t OPOSED DRIVE Z G 2v 60, iv N X O 2 °' 355.79' b Ci 51.94' 262.45' O 17.22' sET 80 N 89°49'02' W N ACKFLOW PREVENTERS CARPORTS L f 00 ((P THE ATRIUM r ON THE OCEAN yLI t� FD. D.N.R. MONUMENT ZONING-HIRD 94 77 A-29 N. 1147480.9501 LAND USE-RM y E. 727185.2934 ELEV. 7.65 (N.G.V.D. '29) WEST EDGE OF DUNE PROPOSED O 9.00' r ^I SPA 3e.34' R h o\. QO a6 �oQo�;v°+ Q 14 PROPOSED DRY 1 eROPOSaD RETENTION AREA CABANA PROPOSED DRY RETENTION ARE. 726,68' HYDRANT O v 03 TRACT 'P' THE ATRIUM ON THE OCEAN 1 LEGAL DESCRIPT ON TRACT Q, CORAL COVE BEACH, SE rION ONE, ACCORDING TO THE PLAT THEREOF ON FILE IN THE OFFICE OF THE CLERK'AF THE CIRCUIT COURT IN AND FOR ST. L IE COUNTY, FLORIDA RECORDED IN PLAT B013K 11, PAGE 30A, SAID LANDS SIRUATE LYING IN ST. LUCIE COUNTY, FLORIDA. TOGETHER WITH, ALL THAT PART OF GOVERNMENT I ITS 3 AND 4, SECTION 25, TOWNSHIP 34 SOUTH, RANGE 40 EAST, LYING EAST OF THE EAST LINE OF TRACT 'Q' OF CORAL CO BEACH SECTION ONE, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 11, PAGES 30A AND 30B OF THE PUHL RECORDS OF ST. LUCIE COUNTY, FLORIDA, LYING WEST OF THE MEAN HIGH WATER LINE OF THE ATLANTIC OCEAN AS IT EXIS1 FROM TIME RO TIME, AND LYING SOUHT OF THE NORTH LINE OF TRACT 'Q' OF CORAL COVE BEACH SECTION ONE AS EXTENTED EAST FROM ITS INTERSECTION WITH THE EAST LINE OF SAID TRACT -Q' ALONG ITS SAME BEARING TO THE MEAN HIGH WATE11 LINE OF THE ATLANTIC OCEAN, AND LYING NORTH OF THE SOUTH LINE OF TRACT -Q' AS - EXTENDED EAST FROM ITS INTERS TION WITH THE EAST LINE OF TRACT 'Q' ALONG ITS SAME BEARING TO THE MEAN HIGH WATER LINE OF THE ATLANTIC OC AN. EAST LIMITS OF CORAL COVE BEACH P.B. 11, PG. 30A FD.YI.R.C. LS 3333 PROPOSED DUNE WALKOVER SET TOP OF DUNE G❑V'T LOT 3 & 4 1 N i PROPOSED DUNE WALKOVER MATH GAZEBO 229.13' ALLEN E. BECK, INC. SETS A STANDARD MARKER OF A 1/2' IRON ROD AND A CAP MARKED LB 6790 AT ALL CORNERS. UNLESS OTHERWISE NOTED HEREON. SAID CORNER IS SHOWN AS - • AND FIELD SURVEYED ON 12-24-98 BASIS OF BEARINGS/ANGLES BONG THE CENTER LINE OF STATE ROAD A-1-A PER RECORD PLAT. ABREVIATIONS: FD. - FOUND -///- -OVERHEAD UnuTY I RADIAL W.M. l7 - WATER METER - CALCULATED 0 - POWER POLE - MEASURED U.P. ® - UTILITY PEDESTAL - DEED OR DESCRIPTION 0 - WELL -R) - UNREADABLE Cols - SATELLITE DISH I.R.C. - IRON ROD & CAP (L - CENTERLINE I.P.C. - IRON PIPE & CAP A - DELTA P.C. - POINT OF CURVATURE L - LENGTH P.T. - POINT OF TANGENCY R - RADIUS P.R.C. - POINT OF REVERSE CURVATURE N&D/T - NAIL AND DISC/TAB P.C.C. - POINT OF COMPOUND CURVATURE R/W - RIGHT-OF-WAY P.C.P. - PERMAMENT CONTROL PONT 29 - ELECTRIC TRANSFORMER D./U.E. - DRAINAGE &/OR UTILITY EASEMENT E/P - EDGE OF PAVEMENT -LIGHT ALLEN E. BECK. INC. DOES NOT GUARANTEE OR ASSUME ANY LIABILITY FOR ANY EASEMENT, RIGHT-OF-WAY, SETBACKS, RESERVATION. RESTRICTION .OR SIMILAR MATTERS NOT SHOWN OR REFERRED TO ON THE PLAT, OR PHYSICALLY VISIBLE ON SITE. THIS SURVEY WAS PREPARED WITHOUT BENInT OF ABSTRACT TITLE AND ALL MATTERS OF TITLE SHOULD BE REFERRED TO AN ATTORNEY. THIS SURVEY IS NOT VALID WTiOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER. JURISDICTIONAL AREAS, WETLANDS, AND UNDERGROUND UTILITIES, IF ANY HAVE NOT BEEN LOCATED, OTHER THAN SHOWN. THIS SURVEY IS FOR THE USE OF 714E PARTIES SPECIFICALLY CERTIFIED TO HEREON, AND NO OTHERS. ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT ASSOCIATION (FEMA) FLOOD INSURANCE RATE MAPS THIS PROPERTY LIES IN FLOOD ZONE • SEE DRAWING" COMMUNITY PANEL / 120285 0181 C DATED 11-14-92 BASE ELEVATION SEEE DRAWING I.R.C. 3690 0' 30' 141.76' KA REVISIONS O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. d2 O Ow wu zQ 0 W () a mz ii W w O0 H O 1 wU z� z H O THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DE51GN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. FEB 8 2M 11 / A /nn SCALE AS NOTED JOB NO. 00053 SP-1 SITE PLAN REVISIONS DOOR MARK SCHEDULE DOOR TYPES MAT'L TYPE GLASS RATING NOTES i HM FL - - 1 2 HM F - - 1& 2 — 3 WOOD FIG INSUL. - 3 GL ❑ 4 ALUM/GL FG /4" TEMP. - 5 WOOD BF - - 6 SCW F - C-45 F FM FIG FL 2P 7 SCW F - 8 SCW F - 8-90 9 HC MASONITE 2P - - - 10 HIC MASONITE 2P-UC - - ❑ _ 11 HCW FL - - •� cTl nu _ _ BF OH DOOR OPENING SCHEDULE PR. PR. PR. PR. 2'-6' PR. 1 2'-0"x7'-0"x1 W 2'-6"x7'-0"xt 3/8" X PR. 1'-3"x7'-0"xt 3/8" C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #2 6 WOOD - SAUNA SYSTEM 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - PAINTED W I WALLS_ _ 1 GWB - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM (2P-UC ERCUT) GARAGE A UfJDDOOR) DOOR NOTES : 1. EXTERIOR H.M. DOORS SHALL BE GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W/ TEMP. DBL. INSULATED CLEAR GLASS VW STAINLESS STL. HARDWARE B SAUNA VENDOR 4. FM DENOTES : FLUSH WITH APPLIED MOLDING FOR ENTRY DOORS OF UNITS AND ROOM ENTRY DOORS OF FIRST FLOOR DOOR SIZE SEE SCHED. DOOR MARK, —� THERMAL SEE SCHED. 1A T INSULATED 8 JAMB DETAIL "-HARDWARE SET SEE SHT. A502 SEE SPEC'S ROOM # —BROOM NAME CEILING HEIGHT A101 CEILING HEIGHT 1ST OR 12TH= — O 11TH FL. FLOOR Fi 81 — BASE CEILING ci W1 —WALLS B BASE 1 VINYL - 4" COVE 2 CER. TILE - GLAZED 3 CER. TILE - UNGLAZED 4 WOOD 5 PAVER TILE - 4"H. FLAT R I MARAI F - 4"H. FIAT F FLOOR 1 PAVER "TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT 9 MARBLE X NONE DOMESTIC & FIRE PUMP (OIL BACKED SOUND INSUL. UNDER SLAB ABOVE) I I I I�17 I I 132'-0" i'-B" 30'-9" 35'_4" 14'-5" '-6" A403 o O / I //'° I FITNESS / 119 / 9_O" FS B4 / ca w1 i i / 19 38 / 18 p MIRROR 7 / h� •' FL. TO CLG, / 17 h 20 is / \ (TYP.) 21 11A / 1 15 / O O // \ gab � A C RM. pAr NEEM LINE OF ®ImTERRACE ABV. m© • © Ell ® ®� • I�.A� ANIM .■■■.■■■■■I .....■■■■■I 0000t oouo Donn ouuo o■oo■ • 1 ( ' l o000 ::::::::•:I ■■■■■■■■■■I o•voo■I Doom � i0000l �n .o in l :1 lovooI,i© •l OEM 41 1 40 1 /39 1 38 O F.D. F.E. 68 a 1184 8" 17'-0" B" 4 SI aoz 7-1 4 ! GENERATOR OFFICE® 10 WCXW2 ' 106 G, n F2 B1 FIRE P 9 C4 Wt 5 0. gO:q7 D ap alRE' TRASH TRASH CONTAINER 05 ._ (BY OVMER) O 104 I a11 J4 _ • O F.D. _^ - 35'-B" - 0 F.D. r -I F2 I Bx 'p' Cx W2 }•B" LABv7• H.M. _ "EL 9 ,� 2J 13._4• ,_4• F. 7 4 'SERVICE ENTRY6c 3 �402 —' _ FIRE RATED DUC A408 ro - J ENCLOSURE SEE � (TYP.) J I GAS LINE — — — — — REGULATOR 17 4" & VALVE IKE I 5 INTAKE --J 103 6 I 9 COWALL 1 9'-0" 0 I GRILL �— _ FS BS — — — — — —11 A v C4 WI EE�= 1 V-5 1 V-4" IV-5" 2' --__ - MAIL 02 LINE OF-7 B'_O• i TERRACE ABV. i F9 B6 C4 W3 STAIR SEE A309 0 © \ �4' H. ALUM. FENCE SYSTEM AROUND POOL DECK (SEE SITE PLAN) \ A409 \ MIRROR \ FL TO CLG. \ 5 \ BB \ 8 \ GN \ 5 A /y ////�- PLANTINGAREA J MARBLE TILE CIN CONC. COL— / / LINE OF T iv \ / SLAB ABOVE) •I \ e FOUNTAIN ,(�! (BY OWNER) / \, ELEV. #1 SEE A309 C I 65'-0" I I I r\ .)""ARCH ABOVE � Aaoa��/ PORTE COCHERE I I I I I 8 -0 36 -0 -- --- ARCH-- I i---.— — -- --- ABOVE -- 9 \ / 1 ELEV. #2 SEE A309 7. BAR ' (S//10)\5 STOR. 121 CAFE G� F5 84 RC4 23 C1 W7 0" P\ B4 W1 STAIR #2 SEE A309 E OPERABLE A501 PARTITIONS 'o (4PANELS) iD > CLUB RM. R BILLIARDS R2_O25 • B4 W1 L 4' H. ALUM. FENCE SYSTEM AROUND POOL O DECK (SEE SITE PLAN) A409 � I I I /1 I A409 I � I DROP SOFFIT ABOVE I 114 r---� --- W-5" 3' 4" � , J FIRST FLOOR PLAN SCALE: 1 /8" = 1'-O" 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. a Q W �0 r l zw v � w �� �a H z �~ THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND —FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. FEB 8 2001 1gko__Ioo SCALE AS NOTED JOB NO. 00053 SHEET A101 o✓ FIRST FLOOR PLAN OF SHEETS REVISIONS 5 A40J�•—.—• TERRACE 383 S.F. LIVING PLAN A 2,250 S.F. DINING )) III 35'-4' III ==f1l 4 _ A402 M. BEDROOM 1 _ A205 A402 . Al. BEDROOM 2 1 I as s.q. I A401 A401 TERRACE 265 S.F. 11ILT ln� PLAN B 2,164 S.F. O ` MEN 1■■■■ MEMO 6 I A403 A206 TM. BEDROOM i M. BEDROOM r(DINING1I ((DINING11 m 265 S.F. LIVING PLAN C 2,164 S.F. ONE N■■■■1 C N■■■■1 I■■■Ir / ww.w�r I►74r1�►.V►.�1 BEDROOM 2 DEN/ Mi. DEN/ BEDROOM BE .-.. .-.. z MEN V........ ....... : i TERRACE 383 S.F. LIVING �I 11 e II PLAN D 2,250 S.F. 0 ii( DINING 111 35'-4' 111 f0 _ 1 A205 ATRIUM �♦• • IIIIIIIIIIIIIIIIIIIIIpL \ _IIII II11111� �� ♦� B�DROOM 3CDO _ IIIIIIIIIIIIIIIIIIIIIIII SECOND, ;CURTAIN WALL SYSEM 0 0 1 ..........FFGF-Pig, p6i1GGi names su1 ".rouuu..n 1 �...... ...11.fI..1-..1.1 _Lllllllllllllllllllppppr ...... .u..uup.l' W.1 = ono onuu..00n -vuuom Alp iiiii . u..0 ...eo .• ._..... ..,... 1 1_IIIIIIIIIIIIIIIIIIIIIII BEDROOM 2 MZ_ MENNEN3 so :...- ........... _ ►�-� _ TERRACE- 88 I� OVERFLOW SCUPPER PORTE COCHERE ROOF +20'-7• T.O. ROOF SLAB R.D. SLOPE 1/4'/FT. (TYP,) (MIN. TYP,) 9 1 A405 A206 THESE PLANS AND SPECIFICATIONS-XRE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007, FLORIDA TYPICAL FLOOR PLAN STANDARDS ESTABLISHED CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE NTH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FUR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE SCALE: 1 /8" = 11-0" WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION S. TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. z 0 p� V � a G� V U O (~ r � DRAWN M.R. CIiECKED D.R.R. FEB H WDATE SCALE AS NOTED JOB NO. 00053 i 132'-0". 6 1 A403 A206 M. BEDROOM i M. BEDROOM 7 TERRACE TE RAC A404 265 S.F. 265 S.F.. W.I. C LC. •\ L L LIMNG VI L NG PLAN B PLAN CWAS TERRACE ` 2164 S.F. O 2,164 S.F. TERRACE 383 S.F."� 383 S.F. E i DINING 61NING)1 a� �l )) l )� �s LIVING ' LIVING _ ___ _ oo ,0 p ' U I I PLAN A I PLAN D ° 2,250 S.F. tj WI W.I. I. IW 2,250 S.F. .�. DI ID A403 ((('DINING lit - - -ELI DINING ))I 2'-6 35'-4" 3 '- -7 35'-4" 111 -6 BEDROOM 2 DEN/ DEN/ BEDROOM 2 BEDROOM 3 B DROOM 3 4 A402 M. BEDROOM BALCONY BALCONY M. BEDROOM 36 S.F. 315 S.F. .I.C. W.I. PLANTER PLANTER A205 1+ A205 `1 � I.CJ I TRASH ' ATRI M STOR. IV1i1 . + 42'L4" 18'-5 W.LC. v W.I.C. — _ _ _ O.EN - - A402 - - STAIR 1 STAI 2 BEDROOM 2 0 DEN/ - i I i DEN/ 0 BEDROOM 2 Cl fill BEDROOM 3 I BEDROOM 3 j j ELEV. #2 I TERR' CE RRACE ' 88 S. 1 A206 I i 8 S.F. 11 10 A401 A401 I A406 A B A401 A401 L 27'-8" 18'-8"I L 33'-6" 132'-0' i THESE PLANS AND SPECIFICATI STANDARDS ESTABLISHED IN SI III ADMINISTRATIVE CODE. - THE MAIN WIND -FORCE RESIST] ACCORDANCE WITH ANSI/ASCE BUILDINGS AND OTHER STRUCTI VAND LOADS ASSOCIATED WITH 145 MILES PER HOUR. - THE COMPONENTS AND CLADDI! USE INCORPORATED INTO THE I ACCORDANCE VATH ANSI/ASCE BUILDINGS AND OTHER STRUCTI AND THE VAND LOADS ASSOCIA SPEED OF 145 MILES PER HOUI 12th FLOOR P.H. GARDEN FLOOR PLAN SCALE: 1 /8" = 1'-0" REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. NJS ARE IN COMPLIANCE VATH THE CTION 628-33.007, FLORIDA DRAWN IG SYSTEM HAS BEEN DESIGNED IN M.R. 7-96. MINIMUM DESIGN LOADS FOR [RES, SECTION 6, TO WITHSTAND THE CHECKED A MINIMUM BASIC WIND SPEED OF D.R.R. G HAVE BEEN SELECTED AND THEIR DAT FEB 8 ESIGN AND SPECIFICATIONS IN 7-95, MINIMUM DESIGN LOADS FOR ORES, SECTION 6, TO VTHSTAND SCALE FED WITH A MINIMUM BASIC WIND AS NOTED JOB NO. 00053 SHEET A103 P.H. FLOOR PLAN SHEETS REVISIONS GUTTER & DOWN SPOUT PLAN "B" & "C" ROOF PLAN A/C RM. & SPIRAL STAIR SCALE: 1/8" = 1'-0" OVERFLOW SKYLIGHT SCUPPER — TYP• E • --- ------ 5 A403 GUTTER & DOWN PLAN "A" & "D" ROOF PLAN A/C RM. & SPIRAL STAIR SCALE: 1 /8" = 1'-0" A 05 PRE-ENGINEERED WOOD TRUSSES O 2'-0- 0/C. PATH 10 : 12 SLOPE - (TYP.) A4D2 AN STAIR & ELEVATOR TOWER ROOF PLAN SCALE: 1 /8" = 1'-0" / I I plp I PLAN "B" SUN A404 /` E/ /SPIRI "A" SUN DECK STAIR WHIRLPOOL TUB R.D. 24'.A' OPEN'C, R.D. D 1 CON (�•) A4077 STRI ALUM. FRAME 2'- P.T. WOOD STEPS- - - - - - — I - - - - SLOPE TOP OF PRIVACY WALL \ TO MATCH TOP OF PARAPET \ (TYP. 3 PLACES) \ N \ a \\ N \ PLAN "C" SUN DECK 2' 0 j 14•.14' 14'.14' WHIRLPOOL F� OPEN'G. OPEN'G. TUB 4 1,6'-9• T.O. ROOF SLAB — ALUM. GATE 3'x4' W/ C HARDWARE , (TYP') F2 81 F2 B1 CX Wi 2'-9'2'-9 CX WI V OPEN'C. —' MECHANICAL EQUIPMENT & (SEE MECHANICAL DWG'S.) OWG'SBEAM '. . 77 ^ ALUM. FRAME --....-----1•�-�--�-- P.T. WOOD STEPS- 24'.A' OPEN•G. 8'x8' SCUPPER BOTTOM FLUSH W ROOFING TYP.)- THE SLAB FOR THE TUB \ AREA SHALL BE LEVEL (TYP. OF 4) O \ 9• \ \ \1 I I PLAN "D" S DECK WHIRLPOOL 1 TUB I I I I I 2'x2'x2'T. PRECAST CONC. PAVER SYSTEM II (TYP.)8. / i k ROOFING a ROOFING a I A408 2 � ` I � I I 16 A205 r I I � I I _ � I T I I SK GHT i i F I I I I NOTE SLOE 1/4P PER OFOOTNTO ' _ _ _ _ 1 R.D. (TYP.) If 41, — — — — — — — — — — — — _ — — — — — — — — — — — - — - - - - ----------- - I - I - I —� I —I — -- ---------'{'------ --� ------ I -------- I I ,D 401 A401 4A206 A407 A406 A401 A401 ROOF PLAN SCALE: 1 /8" = 1'-0" 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. w x H THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. DRAWN THE MAIN HAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN M.R. ACCORDANCE WITH ANSI/ASCE 7-96: MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE CHECKED NAND LOADS ASSOCIATED WATH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. D.R.R. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR FEB 8 20ATE USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND SCALE AND THE WAND LOADS ASSOCIATED MATH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. AS NOTED JOB NO. 00053 SHEET A 104 ROOF PLAN OF SHEETS 5/8" M.R. TYPE "X' G.W.B. 8"x15" CONC. TIE BEAM W/ 2#5 T. & B. 2 03 H 0 5" E.E. <AT 16' DOOR Be ADJACENT DODO ADD 1 #5 T & 8 & PROVIDE )} #3 H O 5' THRU OUT 4" CONC. SLAB W/ 6x6 10/10 W.W.M. ON 6 MIL VAPOR BARRIER OVER WELL COMPACTED & TERMITE TREATED FILL 12 4 1/2 EXT. STUCCO FIN. SYSTEM OVER SKIM COAT CEMENT PLASTER SPANISH "S" TILE ROOFING SYSTEM EAST ELEVATION SCALE: 1/8" = V-0" (WEST ELEVATION SIMILAR) 12 4 1/2 PRE-ENGINEERED WOOD TRUSSES O 24' O.C. SPANISH "S" TILE ROOFING SYSTEM I BUILDING SECTION SCALE: 1/8" = V-0" PLYWOOD SHEATHING NAILING SCHEDULE (WALLS AND ROOF) NAIL SIZE NAIL SPACING ZONE 8d RING SHANK(*) 4" O EDGES, 6" *INTERMEDIATE SUPPORTS ROOF O $d 6" O EDGES, 6" O INTERMEDIATE SUPPORTS ROOF O O 8d 4" O EDGES, 8" O INTERMEDIATE SUPPORTS WALL O Bid 8" O EDGES, 12" 0 INTERMEDIATE SUPPORTS WALL O (") RING SHANK NOT REO'D. WHEN MEAN ROOF HT. IS LESS THAN 25' CORNER DISTANCE, A 5 FEET 2 JI'�J�I O ' I 3 2 O O 5 N PLAN ELEVATION HIP ROOF SLOPE > 10' 5 45. SPANISH 'S' CONCRETE ROOF TILES NAILED THROUGH ROOFING MASTIC ON 901b MINERAL SURFACED ROOFING HOT MOPPED TO ONE 10ER 30b FELT TIN TAGGED TO 5/8" TH. CD—X PLYWOOD SHEATHING ON ENGINEERED WOOD TRUSSES O 24' O.C. 'SON HETA20 10-10dx1 1/2 O T.O.BEAM U 5/8' M.R. TYPE "X" C.W.B. 6'X12" CONIC. TIE BEAM W/ 2/5 T. & B. 40 2/3H 0S'E.E. O.H. GARAGE DOOR +o'-O" T.O. SLAB i' qol- � I 16"x16" CONC. MONO. FTG. W/ 2#5 T & B 1 WALL SECTION A105 SCALE: 1/2" = 1'-0" BLOCKING REQ'D. BETWEEN EA, 47 H SPAN SIDE WALLS & CONTINUOUS O END WALL EXPOSED CONIC. BLOCK 4" CONC. SLAB W/ 6.6 10/10 W.W.M. ON 6 MIL VAPOR BARRIER OVER WELL COMPACTED & TERMITE TREATED FILL - CONT. DRIP FLASHING TO MATCH ROOFING OVER 1x2 P.T. NAILER +10 8'-0' T.O.BEAM 2.8 SMOOTH SAWN CEDAR FASCIA 3" PVC CONT. VENT EXT. STUCCO FIN. SYSTEM OVER SKIM COAT CEMENT PLASTER OVER GYP. SHEATHING 8' R.M.U. W/ 1 /5 0/5' O/C (FILL CELL W/ GONG) EXT. STUCCO FIN. SYSTEM OVER SKIM COAT CEMENT PLASTER CONTINUOUS iS (TVP.) 0 li II I I.. — 16"X16" CONIC. MONO. FTG. W/ 2#5 T & B 2 WALL SECTION 105SCALE: 1/2" = 1'-0" 0 i i I I I I I I 8" R.M.U. W/ CONC. F.C. & #5 0 48" O.C.-- 8*XI6' LONG, - BLOCK COL. W/ 2 #7 VERT (TYR.) 1'-4 SOUTH ELEVATION (NORTH ELEVATION SIMILAR BUT OPPOSITE) SCALE: 1/8" = 1'-0" SIMPSON HOT W/ SIMPSON HETA20 W/ (2) 3/4' DIA. ANCHOR 10-10dxi 1/2 BOLTS(8" EMB.) (TYP.) 0 EA. TRUSS GRB-2 GI GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 II. I I I I II I I I I I I I I II �S5 5 o.2A/C �__ I�IIIIIII��IIII�I W II I I I ( I I I I I I I I 8'02' RAKED TIE BM. +-Ir W/ P.T 2x6 PL.W/ — 3 I I NAIL D CKBTO W/ 3-0" C/C IIIII I I I I I I I I 8d 0 4 C/C Illllll j II IIIII�� II IT GRB-2 ENGINEEREDTRUSSES a 24- O/C �IIIIIII' II —.— �I�IIIIII� �t II�II�IIIII II �/ �i GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 GRB-2 BEAM SCHEDULE: GTB-1 8"x12" CONIC. TIE BEAM W/ 2 #5 T. & B. GARAGE ROOF PLAN 1 8%15" CONIC. TIE BEAM W/ 3 #5 T. & B. & #3 H ® 5" THRU OUT GRB-2 : 8"x15" CONIC. TIE BEAM W/ 2 #5 T. & B. & 2 #3 H ® 5" E.E. SCALE: 1/8" = V-0" GRB-2 GRB-1 HOT W/ DIA. ANCHOR EMB.) GRB-1 IIIIIIIII�I� ,� IIIIIIIIIII _I ,IIIIIII�� --I' I I I loll 1 1 1p —__I 4 g•_0• 1'-46 9 -0" 1'-4" 9 -0" 1'-4" 9 -0" i 9 -0• 9 _0. 1'-4" 133 —O 1'-4" 9 -O" 1 9'-0" -4" 1 9'-0" -4" 18'-0" P_4• 18._0. 1'_ Al 5 .E. — — — — — — — — — — — — — — w — — — — — — — — — — — — — — 92 92 9 S 9 92 92 I I 925 1 9 92S I O.H. GARAGE DOOR I O.H. GARAGE DOOR - • II I1 II I-1 I I O O All OT,OOSLAB - EEL W/ 2 MTL. I I �: _ RODS THRU CONC. (TYP.) w d 16'x12" CONC. MONO. FTG. W/ I 2 #5 BOTT. 1=1 I 8' R.M.U. W/ CONC. F.C. & #5 O 32" O.C. I I 5/8' M.R. TYPE 'X" G.W.B. ON 2 1/2" 20 GA. MTL STUDS O 24" O.C. (TYP.) o 1 N 92 92 9 12S 9 T.O. SLAB 92S 92S I - I 92S 8 9 S I O.H. GARAGE DOOR O.H. GARAGE DOOR 1177 — — — — — — — — 1* RAIN STOP 1" SLOPE (TYP,) — ----- ------------- AA — — — — — — AIDS 9 -0. 1 _p 9 -0" -q 9 -0• 1 _4 9 -0" 1 _q 9 -0" 1 _p 9 _0. 1 _4 9 -0' 1 _4 91-0" 1 -4 9'-O" 1 -4 18'-0" V-4 18'-0" 1'-4 133'-0" GARAGE FLOOR PLAN SCALE: 1/8" = 1'-0" l I I I I I I I e I I 4-8" R.M.U. W/ CONC. F.C. & I #5 0 48" O.C. I I 2 I A105 I REVISIONS O COPYRTOHT 2000 DOUGLAS ROOT ARCH(TRCTS, ALL RIGHTS RESERVED. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. FEB 8 2M 11/16/00 SCALE AS NOTED JOB NO. 00053 SHEET A 105 12 6Ll_� ■■■ ■ON I ■■■ 0 it I SECTION A106 SCALE: 1/4" = 1'-0" 5/8" M.R. G.W.B. 8"x12" CONC. TIE BEAM W/2#5 T. &B. , i , -------------------------- SPANISH 'S' CONCRETE ROOF TILES NAILED THROUGH ROOFING MASTIC ON 901b MINERAL SURFACED ROOFING HOT MOPPED TO ONE LAYER 301b FELT TIN TAGGED TO 5/8" TH. CD—X PLYWOOD SHEATHING ON ENGINEERED WOOD TRUSSES O 24" O.C. SIMPSON ETA12 W/ 4-10dx1 1/2" CONT. DRIP FLASHING _ OVER 1x2 P.T. NAILER 9'_0" O O ` TO —BEAM Lir� 2x8 SMOOTH SAWN CEDAR FASCIA O � O 3" CONT. PVC VENT O.H. (TYP.1 PLYWOOD SHE (WAL THING NAILING SCHEDULE S AND ROOF) NAIL SIZE NAIL PACING ZONE 8d RING SHANK(") 4" O EDGES, 6" O INTER EDIATE SUPPORTS ROOF O 8d 6" O EDGES, 6" O INTER EDIATE SUPPORTS ROOF O O 8d 4" O EDGES, 8" O INTER EDIATE SUPPORTS WALL O 8d 6" O EDGES, 12" O INTE EDIATE SUPPORTS WALL O (*) RING SHANK NOT REO'D. WHEN MEAN ROC HT. IS LESS THAN 25' CORNER DISTANCE, A m 5 FEET I I I I X—k 2 ELEVATION HIP ROOF SLOPE > 10' 6 45' 8"x12" CONIC. BEAM W/ (3)#5 T. & B. & p3 H. O 5" O.C. 12 �J SPANISH 'S" ROOF 9,_0" `Y I.U. BEAM 12"x12" GLASS ELK. "o I (VERIFY M.O.) n 0 I in 0'-0' WEST ELEVATION SCALE: 1 /4" = 1'-0" 12"xi2" GL BLK. o I (VERIFY M.O.) i� 0 EAST ELEVATION SCALE: 1 /4" = 1'-0" (VERIFY MLD ASS BLK. SETA1 SON O GIR RS — — HIP GIRDER — . ER — — — — — — --------)I SKIM COAT PLASTER--- . r I I w I I �ETA11 SON (TYP.) U I I ADD N3 H. O OVER OPEN-GS. ® I (TYP-) HIP GIRDER E%T. STUCCO FIN. SYSTEM r — — F-IOVER SKIM COAT CEMENT PLASTER I I — II I II o . _ 4" CONIC. SLAB W/ 6x8 10/10 W.W.M. ON 6 MIL VAPOR BARRIER OVER WELL COMPACTED & TERMITE TREATED FILL I I, I 0 T.0. SLAB — — — 16"xi2" CONC. FTG. -�. i_'_ /% f W/ 3 #5 CONT. o n� o - -- i --- 8"02" CONC. TIE -BM. W/ (2)A5 T. & B.) 3 WALL SECTION A106 SCALE: 3/4" = 1'-0" CABANA ROOF PLAN_ SCALE: 1 /4" = 1'-0" -T' L V. SLAB SPANISH "S" ROOF SEE COUNTER 18'x12"D. CONIC. 30"x30"x12"D. CONC. TOP DETAIL FOOTING W/ FOOTING W/ , _ _ _ - I FOR REINF. 2 #SB. & 1#5T. [ 4 #5 EA. WAY (TIP.) I _ _ I I l J l J 12"x12" CONC. W/ 4 #5 VERT. #3 TIES O 8" COL. & , 8" W. x 1 1/2"D POURED BLOCK WATER STOP CELLS W/ 1 N5 RECESS (TYP.) VERT. (TYP.) — r---------i r---------1 r�-16"x12"D. I I - MONOLITHIC FTC. W/ 1 I I 2#5 B. & 1 : I 1 A5 T. 1 I ® I I I I I I I I I _ I I I L _ _ _ — _ — _ _ _ J - I I I I L _ _ _ _ _ _ _ — _ J —� 3-0" L 3-4' L1-4", 3-4" L 3-0' L— 18"x12"D. CONC. FOOTING W/ 2 #58& 1I5T. r___ _ ___ ____ __ — _ __� _ J 14'-0" CABANA FOUNDATION PLAN SCALE: 1 /4" = 1'-0" NORTH ELEVATION SCALE: 1 /4" = 1'-0" SOUTH ELEVATION SCALE: 1 /4" = 1'-0" A106 L 14'-0' I , I , I I i I I PAVERS m � � N I I , I I , I I MEWS WOMEN I o F.D. I znd THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUB.DINGS.,,%ND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. •T I i I ,e I o I 1 I I I i toj n 3'-0- 3'-4" 1'-4" 3'-4"� 3'-0" , I I � ' • I , L SHOWER [) — — — — — —[j SHOWER _ J -- _---_' A106 14'_O" CABANA FLOOR PLAN SCALE: 1 /4" = 1'-0" REVISIONS O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. Y' E E DRAWN M.R. CHECKED D.R.R. FEB 8 2W1DATE SCALE AS NOTED JOB NO. 00053 SHEET A 1 nr REVISIONS i� 10 SLOPE FOAM DETAIL SCALE: 3" = 1'-0" XT. STUCCO N. SYSTEM ON OLYSTYRENE FOAM SHAPES "xr CONT. ONG. CAP W/ Q5 CONT. XT. STUCCO N. SYSTEM " C.M.U. W JCINT REINF. VERY OTHE COURSE 6 VERT. BAI O 40" O.C. J CONIC. FIL D BLOCK CELLS 6 DOWELS 4 40" O.C. RAGE �.,,4T. CONC. 4 M5 CONT. k #5 TR ING W/ BARS O 22" O.C. WALL SECTION IAA SCALE: 1 /2" = 1'-0" \ - - - - - - - - - - - - - - _ - - o O y O. 60'0'0" _ \-J--------------------- SIGN WALL PLAN SOUTH (NORTH WALL SIM. BUT OPP. SCALE: 1 /2" = 1'-0" SIGN WALL ELEVATION SCALE: 1 /2' = 1 -0 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. FEB O COPYRIGHT 2000 DGUOLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. O O 9 C-5 rrH^ {z v^^J Sri H H W U O DRAWN M.R. CHECKED D.R.R. DATE B 2U 11/30/00 SCALE AS NOTED JOB NO. 00053 SHEET A107 THE SIGN WALL III41%1 I R'>i1M IN FlN. CLG. m G.W.B. ARCH ARCH REVISIONS 9- N. LG. O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. cn r^ M �o tn IN. LG. + T-v + O' D W� +6'-6' +6'-6' w FIN. CLG. FIN. CLG. W F oW FIN. CLG. 25 z cTYPa ARCH LmI FIRST FLOOR REFLECTED CEILING PLAN SCALE: 1/8 " = 1'-0" 7�-7 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE IMTH THE STANDARDS ESTABLISHED IN SECTION 62B-33.DO7, FLORIDA ADMINISTRATIVE CODE. - THE MAIN NAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE MTH ANI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTU�ES, SECTION 6, TO WTHSTAND THE NAND LOADS ASSOCIATED MATH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE MATH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE NAND LOADS ASSOCIATED MATH A MINIMUM BASIC VNND SPEED OF 145 MILES PER HOUR. Q DRAWN M.R. CHECKED D.R.R. FEB 8 2TE SCALE AS NOTED JOB NO. 00053 SHEET A 108 FIRST FLOOR REFLECTED C) EILING PLAN OF- // SHEETS +8'-2" T.O. BEAM +0'-0" T.O. SLAB EAST ELEVATION SCALE: 1 /8" = 1'-0" +11-2" T.O. BM. +0'-0" TO—SLANV PLYWOOD SHEATHING NAILING SCHEDULE (WALLS AND ROOF) NAIL SIZE NAIL SPACING ZONE 8d RING SHANK(*) 4" 0 EDGES, 6' 0 INTERMEDIATE SUPPORTS ROOF O 8d 6' 0 EDGES, 6' *INTERMEDIATE SUPPORTS ROOF O O 8d 4" 0 EDGES, 8' *INTERMEDIATE SUPPORTS WALL O 8d G' 0 EDGES, 12' 0 INTERMEDIATE SUPPORTS WALL O (�) RING SHANK NOT REO'D. WHEN MEAN ROOF HT. IS LESS THAN 25' CORNER DISTANCE, A - 5 FEET 1 I O 3 2 O O 5 —�} 9" PLAN ELEVATION HIP ROOF SLOPE > 10' '5 *. SPANISH "S" ROOFING SYS CONC. BEAM 1'-0' DIA. CONIC. COL. +8'-2" T.O. BEAM +0'-0" T.O. SLAB WEST ELEVATION SCALE: 1 /8" = 1'-O" +8'-2" T.O. BEAM T.O. SLAB PARTIAL SOUTH ELEVATION SCALE: 1 /8" = 1'-0" EXT. STUCCO 0 FIN. SYSTEM w ' o. W . CONIC. BEAM 10'-0" 10'-0" OPEN �� OPEN 1'-O" DIA. CONIC. COL. PARTIAL NORTH ELEVATION SCALE: 1 /8" = 1'-0" 12'x14' CONC. SM. W/ 3 p7 TOP & SOT. & Q3 STIRR. 012" C/C. ALL HORIZ. REINF. TO HOOK 0 FAR FACE OF PERPEND. BEAM AT ENDS. I I 12'x14- CONC. SM. W/ 2 #7 TOP & SOT. •e (1) #5 E.F. 0 MID -DEPTH & #3 SnRR. 0 4 C/C. SPLICE ALL HORIZ. REIMF, 3'-0" MIN. AND HOOK AT END COLUMNS. ' 1 I I 12' DIA. CONC. COLUMN W/ 5 #7 VERT. & p3 TIES 0 12" C/C I i I I t I FTG. W/ 3 05 BOT. E.W. (BEYOND) I — — I AA BUILDING SECTION �109 SCALE: 1/2" = 1'-0" L - - J r. DRIP FLASHING TO REVISIONS N ROOFING OVER P.T. NAILER SMOOTH SAWN CEDAR FASCIA STUCCO FIN. EM OVER 1 1/2' INSUL OVER PLYWD. SHEATHING -2" BEAM HA. CONC. COL BEYOND THICN'D. EDGE P5 CONT. x7-B"x1'-O" FTO. W/ 3 #5 SOT. E.W. (BEYOND) SIMPSON "HETA 12" EMBEDDED TRUSS ANCHORS WITH (6) 10d x 1 1/2" COMMON NAILS AT EA. TRUSS 7'-0" 7-0 HIP HIP LINE/RIDGE ---r—--- ---------'-N-------------I------------T--------------- — -— — — — — — — — fir ------------It ------------ I i------------ fir-----------7r---- -- _ -. -- -. N III III IIII I I I I I I I I I I I I I I III I I- -:� I I I I� IIII ii ii ii ii ii III it I I I EE I ENGINEERED WOOD I I I I I I I I I I I TRUSSES 0 24" C/c I I I I I I I I I I I I IIIIIII IIIII .I II II II II I I IIIIIII II '- II I I I I I I� I l l l j l� ii ii ii ii ii I I it ( I I I I I � =+EL T-�=-�T = =T-�- i= i t -�'� --____-----J- --- -- ---- - -- --- — — --- -------- -J -_ ---__ — T 2-PLY GIRDER TRUSS WITH SIMPSON "HETAL 16" EMBEDDED TRUSS ANCHOR WITH (5) 10d x 1 1/2" COMMON NAILS INTO TRUSS SEAT & (15) 16d x 1 1/2" COMMON NAILS 0 STRAP (TYP. 0 EA. END) CARPORT ROOF FRAMING PLAN SCALE: 1 /8" = 1'-0" THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE NTTH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN N1NO-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE NTH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED PATH A MINIMUM BASIC WND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE NTH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. LI J L J L J L J L J L J L J L J L CONIC. ODS THRU CONC. 'l r Tr 1 r -1 r — —�. L---- I __---� I 1----- I I — — — — — —__--- I _----L J 4" WIDE PAINT STRIPING (TYP.) r r -I I r I r r 10'-0' 16 CAR CARPORT PLAN SCALE: 1 /8" = 1'-0" 10'-0" O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS, ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE FEB 8 2n 11/i6/00 SCALE AS NOTED JOB NO. 00053 SHEET ♦ A /1 e% Q GAZEBO ROOF FRAMING PLAN GAZEBO FL. FRAMING PLAN h Mf�stz TO is NAP. CTIGIJ 'G' — PVV4-. A.111 Fx!P= Ntrr!5.6 CTYP. ) Lo n fi, Nei baf-4a',all w J ,I I IEU-,12.rVI I� SITE PLAN w L J Noce- : t:"tsLv vEgiF`( srrS (mgoor~ GLa, too S f-ryf) SITE PROFILE DUNE WALKWAY ELEVATION V4"— I I_e�3II i REVISIONS ® COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. > F to A. SAY r,w At I I J P>'� Nf1f C7 rP ) w x H THESE PLANS AND SPECIFICATIONS ARE IN STANDARDS ESTABLISHED IN GN 2B--3COMPLIANCE RLORIDA THE ADMINISTRATIVE CODE. te) 110 O O en tnkn d RE ISMNG � DESIGNED O :N THE MAINNCEE DRAWN LOADS WITH /CE MINIMUM DE BUILDILOADSSAASSOCIATEDD M.R. VA "TCH A MINIMUM BASIC %" SPEED Off CHECKED 145 MILES PER HOUR. D.R.R. THE COMPONENTS AND CLADOING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIDN3 IN o 2w, DATE FEB PATH ANSI/ASCE 7-BS. MINIMUM DE59GN LOADS FOR U LW /30/QO ACCORDANCE BUILDINGS AND OTHER STRUCTURES. SECTION ®. TO WITHSTAND D ATM' A MINIMUM BASIC WIND AND THEWINDASSOCIATED SCALE MLOADS ILES OF AS NOTED JOE NO. 00053 SHEET A110 DUNE WALKWAY AND GAZEBO Av _ SHEETS RAMP SECTION MIN, a To -%qcr �G 'A' A '51 W47rl5a-S CT`fPICAL) _Gc:r��eZwl T,1 f .) "IX f??: M AX7 12I5L.- 6` ;4_JYIKN. J��' pT. WGL•70 /Y:ID i 1 140 ) PT fYP, WALL i pt>15T SECTION e Ar wr STAIR & WALKWAY FRAMING PLAN 45CA ,LE � 3/4"- I ysC..r'rAzr), 31N LIwm ---I 4 2icg;" fMV,I'D- TNtztJ Cryflra�.N� C I "x PT. wcrx� I ¢KrmFa . crYf�;') n CrY> 1 a � TA C V lr Lm V%/AY SECTION REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED, VI 110 0 �c z W)a W^ W)kn � IL O V VJ F � d F Ow w wU O F OW o� as z AL a uJ i LL. 1 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 020-33.007. FLORIDA ADMINISTRATNE CODE THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-". MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 5, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELF TED AVF USE INCORPORATED INTO THE DESIGN AND SPECIFI TIONS ACCORDANCE WITH ANS1I ASCE 7-95, MINIMUM!DE LOA BUILDINGS AND OTHER tTRUCTURES. SECTION S, WITHS AND THE WIND LOADS ASSOCIATED WITH A' M BASIC SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. iljaojooFEB 8 W SCALE AS NOTED JOB NO. 00053 SHEET Alll DUNE WALKWAY AND GAZEBO OF I SHEETS Hip l FFIZCx2" HOT E71 rFEE=> eo4,L.,I. aliw L' u i I I <.T e TY� . ) "k jn I? T. W V hlI_IQ-610- Au— zoNrm 1 �— Ion N�.NL.se4"o-c. elxRs 4 lod 1JA1Lhalo"o.c, IMEzMEt7A%T✓ <,u PPorzT-S CTYP) <T+4izu Bar14 SPANISH 'S' CONCRETE ROOF TILES NAILED THROUGH ROOFING MASTIC ON 9M MINERAL SURFACED ROOFING HOT MOPPED TO ONE LAYER 301b FELT TIN TAGGED TO 5/8" TH. CD-X PLYWOOD SHEATHING ON ENGINEERED WOOD TRUSSES O 24" O.C. R,�/•tC7� 0 O o C'T`f P) 0 O n O O lo ol 0 O 7k� 4'x4" PTI Wandi'.5wAem pi (I-q,n i � i LG.lep�1�.TCTYP,) i j RT. Wane - 2"yi�n hTI W� ToP : VOL ice* I--CO4JTI CTYP 2xCn Y6f' `MV Lf3�.1T - ..k'i2 ZS C�Pl�sv Otvv �L. _ `iCli" i?T, WaT7 77 - — - -- jZAIL-CONTI/J• CfYp) 424uc:+ WL2xZx I2 aLOCKI`N lCA ��A 61C� �101 PTI Wcr�P DEc W NG CTYR) 00I t4 is - ) ii 0 iii l.+i AS it ` ii O \ } 0 I ! ; O11 Z`� c P.T. Wcbr� .101-ST (Z) EA �+10. o F osrS�M CTY f'. ) y"�Cq�j.." P,-fI Wcao�J.CE �G4.J�IiT $SEAM TU�� Lr:1'zAOL LI1J —C3) z' Nor L>If t714A.1Loj C4) IGd 1.bT plp�T7 NAIL.�i 15��LJ, EFUt7 d�.�rZ GAZEBO SECTION! Wl� taZIP S71�D �6sd1_.�/, QlML.HtP ML 2xSr- TWP CS C, r` tj 1 rt. wo 6urr�xzzls (�AGKl1VU � Sll� CZ) %z"co Nar pI QPeQ Hr2-U CzI,T� w ZTYr P E@ I 4 Jn1-,ST D 411�s®a *>< J� LL, r.T. Wp, WislHFrt2h �r2! b THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.OD7. FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BOWNGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH AN%ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR, 1, REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. Oct4r M0V h-J � �V H U O FED-+ A � DRAWN M.R. CHECKED D.R.R. DATE FEB 8 11/30/00 SCALE AS NOTED JOB NO. 00053 SHEET A112 DUNE WALKWAY AND GAZEBO OF 'do SHEETS ui 7 Iew-S&I SPACES 3'1 C.J. (V-GROOVE JOINTS) (TYP.) 0 WEST ELEVATION SCALE: 1/8� = V-0" �I +132'-5" T.O. ROOF SLAB ELEV. MACH. RM./STAIR TOWER - uAl 1/ T.O. SLAB FIRST FLOOR REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. o� �zVF� a r^� M V�v) H p! V U� ENO UO w 0 � ow A u a ca z THESE PUNS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE AN DRAWN STANDARDS IN SECTION 628-33.007, FLORIDA M.R. ADMINISTRATIVE CODE. CHECKED THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEN DESIGNED IN ACCORDANCE MATH AN51/ASCE 7-96, MINIMUM DESIGN LOADS FOR D.R.R. ILOADS NASSOCIATED WTH�A MINIMUM IBASIC WIND SP ED OFCTION 6, To WTHTAND BUILDNGS DATE DATE NAND 145 MILES PER HOUR. 11 /1 3/00 THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR SCALE USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR AS NOTED BUILDINGS AND OTHER STRUCTURES SECTION 8, TO WITHSTAND THE WND LOADS ASSOCIATED VATH A MINIMUM BASIC WIND JOB NO. AND SPEED OF 145 MILES PER HOUR. 00053 SHEET FEB 20%, .8 A201 je WEST ELEVATION SHEETS _ T.O+OPRIZO . ROOF SLAB ELEV. MACH. RM./STAIR TOWER (PENTHOUSE - GARDEN) (PENTHOUSE - VISTA) .0. SLAB THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 629-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. W)�o o�o tno (�►"/�I en �o W O � V p� V �J UO w e,x O Ow A u o� �a z L,! II . � DRAWN M.R. CHECKED D.R.R. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR DATE USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN 11 /13/00 ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND SCALE AND THE WIND SOCWR WITH A MINIMUM BASIC WIND AS NOTED 1LOADS SPEED OF45 MILESPER JOB NO. 00053 �11 SHEET EAST ELEVATION 10 0 OVERFLOW SCUPPER j 6'45'S8" 6'45'S8" 6'45'S8" 6 EQUAL SPACES NORTH ELEVATION SCALE: 1/8" = 1'-0" 40'35'48" T.O. ROOF SLAB (PENTHOUSE - (PENTHOUSE - VISTA) 0 T.O. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE MATH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR REVISIONS O COPYRIGHT 2000 DOUGLAS ROOT ARCHrrECTS, ALL RIGHTS RESERVED. DRAWN M.R. BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE CHECKED WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF D.R.R. 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR DATE USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN 1 1 /1 3/00 ACCORDANCE WAIN ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND SCALE AND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND AS NOTED SPEED OF 145 MILES PER HOUR. JOB NO. 00053 SHEET FEB 8 P001. .,,,°' A203 NORTH ELEVATION a SOUTH ELEVATION SCALE: 1 /8" = 1'-0" +132'-5' T.O. ROOF SLAB 4/ T.O. ROOF SLAB W b ,l amine•-1" (PENTHOUSE - +11'-2• FLOOR THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN VAND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO VATHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC VAND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE NTH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET A204 SOUTH ELEVATION SHEETS (PENTHOUSE - (PENTHOUSE - VISTA) THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABUSHED IN SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN VAND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED VATH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED VATH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. O COPYRIGHT 10DO DOUGLAS ROOT ARCHREC[S. ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. FEB 8 2W] 00053 SHEET A205 BUILDING SECTION REVISIONS +132'-5" _._.—._.—.—._._.—.—.—.—._.—._.—._.—._.—. _.—. TO ROOF SLAB STAIR TOWER & ELEVATOR MACH. RM. co 0 COPYRIGHT 2000 I DOUGLAS ROOT ARCHITECTS. a _ . T_O.BEAM _ _ , � ALL RIGHTS RESERVED. (PENTHOUSE — GARDEN) (PENTHOUSE — VISTA) +39'-5" BUILDING SEc�TION SCALE: 1 /8" = 1'-0" THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN VAND—FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE NTH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00055 [Int, 11 MmAil BUILDING SECTION REVISIONS TEMP. GL. SLIDING SHWR. DR. TE SL SH KITCHEN SCALE: 1 /4" = 1'-0" �h© BATH SCALE: 1 /4" = 1'-0" TMIRROR '—C.T. T1GWB... 4•BACKK- C T SPLASH a MIRROR CULT. AP. GL DING MARBLE < °p NR. DR. ENCL. Nf TUB M. BATH SCALE: 1 /4" = 1'-0" M. BATH SCALE: 1 /4" = 1'-0" IN UNIT "B" (SEE SHT. A302) o a � ? 2'-3" 12'-0` 10" 1 - 0 m O I� ♦♦ a �o AS 0 89 96 2A 1 F6 84 ♦ iv 1 7A C2 WI ♦ r, ♦, UTILITY SCALE: 1 /4" = 1'-0" CLO. LIVING A9 89 96 F6 B4 C2 W 6" WIDE KNEE WALL BELOW F 3pf , 1J 0 A501 ,' i ?•`tit- ♦ \ f ( ♦ 1 1 36" HIGH 1 ' GRANITE TOP RHIGH G F;ANITE TOP I � 1 _ I ��______________ 7A / 1 POLYSTYRENE INSUL.` W/ PLASTER FINISH I 3 IPANTR 5" 6" I A6 5" 78 85 3" ` __�_� F3 B4 C1 W1 1$' — — ���/ DINING I 0CWl it �-------� M.BEDROOM A11 7A 89 96 F6 84 C2 W1 3A 3C �3C O 2-6" _ fe M. BATH F TOILE-T #A20 A501 A19< O978 85B4F3 B4 WI C2 WI / A C.M. END I PANEL 8 ACCESS 3A II PANEL BEDROOM 2 1 A21 II 9Q 89 96 8 1 F6 B4 C2 WI III (I BQ1 SOFFIT 10 1 rol O in 110 `♦ ♦ ' I I D'W' RANGE MICR. ABV. 10 lO KITCHEN o4_ ♦ - _ A79 6 ' 0 G.D. 6 B4 I I 7 CWl � i � I I r DROP SOFFIT REF. I I i 3 3C 7 Y F A501 0 3C 1 6 7 °� 11 5 SH. 5I (4)SIDES 1 4 _ > I 1'-1 b" V-10" 5'-10' WASHE DRYER U TI L. 3 3C _ _ - A4 78 85 3C F3 84 3 Cl W1 3 O POWDER 1 � A4 A501 78 85 F3 B4 ENTRY 4 Cl W1 3c sc 3 3 COAT CLOSET XA2 78 85 F3 84 R•W.L 3C A3 78 BS C2 W1 _ _ _ _ F3 R4 12"z12" GLASS BLOCKS —;I HALL — J A14 3 78 85 F B4 LINEN C W1 5 SH. CLO. ------------ 3 9V 31 BEDROOM 3 A17 89 96 F6 84 C2 I WI O TRASH RM. (SEE SHT. A311) R&S (TYP.) SIGN / F.E. CAB. STAIR #1 (SEE SHT. A311) ELEVATOR #1 (SEE SHT. A311) DOOR MARK SCHEDULE MAT'L TYPE GLASS RATING 1 HM FL - - 2 HM F - - 3 WOOD FG INSUL. - 4 ALUM/GL FG 1/4" TEMP. - 5 WOOD BF - - B SCW F - C-45 7 SCW F - - B SCW F - B-90 9 HC MASONITE 2P — - 0 HC MASONI 2P—UC — - I1 HCW FL - - 2 STL OH - - DOOR OPENING SCHEDULE DOOR SIZE W.xH.xT.) NOTES A 3'-0"x6'-8"x1 3/4" B 3'-0"x7'-0"x1 3/4" C PR. 3'-0"x7'-O"xt 3/4" D PR. 2'-6"x8'-0"xt 3/4" E PR. 3'-0"x8'-0"x1 3/4" F (4)1'-6"x7'-O"x1 3/8" G 3'-6"x7'-0"x1 3/4" H PR. 2'-6"x7'-0"xt 3/4" J PR. 3'-0"x7'-0"x1 3/4" K 2'-6"x7'-0"x1 3/4" L PR. 1'-0"x7'-0"x1 3/8" M (4)1'-0"x7'-0"x1 3/8" N 2'-0"x7'-0"x1 3/8" P 2'-8"x7'-0"xt 3/8" Q PR. 2'-0"x7'-0"x1 3/8" R PR. 1'-6"x7'-O"x1 3/8" S 9'-0"x7'-0" T 16'-O"x7'-O" U 3'-0"x7'-0"x1 3/8" V PR. 2'-6"x7'-0"xt 3/8" W 2'-6"x7'-0"x1 3/8" X PR. 1'-3"x7'-0"x1 3/8" C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #2 6 WOOD - SAUNA SYSTEM 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - PAINTED W WALLS 1 GWB - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM DOOR TYPES NOTES 1 uu- F 1& 23 0GL FM FG FL 2P To the beY of the AFhiaRe Ima"laye, 2P-UC BF OH merM"a.eaePeelkeme.eomWr�+thmewvu<•nw (3/4" (OVERHEAD mloimumbv0dbg wd"eoE @e eyPlWhb Ste aefttY UNDERCUT) GARAGE DOOR) e1eoNNeubemwivedby the loal athmity. O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. DOOR NOTES ALL RIGHTS RESERVED. 1. EXTERIOR H.M. DOORS SHALL BE GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W/ TEMP. DBL. INSULATED CLEAR GLASS W STAINLESS STL. HARDWARE BY SAUNA VENDOR o 4. FM DENOTES ' FLUSH WITH ~ APPLIED MOLDING FOR ENTRY DOORS OF UNITS AND M ROOM ENTRY DOORS OF FIRST FLOOR DOOR SIZE o SEE SCHED.� DOOR MARKS -THERMAL O SEE SCHED. 1A T INSULATED V JAMB DETAIL 8 �HARDWARE SET ` SEE SHT. A502 SEE SPEC'S W ROOM III —ROOM NAME u p,,, A101 CEILING HEIGHT 1ST OR HEIGHT ` Qt' 1ST OR 12TH— I I 1— O F FLOOR F1 Ell — BASE L CEILING Ct W7 —WALLS (5[„ U �o B BASE uj v 1 VINYL - 4" COVE O �+ 0 IQ 2 CER. TILE - GLAZED E4 3 CER. TILE - UNGLAZED U a 4 WOOD 5 1 PAVER TILE - 4"H. FLAT 6 MARBLE - 4"H. FLAT 00 Z F FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONIC. - PAINT 9 MARBLE X NONE NOTES EXTERIOR DIMENTIONS ARE TO THE FACE OF CONC. COLS. & STUDS FLOOR PLAN UN SCALE: 1 /4" = 1'-0" IT "A" li �Qd W W to0 p� z w 0 VO W �u �a z O THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 628-33.007. FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. DATE FEB 8 11 /13/00 SCALE AS NOTED JOB NO. 00053 SHEET .000 001 UNIT "A" KITCHEN SCALE: 1/4" = l'-O" KITCHEN SCALE: 1/4" = l'-O" TG.W.B. - �MIRROR2 Z MIRROR n CALT. MARBLE ro 0 i n TUB TEMP. SLIDING SHWR. M. BATH SCALE: 1/4" = l'-O" ~ I _ 0 i M MIRROR 4" BACK - SPLASH y MIRROR Z CALT. MARBLE (--MIRROR 4" BACK - SPLASH < ro 0 i M El TUB M. BATH SCALE: 1/4" = l'-O" M. BATH UTILITY SCALE: 1/4" = l'-O" SCALE: 1/4" = l'-O" . 4* BACK- SPLASH i 181 BATH BATH ' SCALE: 1/4" = l'-O" SCALE: 1/4" = l'-O" DOOR MARK SCHEDULE DOOR TYPES MAT'L TYPE GLASS RATING NOTES 1 HM FL - - 1 2 HM F - - 1& 2 3 WOOD FG INSUL. - 3 11000 4 ALUM/GL FG 1/4" TEMP. - Q 5 WOOD BF - - 6 SCW F - C-45 F FM FG FL 2P 7 SCW F - - 8 SCW F - B-90 9 HC MASONITE 2P - - 10 HC MASONI 2P-UC - - ❑ 11 HCW FL - IF - 12 STL OH - - 2P-UC BF OH ( 4" OVERHEAD UUNDERCUT) TARAGE DOOR) DOOR OPENING SCHEDULE DOOR NOTES DOOR SIZE (W.xH.xT.) NOTES 1. EXTERIOR H.M. DOORS SHALL BE A 3'-0"x6'-8"xl 3/4" GALV. STEEL B 3'-0"x7'-0"xl 3/4" 2. EXTERIOR H.M. DOORS TO A/C C PR. 3'-0"x7'-0"xi 3/4" SPACES SHALL BE INSULATED D PR. 2'-6"x8'-0"xl 3/4" 3. WOOD SAUNA DOOR W TEMP. E 4DBL. INSULATED CLEAR GLASS PR. 3'-0"x8'-0"x1 3" / W/ STAINLESS STL. HARDWARE F (4)1'-6"x7'-0"xl 3/8" BY SAUNA VENDOR G 3'-6"x7'-0"xl 3/4" 4. FM DENOTES : FLUSH WITH H PR. 2'-6"x7'-0"xi 3/4" APPLIED MOLDING 4" FOR ENTRY DOORS OF UNITS AND J PR. 3'-0"x7'-0"x1 3/4" ROOM ENTRY DOORS OF FIRST FLOOR K 2'-6"x7'-O"xl 3/4" L PR. l'-0"x7'-0"xl 3/8" DOOR SIZE M (4)1'-0"x7'-0"xl 3/8" SEE SC ED.� N 2'-0"x7'-0"xl 3/8" DOOR MARKS THERMAL P 2-8"X7'-0"Xl 3/8" SEE SCHED. 1A T INSULATED Q PR. 2'-0"x7'-0"xl 3/8" laF R PR. 1'-6"X7'-0"X1 3 $" JAMB DETAIL -� `—HARDWARE SET / SEE SHT. A502 SEE SPEC'S S 9'-0"x7'-0" T 16'-o'x7'-o" ROOM NAME U 3'-0"X7'-0"xl 3/8" ROOM 8 —� V PR. 2'-6"x7'-0"X1 3 8" CEILING HEIGHT A101 CEILING HEIGHT / 1ST OR 12TH— — O 11TH FL. W 2'-6"x7'-0"Xl 3/8" FLOOR F1 BW11 — BASE X PR. l'-3"X7'-0"Xl 3/8" CEILING C1 — WALLS C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #. 6 WOOD - SAUNA SYSTEM 7 1 CONC. TEXTURED FINISH W WALLS _ 1 GW8 - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM EXPOSED :11: Tvl2 1 1 VINYL - 4" COVE 2 CER. TILE - GLAZED 3 CER. TILE - UNGLAZED 4 WOOD 5 PAVER TILE - 4"H. FLAT 6 MARBLE - 4"H, FLAT X I NONE F I FLOOR 2 1 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT 9 MARBLE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS. AND. OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED PITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. - THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. FLOOR PLAN UNIT "B" SCALE: 1/4" = 1'-0" REVISIONS ® COPYRIGHT 2000 DOUGLAS ROOT ARCHGECTS. -._ ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00055 FEB 8 W SHEET A3 02 UNIT "B" KITCHEN SCALE: 1/4" = 1'-0' KITCHEN SCALE: 1/4" = 1'-0' < < < MIRROR 4" BACK- SPLASH C O W S. MIRROR CA�LTT. MARBLE 0 I TUB M. BATH SCALE: 1/4" = 1'-0' I � � a i D. ii W. _-JL-- UTILITY SCALE: 1/4" = 1'-0' SLIDING TEN GLASS ENCI MIRROR G'W B. MIRROR CALT. MARBLE - TUB M. BATH SCALE: 1/4" = 1'-0' MIRROR 'V 4" BACK - SPLASH a 0 M M. BATH SCALE: 1/4" = 1'-0' MIRROJ I� 4" BACK - SPLASH ■ ■ ■ MEN�I BATH SCALE: 1/4" = 1'-0' TEMP. SLIDING GL. SHWER DOOR am II DOOR MARK SCHEDULE DOOR TYPES MAT'L TYPE GLASS RATING NOTES 1 HM FL — — 1 p 2 HM F — — 1& 2 3 WOOD FG INSUL. — 3 04 ALUM/GL FG 1/4" TEMP. — [,, ❑5 WOOD BF — — 6 SCW F — C-45 F FM FG FL 2P 7 SCW F — 8 SCW F — 8-90 9 HC MASONITE 2P - 10 HC MASONITE 2P-UC. - - ❑ -_ __ 11 HEW FL — — — 12 STL OH — — (2P—UC BF ( OH U3NDEAD RCUT) TRAGEE DOOR) DOOR OPENING SCHEDULE DOOR NOTES DOOR SIZE (W.xH.xT.) NOTES 1. EXTERIOR H.M. DOORS SHALL BE A 3'-0"x6'-8"xt 3/4" GALV. STEEL B 3'-0"x7'-0"x1 3/4" 2. EXTERIOR H.M. DOORS TO A/C C PR. 3'—O"x7'-0"x1 3/4" SPACES SHALL BE INSULATED D PR. 2'-6"x8'-0"xi 3/4" 3. WOOD SAUNA DOOR W TEMP. PR. 3'-0"x8'-0"x1 3 4" DBL. INSULATED CLEA GLASS / W/ STAINLESS STL. HARDWARE F (4)1'-6"x7'-0"x1 3/8" BY SAUNA VENDOR E R G 3'-6"x7'-0"x1 3/4" 4. FM DENOTES : FLUSH WITH H PR. 2'-6"x7'-0"x1 3/4" APPLIED MOLDING J PR. 3'-0"x7'-0"x1 3 4" FOR ENTRY DOORS OF UNITS AND / ROOM ENTRY DOORS OF FIRST FLOOR c-V Af- PR. 1'-0" PR. 2'-0"x7'— PR. 1'-6"x7'— V PR. 2'-6"x7'-0"xi 3/8" W 2'-6"x7'-0"xt 3/8" X I PR. 1'-3"x7'-0"x1 3/8" C CEILING 1 GWB — PAINTED 2 GWB — TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM 's 6 WOOD — SAUNA SYSTEM 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE — P W WALLS 1 GWB — PAINTED 2 CMU / CONIC. — PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE — GLAZES 5 WOOD SAUNA SYSTEM DOOR SIZE SEE SIZE DOOR MARK—, "THERMAL SEE SCHED. 1A T INSULATED sa JAMB DETAIL '—HARDWARE SET SEE SHT, A502 SEE SPEC'S ROOM # NAME BROOM CEILING HEIGHT CEILING HEIGHT 1ST OR 12TH— — 0 11TH FL. FLOOR F7 81 — BASE COILINGCi W1 — WALLS 471L► 1 1 VINYL — 4" COVE 2 CER. TILE — GLAZED 3 CER. TILE — UNGLAZED 4 WOOD 5 PAVER TILE — 4"H. FLAT 6 MARRI F — 4"H. FIAT X I NONE F I FLOOR 2 1 CONCRETE / SEALER 3 1 CER. TILE — GLAZED 4 CER. TILE — UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONIC. — PAINT 9 MARBLE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE MATH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN NAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE NTH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. SECTION 6, TO VATHSTAND AND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. FLOOR PLAN UNIT "C" C COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. Q u Q pm__� Z O W U U u a O W � u � 1� z W H zzU O � zz DRAWN M.R. CHECKED D.R.R. DATE 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET FEB ; o A303 SCALE: 1/4" = 1'-0' SCALE: 1/4" = 1'-0" UNIT "C" REVISIONS KITCHEN SCALE: 1 /4" = 1'-O" MIRROR J 4" BACK- GW:� C.T.-� SPLASH - (' BATH SCALE: 1 /4" = 1'-0" M, BATH SCALE: 1/4" = 1'-0" UTILITY SCALE: 1 /4" = 1'-O' a �GWB 'v MIRROR CULT. TEMP. GL. MSLIDING MARBLE SHWR. DR. e & ENCL. i� ILJLt-L4 " NB TEMP. GL. SLIDING SHWR. DR. M. BATH SCALE: 1 /4" = 1'-O" I � i= "a m I� 0 to UNIT "C" (SEE SHT. A303) n / v / / / , I / / / / /<. I i i I ' � I i � I /J I / ELEVATOR #1 (SEE SHT. A311) U TI L. POWDER COAT Erm. BRKF! 2A 69D96 , F67 84 1 � I � n F A50' � O I I � I - 4 r--- I O�O RANGE D.W. h I OIO ABV°' KITCHEN EN' i I G.D. .D. &CM RE. DROP SOFFIT I I DRYER - WASH 3 3C 3C ^1 3 _ � o F I i A501 � ENTRY 3 3C 3C 3 #C2 2 85 T_ 3C R.W.L. B4 W, O LIVING D9 89 96 F6 B4 C2 1 W POLYSTYRE 4E INSUL. W/ PLASTER FINISH PANTRY 1 S D6 I 5" 6" I 7a e5 t 5 F3 B4 Cl W1 DINING 1�1 III l�l89196 III Fs Ba \ 7 G W1 /J�J STORAGE (SEE SHT. A311) 'IBM.� 'Jlllllllllllllllllllllllllllr • ©� II m►m a� 11111 11111=� mm � m© STAIR #1 (SEE SHT. A311) • I ©� I ° .� 3'-0' 9U NLly m 15 � A502 5'-0' 6" 2'-6" _ 1 A205 O M.BEDROOM D11 89 96 F6 B4 C2 W1 DROP SOFFIT"' MAKE UP DESK r J 12'-6" PKT. TOILET F M. BA D19 I A501 D20 3 0 �78 85 89 96 F3 B4 F3 84 C2 W, 7 C W, ►a GL. BILKS. C.M. END PANEL 9P 3A ACCESS 1. BEDROOM 2L CLO. D21 022 89 98 90 I^ 89 91 F6 B4 6 I F6 B, C2 I W, C2 W IIh m I.rc ,1 eD it I O 12-x12J GL. ELKS. I- 7,_1" DOOR MARK SCHEDULE DOOR TYPES MAT'L I TYPE GLASS RATING NOTES 1 HM FL - - 1 2 HM F - - 1& 2 3 WOOD FIG INSUL. - 3 Eo GL ❑ 4 ALUM/GL FIG1/a" TEMP. - 5 WOOD BF - - 6 SCW F - C-45 F FM FG FL 2P 7 SCW F - - - n S SCW F - 8-90 - 9 C MASONITE 2P - - 10 HC MASONITE 2P-UC - - Rp -_ HCW FL - - re "he uftl"A hYtt.hemldpe, the P4Y Yd ryxifi° W Ye wmPlY wi0lhe ePPi W ble STL OH - - 2P-UC BF OH ��OOJeeivdheB� eb1eB0°� (/ ( eeYtlmdeY dee+miYEM the lOW wmonry. 000PYRIGHT 20W U3NDERCUT) GARAGE DOOR) DWOLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DOOR OPENING SCHEDULE DOOR NOTES PR. 3'-0"x7'-0"x1 PR. 2'-6"x8'-0"x1 PR. 3'-0"x8'-0"xt ;4)1'-6"x7'-O"X1 3/ 3'-6"x7'-0"x1 3/4" PR. 2'-6"x7'-0"xt PR. 3'-0"x7'-0"xt 2'-6"x7'-0"x1 3/4" PR. 1'-0"x7'-0"x1 (4)1'-0"x7'-0"x1 3/ 2'-0"x7'-0"x1 3/8" 2'-8"x7'-0"x1 3/8" PR. 2'-0"x7'-0"xi PR. 1'-6"x7'-0"xt 9'-0"x7'-O" 16'-O"x7'-O" 3'-0"x7'-0"x1 3/8" PR. 2'-6"x7'-0"x1 C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #2 6 WOOD - SAUNA SYSTEM 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - PAINTED W WALLS 1 GWB - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM 1. EXTERIOR H.M. DOORS SHALL BE GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W/ TEMP. DBL. INSULATED CLEAR GLASS W/ STAINLESS STL. HARDWARE o � BY SAUNA VENDOR Z 4, FM DENOTES : FLUSH WITH G APPLIED MOLDING M FOR ENTRY DOORS OF UNITS AND , ROOM ENTRY DOORS OF FIRST FLOOR �.JwJ ^ DOOR SIZE SEE SCHED.--� O DOOR MARKS THERMAL V SEE SCHED. to T INSULATED ` JAMB DETAIL `-HARDWARE SET �T j SEE SHT. A502 SEE SPEC'S Cam. ROOM ,v —BROOM NAME l d CEILING HEIGHT CEILING HEIGHT 1ST OR 121H— A101 — O FL. fl V ^J d FLOOR 81 —BASESE CEILING C1 W1 — WALLS Q 94 U sw B BASE 4<W z v 1 VINYL - 4" COVE ® �„�' W4 2 CER. TILE - GLAZED ii •LUG 3 CER. TILE - UNGLAZED } 4 WOOD U a 5 PAVER TILE - 4"H. FLAT p O 6 MARBLE - 4"H. FLAT CC Z F FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT FLOOR PLAN UNIT "D" SCALE: 1 /4" = 1'-0 NOTES : EXTERIOR DIMENSIONS ARE TO THE FACE OF CONC. & STUDS. H D p� W W �a o � z w Q v0 �a W z THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 5, TO WITHSTAND THE WIND LOADS ASSOCIATED WTH A MINIMUM BASIC WIAO SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. DATE F E B 8 2D(11 11 /t 3/00 SCALE AS NOTED JOB NO. 0005S SHEET A304 UNIT "Dr' nP 'd SHEETS pi: i� 23'-7 4964" REVISIONS ple 12'-o ,s sa" 6'-10 17 32" DOOR MARK SCHEDULE DOOR TYPES KITCHEN SCALE: 1 /4" = 1'—opt a MIRROR -T "i ZG.WB VI.mo C.T• SPLASHKTEMP.7 SLIDING CL. SHWR. DR. - BATH SCALE: 1 /4" = 1'-0" T s � C.W.B� a MIRROR—)¢ ? =a CULT. G Itoa o TEMP MARBLE SLIDING GL. ENCL. c o ' I TUB n O M. BATH SCALE: 1 /4" = 1'—O" _ M. BATH SCALE: 1 /4" = 1'-0" UTILITY SCALE: 1 /4" = 1'—O" w 12"02" GL. BLN CLO. 0 N lie CD M. BATH ACWI g 0 O. 36" HIGH GRANITE COU14TER TOP - LIVING 42" HIGH GRANITE TOP RC2COU14TER / POLYSTYRENE INSUL, I �W/ PUSTER FINISH IPANTR 5' Awl l '_,Pp DINING i I A10 III ,o'-o" �l l F6 B4 )� \\\\ 7 C W1 F---------/ A501 3C DROP SOFFIT M.BEDROOM A71 0'-0" F6 B4 C2 W1 A C.M. END PANEL 8 ACCESS 3A PANEL I BEDROOM 2 I A21 it g0 10,_0" 6 1 F6 B4 C2 W1 �II li 6 O I 7' SOFFIT 0 12 UNIT "B" 1 ` \ 4 \ BRKFST \ RC2 RW \ ` \ \ \ \ \11 \ \ O \ vO\ f n \ A501 B" WIDE ` \ � KNEE WALL ' i ) BELOW ' I I I , i 4 , I q D W. ; RANGE o j MICR. ABV. ol KITCHEN A7 I 10'-0" O G.D. F3 B4 1 ' I 7 C WI D DROP SOFFIT O /7 — — T I I ' REF. I I ; 3 3C 7 L Y , F I A501 0 3C 7 \ 1 11 5 SH. 5M (4)SIDES 4 1'-117" 3'-10" 5'-10" \L .- - -V 'C ASHER U TI L. DRYER 3 � ____ AA3C 3C3U G POWDER m 0 A4 A501 ® 8'-11" F3 84 ry'� - 3C ENTRY 3c , a G1 W A2 3 COAT CLOSET 8'-11" F3 B4 R.W.L. 3C A3 C2 W1 - - Ci Cd I © v 4 SIDES 0 ' 1 BA H AIC ;Eg 3 C\ ) J A18 8'-11" �• Aso1 /7 — — _7\ V71 FOYER\ 1' I F3 B4 I 7 C W1 UP \ ,4'-0" DI . MTL. SPIRAL \L - �/ •' STAIR 6H SYSTEM HALL A7"8-14 LINEN C CLO. Wl 3 9V BEDROOM 3 RF6C2 17 B4 W1 Lug TRASH RM. (SEE SHT. A311) R&S STAIR #1 (SEE SHT, A ) ELEVATOR #1 (SEE SHT. A ) MAIL TYPE GLASS RATING NOTES HM FL - - 1 HM F - - 1& 2WOOD FG INSUL. - 3Egono ALUM/GL FIG1/4" TEMP. - WOOD BF - - SCW F - C-45 F FM FIG FL 2P SCW F - - - SCW F - 8-90 = _ C MASONITE 2P - - - C MASONITE 2P-UC - - HCW FL - - t" the bM "[tM ArcMmcYe Yn""ledye, STL I OH - - 2P-UC BF OH,n„I,e.,m,P�;ewnw,am,n�um".ppuw,l" (3/4" (OVERHEAD ml"innmt6WWbBcaae.wdtEe mnucetd ero uPory UNDERCUT) GARAGE DOOR) nlmdcdeuhlammNby w"1«ai eWhmiry. ® COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. DOOR NOTES : ALL RIGHTS RESERVED. DOOR OPENING SCHEDULE PR. 3'-0"x7'-O"xi PR. 2'-6"x8'-0"x1 PR. 3'-0"x8'-0"x1 ;4)1'-6"x7'-O"xi 3'-6"x7'-0"x1 37 PR. 2'-6"x7'-0"x1 PR. 3'-0"x7'-0"x1 2'-6"x7'-0"xt 3/, PR. 1'-0"x7'-0"x1 (4)1'-O"x7'-O"x1 2'-O"x7'-O"xi 3/1 2'-8"x7'-0"x1 3/1 PR. 2'-0"x7'-0"xt PR. 1'-6"x7'-0"xt W 2'-6"x7'-0"x1 3/8" X PR. 1'-3"x7'-0"xt 3/8" C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #4 6 WOOD - SAUNA SYSTEM W WALLS 1 GWB - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM I X I EXPOSED STRUCTURE 1. EXTERIOR H.M. DOORS SHALL BE GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W TEMP. DBL. INSULATED CLEAR GLASS VSTAIW NLESS STL. HARDWARE B SAUNA VENDOR 4. FM DENOTES : FLUSH WITH APPLIED MOLDING FOR ENTRY DOORS OF UNITS AND ROOM ENTRY DOORS OF FIRST FLOOR F DOOR SIZE O SEE SCHED.� DOOR MARK-� THERMAL O SEE SCHED. 1A T INSULATED 8 4 Ql•r/ JAMB DETAIL '--HARDWARE SET w _ ` SEE SHT. A502 SEE SPEC'S (W� ROOM II ROOM NAME ` a CEILING HEIGHT101 ACEILING HEIGHT 1ST OR 12TH— ® 11TH FL. I^; FLOOR F1 81 — BASE CEILING Ci Wi —WALLS (~ B BASE 1 VINYL - 4" COVE 2 CER. TILE - GLAZED 3 CER. TILE - UNGLAZED 4 WOOD 5 PAVER TILE - 4"H. FLAT 6 MARBLE - 4"H. FLAT X NONE F FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT 9 MARBLE X I NONE NOTES EXTERIOR DIMENSIONS ARE TO THE FACE OF CONC. & STUDS. 12th FLOOR PENTHOUSE FLOOR PLAN UNIT "A" SCALE: 1 /4" = 1'-0" M m h Q W �0 r l Zw v o u W z� o THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. FEB 8 2WI 11/13/00 SCALE AS NOTED JOB NO. 0005.3 SHEET A305 UNIT "A" ?NTHOUSE Ae SHEETS TEMP. SLIDIN( SHWR. KITCHEN SCALE: 1/4" KITCHEN SCALE: 1 /4" = 1'-0" MIRROR TG.W.B.� MIRROR CALT. MARBLE TUB M. BATH SCALE: 1/4" = 1'-0" M. BATH SCALE: 1/4" BATH SCALE: 1/4" = 1'-0" M. BATH SCALE: 1/4" TEMP. SLIDING GL. SHWR. DR. TT MIRROR -T L C,TLC,W,g. 4" BACK--1. 1r SPLASH BATH SCALE: 1/4" UTILITY SCALE: 1/4" = 1'-0" \ (DBL. EXT. FIN.) O io "A" � I i II I I I 1 T-8' 0 49 64" 8'-8" 9'-0" DOOR MARK SCHEDULE DOOR TYPES REVISIONS MAT'L TYPE GLASS I RATING NOTES 1 HM FL - - 1 ij eB I 2 HM F - - 1& 2 _ 3 WOOD FG 1- 3 GL _ _ ❑ 4 ALUM/GL FG 1/4- TEMP. - zA zA 5 WOOD BF - - F FM FG FL 2P 6 SCW F - C-45 10 7 SCW F - - _ 8 SCW F - 8-90 " O M. BEDROOM 9 HC MASONITE 2P - _ - V R112 20 1O HC MASONITE 2P-UC ❑ __ _ -0^ a 11 HCW FL - - -- 84 W1 12 STL OH - - (2(P-UC BF OH RHEAD 1 1n U3NDERCUT) �ARAGE DOOR) 000PYRIGHT 2000 I DOUGLAS ROOT ARCHITECTS. 3" ,7'-6• DOOR OPENING SCHEDULE DOOR NOTES ALL RIGHTS RESERVED. C7 I DOOR SIZE MxKxT.) I NOTES 1. EXTERIOR H.M. DOORS SHALL BE rn F 9V T 3 3_ R&5 HALL B16 3A 6B19"• C2-I W1 LIVING AC2Wl tD 6" WIDE KNEE WALL I 36' HIGH GRANITE COUNTER TOP 42" HIGH GRANITE COUNTER TOP ^ �\ . LINE OF SOFFIT ABOVE 3A 4 n `. \ F ` 7 A501 DW ) \ ` 2 KITCHEN 7 O `\ \ `\ \REF. OCM GID. \\ <\ \ \ \ M \ \ RANGE \ \ ICRO. ABV. \ \ VQO \ \ Aso1 1 9' fill 2'-4" 7'-3" � I i 4 3 OlO 3'-0" 1j ,A 01 3 I I OAT - i BID EZI- 0l0XSIDE 41 II F3 B4 •a BATH PANTRY 3C 5R •' C2 W1 61 89 F 8,-„" A501 3C F3 B4 3A m ao C1 3' 4" 6'-10" 0 '-U A50 3A n i- R&S - a 9W ---(/ B ; FOYER CLO. 6'811" 88 F3 S4 10'-0" yW z c vn F6 B4 , 3 O C2 W1 f t 6H I a BEDROOM 2 a 7 9 I 5 y- SIGN]F 4] T \7\ I I II TRASH RM. (SEE SHT. A311) � u F DINING B11 n 10-0" �^ F6 B4 I I\ C2 WI J^ PDR. B3 W.I. ONE / ©� (DBL. UNIT "C" TOI C PR. 3"-0"x7'-0"x1 PR. 2'-6"x8'-0"xi PR. 3'-0"x8'-0"xi ;4)1'-6"x7'-0"x1 3'-6"x7'-0"x1 3/• PR. 2'-6"x7'-0"xi PR. 3'-0"x7'-0"xi 2'-6"x7'-0"x1 3/, PR. i'-0"x7'-0"x1 (4)1'-0"x7'-0"x1 2'-0"x7'-0"x1 37, 2'-8"x7'-0"x1 3/1 PR. 2'-0"x7'-0"x1 U 3'-0"x7'-0"x1 3/8" V PR. 2'-6"x7'-0"x1 3/8" W 2'-6"x7'-0"x1 3/8" X PR. 1'-3"x7'-0"xi 3/8" C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTE 4 ACOUSTIC TILE SYSTEM I 5 ACOUSTIC TILE SYSTEM I 6 WOOD - SAUNA SYSTEM 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - W WALLS 1 GWB - PAINTED 2 CMU / CONC. - PAINTE 3 EXT. STUCCO FIN. SYSTE 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W/ TEMP. DBL.INSULATED CLEAR GLASS W STAINLESS STL. HARDWARE B SAUNA VENDOR o 4. FM DENOTES : FLUSH WITH Z APPLIED MOLDING (� FOR ENTRY DOORS OF UNITS AND ROOM ENTRY DOORS OF FIRST FLOOR ((=f�j DOOR SIZE SEE SCHED. 1 DOOR MARK—� I �L INSULATED T INSULAO SEE SCHED. to TED 6 JAMB DETAIL HARDWARE SET SEE SHT. A502 SEE SPEC'S ROOM is ROOM NAME u a A101 CEILING HEIGHT CEILING HEIGHT Q 1ST OR I2TH— — O 11 TH FL. ^ FLOOR F1 B1 — BASEQ ISWTI CEILING Ci Wt —WALLLL S O U w O B BASE W w v 1 VINYL - 4" COVE O Ell+ O Q 2 CER. TILE - GLAZED E W 3 CER. TILE - UNGLAZED U L� 4 WOOD Q 5 PAVER TILE - 4"H. FLAT a 6 MARBLE - 4"H. FLAT F FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE -GLAZED 4 CER, TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT 9 MARBLE X NONE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA Q ADMINISTRATIVE CODE. DRAWN THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN M.R. ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE CHECKED WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. D.R.R. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN DATE 11 /13/OO ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND SCALE AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND A5 NOTED SPEED OF 145 MILES PER HOUR. JOB NO. 00055 12th FLOOR PENTHOUSE FES s 20, SHEET FLOOR PLA�� 1 SNIT "R" ��/� ..�'A306 SCALE: 1/4" = 1'-0" UNIT „fill P T USE SHEETS M. BATH SCALE: 1/4" = 1'-O" GI iv ~ i D. ii W. --JL-- UTILITY SCALE: 1/4" = 1'-O" KITCHEN SCALE: 1/4" = 1'-O" KITCHEN SCALE: 1/4" = 1'-0" �MIRROJ 4' BACK- SPLASH own SPLASH CC.T. BATH SCALE: 1/4" = 1'-0" J_--- M. BATH SCALE: 1/4" = 1'-O" M. BATH SCALE: 1/4" = 1'-O" BATH SCALE: 1/4" = 1'-0" TEMP. SLIDING GL. ENCL. DOOR MARK SCHEDULE DOOR TYPES MAT'L TYPE GLASS RATING NOTES 1 HM FL 2 HM F - - 1& 2 3 WOOD FG INSUL. - 3 Eoopo 4 AUJM/GL FG 1/4" TEMP. -5 WOOD BF - 6 SCW F - C-45 F FM FG FL 2P 7 SCW F - _ 8 SCW f - B-90 - 9 HC MASONITE 2P - - - 10 HC MASONITE 2P-UC - - ❑ 11 HCW FL - - - 12 STL OH - - 2P-UC BF OH V3 14' OVERHEAD UNDERCUT) ARAGE DOOR) DOOR OPENING SCHEDULE DOOR NOTES DOOR SIZE (W.xH.xT.) NOTES 1. EXTERIOR H.M. DOORS SHALL BE A 3'-0"x6'-B"xt 3/4" GALV. STEEL B 3'-0"x7'-0"x1 3/4" 2. EXTERIOR H.M. DOORS TO A/C C PR. 3'-0"x7'-0"xt 3/4" SPACES SHALL BE INSULATED D PR. 2'-6"x8'-0"xt 3/4" 3. WOOD SAUNA DOOR W/ TEMP. DBL. INSULATED CLEAR GLASS E PR. 3'-0"x8'-0"xt 3/4" W/ STAINLESS STL. HARDWARE F (4)1'-6"x7'-0"x1 3/8" BY SAUNA VENDOR G 3'-6"x7'-0"x1 3/4" 4. FM DENOTES : FLUSH WITH H PR. 2'-6"x7'-0"xt 3/4" APPLIED MOLDING FOR ENTRY DOORS OF UNITS AND J PR. 3'-0"x7'-0"x1 3/4" ROOM ENTRY DOORS OF FIRST FLOOR K 2'-6"x7'-0"x1 3/4" L PR. 1'-0"x7'-0"x1 3/8" DOOR SIZE M (4)1'-0"x7'-0"x1 3/8" SEE scHEo.� N 2'-0"x7'-0"xt 3/8" " DOOR MARK—� THERMAL P 2'-8"x7'-0"x1 3/8 SEE SCHED. Z to T INSULATED Q PR. 2'-0"x7'-0"xt 3/8" JAMs R PR. 1'-6"x7'-0"x1 3/8" SEE BSHT.T AI502 \—SEE DSPEC'SWARE SET V PR. 2'-6"x7'-0"xt 3/8" W 2'-6"x7'-0"x1 3/8" X I PR. 1'-3"x7'-0"x1 3/8" C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5-ACOUSTIC TILE SYSTEM #, 6 WOOD - SAUNA SYSTEM 7 CONIC. TEXTURED FINISH W WALLS 1 GWS - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM I X I EXPOSED STRUCTURE I ROOM III —BROOM NAME CEILING HEIGHT A101 CEILING HEIGHT 1ST OR 12TH— — 0 11TH FL FLOOR F1 B1 — BASE CEILING C7 W1 — WALLS B BASE 1 VINYL - 4" COVE 2 CER. TILE - GLAZED 3 CER. TILE - UNGLAZED 4 WOOD 5 PAVER TILE - 4"H. FLAT 6 MARBLE - 4"H. FLAT F FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TILE - UNGLAZED 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONIC. - PAINT 9 MARBLE THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.DO7, FLORIDA ADMINISTRATIVE CODE. THE MAIN RAND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR REVISIONS O COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF CHECKED 145 MILES PER HOUR. D.R.R. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR DATE USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN 11 /13/OO ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND SCALE AND THE WITH MINIMUM BASIC WAND SPEED OF�N145 MILESSPERSOCIATED HWR AS NOTED JOB NO. FEg 8 2MI 0001" SHEET 12th FLOOR PENTHOUSE A307 FLOOR PLAN UNIT "C" UNIT11C" SCALE: 1/4" = 1'-0" ENTHOUSE r` +�°'JV-60 SHEETS 0 n KITCHEN SCALE: 1 /4" = 1'-0" MIRROR SPLASH G.W.B.-' C.T. BATH M. BATH SCALE: 1 /4" = 1'-0" _ UTILITY SCALE: 1 /4" = 1'-0" M. BATH SCALE: 1 /4" = 1'-0" TEMP. GL. SHWR. DR. GL. .& I. DR. Erin UNIT "C" \ O 1'-0. 5'-5" 0 15'-1" I 1 10. 12._0. 0 BRKFS ' Y 2A 06 FQ 10'-0" / F6 84 / C2 W1 O , , F /� r ,' r,/ /,0�'�• �\. A501 6" WIDE KNEE WALL LIVING r 36" HIGH j i I I GRANITE TOP PC2NW1 42" HIGH GRANITE TOP l _ 32 1 i , 01RANGE // i D.W. _ MICRO. L , KITCHEN 6 D7 I F3 B4 G.D. O 7 C WI � I _ DROP SOFFIT - REF. 1 PMYSTYRENI NSUL - - - - - - - W/ PLASTER FINISH ® F \ , PANTRY 13-„ 6 A501 D6 5ME v S SH. 17 I F81-11"394 ``J 15� (4)SIDES /� I c1 vn \L — — _ V 5'-10" 3'-10" i VL10" 1 — — — — 3C U TIL. DRYER WASHE D4 --"- 3 Q �I ( DINING 3-184 3C 3C I I I R7CNW 3 1 POWDER 0 Da \�----- �/ °1 "" 4 ENTRY 3 3C 3C 3C COAT CLOSET 3 Nwi D3 3C R'11 FB'-11" F3 B4 3A C2 W1 JT 3C lip I 3C 14'-9" ELEVATOR #2 (SEE SHT. A ) ly 6 1 F u Y 0 /7 - - T A501 / _ \ m 7 m h 7 �/ / FOYER \ \ E, 3 9' Y01 Y I C W, q.I _ _ Ih I ,. 3 0.--- \� - 4-0/ / UP W.Lc. 1 6H �. 5 MTL. SPIRAL ` .V 8-11" STAIR SYSTEM j I_C2 W1 STORAGE C114 8'-1 i" F 64 C CLO. R&S `I L� STAIR #2 v� ww BEDROOM ■ �= m© 7 ■ 1= mm -1= ml® m 12"xi2" GL. BILKS. 0 _ 1 A205 O M.BEDROOM 11 -0" VC2 7A B4 3'-0" 9U W1 3A 3C o DESK_ O 3C� 11 5._9. DROP SOFFIT _ _ F _ 12'-6. _ � TOILET F A501 M. BATH:, LJ 3 D19 0 i c' B F3 84 C2 W1 9CW1 ' C.M. END PANEL 9P MC 1 3A ACCESS p PANEL 3G BEDROOM 2 O RF6C2 21 9B4 W1 0 Ci O 12"xi2" GL. BLKS. CLO. DOOR MARK SCHEDULE MAT'L TYPE GLASS RATING I HIM FL - - HM F - - WOOD FG INSUL. - ALUM/GL FG 1/4" TEMP. - WOOD BF - - SCW F C-45 SCW F - - SCW F - B-90 IC MASONITE 2P - - IC MASONITE 2P-UC - - HCW FL - - STL OH - - DOOR OPENING SCHEDULE C PR. 3'-0"x7.-O-xt 3/4" D PR. 2'-6"x8'-0"xt 3/4" E PR. 3'-0"x8'-0"x1 3/4" F (4)1'-6"x7'-0"x1 3/8" G 3'-6"x7'-0"x1 3/4" H PR. 2'-6"x7'-0"x1 3/4" J PR. 3'-0"x7'-0"x1 3/4" K 2'-6"x7'-0"xi 3/4" L PR. 1'-0"x7'-0"xt 3/8" M (4)1'-0"x7'-0"x1 3/8" N 2'-0"x7'-0"xt 3/8" P 2'-8"x7'-0"xl 3/8" Q PR. 2'-0"x7'-0"xt 3/8" R PR. 1'-6"x7'-0"x1 3/8" S 9'-0"x7'-O" T 16'-0"x7'-O" U 3'-0"x7'-0"x1 3/8" V PR. 2'-6"x7'-0"xi 3/8" W 2'-6"x7'-0"x1 3/8" X PR. 1'-3"x7'-0"xt 3/8" 1112111 C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #2 6 WOOD - SAUNA SYSTEM 7 CONC. TEXTURED FINISH X 1 EXPOSED STRUCTURE - PAINTED W I WALLS F5 1 GWB - PAINTED 2 CMU / CONC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES WOOD SAUNA SYSTEM REVISIONS DOOR TYPES ES 2 GL F FM FG FL 2P ❑ — TOMebeatofthe Arcbitate laowlalge, tlro Phee eeE epeci8atlom compN wltL tl"ePPIIcEie 2P-UC BF OH mwm�°°m°s�°'°mm°°PPua"neroway (3/4" (OVERHEAD UNDERCUT) GARAGE DOOR) C COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DOOR NOTES 1. EXTERIOR H.M. DOORS SHALL BE GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W TEMP. DBL. INSULATED CLEAR GLASS W/ STAINLESS STL. HARDWARE O BY SAUNA VENDOR 4. FM DENOTES • FLUSH WITH OM APPLIED MOLDING cn FOR ENTRY DOORS OF UNITS AND . ROOM ENTRY DOORS OF FIRST FLOOR w DOOR SIZE SEE SMAF -O v DOOR MARK ,—THERMAL 1 SEE SCHED. 1A T INSULATED V 8 JAMB DETAIL -� HARDWARE SET W SEE SHT. A502 SEE SPEC'S ,w �4 Q.r Roots v -,BROOM NAME d CEILING HEIGHT WFTB1 0EILING HEIGHT fffTTTll1 ('� 1ST OR 12TH—= 0 11TH FL. Q aqy FLOOR — BASE CEILING — WALLS 0 U ow B BASE w F� v 1 VINYL - 4" COVE O W4 2 CER. TiLE - GLAZED A U 3 CER. TILE - UNGLAZED 4 WOOD U 5 PAVER TILE - 4"H. FLAT U a" 6 MARBLE - 4"H. FLAT W Z F FLOOR 1 PAVER TILE 2 CONCRETE / SEALER 3 CER. TILE - GLAZED 4 CER. TiLE - UNGLAZED 5 CARPET #1 6 CARPET #2 FR7 WOOD SAUNA SYSTEM C(TNC. - PAINT 12th FLOOR PENTHOUSE FLOOR PLAN UNIT "D" SCALE: 1 /4" = 1'-0" A/ d W �0 r l z w G W a O THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6. TO WITHSTAND AND THE WIND LOADS ASSOCIATED NTH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. DRAWN M.R. CHECKED D.R.R. DATE FEB 8 2n 11/13/00 SCALE AS NOTED JOB NO. 00053 SHEET 308 UNIT I'D" ENTHOUSE Il REVISIONS DOOR MARK SCHEDULE DOOR TYPES MAIL TYPE GLASS RATING NOTES 1 HM FL - - 1 2 HM F - - 18c 2 3 WOOD FG INSUL. - 3 Ego -- 4 ALUM/GL FIG/4" TEMP. - _ . 5 WOOD BF - - 6 SCW F - C-45 F FM FIG FL 2P 7 SCW F - - 8 SCW F - B-90 = 9 HC MASONITE 2P - 10 HC MASONITE 2P-UC - - ❑ 11 1 HCW FL - - 12 STL OH - - (2P-UC BF OH U3NDERHEAD RCUT) TA AGE DOOR) DOOR OPENING SCHEDULE DOOR NOTES DOOR SIZE W.xH.xT. NOTES 1. EXTERIOR H.M. DOORS SHALL BE A 3'-O"x6'-8"x1 3/4" GALV. STEEL B 3'-0"x7'-O"x1 3/4" 2. EXTERIOR H.M. DOORS TO A/C C PR. 3'-0"x7'-0"x1 3/4" SPACES SHALL BE INSULATED D PR. 2'-6"x8'-0"x1 3/4" 3 WOOD INSULATEDOOR CC EAR G DBL..GLASS 01 E PR. 3'-0"x8'-O"xi 3/4" W/ STAINLESS STL. HARDWARE F (4)1'-6"x7'-0"xl 3/8" B SAUNA VENDOR G 3'-6"x7'-0"x1 3/4" 4. FM DENOTES : FLUSH WITH H PR. 2'-6"x7'-0"xi 3/4" APPLIED MOLDING FOR ENTRY DOORS OF UNITS AND J PR. 3'-0"x7'-0"x1 3/4" ROOM ENTRY DOORS OF FIRST FLOOR K 2'-6"x7'-0"x1 3/4" L PR. 1'-0"x7'-0"x1 3/8" DOOR SIZE M (4)1'-0"X7'-0"x1 3/8" SEE SCHED.� — N 2'-0"x7'-0"xt 3/8" " DOOR MARKS �—THERMAL P 2'-8" X7'-O"xt 3/6 SEE SCHED. 1A T INSULATED Q PR. 2'-0"x7'-0"x1 3 8" s a / JAMB DETAIL `-HARDWARE SET R PR. 1'-6"X7'-O"Xt 3/8" SEE SHT. A502 SEE SPEC'S S 9'-O"x7'-O" T 16'-O"x7'-O" ROOM NAME U 3'-O"x7'-0"xt 3/8" ROOM —\ — r n r n n CEILING HEIGHT NF7Bl CEILING HEIGHT V PR. 2 -6 X7 -D xi 3/6 1ST OR 12TH—— 0 11 TH FL. W 2'-6"X7'-D"%1 3/8" FLOOR — BASE CEILING — WALLS I X PR. 1'-3"x7'-O"x1 3/8" I ICI C CEILING B BASE lal 1 GWB - PAINTED 1 VINYL - 4" COVE 2 GWB - TEXTURED FINISH 2 CER. TILE - GLAZED 3 EXT. STUCCO FIN. SYSTEM 3 CER. TILE - UNGLAZED 4 ACOUSTIC TILE SYSTEM #1 4 WOOD 5 ACOUSTIC TILE SYSTEM #2 5 PAVER TILE - 4"H. FLAT IF 6 WOOD - SAUNA SYSTEM 6 MARBLE - 4"H. FLAT 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - PAINTED X NONE W WALLS F FLOOR 1 GWB - PAINTED 1 PAVER TILE 2 CMU / CONC. - PAINTED 2 CONCRETE / SEALER 3 EXT. STUCCO FIN. SYSTEM 3 CER. TILE - GLAZED 4 CER. TILE - GLAZES 4 CER. TILE - UNGLAZED _ 5 WOOD SAUNA SYSTEM 5 CARPET #1 6 CARPET #2 7 WOOD SAUNA SYSTEM 8 CONC. - PAINT - - - - - - - ti s. 9 MARBLE \°' X EXPOSED STRUCTURE I X NONE F.H.V. CAB. I I I I I I I I I I I I I I i i I I I I 1 1 l in F.E. do CAB. STAIR 1 VARIES F8 BX CX W2 UP IN 01 ( PLANTING(AREA I I 1'-5" I- I / \ I m \ / LINE OF \ / SLAB ABOVE \ 37' 10• 4'-3" 5'-1" 3'-6• 2'-4, 7, S.L 2'_4• 3-8" 1 5-1• 4-3" a I FOU TAIRS I I BY 0 I I I I I � I I � I I l i \ (TYP.) / \ C / I / II i ELEV. #17 \---------------- ELEV. #2 JII NmI ,A SUMP — ------------ ., SUMP ------------- ----- ,-0•-4. _4,-2, 2_3._4. _$ INTERCOM STATION — O I I I I I I I I I I I I I I I PARTIAL FIRST FLOOR PLAN SCALE: 1/ /4 " = 1'-0" STAIR 2 VARIES F8 BX CX W2 UP 0 F: 0 COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS, ALL RIGHTS RESERVED. DRAWN M.R. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE MATH THE CHECKED STANDARDS ESTABLISHED IN SECTION 82B-33.007, FLORIDA D.R.R. ADMINISTRATIVE CODE DATE THE MAIN WAND —FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN 11 /13/00 ACCORDANCE WATH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES SECTION 8, TO WITHSTAND THE SCALE WIND LOADS ASSOCIATED WATH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. AS NOTED THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR JOB NO. USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN 00053 ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 5, TO WITHSTAND SHEET AND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. B am, A3 09 PARTIAL FIRST FLOOR PLAN Aof SHEETS REVISIONS PAINTED DRYWALL 131 PAINTED DRYWALL C I 0 M a NTED DRYWALL 1 C.T. 11 1Li / \ PLANT. LAM.-" TOILET PARTITION & DOOR \ ho 2 MEN'S ROOM INTERIOR ELEVATIONS SCALE: 1/4" = 1'-0' EDLL 0 T t1 \�PLAST. LAM. TOILET PARTI & DOOR nON WOMEN 'S ROOM INTERIOR ELEVATIONS SCALE: 1 /4" = 1'-0' t I BAR INTERIOR ELEVATIONS SCALE: 1 /4" = 1'-0' 3 CONTROL AREA lod 10 io PAINTED DRYWALL o 4 12"x36" `TILE BASE MICA LOCKERS r 0 0 PAINTED DRYW L fV 1/ A �72"x36" MICA LOCKERS MAIL ROOM SCALE: 1 /4" = 1'-0' PARTIAL FIRST FLOOR PLAN SCALE: 1 /4" = 1'-0" I PAINTED DRYWAUL- 2 II� PAINTED DRYWALL - 0 2 I TOILET ACCESSORY SCHEDULE (MFR. LISTED OR APPROVED EQUAL) # ITEM MFR. MODEL 1 toilet tissue dispenser bobrick B288 2 toilet tissue dispenser bobrick B2740 3 sanitary napkin disposal bobrick B270 4 dual sanitary napkin disposal bobrick B4354 5 paper towel dispenser/waste receptacle bobrick 843944 6 paper towel dispenser/waste receptacle bobrick 84369 7 paper towel dispenser/waste receptacle (S.M.) bobrick B43699 8 countertop mounted soap dispenser bobrick B822 9 soap dispenser (wall mounted) bobrick B4112 10 grab bar bobrick B68137 11 shower grab bar bobrick B6861 12 shower seat bobrick B5171/5181 131 robe hook bobrick B6717 14 sanitary napkin/tampon vendor bobrick B43500 15 mop rack & shelf bobrick B224x36" 16 shower rod with 204-1 hooks & 204-2 curtains bobrick B6047 17 stainless steel angle framed mirror bobrick B290 1830 18 paper towel dispenser bobrick B4262 19 waste receptacle I bobrick I B277 20 powdered soap dispenser I bobrick I B132 THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABUSHED IN SECTION 628-33.007, FLORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE MATH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE WAND LOADS ASSOCIATED WITH A MINIMUM BASIC WAND SPEED OF 145 MILES PER HOUR. FEb 6 O COPYRIGHT 2000 DOVGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. DRAWN M.R. CHECKED D.R.R. DATE 11 /13/00 SCALE AS NOTED JOB NO. 00055 SHEET ' A310 PARTIAL FIRST FLOOR INTERIOR ELEVATIONS ot*OFI SHEETS \r 12 -� u A4o \ _ -V I II I II I C TRASH - II �. T2..,. 69 96 VEST. STAIR SPIRAL STAIR TOWER PA23 E.W.H. ,I "I 1r SIGN FOR TRASHOPENCHUTE LOBBY DN. ROOF EQUIP. CURB SEE TIP. DET./' 4'-5" Tt89 F5C3 3 ADD EXT. STUCCO FIN. EXPOSED FAC V-4, S-4" S-6' 4'-8- F.E. & CAB. 9 12 A408 UP 9 9A ' ELEVATOR #1 PARTIAL 1 SCALE: 1 /4" = 1'— ATRIUM OPEN TO FIRST FLOOR -8" N EE *SECOND FLOOR ONLY CURTAIN WALL SYSTEM a THIRD THRU 12th FLOORS ICAL FLOOR PLAN u n 11 / - - - - - - - - - - - - - - - - - - - --- A406 5'-4" 3'-6"L V-4" r� J F.E. & CAB. 12 I 9 n A408 ro i 9A o ELEVATOR #2 —V SIGN 11911, Is ��IIOI■� S-8" 3'-9' ON. ' SPIRAL STAIR TOWER N oIT r 120 1 I I / \ I — — — J STAIR #2-9" 15'-4 1 2" 8 3'-4" 3'-8" - 8" 3'-4" 4`6` — 123'-5' T.O. SLAB wcW T.O. SLAB I I DN. 118"02" SLABOPEN G. (FOR E. ELEV. MACH. RM. 1 I (FOR E.F., SEE 32"x32" LOUVER I HOLES SCUPPER ELEV. MACH. RM. �1"x32" LOUVER MECH. DWG'S.) (SEE MECH. RcX 1 ( ( HOLE IN I 9R 6" E MECH.) BX ( 2) I F2 BX I WX CX WX I o _ ' 24"x24-GRIL ____1----- __---L__�_ 2{z24'CRILL , _ - - (SEE MECH. \ I /\10 /�— (SEE MECH.)----- ----- \\//_3k 6 o \\ S ( 8. 10'_3" STAIR #1 \ \X // i ( i \\x VARIES to c w // \\ I M I I $ 7•-B 1._2, / 8�_4, \ lQl I� / 9'-4, \ 1._2, 7._8. T — — — -i I / \ / \ I I I I I i J --------------------- PARTIAL ROOF PLAN SCALE: 1 /4" = DOOR MARK SCHEDULE DOOR TYPES MAT'L TYPE GLASS RATING NOTES 1 HM FL - - 1 2 HM F - - 1& 23 WOOD FG INSUL. - 3E9000 4 ALUM/GL FG I/4" TEMP. - 5 WOOD BF - - 6 SCW F - C-45 F FM FG FL 2P 7 SCW F - - 8 SCW F - 8-90 _ 9 HC MASONITE 2P - 1O HC MASONITE 2P-UC - - ❑ 11 IHCW FL - - —n nm - - 2P-UC BF OH DOOR OPENING SCHEDULE DOOR SIZE (W.xH.xT.) NOTES 3'-0"x6'-8"x1 3/4" 3'-0"x7'-0"x1 3/4" PR. 3'-0"x 7'-0"x1 3/4" PR. 2'-6"x8'-0"x1 3/4" PR. 3•-0"x8'-0"xt 3/4" (4)1'-6"x7' - 0"x1 3/8" 3'-6"x7'-0"x1 3/4" PR. 2'-6"x7'- 0"x1 3/4" PR. 3'-O%7'-0"x1 3/4" Q PR. 2'-0"x7'-0"x1 3/8= R PR. 1'-6"x7'-O"x1 3/8" S 9'-0"x7'-O" T 16'-0"x7'-O" U 3•-0"x7'-O"x1 3/8" V PR. 2'-6"x7'-0"x1 3/8" W 2'-6"x7'-0"x1 3/8" X PR. 1'-3"x7'-0"xt 3/8" C CEILING 1 GWB - PAINTED 2 GWB - TEXTURED FINISH 3 EXT. STUCCO FIN. SYSTEM 4 ACOUSTIC TILE SYSTEM #1 5 ACOUSTIC TILE SYSTEM #2 6 WOOD - SAUNA SYSTEM 7 CONC. TEXTURED FINISH X EXPOSED STRUCTURE - P W WALLS 1 GWB - PAINTED 2 CMU / CONIC. - PAINTED 3 EXT. STUCCO FIN. SYSTEM 4 CER. TILE - GLAZES 5 WOOD SAUNA SYSTEM REVISIONS (3/4" (OERHEAD UNDERCUT) GAVRAGE DOOR) DOOR NOTES : 1. EXTERIOR H.M. DOORS SHALL BE GALV. STEEL 2. EXTERIOR H.M. DOORS TO A/C SPACES SHALL BE INSULATED 3. WOOD SAUNA DOOR W TEMP. DBL. INSULATED CLEAR GLASS W STAINLESS STL. HARDWARE B SAUNA VENDOR 4. FM DENOTES FLUSH WITH APPLIED MOLDING FOR ENTRY DOORS OF UNITS AND ROOM ENTRY DOORS OF FIRST FLOOR DOOR SIZE SEE SCHED.� DOOR MARKS THERMAL SEE SCHED. 1A T INSULATED JAMB DETAIL -,"4 '�HARDWARE SET SEE SHT. A502 SEE SPEC'S ROOM g ROOM NAME CEILING HEIGHT\ A101 I CEILING HEIGHT 1ST OR 12TH— a 11TH FL. FLOOR F1 81 — BASE CEILING C1 W1 —WALLS BASE VINYL - 4" COVE CER. TILE - GLAZED CER. TILE - UNGLAZED WOOD PAVER TILE - 4"H. FLAT MARBLE - 4"H. FLAT NONE FLOOR PAVER TILE CONCRETE / SEALER CER. TILE - GLAZED CER. TILE - UNGLAZED CARPET #1 CARPET #2 WOOD SAUNA SYSTEM CONC. - PAINT MARBLE NONE 000PYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. V L.jwj Q O _I w O r , v Qi A V (FFF"'�YiYY777 WO O w d z W Q' 0 p; 4 z ') ' B 1 2 3 4 5 6 X F 1 2 3 4 5 6 7 8 9 X O W U a z W O zz THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. DRAWN THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN M.R. ACCORDANCE WITH ANSI/ASCE 7-95, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE CHECKED WIND LOADS ASSOCIATED WITH A MINIMUM BASIC NAND SPEED OF ' D.R.R. 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR DATE USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN 11 /31 /00 ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND SCALE AND THE P1LOADS ASSOCIATEDWITH A MINIMUM BASIC WIND AS NOTED SPEED OF45 MI ESPER HOUR. JOB NO. 00053 SHEET FED A311 /r PARTIAL TYP. FL. PLAN PARTIAL ROOF PLAN A SHEETS - txz1 F'(?Yt4 ) Jot W7 YK/ M (TYP ) I / _ A •. =.. ' �1"Il I � v + _._- 1% 7Ggj" �'✓PR>�ANI �� � l/ry I YG(A. .JCiI 1�F1•' - iC Fi1UG1 • T7V!1 '>. I Cv-GR ve.) `n�r.a- '�.r�5 C� �N'w-i � 8Y I I � Ile�d,G, -Vt=i�7•, I 1=1N.�d�TM o✓ F=INVSIi 1°�1-M�f�I�r�FSrn�A.V+ �.�s}ITT - I (-Zlx�If_Jes 15Y5?E1b1— VVV���- W I � _ ♦ �'. N J OE 3 r �tTL. Q Wig V U° .•GJn an�, -V otz Pwuh _ CTyp) rz r� 1 I Q 61 cryp Ill r — ALWM. I I� I _ ' .C'.7 eo Lp JI �- E"J�TI �Sf1JCC F1N , - �ETLIIJtz 1itJGCG7 . — FiNlgli h'fSTC-M IN. IFS j G (NR) 1 z 11ST ar'ut;.srLi.Tizb.CK , j - � r II I I (TYP,) VµY�TYtxF1JG '(I I JMVEAL I, Z7l'II L, 7,77 7 Y 12,C CTYP, # TRbL'iGIN Z I05FR41L.a N•r I e. rc JOINT •! .•,•.o ,., - .v. w •� P1.. �a`fsT DETAIL - Tyr. () e. gom 5EX7EIm4zprz W/+.L.1_ V�4? 44;1�I G Ti L E -----AYE~ �RJCSC.O F9 N 1"!W -- iZ-t � F•1��� t�.Tr I -- — �'r' �'t.,4�•{iw • 1'L � .Y.�a rr� I INhULA.TION (TYP) IN �LfL�. x? o� AFff CTY? )}K� FI12E fZAT &S7 G G•w. PS ctY1') - — -CXT ✓NL7 1/EM'I N� E56e5rs —EkTE121ot2 �STUCCCI !o" 44I.LV, hTEEI. I Pey`.+-m\, _ �Iw, mNTIN. �-rI N ISH �SYSTC-vV� 'iiTI�I.1GilJ 1Z41 �rtNT�"S _ (� I I_ BAI Zlt r gL mu N - - - _ G / tasjz� Yn'TuMI w4m wi Rxir�lora-5rue^cca a ear Rr=1N�- curl 1=1NI _6 by N�CrYP} CIM.U• Pafzaa T I poi I�"ycG"-e'LA'eE IV FlIr J w Gx'IV W r216-1D I gUl.4`T7GN b. Go 'I MY-sTYI ANC VAM= 541QIZIS2 4I4+14C• F*qgrrl NGm -tee I j it LL i z -6r-AJ rr , 1'-e I� p THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE REVISIONS STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. ' THE MAIN 'WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES SECTION S. TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN r' ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND AND THE 'WIND LOADS ASSOCIATED VATH A MINIMUM BASIC VAND SPEED OF 145 MILES PER HOUR. - TYL . ER-Ta _ _ - , _.0 J 0 COPYRIGHT 2000 J DOUGLAS ROOT ARCHITECTS. U. 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"•.—,' DATE 11 /13/00 SCALE AS NOTED JOB NO. 00053 SHEET 8 A404 WALL SECTIONS OF &-""' SHEETS f a I E m I N _ luk fE IT •0" .�..`>o•'Sf}jNLlfT.Gi�'[i�',•.3j•}Eit,'j}{P}.ICs • i I G1C. K7L" ALUM, y514e LIG4•tT r =I,.AAS - I c+1.i 1�b I N ; (1') �r ) - - --- -.' - -= Fr L GUFZO UhULATl— Cl cP {joUAs17lGVAJl._ 1 GT.I�J ' sT 2LJ AT - r i' IL• U y C COPYRIGHT 2000 ,a. _' � r � ./�ttl ✓fiaL_ iI a �LRGSTEE2 ALIHRSRVEED.TMWSIFtxr� Ict� BY sKWG 1.47 ALUM, P . , ALUM. CLIP�S&. 4 ----iT-I �Y ry C8Y -sxruh1rSN Z 41 {x� iExT, 4rue.4c;) FM, -oy4rewA .� WWW JJ11llll1 zoo zo, _. 3 •6.T t? i rff�� clvyUGHT D , C`rY l f�l 40 AL�UM�.I r•aGtlrsiz 74,aY •grVw°r..� l�IMI111 1Z (TVP) 00 I _ 1 I i f � �ol�i�n srr Al our I e. I •^51••►F*I�I' I NG. �i`4�'irE•zM I /I tZ L460 4TV.=ItrF+T GONG, - -'k4 -AluNl • . ; Cam'' ",f. N _ -- _ Jvc {M lw c b TY 1 a I _. - •r' .?�".'"D•.pT .a `^�" o ^0�^O' -i all .. . �. 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THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGN LOADS F BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO INTHSTAND AND THE VWND LOADS ASSOCIATED WITH A MINIMUM BASIC WI q SPEED OF 145 MILES PER HOUR. E k t� DRAWN V WWG CHECKED D.R.R. DATE 11 /13/00 SCALE AS NOTED JOB NO. 00053 SHEET Ee. A405 WALL SECTIONS s �" SHEF,TS f=&." (f) rz F'+¢5_ �+-rb W_ L *`?16'I"eA& coljvurr mr,, Lv= Ir. AhG1Gatz oov A� r�oHucrNsae�o �s`t BY I=1t�-srO�lu� .rrT' JVI�G2, CTYP.1 6 H rz - I NSUL , aa� SPANISH 'S' CONCRETE ROOF TILES NAILED THROUGH ROOFING MASTIC ON 901b MINERAL SURFACED ROOFING HOT MOPPED TO ONE LAYER 301b FELT TIN TAGGED TO 5/8"" TH. CD—X PLYWOOD SHEATHING ON ENGINEERED wolob iT 24" O.C. Iz -I Ef THESE NDARDSNS AND ESTABLISH DF INATIONS ARE IN SEON 62B-33.007COMPLIANCE H THE FLORIDA ADMINISTRATIVE CODE. 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ALL RIGHTS RESERVED. rwAj .% 4 4d.A,&ANAkarA L O ENVW My�ZI t L47rjIII w " a of CowC . t* I•:O=Z, - - IN�a>~-6✓LN1" �iYP.) w� n7 dr_wj O 1W-rSMMMr,>I" IATF-- aQ t.�TO f t2TITIGN 1�l.UN� TNta .C7 044 nauLL lr� r 0�P) "' �'` -- fi 1Ypm %- lyd �jwa N'rrN, W — . s, L /� + IT W/ GIGE2 �3 L+4NT (TY P) l O F ' 1/4" T MP TI � W e0LA.s's" CTYt�ia� T !P, ( /j0" ✓WIA1 U ALI,JM, V&QxZ I/•4" rVAP,, -n 1,ME ;` -- { -- r ALUM. FrAPI-rr ' 1N UIraU OF= 4 FfZ/►MItJls -5N•6T"SA1\ Ii,l tYiZ �. ♦ s� c L. — * so �SCAI. IMF !v" i'—v'It 1E�.Su 111 �so to 0 'A`� �, 12—17 P>a.`i"T INhUL.. MCI ' 11 `\ el C oN rz- � �/ � %st- �iN.hY �l �Q,r:L Z �urir.l� Gr' 1 to ®. / 9 FIrzE r2a7TEL�— �L( —CGNG• CGLUA/,IJ�N I• �,w.l*>, e o z YP.-.644R401 1 Nfs 8 I�'12a rzs re � 11�5UL4TI • I Z'/a"� i' VEtZr. MULLbN � i gEYc�+v � O _ . Exr. STiJCCo�iEF=iZ 2° u .�`(.. G Gn4L_v, S'rl... ST 12UGT. ( k" IN\PXrCHIZENi h1'UF- IY. Q. 41M ^5Fz?ACG. — mm ' I - o c? kGdt-,Ur�tC.. !tr:llL�.-zL.— a F1-EASwL-5dHtIsW4v cl�zNEiz SEbs. 7F r�AzG ML �rT Ilr W� TP) 3Fice° , aFQ- rr W i co 6 ��T,(r/G E- I I ZJZ x7 VEFZT•. MULLION Q. , �s.wj coo Ii ALUM, h7�I✓ RAT I - I4"TEMr! -n KmaC " " I F12A.M 1 NCs �r f�M " I `� 1 II ALUM. L'�rz IN LIEU If 4-'��Z" �j �I�' THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE �/y aL� © e'rL1u5sS , r.i" gL SANDESTABLISHED IN SECTION 628-33.007, FLORIDAfLORIDA ADMINISTRATIVE CODE 13A �' �AMBAIA .: wA"� THE MAIN WIND FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN� Z ' ACCORDANCE WITH ANSI/ASCE 7-96. MINIMUM DESIGN LOADS FOR O BUILDINGS AND OTHER STRUCTURES, SECTION I TO WITHSTAND THE EAD WIND LOADS R HOUR. PATH A MINIMUM BASIC WIND SPEED OF IANL.E. 3"=11—G'11 ,%�['. SGiS+I_ wee^II—Qu r-0 'KJG�L.� i 3"+' 1'—.O" 145 MILES PER HWR. ..:.. fjC/S.L-E= I 311�11 Q!I `✓ THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND iHE1R U USE INCORPORATED INTO THE DESIGN AND SPECIFICATIONS IN ACCORD7 /��I /`p �I/4" BUILDINGSND OTHER NTH �STRUCTURES, SECTION 6DTO W1THS ANDESIGN LOADS S ,/ 7 " ' G/ Y AND THE i145 LOADS PER HOUR. WITH A MINIMUM BASIC VANO V �'f / % 4 -- SPEED OF 945 MILES PER HOUR. -Z" z .�'�; i--r�htZTITIaL! TYTaE� � I-� � 1CAt~e�f2 8,�12rz-'1-7. . i /z r �rH -s z6)STUAxTra - - - 7� re I'. � AL 0'>, VP GUT -r� -si ZE? EYy/T ",*-I i AA+�D / 0Vc 17" S S Fr .r' `tip NA I LMra �1 Al ow -5e5 -A W-r C7Y9) W4*m:;> JA.m B+ 4 .P•T, Wr. 'C 121 M G.TsE >:YCXZ I l -��e U k18. ho&,L� ; Dail-40is gpy,�F i IMFj ,4r-AL.A r rT CTYP ) zu., w memA,L SW101i= CZi.TCt. t�KT..,,"VegndfniFINI•SN 39.*ti'.M9r AI.L_ -ss5rLJ3: 5 ce =4.11 e9►-a. C1451 Nam+!".i% DRAWN WWG CHECKED *mkLA.►JT(h THSIT*5) yy� D.R.R. ALLJM.5To2M FCZO"7 FEB $ 20DI DATE 1=1Z.41cTa I 1 / 13100 SCALE AS NOTED JOB NO. 00053 SHEET ;-, A502 DOOR & WINDOW � DETAILS misii M 40 BA. Flip. I i� x IZ r- D I Q CDHA t.�tit'J III G.H 1'1I I "!.0 �j1-,.eF.0 �1_�,H 160 I-4r 1;62, E6t. Edt. L 2-1D rxR. EtQ. F62,OL I j ii sox to I I 14 12 14 7 12 a 13 �Z 2 13 12 14 ;7- ICJ McR3 N 1 K I j I r w Gs IZ �L, Co LY TYP. ------------ --- -;--_ - I --- - - -- � -I- -- -------7 - t--- -- +-- �._----� _ram-----._�__..- - - - r E'!A [AI -I " Iht_� - — — b ,I I GlXlir.S.LU .TUPJEfIF�.n�rzsz F-- 1 FE- T------- -- } 1 � 1------,------14 I 1) I I ij I T ,o -s'dAL- * i eo' U AAVF mr-7� �1Z.+41 LLE to h`f MBI.� IoPXCo" ALUhA,-rJBE 14e,&.y.�T-Z I 12tµ FL, wNLY) t._-..��.------ -- ---- -4 r—.__._.--------III -- --I a.N D < r� c r -40{„W 4 k¢ Gzy At - �'t " C' NOM: ALL I Krm Io= P--C- I/4-" THPs tzECa CL�WZ L� . � Liw e-5-5. T7 �7TNL tzWl �rE. Z, ALL G'CL rS4AF LL BEF 114-" TeAA F=F-meta mt rreG Lit eL�S o'iLEyS f.1E91'm c-.l 4arzWISm. ?5, ALL. F=z rr-i4A.LL Sr=F w4rrT- �.Zi� �I1J1=sir. THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE VATH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, Ft ORIDA ADMINISTRATIVE CODE. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE VATH ANSI/ASCE 7-96, MINIMUM DESIGN LOADS FOR } Ps'/S - ADb. APF�2GvT?D BUILDINGS AND OTHER STRUCTURES, SECTION 8, TO h1THSTANO THE WIND LOADS ASSOCIATED PATH A MINIMUM BASIC WING SPEED OF '1 145 MILES PER HOUR. THE COMPONENTS AND CLADDING HAVE BEEN SELECTtD AND THEIR USE INCORPORATED INTO THE DESIGN AND SPECIFICAhONS IN ACCORDANCE WITH ANSI/ASCE 7-95. MINIMUM DESIGII LOADS FOR ,,.... BUH,;Ext"9S AND OTHER 9TRVCIURES, SECT M 6; W TO TTNSTAND AND THE 1MN0 LOADS ASSOCIATED WITH A MINIMUM BA SIC WIND SPEED OF 145 MILES PER HOUR..o-� i� REVISIONS 0 COPYRIGHT 2000 DOUGLAS ROOT ARCFIlTECTS. ALL RIGHTS RESERVED. 0 ®/r�, v hr+IM V M� 4 rTl 0 U w o�w �= U z W II r� `� Ia z � O r� a a 1p N ,I DRAWN WWG CHECKED ,�y� D.R.R. FEB B 20 DATE �� I t3/oo SCALE AS NOTED JOB NO. 00053, SHEET A503 DO & WINDOW TYPES Mx,+: SHEETS rYe w 4 M1 I b ' toa ' `4 s civil 0'err V ',,..may, A i 304 JiM'ky� i. n M1" ::I �N so wrk, L. Sv rd` fj� r'v^rt It w to A r q F t si et�h TiY 1 aY I,- M X , y ti x u 4 ty N P' A {• t+a San �:,?t r" 9IX?•y4 y , ... , `.,, ..:ry [ •, 3:.. Y„4 1r ry ofl r: .m S re'l , ,'"a? a ,3 c12: Y.L. ..c . r.'.svl ,ux '.'.a .' 1 Y .n..� � , M3, -:. ¢ .N...YS,S �¢•,,v y S i...i.:'..{."r. ..Y N. �... ) va., ,.. ....¢.1 a • Aea .. .. 11 ...: cLi' .v ' Y E.S�..:.:� r,t, 4 ..... '.i4 t ... 9,:. _ ... ., ^ ,. •.1 ,.. ,.,,,� �... SW X ,,...., S_-,,. ,:m^ .,%� :,.I ,s i_.-"�'' ,A" �" .. .. .F� -'f,r <. r"6: h ) Y✓ •tt, a F H , ..,.E ,:9s t q 1 M ,« J ary ev.« .Ik ,fi. 3,. „E'., ." ¢..'(`f x a r. p, ..: .,. .,�.., a .tax:. ��,y/ r. mx. ..4 r �. e,: ... . „.t ..,- ., " 'A6s,..,..... ii+, -...," :: .. Xm ,. ,.. �:' . � . ... M1 �E ' .. ,�.,+'5,2�,t»,t�• J.l...: k u, "¢: W f�s �r~��,t „�,,,n~�"*A».: arr^^F�yx e( 4;t yR"L +k5 a + } �,._ n Y a " d t y�y Alf, Y � �e� ..",% 4 k*'a._�i .e �. �y'�, r.t gym... r ,¢ x` ; 4 J. p k44 $m3L! ' vA F Ah'� :Y E } 9 S h Y .4Ow'ff r, 5 00. dx •ey",f "n y 3 k s " c 3,{ ^ >E t as M1W+.;pFF i v' r nF 1Ve4 z, �i °{ p13 r � uSi ix� 4ry 4 t 5_n L V �} n { 1< V, ii' . • �` r0.04 ,15 f::,. v d 1' g� t Z 1,3 i I 4p R Y Yf,r Yaa a t L ' �"' "'• Y �, nr ` t �, .;gym: ' r 6 ;� 3 } Y t ; 1'. , n : S G Ay TOP", i:. at�M1r x AL %4`t` }r 'k v r t" �, r �, sn+ a �� N a, Y i 12 r►i�\ o9 W o 8 1OX13'0' �LNE OF SYMMETRY OF BLLDNG 4' o (2) ITYP) 'I OPNG. g O® 2A'z8' F (IYP o ALL v OPENINGS) 10(160 4/24BX130 OPNG. : �rct OPNG. =8" 16) SLOPE — D) I Om. B'Id4, i-' OPNG. m_I ® n .2 SEE SHEET S-3 '4'-v FOR DETALS OF 4/12 X SU SLAB RE1NF. AT 1 T&B (TYP) ADJACENT OPNGS. ALONG SLAB f j1) pERPHEPE32MET'E Clio RY `G Y PERT TE (TYP. AT >� j c j Rl EXTEND §, 24 9 4'-AROUND CORDER q� ® ® l' ® e' 6'4'-9J _ _ -4' -6' 4'-8_Y C> 94/11 X 9-0' TBB ITYP. o PeR MIETEFJ 7 T t 00 © 9 4H2T 0 Q 41 -- 4X6,p 4 m #3 TIES ® 3"'C/C UPTO 2'-0" FROM FACE OF COLL N CM) O PLACE FIRST SET 1 1/7 AWAY FROM FACE 3Ya" 162K OF COLLAK 6 " � 1 f 503 i4 ADDL BARS T&B QYPI b \3 ` USE TOP REFF. AT COOS F LENGTH IN AT OF THAT s• �\ a}�1�1, INDICATED HE �RE O 4 O N It 270K 4" N • . 4` 0" ((2ND FLODR� B" (3RD FLOOR -PENTHOUSE) 20-4' 4'-T 4 S- -4/12 X 6-0' T&B (TYP. a EDGES OF ALL BALCONIES) TYPICAL FLOOR RAMING PLAN SCALE- 1/81 - T-17 1.) COORDINA'IC ALL DIMENSIONS WITH ARCHITECTURAI. DRAWINGS PRIOR 10 COMMENCING CONSTRUCTION. .") FLOOR SLAB SHALL BE AN Be POST IGNSIDNED CONCRETE FLAT PLATE (EXCEPT WHERE SHOWN OTHERWISE). TENDON PROFILES ARE MEASURED FROM THE SLAB BOTTOM TO THE CENIER OF THE TENDON. 4.) POST -TENSION FORCES SHOWN ON PLANS ARE FINAL EFFECTIVE FORCES. THE SUPPLIER SHALL INCREASE TENDON FORCES AS REQUIRED TO ACCOUNT FOR LOSSES. SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREME14TS FOR THE POS -TENSIONING SYSTEM SYSTEM. REINFORCING BARS SHOWN ON PLANS AS SOLID LINES ARE TOP BARS D B,RS SHOWN AS DASHED LINES ARE BOTTOM BARS, UNLESS SPECIFICALLY SHOWN OTHERWISE:. REINFORCING BARS THIS LEVEL SHALL BE #4'S, UNLESS SPECIFICALLY SHOWN OTHERWISE:.7X10'O" INDICATES 7 BARS OF 10'0" LENGTH. .) REINFORCING BAR LENGTHS SHALL BE IN ACCORDANCE WITH ACI MINIMUMS, UNLESS SPECIFICALLY SHOWN OTHERWISE. 0 O O 1B9K i 9.) - INDICATES IN -FILLED NON -LOAD BE.kRING B" MASONRY WALLS. GROUT TIGHT TO THE UNDERSIDE OF THE STRUCTURE ABOVE AFTER ALL SHORING IS REMOVED. 10.) CONCRETE COVER FOR REINFORCING B S WI1HI't SLABS SHALL BE 3/4", EXCEPT AT EXTERIOR SLABS WHERE COVER SHALL BE 10, ' 11.) SEE SHEET:N S-5 AND S-6 FDR SHEiARW [LSS. 12.) L1 - INDICATES 1_60-1/2"x5/16 (LLV-DN) x 6'-0". ATTACH TO CONCRETE BEAM WITH (4) 5/B" DIAMETER HILTI KWIK 13OLT II (MINIMUM EMBED 4-1/2") AT 1'-8' C/C. (*) - INDICATES A TYPICAL #4 HAIRPIN. HAIRPINS, AS REQUIRED, ARE TO BE PROVIDED BY A P/T SPECIALTY ENGINEER AT CURVES IN TENDONS (TYPICAL THROUGHOUT THE FLOOR). O - SUBSCRIPT "S" WITHIN COLUMN DESIGNATION SYMBOL INDICATES TO PROVIDE A SHEARHEAD AS PER DETAILS IN THIS SHEET. 13.) LOCATION OF EACH P/T STRAND SHALL BE MARKED ON THE UNDERSIDE OF SLAB. SEE STRUCTURAL NOTES FOR DETAILS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A DIMENSIONED ::LEEVE/ FLOOR PENETRATION DRAWING FOR ALL TRADES, PRIOR TO PLACEMENT OF CONCRETE, FOR REVIEW AN APPROVAL OF THE ENGINEER. 14.) SEE STRUCTURAL NOTES AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. SHE/OHEA® DET.AllLS 00 3Ya" 297K 39511" 297K #3 TIES ® 3N%"C/C j UPTO 2'-0" FROM g FACE OF COLUMN (TYP) 4 PLACE FIRST SET 1 VT AWAY FROM FACE 1 Q OF COLUMN. I 'I 3Y4" '< 410-297K e4 ADDL BARS T&B (TYPI USE TOP RE3•F. AT COOS IF LENGTH N EXCESS OF THAT INDICATED HERE 4S SS e4 ADDL BARS T8B (TYPI -� USE TOP REF. AT COL'S F LENGTH N EXCESS OF THAT INDICATED HERE #3 TIES 0 3-A"C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FIRST SET 1 VT AWAY FROM FACE OF COLUMN. F_"VISIONS 12/20/00 GENERAL REVISION 02/26/01 REIN. LENGTH ® 12/11/01 CLARIFICATION C COPYRIGHT 2000 DOUGLAS ROOT ARCHITECTS. ALL RIGHTS RESERVED. C7 1S 3S w w oA r on C)see +4 ADDL BARS T&B (TYPI USE TOP REI F. AT COOS IF MCI Q. LENGTH N EXCESS OF THAT F� Ilff INDICATED HERE w ®� W L) �at Q #3 TIES ® 3�b"C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FIRST SET 1 Ve2' AWAY FROM FACE OF COLUMN. 8S ACOGE NNTION ME PLANS AND ALL PROPOSED Wr-- 351 K FILE ARE SUBJECT TO ANY CORRECnc; 21 sK ARE By FIELD INS PECTORS THAT' 4 -► MAYBE NECESSARY IN ORDER TO COPY COMPLY WITH ALL APPLICABLE CODES, •4 ADDL BARS T&B ITYPI USE TOP REIN. AT COL'S F +4 ADDL BARS T&B (TYPI LENGTH N EXCESS OF THAT ;14 USE TOP REEF. AT COOS IF ` INDICATED HERE 1 i LENGTH N EXCESS OF THAT TED HIERE #3 TIES ®3.1L"C/C J UPTO 2'-0" FROM FACE OF COLUMN CIYP) PLACE FIRST SET 1 VY U AWAY FROM FACE I� W 001, OF COLUMN. <, L a r► 189K #3 TIES ® 3%'C/C `' �v O f UPTO 2'-0" FROM d FACE OF COLUMN (TYP) PLACE FIRST SET 1 V2' ©) A WAY FROM FACE OF COLUMN . 8"I. L Gouty Z BUILDING NG DIVISION FOR COM REVIEWED NG DATE E DATE Ci --PUN' AN MIT F� MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE 3/4' OR 1 1V4' CU? °z 1 114' OR 3/4' CLP SECTION A -A (VOTE: t THESE DESIGN PLANS AND SPECIFICATIONS ARE N COMPLIANCE WITH THE STANDARDS ESTABLISFED N SECTION 62B-33.007, FLORIDA ADAMSTRATIVE CODE 2 THE MAN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED N ACCORDANCE WITH ANSVASCE 7-95, MWbIIM1 DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MMMAJM BASIC WIND SPEED OF 145 MILES PER HOLP 3. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE NCOWORATM INTO TIE DESIGN AND SPECIFICATIONS N ACCORDANCE WITH ANSVASCE: 7-95, M4JMAIM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE WIND LOADS ASSOCIATED WITH A MINIMUM BASK: WIND SPEED OF 145 MILES PER HOUR AMERICAN CONSULTING ENGINEERS COUNCIL JENKINS & CHARLAND INCORPORATED al.;,,, Consulting Engineers 3559 N.W. 53rd Street FORT LAUDE RDALE, FL SWO9 LIM 484-7777 TO THE BEST OF MY KNKDWLEDGE AND ABILITY, THEE COMIPLETID J STRUCTURE DEPICTED ON THESE 157ee PLANS COMPILES WITH THE APPLJCAI!LE NINNUM BULDNG COD". / FIE No. OOFTL12p DRAWN REKHA _ CHECKED RAKESH DATE 11/1�7!^0_00 SCALE 1/8" - 11-0' JOB NO. SHEET S_ OF SIHELIS raev!sr(,\y 2/20/00 G04M F I I �"a I, � w n' + } tp x " of '� t I' r I frN I i t t x " At X" � a ,d 1 u 0*41 4 \_ f �fY tl qd, Y. 4 N t � t F §£ t S. RW ryyE����I������ORACG1 IDE OF SHEARHEAD DETAILS #3 TIES ® 3%-C/C UPTO 2'-0" FROM FACE OF COLUMN (TYP) PLACE FIRST SET 1 VT ' AWAY FROM FACE OF m I •4 ADDL BARS T&B (TYPA USE TOP RENF. AT COIL'S F LENGTH N EXCESS OF THAT INDICATED HERE. 94 ADDL BARS T&B (TYPI USE TOP RF3J=. AT CC US F LENGTH N EXCESS OF THAT INDICATED HERE «4 ADDL BARS T&B (TYPI USE TOP RENF. AT COIL'S F LENGTH IN EXCESS OF THAT INDICATED HERE #3 TIES ® 3%OC/C " UPTO 2'-0" FROM "FACE OF COLUMN (TYP) PLACE FIRST SET 1 VT AWAY FROM FACE OF COLUMN #3 TIES ® 3-%NC/C UPTO 2 -0" FROM FACE 01 COLUMN (TYP) PLACE FRST SET 1 Vr AWAY FROM FACE OF COLUMN, AT EDGE �o +4 ADDL BARS T&B M1 USE TOP REI F. AT COIL'S F LENGTH N EXCESS OF THAT INDICATED HERE. -#3 TIES ® 3%"C/C UPTO 2'-0" FROM FACE OF COLUMN ") PLACE FIRST SET 1 Vr %WAY FROM FACE OF COLUMN ' m I diSIONBD REINFORCEI&Nr DETAL I .. U ({<� y( J CCJJ -� SEE "TYPICAL SLAB OPENING LINE OF SY *ETRY I U 17 RENF. DETAIL. THIS SHEET. FOR BUILDING 4 Z. V 0 f +3 CLOSED RUPS a 6'C/C OPErIJG TYPICAL AT 4 I STAR LCCATIONS SJ l: lox13Tr AT T B B (TYFI AT BALCONY LDG8 'I'8B X 10'-O' -- 015 'i M X 10'-0' WITH 0O)w3 CLOSED STMPS o 6'C/C AT CP.B.NG NOTE: 1 THESE DESIGN PLANS AND SPEC IFC':ATIONS ARE N COMPLIANCE WITH THE STANDARDS ESTABUSHED N SECTION 62B-UO07, FLORIDA ADMINISTRATIVE CODE. 2 THE MAN WND40RCE RESISTING SYSTEM HAS BEEN DESIGNED N ACCORDANCE WITH ANSVASCE: 7-95, MNMUIM CESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WIT;iSTAPD THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 115 MILES PER HOUR. 3. THE CO PONEWS AID C:LADDN73 HAVE BEEN SELECTED AND THEIR USE NCOWORATED INTO THE DF_SIG i AN) SPECIFICATIONS N ACCORDANCE WITH ANSI/A,SCE 7-9Ey MINIMUM DESIGII LOADS FOR BUILDINGS AND OTHER STRUCTURES, SECTION 6, TO WITHSTAND THE VIM LOADS ASSOCIATED WITH A MINIMUM BASK: WIND SPEED OF 145 MILES PER ItCIR. — ►1 � r N x e 4' 162K • s" 27K/FT 30K/FT N COOLING TOWER LOCATION no REVISIONS ® 02/26/01 REIN=. LENGTH ® 12/11/01 CLARIFICATION a^. COPYRIGHT 2000 DOUGL.AS ROOT ARCHITECTS. ALL RIGHTS RESERVED. kkn � SICAU ue - T-O z 6 W �7 3'-4' f- ' A s CONC SLAB WITH 4/12B EACH WAY ®V 1 Ur MTTB 1 MTB-1 ®� T/GONC.G SI A,B 4" 243K x 2:Tbr I 26 w —•- 270K (TYPJ 4/12T NB-1 I fi MTB-t 8" X tr CONIC. ----- ----TE BEAM WITH Z (� (2M5 T&B CONT. U L4x4xV4 WIT]I tVW DIA I J RAWL STUDS c ITC/C MTB-2 8' X 16' CONC {� (MIL EMBED. 4", (TYR. I I TE BEAM WITH EACH SDEJ - I i (2)r6 T&B CONT. U "x 0 w 8' X W CONC' TIE U 4" 351K COL W/ (6)r.' VERT. a STEEL BEAMS BY 9 DBL +3 TES a 1rC/G ELEV. MANUFACTURER s 5' CONC. SLAB (SECONDARY Pook WITH 4/12T&B ( )AID 4/6T&B ( 4 Z 1 't ELEVATOR EGUIPMENT A ROOM FRAMING PLAN SCAL -1 1/8, - T-0" W DLA. OPNG CEHTEFED Y --► 432K — — _ w 4/4T (TYPJ FILE)COPV 4" 0 4/4B "I 4� 216K i � I +t26'-3' T/CONC SLAB 0 I— THESE PLANS AND ALL F s coNc SLAB w/ T d ARESUBJECTTOANYCO a 4/12B EACH WAY HHECTIONS REQUIRED BY FIELD INSPECTORS THAT ~ 8' X 12' GONG TE BEAM MAY BE NECESSARY IN ORDER TO O 8 WITH (2)P5 T&B CONT. (TYPJ COMPLY M I HALL APPLICABLE CODES, I- y S-7 7 M1 5x8'-0' EF. u U UNTEREID ON OPEI NG Pam, rT1 W � (3)•3 STIGB)PS AT — sx8' OPENING ('A16x8'-0' EF. % l a `✓ 3'C/C'.TYPI CENTERED ON OPENING \� ® F+ ,I--► 189K — CIO Z NOTE l FACE BARS z PROVIDE VSEPARATION -lw--B 12 7 I S-7 BETWEEN TOP OF .,ONO. T/CONC. SLAB BETWEEN SLAB AND RB-1 THIZU 41_/y ROOF FRAMING PLA.N BCALt` 1/8' - T—W C= SLAB ll� O i^ �� nt_onnnunnnnnn._� _... ....... F7 i k 4l k (Lai tL n 1.) COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL. DRAWINGS PRIOR TO 10.) CONCRETE COVER FOR REINFORCING BARr' TH SLABS SHALL BE 3/4", EXCEPT AT COMMENCING CONSTRUCTION. EXTERIOR SLABS WHERE COVER SHALL 8E 'I". AILS 4 2.) FLOOR SLAB SHALL BE AN " POST -TENSIONED CONCRETE FLAT' PLATE (EXCEPT 11.) SEE SHEETS S-5 AND S-6 FOR SHEARWALL WHERE SHOWN OTHERWISE). 12.) L1 - INDICATES L6x3-1/2"x5/16 (LLV-DN) x 6'-0". ATTACH TO CONCRETE BEAM 3.) TENDON PROFILES ARE MEASURED FROM THE SLAB BOTTOM TO THE CENTER OF WITH (4) 5/8" DIAMETER HILTI KWIK BOLT II (MINIMUM EMBED 4-1/2") AT THE TENDON. 1'-8" C/C. 4.) POST -TENSION FORCES SHOWN ON PLANS ARE FINIAL. EFFECTIVE.: FORCES. THE INDICATES A TYPICAL #4 HAIRPIN. HAIRPINS, AS REQUIRED, ARE TO BE SUPPLIER SHALL INCREASE TENDON FORCES AS (REQUIRED TO ACCOUNT FOR PROVIDED BY A P/T SPECIALTY ENGINEER AT CURVES IN TENDONS LOSSES. (TYPICAL THROUGHOUT THE FLOOR). 5.) SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS FOR THE POST - TENSIONING SYSTEM. O - SUBSCRIPT "S" WITHIN COLUMN DESIGNATION SYMBOL INDICATES TO PROVIDE 6.) REINFORCING BARS SHOWN ON PLANS AS SOLID LINES ARE: TOFF BARS AND BARS A SHEARHEAD AS PER DETAILS THIS SHEET. SHOWN AS DASHED LINES ARE BOTTOM BARS, UNLESS SPECIFICALLY SHOWN 13.) LOCATION OF EACH P/T STRAND SHALL BE MARKED ON THE UNDERSIDE OF SLAB. SEE OTHERWISE. STRUCTURAL NOTES FOR DETAILS. 7.) ALL REINFORCING BARS THIS LEVEL SHALL BE 0'4"S, UNLESS SPECIFICALLY IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE A DIMENSIONED SLEEVE/ SHOWN OTHERWISE. FLOOR PENETRATION DRAWING FOR ALL TRADES, PRIOR TO PLACEMENT OF CONCRETE, FOR B.) RE114FORCING BAR LENGTHS SHALL BE IN ACCORDANCE WITH ACI MINIMUMS, REVIEW AN APPROVAL OF THE ENGINEER. UNLESS SPECIFICALLY SHOWN OTHERWISE, 14.) SEE STRUCTURAL NOTES AND ARCHITECTURAL DRAWINGS FOR ADDITIONAL 9.) INDICATES IN -FILLED NON -LOAD BEARING 8" MASONRY WALLS. INFORMATION. GROUT TIGHT TO THE UNDERSIDE OF THE STRUCTURE ABOVE AFTER ALL SHORING IS REMOVED. INDICATES 5'-0" HIGH 8" MASONRY WALL. SEE !:SECTIONS FOR DETAILS. - INDICATES AN 8" LOAD BEARING MASONRY WALL. SEE SECTIONS FOR DETAILS. - INDICATES 10" THICK SLAB. 6 —8' X 17 C.00 CONC. TE BEAM WITH 0:5 T&B CONT. (TYPI SEE TYPICAL DETA'.S j fi— I I j 26 SHOT FOR CONt I I I j I II I I I wlDxrn I I (LOCATION TO I I I +13r-s T/CONC. SLAB -� I �v°�MAruF� I I I I II I j LIGHT GAUGE I I I I I ROOF FRAMING- I I I I BY OTHERS. --- L—JL--I—J II ---�--.--.—J 1 HIGI-I ROOF FRAMING PLAN CONCI-IETE BEAM REINFORCEMENT DETAIL AT SC UPPER OPENINGS (TYP. 2 LOCATONS) • : ;or •14 SE.C'TION A -A AMERICAN CONSULTING ENGINEERS COUNCIL JENKINS & CHARLAND INCORPORATED _ Consulting F_n gin esrs 3559 ^J.W. 53rd Street F:)RT L 4UuIERDALE, Fl. 33309 W13) 484-Trn TO THE BEST OF MY KW( WLEDGE AND ABILITY, THE COMPLETED qqq STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MNINIUNI BUILDING CODES FILE No. OOFfL129 DRAWN REKHA CHECKED RAKESH DATE 11/17/2000 SCALE --- 1/8' " T-0' --- JOB NO. SHEET S ®� OF SHEETS RL LA u COORDINATE ALL DIMENSIONS WITH ARCK COMMENCING CONSTRUCTION 2.) FLOOR SLAB SHALL BE AN 8011POS't-TEN01 WHERE SHOWN OTHERWISE). 3.) 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'" 1st y �' , IM i .. l� "� ,M1'fl� PLUMBING LEGEND SANITARY SEWER PIPING ST — — — — — — — — — — STORM SEWER G ^ �✓^. , GAS PIPING - CO A PIPING -- HOT WATER PIPING ----- HOT WATER RETURN PIPING CD CONDENSATE DRAIN PIPING PT P&T RELIEF PIPING DP DRAIN PAN DRAIN PIPING RV—+ RELIEF VENT - FULL SIZE AAD� AIR ADMITTANCE DEVICE M BALL VALVE WCO11-O WALL CLEAN OUT COO CLEAN OUT -F— HOSE BIBB EXTERIOR r 4" DOMESTIC WATER REFER TO CIVIL DRAWINGS ✓ FOR CONTINUATION 1" HIGH PRESSURE ;LP GAS PIPING !IN 1ST FLR CLG. SPACE- �V I .__ ` 8 0 1" U.G. HIGH PRESSURE LP GAS l -T3 PIPING. ROUTE AND TIE TO TANK PROVIDED BY UTILITY CO.1, COORDINATE WITH UTILITY CO. FOR LOCATION OF LP GAS TANK I 8" B-L /(2,0000,0000 BTU) JJ/ GAS PIPING IN CONCEALED SPACE - - _G- - - - J SHALL BE SLEEVED AND VENTED TO OUTSIDE. j� (SHAFT/CHASE CONTAINING GAS RISER SHALL \\ BE VQJTED AT ROOF LEVEL TO OUTSIDE) `1" HIGH PRESSURE LP GAS PIPING TO GAS TANK BY GAS COMPANY, PROVIDE MAIN SHUT-OFF VALVE ON EXTERIOR OF BUILDING - 2,000,000 BTU TOTAL (TOTAL LENGTH FROM METER TO THE MOST REMOTE OUTLET = 150') GAS RISER DIAGRAM 2•. g12 "-------------- - -- - , g i , , 14 2" CONDENSATE DRAIN LINE ` 00 CO REFER TO CIVIL DRAWINGS FOR CONTINUATION—.-._-------- 8" STORM DRAIN LINE REFER TO CIVIL DRAWINGS FOR CONTINUATION 2" 5"0 DS UP 0 _ 2" CD RISER UP ©M 2"V Ll S 5"0 DS UP 3/41 3/4"CW UP TO HOSE BIBB J __ I IN VALVE B6X - " - ---- 2" D AIN WI BACI t - -- " HIGH PRESSURE 1p\GAS PIPING UP i VALVE. SYS 5"0 DS UP C� g SUMP PUMP EQUAL PEERLESS TYPE 50, 30 GPM 0 20 FT., 1 5 RPM, 1/2 HP, 120/IPH/60 HZ LETE WITH FLOAT L CONTROLLER AND AL` OTHER ACCESSORIES. it ----------- -- ---------------- 2" DRAIN TO STORM. �I 2" DRAIN TO STORM.- 6" BUILDING DRAIN UNE REFER TO CIVIL DWGS. I REFER TO CIVIL DWGS. REFER TO CIVIL DRAWINGS ! FOR CONTINUATION. I FOR CONTINUATION. FOR CON'TINUATft I I I 3" DRAIN TO STORM. REFER TO CIVIL DRAWINGS FOR "CONTINUATION. I i I I I 3" STORM DRAIN. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 3 4 5.0 DS UP -I I I I FOUNDATION PLUMBING PLAN SCALE: 1 /8" = 1'-0" _ TO SANITARY SEWER PIPIN REFER I C IL DRAWINGS FOR CONTINUATION. 1-1/2" COLD WATER.) REFER TO CIVIL DINGS. FOR CONTINUATION. 2"CW TO POOL EQUIPMENT, `vSHOY�ERS AND HOSE BIBB kT DUNE WALK. REFER TO CIVIC.DRAWINGS FOR CONTINUATION ----------------- \ \1 f, 1 i I \ I I y 5" I i i 4"0 DS UP CO I I i ST— I �o I I � 4" ! I 6" ST- 2"CD RISER U 8. 2" 2 co Em I 13 1 4"0 DS UP _ a In g 2" 1 a 1 8• I 1 1 _ i --r------------ L-1 ----�----- CO ``1 CO CO 8" STORM DRAIN LINE -__ - --_--- REFER TO CIVIL DRAWINGS FOR CONTINUATION 8`�OICDIR�-DRAiR-,l:f -�, REFER TO CIVIL DRAWINGS 2" CONDENSATE DRAIN LINE m.__._F0A_CONIINUA110N __� .___ R'L TO1-CIVIL-DRAWINGS FOR CONTINUATION 3" DRAIN TO STORM. REFER TO CIVIL DRAWINGS FOR CONTINUATION. 3• STORM DRAIN. REFER TO"CIVIC' DRAWINGS FOR CONTINUATION. CO CABANA PLUMBING PLAN SCALE: 1/4" = V-0" d 3• VTR JI I 1 2 /J I 2• 3 1 I 1 I LAY 2" I WCO CABANA SANITARY SEWER RISER N.T.S. 1-1/2" I ' I WC I '� �x� LAY 1/2 3/4" \ 1-1/2" 11 I 3/4. I �' � I LAY 1/2" CABANA DOMESTIC WATER RISER N.T.S. C*AR&TM SVGRWMW 427 CUfMWMW CRC1L, 911E 14M ALTMOM 9 NM FLORIDA 32701 (407) 332-5110 FAX (407) 332-7704 131 R 2RD ST, 911E 206, FT. PERCG FLORDA 3" (107) 406-1165 FAX: (407) 468-1164 2589 FOREST HUS BLVD., 9111E 225, WST PN14 9EAD1, FLORIDA 33406 (407) 983-'9900 FAX (407) 434-7745 REVISIONS Qi REVISION 2/26/01 to COPYRKM I.2099 I)OUGLAS RWT ARCHITEOIS. ALL RICCII"F5 Rv.SERVEO. Z 0 Co Ld O 0 �U z Li V J Z �U w OQ w 0 ~ U Q DRAWN J.L.S. CHECKED A.K. DATE 02/01/01 SCALE AS NOTED JOB NO. P201 OF SHEETS 4 TES 7NC. A f I \ f I\ > I / l 49 COPYRIGHT 20DO DOUGLAS ROOT ARCHITECTS. ALI, RIGHTS RESERVED. 8 - 1 CW TO SHOWERS AND i I. HOSE BIBB BY DUNE WALK / \ / 5- \I �- OPEN B DRAIN I / 5 4 DS 0 Dp� IN I 5"f DS \♦ LLJ C 00 FD-ry ). - _ _ _ \ ✓ I ___ La La i1 z lia „• 1 CDLd � 5 20R ENWSH B DRAIN D. - 12 4 DS 3 3 3 O LLJ 10 1 9 i 6 .- _ 2 �— 4 Ds Q DOMESTIC m P 4" DOMESTIC WATER U 1 O I MI ° 1 It FROM BOOSTER PUMP TO `\ BLADDER TANK ON ROOF S I I Q •EQ1 / I � a 4 i1 0S 2"P&T RETJEF AND 3/4#i 4"CW DOWN TO BELOW,,` I; 5"0 DS 2"DRAIN PAN DRAIN I I1 OORITO SERVE HOSE /2-P&T RELIEF AND ID� 11'BIBBS IN ATRIUM I r F `, 2"DRAIN PAN DRAIN I ® I 12" CD / `\ (------- _�'r \` 2" RISER 3/4• fFi ♦-----------{-- `\ J -. \\ � 3/4. L $ C 1 HIGH PRESSJRE r `tit s jFD-j 1 FDFD=1 U GAS PIPINGI UP Cr" 6M ECFLAAIDO EPR PT PERM " W PAWAFACH 427 CENTERPOINTE CIRCLE, 14TE 18A ALTAMONIE SPRINM FLORDA 32701 (407) 34-sDo FAX (4o7) 332-77o4 131 N. 2ND ST., T411TE 20% FT. pERCE, FLORIDA 34M (407) 46h-1165 FAX (407) 465-1164 2689 FOREST HUS BLVD., 31117E 225, NEST PALM BEACH, FLORIDA 33MI6 (407) 963-9000 FAX (407) 434-7745 DRAWN J.L.S. CHECKED A.K. DATE 02/01/01 SCAM AS NOTED JOB NO. SHEET SHEETS ASSOCIATESs INC. 4 Qi REVISION 2/26/01 C COPYRIGHT 2000 DODGIAS ROOT ARCHITFrT . ALL RIGHCS RESERVED. rZ V LLJ 0 O W v ) � z Q n U OQ W C ~ Q TNT DRAWN J.L.S. CHECKED A.K. DATE 02/01/01 SCALE AS NOTED JOB NO. SHEET h �o C:) �o V1 O� � 0 M '4p h h P204 OF SHEETS REVISIONS PLUMBING LEGEND SANITARY SEWER PIPING ST STORM SEWER ---------- VENT PIPING - COLD WATER PIPING -- HOT WATER PIPING ----- HOT WATER RETURN PIPING CD CONDENSATE DRAIN PIPING PT P&T RELIEF PIPING DRAIN PAN DRAIN PIPING RV—t + RELIEF VENT - FULL SIZE AADO AIR ADMITTANCE DEVICE D41 BALL VALVE WCO*-0 WALL CLEAN OUT COO CLEAN OUT +-- HOSE BIBB DOMESTIC V 11 4' DOMESTIC WATER REFER TO CIVIL DRAW FOR CONTINUATION-- 8J 5*0 DS UP == i 2'V-4r i I r--2'V 2• CD RISER UP 5• 3 -- - TO SANITARY SEWER PIPIN REFER TO CIVIL DRAWNGS \ FOR CONTINUATION. 1-1/2• COLD WATER.J \N REFER TO CIVIL OWGS. 500 DS UP \ FOR CONTINUATION. �` CO \ 2'CW TO POOL EQUIPMENT, SHOWERS AND HOSE BIBB AT DUNE WALK. REFER TO 8 \ - CIVIL NU TIONS FOR CONTINUATION I 4.0 DS U\ 4 �... // I __ __r'(_ ST 3 8 j $ 3 9 t0 5 5 4• Y —� 8 2• 6 2'V 3 6•' _ (� f�— 8 ! g �mnil s• 1 \ ST 5'0 DS UP 3/41 CD C4 �•� \ 5•► DS UP �� LLL 2• \ I 6 1 I I 3/4. - 3 4•CW UP TO H BIBB 20CD RISER uP I IN vAtVE 2'V 8 v�i 20V 2' DRAIN NTH BACKO 1ER VALVE, \ $ o ♦• -- 4�DSUP t � I / \ C i 2• ------------- I I I I 14 I \ II 1 SUMP PUMP EQUAL PEERLESS TYPE 50, 30 GPM 0 20 FT., 1 5 RPM, 1/2 HP, \ -- - ------------- - 120/1PH/60 HZ LETE WITH FLOAT SL1 - CONTROLLER AND OTHER ACCESSORIES. _ �1 20 CONDENSATE DRAM LINE ` CO CO J CO -- -_ -- -- -- -- - REFER TO CIVIL DRAWNGS ------------- FOR - -- ------ - --CONTINUATION ------_---_'' - I - 2' DRAM TO STORM. 2' DRAIN TO STORM. B• STORM DRAM LINE REFER TO CIVIL DWGS. I REFER TO CIVIL DOGS. REFER TO CIVIL DRAWINGS 6• BUA DINC DRAIN LINEEFOR CONTINUATION. I FOR CONTINUATION. FOR CONTINUATION REFER TO CIVIL DRAWN - FOR C0�1 TINUA11dP __----=--------�.-___ --t -�--- 3' D�AIN TO STORM. � I AEFER TO CIVIL DRAWNGS FOR"TINUATION. 1 I l i� �l i 1 Ali ♦I I I ! 1 I I I I i I I I 3' STORM DRAIN. REFER TO CIVIL DRAWINGS FOR CONTINUATION. - ----- -------------------- --- -- ��---- LL, FOUNDATION PLUMBING PLAN SCALE: 1 /B" = 1 -0" t 1 2•CD RISER U I B• 2 2• 15 4'W DS UP 3 2 J- - - - - - - - - - - - - - -- -- CO CO CO B' STORM DRAIN LINE- _ REFER TO CIVIL DRAWINGS I FOR CONTINUATION DRAIN UNE— - -- REFER TO CIVIL DRAWNGS 2• CpjDEN TE DRAIN LINE -__EOR_S�ITNUA'DAN - _-____„ -ROTR,-% . fin FOR CONTINUATION 3• DRAIN TO STORM. REFER TO CIVIL DRAWNGS FOR CONTINUATION. ///--- 3' STORM DRAIN. REFER - J-TO-gVr'ORAWNGS FOR / CONTINUATION. OD C31tflill Ilillll!! IIli11 ti! 1 � 0 _ �11111 CO CABANA PLUMBING PLAN SCALE: 1/4" = 1'-0" 3' VTR )I I I 2 J I I 2. 3 I I 2. I 1 I LAY 2' WCO n p CABANA SANITARY SEWER RISER N.T.S. 1-1/2' I � \ I / � 1_1/2• LAY 1 �///,,2• V 3/4' \ -1/z' 11 1 LAY �< SH 1 /2' CABANA DOM C WATER RISER N.T.S. C10�(�LTM B1K�11� r.,Bl • PNIX • W PALAIAEAM 427 COIiFM IE MU 4➢1F I= ALTAMWX VNNM RAW 32701 (407) 34-5110 FAX (407) 332-7704 131 It W ST- WM 204 FT. PEACE, FLOADA 34M (40n 4WIM FAY: (407) 4A5-1154 2MB FMW leis BLVD.. BWX 224 VW PALM BEACH, RAMA MN (407) U3-"M FAX (4M 434-7745 oe- t a 2 - cam AIJ. Nl7PF1'S RF!3PAVi�. o � \ Z h I 1 � Ld M o off-- ryuLLJ Z z Q 4 CD w � a � NN Lf._' I— 4 4 O oQ wx U OF = U � � Q a oa wz DRAWN J.L.S. CHr,CKFD A.K. DATE 02/01/01 SCALE AS NOTED JOB NO. SI IF.FT P201 OF SHFF.TS 4 TES INC. r=1 �A-PMll z 0 Z z SHEETS y, gq # d tY ,rsp y " •. =s 'I � A t�. ���„�. '�' ,. ' ,� ; tr' �i' w a�., t r I i�.,;.r r �° ". S98BT ... . I,:.: .. .., , . .e.. a ... .... �., "�.. Y8J-9800 FAX AYE Lai .- .. I REVISIONS DATE 02 01 01 SCALP, AS NOTED JOB NO. REVISIONS a,� ma f'; 7 41,74 wj� r 4 giz t gr .,ty. [WO11GUAS ROOT ARMITU-M, All. RK;fTrS RJ%S M-V M < n ry Ld ry o < C) LLJ C) ry kn �c i .�' . 427 CEN LA 1 _ t t 3270 LM � {1 .wPA,�, P 4 1 f E r e'x_ ,.1 ? s: CPCLL.1825, AlTAY01T1E SPPoNCS .3''� a rt; TEOVON (W7) 33!_Stl0 FAX (407) 332-T704 z r _ ^ '� W1 K 2N0 ST.. tUTE 204 FT PiM MONA 3WW (40n 459-1195 FAX (407) WE-1154 2999 FOREST HILLS BUD., 9011E 225, WEST PAW W", ROMA (4M %3=,-9900 FAX (07) 434-7745 �K 'I N}. r' rytV ..,.. : `" ' • s. t,^ :-. ': '.':".5 f+4 ... k��,4'u' !• .:ne BOOSTER PUMP SY M SPECIFICATIO ry SH SINK MB WB WH^FD RD HB PRV SH DOMESTIC WATER BOOSTER SYSTEM SHALL BE MODEL 6DD74V-SS, DUPLEX " a r PACKAGED DOMESTIC BOOSTER SYSTEM AS INDICATED ON THE DRAWINGS Aal MANUFACTURED BY SYNCROFLO,INC. THE SYSTEM SHALL BE CAPABLE OF ' ee, WASHING PRESSURE SHOWER SINK IN BAR MOP BASIN MACHINE WATER FLOOR ROOF HOSE REDUCING SHOWER PROVIDING CONSTANT SYSTEM PRESSURE OF 106PSI WHEN SUPPLIED WITH A w ,mil v, ANDICAPPED (7) (7)(10) OUTLET BOX HEATER DRAIN DRAIN BIBB VALVE MINIMUM SUCTION PRESSURE OF 50PSI AND SUITABLE OF A MAXIMUM (4)(7) (11) SUCTION PRESSURE OF 6OPSI. PUMPS SHALL BE CAST IRON, BRONZE FITTED, END SUCTION STYLE OF THE --- AMER. STD. FIAT GUY GRAY RUUP ZURN ZURN WOODFORD WATTS BRADLEY CLOSE COUPLED TYPE, WITH MECHANICAL SEALS AND SHAFT SLEEVE. THE 24P-3 4 --- 7145-803 MSB 3624 NO B-200 PES50-2 ZN-415-S-P Z-100-C-G-R OR Y24 223 IC-TF-SX PUMPS SHALL BE RATED AT 208V-30-60HZ(7.5 HP EA.)AND SUPPLIED WITH HIGH EFFICIENCE, TEFC MOTORS, FOR MAXIMUM SPEED OF 1750 RPM AND , I WITH A 1.25 SERVICE FACTOR.^ - PUMP CONTROL VALVES SHALL BE OF THE COMBINATION PRESSURE REGULATING AND NON -SLAM CHECK VALVE TYPE, PILOT OPERATED --- --- --- --- --- '-" --- "-- '-- --- DIAPHRAGM STYLE, AND FURNISHED WITH STAINLESS STEEL COVER BOLTING AND FUSED EPDXY INSIDE AND OUT. FURNISH A UL LISTED, NEMA I POWER AND CONTROL PANEL COMPLETE WITHt' _ ' ___ ___ ___ ___ MAIN INTERLOCKING DISCONNECT SWITCH, TWO SETS OF POWER FUSE BLOCKS, TWO MAGNETIC MOTORS STARTERS WITH O.L.PROTECTION, 120/1 y-� _ -- -- _ --- --- --- --- --- --- FUSED CONTROL TRANSFORMER, MANUAL, LOW SUCTION PRESSURE SHUTDOWN SAFETY WITH TIME DELAY "OFF" AND MANUAL RESET, POWER "ON" PILOT x Y LIGHT, INDIVIDUAL PUMP HOA AND "RUN" PILOT LIGHTS, AND LOW SUCTION PRESSURE ALARM LIGHT. ALL CONTROL WIRES SHALL BE &14Z U --- ninnnnn Al v unuororn •un unu u,nnnni, A nnunnurur ..,.-„-.. .� � i. ' .: #.. U r Q J i II n y. y G ti �p k` y r 6 Y I .t w Y I .r 4 •� • F t/ ,4 r� t-t � t• I.x EC� i 1" 1—t 4" ' 1-1 4' t• I ' I +, I EC 10 I �1 i i 1-1 4• 1-1 4• i : 1 a. _r ir I !1 I- 1 , �s r i I • L 4 • O3 8- GALV PIPE 1 ' 13 • ...---- 14 8 W II r FIRE PUMP DETAIL N.T.S. i ) rvT t�ukS �I � r r.. c �' � Pr P6iGE N! p91LY6EApi 427 CEN M"MA M 1625, ALTMOM SPI6/1C5, n=A 32701 I (M 332-5110 FAY (W7) 332-7M 131 L M §T.. %M 206. FT. PEACE. FLaWA 3WM -i t'?" .. .. �. _ �w n •. .,_ rr. i (407) W-1165 FAX (407) 456-1164 2666 FOREST WB BLVD., SATE 225, WEST PALL 6FACA. nAM)A 33W6 (40) 66.-M FAX' (W7) 434-7745 i ASSOCIATES �o to � v FIR IM, 1 -11 - -1 , , , , 5u9 ....... .. 7-V 1, "lit ti 15i 1411, cl is f 44 ii TA it Si J=A FHV-/ It TYPICAL Ft a. I `^. y R ,.. ...:: .(. ..::r c r.,.,, e. 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S11i ..DATE.,., _... 02/01/01 SCALE AS NOTED'', DRYER EF TOILET EF mC K' i7: mg C C BBATH EF EF BATH EF I I BATH EF BATH IF BATH IF El=J C BATH EF BATH EF WN N U 0 El=J C BATH EF = BATH EF O C BATH EF BATH EF BATH EF BATH EF D=j OEM BATH EF BATH EF DRYER C BATH IF BATH EF 6K BATH EF BATH EF U C CLEAN OUT (TYP.) BATH EF BATH EF 1—ll ➢B'ff8 )o TYPICAL TOILET c n �i I TOILET EF BATH EF BATH EF BATH EF BATH EF BATH EF BATH EF BATH EF BATH EF BATH EF BATH EF BATH EF ROOF 12TH FLOOR 11TH FLOOR 10TH FLOOR 9TH FLOOR 8TH FLOOR 1 7TH FLOOR 6TH FLOOR 5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR DRYER EXHAUST RISER DIAGRAMS 0 n 1 I I I ( -- �'��,_ _—L a \ l $ ff_12 3"CW A•rurc A,O _. A'MMCbQ ,--L.' 6'CWS 3"CWS&R I ilir=Q tI S� i J I r f-- --,L j \\ — WS&R s 4 1 8000FM i I DISCHARGE AT 40� ABOVE ROOF Y� *X32-EL2 124/24 SSF-3 1 Iql" y i II i I—IM.A.C. ROOF PLAN SCALE: 1/8" = 1'-0" _ WTL REFER TO TOWER RISER DIAGRAM ON SHEET M401 FOR TOWER PIPING SCHEMATIC AND SIZES. REVISIONS 4) C0PYRI(IIFF 201p INNI(iI.AS R(R)IARCIIFIYAIS. ALL RIGIITS RhSi!RYI�D. o� V M � (n W ^� ^ \o ro O Ou) z (yU z n V /� Z a w �ry < : U 00 wx O 0 = U HW c Q U °mz 0 O DRAWN J.L.S. CI1FL'KED A.K. DA'IT 02/01/01 SCAI,r, AS NOTED JOB NO. SIir.FI COARLTM EAKAEEW ' F ORLO M204 O r p�E ' W. p"AFi1G7l 427 CENIERPOWIE CRCU SLATE 1625, MATE WORM FIORDA 32701 (407) 312-5110 FAK (407) 332-PO4 131 R 2M1 ST., SLATE 204 FT. PERM ROROA 34M (407) 4%-1165 FAIL (407) 466-1164 of; SI ICI: IS 260 FOREST RLLS BLW., SLATE 225. WEST PAW KAM RORDA 374M ASSOCIATES (407) 963-NOO FAX (407) 434-7745 INC. o �o � rn F' ScnLr. AS NOT] �O M M �o i W 0 hLn � 0 0 ►- �U z z n ' � J V JCL UU � Qo O O Imo— ULLJ w wx Q _ H U � � Q ¢Q M302 OF s}r t X^aF ' . n��4 70 ra ��r 4 �t }� +. L I Y'M w 4*' b • �' "� � �� is r . FLEXIBLE gl�.. D 1c ;t AIR OUTLET. ; N0.16 GUACE BLADE =t iOFF 1. DUCT SHOULD EXTEND STRAIGHT F R SEVERAL „., NOTES: INCHES FROM A CONNECTION BEFORE BENDING. T 4' PUSH P ROR ONE PULL ROD —DUCT DEPTH UP TO 24 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR ' —TWO PULL RODS — DUCT DEPTH 25" TO 36" CAUSE OUT OF ROUND SHAPE. CEILING a OVER 36 DUCT DEPTH USE VOLUME DAMPER ON EACH BRANCH DAMPER NTS t a: NTS it NTS 14" ? FLUE WITH WEATHER CAP TO FLOOR DR —. IN 4 CHECK VALVE 4r : BOILER THERMOMETER, � ' � { � •�° FHA-�iNE�. �" � :. ' YA i ' � COUPLING GUARDL1 �' BUTTERFLY VALVE I f j SERVICE/SHUTOFF PILOT SOLENOID VALVE GATE V 1 _ llNION(TYP.) FLEXIBLE CONNECTION PILOT GAS PRESSURE REGULATOR PRESSURE G AGE BASE MOUNTED END SUCTION PUMP, SEE SCHEDULE Imp SUCTION DIFFUSER PILOT SHUT-OFF VALVE BURNER H - -" INCOMING GAS LINE � ' ROOF MOUNTED MANUAL AIR VENT SEAL ALL PIPE I PUMP ISCHARGE I PENETRATIONS ° MANUAL GAS SHUT-OFF VALVE I lwr _v4A I EXHAUST FAN LINE JNER A PAU . SUPPORT BY MECH. CON TRACTOR .. sr .. UNION � � OW WATER OUT -OFF^ :. 1 1/2 TO 2 GALLON . � I GAS PRESSURE REGULATOR ,.. FEEDER, HOT —DIP , : .�, .: � _ . '. ..: ..' r .r ,, .,'. ... ` MOTORIZED AUTOMATIC GAS VALVE'., PIPE TO FLOOR DRAIN BIRDSCREEN GALVANIZED .. ;'',� ARROW INDICATES' REFER TO ARCH. FOR CURB, BURNER CONTROLS a DIRECTION OF AND L TEEL SUPPORT DETAIL ROOF SYSTEM. REFER TO LEAK TEST VALVE SEAL ALL AROUND REFABIRCATED `� :: FLOW �� ROOF CURB BUTTERFLY GAS VALVE WITH BLOW DOWN .DRAIN AND VALVE. <, ROOF t LfNKAGE TO FIRING RATE MOTOR iJJ PIPE TO FLOOR DRAIN ,; 1 t I RAFM:)U ' P/ PBiCE • W. PALLES 427 C(111(Pi'OM1E MOLE, 911E 14M KTAMWX VNW1 , RMN 3M ...:(IOA.liKra.... • • N t ! 3l M5011 �z r r 1 S r {ny Y vE'Hr' ✓ >�Y 'E I- 'ii^.: ,r , .. .4 r^•'i:f , R:.. ' + '"1 " Syr t,% 'L*". !; r as �':4 T 1 .BEd' y" e+e.. s + ;•L- s. :+a .� t7 d r.... '.. ,. M, n d=.: 'r... .,,... .. c '. ... V .... ..i.. , I' ..f r •. _ .... .. '.�r i'.. �Y%^%, .:� I �1 k....... '. as. _v�._, �{.d�i..uw::aYX6uwn. ..._W,,.O�.MT may.......[�..a.'�6`%I�mr�t...n"fr>x�•rRR�, �._.. i„`+a.... b.. iH.�..,Pk , OR AT PUMP SCHE ryR ULL� k T + 5. DESIGNATI SERVICE-' FAN CFM OUTSIDE E.S.P. SUPPLY AIR IN we FAN MOTOR COMPRESS COOLING CAPACITY COND. WATER (COOLING) HEATING BASIS OF DESIGN NOTES H.P. V H RLA LRA V PH MCA MOCP CAPACITY MEIN SENS. MBH EER GPM ENT'F OTF LP FT HD MAX. C ACITY MBH COND. WATER T'f COP MFG. MODEL NO. AC 150 0.5 1 2 206 11.1 75 208 3 17.8 5 41.5 3 8 12a8 10 86 10 20 5 70 4.3 - FHP 1 2 - 0. 3 4 208 3 19.1 123 3 29.1 45 68.0 51.5 12.5 16 6 10 2.0 70 4.6 P 70 1 0. 3 4 3 12.9 91 8 3 1.3 48.0 38.2 12.2 12 86 10 0 .0 7 4. FHP EM048 1 4 700 0.5 3 208 3 2021.4 20130 208 3 57.2 70 140.0 109.2 11.5 35 86 10 20 1174.0 70 4.2 FHP EM140 1 A 0.7 5 08 3 2034.E 20193 0 3 92.0 125 264.0 191.0 11.7 65 86 10 20 1.5 70 4.1 FHP DWH26 1 2 0.7 5 208 3 2054.E 034. 20 3 92.0 125 264.0 191.0 11.7 65 86 10 20 1.5 70 4.1 FHP 2 1 2 3 --- 0.3 1 4 208 1 9.4 49 208 1 13.6 20 24.0 14.3 14.0 6 86 0 20 0.0 70 4. FHP 4 1 2 3 --- 3 1 4 208 1 9.4 49 208 1 13.E 0 24.0 14.3 14.0 6 86 10 20 0 70 4.6 P E 24 UNIT A 1665 - - 0.5 3 4 208 1 19.3 102 208 1 29.3 45 48.0 38.2 12.2 12 86 10 16 W.0 70 4.6 FHP EM048kt 1 - AU p 1680 --- 0.5 3 4 208 1 1 19. 102 208 1 29.3 45 48.0 38.2 12.2 12 86 10 16 $8.0 70 4.6 FHP I EM048 1 2 3 6 1680 --- 0.5 3 4 08 1 19.3 102 208 1 29.3 45 48.0 38.2 12.2 12 86 10 16 8.0 70 4.6 FHP EM048 1 2 3 6 UNIT 1845 --- 0.5 3 4 208 1 28.0 169 208 1 36.3 60 60.0 46r8 12.5 15 86 10 16 7.0 70 4.5 FHP EM060 1 2 3 6 NOTES: 1 2) 3) 4) 5) 6) UNIT SHALL BE EQUIPPED WITH MOTOR OVERLOAD PROTECTION HIGH AND LOW REFRIGERANT PRESSURE SWITCHES, IP NCE RELAY AND PROVIDE WITH ELECTRIC/ELECTRONIC SINGLE STAGE COOL/SINGLE STAGE HEAIIT THERMOSTAT WITH SYSTEM/ON/OFF, FAN/ON/AUTO WITH MANUAL CHANGE PROVIDE FIRE STAT/SMOKE DETECTOR 'AS REQUIRED BY LOCAL/STATE CODES. UNIT SHALL BE FACTORY ASSEMBLED AND TREATED SEACOAST LOCATION EXPOSED TO THE ELEMENTS. PROVIDE WITH FACTORY INSULATED ROOF CURB. PROVIDE WITH INTEGRAL DISCONNECT SWITCH. WATER OVER. SWITCH. r 777 BOILER SCHEDULE DESIGNATION FUEL BURNER INPUT MBH OUTPUT MBH FLUID V/PH BASIS OF DESIGN NOTES MFG. MODEL NO. B-1 NAT. GAS 1670 1370 WATER 120 1 TELEDYNE I PH1670r `:t 2 P. NOTES: (1) UNIT SHALL BE FACTORY MADE SUITABLE FOR OUTDOOR INSTALLATION (ON ROOF) AT SEASHORE LOCATION. (2 PROVIDE ALL REQUIRED SAFTIES BY CODE AND RECOMMENDED BY MANUFACTURER. (3; PROVIDE WITH INTEGRAL CIRCULATOR PUMP 85'GPM 0 15 FT HEAD, AND ALL OTHER ACCESSORIES FOR ' A COMPLETE .INSTALLATION. +i } f AIR SEPARATOR DEVICE SCHEDULE, C DESIGNATION A,SO4",' 4{ All 0 DESIGN FLOW (GPM) 725 MAX. PRESSURE DROP (FT.H2O) 5 DESIGN BASIS ROLAITROL R-8 NOTES: UNIT SHALL BE PAINTED WITH (2) COATS OF RUST INHIBITIVE PAINT AND 0 CAST OF ENAMEL Pt_ I T. VAIN[ ANU (]) WAI Vt LNAMLL VAINI. I- Vic,Ail h Ixis'` ` „Y i s. i I f. J fr I= 4 G 4 • r4 G � Irv+ I' I' F IN PUMP SCHEDULE � I r i t .I # NOTES: 1) PROVIDE PATH OPPOSED BLADE VOLUME DAMPER. 2 PROVIDE 2024 FULLY LOUVERED FACE LAYIN MODULE WHERE LOCATED IN LAYIN CEILING. 3 NECK SIZE IS 22X22 UNLESS NOTED OTHERWISE ON FLOOR PUNS. 4 PROVIDE SQUARE TO ROUND NECK TRANSITION WHERE APPLICABLE. 5 COORDINATE BORDER TYPES WITH ARCHITECTURAL FLOOR PLAN AND REFLECTED CEILING PLAN. 6 COORDINATE FINISH NTH ARCHITECT. 7 COORDINATE THROW PATTERN WITH FLOOR PLANS. 8 PROVIDE COMPLETE WITH WALL SLEEVE AND O RDSCREEN.I 9 PRIME AND PAINT TO MATCH ADJACENT SURFACES. 10) PROVIDE COMPLETE WITH INSULATED SUPPLY AIR BOOT FOR SUPPLY DUCT CONNECTION,_ 11) FIELD FABRICATE SUPPLY AIR PLENUM BEHIN DIFFUSER FOR SUPPLY DUCT CONNECTION. 1 I, at_ it i I R a n 3 1 000PYRK'rlrr2MO TXXJ(R•AS R(R)T AkatrrFLTS. AIJ. RKiIrN RESERVED, A. NOTE: THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 626-33.007, FLORIDA ADMINISTRATIVE CODE. a �.;-i n=.., 'd t x✓I r � I ) ti.; �i[., $ �y T , yr "t;Y , s'W. ? :k. g , F w` a1u"€ Tw�d Y PROVIDE ALL CONTROL WIRING 1 1 I —II I"f/�1�.iC CLCCi`I 1 ilC.�l1L F"LU " # NECESSARY FOR OPERATION OF GARAGE tip A U SIMILAR.Lj GARAGE DOORS. 37 ./ DELAY` SHEE . _.°.... . ,. FOR SYSTEM CONDUIT i �. � y I r,§ idEN'S � IIVNII � I £r i � ��„ l i .,, �r�f� 41 /rl��l {✓✓�TV1 "F• �—r )1 f A � i- -� t 1 �\X l� 1 �- 1 , 1 ( i � s . 1 OFF DELAY r.. a (10 15 MIN) � t .';. `\ � ✓ I I I ID pr � of I W 4 I I ASSOCIATE! INC. DRAWN B.C.F. cl1rcKr.D TBA AS r7.410 REVISIONS NOTE: FIRE ALA SCHEDULE __,,,__,,.__,,,� THESE DESIGN PLANS AND SPECIFICATIONS I 1 ARE IN COMPLIANCE WITH THE STANDARDS 1_ ESTABLISHED IN SECTION 62B-33.007, SYMBOL DESCRIPTION CATALOG NUMBER s6�AFF i \ F FLORIDA ADMINISTRATIVE CODE. 1 `\ F❑ PULL STATION SIMPLEX 2099-9795 i '\ (DI SPEAKER SIMPLEX 4902-9705 JJ M s L SPEAKER STROBE SIMPLEX 4903-9146 A / ) QCOPYRIGITF 20W �,.b, DOUGI.AS ROOT ARCRDECI5. L ' STROBE SIMPLEX 4904 9112 �' � ( 5 ALL Rlcxrsnes>:Icvm. ❑H HEAT DETECTOR SIMPLEX 4098-9731/ 098-9781 SD SMOKE DETECTOR SIMPLEX 4098-9701/ 098-9784 D� DUCT SMOKE DETECTOR SIMPLEX 4098-9703/ 098-9701 ® RELAY SIMPLEX 2088-9007 aF FlREMAN'S PHONE SIMPLEX 2084-90010 QI o ® ELEVATOR WARNING LIGHT SIMPLEX 4904-9137 04Bp BEAM DEFECTOR SIMPLEX 2098-9207 Hl 0 28 WSHP-2 ]SX8lOL1 UNA- Hl ! '\ti men FS FLOW SWITCH SUPPLIED AND INSTALLED BY,, 26 tNf " � `' ^^ ITS TAMPER SWITCH SPRINKLER CONT CTOR, ! ` ,�3:15 `\4 LJ 0 �' 0 n v3 r--L------ ---ter ATS a i ---------------- CONNECTED BY 1CAL ! - �` .H. z H2 18 CQ CONTRACTOR ` PROVIDE /' = W FOR FUTURE ! 20 P ViDE O �.INSPECTION WELL ! { 22 z J / H1 11:1❑3 RANGE SP. f ! INSPECTION WELL ryf , z 1 lJ FIRE ALARM CONTROL PANEL SIMPLEX 4100-VOICE M H � - ji i '��i METER CENTERryry EM-T{1 U 1 i 12 I Q TELEPHON 0 EF-1 M 10 I;a ^-__- SA N - WP GFl \ 1314 i '� ( W I Q Q H1 3/4"C !m ) 8: i 12 i ; U �' Ca0 1 \\ SUBSCRIPTS ® g H1 H1 F ; a r VERI WITH RINK044 1 WP: WEATHERPROOF i F s EMM CONTACTOR FLOW ND n:1s 26 \ H1 i Q U ua E: ELEVATOR i T9MPR..SW7LCHES_. _ I H1 AC-2 i O w r Z U DOMESk 6 MM 1.3.5 PUMP ROOM H2 �, Hl 16 ~ O W WATER Pi1MP Hl i 1 F 1 r 1:3: 5 i Z ra a � RETP MP /GFl.• • L I i ��� O i 1 _ ® 80 26 i WSHP-120 c 2s�: M�3)-250 MCM, i3G, 2-1/2-C H2 _ a , "t .. ._..._... 42 H2 F DSC w. ATS ppR 1 28 FIRE PUMP GENERATOR IRRIG. ❑ Hl CONTROLLER EM ANNUNCIATOR TIMER 1 1 STANDBY r'` PANEL;y I M A -1 Hl GENERATOR EH1I 28 ❑ 1 . \\ ® 0 26 s `\ WP/GFI WP/GFl \\ i FOUNTAIN 28 PUMP 30 20 30 ! \\ 121 H1 6 _ �y� -4 0 H EF- i i ;, 14 12 14 14 1 =G SEE TRASH REC LING FANN 0 i ` r r I WIRING DIAGRAM 8:10:12 \ , ^ _ 1"C RISER FOR F i [3 J-BOX FOR FA \ II : J-BOX FOR FA �- F >1 EH1 ELEVATOR WARNING II Top WARNING LIGHT FS SATELLITE FEED i E r PROVIDE BOX F 30 ` �I , EACH FLOOR 0 - ------------------- 11J i 30 _ ® i i u i p I II F 14 i I MVD UP TO'EF-6 r , t4 4 _ ------'-----_ ___-._ ON ROOF .,__ a -1i .- I. H I if TO TEL BOARD ---- -__-__ -_---_ F it i-1 2 C I s- EMPTY CONDUIT {2 ; — UP TO L� ROOF EH1 ----- (TYP AOR 5) Q ta/] it ------ - z -1F- I i i ENTRANCE DOOR CONTROL x I` L I 1 1 i _ U 1 I 1 .I i 1� rvvv 1 r� �� 1 rrlvvV I 1 i q 1 i♦\� i \\1! I♦ r I t i I V 1 1 Ir ♦ r \1r al I 1 i vv rr i v"%� i vvX i i i N I I Irr. `iirr ��♦ir� `\I i I I 1 I i i VERIFY ALL ELECTRICAL REQUIREMENTS FOR KITCHEN, HVAC, WH, SAUNA, PUMP 1 i 1 & SF. EF EQUIPMENT. 0A AADO • Fr: P6KW • W PALA/EEApf 427 CENIFRPCINTE CIRCLE: 4111E 1M ALTAMONTE 9RN S. FL016DA NM (407) 42-5110 FAX (40 332-7704 131 N. 2ND ST., SATE 20B, FT. MUM RCRDA 3490 (407) 44-1165 FAX (407) 466-1164 2809 FOPEST HILLS BLVD, 4117E 225, NEST PALM BEACH, FLORDA 33406 (407) 96.1._9800 FAX (407) 434-7745 DRAWN B.C.F. CHECKED TBA DATE. 02/01/01 SCALE AS NOTED JOB NO. SHF.F.T SI IFF.TS A EE l iNC I • \��/ a222 ■ � � � t\ .>(�k ' • � �\ : DRAWN B.C.F. E20 \71 OF \ :. L m I` i •is' - \tsMMsyy �I w .e..1C • w PAIL FAX (407) 4 157 PF O �D z U O� Y Y o � M M 1p Ld Q � h O F- U ryU z z W z U� cr �o � Ow 0 < Q L = z" o� U � � a ua ) f i 1 GENERAL NOTES: 9 - ELECTRICAL CONTRACTOR TO VERIFY ■ ALL ELECTRICAL REQUIREMENTS FOR AC, WH, AND KITCHEN EQUIPMENT BEFORE INSTALLATION. - WHERE PERMITTED BY CODE, 15A DEVICES ARE PERMITTED IN UNITS. 1 tt A�i ka I( RECEPTACLE FOR MICROWAVE i I— ELECT. PANEL 6 D 0 SERVICE LOAD CALCULATION OPTIONAL METHOD L Nn A B,C,D M RV -LE LOAD DESCRIPTION LINE NEUTRAL 220.32 GENERAL LTG. LOAD = 3W/FT2 X 2200 6600 6600 220.30 SMALL APPUANCE = 2X1500W 3000 3000 LAUNDRY CIRCUIT 1500 1500 220,30 ELECTRIC RANGE IOKW 10000 10000 WATER HEATER 4.5KW/240V (CONTROL WH)4500 DISHWASHER 1.2KW/120V 1200 1200 CLOTHES DRYER 54(W/240V 5000 DISPOSAL .864KW/120V 864 864 MICRO 1200 1200 AHU FAN 1680 - SPA 1920 - TOTAL "OTHER LOAD' APPLICATION OF DEMAND FACTORS 37464 24364 FIRST 1OKW OF "OTHER LOAD' 0 100% 10,OD0 10,000 REMAINDER 0 40% 10985 5745 220.21 HEATING OR AIR CONDITIONING 220.30(4) (AIR CONDITIONING NEGLECTED) HEATING 8KW 8000 - SERNCE LOAD 28985 15745 SELECTION OF SERVICE EQUIPMENT TABLE 310.16 1. SERVICE RATING - 28985/208V = 140 AMPS NEUTRAL - 15745/208V = 76 AMPS 250.23(b) 2. SERVICE ENTRANCE CONDUCTORS: (2)-1/OTHW CU k (I)A1THW CU 230.90(0) OVERCURRENT PROTECTION DEVICE AND DISCONNECT: USE 150 AMP DEVICE. LOAD CENTER A,B,C,D RATED VOLTAGE 120/208V-10-3W-SN LOCATION_ LAUNDRY ROOM RATED AMPS 150 MOUNTING_ FLASH DEMAND KVA 33 GFI CIRCUTS AS PER PLAN BRANCH CIRCUITS 42/PLUG CAT NO. -- -- LOAD BRKR Z � Z trs BRKR LOAD DESCRIPTION a fr N a N � o a Er DESCRIPTION SPA 20 2 3 4 2 (10 RANGE UGHTING, RECEPTS 15 1 5 6 8 2 30 Wl LIGHTING RECEPTS 15 1 7 UGHTING RECEPTS 15 1 9 10 12 2 60 AHU UGHTNNG RECEPTS 15 1 11 UGHTING, RECEPTS 15 1 11 14 16 2 30 DRIER UGHTING RECEPTS 15 1 15 UGHTING RECEPTS 15 1 17 10 1 20 DISHWASHER LIGHTING RECEPTS 15 1 19 20 1 20 DISPOSAL 1 20 MICRO 1 20 REFRIG. 25 26 1 20 KITCHEN REC. 1 20 KITCHEN REC. 29 30 1 20 KITCHEN REC 32 1 20 KITCHEN REC. •31 1 20 EXHAUST HOOD 35 36 1 20 WASHER 37 38 39 41 4 ■ • \y . h 3 • 29"AFF 3 GFI �. 2 ■ 18-1 /2'-�/� O RECEPTACLE FOR I L/ 27' MICROWAVE L R 4' _ E0. EQ. DW I -� GFI f� RANGE 24* / — 1 CENTER 3 BETWEEN 1' 0 SOFFIT AND bISP CABINET 28" �' �I 1- 0 3' ■ 31" 4GFI i 1 . ( C '-j= ELECT. PANEL --- -- OB ■ sO4 ■ DRYER II WASHER 3 0 • T-- - OB 0 SD = I � � } —r, • j" AHU W INTECRA till ■ ■ ■ ■ f ■t ( 1— ELECTRICAL FLOOR PLAN - UNITS A CAVA TYPICAL FLOORS 2 THROUGH 11 SCALE: 1 /4" = 1'-0", J - 3— - » _- WP/GFI b O !� G NOTE: THESE- DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. SHIELD FROM BEACH �ON MULLION O�ON MULLION lW� `—� - — ON 12'-0 FLOOR O RECEPT. / d- O SHIELD FROM BEACH I I Ili I' 11; I TV w■A71J 7MK.1 ElIMPAMM ON-AADO ' FT FEFCE • W. PAWAIIEAM 427 CENTERPMIE CIRCLE. adTE IM ALTAMONTE 4PRWM nbM 3M (407) 332 5110 FAX (407) 332-T204 131 K 30 ST., `SATE 206, FT. P■RCE, fl OlWA 34M6 (407) 4" 1163 FAX' (407) 466-1164 26■9 FtlRST HILLS IKM)., •HATE 2M WEST PAW BEAOI, FLOWA 33406 (407) 963 "GO FAX (407) 434-T745 __ REVISIONS fD V0PVRRarz Zap IR)I I(ILAS ROUT ARCI I FFI9"R. AIL RKii ITS RESERVED. I. (() Ld 0 O 0 �- z �U z LLJ c J Z �U � 0Q w 0 ~ c� Q DRAWN B.C.F. CI IF.CKFI) TBA DAI-F 02/01/01 SCAI.Ii AS NOTED JOB NO. SHFFIF ME302 OP SIIFFTS FROM INK:r A - UNITS B C * , SCALE: 1 /4" = 1'-0" _ 1< �F 9� 01E DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. 427 131 K 3ND ft. 3i of fa Tr (" 400-1165 FAX 29a9 FOREST 11tS S.W.. SATE 225. TA (407) 903-M FAX SPRINGS, FLORDA 32701 t-7704 34945 li FLORVA 33408 t J .. Q� a- Q CCU � Qo �Q Ow O � zu U � � d a Oa wz IAA A$ SIIf.I:7S ASSOCIATES INC. p t }t � YK�4,�.wF r. ,f A �• 'Ax ` rk r • .. s , � ^( �� � rif t.. y i I GENERAL NOT _ TRI ELEC CAL CONTRACTOR TO Vt, 1.,... ALL ELECTRICAL RE UIREMENTS . i AC, III AND KITCHEN EQUIPMENT ,,. -: A I BE FORE INSTALLATION. _ F � .� < <a k t - WHERE PERMITTED BY CODE, 15A DEV CES w � ARE�°• PERMITTED IN UNITS. r SF.y s'�. u�a`R1 a s+ ie*eotIiON MULLION k / n, ON NUWON G} � U I WP GFl ! a. 1 a w 4 L ,I EQw f4.. I r' ApCROW" k e t .'$.A 4 r i K tl 1. e s 4 v 4. 1 ' I t { S Y ,p I „ r s 41 V�tll lV� ` I , IIV�r� tf 1 , RECEPTACLE FOR LNTS AAC D R ! MICROWAVE J. 1 , ' 1 Y � M RM LOAD DESCRIPTION LK NEUTRAL 220.32 GENERAL LTG. LOAD = 3W/FT2 X 2200 6600 6600 220.30 SMALL APPLIANCE = 2XI50OW 3000 3000 LAUNDRY CIRCUIT 1500 1500 + - 220.30 ELECTRIC RANGE IOKW 10000 10DOO _ WATER HEATER 4 5KW/240V (CONTROL WH)4500 DISHWASHER 1.2KW/120V 1200 1200 CLOTHES DRYER 5KW/240V 5" - DISPOSAL .864KW/120V 864 864 MICRO 120D 1200 AHU FAN 1680 - ► ` SPA 1920 - �. JACUZZI 4500 - TOTAL "OTHER LOAD" hm APPLICATION OF DEMAND FACTORS 41964 24364 PANO. FIRST IOKW OF "OTHER LOAD" 0 100% 10,000 10,000 220.21 REMAINDER 0 40% 12785 HEATING OR AIR CONDITIONING 5745 ' 220.3D(4) (AIR CONDITIONING NEGLECTED) .i HEATING IOKW 10000 - "Tr SERVICE LOAD 32785 15745 1 ` SELECTION OF SERVICE EQUIPMENT TABLE 310.16 1. SERVICE RATING - 32785/208V - 158 AMPS NEUTRAL - 15745/208V - 76 AMPS ' 250.23(b) 2. SERVICE ENTRANCE CONDUCTORS: (2)-3/OTHW CU & (1)/1/OTHW CU 230.90(0) OVERCURRENT PROTECTION DEVICE AND DISCONNECT: USE 200 AMP DE,CE. t i •, � D j 4 ,� i 2 M LOAD CENTER A,B,C,D (Pd RATED VOLTAGE RATED AMPS DEMAND KVAti BRANCH CIRCUIT$ 42 C ( - LOAD BRKR " � a � M z DESCRIPTION I loll EEFJ OEM mmo o©m mmo m 0 mom IN mmm mmm Man � cnn��.al ��F� Fhm�� Ali +sr" � •� IR UNITS A SCALE: 1/4" = 1'-0" I RANGE L 1 CENTER BETWEEN SOFFlT A ND 26" CABINET xs; , 31" is, 0 0 ET\ NOTE: THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINIST E. ---:_ AI I I ov u 1O W A z a z W O x U H O x f-; Itq T Y: 4 x .�.. F � �Ok }J J1 �'W SERVICE LOAD �+ 3� 15745 I SELECTION OF SERVICE EQUIPMENT ' TABLE 310.16 1. SERVICE RATING - 32785/20BY = IS&S �M NEUTRAL - 15745208V = 76.AMP5 2502 b 2. SERVICE ENTRANCE CONDUCIORS TH 2E-3D WCU& (1)P/OTHW Cu 23090(a) �. OVERCURRENT PROTECTION DEVICE AND DISCONNECT: '. :: ;USE 200 AMP DEVICE.. I k r1' y I h,� q r .]r I 4 It r 4 k M � . LOAD CENTER A, L� C t JPaid OUSE ) � .,~.... .+ !, RATED VOLTAGE _ 1 VI LOCATION LAUNDRY ROOM RATED AMPS MOUNTING FLUSH ITS AS PER PLAN „0 ,,, BRANCH CIRCUITS 42 UC CAI' NO At DESCRIPTION DESCRIPTION MEN mmmm 0 i GI 1 2020 2{, id 20 IQTCM 20 35 39 41 20, rt A 4d' s Y,' r LI r f 1 4 ay r, ,N� I� r P 'B ] :12TH FL00F1 UNITS CA 4" 1'-0 / _ SCALE: 1 c � j{ Po c on a FLOM RECEPT. 3 GFl & / 79•AFF NOIQ THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRARI G GF1 D 29"AFF FROM BEACH 57" RECEPTACLE FOR F �* e e st _"♦ 'J � 1 1 ] V p �F C M1 C� LL.I O O � Z �U z LLi z 0- UU of � ry O "W 0 ~ CJ ry a v� �o- o � � o � M I tn Vl to V m„in c yr i V_ V V V V V L_J HZ 200 200 150 150 150 150 MAIN BREAKER MAIN BREAKER 150 150 150 150 200 200 L 1000A 1000A 0 0 0 0 0 0 TRANSFORMER (g2M2150VH O 0 1O 10 f5O0 150 150 150 1— 1— 1— 65 KAIC) 0 0 0 0 65 KAIC 65 KAIC 0 0 0 0 0 0 Q H1 TYPICAL 150 150 1 150 150 150 (VERIFY WITH FP&L) (VERIFY WITH FP&L) 150 150 a 150 150 150 150 0 0 0 O 0 0 0 „ L1 150 150 150150 D EZM 321000R SO. D EZM 321DDONR 1D 150 150 1 ..: e a r f d r� i k v- Bryn 5 t gbr YF f a d a r 1 I 1• k, I 31 m, ( v" W'Y :.. N „ ,:: ..F -.., ..• � j: i 4 e— av ..::. '. ,. .._ � I 'w ? Y J i yys : ,j,. ``.Pi,' v 4 ,. .. ..., s x. . , ..; a a , ry .,- .: .':.. ... -. 5F .. , ry e a_. .. _.,.. , q,..=.. tka �'•�` k • .... . ,Y".w] -:e. } 2, .: r , .,..;, , , d... w`•. #{w.. �'"k..Ym n ry a. } s� +d'S � }..'. :3G v.. k,r �,., a., ,. urc- 'piar ,gyp. c="" p ti��=,. ., +' i `- ie P 4°_y =A"' si 1 J.,'�g;aY'" ,.e..F Y}, e M 'G?� ,�,•a ",; .�., ,'.d. .v�• 4 , ,'.#': g',a`j :;ram w", (PANELS SEE SCHEDULES) r EHt 225E3 - 7.5HP 50/3 DOMESTIC WATER PUMP 7.5HP 50 3 DOMESTIC WATER PUMP P } TOR IN Y ELEVATOR THESE DESIGN PLANS AND SPECIFICATIONS (ALL WIRING AS PER ARE IN COMPLIANCE WITH THE STANDARDS .ELEVATOR SPECS),4 _ ESTABLISHED IN SECTION 62B-33.007, FLORIDA ADMINISTRATIVE CODE. WITH (4) 250 MGM CU IN EACH ATS 1-1/2-C 12TH FLOOR 1OTH 9 FLOOR 7TH FLOOR 4TH FLOOR 2ND FLOOR SWITCH r (1) CONDUIT F (3) 400 MCNI CU IN 3 C x"w' N1TH INTECRA � 001-M& r "wm N DISCON a5 t µ Lu" Sv h .}y 4 •Y t: e . „. r s noma' 332=&tO FA% (407) 3U-M to K bD ST., 544E ID4 FT. FEROE, FLORUMA 34 (� 466 =. nas FAr.. .(w7) 4as-na4 209 FOI UBLVD. �Rh x�x +sPALM eua. rLoaw &Mae (407) 963-18M FAX- (407) 434-7716 Z o � �rn C� C%) �C) mm M �D ^ �. LLI �D �0 O 0 f- z No* U z W �- Z <_ CL LL, �U Qo 0 �� 0 U u, x Lli U U � 5 Q Q„ 0 °# i1.ombMake z. . slirrr 401 SnFFis rr r "3/4C (TYPICAL) � F j? ,* d J k i I , l A 3 4 ICALi C ( ) i ;r k l la ELEVATOR WARNING LIGHT HP HP ELEVATOR WARNING LIGHT 1ST AND 2ND FLOOR (TYPICAL) 1 2 1ST AND 2ND FLOOR (TYPICAL) x D D D D a F TO FLOW AND TAMPER R R SWITCH IN PUMP ROOM RELAY FOR ATRUIM SF (VERIFY WITH SPRINKLER CONTRACTOR ) B— F H H -C3/4 M" d R FACP TO FLOW AND TAMR WITCH ON f' S AA 1-1�2'C 1 s t T ti. r M �dwP.. . �`^A ki .-- S .. ♦ � t?%Y�..Y� u3a'"'S' :� ^�l°L � ,. .. .A'? u - .. . .'i'o �-r.�4 ., a, �". ,. k f i'd y , ... RELAYS FOR ` a ATRUIM EXHAUST kir, t 5s 2 & l R R D D 4 J 3/4"C77 „ y 4 y +k �M J L, �ir•, i T�. '{Yf'ioi r� RELAY FOR P TV & TELEPHONE BOARD lb TYPICAL PER TYPICAL PER Al TYPICAL PER APAI r--1*C TYPICAV; TYPICAL PER APARTMENT OF FACP ♦ OFFICE BAR y PHONE JACK IN STAIRS PHONE JACK IN ELEVATOR ROOM--� 1 l THM, DESIGN PLANS AND SPECIFICATIONS A COMPLIANCE WITH THE STANDARDS E LISHED IN SECTION 626-33.007, FLIA ADMINISTRATIVE CODE. PHONE JACK IN STAIRS ,--PHONE JACK IN ELEVATOR ROOM mall ROOF PHONE JACK IN VIIIIIIIIIIIIIATOR CAB 12TH FLOOR 11TH 8TH 4TH FLOOR 3RD FLOOR 2ND FLOOR V / ^—j LL C�^7 V Ld C O Q L.I J Q l_L_ <I U OF NO. 20 1 20 1 MINIMUM BREAKER AIC MOUNTING SURFACE NEMA 3R LOAD DESCRIPTION � mmm® 11 ,• •1 MMI 1 ==®m f° ==WZ "�i I Aiwt °-a, "i, 731 r ®M Ta ®M s., • `.. ��smom•m��aa • MOTORS 40 9.4u, 1, ZJ3' EQUIPMENT 88.? t,0 66.7 APPLIANCE 0.0 0.75 0.0 'SP SPACE 0.0 1.0 0.0 0. 0.0 1.0 0.0 91.5 91.9 PANEL EMS -MAIN SERVICE 120 208V-30-4w-SN MINIMUM BREAKER AIC LOCATION MAIN GTRIC _ RATING 600A MLO MOUNTING SURFACE _ LOAD DESMOM KVA CKT. NO. KVA BKR LOAD DESCRIPTION TV POL OA OB OC IA OB OC TRIP POLES 50 3 r3.00 1 2 20.00 225 3 O-PANEL EH1 E- 3.00 3 4 20.00 - - 0- E_ - - 3.00 5 6 20.00 - - 0- "'so 3. 3.00 7 8 42.00 500 3 0-PANEL EH2 TI - 3.00 9 10 4200 - - 0 3.00 11 12 42.00 - - 0- SPARE 50 3 13 14 2.00 30 3 O-JOCKEY PUMP ' S- - - - 15 16 2.00 - - 0- S- - 17 18 2.00 - - 0- jl !Or 1 19 20 - 20 1 - - 2122 - 20 1 - - 23 24 - 20 12526 - - 20 - 27 8 - 20 1 F11 - . 29 3U - 20- 31 32 - 20 1 33 34 - 20 1 - - 1,20 1,- - 20 1 - x .>, 20 1 - - 20 1 - - 20 1 - 41142 - 20 1 - TO1LS 6.0 6.0 6.064.0 64.0 64.0 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 0.0 1.25 0.0 x - RECEPTACLES 1$T 1p 11YA 0.0 1.0 0.0 RECEPT S - AT10 10 KVA 0.0 0.50 0.0 0 0.80 0.0_EWPM -- T 1&0 1.0 18.0 APPLIANCE 0.0 0.75 0.0 .ARE ACE 0.0 1.0 0.0 ' 20 1.0 192.0 I 1 SERVICE t2o/2o6v-30-4w MINIMUM BREAKER AIC t0,000 A . JINNE RATING 100A MCB MOUNTING - SURFACE NEW 3R r- et(R KVA CKT. KVA BKR LOAD DESCRIPTION POLES OA OB OC NU. OA O8 OC TRIP POLES Y' T. 20 1 1.35 1 2 1.35 20 1 O-LIGHTING & RECEPT. O-LIGHTING & RECEPT. 20 1 1.35 3 4 1.35 20 1 O-LIGHTING & RECEPT. O-LIGHTING & RECEPT 20 1 1.35 5 6 1.35 20 1 O-LIGHTING & RECEPT. 0-LIGHTING & RECEPT. 20 1 1.35 7 8 1.35 20 1 O-UGHTING & RECEPT. 0-LIGHTING & RECEPT 20 1 1.35 9 10 1.35 20 1 O-LIGHTING & RECEPT. 0-LIGHTING & RECEPT 20 1 1.35 11 12 1.35 20 1 O-UGHTING & RECEPT. O-LIGHTING & RE 20 1 1.35 13 14 1.35 20 1 O-LIGHTING & RECEPT. 0-LIGHTING & Rl 20 1 1.35 15 16 1.35 20 1 O-LIGHTING & RECEPT. T 0-LIGHTING &RECEPT 20 1 1.35 17 18 1.35 20 1 0-LIGHTING & RECEPT. 0-LIGHTING & RECEPT' ; 20 1 1.35 19 20 1.35 20 1 O-LIGHTING & RECEPT. '- 0-UGHTINO' REGEPT `d 20 1 1.35 21 22 1.35 20. 1 0-LIGHTING &RECEPT. SPARE 20 1 1.00 23 24 1 11 SPARE 5 � r: S� 1* 4 CONN. LOAD+ A`` - KVA NOTES: - 1ST 10 KVA 0.0 1.0 0.0 t"a - ABOVE 10 KVA 0.0 0.50 0.0 po 0.80 0.0 a , 1.0 0.0 �'t"Ih. 0.75 0.0 ,rysi4rly� 1.0 2.0 H-2 SERVICE 120/208V-30-4W-SN MINIMUM BREAKER AIC } PANEL R LOCATION MAIN ELECTRIC RATING 225A MOUNTING ROOM NE r, :F LOAD DESCRIPTION BKR KVA CKT. NO. KVA BKR LOAD D, TRIP POLES OA 0B OC OA OB 9C TRIP POLES L-SITE LIGHTING 20 1 1.50 1 112 9.00 100 1 3 L-SITE U TING _201 1' 1.50 3 4 9.00 - - 0�.': '` r• ."I L-SITE; ` 1.20 5 6 9.00 - - 0- ", L-SITE LIGHTING 1.50 7 8 9.00 100 3 O-PANEL G2 L-SITE LIGHTING 0.70 9 10 9.00 - - 0- L-TENNIS COURTS 20; 2 1.50 11 12 9.00 - - 0- t . L- - 1.50 13 14 0.40 20 1 0-CABANA L-TENNIS COURTS *1 2 1.50 15 16 - 20 1 - L- - - - 1.50 17 18 - 20 1 - L-POOL LIGHTS 201 1 1 1.20 19 20 - 20 1 - L- POOL DECK LTG 30 2 240 21 22 - 20 1 - L- - - 2.40 23 24 - 20 1 - E-POOL EQUIPMENT 30 2 2.40 25 26 - 20 1 - E- - - 240 27 28 - 20 1 - E-SPA EOUIPMENT 30 $ r 2.40 29 30 20 1 - E- - 3132 - 20 1 - - 20 33 34 - 20 1 - - 20 1 - 35 36 - 20 1 - 20 1 - 37 38 - 20 1 - - 2D 1 - 39 40 - 20 1 - - 1 - 41 42 TOTO 16.5 8.5 9.0 18.4 1&0 18.0 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 18.4 1.25 23.0 RECEPTA - 1 '10'KkA 0.0 1.0 0.0 RECEPTAis- A80VE 10 KVA 0.0 0.50 0.0 i; MOTORS 0.0 0.80 0.0 EVEN 9.6 1.0 9.6 0.0 0.7 0.0 WE 0.0 1 i - 0.0 0111ER 54.4 0. 43.5 TOTALS 8214 il j 76.1 1 PA EH-1 LOCATION MAIN ELECTRIC ROOM SERVICE RATING 120/208V-30-4w-SN 225A MINIMUM BREAKER AIC MOUNTING SURFACE LOAD DESCRIPTION BKR KVA CKT. N0. KVA BKR LOAD DESCRIPTION TRIP POLES OA OB OC OA OB OC TRIP POLES COM. AREA 2ND/3RD 20 1 1.20 / 1 2 1.20 20 1 COM. AREA 2ND 3RD COM. AREA 4TH/5TH 20 1 1.20' 3 4 1.20 20 1 COM. AREA 41H/5TH COM. AREA 6TH/7TH 20 1 1.20 5 6 1.20 20 1 COM. AREA 61H 7TH M-ENTRANCE GATE 20 1 1.00 7 8 1,29 20 3 M-SF-4 M-SF-3 20 3 1.29 9 10 1.29 - •- M- M- - - 1.2y 11 12 1.29 - - M- M- - - 1.29 13 14 1.20 20 1 E-AUTOMATIC DOOR ENTRANCE SPARE 20' 3 0.40 15 1.00 20 1 L-FIRST FLOOR LIGHTING S- - - 0.40 17 T2O1.00 1.00 20 1 L-STAIRS S- - - 0.40 19 20 1 L-STAIRS L-LIGHTING BATHROOMS 20' 1 1.40 211221 0.20 20 1 E-MVD SPARE 20 1 - 23 24 - 20 1 SPARE SPARE 20 ! r 25 26 - 20 1 SPARE SPARE 20 1 - 27 28 - 20 1 SPARE SPARE 20 1 - - 29 30 - 20 1 SPARE SPARE 20 1 - 31 32 - 20 1 SPARE SPARE 20 1 - 33 34 - 20 1 SPARE SPARE 20 1 - 35 36 - 20 1 SPARE SPARE 20 1 - 37 38 - 20 1 SPARE SPARE 20 1 - 39 40 - 20 1 SPARE SPARE 20 1 - 41 42 - 20 1 SPARE TOTALS 3.8 4.2 2.8 4. 33.6 3.4 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: 1 LIGHTING 4.4 1.25 5.5 RECEPTACLES - 1ST 10 KVA 0.0 1.0 0.0 RECEPTACLES - ABOVE 10 KVA 0.0 0.50 0.0 MOTORS 8.7 0.80 6.9 EQUIPMENT 1.4 1.0 1.4 APPLIANCE 0.0 0.75 0.0 SPARE/SPACE 1.2 1.0 1.2 OTHER 0.0 1.0 0.0 TOTALS 15.7 1 15.0 PANEL G-2 LOCATION- GARAGE j0 EXTERIOR 120/208Yl� •.� MINIMUM BREAKER AIC 10,000 �iI 100A lrl0UNT1 G SURFACE ilAli �` e �' " LOAD DESCRIPTION BKR KVA CKT. IfYA' LOAD DESCRIPTION TRIP - IPOLES OA 1 OB - 0C NO• OA OB OC 0-UGHTING & RECEPT. 2(i 1 1.35 1 2 1.35 O-LIGHTW At RECEPT. 20? 1 1.35 3 4 1.35 20 1 O-UGHING & WCEPT, 0-UGH do RECEPT. 20° 1 1.35 5 6 1.35 20 1 0-LIGHTING & ftWT. dt RECEPT 20 1 1.35 7 8 1.35 20 1 0-UGHTING & PAM O-UGR , +* RECIEPt., 20 1 1.35 9 10 1.35 20 1 O-LIGHTING & 0-LiOi{ & KIM 20 1 1.35 11 12 1.35 20 1 O-LIGHTING & & WWI 201 11 L_ 13 14 1.35 20 1 0-LIGHTING & RECOMll Ol 01 RE 1.35 15 16 1.35 20 1 0-LIGHTING & RECE d4 RE T. 3211 1.35 1718 1.35 20 1 0-LIGHTING & RE 1.35 19 20 1.35 20 t O-UGHTING & RECEP , 1.35 21 22 1.35 20 . ,6rrAt . 040TING & RECEPT. 11 LOCATION ------------------ PANEL H SN MINIMUM law 11 �' {�K. �OTING " .limi �,wt' amlFiMsmA:. IMP Fe `r a mo�a�mm■� 111, as mo��a • m'���j�~.11 ae • 1 � 11 ®1 11 •:/ Mf 1 • 1 •..., 7' � ws ®1 1 1 Lal a .. 1 PANEL EH-2 LOCATION ROOF _ LOAD DESCRIPTION SERVICE _ RATING - BKR KVA TRIP POLES OA OB 120 20aV_30-4w_SN 600A T. KVA OC NO• OA OB MINIMUM BREAKER AIC MOUNTING SURFACE NEMA 3R BKR LOAD DESCRIPTION I OC TRIP IPOLES COM. AREA 8TH/9TH 20 1 1.20 1 2 1.20 20 1 COM. AREA 8TH/9TH COM. AREA 10TH 11TH COM. AREA 12TH 20 20 1 1 1.20 0.60 3 5 4 6 1.20 0.60 20 20 30 - 1 1 3 - M-EF {Amm M- M-EF-Ai A2 A3 t 20 1 0.80 1.00 7 9 8 10 2.03 2.03 M-EF-B2/63/B4/C1 C2 20 1 M-EF-Dt 2/D3/C3/C4 20 1 1.00 11 12 2.03 - - M- E -ELEVATOR 1 200 3 10.00 13 14 .40 30 3 SPARE E- - - 10.00 1516 .40 - - S- E- - - 10.00 17 18 .40 - - S- E -ELEVATOR 2 200 3 10.00 19 20 .37 20 3 M-SF-1 E- - - 10.00 2122 .37 - - M- E- - - 10.00 23 24 .37 - - M- M-EF-4 20 3 .37 25 26 .37 20 3 M-SF- , , ",• M- - - .37 27 28 .37 - M- M-EF-5 M- - - .37 .37 29 31 33 30 32 34 - - .37 - 20�f 20 1� 1 20 3 .37 - - M- - - .3 335 36 - 20 1 1 `` SPARE 20 1 - 37 38 - 20 1 r ^' SPARE 20 1 - 39 40 20 1 - 47 42 L4. -TOTALS 22.7 22.9 22.3 4.3 3.7 SERVES CONN. LOAD - KVA D.F. CALC. DEMAND - KVA NOTES: LIGHTING 0.0 1.25 0.0 RECEPTACLES - 1ST 10 KVA 0.0 1.0 0.0 RECEPTACLES - ABOVE 10 KVA 0.0 0.50 0.0 MOTORS 13.3 0.80 10.6 EQUIPMENT 60.0 1.0 60.0 APPLIANCE 0.0 0.75 0.0 SPARE/SPACE 1.2 1.0 1.2 OTHER 1 0.0 1.0 0.0 Y 41 A E n PANEL. H-MAIN - SERVICE 120 mV_30-4w-SN MINIMUM BREAKER AIC LOCATION MAIN ELECTRIC RATING 1000A MOUNTING SURFACE _ ROOM BKR KVA T. KVA BKR LOAD DESCRIPTION NO. LOAD DESCRIPTION TRIP jpDLESj OA OB I OC I OA OB I OC TRIP POLES -PANEL "H1" 300 3 28.D0128.00 1 2 67.00 600 3 0-ATS )- - - 3 4 67.00 - - 0- )- - - 5 6 67.00 - - - )-PANEL "H2" 125 3 10.007 8 - 20 11- - - 9 10 - 20 1 �uN �.u)-PANEL Y •o. "H3" 800 3 72.0013 14 - 20 1 )- - - 72.001171181 20 1 20 1 - 19 20 - 20 1 20 1 - 23 241 20 1 20 1 - 2 - 20 1 4 20 1 - - 20 1 - 20 t C`3_ "L - 20 1 - 20 1 20 i 20 1 = 20 i 20 1 - ?p 1 �� 1 h���� 1 1 FII!'I.. 1�19 I �\I l � .� $4} I �yft9$�1�•.1 IM `� -�• PLANS AND SPECIFICATIONS ANCE WITH THE STANDARDS I SECTION 628-33.007, ISTRATIVE CODE. �0 EM- MAIN EH-1 EH-2 " 127 Cfla1EAP0 R CWCIE• WT 1= KTAMW (bn UW-5110 FAX (407) E I31 M 2ND SL, %ATE 20e, FT. PEACE, (407) /b-1155 FAX (407) ,. - ... 1E09,iT!11fA1,Nki: �Mx, SLUE 11S.i9E..NY Z ko Wo O E•- z �vLLJ Z V T` 1� �. _j ly CD Ld d Ai. OQ W 0 f- Z Dar a WIF 601 OF SIIF.P�IS r � I pia NOTE: 4t '3 A V °� THESE DESIGN �� NS AND SPECIFICATIONS #' ARE IN COMPLIA CE WITH THE STANDARDS mp ESTABLISHED 1N SECTION 62B-33.007, � � `�~� �� FLORIDA ADMINISTRATIVE CODE. � 4 K 1M�TE N0. 2 WATTS 32 TYPE T8 REVISIONS V COPYRMU 2" OOOGI AS Rm r AROIm Al 1. RK111TS RESEWE � rn I I r��p V) ^ ^ 0 c W 0 �D 0Owl C� IU z z z Li cf) cl- �U LLJ �o ry OQ F- " O w wU QOW Q a o ¢� ' mz SCAIB AS NOTED JOB NO. 602 -Val ..w w.' ,.+Cj1,ggJy'" r+, - N'"rYIFLU„! 4 .... ,.s J —,,- Ate. «ueczroGsnxumiv . ,...rm'av�ex, sdnu ..J , • • ae�t�ie�" j v isse�i` .: ••, ,. , ,. --a ` a3nadmr.:aa.«tu � a�n..rrxnlramw hc�, c I ?T,140TEE, NEW CONORCTV,. j 4"-SK)E',VkLKS/ 5-VCHICLE t,IJF_ W11" 6 'x6" 1 j 13A *.W M C, 0 CO�r`ROL, oC)INT_; MAX, C.' C �P I RON, I F Ini, 'HAC X NT Sa0- 8' UA91t,17LO SU13GRAIX i.P4 41; Ai vIEHiCl .SE kREAS r ")Nf POC .." - T KSPFIALIi" 'ONCRTE PAA4_MFNI C, COQUINA 0 98% MAX Dio' 4�NStiY - 101, ,ABmZ�_D _-E, _PR LOR 40 SUBGRA& -)T WIT)IIN �Cv P/W: CONSTRUC1 2- !YPE 1, 11 IINF 7 c Lak 1 )o 11 El- IFALE DENOTF5 3AN0 f- &�;CK FA�ifR,--. -,T:? F, STL 94 tZ� �) SORC RAUF � UP 40 ) Curil,�l T ()ww P C,R PAYER 7yPZ PY,''!FRN J3loff. Tn� A EfFNERAL G,)N8TfKrrICl4 NOTE-, . I ALVI r IONA!. SK IV,, � OLTAII, S f-,E [ECPT0 RIP ON Ell, _1, THE G!)N3qAU0A SHALL L"ICK)INArE iI)N AU JT!Cr, �C, J UMJNE PO INI OF S�R,;, , CONNEcllok 41 EX12TINC UlnTZP ,. �tp 10 r4F b,lIL0llNf AEj �il,WIEPM 00A0i'iG4 F`e tITILITI BERVME E%rA,14F. 0<,AfI0N$, 51U1fr �� f90 CIJ',i!fX 3. ALL FLEVA7tO`6 SHOWN AliG IN KFEP.ENCE G IHt ANI, u05T bf, LRIFI�'f` �4 JTqA(j()N At Gfl'KJNZI BPI A'.. 4. ALL . FINISi4 AALE' Arll) CURB Vi,EVAUOH's S4OU BE 6, p411Y� AN(NICAPF, AREAS W41, NE WOJC,h 64AKI -.0 6' PV_f)A' 0, A�_t klkK�; 'rd; `,SiIK Air, ANO BASE kAIERIALS !VIN6 101HIN K�V KANTENS klJGl F.L TQa'bl`!_ r'�At. If f`Rr',lXb 6, TEPM1N,-TE ALL CURBS 01tH P 6,1 Siupt_ 61 rl,ul, "f-MIw it, i�opris k.�, Ar$PGCAPE AREA 7. MXfk'S INGINCIER PESER,48 THE UfINI 10 HEM10kii-I A �LW�� A'fi7li E,Nno� A Lofl� u sp�ipof i,,L ASPHALT, IF TfSTS FN)VE. �)99ECT, PIAN SEIE0F!�A"tut, IPMS PL F Pt, ExPENE,'�. V liir o`mkp OTNERWISE EX. AlIc BE iiEQPON�IJ�U T(l VFKAOE ALL SE Y.- IELITIAG 0ils, S. IKE CORTRACTOP SHAkl, QvIRDINAlY � ENS)EL TIALF At� SP . . aGO IiUSORUE AAO EASE r,(QN�14, � - wk QK41ErF AN( Al 7FNlJN� T.V. C)(FTJ, F(ESSELIRE, 5A NSTrOV Y 6AC40iUL, Ey,:, AINE Cco, f�,vk, 401 BE oviorl", 4UR [Hill �NFEDEV POE P,O ! ONLFIB ,�E M6� P�,jWJ8 AqF :�ROVII "0 AK 0,E,; frbl t). �HE V"wl 9, SEt tANDSCAPE PLAN NkN, k1f, 10 sct K AN i vPT 1 q E I fEAO Ur I ON ',it T,1013R d r(, I I VE Y, I I i LN' '9, F9 OEPj 0. ALI Sfplpl, XI)t,EPplIUiIrV I) Eia Vo r ,l,$HAPt CEfrj7E �TK;VfNo PEN P' lk,PltNi, Alcl-1 K 1 THEPKPLASTlr FEN F.0. 0, 1. Sl f) $PEC fflVl�t TONS, .aT`21 li'1r4 71 s Ej 12� ALL SF'AFS C E1,N,'EjTz� loyl� IN rRArf'C, AHSAS fO i� E�IRIN* if7H ',DNC. PAE 1. E 13, DRAIWIIE; TEE SY51FM SIAI n ntwq 'ne right -of --way users affected hy the cOnstrhction of E]vk,.lA,X if t Y� ',Nil� 11 E, j �0;,"l 1,( 26 1. J �IL 'l- f IN4r T "'AIN LfHI` Yl x o J I f PROL'OGI, IL t if ASE mi N, 1 _71 4 _71 A 4 W, `EH I ALI, '01'IEWALKSOR 011ER PAWfl) AFf A EA5T OP fHE NEW C"r( SHALL Bi: CONSTRUCIF.0 OF 'Aill_�R, ii0J, NA'Fl" SCROCE -!AJOKS, ASPHALF!C CONCRETE FWCDON CODRSE If' 2, (R SIS, 1)8� :�TF AP A-PRDIIED FRANIGISLE MATERIA� '3 F m L 7 FDT f R/W iN-��TR "(110 N O C jI 111_1 j 1: 7 X, J r, Eer Q A- -4 10 A� .,7 r. F 11 40 rk�� .Jr Y. r SA S V C E qv L Y, T44,)iE,_ J r I1 711, A TEMPORARY trharPUiTj.r'r,' L-ON,j �H"kil rvF: FlLA(,F0 �NT!RDO ACROSS �W,,kR rl',,L -P 'HE I�CNJSIR,�Cr,()i4 ��T 1IN G' SHA,�j ;4 V� C, 1 Zr rHE CONSTRUCTION FENCE SHAJ_ 3E KAA!\FA!NED liv?QUGHOW I I h rONSTKII co� Y, 4 AREAS ',il D30E OF THE CON" RUN' Tf;.rH_-r".F ;H4l REMAIN jNj!STUP8Ef), q, �f 4, AL PIL� BPDEJi;Hl 10 DAE S,TE. SHALE E'. OF Sivr�.AR GP-A;!4 SIZE NAl;JPAlUf MVI� A' 1HE SiP oc, AND COLOR TO THAT WHICi, FkA. SHA'-t 9E EIROUGHI N irirI'S NO- EXCUOING 2.0 F V7 t Al AND ��HALL FSE CQMPACTED U'' MEANS ,Cr C) M M E N U L R j A R. Y fir,(, 96% MAXIO-M DRY DEN' 6 , 4U. ELEVAT�ONS ffFrERENrA.0 Tr� C 00' N G V D T E�, P"A", r�l; Z, 7F:): L) E4APCH w,f v� SEU All-) S-ICE-r EYS r NATURAL VEGETA-l!0N DAMAGED ONE REr"GVED DURING SLCl!0',G SZV3 3 0BL g%, N P-3PN I Ez�?- 'ONSTRuCTION TALL BE OR 4EPLACE0 VrH, Of, T,< iLOP:"A AjNe,C("'A ,Of. TlrE. SIMILAR VEGFUTON 0 9 W, i _1 iJ I �1 N I 1 I i K i i 1 eA ICl I � vw V } a 3 (µj aA+¢ X � 1 1 aa.+, �I .F z R,mI t d. 1 � 1 Y.ap k 1 SHEET 2,, AND S E Si000AS L.L. _ SHEET 2, ANo SHEET 2a HAS 8EE^ SECTIONS 628-33.008(4)(g), 628— - OF THE FLORIDA ADMINISTRATIVE CC �, LIGHTING INFORMATION WHICH APPEARS UN THE LLCCTRICAL PLANS. } ff{ Ff2L7,;EC � N0. 1 00-Q ,�2 1 011, TRII �T�Icl ',CP:t4 _`CPAFIiNcN; 1`�fl�AP�,',T�ILN,-, LLF ICAC, 'A'D _FS 74 AIE -r: WIERE AOFLICAR�f FU qATfi[TLS �L,RV, ANj THAT WHiiE ti:',! V'RitIlif', 6 1 Ti� S 1, THEPEIN RE�I D, IT 'I I TI DEPAR114,NT OF TRANSP`iPFA�EEN AND PER---D�FI- SUCH PrjDLijTIU, �S ]��TE �rE�, EF qfFlACFI) Q' ',HA7 Of ATV,) ��IVISF T'ROPER TILRMINCLO'Y' �;EFIESY SU�',K �SUA-)DAR!l S'E,:W�CATIDNS FN ROAI� All� AQIDG� CL�,SIR,Ji 1� Twit, "ATION"", rflR 1,�IS, ROJE J:T IN AIVIFf5jN ILIC ClUN'ITI4,r�1014, IfIiAt,L a I;, tL, 14, COT R0At,,A" WlL, 1! 11, C. TANPARDS', LATES! PIEVISIUNS 0 W17AV, THAL PAiTT,`LLAiT A,L'.TI,rR 5. ..T', ffLTjC._L LR i-IRAJE-Pit"I flIL,RPP' �IIALL BE If P�RT 'TF �flt TiFAN�IARQ SPECIIICA'ILTYS, At v;, ,UFE, ; ;,IA -, H Cl A fPLTWW."9AvE PIIANI,,C� AND SHAA_� �01�-JkM LITTH APF�_UAIIiA CXT� , COLIN T 1,N !1E,Lk TV, %TA F_ D I I . Alil,,DR �IODEC TlfF SIIAU. ALS� DE' Rf FCRMITa Pn_-,I 1 IF`<NSCS pit Il "JIiIIF"_li 'HTLl. 1.T,'C flIE FNilif(Fk Pi, •OCURI ACTIrr Pp.jak TO, PPU oCil �q�tl Cf;CN� Afil� �HI,�z ' PTLII A:J I LU i:s� " I: PQ�WTRLI TE,"T AND iNSTIL�Cl 'Ht',:7,L )ITW 'Ry �kff_j (ollPfNIFF N.1 CRK MII�rNIALLI P�R F, PUK!n o, ru'r YF.,,F IRCIA ',If jlAi�, i�F rti 1, � - R'l , C I'll"A rf�bcll nN ANLf!IR PtifR;.L� I'( U0PRVCfi, AT _11F 4 84 1 I1>1 I L ',DNIL L 'ILLY RCI`40V� ANL If cL,, A� r?,INDkTI�NS, 'IrLS, IF LtnLl �D I TLf,qLA)AS _TZvcrED !N"Ljr,N,� PjW i4' al ri�p V , T, 4T P1 ANS Al L "I 'Q�, ANCt, 3E CIRC&I y c A`,C 1� � IT i, L,lr IF STAW T)" [CiN5 It A ALL. rA!ADI?4�i N(`ZrSC,AY VHT,,f F'W0,U,-0 f'l_A% k r INAI FilkSIINC 5LIP HvVl A F ij P,I� It I- FRT- �.E �RTDSS Stt.Tif; "Nif (.RAOING %11PLA, LZ,j»t IfIL is 1�4f, 'Al D I(;7,41IL -tif 7% CI.lICTCD TIN Lit PqTAr,., I: AF W 1 1,41 , � PLI IAI_i it tOk -ANTALNTl,C F,C LIIC A'ftr�,, _I,lQ I, If -1-L 31,T, Atib Hoc" af, IiQ rP LITljFn °LLD, IILKCH I,ifli H TI; •_fITS DF SF,i LIR ELP,Ml 'S "L'[Fis -Of s_ AkiTA, P.L,EIfS CTi'PIV1}1L ltlVi SeYll II C WELL II4'rEQ R0,V", ANI 'Mil't, U� Icrlll"ILN"o� IL I,`� A ,,Wi,tSE 4tP .1 ,r ViE LiL,V`r hl jTt" ale. ii ZV`i, AA:O n ^h IIAE UP AITI Lircc.i TiAL, �fFi4,,CE SHAI-L Tii ',RADEI0 �'&i__"R LLEVANUP,S. IS Ef IIEEE� 4iF 1 0 f,F:_R Li qrFJF�' VQ PAI,.,`4 :IT ExjST�143 cSAIS �ITIIVi At,IIC _PF Klillif._ ARII SI,Af,L SE T: o,n� ?, V",q ,C XuI S.-D Act ,1 'fNg I_ 'sr' ELI I "I 'l 1) r iti fn ITE I,_iAt , It, 7 F _Ii IiCI It I, -,!1 '7 ILI, I'M � N" RCS"!PE.I '12." ITK A' _v, �f:ALL C'_HS� UF 4A, 11L L; ND R PTIDS, 3TCNET AI�D IN Ac'-f2FINIE WITIfs TP_:fUIPT iI.113 Ot THz ITANDARD SP,CIFVATIUNFSNKkI d CT+L,Lp BE Y[Ttj IT QIJS14, A �I� ii -IT 'j 1, Iff oE C, i I ATF R ItUI A fW IL C' UN W- IC T, IIINI', Ti -I*-,, i,,i E rr, f,iO T IIA r 7ii (AL TII41 1, tall 'I ."IT SiFT, IL-C EATIU4,W,, ii`AD B", iL,14T QPADEL AA4 P V lit" f f iaT ti-I, A-S, 41 �'il IIO� L� I IT r )A. TIL if:!IS rrvp Ff , io� I I �RpiTife", LF, 'Y WAF�AQ R k- , l:F-Ar ,,mm , I i4+i "HA,_ 4 P; -,'C P, 4 t!I4D 1 f If C U'I I T, .', I , I „I, I, 'YZ-4 7:11 - fl-, "I 0 TO IfF FiIkI_A .Al, 14 AND UIMTnaE AW -1, Wlt-lo� SEST 160 ❑iT,IC STINI.ATl Sr- '1 17 T I RE C C, -1 Ii,I.IIN AS Sl IA`il L, Op ;"ER I!-, I ICH 411 DR CEMENTED 97 Il,� - BF D.L 1 11 1 1 1 -Il c'L .... j.i.,I �rl iIkT"A i iE -L f 17 dTTM -rcTION ITT !,!R THE 1 3Z 4A RIDEF ALL REQUIRED TESTS IT L 5E SUBMITTED PWIUR TO ANY IR4DE, M' T INSTALLED. I, ADJACENT TO EACH STR.� T,u ,4 OR THE PROJECT. THE IITE MUST BE 'I' ?CNS TL 'I A7 iITH IL. 'Ek's pif, T-, REFERENCES TI, s T, I,, WINGS IN THE BE USE" ..'BETE MIX, T P: NAA�, iL �:ATED A AID 1, 12' LD �S FEL-IIII ;!"TF �l I- -AVE A Ml`� i"�� �L` A �7 01 CONIC '4D TAR A t C. ALL TIMES WHICH SHALL BE ANNOTATE r "14C T A A, 'Ai AND PRICIR T' IS If H i'� fE MARKED IN rf TRANSPORTATION'S li�-M klq�, pT,7'ct 8. A- :PAC� WITH THE F,Di AII '31; ITT OF TRANSPORTAYIM'S 11�4IT iL-f AND THE ILI i 17 1; L? E A, KYD BASE THERHOKASTI I, A, W 7. 45; 18531 Ii 7 A, AI I nl IT 4 E, I-q.CAL f- tJ 91 A , Btu, S"Ril't I TO I Ly H!1 It v, It, I Li Y P 11 C k 1-1 1-k I I I K Q� I ?'AI,), I t L5Nz. TE rF it rt� �oi OR l_:LEYA41Tf 4'a. "fRHPL flyp] if Ife Ii tY 1T 13 , ifliiI RMW 11 "1' 1 1 Af ut 13 1 F� I. il. . -, I RJl� AQ If I 91 L; `4 AYA q� 4 e p P, I I.P', A,", XT" TWII, 4, "'1, IIT f 0 TYPE To INLET DETA TT 18- YELLOW Y, p IRUCTED IN INV I fl, TII N"'i 0 P AN") w F) I LT No, 304 IH RE",_ VtN;%I1jl1. ci rv- K NML_ S, j PAT-FP!A, S AND LONS Rl;,- ;TILN PRQlEli 04L L I— IN ACIOti I _tf'j. I F E Ti-`,L 1':I'Q � t U" ClIN"IIICIE ARE I'll, Prir IIQE,� tL f L, lllls�)L Alli'llh INE i,i 111.11 ORDAIIIE ll�T �l TLC, 'I41'rI Itf, �i�, a �LIV�v tt SrALL BE �L _L PU !,I ALI ID, 1 !TL',V� LILL A, IT61j, b1Il: Q I N id fI-11, St'At i t� 4 In, It: ;�i� 7,91 4 I.S, Ul C Tik N ACE TR 17r_qf., T_ 111.- kALL it -J, I JA, f Ll L -ION BY v t ? -A; 41 1 _'D FofZ F VFRIF Y 0' I�, "Al C.,Dr.ctkin 0, ih r E71 m � w I, F,Qg T,T 5" MIN. Maidmum SpaLling 5,wit,inNin D.Yieff (11 ConM 1), T.b.101 MarKwit At 2! I Ly � r- �vi E� 25' 1F1o1.r CSpsoo"d 0LlintiTubular )WBaAi, T" CONCRETEV,-1 Fa Tpe - Or Typie Hrr Ocwrl.m.. -Al.Is O� Drun,. Al z_j: I; I Y I I'V �q, - 61 1, D,,,, AT !DO GvLIKA V.1 TYPICAL APPLICA'7QNS paniti liliftair t'n)- 10 111, 4' wmt CwIsiDTHIl, I,— in. p"t. Ini,. IiAn I. t,,Iffi, Utifty wom, Q-AIL WIWI, L," 0.goi swid" El itirnan, vet WINN, P AVE k/l k1l i I Ai Sign with is' m' (mi OV0090 W. Ndth II, IQ1.1 Q.- FTaa And Tyra ��t .1ft. b, N. VArt Li'l f Ivill, I. Two 8011111,14* 011 "A`tL 1I Liz!, L T fI-I encIe 8 TM DNE_LW E Aw •tv. .t. b. 41 th. CONDITIONS panol 'LAO"A �,, n~ lAnI �l TIJ, 11,.Iihi l.,, 1. Ilk 11 At N Nwin, 0.Nn,,,.4 And h. mjh.,,, I, oP., in Ialf, WHERE ANY WHICLE, EWTI M WORKERS OR THEM ACTIVRES Ar',,. i0i lif Al, �lj no not ENCROACH THE AREA BETWEEN I nKLni ", THE CENTERLINE AND A LINE 2' w'a " fit I:., to i.`4lq.diI`A 40"Ani h* 'j, OUTSIDE THE EDGE OF PAVEMENT ,dlll�Sft Mai N. �,00 to WIIIi zn,s. xi4, n a i,A IK, nterxhua i,. n,,F.a,, ,,, ~1 rlk 1. Aild.1k,"D Itnilf, trd�,,tno� inll� IN, Ii,Old Ftaggw Coro•ILTII 4ch. '..'Fi,lie " i TU i �d tld,C�l lft�� ll,u 'T.l fern.T* ranee . N.. 5M TWO-ZAEW'-W'AV"kURAL N40HT OPERATIONS OR OPERATIONS EXCEEDING ONE DAYLIGHT PERIOD If 1 604 TED TO,rc FILL CGi SEE SPELTIII�Ailf,'N' THIS SPEET FOR ADDIFLITI,,L. 'If Tc';ill., REQUIREOIENTA. ifOTT.o],TIC CONCRETE PAVING SECTION N.T.S 'i'XI 'I III k T I III t 0/tO OIL 5 BELOW, 7IR 40 :ED To 04SITY tT I MATERIALS AND ONSTRUCTION PROCE"ES SHALL HE IN ACCORDANCE WITH THE SILLOGEFTED SPECDFICATIONS FOR CONCRETE AREAS' PREPARED BY THE PORTLAND CEMENT ASSOCIATION D CONTROL JOINTS SHALL BE CONSTAUTTED AT A MAX CF 15 Ff. O.C. IN EACH DI?ECTNIN J. At LEAST (3) COMPRESSIVE STRENGTH CY"NDFP SAMPLES SMALL BE TAKEN FOR EACH 10,000 SF OF PAVEMENT OR iST PER TETI, WHICKVCR IS GREATER, SLQMP SMALL BE 2 TO 4 INCHES iAASHTU 1 119) COMPRESSIVE STRENGTH SMALL BE REPORTED AT 7, 14 AND 88 DAYS, 4 AT LEAST I MOD. PROCTOR (AASHTC) T-180) TEST rDR CA, TYPE OF Si.i MATERIAL USED 5 CCINCRETE SHALL BE A MIN. OF 5' THICK WITHIN PUBLIC ROAD REGHT-OF-WARS, AND AT ALL LOADING AREAS, DUMPSTER PADS, ANY VEHICLE USE AREAS AND OTHER AREAS DEPICTED IN THE PLANS. OTHERWISE THE CONCRETE SHALL BE A MIN Of 4 TICHFS THICK, TII PAVING SECTION N. T. S. OPTIONAL TYPICAL PAVING S-EcTio IS > u IRL it aD COMPAC� LIFTS J >r 7 INVER`II rI j- _353S N AREA 477,PAI7� 7,� .1 -1 I - IS -ECTION C- 00 r_ _D LLJ 0 LLJ JOSEPH W, SGHuLK FL. REP. NO. 47 41 I Fy , DATE: Z2, SHEET 3 0 F 5 PROJECT NO, 00-032 L 515FOWIR I .T.; 1t l r I P 111 rv. I u 11 All, I IT 04 -All r rA N1 IT, lip AN, 0"cu 11471/d LlAlION fit' IAP ADS, FEW J -1IT ififm A! IET 01%%m'K WSTALLED N AN TIV PgCSSURF IYPF AV oil k TV IT, "i'll TIlil'AT I - I 110i) i .. (I F, 111 1, All 1, vr mi, Am -m Wo I I �If,I VALVI cF-1 TING DF FAII (r,AfF' VAIV C J W 71 i I WJUNG HYDPAN f/MLOWnt I tl MISC 4WV2 IT) RE CAT I'M till WTIFTI „,J lIATIJ�, AljM AN I W 4 M P- M 4 N 00 1 fCl")Ci 1,0N NP OliAL I 1RAI: I ir "T'i i, 134"UHT iiROF17F ly'l, tv, I T, r rr llt F II T, le I I 1' 11 W - A P, ` PIW 1'�? IT It, I Ad rll'�r MAIN PIT, ellIl (9� V,T Pvf� TAirl<, I I'll f I i,p PITI 1 UFFli'CIP FAllN 4,'. A l iTPF 1 1 xjIH1il)i4 vllI HI PFDUWEo ro BRNO THP UrrRAI!IIII till! 1/` i,tlt(lt, At] ,'AfA "iff, RAF, MUID TO 11W Fy"WaN is MAO Wrommu 2, r.gMi PVc, OR DAX Wrio WV mi Or 4"qr, in f mrx I,, Plot W 7AIli Ifll III 1;Ilffl -'A, ArPRff)rD DYNt "" ll( 117) Ili , III lTq FIAT ;,N Al 1 l s cof If W - 05 W Tv" IW AP11 TAr m T�v F. -, 4; U) ixi ry� Q loll it LK q 77 oqwor pqm, all f, fJ s NO LVf, ,t1 r : ,.JAI :341,f I T1f It-'.I{xl i I.[) ()if _ {{ If PV;NAx' l f Ga, ;)lIi I i1f { 1 t it I r i U0 ;It , t 1 -' 1 , , o : ^V, ,1 .:., I , L•,t r n. i tl S e t n !I f : r ,I , i. , t, 1,5 t, r�r. r7 11f1 2 (:Or, t' -.. -Llnli If °. 1 •' ttr 11 rf 14 17, , - x - is 1 Y R ,(t6 Ar;: - IN 01 ill r r ` A ,. v .f '!n - l;RPf: 1 A .. 1 FI f , LCV t , {. r " _ O11 t L 'I )A Iff t it (, Oxlrl, T.P - DROP f, tJRItR i 1 I: .lf + _ L .,, ;tl y-AI , f:fl 5 {0tJi�{(3F STANDARiT M.ANHOI F tilli i i ¢¢ it it - At. LUt L C.f.,'raTY C; : : 'i)EJS AND ^R111Pit, A k:fI _ Y UTIIiI I PORI,11 ` AND 1 ,V:f, V;IPI'ir ., 'I!' I` T Anil r i'ED VERSION Of ;IiF SI 1_l!+ , 'IlN7, J ,'Fq :1-_ff, Ir Atli, Pf ( h)ATICINS, ANr Pt- i('N I,PIti !, of'r' f 'f)rY :W. OR ARE NOT i,L.F ARI IJ[dnf R1fi Ifl1.,; Ill 1, f T M r 1'f k ,P,ff"f_r� ' I_rI I"J,7 f - ' T.V., Ft,OPII)A "'OvV P ,r r ff.ri i. ^•IEF IV - :fP 1 AH'' T"r, ,)I:I'» 'Ia'_ , 1 Itf" t, j if „TOR "MITI F' ,'ItNNATES, AU- ,r, <. ... ANI) IN A1;f',01ALAN(E WITH PI ^ ff' i �4 (i 0T!y.. ,i 'I l NF PAL PCL'YViN11 CHIL PF)F (P_V.(-) GRAVITY SEVO-P PI':. CAPJ i0 - A ') •I e ,I`x NGI v -,9 Tfi?r.I,C; .ii:5_I, FE Ei(Tt A _, 1. + t 1.-)`VIN: I '`iitila Of it 3' S+l At ctf r r-17i r'fE^t : {, rEp it;E PRUENt '' _E OF '. IL- If; Wit- N£)T VYirft•r C, rzr!!r,:;.:Ifrl, _ x { 4T °} - At 1'IPF T) HI ItI",1At TFI Wf III A '.Mv11,10.4 i'1; IfN! C (a<. f ` ,',: (7 PROPClSr,P GRAVITY SFWFR FROM TO DIA LEN6ff-! tELO+7' MANEtt)(_E MANHOLF ONCH) (E 17 (Ff"5.) I 1PI { f { S-1 S 2 8 44 '�4)f S_ 2 S b 8 162 n n` 'A Ff 36,fl SOR TG )" S- q-4 �i ?S ci „s,Tea 0 a MANHOLE'`:'. A t; 48" DtAMEIFF? PRECAST CONCRE'TF MANWOI F' , (IONFrIPAA, IT,r,-','rt,i ' ' .'A CI ,':; !1 .nr'I f'> ^,13, ra 1 i ,`}lair +_.^ rEaP r, "".[' JCalt•'" `, T ,t AT r, n;, � SECTIONS ',-,HALT 8i SFty1_Fi WITH 811T',( R1JTJ4FP''- t. ii' (, 01IF(+'N'ifI'tFN)rT rtl;!'tJ71;r,^-,T,•.,F% lvTrnlf?1 Ii:=I!:..!'f. "�.:: LUto )1 In ' r If; Mil GOAL. TAT? FEU.. L 'HFAVY!?!i'f` •;AT'l1Ar, p' ,�y "T 4 p i -a + ^° (�) 1 .�EAATF,.S GPEY CA`SFIRON IRATEll; ._ A t A'T:`,1. (( t_ry'_ ,,I,x;, Pr ItAn}-r1 r'�" {iWl (,` i RiNGAItPf)', AR!! PEOUit2EC7 (Frls;Rr7t'-f-RFf r;) €',ai 1 LtU t�> 1. ALL., JOINTS SHALL- ELF. RUBRE:R GASKF"1ED AND SFIAIJ FIT SE1ti I I: RYIT', OVAL 2 ALL CHANGE IN DIRFC11t}N ,.>t1Ai_t. BE A»+. 1.,{F1aS,IED V14 ,['" >:A,dt, .l. ' M XMHKI FLOW FOF H4F FHTIRE PROJECT AL FjOil ?-,!?tfi IS 9,1 `' Cpl,t ;rF;Ah, Hoar). 1'Ftl9 I,rtE5 NIT)' f;f'ti, PLI Tfj, 517r r)r SEWERt)R {.t:tZf F`{PcTr�1f IPiG r'P1 r;(-( f?f" t)',rr{� ',}{*t r(:.,r4T�t'rl ST'4 _,, r I',}: ... . {:{.!Cra FAR Ftp+, +F.{ Ci C.r MITI c;l7F, r;�, if Pi C. AS 0OVF REIE f> R i I-O(A, U "!" - IR {,J ,V tY!d"� it ✓�U"ii'_ �'' ���ll,iE'.�j��T"`^s C x PIPE MATERIALS � r' DI}CTiLFIRON f`IRE SHA qF- r !1 +.t.( P!,! i ,t 7 x- r J MINIMUM d TFN I , ,. 1 lr . r �I .E i -.. .L7. AND A I_At1fi1Ci GDND1ilf.-tv '?'{k'C /_' AL1. FLPT n LIMN"; AND rOATING (00CHIE IP,C.)N }WIPE), k uj LINING, CEMENT MORTAR LANIED AND SFAI. r,^,aEf'D I:iI, A VVIN, A, CIPA, {fftl'i Alt n R'> 4 ,. , �., .. �. r -.,,, ,. Y 'i 1 !` ... f r�i ,l A f. if. ( f , - COATING,: PITITIMINOUS LOA RN,� ON 011131UE, Of, r f ,LM ,r+1.,1..1. ,. _t l tU4At..,-.+ .) ,1) _.� RITAIR'WHERE COATING HAc, E_FN tPM,A"Fil IT IJ1I',1 RE (,i.FAjfFF1 Ap{r,f) 1,1 i. '.... �' S \ . F `'i ('10 f ' - 1'C7LYVIPI't1_ CHLORIDE Pt�ESSLIRE PIPE ShIAL{. CDAiF�f)RM TC2 Il�if LATEST AW',yA ,TANfGA.iU " {, ..I Ar,l? ASn;{ [}";- . r -. a r ADV PO Cl SS a L. CIP C l a, ;,- ?,r,h .:# t, PTr.PlAi AN[) t LATEST REV!.,tCltJ. P V.U, PRESSURE PIPE SHALL F3.. A -,AT T. i .I,rr „,A_S 12h.,r4 A C, . , t F U WITH THE OUTSIDE DIAMETER OF CAST IRON PEPE_ VA111 A MfOlpgUM WAIT Tial(;N.!!r`i^ (if ttl?ip -- PVC PIPE SHALL BC BT.UE IN COLOR WI11•1 "WAI=R MAIN` LAf31 LFt) ON IHE r1rf. . - AU. PVC LESS: THAN A" DIAMETER SHAL.I. COEAPLY WITH ASIA D,'241, D171A4, Atli) f477 ptrr "tir(! w',,'r N, OF C PSI AND SH; I. SIGN[I) WITH. A 2' 1 SAFEIY FAf710R (fVFR P7ATED PRES-1,44'--. rtt`F '. 7,J0 t A-L 8E DE r STEFh PIPE OUTSIDE DIMENSIONS, PIPE SHAlt_ BEAR ILIF, NSF JAPP FOR WATER Ptf1ASIF Pirf- J--M RIN G-VIE OR APPROVED E41JAI.. ` s .,. PC)lYEttlYI.-ENE ll)81NG SiTALt. BE COPE""r? LURE. SIZE FOR UC,E OVIA STAIN ESA STEEL IJNEP' ....; � AND COMPRESSION FITTINGS> THE IVONG, SHALL.. BE PIPE. CLASr 2tl0 t,.IFf tvif7, AWWA C 001 fIR g VIC N191Ap,"( SHALL RE. MhP''i,. -------------_--- r WITH S17F, MANUFACTURFPS NAME: OR SYM,f3+)I_, WnT?rr4Cdr. rF'f.r ,Ipr, NI F APPPOVAI, nS1TA Qf T`f'Ir!CA7lntl Ar?D PPOUilr710LI tl'IPF, ' 'Wirt TS JOINTS FOR PPUSURF PIPE SHALL Br Bfll AND Snow PIJ..H- (Ili RORIBER GASVFT r^r•r ,r!I ,,, ,znr,,.!,!, - „=.T,: I qE` -__. .._.__ ._— -„_.,, C--111.01119 21 T1--55). No 1,0!L FN' WE;F) OR, THREArr' ,,H)'rNIl! V,111 RE fr pmilTr'. ' " `-IN GS - ALL FITTING'S SHALL, BE.DUCTFtLE IRON MECHANICAL JOIN! AND SHAD_ CONFORM III ; ",•. r, - (ANS121.10--87), OR LATEST RFASTON, FTTTINCS SHAtI BE (•f'"A(NI" MORTAR UNFD AND SEAL _-IOATI) IN ACCI)RDATIIE WITH ' A" EVIST F'VIP A , AWWA, STANDARD C104 (ANSM A21.4-85), OR LATEST REVISION. AU ADrr1E tPOUND I'IT1INGS =tiAll PE 40INT, 't. ACCOP,PANCE "MITT ANSI SPF('IFiCATION 816,1 FOR C'I-A':S 175 "1 ANf'i.S. POI. T}i ^F1Rl : i C1T+P1 v ,M iH AN°7 -r'r. ('If"+f•P U(APd R18:2. ... <x r '-- ,art :, EQUAL, n`^ ;Pr ar'::... JOINT RESTRAINT SHALL BE.9f NAFPCO C--.1300, ERSA.IRON 11,) AND i<,l4 f,.E,�iRAtNER. QR Rf r�.,.Vfl. _`.fit., L, Vd A..CC .) u. .—� - .. _ I ._-.. $±.f1 x .r F ,r r• 1 h `+ ST.:.T { T WITH A MINIMUM UE 60 L6. Of RESTRAINED T-WIPE" ON FArsi `srl7E OF A KITH PESTRAININ, SCHEDI.LE ON Tii.. BUL . _ __,_..� _ I, r ::: .... , _tFE t A 1 A(: PT ,. i. r ,.. s t. x C RESTRAINING I. MFCt. Ni, d, L PE LE E YF . MECHANICAL, I a rs r .INN WILL JOIN NO ,ET SCREW T E . _C AN . _ i()Frt Tl iF TC7R 1NSTA!'A: T+0"I `) `:If- W4iFt� + MECHANICAL- RFSTRA161T MF[;LiAPllShAS SHAI..h BE INC'I:I IN F31i) iTf'M R,0 ALL BURIED VALVES SHALL BE RF>ICfENT' SEATED GATT VALVES ",'Alit C:A` I IRON 80DY, PP s' i ra � P I5(r4f; STrM TYPE fi Trf-n WELL "r)--Rte.rC," EA!_�,. vALVFS 1t n.Lt.. RE4+Fc'r1 At'S!(•/:i ,rflrrs'. srzgvcc - t+.. � '',, ., f: td l' 'ITS IF ;>q cf•: q=. r, r, ." In f it,'rp!'r A';TUREO By M7)rl {.1?;R COMPANY, A4.zi, CIOW T1FDAt+WIN, OP j, y 1*N'E. My t„ ,.. �, ,. .,:• ;: .- , !.. t1 _ ' ' .. CST2. _._ m w. 2 --2 z F{fi.SE tf%'77ZLF`; ak0 ' -.4 11'7".Pi i4lf%7X N4)7iE' i ,. < + n= _. ' (P!h lif,.n,,- t ".t,' N `.i ,r.,`i", ( I V•'It4 _tIA1N^.. , ?KING C. - `;fVjOIIS TRACE WIRE (10 GA THWN) I", REQUIRED TO BE IN,TALL.FD WITH ALL PIPE. SEf pFrgll.. M_-15 - Yt;i -JAI /_,. I , ilAnn CAW) nh,) ".' ' a^,TALAF.UlN ACCORDANCE Will. At'P+H'AF!.F. A.W.W,A.. sTAr1, ( J.4 v'r,n f.+rei r, r�fL 1 5.t3N� _ - I ". I .:. ti x '., '. j , t,• .'c.GOr1#,4ENDE'D F'POC,rn11RE5. ,.. ,,.. t .. `r.,, ,:, 1 :,:,., ,,,,:-n STORh+ SLWFPS, rORCE MAINS, OR RFC!Att*Pt', 4W,AILR I11TES \YI1 A M!tunVW .. .-.. .. , t,I, - ,. PIPE. .. ,.. !'-r: t T r,tr+t ... Ai ,Er T IRON AT 111E <.ROS'!NC C.r„+ THAT AU. PIPE ,.,.IT: ARE. FI.Ld.._ T '? FEET ;2T +4;FF'N ANY TWO �, Zl ii0jis r , rapi n.Tn;f f r: (J)IC(J)'IC ryr ?'. L .,:- .- +, °'T , -FF Y a. rf'"?Ni.4f Y fRfSM Al +A,Ni TARP SFWKR�, ^,RTC!=PA jF J,':aq i't)f ('4 :.A,ED AT I.EA.-. :0 t G2 ..L L _E ANE,r Sb ED WA L'•f ,)ARd53. ;,. `. -._- t . - _ . ,. ,. '': , " : if •.. ' ) 3.F 1 s ,. MCI! BE ,t r'1 r r. r,,yo;r. ,, ._ )c .: f C• . E IMI'E`; 14F t'r. "1^, .7F Cf.'!FI D CAN N0. 8k bBTA, IC.I„ ., IL.1 111 ., .. l,1. WI-_N THE MINIMUM HORIZ .TIJ TA(_ AND JEAII.AL. C,Lc ARA ., f. E � r :' !i} t COO JI, -f) 7.HF `R:r' MMT-N?7.D `iTANDANC: E(')P J6'i1EU WCIRS<<s.. ,i n,rcC RS:•x'I'^i{gyp;) r;{.IAiI t'tE s. Ns Ac , . aofr T : ,F E.,a E c f , -. STONES, r„ r` _. .,zt i-SA i�; r<, z r,. F' A, .T't - i. Pi i f?c [ F!'T G)W TttF mUST RE LAID IN A TR4.NCH FRET. OF STONES, Rt)v1,S OR 011L_R t. ILF L J A. i.f.i 'A IF 1 _ 8U1TC>M OF THE PIPE. PIPE 'i11ALL 8E 4.A1D ON A. Cr?NTlNI.{11.1q I.!N!BURM 8f1`n'?!`, r t'«11.t !iAI.L. `iE ,TA+A'^`.fi 1 N Ft" 1;tf...i-: TO ADEQUATELr` PROTECTANDSUPPORT THE PIPE. r.i TLfiFFICf -ft-iE 1`1fiF N'i! =': rlt+ dh "Fltt`i ;! iF r f"?`!S1RUt, itrJr! "') A'.I j •<, ._. _,.-,.._,.. .__,._..,.,..✓ 1.I) A , i4' INSTALLED WITH N!4JUM r)§" 6'" Of :uCfUNb {,f).!f: p?._., f"PI ,, P> f>y1!In WATER MAINS MUST N ,TOLLED WI { A M} .,. LOTS IN ACCORDANCE WITH T7fTAi1S AND 1,zIPE'CtF1''AiI0I4S. IN 1ti}`Tf.: ivETTR BOXES f}tt' 4S!)a'.4.Ii.-FIt'L I -- METER 8(.)XES SHAD_ BE '•HIGH DEi+fSITY POLYETHYLY'NF [Atli)"' Ili!!){�I'.VF'r' v:PPr A : ; - :11r., {<' "raa !'.,• _.._ ,nrtti AiI "nFF . y • .,y (('A;( ArfkATECV.f_.,ptr, !tt,•.., Ix !-<AINFLf ,At TESTING afz FrIgAt' _•izA=ED ,LP _ 0,0 HYDP.OS1'ATiC PRESSURE AND t.EAKAGE TESTS SHALT_ BE PEC?f"()u414'D 1N Ar:t)RDnrJ ' ,ilft A `A'Vxh S`+"ITThRn ^(;(:0 pttr) r,•hTV.A M .NI . ra OVik W)trf :r.t s)6-' - lrtANUAL. !.12,3. r,'(;NiRACTOR '.>1-In.l_L FURNISH ALL GAIIGFS, ME'.'IEI•';, PRFC+'"t,f+r ulal.±!- f .t'� tri.(` ".. , '.. L. i' r'. MAX o T}TE I.tNE. THE ENGINEER CF;AI. I. BE PRESENT FP;'R A1L Pt=;.1,1111F! tF ,i t{r,!: Ari'� FtN" `,'. r'r f'r1"P,. / -'J'o w I ii - a .T . I+n,rlNAct. ,l: _ EXI ' lSiAxli 1 SEY/i::fa Itkr -- it Yl - l.0 UiSINFECIINC p ' ..,''1. G4 ' lkiir n( ,Fj1f, Cn 1,'r i - All POTABLE WR'tER l-INES SHALL BE DISiAFFFCTFD Nd At r ORi?'=!i{1f WIM SrfiTIC}N t: ..:.. AUGUST2C000= AND A.W.W.A. STAND,APrt !'r;=.; -LI, Rtl{.r fly ,. BAr T r, ,`•W[I HF Ci1,IPLE1E.O BY ';I, 1.UCIE C'OUNT`;' gi' I g 'rrc. .%.. ,�,.. r . A.S•R!)T-'�C�^'n �an'f. i1'y r-`�+gA:•m+anxw5!`ou, uran t,-p.�. 1w..._,_,._.-...._._........-.-,..-. h.