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HomeMy WebLinkAbout1203-0230-BUILDING PLANS PAGE 1-15LOT 9 kKE LUCIE ESTATES LE FAMILY RESIDENCE TURE LAND USE: RU ZONING: PUD N 89'54'28" E 195.31' 8' HIGH MASONRY WALL W/LANDSCAPE PER SLC CODE 7.09.04 (E) LOT 8 LOT 7 LAKE LUCIE ESTATES LAKE LUCIE E TATES SINGLE FAMILY RESIDENCE SINGLE FAMILY SIDENCE FUTURE LAND USE: RU FUTURE LAND USE: RU ZONING: PUD ZONING: FUD r --- T I I L__J i---- I I I I I EXISTING I EXISTING HOUSE I I HOUSE. I I I i I I I I I 1 I J I � RS' 1 26' O SF_ 18' o' PROPOSED PAVEMENT b @e 0 Y O [-I?i '4 *277-7 b a I � 10' " TYP. 4 i" 6SI 18' c R5' / 130.00' 10, j 26' 21"PINES \ RF 1 I I I R5' i BE 1, PROPOSED I. .PAVEMENT' I j N j RV 1 I I � I 11 o R1 ' I I 1 1z N L Z I / I / R o i i / i / LEGAL DESCRIPTION PARKING CALCULATfONS: LOT 2, SAVANNA PLAT ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK, AT PAGE 18, OF THE PUBLIC RECORDS BARS & NIGHT CLUBS OF ST. LUCIE COUNTY, RIDA. 10 SPACES PER 1,000 S.F, G.F.A. TOGETHER WITH NON -EX 1 SIVE EASEMENT RIGHTS, ACCORDING TO THE 6,444 / 100 = 64 SPACES DECLARATION OF EASEM T RECORDED IN OFFICIAL RECORDS BOOK 1360, AT PAGE 2806, OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, PARKING REQUIRED - 64 SPACES (3 HC) FLORIDA. PARKING PROVIDED - 66 SPACES (4 HC) CONTAINING 95,103 S.F., 2.183 ACRES MITIGATION: PARCEL ID NUMBER: 3426-700-0002-000-0 TREE MITIGATION DETAILS ARE PROVID D IN THE E.I.R. ANY REMAINING TREE MITIGATION THAT IS SECTION 26, TOWNSHIP 36 SOUTH, RANGE 40 REQUIRED, ABOVE THAT WHICH IS NOT PROVIDED THROUGH LANDSCAPING, WILL BE ADDRESSED BY A PROJECT NAME: AMll:RICAN LEGION HALL POST 318 MONETARY DONATION. OWNER: TH AMERICAN LEGION, POST 316 PERMITS REQUIRED: PO ST. LUCIE FLORIDA,, INC. SLC STORMWATER PERMIT P'0. BOX 8031 SLC RIGHT-OF-WAY PERMIT POW'1P ST. LUCIE, FL 34952 SLC DRIVEWAY PERMIT SFWMD WATER USE FOR IRRIGATION VELL LOCATION: NORTHEAST ORNER OF U.S. HIGHWAY $1 & SAVANNA CLUB PSLUSD PERMIT TO CONNECT 1 1/2" WATER METER 1 1/2" RPZ (BACKFLOW PREVENTER) DDCV ---- ----- - PIV__ FDC PIV WV IwV PROPOSED NJ10' UTILITY EASEMENT PSLUSD POINT OF SERVICE BLVD,, BEH D THE AMERADA HESS GAS STATION. DETAIL' I A' I TRAFFIC STATEMENT: SCALE: I'-IO' SITE DATA INSTITUTE OF TRANSPORTATION ENGINES S TRIP GENERATION, 7th EDITION PROJECT STATEMENT: ZONING: CG LODGE/FRATERNAL ORGANIZATION (591) 'LAND USE: COM (AVERAGE RATES UTILIZED) THE PROPOSED PROJECT CONSISTS OF A AMERICAN LEG . � ION HALL AND ASSOCIATED PARKING LOCATED ON COMMERCIAL GROSS SITE AREA - 95,103.S:1. (2.183 AC) - 100.00% (500 MEMBERS) GENERAL (CG) ZONED LAND WITH A COMMERCIAL (COM) WEEKDAY DAILY TRIPS: FUTURE LAND USE. AMERICAN LEGION HALL IS A IMPERVIQUS AREA 90,875 S.F. (0.938 AC) 92.98% 500 x 0.29 = 195 TRIPS PERMITTED USE IN THE CG ZONING DISTRICT AND IS I / - PROPOSED BUILDING 6,444 S.F. (0.14.8 AC) = 6.78% COMPATIBLE WITH THE SURROUNDING USES IN THE AREA. - PROPOSED PAVEMENT 34,431 S.F. (0.790 AC) = 36,20% P.M. PEAK HOUR TRIPS: THE PROJECT IS BORDERED ON THE SOUTH BY THE SAVANNA i 500 x 0.03 = 15 TRIPS CLUB BOULEVARD AN 130' R/W AND THE SAVANNA CLUB PERVIOUS AREA (OPEN ACE): 54,228 S.F. (1.245 AC) = 57.02% COMMUNITY CENTER ZONED COMMERCIAL GENERAL (CG) AND DEVELOPMENT SCHEDULE: A FUTURE LAND USE COMMERCIAL (COM) AND TO T#E EAST BUILDING DATA: BY THE LAKE LUCIE ESTATES ZONED PLANNED UNI PROPOSED LEGION HALL 6,449 S.F. BEGIN CONSTRUCTION: MARCH 2012 DEVELOPMENT (PUD) AND A FUTURE LAND USE RESIDENTIAL END CONSTRUCTION: 120 DAYS URBAN (RU). THE PROJECT IS BORDERED ON THE WEST BY BUILDING HEIGHT: A EXISTING HESS GASS STATION ZONED COMMERCIAL GENERAL -I ONE STORY (HEIGHT OF 25 FT.) LEG N D (CG) AND A FUTURE LAND USE COMMERCIAL (COM)„ THE •j PROJECT IS BORDERED ON THE NORTH BY THE LAKE LUCIE BUILDING SETBACKS (02): ESTATES ZONED PLANNED UNIT DEVELOPMENT (PUD) AND A FRONT: 25 FT. RUN FFLOW DIRECTION FUTURE LAND USE RESIDENTIAL URBAN (RU). THE' SIDE: 10 FT. DEVELOPMENT OF THIS PROJECT WILL NOT INTERFERE WITH SIDE CORNER: 20 FT.TRAFFIC FLOW DIRECTION THE DEVELOPMENT AND USE OF THE NEIGHBORING PROPERTIES, REAR: 20 FT. AS ALL REQUIRED BUFFERING AND SETBACKS HAVE BEEN UTILIZED IN THE PROJECT DESIGN. NI PROVIDER OF UTILITIES: 7� BLOCK NUMBER $j I WATER: PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT ACCESS TO THE PROJECT WILL BE FROM THE EXISTING HESS Q WASTEWATER: PORT ST. LUCIE UTILITY SYSTEMS DEPARTMENT GAS STATION DRIVEWAY ON SAVANNA CLUB BOULEVARD, WHICHI °3 MITERED END SECTION IS ALSO USED TO ACCESS THE LAND TO THE WEST, EAST, ITT DRAINAGE NOTES: AND SOUTH OF THE PROJECT. DRAINAGE SYSTEM WILL CONSIST OF DRY DETENTION AREA WITH O NUMBER OF PARKING $'I DISCHARGE TO THE R0ACI SWALE ON CLUB SPACES & WILL BE THE SITE WILL REQUIRE FILL IN ORDER TO MEET DESIGN n�1 LIMITED TO THE PRE-Dl�•ELOPMENT RATE. SFWMD CRITERIA FOR WATER RATE. S CRITERIA QUALITY ANDQUANTITYHANDICAPPED STALL U NGENEF ELEVATIONS. THE FILL WILL BE OF A GRANULAR MATERIAL SUITABLE FOR COMMERCIAL SITE DEVELOPMENT. TREATMENTBE PROVIDED. (QUALIFIES FOR THE FILL SFWMD NONT)WILL MATERIAL WILL BE OBTAINED FROM AN APPROVED BORROW PIT. I ( LAKE LUCIE ESTATES EXISTING LAKE FUTURE LAND USE: RU CONTROL Et. 125 I ZONING: PUD I I I I I EX. 24"CMP INV. EL, 8.80 \ \ PROPOSEDCONCRETE _-_---- DUMPSTERPAP WlB' ---------------- HIGH MASONRY WALL----- - - _ - & STEEL GATESi (TYP.) (SEE DETAIL) N 89"54'59" E 201.69' PROPOSED CONCRETE PAD W/MOUNTED TRANSFORMER CONCRETE PATIO AREA 26' PROPO�ED COVERED BAR AREA ------'- CROSSACC ONE -ONE-STORY CBS AR RE EASEMENTP SAVANNA PSOCIAL )TALL LA 1e O P.B. 83, PO. GROSS FLOOR AREA = 6,444 S.F. 6 10, 26' 1" 61 5' 7. 6FRONw ADATRUNCATED COVERED PI -6 U DOME MATS T ENTRY M.C. SIGNS I (TYP.) W/ PAVERS (TYP.) L J N PROP O w WIF V FLAG —a — ILL SLM PRAG. %« I 10. \ 2 S T. bG 'E 8O I 4EMENTPER STORAGE ROOM _ I 89"54'59" W� u9 R5 12' 12' y, I 12' I 12' C�I R5' 25.00' o r PROPOSED 0 a ". �" o (�) PAVEMENT TYPED' 0 DK 1360-2808-1 1v PROP. 6' & X. STOP 8 ♦. -----X.STOPWOOD S E TRAP I MIN. SETBACK REQ. FRONT aZ_ 1 SIDES )O CNR SIDES REAR30 _ ZNG. TECH. \\ 8' HIGH VIOYL FENCE \\ W/LANDSCAPE PER 1 \ SLC CODE 7.09.04 (E) SERVICE TO GRINDER STATION /ICE &D 10' 6' PSLUSD POI TYP, O9 SF OF SERVICE R � PROPOSED - - GRINDER _ I x 48' VACUUM I I STATION ON a� o CURB �^ TRUCKAC SS _ % 3 5' o RV (TYP.j L -PgNfR i corlTaoE . 1 � _ TAIL'A' OLD tU 1fT 10' O ro 21"PINE TYP. • 6' SI TYP.�. n� mmi m ______-AS ______=-\ o .___ r - - _ -_EXISTING J L_ — —'W II — t' i — _FM1�_ -- t FM— \ LUB COMMUNITY CMITE�Isn G I PURE LAND USE: COM , pRafr - , 10'ACCESS & EXCLUSIVE UTILITY EASEMENT 1 PROP, SANITARY t-URUI- MAIN UTILITY o l _ r----i-=a—=—==—=---------------- t EX.FIRE-2� I HYDRANTI h � �_ L` r.'ss, Rz `\''��V DRY ---__ DETENTION AREA#2 H1N � t0i" FM TRACT D-1 LAKE LUCIE ESTATES FUTURE LAND USE: RU ZONING: PUD 1ACCESS EO' x EO' &EXCLUSIVE'TILITY �ASEMENT 1 I HOSE) IBB FOR LIFT ACTION _,' FkjgT�A,Qs•\`� \\\� \`� //// i III e.I% EROSION AND SEDIMENT CONTROL - CONTRACTOR IS :RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL USING THE LATEST F.D.O.T. STANDARDS, BALED HAY, STRAW, AND SILTATION BARRIERS WILL BE INSTALLED WHERE NEEDED TO PREVENT SILTATION OF ADJACENT PROPERTY, PUBLIC RIGHT- OF-WAY, WETLANDS AND WATERWAYS. THESE WILL REMAIN IN PLACE UNTIL GRASSING OR SODDING HAS BEEN COMPLETED OR UNTIL SILTATION AND EROSION ARE NO LONGER A THREAT TO ADJACENT PROPERTY AND WATERWAY. THERE ARE NO WETLANDS ON THE PROJECT SITE OR IMMEDIATELY SURROUNDING THE PROJECT SITE. THE PROJECT LIES WITHIN FLOOD ZONE 'X', AS INDICATED ON THE SURVEY. LC - SITE LIGHTING FIXTURE SCHEDULE ARK MAWFACTURER - PART NUMBER VOLTAGE "UMNO U DESCRIPTION ND TYPE WATTS SB BRONZEUTE - G81754H-R-W-S-208 I MH 175 208 UNMADE INGRADE LUMUNAIRE, BMNrMr?7' SE SF UTH NIA-KAD 250S 94 UTHONA-KAD 250S t2 1 I MS UPS 250 250 208 208 POLE TOP POLE TOP I9 SQUARE OJTOR LUMNAIRE .125 NOMINAL LENS. FLAT ALUTAIIAIM DOOR FRAME. FORWARD THROW, FUi AUMIIIUM DOOR FRAME. k2 DSTRIBUTION SI UrM4A-KAD 250S 13 1 IRS 250 208 POLE TOP S A LUMI AIR .,1 L LUIS. FLAT ALUMIIUM DOOR FRAME, R3 DISTRIBU➢ON. PRE -CAST SPEGAL➢LS - 4OFT TYPE 111-0 POLE '7TATMMNCRETE POLE WTH STA PIPE TENON, 3'x5' HANG HOLE W/ALUM. COVER. - SIGN (1 MIIN. HANDICAPPED SPACE DETAIL American Legion Post Mlti ation Table ................ .................................. I ......... ... ...........................................................I........................... 5/31/2012 Tree Common Name Scientific Name DBH (inches) Mitigation its Un Fate Notes No. Pinus elliottii 4 _ Preserve MPresene tt Oiie 1 Slash pine 2 Slashvpine Pinus elliottii. 3� 0-%ite 8 Slash pine Pinus elliottii 4 Fireaer.\,e, .... Oftsita...... 4 ..............I.............1............................................. Stash pine Pious elliottii ..........................,.....,.......... 3 Preserve Oflsite _ 5 Slash pine _ Pinus elliottii - µ 2 Preserve Offsite 6 _ Slash pine _ Pinus elliottii 2 Pre ...P Offsite „ ... ............_ ............... Slash pine .... Pinus elliottif 4 ............... reserve Offsits ..... "7.......... 8 ...... Slash pine I- ............. Pinus elliottii .. .. 3 - Preserve Offsite Offsite 9 Slash pine Pinus elliottii 5 Preserve " 10 Slash pine Pinus elltottu 2 Preserve Offsite 11 Slash pine Pinus elliottii 4 Preserve Oifslte 12 Slash pine Pinus elllottii 7 Presere Offslt_e Offslte 13 _ Slash pine Pinus elliottii 1 Preserve 14 Slash pine Pinus elliotf ii 3 8 „ Preserve ....... ............. A on Fence I 9 ................. ......... 15 Slash pine ................... ...... Pinus elliottii 7 14 - Preserve "Preserve W Alonq Fence 16 " r" "+ Slash pine ...W Pinus elbottn 1 "- 2 17 Slash pine Pinus elliottii 2 _ 4 Preserve- 18 pine Pinus elliottii 3..........................8,..............,...res ....e.............................,.,.,....... ..............Slash 19 Slash pme Pinus el6ottii� • • •�� 4 8 Preserve 20 Sand pine Pinus clause 4 8 Preserve —, 21 Sand pine Pinus clause 2 4 Preserve 22 Sand pine Pinus clausa 3 6 ........................................................................... Preserve 23 II Laurel Oak uaIcus launtolia 2 4 Preserve 24 Sand pine Pinus clausa 3 8 ..-,.........._.. Preserve 25 pine. Sl . in � inu Pious elliotta 2........_ _,.... . _."..,.". _.... 26 "Slash , . Sand pine. ..,..... _ clause ........ ......................".............. Demolish ......... 27 Sand pine ....Pinus ........................."3...............................,............Demolish...,,.....,......�,.....,. Pious clause 3 Demolish - 28M — Sand pine Pinus clausa„ w — 1 29 Sand pine Pinus clause 1 Demolish .................................................... 30 Slash pine ......... _........,."..............................,...-,...................,.......,...-...-......-......,......._,...".,.......,......... Pinus elliottii 3 Demoiis ......................................................... 31 Slash pine ...............e.1.........n.............................,....,.....,...............,..,.,,,...... Pinus elliottii 3 Demolish 32 _- Slash pine Pinus elliottii 2 Demolish 33 Slash pine �.,.,_.._..- _ Pious elliotta 1 Demolish 34 Slash pine elhottu 3 3 Demolish 35 Slash pine „Pinus Pinus elliottii 3 Demolish 36 Slash pine 1' 'i Pious el iotti ' 2 Demolish 37 Slash pine Pinus elliottii 2 38 Slash pme Pinus elliotta 2 Demolish 39 Slash pine Pinus elllottii 4 Demolish 40 Slash pine Pinus elliottii 3 Demolish 41 Slash pine Pious elliottii 4 Demolish 42 .. .. Slash pine Pinus elliottii 2 �_. Demolish - 43 _.. Slash pine w_ Pinus elliottii 1 Along Fence Slash pine Pinus elliottii 2 ••.,•„ Dem olish ......Along Fence ....,. _,,,,-... „44 45 .. ...... . .. pine...........,.,,.."Pinus ........A......I.......,....."....-. elllottii 3 Demolish .................. ..............Slash 46 Slash pine Pinus elliottii 9 18 Preserve Along Fence 47 Slash pine Pinus elllottii 8 16 Preserve Slash ptne"......... Prnus a Iliottil 7 14 Preserve _..._ .. "...,. ...48 49 • ... Slash ine P elliottii . .•.••.,•18•.,,••, .•Preserve •, ,,,•„ .....50.. .... Slash pme ,.,,••Pinus Pinus elliottii �� ..........9 ........... 4 -- 8 Preserve _ Along Fence ..,......,..... 51 __............,,..r._,._...... Slash pine ...,......_ Pinus eltiottn .... 9 ._., 18 Preserve 52 ....,.-.w-."m.__._ Slash pine Pinus elliottii 4 8 Preserve „w„,„, ,,,,",, .. 53 Slash pine Pinus elliottii 5 10 Ww16 Preserve .... 54 _.. Slash„pine Pinuselbottf1', w_8 Preserve Along Fence 55 Slash pme Pinus 1111ottii 9 - Preserve 0"site 58 Slash pine Pinus elliottii - 3 Preserves Otfslle sh pin P117us elltottu 4 -. Preserve C trite hpmePreset* 4as 151te h pi Pinus elliotta 8 Presene 0lisde 60 Slash pine Pinus elliottii 3 ..•. Preserve Offaite ................ 61.... Slash pilie..... Pious elliottii 3 Preserve Offsite 62 •A Slash'Qine _ w Pinus elliottii- 6 �-Preserve 011site 63 Slash pine Pinus elhottu 6 _ ,."._ Preserve Oflsite „. 64 Slash pme Pinus elliottii _. , 7 .....•..........., Preserve Ottsite 65 Slash pine Pious elliottii 8 Preserve C frsite ..-_.... 66 -...,,,.,... Slash pme _...,,-......-..el ._-.,. Pious elliottii 7 14 Preserve _ 67 Slash pine Pious elliottii . 8 ,..„, Preserve ..... ... Oifsite _...._. ............... 68 ........... ..... ... .......... Slash pine n.................... a//.i,....,"...... Pious elliottii 9 18.......... Prase ve .... .... „ ..... ..Offsite.. ................... 69 ash p........ Slash ine .,......... i .......I................ Pious elliottii . ... � 10 _..-12 Preserve _-_.,...,�. ' 70 Slash ine Pinus elliottii 1 8 Preserve Preserve mm..,._..- - 71 Slash pine Pinus elliottii 6 ..-12 72 _•.... Slash pme Pinus elllottii 5 10 _• ,,,,,•, Preserve.. .., .... _"..-....__._-91- 73 .. Slash pme .. Pinus elliottii . 5 10 Preserve 74 Slash pine--- Pinuse111ottii 73.5 27 Preserve .................................... 75 elliottii.........................2�.....,...........",...42.,. ...... ....Preserve ...................... ...........Slashpine..................PIr 76 ... Slash pme Pinus ellwttfi 21 42 Preserve _ - 77" Slash pine Pinus elliottii 21 --� 42 _ ._ ... Preserve _ .,,. w _ 78 Slash pme _-.. Pinus elliottii 12 24 ,._ . ` o&-i Demolish„_, 79 _m ....,._-._._ Slash pine Pinus elliotta 16 5 ................... 33..........D emolish ............. 80 Slash pme • Pinus elliottii 12.5 2b Demolish 81 Slash pine Pinus elliottff 12 24 Demolish Demollsh" „ 782' Slash pine Pinus elliottii 12 24 83 pine elllottii ..............Slash 84 ......... Slash pme ......... .Anus ........... Pinus elliottii .....19:5......................38......,...."Demolish.,...................................,.., 16 32 Demolish - 85 Slash pine Pious elliottii 13.5 27 Demolish 86 Slash ine P ellfo..-........................ �.._........... 24............Demolish.. ...... ........ _.... .".., ,...... 87 ..................Pfnus Slash pine Pious elliottii 16 32 Demolish . 88 ...... Slash pine Pinus elliottii 14 5 29 Demolish Mitigation Debits: 313 _ Mitigation —edits-423 -� Total Mitigation Regwrernerlts •110 ...... ...._..."........... I .................. A -,; *All p-alms are measured in feet to clear trunk Know what's BELOW. GAH before You dip I Cal M two wairVess days Wore dg*>o 30 LOT 9 LOT 8 LOT 7 GRAPH SCALE LAKE LUCIE ESTATES LAKE LUCIE ESTATES LAKE LUCIE ESTATES SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE SINGLE FAMILY RESIDENCE 0 15 30 60 120 FUTURE LAND USE: RU FUTURE LAND USE: RU FUTURE LAND USE: RU ZONING: PUD ZONING: PUD ZONING: PUD r------ I _ ` 1 1 J --1------1 I ( IN EET) if` i L.J i inn : 30 ft. 1 I 1 I I EXISTING I HOUSE LOT 10 ``� / I EXISTING I EXISTING LAKE LUCIE ESTATES HOUSE\ �i EXISG I HOUSE I I HOUSE SINGLE FAMILY RESIDENCE FUTURE LAND USE: RU � ZONING: PUD / i I I I L------------------ ,7 �_---_____—_J QV �-'--__J 77 MF _ h".�. ' /////////� _. / a %� r (REFER TO CIVIL PLANS) TREES PER SPECIFICA-1 ONS�� • �' I I I I I INTERIOR LANDSCAPE CALCULATIONS GREENSPACE REQUIREMENT: • PAVEMENT AREA = 34,574 SF (34,574/18 = 1,921) • GREENSPACE REQUIRED = 1,921 SF GREENSPACE PROVIDED EXCEEDS 2,000 SF INTERIOR TREE REQUIREMENT: • INTERIOR UIRED 11 ALL TREES PROVIDED NTE TREES RE Q • B 9 1 18 = GR EENSPACE REQUIRED DIVIDED Y 180 1 2 / 0 11 SITE DATA: • 990 LF AROUND VUA DIVIDED BY 30 = 33 • 33 TREES REQUIRED (ALL TREES PROVIDED) 1 4 ALL EXISTING TREES 10 BE PRESERVED SHALL HAVE I-REE fF F-"� I �. 2 i QV MITIGATION CALCULATIONS PROTECTION PEF THE I' ' (' I •'UPD' DETAILS. I FYP.) I I I I. I ' TREES TO BE REMOVED (PER SLC MITIGATION SIZE TABLE): .i `'1 ! I • 156.5"DBH 02:1=313"DBH 1 I 8,08 b "I' I i TREE TO BE PRESERVED (1" DBH OR GREATER): SOD I I I' I " I I • 211.5" DBH@ 1:2 = 423" DBH I. 1. • I I' I I I SI I 'I NSF I I REQUIRED MITIGATION: 3 L' I I I I I • 313" - 423" = (-110") DBH TREES REQUIRED FOR MITIGATION i- � I • I I. I CE I NO MITIGATION REQUIRED I ZI•. I T-TH LANDSCAPE LEGEND T .::.... m -- - `d,• � ( • ) TREE TO BE PRESERVED Bw • ^ - ^... m X / w .. Cry �o I , I � / 4,47 oI z fa _ SOD QL TREE TO BE REMOVED v I 78/ II I z , I 3 I QV ° CE I TRACTA-1 /-` LAK LUCIE ESTATES EXISTING LAKE I I CONTROL EL. 12.5 -------------------------------- \ EXISTING \\�� BUILDING \\ '• F.F.E.=16.50 \A •v, a. +a, d \ a \ i -------------------------- EXISTING HESS GAS STATION FUTURE LAND USE. COM ZONING: CG EX. IT PVC WATER MAIN 89-M 59" VV l FUTI, IRE LAND USE: RU (N.A.V.D.) _ZONING: PUD I` , 7•' 1 4 i I I EX 24 I 1 INV. E. vv PROPOSED CONCRETE 16 80 /DUpM� PSTERyP.AD & WALLL Q FS i `T l 'W fh.PLANS) •- _• 3 IC 7 Lod 26' CROSSACCI EASEMENTF SAVANNA PLA P.B. 63, PG. FLAG EXTOP BAR STOP=-. aIWIV •- II,� S_e -'--i I lrlF� I1111 1,A, 1�II�I t,•%�1 r-�- - J�AWgq"NS EXISTING ---_� —T TEL — ?- --W— —---t V J! — 4 EX. 6- PVC \ i FORCE MAIN —FM ^— —FM-— FM —FM— —FM —FM\iI--I—FM-- SAVANNA CLUB COMMUNITY C NTER I FUTURE LAND USE: COM I RU IVEV v ZONING: CG E 201 USDA HARDINESS ZONE 10a: 30' - 35' F :oii/'L//J//M//////X/ +`��;iiiiiiiiioo��::�iiiii°vieiiii�iii,:zo.��_ iivioiiiio. ��/.�/iiiiic•.rJ� ,���o: oi.-iiiii✓miroii�'+ • • • TO COORDINATE �,/i/oiiii�.�i/mvi.. CONSTRUCTION TO PROTECT EXISTING TREES ITYP.) GGG1i 0 m � PROPOsR SOCIAL OtE' ♦�i GG 1 G Is 14 / ® 1� J ��`1►i ��� _ �000OO� � 1 o n�r 1�L rr ° rt� � � .I Iv • - -, r.:. ®_ t i r I II_ 968 SOD ���!�.6v/i//�•i/�r�biii %//////Y%69� I//A//////////////////////////JJ.J.�.s;x�1c1/�su3zr.✓✓ysasJiYJ✓wJi1�.a,I%//.tr///////� �/�////�/� /�] �. �♦ QV I PROPOSED BOTTOM OF SWALE (REFER TO CIVIL PLANS) TRACT D-1 I ) \ VS LAKE LUCIE ESTATES \ 42 FUTURE LAND USE: RU .\ VS ZONING: PUD I i v v vQV 'x \ �l i 4 '0 + END 8' HIGH VINYL FENCE (TYP.) ++ (REFER TO CIVIL PLANS) ACCESS & EXCLUSIVE UTILITY SEAIIENT QV t%- ------- HOSE BIB 6 1. f•1tsT�NQs�' : .� TD ------------- r N C o `! O 0 +- +- m U a �v O s10 U u0 -C 0 K U U) >_ C E ; Q D ^` a- , Q— ) DO DO N U Z N o to 0 C �r o C C < 0 — N E •C � o C C U W CL O 8 v n WU M cV) O O (.9 CL Q LU .j > z U- J IndQ Q CO U �% � - j U 0 O (� z 0 W Q ® J z QLij U CL r� W rW CL ALL DRAWINGS, SPECIFICATIONS AND RELATED DOCUMENTS ARE THE COPYRIGHT PROPERTY OF THE LANDSCAPE ARCHITECT AND MUST BE RETURNED UPON REQUEST. REPRODUCTION OF DRAWINGS SPECIFICATIONS AND RELATED DOCUMENTS IN PART OR IN WHOLE IS FORBIDDEN WITHOUT THE LANDSCAPE ARCHITECTS WRITTEN PERMISSION." 04H �. HALL JUL 0 6 2012 LANDSCAPE PLAN SCALE: 1 "=30' DRAWN BY: JAH/WAF DRAWING #: 1a99.1—x1st-2012-0S-03.dwg FILE #: 18W 1 DATE: 05/03/2012 I 1 Received uy / N E E T # ,Planning Divis on ' JUL 0 5 2012 LP- I 8L Lucie County '—O" T.O.B. A.F.F. 5/8" thick stucco Quoins with smooth finish O'—O" = rl s d la OakRidge Shingles 9II-0411.03 nailed with typical 1-1/2" ring shank nails I" from edge and (." o.c. thru 301b felt on 19/32" CDX plywood nailed to trusses per roof sheeting attachmert diagram on r�> f�— 12 4 SLOPE Decorative Cupola (see attachment detail) 12 SLOPE 1,4 12" o N I 1/2" thick smooth stucco 8 thick 1,,hl texture a-- stucco on typical concrete 2" finish at all window and block construction oQ i door openings — I 5/8" thick stucco ® ® ® ® KMQuoins with smooth finish i I o I 2 I 5/8" thick light textured a I stucco on typical concrete block construction End Zone at FRONT 12 4 SLOPE ELEV/470N I I/2" thick smooth stucco End Zode finish at all window and Iat 4'—el' door openings I � I � 0 a 5/8" thick light textured stucco on typical concr�Se \° block construction I I mo 5/8" thick stucco QuoA with smooth finish $ LEFT ELEV/470N ELEVATION NOTES: OakRidge Shingles #11-0411.03 nailed with typical 1-1/2" ring shank nails I" from edge and 6" o.c. thru 301b felt on 19/32" CDX plywood nailed to trusses per roof sheeting at achment diagram on roof plan 12 SLOPE 4 12 SLOPE 4 I 5/8" thick atucFo Quoins with smoothlhmsh I� I O I I Ehd Zone it I SCALE: 3/16" = 1'-0" — Overhangs at 1'-0" unless otherwise noted on Roof Plan — roof ppitch at 4:12 unless otherwise noted — SHUTTERS ARE TO BE DECORATIVE BUILDING COMMUNITY ARCHITECTURAL STANDARDS BUILDING COLORS MARQUIS SIGN a.) Green Roof code 25 b.) Pale yellow walls code 21 c.) white Trim a.) Double Faced b.) 400 sq. ft. c.) Height not to exceed 30' d.) Fluorescent back lit BUILDING SIGNAGE : a.) ALL lettering to be min. 12" and max. 24" in height b.) ALL to be Fluorescent back lit ROOF DESIGN : ARCHITECTURAL STYLE: D Predominantly vertical, rectangular windows 2.) Clear glass windows - 188% light transmission or more) 3.) Square Columns 4.) Arcade/ Loggia 5.) Standing Seam Metal Roof 6.) Display Windows 1.) Portico/ Porte Cochere a.) Three or more roof slope planes per primary facade b.) Additional vertical change In roof height (min. 2') c.) Dormers or other additional roof elements facing primary street d.) Portico, arcade or similar element located at main building entrance(s) 12 4 SLOPE thick stucco Quoins l with smooth finish / I I I I I 1/2" thick smooth stucco finish at all window and door openings SCALE: 3/16" = 1'-0" End Zone at OakRidge Shingles #I1-0411.03 nailed with typical 1-1/2" ring shank nails I" from edge and 6" o.c. thru 301b felt on 19/32" CDX plywood nailed to trusses per roof sheeting attachment diagram on roof plan 12 4 SLOPE 12 4 SLOPE I 5/8" I<hick stucco Quoins wilth smooth finish I I I I I End Zone at e I G T fH m `- 3 O g 1/2" thick smooth stucco finish at all window and door openings ELEVATION 5/8" thick light textured stucco on typical concrete block construction 12 SLOPE 4 0 End Zone 5/8" thick stucco at 4'-B" Quoins with smooth finish SCALE: 3/16" = 1'-0" OakRidge Shingles 911-0411.03 nailed with typical 1-1/2" ring shank nails I" from edge and 6" o.c. thru 301b felt on 19/32" CDX plywood nailed to trusses pe of sheeting attachment diagram on roof plan 12 SLOPE 14 5/8" thick dtucco Quoins with smooth finish thick 'smooth stucco�J End Zone finish at all window and at 4'-8" door openings F,,-, F./4 F-, F. L F. V /4 T 10 N THESE PLANS AND ALL PROPOSED WORK F'ARE SUBJECT TO ANY CORRECTIONS s REQUIRED BY FIELD INSPECTORS THAT SCALE: 3/1C = 1'-0" $1111"MAY BE NECESSARY, N ORDER TO I 'COMPLY WITH ALL APPLICABLE CODES." FILL COPY I \ I Erd Zone aIt 4'-8" DATE: ELEC: is N � O N � I 50 w— a �O cUU� I 2 U s 0 p �9 U �I N ctl O < Q3 O a oo M v v in a0 N ,o O C CNN 00 c0 uU E � W a Q U Qom) N (�! # 2 (6 N ONN-u6 NO�t-,� U ,_+ �1L Q E1L I Qi W co L � Sheet �-1 OF 9. Comm # Oq-51 Provide 8" . 12" concrete column with (4) 36 bars vert. and a3ties at 12" o.c. vertunder girder truss 12'_6'. 10'-0" a J o OFFICE 100 24' 14'_b STOREROOM 101 Fill O v 9 &M I l�sls7�se�ll • - _. II Accessible 42" �I Clear Flom Space Req. 1 cool w A a• \ O y WALK-IN COOLER/ b FREEZER _- -- 103 r LJ I � - J r r - r Provide 12"w x 36" high LIQUOR (� II access in wall above bathrooms STORAGE ° `_' ❑ ;; ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1:1 II b, I I I I I �1U I rle I� GREI G HALL I� III �2 IO ❑ II ❑ ❑ ❑ ❑ ❑ ❑ II �--11_2,. tShel�l -. MEr II 11. UJOMENto1 I OD w_ SL II II El I I Hf-see plumbing water la an 1 see plumbing pia for s� I I I n n II seedetalsatio heet Fic3C �I far I I IO ❑ LL= - �_ - +�L - - -'_I Wall I of Honor 4" soffit for ceiling transition I I 120 Seats In Great Hall ��Iv ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 111111 ❑ ❑ 0" wide soffit / I at topp of folding 4 oa io conceal tr 109 GUEST© I I n nnn n nnn n nnn ENTRY 44 O 24" Typical FIII Provide a" r 12" concrete column Max. Spacing with Iq) 96 bars under And 4 3 ties at 12" 0. c. vent. under gird r trues FLOOR FLAN N vV/ POW MEMORIAL I" ENTRY 4'-10.. 24 -6" 24' 14 -7 T.'Fat rovide 8" x 12" concrete column ith (4) ab bars vert, and c3 ti 12" o.c, vert. under girder tru .v v bar 1�42' high rr counter top +CO2 3" high able air ccescible hear Floor Pace Req. 30 Seats at gar BAR 105 VERIFY ALL EQUIPMENT LOCATIONS, SPECIFICATIONS ETC .... WITH KITCHEN a AND BAR PLANS BY OTHERS L7 MEMBERS S \ J I" 1 Ut- jil KB v 1 4'-10" 12"_r ry 33' high counter top lia-s H a POOL TABLE BY OWNER e gOOI abl4 -b O �o ODrgwall soffit above bar - see ceiling plan on sheet RF-I O O a O< >0 42O" high counter top 112 Seats in canteen 1-4` n /- A NTF=nl IIO TYPICAL NOTES: SCALE 3/14" = 1'-0" I. Contractor to verify ALL notes and dimensions prior to 20. All exposed attic insulation materials installed on attic floors shall have a critical radiant proceeding with work. flux not less than 0.12 watt per square centimeter. Exposed foam plastic insulation 2. Contractor to STRICTLY enforce ALL OSHA Requirements, materials exposed on the underside of the roof deck with F.S.C. Residential Section R314 - see permit or on the attic walls shall comply info box of code edition 3. ALL Lumber to be used as Beam, Rafters, etc... to have 21. G psum board material shall conform to ASTM C36, C19, C415, C514, C00, C931 a minimum 1,400 P.S.I. fiber stress. C60, C1002, C1041,C1111, C1118, C1218, C1395, or C1396 and shall be installed 4. No dissimilar metals to touch. according to the following: 5 ALL Concrete used for slabs shall be 3000 PSI concrete and ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to Shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix 6. Drywall at ceilings shall be leveled and attached to bottom chord of trusses with screws. 1. ALL wood in contact with concrete shall be pressure treated. 8. ALL wall dimensions are nominal and not finished wall or stud dimensions. 9. ALL plumbing fixtures to be low flow. 10. Contractor to Provide Pan 8 Drain at water heater in accordance with the Florida Plumbing Code. current edition, 11. Contractor to Provide a 2'-8" wide door at one bathroom for handicap accessibility requirements, 12. Lowest finished floor to be set by Governing Building Department surveyor to set in field. 13. Separation between residence and garage shall be per FBC R309.1 and R309.2 14. Door between garage and residence shall be 1-3/8" solid wood - 20 min. fire rated 15, The Garage shall be separated from residence and the attic area bg 5/8" type "X" Drywall Location Orientation Framing Member Max. spacing Nail sizingoptions for p Thickness Spacing of fasteners installation of drywall into Maximum wood framing members Nails Scr we 2" x min. thickness Ceiling Perpendicular 24" 1" 12 13ga 1 3/8" long with 19/64" head 0.098" dia�Rer x 11/4" long annular -ringed or 5d cooler nail /2 OR Walls Either 16" 8'" 16' 0.080" di . x 1 5/8" long with Direction 15144" head OR G4rai board nail 0.086" dia. x 15/8" with 9/32" head. Ceiling Perpendicular 24" 1" 12" 13ga 1 5/8" long with 19/44" head OR 0.098" diameter x 1 3/8" Ion g annular -ringed or Ld cooler nail s 0.092" dia.OxR 1 1/8" long with Walla Either L" all Direction I14 head OR Gypsum board nod 0.0915" dim. x 1 1/8" with 19/4 ", head, 16. drywall applied Garages to garage wall. beneath habitable rooms shall be separated from all habitable rooms 22. ALL ceramic the Surfaces installed shall conform to ASTM A108.1 thru A108.4, above by no less than 5/8" type "X" drywall A108.1, A118.1, A118.3, Al2,LJ and A 31.1 17, ALL Floor to ceiling assemblies shall be protected by 5/8" type "X" drywall 22. Cement, fiber -cement or glass mat gypsum backers In accordance with ASTM 18. Wall and Ceiling shall have a flame -spread classification of not greater than 200 C1288, C1325, OR C1118 and Insta ed I.A.W. manufacturers recommendations shall Ia. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 be used as backer for the wall tole n tub areas and wall panels in shower areas. = New 2" x 6" Non- bear ng stud walls. Provide 8" x 12" concrete column with (4) n6 bars vert. and a3 ties at 12" ox, vert. under girder truss FIIECOPV TI'I"SE PL(�N^ .+lD ALL PROPOSED WORK f°:,f°, SUBJL (" f TO ANY CORRECTIONS I HE INSPECTORS THAT' Rt 'AIRED Ay BE I 'CEnSAM, IN ORDPq� TO O aIPLY WI' .! ALL,#PLICABLE CODESr 12'-4' 11 PAT O SLAB v VERIFY ALL EQUIPMENT LOCATIONS, SPECIFICATIONS ETC ..WITH KITC EN ;r AND BAR PLANS BY OTHERS i LA 42" high counter top 34.5" x 31h" x '.6"t O O 0/ O O Steel Column wrap I"x ed I"x 6" with cedar and cedar base and ca tal trim . -_II Accessible I counter top I 33" high counter t ® O TSIDE o R j IA O" b II O 11 11 11 0 I � i O r v II iv I 14 O II O _ I P II O O O O Silt" x 3'fi" x/"t 42" hig. Steel Column wrapped counter top cedar "based and capital Ltnm 2' -2" PATIO SLAB 30" min. Corner Steel Lap nts SCHLAGE DOOR HARDWARE Symbol Description Product Outside Trim Inside Trim Latch Strike oa Thickness Dim $L Storage Rm Look AL80RD SAT 626 Is/q" EL Entrance/Offics AL50RD SAT 626 PL Passage Hardware ALIOS SAT 626 P Public Bathroom T.B.D. PUSH PLATE DA PULL I Plate ALL TO BEMDETERMINED BY CONTRACTFINISH AS CLOSE AS POSSIBLE AUTO CLOSER Symbol Description BRAND SERIES ARM Handing Finish Options Door Thick © Auto Closer Corbin Russwm OC3200 Standard Verifg 626 M54 is/„ ®Auto Closer with hold open Corbin Russwin DC3200 - A2 Verifg 626 M54 11/' Panic Hardware = PER NOA FOR EXTERIOR DOORS PERMIT INFORMATION THIS PROJECT HAS BEEN DESIGNED AND SHALL ADHERE TO THE 2001 EDITION OF THE FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS AS WELL AS THE CURRENT PREVENTION CODE. VERSION OF THE FLORIDA FIRE FOR WIND DESIGN, THIS PROJECT HAS BEEN DESIGNED AND SHALL ADHERE TO ASCE 1-05. ELECTRICAL SHALL COMPLY WITH THE 2008 EDITION OF THE N.E.C. THIS PROJECT SHALL COMPLY WITH 2O10 NATIONAL FIRE PREVENTION CODE AND THE 2009 LIFE SAFETY CODE. rALLOWABLE UPANCY TYPE(S): EMBLY A-2 BANQUET UET HALL I TSt IL HEIGHTS N AREA: ASSEMBLY OCCUPANCY "A-2" MAX STORIES ALLOWED - 2 STORIES PROVIDED = I MAX. AREA ALLOWED PER STORY = 9,500 SQ. FT. AREA PROPOSED = 4,120 SO. FT. SQUARE FOOTAGE BREAKDOWN: ASSEMBLY (A-2): ..................................... .. 4 541 50. FT. KITCHEN: .......................................... �(20 50. FT. BUSINESS: ........ ... ......... .I .......... I........ 140 SO. FT. STORAGE: ....... 203 $0. FT. COMMON AREAS: .._ ...................................... 996 50, FT. TOTAL A/C SPACE: L, 00 SQ. F EXTERIOR BAR: 254 50. FT. (following roof overhang) ENTRY PORCH: 146 50. FT. TOTAL AREA UNDER ROOF: 4,120 SO. FT. COMMON AREAS INCLUDE: WALLS, BAR CABINETS AND FIXTURES, BATHROOMS, WALK-IN COOLER, INTERIOR HALLWAYS, LIQUOR RM ETC... MINIMUM OCCUPANT LOAD: TABLE 1004.1.1 ASSEMBLY (A-2): 4.541 SO. FT. /15 80. FT - 302.13 PERSONS KITCHEN: ................ 420 50. FT. / 100 SQ. FT = 4.2 PERSONS BUSINE55: ............... 140 SQ. FT. / 100 SQ. FT = 1.4 PERSONS STORAGE: .... .... ... 243 SO. FT. / 300 SO. FT 0.81 PERSONS TOTAL OCCUPANT LOAD: 310.0 PERSONS LONSTRUCTION RED FIRE RESISTANCE: (TABLE GOI) TYPE: TYPE IT (B) AND SPRIIN LERED lllllllllllllllll FIRE RATED ASSEMBLIES (HOURS) REQ. PROVIDED PRIMARY STRUCTURAL FRAME O O EXTERIOR BEARING WALLS: 2 2 INTERIOR BEARING WALLS: O O FLOOR CONSTRUCTION : N/A O O ROOF CONSTRUCTION: O O EXIT CORRIDORS, STAIRS, SHAFTS: I I TENANT SEPARATION WALLS: I I FIRE -RESISTANCE RATING FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE (TABLE 602) OCCUPANT FIRE SEPARATION GROUP REQ. PROVIDED MORE THAN SOFT A O 2 THE CONSTRUCTION TYPE IS TYPE III B THIS BUILDING 15 SPRINKLERED PER FBC 903 THE EXISTING ROOF STRUCTURE 15 AS FOLLOWS = LIGHT -FRAME TRUSS TYPE CONSTRUCTION - ROOF ONLY THE ABOVE DECAL IN THE APPROVED SIZE (12" X 12") SHALL BE POSTED WITHIN 24" TO THE LEFT OF THE ENTRY DOOR AND SHALL BE 40" ABOVE THE WALKING SURFACE IN COMPLIANCE WITH F.S. 633.021 SITE ADDRESSES SHALL BE PLACED CONSPICUOUSLY ON THE FRONT OF THE STRUCTURE, SO THE NUMBERS CAN BE SEEN PLAINLY FROM THE STREET NUMBERS SHALL NOT BE LESS THAN SIX INCHES IN HEIGHT = FIRE DEPARTMENT KNOX BOX Q = FIRE EXTINGUISHER MOUNTED LO" A.F.F. EXTINGUISHERS TO BE ABC - UL 2AIOBC MINIMUM WALL t CEILING FINISHES PER F.B.C. TABLE 803.5 GROUP: "A-2" ASSEMBLY Exit Enclosures t Passagewags: B Corridors: 5- Rooms t Enclosed Spaces: Z' PERmrrTING INFORMATION (FORM 100) Florida 6Lwldmg Code: 2001 Edition with 2009 Supplements and ASCE 105 Building Design is: Enclosed Mean Roof Height: 20'-O" Roor Pitch: 4:12 Internal Pressure Coefficient: tQAa psf SubJectabdity to damage from: Weathering: Negligible ible Termites: Ver Heavit Width of Roof End Zone: 4'-0" Wind Speed:mph 3 secondgust Wind Exposure Classification: S._AdJustment factor for Exposure Height: 1.29 Components t Cladding Wind Pressure Roof Zone: 1. +26.2/-41.1 per Roof Zone: 2. +2G.2/-12.5 psf Roof Zona: 3.+24.2/-101.2pef Components t Cladding Wall End Zone Width: 3'-0" Components t Cladding Wind Pressure Wall Zone: 4. +45.5/-49.3 psf Wall Zone: 5. +45.5/-40.9 per Shear Walls Considered For Structure? Yes Continuous Load Path Provided? Yea Are Components an Cladding Details Provided? Yes Minimum Soil Bearing Pressure:2,500 psi. Presumptive: Yes By Teat: psi This Building Shall Approved Shutters:_ Impact Glass: X Both:_ THIS BUILDING HAS BEEN DESIGNED FOR WORST CASE Q = Rod Zane I Wells Zone 4 rvtw -Red Zoe 2 Weis Zone 5 END ZONE corner Zones Rod Zane 3 �r in E L C qJ Z E E c O v to a OUri C I oscv In f`t I I � Q � a ?1 (Q Ir W0 a Op �6 j QU O 0 C) p Window Schedule Mark Size Window Description I. (2) 3'-1" x 5'-3" Single Hung separated bill mullions 2. 1 (3) 3'-1" x 5'-3" Single Hung separated bil mullions - ALL Windows to be PGT white ESP aluminum windows w tint mu / and Ilions er elevations t - ALL windows to withstand Pressures stated in Permit Inrormation Box on these plans. - ALL windows in bathrooms to be tempered - ALL windows within 18" of finished floor to be tempered Door Schedule Mark Size Door DeI tion A 3'-0" X 8'-O" Single Lite Storefront Door B (2) 3'-0" X 8'-0" Single Lite Storefront Door one side operable only C (2) 3'-0" x 8'-0" Single Lite Storefront Door D 3'-0" x 8'-0" Hollow Core - Wood E 2'-L" X 8'-O" Hollow Core -Woad F 3'-0" x 1'-O" Walk-in Freezer Door G (2) 2'-0" X V-O" Kitchen Swinging Doors H 3'-0" X 8'-0" Steel - 2 panel doors J 15'-3" X 8'-O" Accordion Door - Lockable K 36"w X 44"h Cut down ppockt door for pass thru top at 4'-8" bottom Just above counter top - field verify L 3'-0" x 8'-0" double action wood door with push and kick plates on both sides - ALL exterior doors including garage doors to withstand pressures stated in permit Information box on these plans. - Provide one exit door (swing type) that is 3'-0" wide minimum and one emergency escape door (not shuttered). If escape door has gglazing than it must be impact resistant and shall NOT be thru garage, This magg be the same door if it meets both criteria listen above. 1P the door swings out, ther, the landing shall not be more than 1.5 inches lower than the top of the threshold Q 4­r 00 0) 0) ql Ln 00 N ip C (` CI C: aD 00 V E to I 1 V Q 00 00 Q)40 7 NQNry� C L U T- r 6 ID avi o r r itl E tu-'Q � � Q 1 v � f11 Sheet -2 OF 9. Comm kk (Al -n" Provide 8" x 12" concrete column with 14) ttb bars vert. and tt3 tie at 12" o.c. vert. under girder trus Provide 8" x 12" concrete column with (4) ttG bars vert. and tt3 ties - - - - - - - - - at 12" o.c, vert. under girder truss [y 12" I T-8 Typical Fill Max. Spacing ino, I N ... 1 10 ° ° ° ° _ _,_ - IN ❑ -- p-24 -----------------------1-------------------= I I F-24 F-24 ------------------1-------- I F-24 I F_ --- --- I I I I I I -------J I 1 I I L------- 1 I F-90 I O I F-90 • I I I I I I 20'-0" 20'-0" I 20'-0" 20'-0" 5'-0 o I -I ---------------I -----------------1------------------------- T7 I -----1--------------------L--1 -�4 I 6"x6" 4" concrete slab with fibermesh #10/10 WWM on 6 mil OR Visqueen over I 1 I 1 clean compacted termite treated fill F-24 I I I ti 1 I 1/8" wide x 1 1/2" deep sawcut control joint I I to be cut within 24 firs Na I I I after slab is poured 1/2" expansion joint i I (expansion filler w/ sealant I I I at top 8 bottom) I I _.—.—.—.—.—..._._. J ._._._._._._._._._. _.1. .—.--.—.—.—.—.—.—.— —•— I .—.—.—.L. ._.—._._.—._._._. —.-.—.—.—.—.—.—.—.— . .—.—. ._._i. I F-24 I QO � 0 I 1 1/2" expansion joint I (expansion filler w/ sealant I I at top t bottom) I I I I 1 0. xaQ I �❑ I 1/2" 711I I I� expansion joint (expansion filler w/ sealant I - " I Ho l I I at top & bottom) I F-24 I ° I I I I Sin 1 Il i 1° I � ❑ I D I o I I I I , -- - ---- - - - -__ I -- l_ --- ---- - - __ - - _---- - -°-- - - I - - - -I- - - - - - - - - - - - - - - - - - - -I --I I l I o I I I I I/8 wide x I I/2 deep l 4" concrete slab lwith fibermesh OR 1 saWCut control jointI CxC #10/10 WWM bn 6 mil Visqueen over F-24 to be cut within 24 hrs I I clean compacted "rmite treated Fill i F-24 after slab is poured I p I I I T I I I I I I F-90 I ° 1 F-24 I — F-24 ----------------J-------- F-24 I F-24 I I -L —— 1 L—F_24 I I -- �-r-rrr�-r-r- O 24" I NFIDITO z° I IIF)l to o z OJ[DI -r-rrr�-rr- ° � 11-11 17rr-r� , 0 - , --r-r-r-r�-r-r O OO -I-r-r�-r�-r-r- ...lEl 0l1n 12 Provide 8" x 12" concrete column Typical Fill Max Spacing I L - - _ - - - _ J T-e l 12" 12'-6" with (4) ttG bars vert- and tt3 ties at 12" o.c. vert. under girder truss IT-8 O ° O O O I 00 - p p Provide 8" x 12" concrete column 1 r witI at h12(""4 o.c. vert. under ) UL bars vert. and tt3 ties girder truss I LF_36 I_ r-36 1_! _ Paver Decking I---- 2„ 12" 4'-10° 12" '-G" 12" 4'-10" 12" 2° -F-34 39'-G" 12'-G" 45'-G"TERMITE p IY� TREATM IOS_0„ _-_ _... _ _ FOLADATf Oil FLAN SCALE: 3/16" = i'-O" I. Any changes to plans must be submitted to the architect for approval before proceeding with construction. 2. Contractor shall be responsible for verification of all notation and dimensions before starting construction. 3. Soil conditions assumed to be 2500 psf. Should any other conditions be encountered, the architect shall be notified in writing for revision 4. Verify all recess thickness at showers, tile, etc.... S. Contractor to provide filled cell with concrete and 1 45 bar vert. at .48" o.c. max. Provide (1) filled cell on each side of openings up to 5'-11" wide. Provide (2) filled cells on each side of openings from 6'-O" to 9'-il" and Provide (3) filled cells on each side of openings from 10'-0" and up Contractor to see plans for any other condition used. Foundation walls shall have filled cells at 2'4" o.c. unless otherwise noted (see section) 6. Contractor to provide for Form Board Survey - Form Board Survey to be provided to Truss Company prior to truss construction 1. Contractor to provide for soil test prior to construction and provide a copy of soil test to architect for review prior to construction 8. ALL Reinforcing steel shall be grade 60, meeting ASTM A-16 and A-35 specifications. ALL Anchors to be A-30-1 steel. 9. Provide a minimum of 3" concrete protection at footings and 1-1/2" concrete protection at beams for ALL reinforcing bars. il, x 1w concrete coumn biota niiea with cone. and (4) 45 bars vent and s3 tie. at 12' o.c. on 34' x 36' x 14" concrete renting with (5) s5 bars each way bottom heel 45 bar vert. w/ 30" overlap -- at each filled cell I" recess for waterproofing at slab Grade \SEE TYPICAL II SECTION ON II PAGE 0-1 4" concrete slab with fibermesh OR II 6"x6" 410/10 WWM on 10 mil Visqueen over clean compacted termite treated fill F-24 TYFICAL FOOTER DETAIL SCALE 1/2" = I'-0" 3l'-O" T-8 314" x A't ' ;olumn mreRped T-81 cedar and x G" aae and capital trim I I I I I I I I I I I I I I Stop 1 � I I I I 25'-0" I ----------------- T-8-----i Termite Protection for New Construction as per F.B.C. 181L1 CONTRACTOR TO REFERENCE F.B.C. BUILDING.: 1816.1 FOR FURTHER REQUIREMENTS Soil treatment used for subterranean termite prevention Inside the foundation perimeter shall be done after all excavation, backfllling and compaction is complete. If soil area is disturbed after initial chemical soil treatment, area shall be re -treated with a chemical soil treatment including spaces boxed or framed. Treatment must be in accordance with the rules and laws established by the Florida Department of Agriculture and consumer services. Protective sleeves around piping penetrating concrete slab on grade floors shall not be of cellulose -containing materials and shall have a min. wall thickness of 0.010" and shall be sealed within the slab using a noncorrosive clamping device to eliminate the annular space between pipe and sleeve. NO TERMICIDES shall be applied inside the sleeve per FBC Plumbing 305.1.2 Joint to be saw -cut I , " deep same day as pour Spray curring compound Immediately following " toweling _ T � 8 v C I slab on grade m see fnd. plan LO m:3v M SAUJ CUT JOiNT °o B(j� Q SCALE: NTS a Q U O 1/2" expansion joint Spray curring compound (expansion filler w/ sealant immediately following at top $ bottom) \ /toweling '.1. v v 1111— JOINT SCALE: NTS OakRidge Shingles #11-0411.03 nailed with typical 1-1/2" ring shank nails 1" from edge and 6" ox. thru 301b felt on 19/32" CDX plywood nailed to trusses per roof sheeting attachment diagram on roof plan Simpson HETA 20 or equal hurricane anchor at each truss with (10) od x 1 1/2" nails ( 24" ox.) supporting Max. 1805 lbs. uplift Galt' -Alum Metal drip on I" x 2" Drip on I" x 6" Fascia on 2" x 4" Sub -Fascia 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails a staples to provide no less than 1-3/4" penetration into Alorizontal wood framing and 3/4" penetration NT REQLIIRE to vertical wood framing members THESE PL4NS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT, MAYBE NECESSARY IN ORDER 10 5/8" thick light textured COMPLY WITMALLAPPLICA®LE CODES.- stucco on typical concrete block construction FILE CON Footing Schedule Mark I Size and Descri Lion T-8 Thicken slab edge to 8" x e" with (1) 45 bar cont. F-24 24% x 16"d steel and #5 concrete monolithic footing with (3) #5 rebar transverse bars at 32" o.c. bottom steel continuous bottom F-36 34% x 36" bottom steel x IL"d concrete monolithic footing with (5) #5 rebar each way F-48 48% x 48' bottom steel x 16"d concrete monolithic footing with (5) #5 rebar each way F-90 90"w x 60"1 x 16"d concrete footing top and bottom steel with #5 rebar at 8" o.c. each way #5 bar vert. w/ 30" overlap at each filled cell I" recess for waterproofing at slab Run stucco 6" below bottom of block Grade 12 4 PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL shop drawings by manufacturer ) R-30 batts insulation in bottom chord of trusses 5/8" dryw (3) rows of beam block Filled witt concrete and (1) #5 bar Cont. One row of beam block filled with concrete and (1) #5 bar cont. - substitute lintel over openings. 5/8" type 'X' dry all over 1"x furring strips at �6 o.c, with R-5 celotex insulation/ fyf oil on N 8" concrete block #5 bar vert, 'at filled cell ( see floor plan for location > VCT Tile flooring on 4" concrete slab with fibermesh OR 6 x6' 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill ,Vinyl Base - - , =1111=1111=I I I I=1111= -111 7L�wcal Section \ F-24 Scale : 1/2" = i'-O" a ill CL m y0 L cam W N Gn 00 N n7 C C CV CV q) O0 00 U EO D" Q 00 00 tt fa a) p (V N 'J r 6' U v a3 0- 4J m U - J LL LJ Lij L J Sheet 14-3 OF 9. Comm # 09-61 OakRidge Shingles #11-0411.03 nailed With typical 1-1/2" ring shank nails I" from edge and 6" o.c. I1W i IVGnc nrn.il Vi 46 C lGn LrUsa ( 24" o.c.) supporting Max. 1450 lbs. uplift R00F FL 4N - Scale 3/16" = If Oil Overhangs shall be 1'-0" unless otherwise noted on this sheet Roof pitch shall be 4:12 unless otherwise noted on this sheet Truss shop drawings to be provided by manufacturer Any changes to this plan Shall be submitted to the architect for approval in writing prior to starting construction. ALL TRUSS TO TRUSS CONNECTIONS SY TRUSS MANUFACTURER Architect to review Truss Shop Drawings Prior to construction for layout and uplift verification Contractor to provide for Form Board Survey and to provide Form Board Survey to Truss Company prior to truss construction Contractor to provide the Architect with truss shop drawings Including ALL truss cut sheets showing ALL truss reactions prior to START OF FOUNDATION WORK for strap and footing size verification. STRAFFING SCHEDULE "Contractor to verify all Strapping locations per truss shop drawings and verify each truss s Uplift per truss manufacturers cut sheets Simpson HETA 20 Provide Simpson MGT hurricane anchor at each truss Girder Tie down at ALL Girders ( 24" o.c.) supporting Max. Girders with uplift of more 1810 lbs. uplift than 1890 and less than 3400 lbs. w/ 5/8" dia. a.b. preset in concrete beam ' and (22) 10d nails into girder Strap not pictured Typical Masonry Strap Simpson HGT-2 girder strap at each 2 p1g girder with uplifts of more Simpson HTS 20 than 3400 lbs and not more than 6400 Ibe w/ (2) 3/4" dia. bolts press hurricane anchor at each truss into concrete beam or 5/8' bolts thru wood beam. At wood beam, ( 24' o.c.) sup orting Max. contractor to supply a HTT22 Tension tie below double top plate if used 1450 lbs. uplift w(20) 10d nails or 2" dia washers at solid wood beam . Contractor to supply (8) IOd nails into girder truss as well for 3 ply truss use HGT-3 supporting a max uplift of 9000 ]be using (8) 10d nails into Girder and bolts as stated above for HGT-2 and for a 4 ply girder use HGT-4 supporting a max uplift of 9600 ]be using (IL) IOd nails into girder and bolts as stated for HGT-2. Contractor to VerifyC ALL top plate to girder strap uplifts per Simpson Strong Tie Catalog -2004. Contractor to verify uplift of HTT22 strap at bottom of top plate in wood applications. *HGT to have (2) anchor bolts to be a/4" dia with 12" minimum embedment and Simpson SET Epoxy *MGT to have (1) anchor bolt to be sA' dia with 12" Typical Wood Strap minimum embedment and Simpson SET Epoxy 12 SLOPE 4 Additional /Precast Lintel its bars C a_ Lintel Bar Clear u u A 11 u B Length Length Span Bars Bars CLEAR T-10" 2'-8" -6" 2,a3 none 3'-4" 2'-2" 2.43 none 81"1 8P8-IB/IT 8F8-I5/2T Addtional 4'-0" 31-10" 2'-8" 2,43 none a5 bars CLEAR4'-6" "H" f 9'-4" 3'-2" 2,43 none ne Rom of 5'-4" 5'-2" 2,43 none Block Above '•`;�i; "' • „ �T^'•'''=* Precast Lintel ". Al" 5'-I0" 5'-8" 4'-C 2 u4 none 5'-4" 2,1k4 none I hjC1 r I Additional L---- a5 ben ----� �'-6" T'-O" 6'-2" 2 u5 none 8FI4-IB/IT BFIL-8/2T NOTES 8'-4" 1'-10" 1'-0" 2A5 none ALL remforcmg steel is grade X. I. min. coverage of steel=1.5" 2. min. bearing regmred a ea. end=8' 3. standard for rein(, etwwl=A5TK ALIS TYPICAL LINTEL SECTION ( PRECAST CONCRETE ) LINTEL SCHEDULE Mark Window or Door Unit Width Lintel Size Cast -Crete S ecirication Rows of H" Block Abova Bottom Steel sire Top Steel S1�e Maio Gravity Load (PLF) Max. Uplift Load (PLF) Max. Lateral Load (PLP) L22 2'-2' 3'-L' SF8-OB/IT 1 a5 3044 1669 1024 1.31 2'-L' 3;_�. 4'-0' BFB-OB/IT 1 a6 25LI 1363 163 L45 4'-5' 5'-10" BFB-OSAT — — 1 a6 1105 409 339 L50 5'-0' L'-L" BFB-OB/IT I a5 1238 535 121 LLO 4'-8. T-0 8PS-OBAT — — 1 a6 1011 T21 534 L80 8'-O' T-4' 8F8-IS/2T 1 a5 2 95 152 591 512 L90 9'-O' 10'-L' 8F8-I8/2T 1 a5 2 a5 643 530 401 L90B 9'-O" 10'-L" BFI4-I5/2T ONE 1 a5 2 $5 1533 1103 401 LI00 10'-0' ll'-4" 81,1 1 a5 2 a5 582 494 452 LI00B 10'-0' ll'-4' 8FI4-IB/2T ONE 1 a5 2 a5 13L6 1028 452 L120 12'-0' 13'-4' 8F8-I15/2T 1 a5 2 a5 41I 428 324 1.1206 12'-0' 13'-4' I-IB/2T IN I IOT5 TTO 324 14'-O' 15'-4" a 6 22 260409 259L140 L160 16'-0' 1 IT'-4" 8F8-IB/2T I I 1 a5 1 2 a5 1 300 142 144 LILOB 1 I6'-0' 1 17'-4" 1 8FIL-I5/2T I ONE I 1 a6 1 2 95 1 950 SOO 194 - ALL LINTELS SHALL BE MADE BY CAST-CRETE. - LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE - REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ. REQUIREMENTS - LINTELS OVER 14'-0" LONG ARE TO BE PRESTRESSED. (2) 2" X 12" Wood Beam (3) Rows of Beam Block filled with concrete and one 45 bar / continuous in each row Provide Simpson MBHA 3.12 x 11.25 hanger / rI-.. with (1) 3/4' dia. ATR with 1" embedment and set in epoxy. Use (18) IOd nails into Beam Wood Beam to CBS gall Detall CONNECTION GOOD FOR 3115 lbs. UPLIFT ICHMENTS f TWE ND .ECOPV THESE PLNNS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS n REQUIRED BY FIELD INSPECTORS THAT ' MAYBE NECESSARY -IN ORDBRTO COMPLY WITH ALL APPLICABLE CODES: NTS ROOF SHEETING ATTACHMENT DETAIL I. Minimum Nail Size = 8d ring shank (min. 2" long) 2. Minimum Screw Size = #8 x 2" 3. Minimum Sheathing Thickness 19/32" CDX Plywood 4. Use nails or screws based on pressure for roof' stated in permit info box on these plans for zone 3 Keg Area Ede Field Fastener Max. Pressure Zone 1 6" 6" 8d ring shank 45 psf Zone 2 6" 8d ring shank 16 psf Zone 3 4" 8d ring shank 84 psf ** Zone 3a 6" 6" #8 wood screw 112.5 psf ** Use nails or screws based on Aresure for roof stated in permit info box on these plans ?or zone 3 C cu U E 11 03 O [in yv �O < 0I q) Ln 0 LN 0mO r- CNN vU OD 00 EO ,a ()- q 0000 CK) °o # QJ 1 N N L N ONNvcr 6" � 0 � I- to E U_ �4JUL I ,; fa ..i m Sheet A — OF 9. Comm # Oq-5-1 BID INSTRUCTIONS 8 NOTES: A. BIDDER SHALL PROVIDE A COMPLETE FIXED PRICE TO CONSTRUCT THIS BUILDING INCLUDING SITE WORK. B. ANY OMISSIONS TO COMPLETE THE CONSTRUCTION SHALL BE THE CONTRACTORS RESPONSIBILITY UNLESS NOTIFICATION IN WRITING 15 PROVIDED TO THE ARCHITECT PRIOR TO BID SUBMITTAL. C. CONTRACTOR IS REQUIRED TO PROVIDE A PERFORMANCE BOND UPON CONTRACT SIGNING. D. BIDS SHALL BE FIXED PRICE ONLY. COST PLUS OR CONSTRUCTION MANAGEMENT BIDS WILL NOT BE CONSIDERED. DIVISION i CEN RAL A. INCORPORATED HEREIN IS A.I.A. DOCUMENT A201 (CURRENT EDITION). GENERAL CONDITIONS. ALL CODES OR DOCUMENTS ARE AVAILABLE FOR A REPRODUCTION PRICE. B. THE OWNER MAY ACCEPT OR REJECT ANY OR ALL BIDS FOR ANY REASON. C. EACH SUB -CONTRACTOR 15 RESPONSIBLE FOR THE REPAIR OF ANY DAMAGE TO THE WORK, AT HIS OWN EXPENSE. REPAIR WORK WILL RESULT IN DAMAGED MATERIAL RETURNED TO AT LEAST THE SHAPE THAT IT WAS IN PRIOR TO THE DAMAGE. ANY WORK NOT PROPERLY REPAIRED WILL BE DEDUCTED FROM THE CONTRACT PRICE. D. GENERAL CONTRACTOR (G.C.) TO ABIDE BY AND ENFORCE CURRENT OSHA REQUIREMENTS. G.C. TO BE RESPONSIBLE FOR ENFORCING "ACCESSIBILITY REQUIREMENTS MANUAL", AVAILABLE THROUGH DEPT. OF COMMUNITY AFFAIRS, TALLAHASSEE, FLORIDA CURRENT ISSUE. E. WORK INVOLVING THE CUTTING OF OTHER SUBCONTRACTORS WORK - SUB TO SECURE THE GENERAL CONTRACTORS CONSENT AND PAY THE PARTICULAR SUB- CONTRACTOR WHOSE WORK IS TO BE DAMAGED OR MODIFIED BECAUSE OF SUCH CUT. ALL WORK SHALL BE PATCHED TO AN "EXCELLENT" QUALITY OF WORK- MANSHIP AND WITH GOOD MATERIALS. THE ULTIMATE RESPONSIBILITY TO THE OWNER LIES WITH THE G.C. (GENERAL CONTRACTOR). F. G.C. TO OBTAIN, FULL OUT, AND PAY FOR ALL PERMITS AND APPROVALS TO COMPLETE THE WORK. G. DESIGN AND LOADING: STRUCTURAL DESIGN OF THIS BUILDING IS IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, LATEST EDITION. ALL LOADS USED IN DESIGN ARE STATED ON FLOOR PLAN IN PERMIT INFO BOX DIVISION 2. SITE WORK A. CONSULT CIVIL ENGINEERS PLANS FOR SITE WORK SPECIFICATIONS. B. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL OR COMPACTED FILL HAVING A MINIMUM ALLOWABLE BEARING CAPACITY OF: 2500 PSF AT 95% DRY COMPACITY C. THE DESIGN BEARING VALUE MUST BE VERIFIED IN THE FIELD BY A QUALIFIED GEOTECHNICAL ENGINEER PRIOR TO CASTING ANY CONCRETE FOR THE FOUNDATIONS. CONCRETE FOR THE FOUNDATIONS. D. ANY LOCALIZED SOFT SOIL AND/OR FILL ZONES ENCOUNTERED AT THE BEARING LEVELS SHOULD BE FURTHER EXCAVATED TO ADEQUATE SUPPORT SOILS AND THE CAVITY BACK FILLED WITH LEAN CONCRETE, STONE OR APPROVED STRUCTURAL FILL OR THE FOOTING MAY BE POURED AT THE EXCAVATED DEPTH. THE CONTRACTORS BID SHALL PROVIDE FOR ALL WORK REQUIRED TO FOUND THE BUILDING AT THE BEARING ELEVATIONS NOTED IN THE REFERENCED SOILS REPORT. CONTRACTOR SHALL ALSO PROVIDE UNIT COSTS FOR ADDITIONAL WORK SHOULD THE ACTUAL BEARING LEVELS ENCOUNTERED BE FOUND TO BE BELOW THOSE NOTED IN THE SOILS REPORT. E. ALL FOUNDATIONS NEXT TO ADJACENT, EXISTING FOUNDATIONS SHALL BE PLACED IN SUCH A MANNER THAT THE EXISTING FOUNDATIONS WILL NOT BE DISTURBED OR UNDERMINED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY TEMPORARY SHORING AND/OR BRACING REQUIRED TO INSTALL THE NEW FOUNDATIONS. THE CONTRACTOR SHALL ENGAGE PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY MEASURES SHALL BE USED AND INSPECT THE SAME IN THE FIELD. THE CONTRACTOR SHALL FURNISH THE NECESSARY CALCULATIONS AND/OR CERTIFICATIONS, PREPARED BY A LICENSED ENGINEER, THAT MAY BE REQUIRED BY THE LOCAL MUNICIPALITY. F. ALL SITE WORK TO BE COORDINATED WITH SITE ENGINEERING AND SITE PLANS BY FRISCIA ENGINEERING (112) 340-4990 DIVISION 3. CONCRETE A. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) AND WITH "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301), LATEST EDITIONS. B. ALL NORMAL WEIGHT CONCRETE (146 P.C.F.) SHALL OBTAIN A MINIMUM 28 DAY COMPRESSIVE STRENGTH AS FOLLOWS; SPREAD FOOTINGS - 3000 PSI FOUNDATION WALLS - 3000 PSI 5LABS-ON-GRADE - 3000 PSI NON -COMPOSITE FLOOR TOPPING - 3600 PSI TIE BEAMS - 4000 PSI COLUMNS AND BEAMS - 4000 PSI C BASE PLATES SHALVE LTMATCHHTHE COMPRESSIVE STRENGTH USED NG HPROVIDE LEVEL HE SUPPORTING OF COLUMN SUPPORTING CONCRETE SUBSTRUCTURE. D. CALCIUM CHLORIDE AND/OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED IN ANY CONCRETE. E. ALL CONCRETE SUBJECT TO EXTERIOR EXPOSURE, SHALL BE AIR ENTRAINED 6%, WITH A TOLERANCE OF +1.5%, AS DELIVERED. F. TEST CYLINDERS SHALL BE MADE AND TESTED AS OUTLINED IN CHAPTER 14 OF ACI-301 SPECIFICATION OR PER ARCHITECTURAL SPECIFICATIONS. G CCOLD WEATHER ONCRETING SHALL BE DONE IN ACCORDANCESHALL BE DONE I WITH ACCORDANCEACI- WITH ACI-306. HOT WEATHER 305 H. REINFORCING BARS SHALL BE DEFORMED BARS OF NEW BILLET STEEL CONFORMING TO ASTM SPECIFICATION A-615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. ALL REINFORCING AND ACCESSORIES SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH ACI STANDARDS 315 AND 315R. J. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR THE REINFORCEMENT IN ALL CAST -IN -PLACE CONCRETE WORK: - FOOTINGS AND CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3" - FORMED SURFACES PERMANENTLY EXPOSED TO EARTH OR WEATHER AS FOLLOWS: u5 BARS OR SMALLER = 1 1/2" ub BARS OR SMALLER = 2" - FORMED SURFACES NOT EXPOSED TO WEATHER OR EARTH AS FOLLOWS: SLABS, WALLS, JOISTS = 3/4 BEAMS, COLUMNS = 1 1/2" - SEE DETAILS FOR ADDITIONAL REQUIREMENTS. K. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCEMENT AT POSITIONS SHOWN ON THE PLANS AND DETAILS. PLASTIC COATED ACCESSORIES SHALL BE USED IN ALL EXPOSED CONCRETE WORK. L. REINFORCEMENT SHALL BE CONTINUOUS ACROSS JOINTS AND AROUND CORNERS OR SPLICE BARS SHALL BE PROVIDED IN ACCORDANCE WITH ACI STANDARDS 315 AND 315R. CORNER BARS SHALL BE PROVIDED AT ALL WALL CORNERS, EQUAL TO THE HORIZONTAL WALL REINFORCEMENT. HEATING OF THE REINFORCING BARS FOR BENDING WILL NOT BE PERMITTED. M. FOUNDATION WALL AND GRADE BEAMS SHALL HAVE A MINIMUM OF TWO (2) - u5 BARS TOP AND BOTTOM CONTINUOS, UNLESS OTHERWISE SHOWN OR NOTED. N. PLACE TWO (2) - 45 BARS (EACH FACE) WITH 2'-0" PROJECTION AROUND ALL OPENINGS IN CONCRETE, UNLESS OTHERWISE SHOWN OR NOTED. P. CONTROL JOINTS FOR SLABS -ON -GRADE SHALL BE IN A SQUARE OR RECTANGULAR PATTERN AND SHALL BE SPACED NOT MORE THAN THREE (3) TIMES THE SLAB THICKNESS (IN FEET) OR 14 FT. O.C., WHICHEVER 15 LESS, UNLESS NOTED OTHERWISE ON FOUNDATION PLAN. Q, VAPOR BARRIER, IN REQUIRED (SEE ARCHITECTURAL DRAWINGS) SHALL BE 6 MIL, MINIMUM, AND BE INSTALLED IN MAXIMUM SHEET SIZE AND A MINIMUM JOINTS, PROVIDE A MINIMUM OF C LAPS BETWEEN ADJACENT SHEETS. CARE SHALL BE EXERCISED TO PREVENT DAMAGE OR RUPTURE DURING CONSTRUCTION. LOCATION OF VAPOR BARRIER BELOW THE SLABS SHALL BE DETERMINED ON A CASE BY CASE BASIS; CONTRACTOR SHALL CONSULT ACI 302, APPLICABLE EDITION, FOR ADDITIONAL INFORMATION, SEE THE PROJECT SOILS REPORT FOR ADDITIONAL INFORMATION. R. GENERAL CONTRACTOR SHALL CHECK WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND CONTRACTORS FOR OPENINGS, SLEEVES, ANCHORS, HANGER, INSERTS, SLAB DEPRESSIONS AND OTHER ITEMS RELATED TO THE CONCRETE WORK, AND SHALL ASSUME FULL RESPONSIBILITY FOR THEIR PROPER LOCATION BEFORE PLACING CONCRETE. PITCH CONCRETE SLABS AS REQUIRED TO ALL FLOOR DRAINS. DIVISION 4 MASONRY A. ALL BLOCK DESIGN AND CONSTRUCTION SHALL CONFORM TO "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES," ACI 530/ASCE 5, AND "SPECIFICATIONS FOR MASONRY STRUCTURES, " ACI 530.1-88/ASCE 6. B. MASONRY MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE FOLLOWING ASTM SPECIFICATIONS: LOAD BEARING CMU: ASTM C-90, TYPE I (OR REINFORCED) MINIMUM COMPRESSIVE STRENGTH = 1900 PSI (THREE UNITS) MORTAR: ASTM C-210, TYPE 5 - MINIMUM COMPRESSIVE STRENGTH = GOO PSI AT 28 DAYS GROUT: ASTM C-416, MINIMUM COMPRESSIVE STRENGTH = 3000 PSI AT 28 DAYS MASONRY REINFORCEMENT: ASTM A-82, GALVANIZED C. FOR QUALIFICATION TESTING OF THE MINIMUM COMPRESSIVE STRENGTH OF MORTAR AS SPECIFIED IN TABLE 2 OF ASTM C-210, A DRY SAMPLE OF THE MORTAR CONSTITUENTS FROM THE FIELD MUST BE TAKEN TO A QUALIFIED LABORATORY AND TESTED IN ACCORDANCE WITH THE ASTM C-210 SPECIFICATIONS. D. OTHER MORTAR TESTING SHALL BE TESTED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH ASTM C-180. TWO SETS OF THREE MORTAR CUBES SHALL BE TAKEN AT RANDOM FOR EACH DAY OF MASONRY WORK. TEST ONE CUBE OF EACH SET AT 1 DAYS AND 28 DAYS. TEST THE THIRD CUBE AT 56 DAYS ONLY IF REQUIRED BY THE ARCHITECT. E. GROUT ALL CAVITIES CONTAINING REINFORCEMENT IN LIFTS NOT TO EXCEED P-O". DO NOT DISPLACE THE REINFORCING WHILE PLACING THE GROUT. F. SPLICED REINFORCING SHALL BE LAPPED 48 BAR DIAMETERS OR 24 INCHES, WHICHEVER IS GREATER. SPLICED BARS SHALL BE WIRED TOGETHER. G. MORTAR SHALL BE TESTED BY AN APPROVED TESTING LABORATORY IN ACCORDANCE WITH ASTM C-180. TWO SETS OF THREE MORTAR CUBES SHALL BE TAKEN AT RANDOM FOR EACH DAY OF MASONRY WORK. TEST ONE CUBE OF EACH SET AT 1 DAYS AND 28 DAYS. TEST THE THIRD CUBE AT 56 DAYS ONLY IF REQUIRED BY THE ARCHITECT. H. PROVIDE STANDARD OUR-O-WALL OR EQUIVALENT REINFORCEMENT, 9 GA. MINIMUM WIRE DIAMETER, AT EVERY SECOND BLOCK COURSE, 1(V ON CENTER VERTICALLY, IN ALL WALLS UNLESS NOTED OTHERWISE. INSTALL JOINT REINFORCEMENT IN THE FIRST AND SECOND BED JOINTS, EIGHT (8) INCHES O.C., IMMEDIATELY ABOVE AND BELOW OPENINGS. EXTEND THE REINFORCEMENT IN THE SECOND BED JOINTS, ABOVE AND BELOW, EXTEND REINFORCEMENT TWO (2) FEET BEYOND JAMBS, MINIMUM. J. CALCIUM CHLORIDE AND/OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE INCLUDED IN MORTAR OR GROUT MIX, EXCEPT WHEN APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. NO ANTI -FREEZE COMPOUNDS SHALL BE USED TO LOWER THE MORTAR'S FREEZING POINT. K. NO EXTERIOR MASONRY SHALL BE LAID WHEN THE OUTSIDE AIR TEMPERATURE IS LESS THAN 400F, UNLESS THE RECOMMENDATIONS IN "SPECIFICATIONS FOR MASONRY STRUCTURES," ACI 530.1/ASCE 6, ARE STRICTLY FOLLOWED. THE SPECIFICATIONS FOR LAYING MASONRY IN HOT WEATHER, CONTAINED IN THE SAME REFERENCE, SHALL ALSO BE STRICTLY FOLLOWED. L. ALL MASONRY BELOW GRADE SHALL BE SET WITH TYPE 'S' MORTAR AND SHALL BE SOLID BLOCK OR HAVE ALL VOIDS GROUTED SOLID. BRACE ALL FOUNDATION AND/OR BASEMENT WALLS, AS REQUIRED, TO PREVENT DAMAGE DUE TO THE BACKFILLING OPERATIONS. MASONRY WALLS SHALL BE BRACED TO WITHSTAND THE CODE SPECIFIED HORIZONTAL LOADS DURING THEIR ERECTION, AND UNTIL THEIR DESIGN SUPPORTS ARE IN PLACE. BRACING SYSTEMS SHALL BE DESIGNED BY A QUALIFIED STRUCTURAL ENGINEER. IN NO CASE SHALL SHORES OR FORMS BE REMOVED, OR CONCENTRATED LOADS FROM FRAMING MEMBERS BE APPLIED, UNTIL THE MASONRY HAS SET SUFFICIENTLY TO CARRY ITS OWN WEIGHT AND ALL OTHER ANTICIPATED, CONCENTRATED LOADS. M. ALL EMBEDDED STEEL SHALL HAVE ADJUSTABLE MASONRY ANCHORS SPACED NOT GREATER THAN 16" VERTICALLY, AND 32" HORIZONTALLY, UNLESS OTHERWISE NOTED. DIVISION S. METALS STRUCTURAL STEEL: (Where Applicable) A. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC "SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND THE AISC "CODE OF STANDARD PRACTICE". B. STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS (UNLESS OTHERWISE NOTED). W SHAPES ASTM A992 MISC PLATES AND SHAPESASTM A36 STRUCTURAL TUBING (HSS) A-500 GRADE B STRUCTURAL PIPE A-53 ANCHOR BOLTS A-301 STRUCTURAL BOLTS A-325-N EXPANSION ANCHORS STUD TYPE, BY HILTI, OR EQUIVALENT. WELDING ELECTRODES E-IOXX C. ALL BEAMS SHALL BE DETAILED AND INSTALLED WITH NATURAL CAMBER UP. ALL SHOP AND FIELD WELDING SHALL BE MADE IN ACCORDANCE WITH A.W.S. 01.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION," AND SHALL BE MADE BY QUALIFIED "CERTIFIED" WELDERS. PROVIDE MINIMUM WELD SIZE PER AISC J2.1 AND J2.2. D. TYPICAL BEAM CONNECTIONS SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS, UNLESS OTHERWISE SHOWN. ALL FIELD CONNECTIONS, EXCEPT WHERE SHOWN WELDED, SHALL BE BOLTED WITH 3/4" DIAMETER HIGH STRENGTH BOLTS, UNLESS OTHERWISE NOTED. ONNECTIONS SHALL BE DESIGNED FOR 60% OF THE TOTAL ALLOWABLE UNIFORM LOAD (IN IPS) DERIVED FROM THE AISC MANUAL'S TABLE OF "UNIFORM LOAD CONSTANTS" FOR NON -COMPOSITE BEAMS. E. MOMENT CONNECTIONS NOTED ON DRAWINGS SHOULD BE DESIGNED TO DEVELOP FULL CAPACITY OF MEMBER SPECIFIED, UNLESS DESIGN MOMENTS AND SHEARS ARE NOTED ON THE DRAWINGS. AT THE STEEL SUBCONTRACTORS OPTION, BOLTED OR WELDED CONNECTIONS CAN BE UTILIZED, PROVIDED THAT THEY ARE ABLE TO RESIST THE ABOVE MENTIONED LOADS. CONNECTIONS WILL BE REVIEWED FOR COMPLIANCE; SUBSTANTIATING CALCULATIONS/DATA MAY BE REQUESTED F. ALL STRUCTURAL STEEL SHALL RECEIVE ONE COAT OF APPROVED SHOP PAINT. METAL DECK: (Where Applicable) A. EXISTING METAL DECK TO REMAIN B, CONDUIT, PIPING, FIXTURES OR ANY OTHER ITEMS SHALL NOT BE SUPPORTED FROM THE METAL DECK. LIGHT -GAGE STEEL STUDS AND JOISTS: A. LIGHT GAGE STEEL FRAMING BE DESIGNED, DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISI PUBLICATION: "DESIGN OF COLD FORMED STEEL STRUCTURAL MEMBERS, LATEST EDITION." B. STEEL JOISTS AND STUDS SHALL BE FORMED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A-510 (12, 14, AND I6 GA. MATERIAL WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI) AND ASTM A-611 (18 AND 20 GA. MATERIAL WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI). C. PROVIDE ALL ACCESSORIES, INCLUDING BUT NOT LIMITED TO BEARING STIFFENERS, WEB STIFFENERS, BRIDGING, END BLOCKING, JACK STUDS, CRIPPLES AND TEMPORARY BRACING, AS REQUIRED BY CODE AND/OR ANALYSIS AND SHOWN ON THE SHOP DRAWINGS. NOTE: WAIVER OF SHOP DRAWINGS SUBMITTAL BY THE ARCHITECT DOES NOT RELIEVE THE CONTRACTOR OR MANUFACTURER FROM THE RESPONSIBILITY OF SUPPLYING OR INSTALLING THE NECESSARY ACCESSORIES. DIVISION 6. WOOD & PLASTICS A. LUMBER SHALL SHOW THE TRADEMARK AND TRADEMARK OF THE ASSOCIATION OF ORGANIZATION WHICH INSPECTED THE LUMBER. S. PLYWOOD SHALL BE GRADED AND STAMPED BY THE AMERICAN PLYWOOD ASSOC. C, ALL LUMBER TO BE FINISHED 548 UNLESS OTHERWISE NOTED. D. ANY WOOD THAT COMES IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED IN CONFORMANCE WITH APPENDIX "C" OF THE STANDARD GRADING CODE. E. THE WORK REQUIRED UNDER THIS SECTION INCLUDES ALL MATERIAL, LABOR, AND EQUIPMENT TO COMPLETE ALL CARPENTRY (ROUGH AND FINISHED). FINISH HARDWARE, MILLWORK, ETC. F. LUMBER SHALL BE CAREFULLY STORED AND DELIVERED TO THE SITE IN SUCH A MANNER TO PREVENT ITS DAMAGE OR ACCUMULATION OF MOISTURE. G. MOISTURE CONTENT: I" OR LESS IN THICKNESS SHALL NOT EXCEED 12%. WOOD OVER I" IN THICKNESS SHALL NOT EXCEED IS% H.ROUGH CARPENTRY: MATERIALS: BY USE MINIMUM GRADE I. LIGHT FRAMING (4X4) AND SMALLER) A. GENERAL FRAMING..........................................STANDARD B. PLATES, BLOCKING, AND HAILERS ..................UTILITY 2. STUDS (4X4 SMALLER) A. LOAD BEARING... ....... _ ...................... ...... STANDARD 42 B. NON -LOAD BEARING...................................................STUD 3.APPEARANCE FRAMING.........................................APPEARANCE 4. BOARDS -SHALL BE SUITABLE FOR USE BY REASONABLE CARPENTRY STANDARDS. ALL WOOD CORNERS AND EDGES SHALL BE TRUE, SQUARE, AND SURFACES SANDED SMOOTH FOR PAINTING OR FINISHING. LAMINATED PLASTIC TO BE FORMICA OR WILSON ART, HORIZONTAL AND VERTICAL GRADES RESPECTIVELY. ALL INTERIOR BASE TO BE WOOD. CONTRACTOR TO FINISH ALL ROUGH HARDWARE IN CONNECTION WITH THE WORK, INCLUDING NAILS, BOLTS, SCREWS, ANCHOR STRAPS, TIES, ETC, ALL NAILS SHALL BE GALVANIZED 8 ALL SCREWS TO BE BRASS. ALL DOOR HARDWARE TO BE LEVER TYPE, CONFORMING W/ ACCESSIBILITY REQUIREMENTS MANUAL, COPIES OF WHICH ARE AVAILABLE FROM DEPARTMENT OF COMMUNITY AFFAIRS, 2140 CENTERVIEW DRIVE, TALLAHASSEE, FLORIDA, 32399. DIVISION 1. THERMAL AND MOISTURE PROTECTION A. BLOCK WALL INSULATION SHALL BE STATED ON WALL SECTIONS AND ENERGY CALCULATION B. INSULATE ATTIC WITH R-30 BATTS INSULATION C. FOR ROOF USE THE FOLLOWING: DECK ATTACHMENT: 19/32" THICK COX PLYWOOD NAILED PER CHART ON ROOF PLAN. UNDERLAYMENT: TO BE INSTALLED PER ROOFING APPLICATION STANDARD RAS 115 AND PRODUCT APPROVAL. VALLEYS: SHALL BE IN COMPLIANCE WITH ROOFING APPLICATION STANDARDS RAS 133 AND WITH CURRENT PUBLISHED INSTALLATION INSTRUCTIONS AND DETAILS IN OAKRIDGE SHINGLE MANUFACTURING METAL ROOFING INSTALLATION MANUAL FIRE BARRIER : NOT REQUIRED FOR METAL PANELS AND ACCESSORIES: SEE PRODUCT APPROVAL FOR INSTRUCTIONS D. FIRE SPRINKLER SYSTEM SHALL BE DESIGNED AND INSTALLED BY SELECTED MANUFACTURER CONTRACTOR TO COORDINATE WITH SPRINKLER MANUFACTURER FOR SPRINKLER INSTALLATION E. SECURITY SYSTEM BY OWNER SECURITY SYSTEML COMPANY TO COORDINATE THE INCLUSION OF THE SPRINKLER SYSTEM AND FIRE ALARM WITH THEIR RESPECTIVE COMPANIES DIVISION 8 DOORS AND WINDOWS A. DOORS: I. WOOD A. INSTALL I.A.W. MANUFACTURER'S RECOMMENDATIONS. B. UNDERCUT AS NECESSARY FOR CARPETING AND RETURN AIR FOR AIR CONDITIONING. C. DOORS TO BE A.I.W. STANDARD. D. DOORS TO BE 1 3/4" THICK 2. METAL A. INSTALL I.A.W. MANUFACTURER'S RECOMMENDATIONS. 3. GLAZING -GLAZING TO BE TEMPERED IF 24" OR LESS FROM FINISH FLOOR AND NEAR STAIRS. ENTRIES, BATHS, AND ETC. ALL DOORS AND WINDOWS TO BE SUPPLIED WITH ALL ITEMS REQUIRED FOR A COMPLETE INSTALLATION INCLUDING SCREENS, HINGES, OPERATORS, AND ETC. OPERATION OF SUCH SHALL BE SMOOTH AND FREE. 4. SEALANTS- TO BE CONSTRUCTION QUALITY PREPARED FOR THE PARTICULAR USE AT HAND. APPLICATION TO BE IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS INCLUDING REQUIRED FILLERS, PRIMERS, BACKINGS, MINIMUM APPLICATION TEMPERATURES, ETC. B: EXTERIOR GLASS DOORS: I. ALL EXTERIOR STOREFRONT DOORS TO BE FIREDOOR DIVISION OUTSWING IMPACT RATED STOREFRONT DOORS. 2. EXTERIOR DOORS SHALL BE INSTALLED WITH MANUFACTURER's APPROVED HARDWARE AND HINGING TO COMPLY WITH THEIR RESPECTIVE N.O.A. SHOWING COMPLIANCE TO THE FLORIDA BUILDING CODE SECTION 1609 WIND LOADS C: EXTERIOR STEEL DOORS: I. ALL EXTERIOR STEEL DOORS TO HAVE CONCEALED OR CONTINUOUS HINGING TO ENSURE SECURITY. 2. EXTERIOR DOORS SHALL BE INSTALLED WITH MANUFACTURER's APPROVED HARDWARE AND HINGING TO COMPLY WITH THEIR RESPECTIVE N.O.A. SHOWING COMPLIANCE TO THE FLORIDA BUILDING CODE SECTION 1609 WIND LOADS D. WINDOWS: I. ALL INTERIOR WINDOWS SHALL BE PGT WINDGUARD SINGLE HUNG TEMPERED GLASS AND SHALL BE INSTALLED I.A.W. MANUFACTURER'S RECOMMENDATIONS. (WHERE APPLICABLE) E. HARDWARE I. QUALITY CRITERIA A. THE FINISH HARDWARE SUPPLIER SHALL BE A FACTORY AUTHORIZED DISTRIBUTOR WITH OFFICE AND WAREHOUSE FACILITIES WITHIN 150 MILE RADIUS OF THE JOB SITE B. HARDWARE MANUFACTURERS REPRESENTATIVE SHALL INSPECT THE HARDWARE WITH OFFICE AND WAREHOUSE FACILITIES WITHIN 150 MILE RADIUS OF THE JOB SITE F. KEYING I. ALL LOCKSETS SHALL BE SUPPLIED WITH A MINIMUM OF (2) CHANGE KEYS 2. SEE LOCKING NOTES ON FLOOR PLAN FOR LOCKING TYPES AND LOCATIONS. S. ELECTRONIC LOCKING SHALL BE COORDINATED WITH OWNER AND OWNERS SECURITY REPRESENTATIVE (WHERE APPLICABLE) 4. ALL BATHROOMS SHALL HAVE PUSH PULL PLATES WITH AUTO -CLOSERS. G. HINGING I. HINGES SHALL HAVE US= FINISH FOR INTERIOR DOORS. 2. ACCEPTABLE MANUFACTURERS INCLUDE McKINNEY, HAGAR, AND STANLEY. FILE COPY THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY -IN ORDER TO .A COMPLY WITH ALL APPLICABLE CODES. v L 1L LL O � U � QI � � N zr +� O ooOD 4�O o, a) ui oo ,o O �00 oo oO uU � � od Q_ Q 00 m # CA v orr�,,r L- v (9 er Q ~ LL E U- I QU UJ `+ j L � Sheet 14-8 O F' 9. Comm # 09-51 DIVISION 8. DOORS AND WINDOWS CONTINUED H. HINGING I. ALL LOCKSETS AND LATCH SETS SHALL HAVE BARRIER FREE LEVER HANDLES 2. LOCKSETS SHALL BE PER LOCKING SCHEDULE ON SHEET L-I J. EXIT DEVICES I. ALL EXIT DEVICES SHALL BE INSTALLED WITH SEX NUTS. FINISHES ON EXPOSED FASTENERS SHALL MATCH DEVICES. 2. ALL EXIT DEVICES SHALL BE FINISHED WITH U526D (626) TO MATCH HARDWARE 3. ALL EXIT DEVICES ON EXTERIOR DOOR SHALL COME FROM MANUFACTURER OF DOOR AND SHALL BE PART OF THE PRODUCT APPROVAL FOR WIND LOADING. 4, ALL INTERIOR EXIT DEVICES ARE SPECIFIED ON SHEET L-I K. DOOR CLOSERS I. ALL DOOR CLOSERS SHALL BE OVERHEAD TYPE AND ATTACHED USING SEX NUTS AND BOLTS ONLY. 2. NO HOLD OPEN DEVICES SHALL BE INCORPORATED IN ANY EXTERIOR DOOR CLOSER UNLESS REQUESTED BY OWNER. 3. CLOSERS SHALL BE SIZED ACCORDING TO MANUFACTURERS RECOMMENDATIONS AND SHALL BE PART OF THE PRODUCT APPROVAL FOR WIND LOADING. 4. NO CONCEALED CLOSERS SHALL BE USED 5. CLOSERS SHALL BE NON -HANDED. 6. ALL FIRE RATED DOORS SHALL HAVE CLOSERS 1. POWDER COAT FINISH MAY BE PROVIDED ON DOOR CLOSER HOUSING ONLY (CONTRACTORS OPTION) 8. ALL CLOSERS SHALL HAVE A MIN. 5 YEAR MANUFACTURERS WRITTEN WARRANTY 9. SEE FLOOR PLAN FOR CLOSER SPECIFICATIONS 10. ALL STOREFRONT DOORS SHALL COME WITH FACTORY SUPPLIED CLOSER WHICH SHALL MEET THE ABOVE SPECIFICATIONS LISTED IN THIS SECTION L. PLATES I. ALL PLATES SHALL BE 0.050' THICK WITH BEVELED EDGES AND SHALL HAVE U532D SATIN FINISH OR 626 SATIN STAINLESS STEEL FINISH. 2. ACCEPTABLE PRODUCTS INCLUDE: PUSH PULL KICK ARMOUR TRIMCO 1001-3 1014-3 1026 (811) 1025 (35") QUALITY 40 4XI6 4510 48 (8") 48" (3611) TRIMCO 41 4X16 5034 31 (8") 31 (3611) M. STOPS I. ALL DOORS SHALL HAVE STOPS. DOUBLE ACTION DOORS SHALL HAVE THEM ON BOTH SIDES OF THE WALL 2. ACCEPTABLE PRODUCTS INCLUDE: INTERIOR FLOOR EXTERIOR FLOOR WALL TRIMCO 1210ES/1212ES 1201P W1213CCS QUALITY 331/431 144 TRIMCO F8061/F8063 F121X WCI2x N. DOOR SEALS I. WEATHER STRIPPING A. WEATHER STRIPPING SHALL BE SCREW ATTACHED B. ACCEPTABLE PRODUCTS INCLUDE: NATIONAL GUARD - 160DKB PEMKO - 303 DV REESE - 149 DUR NO ADHESIVE TYPE SHALL BE PERMITTED. 2. THRESHOLDS A. THRESHOLDS SHALL BE MILL FINISH ALUMINUM AND SHALL COMPLY WITH A.D.A. STANDARDS B. ACCEPTABLE PRODUCTS INCLUDE: EXTERIOR DOORS AT CORRIDORS - PEMKO I11A (5" MIN. SIZE) OR EQUAL INTERIOR EQUIPMENT ROOMS - PEMKO 203AV OR EQUAL REESE - 169 DUR P. ELECTROMAGNETIC HOLDERS (WHERE CALL I. ALL FIRE -RATED DOORS AT CORRIDORS ALL SHALL BE MOUNTED AT TOP OF 000 2. FINISH SHALL BE U5260 OR 626 STAIN 3. ACCEPTABLE PRODUCTS INCLUDE: YALE - R530 RIXSON FIRE MARK - 990 E D FOR BY SECURITY DRAWINGS) SHALL HAVE ELECTROMAGNETIC DOOR RELEASES IRS. Q. COAT HOOKS A INSIDE PROVIDE EACHCCOLASSROOMI AND BWORKROOM/OPFICEDOOR H NATURAL ALUMINUM FINISH ON DIVISION 9. FINISHES A, GENERAL: FINISH ALL MATERIALS, LABOR AND EQUIPMENT NECESSARY TO PROVIDE FOR A COMPLETE INSTALLATION. B. DRYWALL I. GENERAL A. 5/8" THICK TYPE "X" GYPSUM BOARD OR FIBERBOND WHERE SPECIFIED IN ROOM SCHEDULE. B. DURO-ROCK SHALL BE INSTALLED AT ALL WET AREAS. 2. WALLBOARD ACCESSORIES A. NAILS: USE ANNULAR RING TYPE. B. ACCESSORIES INCLUDING CORNER BEAD, MOLDING, AND ETC TO BE INSTALLED IN ACCORDANCE WITH U.S. GYPSUM SPECIFICATIONS. C. FINISH ALL JOINTS AND ANGLES WITH BOARD MANUFACTURER'S TAPE JOINT SYSTEM. ALL JOINTS EDGES, DIMPLES, AND ETC. SHALL BE FINISHED WITH A THREE COAT JOINT COMPOUND AND TAPE SYSTEM ALLOW 24 HOURS DRYING TIME BETWEEN COMPOUND APPLICATIONS. SAND EACH COAT. C. TILE I. CERAMIC FLOOR TILE AND WALL TILE: TILE TO CONFORM TO TCA 131.1 STANDARD GRADE GLAZED WALL TILE- TO BE SELECTED BY OWNER. 2. FLOORS AND WALLS TO BE PROPERLY PREPARED. INCLUDING CLEANING AND LEVELING, TO RECEIVE TILE. USE MILD FOR FLOORS 8 DUR-O-ROK FOR WALLS AND CEILINGS, GROUT TO BE PORTLAND CEMENT TYPE BY I f M SURCO OF KAISER. COLOR AND STYLE BY OWNER. 3. WORKMANSHIP: USE ALL PRODUCTS IN STRICT ACCORDANCE WITH RECOMMENDATIONS AND DIRECTIONS OF MANUFACTURERS. SMOOTH ALL EXPOSED EDGES, FIT TILE CAREFULLY AGAINST TRIM AND ACCESSORIES ALSO AROUND PIPES, ELECTRICAL BOXES, AND OTHER BUILT-IN FIXTURES 50 THAT ESCUTCHEON PLATES, AND COLLARS WILL COMPLETELY OVERLAP OUT EDGES. TILE WORK TO BE FREE OF GROUT FILM UPON COMPLETION. PROTECT TILE FROM POSSIBLE DAMAGE DUE TO CONSTRUCTION. D. CARPET N/A E. CEILINGS SHALL BE DRYWALLED WHERE STATED IN ROOM SCHEDULE F. NOSED BOARD TO BE 4" SCHEDULE RUBBEWNER R COVE OVEMOLDIING THROUGHOUT UNLESS OTHERWISE G. ALL BATHROOM PARTITIONS SHALL BE I" POLYMER ONLY. E. PAINTING I. GENERAL: PAINTING CONTRACTOR SHALL READ AND BE GOVERNED BY A.I.A. GENERAL CONDITIONS, A201. 2. SCOPE OF WORK A. THESE SPECIFICATION ARE FOR THE COMPLETE PAINTING AND FINISHING OF ALL SURFACES, INTERIOR AND EXTERIOR EXCEPT AS OTHERWISE, NOTED. WORK NOT INCLUDED 1. COPPER, BRONZE, CHROMIUM PLATE, NICKLE, STAINLESS STEEL, ANODIZED ALUMINUM LEAD AND BRIGHT METALS. 2. FACTORY APPLIED FINISHES. 3. SHOP PAINTING OF STRUCTURAL AND MISCELLANEOUS IRON AND STEEL. B. PROVIDE ALL LABOR, MATERIALS, TOOLS, LADDERS, SCAFFOLDING AND EQUIPMENT NECESSARY TO COMPLETE THE WORK. C. INSPECT THE WORK OF OTHERS PRIOR TO THE START OF WORK. IF ANY SURFACE IS NOT PROPERLY PREPARED, THE PAINTING CONTRACTOR WILL IMMEDIATELY NOTIFY THE G.C. IN WRITING, AND SHALL NOT PROCEED UNTIL THE CONDITION IS REMEDIED. 3. STORAGE: STORE ALL MATERIALS USED ON THE JOB IN A DESIGNATED PLACE. KEEP STORAGE NEAT E CLEAN. ALL DAMAGED AREAS SHALL BE CORRECTED BY CLEANING, REPAIRING OR REPLACING. ALL SOILED OR USED RAGS, WASTE AND TRASH MUST BE REMOVED FROM THE BUILDING EVERY NIGHT, AND EVERY PRECAUTION TAKEN TO AVOID FIRES. 4. EXTRAS: PAINTING CONTRACTOR SHALL NOT BE ENTITLED TO PAYMENT IN EXCESS OF THE CONTRACT AMOUNT FOR ANY EXTRA WORK UNLESS AUTHORIZED IN WRITING BY THE OWNER. 5. MATERIALS: A. ALL MATERIALS USED ON THE WORK SHALL BE EXACTLY AS SPECIFIED IN BRAND AND QUALITY. NO CLAIMS BY THE PAINTING CONTRACTOR AS TO THE UNSUITABILITY OR UNAVAILABILITY OF ANY MATERIALS SPECIFIED, OR HIS UNWILLINGNESS TO FIRST CLASS WORK WITH SAME, WILL BE ENTERTAINED UNLESS SUCH CLAIMS ARE MADE IN WRITING AND SUBMITTED WITH HIS BID. ALL MATERIALS TO BE DELIVERED IN ORIGINAL CONTAINERS, WITH THE SEAL UNBROKEN AND LABELS IN TACT. B. USE MATERIALS ONLY IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS WITH IDENTIFYING THE LABELS ON CONTAINERS. C. IF THE CONTRACTOR DESIRES TO USE MATERIALS OTHER THAN THOSE SPECIFIED, HE MAY EXERCISE THE OPTION OF SUBMITTING AND ALTERNATE BID IN WRITING FOR APPROVAL. HE SHALL SUPPLY THE NAME OF THE MANUFACTURER AND THE BRAND NAME AND NUMBER OF OF EACH PRODUCT HE OFFERS AS A SUBSTITUTE AND THEN STATE THE ALTERNATE PRICE. D. THE OWNER WILL SELECT AND/OR APPROVE COLORS AND DETERMINE THE NUMBER OF COLORS TO BE USED ON THE JOB. PREPARE PANELS FOR FINISH AND COLOR IN ADVANCE, WITH THE MATERIALS AS SPECIFIED FOR APPROVAL. 6. USE ONLY MATERIALS MANUFACTURED BY THE FOLLOWING MANUFACTURERS: SHERWIN-WILLIAMS CO. PRATT t LAMBERT BENJAMIN MOORE PAINTS STAINS: OLYMPIC STAIN CABOT STAIN 1. WORKMANSHIP: A. QUALITY WORKMANSHIP 15 REQUIRED. USE ONLY SKILLED WORKMEN. B. DO NOT APPLY PAINTS WHEN SURFACE TEMPERATURE ARE BELOW 50 DEGREES, DO NOT PAINT SURFACES EXPOSED TO HOT SUN C. SURFACES TO BE CLEANED PRIOR TO PAINTING- FREE OF ALL DUST, DIRT, OIL, GREASE, AND ETC. PUTTY ALL NAIL HOLES, CRACKS AND OTHER DEFECTS. D. FINISH TO BE FREE OF RUNS OR SAGS AND MUST BE EVENLY APPLIED. E. FINISH TOPS, BOTTOMS AND EDGES OF DOORS SAME AS FACE AND BACK, F. TINT PRIMER AND UNDERCOAT TO BE THE APPROXIMATE SHADE OF THE FINISH COAT. G. PROTECT WORK BY SUITABLE COVERING. UPON COMPLETION OF WORK REMOVE ALL PAINT FROM THE PREMISES. ALL RUBBISH AND ACCUMULATED MATERIALS OF WHATEVER NATURE NOT CAUSED BY OTHERS, AND LEAVE WORK IN CLEAN, ORDERLY, AND ACCEPTABLE CONDITION H. POINTS AND SPACES TO BE THOROUGHLY CLEANED AND DRIED AND CAULKED WITH A QUALITY CAULKING MATERIAL. F. FLOOR AND WALL COVERINGS- BY OWNER G. ACOUSTICAL CEILING: I. CEILING TILES TO BE ARMSTRONG 1935 HEALTH ZONE ULTIMA DP AND SHALL HAVE 30 YEAR PERFORMANCE GUARANTEE S WARRANTY THROUGH MANUFACTURER TILES HAVE GRID FACE OF 15/16" AND HAVE EDGE PROFILE OF SQUARE LAY -IN. TRACK TO BE PRELUDE ML 15/16" EXPOSED TEE 2. ALL CEILING TILES SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS DIVISION 10. SPECIALTIES A. FIRE SUPPRESSION SYSTEM BY SELECTED FIRE PROTECTION COMPANY/MANUFACTURER B. ACCORDION DOOR SHALL BE PANELFOLD SONICWAL/66. OWNER SHALL SELECT COLOR AND FINISH TEXTURE I. DOOR SHALL HAVE A MIN. STC OF 42 2. DOOR SHALL BE INSTALLED WITH KEYED LOCKS. 3. CONTRACTOR SHALL PROVIDE BID ALLOWANCE OF $10,000.00 FOR DOOR COST AND INSTALLATION 4. DOOR TOP TRACK SHALL BE INSTALLED SUCH TO BE HIDDEN IN SOFFIT. DOOR HEIGHT SHALL BE 8'-0" A.F.F. DIVISION II. EQUIPMENT A. KITCHEN EQUIPMENT AND LAYOUT BY COMPLETE RESTAURANT EQUIPMENT AND SUPPLIES DIVISION 12 FURNISHINGS A. ALL FURNITURE TO BE PROVIDED BY OWNER DIVISION 13. SPECIAL CONSTRUCTION DIVISION 14. CONVEYING SYSTEMS A. N/A DIVISION 15. MECHANICAL SEE DRAWINGS FOR THIS SECTION BY FORT PIERCE ENGINEERING INC. (112) 612-4636 DIVISION 16 ELECTRICAL SEE DRAWINGS FOR THIS SECTION BY FORT PIERCE ENGINEERING INC. (112) 612-4636 DIVISION Il. GAS SYSTEMS SEE DRAWINGS FOR THIS SECTION BY FORT PIERCE ENGINEERING INC. (112) 612-4636 DIVISION 18. SECURITY SECURITY DRAWING BY OWNER - VERIFY AND COORDINATE WITH MEP PLANS THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 'MAY BE NECESSARYIN ORDgR TO 4, COMPLY WITH ALL APPLICABLE CODES, FILE COPY go .I LL_ I u IL cV m �O < O m NO N W mul OD (p O Ccvcyu0 000D UQ I1- Q Oro Oro 0 it CNN E N L_ � 0 E IL IIII rl � Sheet 14-9 OF 9. Comm # 09-51 Steel Column — See plans and steel details for size 4" concrete slab with fibmil Vissh OR en L"xL" concrete WWM on h and rmequean over clean compacted termite treated fill �q scondary Slab pour as needed to lish slab See Column Base detail for bolt diameter and plate thickness. Thicken slab edge as needed r � ..,L IIII- I" non -shrink grout - placed level F_.48�`—Illl.,,,llllllllllllill 48" F 8 Fcot Ing Deta11 SCALE 3/4" = 1'-0" Filled Cell Masonry Column With One #5 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Double Filled Cell Column NTS 3 1/2" x 3 1/2" x 1/4" thick steel column o all /e 5/8" die. x 8" a.b. preset 4 in concrete slab e0. io• 10" x 10" x 5/8" thick base plate prewelded to column Base Detail = 1'-0" 3/4" Simpson HTS 20 or equal hurricane anchor at each truss ( 24" o.c.) supporting Max. 1450 lbs. uplift w/ (20) IOd nails Galt' -Alum Metal drip on I" x 2" Drip on I" x 6" Fascia on - 2" x 4" Sub -Fascia (2) 2" x 12" PT wood beam bolted to beam using (2) 5/8" d1a. bolts 3'A„ x 31A„ x ,A„t Steel Column wrapped with 1"x cedar and I"x 6 cedar base and capital trim See base plate detail on this sheet 24" Filled Cell Masonry Column With One 45 From Footing To Tie Beam Conc. Fill To Be 3000 PSI See Floor Plan For Location Single Filled Cell Column NTS Simpson HETA 20 or equal hurricane anchor at each truss with (10) IOd x 1 1/2" nails ( 24" o.c.) supporting Max. 1805 lbs. uplift 12 4 Box out beam using I"x PT with stucco finish 1/2" thick stucco on 3/8" hi -rib lath attached to horizontal and vertical wood framing with nails or staples to provide no less than 1-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members 5/8" thick light textured stucco on typical concrete block construction Cabinet and tops by others 45 bar vert. w/ 30" overlap at each filled cell I" recess for \ waterproofing at slab Run stucco 6" below\ bottom of block —1-IIII,;; IIII;=„IIII,,,III1; 111'- F-36 Section at Entr `I Dowel (1) #5 bar w/ 25" min lap and 6" embed ete Footing LU rl nts ,Attach window to block wall with 3/16" dla. x 3" tap —cons with min. 1 1/2" penetration at 12" o.c. max and 6" o.c. max from each corner thru I" x 4" PT Buck Exterior face of wall P.T. Buck 2 sides il header Detail at Windows NTS Attach door to block wall with 3/1(." dia. x 3" tap —cons with min. 1 1/2" penetration at 12" o.c. max Exterior face 1""" PT Buck and 8rom each corner thru of wall\ "�,I"x8" P.T. Buck 2 sides t header Detail at Exterior Doors NTS OakRidge Shingles #II-0411.03 nailed with typical 1-1/2" ring shank nails I" from edge and 6" o.c. thru 301b felt on 19/32" CDX plywood nailed to trusses per roof sheeting attachment diagram on roof plan PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ?shop drawings by manufacturer ) R-30 batts insulation in bottom chord of trusses 5/8" drgwal (3) rou s of beam block filled w th concrete and (1) #5 bar cont. Hook Vertical bar over top bar w/ #5 900 bend bar w/ a 10" min. lap at top bar One row of beam block filled with concrete and (U #5 bar cont. - substitute lintel over openings. 5/8" type 'X' dry1� all over I x furring strips at I6 O.C. with 5 celotex insulation/fyfoil on i 8" concrete block Suspendep acoustical c ding f O #5 bar vert. 1 at filled cell � ( see floor plan for location ) 4" concrete slab with fib,ermesh O 6"x6" U10/10 WWM on 6 mil Visqueen over clean compacted termite treated fi l Vinyl Base i CONCEALED FASTENERS OR ATTAONMEId I ARE THE FESPONSICILI`il� OF THE CONTRACTOR OF fIECO(il) THESE PLANS AND ALL PROPOSED WORK Ti ARE SUBJECT TO ANY CORRECTIONS .4 REQUIRED BY FIELD INSPECTORS THAT: MAY BE NECESSARY -IN ORDER TO COMPLY WITI j ALL APPLICABLE CODES: FILE COPY Pre—engineered trusses at 24" O.C. with 5/8" Type 'X' drywall and R-30 batts Insulation Firetal a ceilings and 24" clown eac Luall Suspended acoustical ceiling v R-11 batts insulation between 0) bathroom and hallways U N E 2"x4" wood blocking to be us metal fire block elsewhere Q� N I m 5/8" Tyype 'X' drywall on at 16' o.c. rn = vinyl base OakRidge Shingles 9II-0411.03 nailed with typical 1-1/2" ring shank nails 1" from edge and 6" o.c. thru 301b felt on 19/32" CDX plywood nailed to trusses per roof sheeting attachment diagram on roof plan Simpson HTS 20 or equal hurricane anchor at each truss ( 24" o.c.) supporting Max. 1450 lbs. uplift w/ (20) 10d nails Galv—Alum Metal drip on I" x 2" Drip on 1" x C Fascia on 2" x 4" Sub —Fascia 12"X12" Concrete Column Block filled with Concrete and (4) 45 bars vert. on 36"x3("xl6" concrete column rooting with (5) tt5 bars each way Thicken edge to 8"x8" with concrete and one #5 bar continuous\ -- Grade ;1121 Fir, ME -1 --IIII—IIII— ... � � I IIIIIIIIIIIIIIIII—IIII—IIIIIIII _ i l lIIII=IIII—IIII IIII=IIIIIIII=IIII1I11IIII1I I1IIII=IIII- 11=IIII=IIII=IIII. IIII=IIII—IIII IIII I III I —IIII=IIII III-IIII1 a 11 11 I I_ F-36 Section at Entr Box out beam using 1"x 12" with stucco finish �. (2) 2" x 12" PT wood beam with Simpson HHETA 20 Strap to be embedded 4" into concrete and nailed into beam with (12) IOd x 11/6" nails a. VA 1/2" thick stucco on 3/8" hi —rib lath attached to horizontal and vertical wood / framing with nails or staples to provide no less than I-3/4" penetration into horizontal wood framing and 3/4" penetration into vertical wood framing members TT 9'-O" :. 5/8" thick light textured stucco on typical concrete block construction #5 bar vert. w/ overlap at each filled cell I" recess for \ waterproofing at slab I Run stucco 6" below\� bottom of block Simpson HETA 20 or equal hurricane anchor at each truss with (10) 10d x 1 1/2" nails / f 24" o.c.) supporting Max. !y/ 1805 lbs. uplift 5/8" dryw (3) rouis of beam blot filled with concrete a (I) #5 bar cont. ed for grab bars "x4" studs 0 N I ON a I >o as - 10 m:3_U m 0 0 C: 6 IV I (J s 0 �9 0 0 O LL Q U_ PRE-ENGINEERED TRUSSES at 24"o.c. TYPICAL ( shop drawings by manufacturer) - u E R-30 batts insulation in bottom chord of trusses One row of beam block filled with concrete and (I) #5 bar Cont. - substitute lintel over openings. I /8" ty a x furriri�g strips iyt 14" o.c, with R-5 celotex insulation/fyfoil on Z8" concrete block #5 bar vert. at filled cell ( see floor plan for location ) 4" concrete slab with fibermesh OR 6'xb" 410/10 WWM on 6 mil Visqueen over clean compacted termite treated fill Vinyl Base F-24 Scale 1/2" = l'—O" N (tl c � v muLnau (O C -NN E �IZQ00r� Q 1 is # (13 f6 ?NN to 0 Cl N of-rr-0 Cr y e -C L Fa 'cr 1L E LL I UJ u� Sheet D-1 OF 9. Comm # 09-51 Scale 1/2" RCCOl SCHEDULE ROOM 9 NAME FLOOR BASE WALLS Drywall finish Level Paint Sheen CEILING Ceiling Paint Sheen CLG. HEIGHT 100 Office Ceramic Tile 4" Vinyl Base Light Orange Peel finished 5/8" drywall 4 Eggshell Armstrong Ultima Health zone 1935 12'-0" 101 Storeroom Ceramic Tile 4" Vinyl Base Light Orange Peel finished 5/8" drywall 4 Eggshell Armstrong Ultima Health zone 1935 12'-0" 102 Kitchen Quarry Tile Quarry Tile Base Smooth Finished 5/8" drywall 5 Epoxy Paint Armstrong Ultima Health zone 1935 12'-0" 103 Walk -In Cooler/Freezer Quarry Tile Quarry Tile Base Smooth Finished 5/8" drywall 3 Semi -Gloss Level 2 drywall finish Unfinished 12'-O" 104 Bar Quarry Tile Quarry Tile Base Light Orange Peel finished 5/8" drywall 4 Semi -Gloss Armstrong Ultima Health zone 1935 12'-0" 105 Liquor Storage Quarry Tile 4" Vinyl Base Light Orange Peel finished 5/8" drywall 4 Semi -Gloss Armstrong Ultima Health zone 1935 10'-0" 106 Great Hall Ceramic Tile Tile Base Light Orange Peel finished 5/8" drywall 4 Eggshell Armstrong Ultima Health zone 1935 10'-0" 101 Women Room Ceramic Tile 4" Vinyl Base F.R.P. up to 48" a.f.f. then smooth finished 5/8" dr wall 5 Semi -Gloss Smooth Finished 5/8" drywall Semi -Gloss 9'-0" 108 Means Room Ceramic Tile 4" Vinyl Base F.R.P. up to 48" a.f.f. then smooth finished 5/8" dr wall 5 Seml-Gloss Smooth Finished 5/8" drywall Semi -Gloss 9'-01, 109 Foyer Ceramic Tile 4° Vinyl Base Light Orange Peel finished 5/8" drywall 4 Eggshell Armstrong Ultima Health zone 1935 12'-0" 110 Canteen Ceramic Tile Tile Base Light Orange Peel finished 5/8" drywall 4 Eggshell Armstrong Ultima Health zone 1935 10'-0" Notes: 1. All walls and ceilings shall be white. Sheen specified above. 2. Paint to be Benjamin Moore or equal. Exterior walls to have 2 coats min. 3. Provide Dura—Rock at ALL wet areas ( Ex. Kitchen backsplash, showers, 4. FRP = Fiberglass Reinforced Panels — white It smooth textured S. Vinyl base stated above to be Vinyl cove moldings either self adhered or 6. Grout in Kitchen and bar area to be Black. Dark colored grout shall be 1. Grout to be properly sealed after It has cured. it Interior walls shall have 3 restroom sinks, etc............ installed with mastic. used in all other locations coats min. OakRidge Shingles 9II-0411.03 nailed With typical 1-1/2" ring shank nails 1" from edge and L" o.c. thru 301b felt on 19/32" CDX plywood nailed to trusses per roof sheeting attachment diagram on roof plan Galv-Alum Metal drip I" x 4" Drip on 1" x 8" Fascia on 2" x L" Sub -Fascia Provide Flashing Counter Flashing Trusses 2-1" o.c. Cubola DataII 17 2) 2"x4" top plate ttached to trusses w/ ilmpson H2.5A and ttached to 2"x4" studs O.C. w/ Simpson SP4 2"x4" bottom plate attached to trusses w/ Simpson H2.5A and attached to 2"x4" studs at 16" o.c. W/ Simpson SP4 Scale 3/4" Product Approval Submittal Affidavit Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights Opening Type NOA/FL NUMBER Product Model # Manufacturer Glass Attachment method Ex i Date ation Design Pressure of Approved Tests 1. II-0405.10 Single Hun 9 9 SH 100 ll Type 'A' 5/I6" 1/4" dia, x 3" Tapcons w/ min. 1 1/2" penetration at 12" o.c. max and 4" o.c. max from each corner thru PT Buck 3-26-16 + 80.0 PSF - 2. O1-1019.06 Storefront 6010 HMD-IG Firedoor Division of Ark II Type 'AI' 3/8" Lam. 1/4" CO. x 3" Tapcons w/ min. 1 1/2" penetration at 12" o.c, max and 6" o.c. max from each corner thru FT Buck 12-12-12 ± -15.0 PSF 3" 09-0112.03 Steel Series 5-808OF Next Door Company 3/8" die. Hilti Sleeve anchor w/ min. 1 1/2" penetration a 112" o.c. max and 6" o.c. max from each corner per NOA 5._13-14 + -15.0 PSF Product NOA/FL NUMBER Model # Manufacturer Attachment Method ExDatpiration e Design Pressure of Approved Tests Mullions 10-0819.05 1"x Std. Wall -Aluminum Tube Clipped Mullion -LMI PGT Industries Connect Mull to Clips w/ U12 SMS screws staggered and connect clips to Buck with 1/4" dia x 3" Tapcons with min. 1 1/2" penetration thru PT Buck 5-26-16 ± 128.0 PSF Roof II-0411.03 Oakrld a Shingles g g Owens Cornering g Shingles to have 5 5/8" bottom exposure with nails at L 1/8" from bottom edge and 4 1/2" aide overlap nailed to roof deck with ad roofing nails I" from edge and v ox. field thru 30 lb felt on 5/8" CDX plywood nail,, to trusses at 4" o.c. adres and L" o.c. field with ad common nails and In can Bence with RAS 115 2 3-14 Siding Stucco on Block Soffit Stucco on Plywood - Hurricane N/A Panels ALL Product I have reviewed the above and - — Testing by: Mail County Building Code Compliance Office / Product Control Division approved it by my seal below. ( Architect or Engineer of Record ) X Q X. ao - CID ORIFICE ai 'r�_ HEIGHTSoo n m Floor Min. �n. i— Water Fountain Spout Height and Knee Clearance Detall Water Fountain Notes: NTS 48" Min. Water Fountain Clear Floor S e Detail NTS — Water Fountain spout shall provide a flow of water at least 4 inches high so as to allow the insertion of a cup or glass under the flow of water. On an accessible drinking fountain with a round or oval bowl, the spout must be positioned so the flow of water is within 3" of the front edge of the fountain per F.B.C. Fountain shall comply with F.B.C. P410 CONCEALED FASTENERS OR ATTACHMENTS Contractor shall remove Extend filled cell ARE THE RESPONSI5ILITYOFTHE wall as needed for new lintel / up into beam CONTRACTOR OF RECORD Provide Cast -Crete 8U8-IB/IT precast lintelset in mortar Min. 9" Bearing New Lintel shall have min. 4" bearing CBS WALL on each side of new opening Provide New PT Bucks attached I VERT. 45 bar ,lamb details into existing filled cgll WALL See plan for size Pour sill blocksR. solid for window Provide new filled cell attachment' ` on each side of opening See foundation plan DETAIL AT 96 bar vert. at filled cell Control Joint at 30'-0" max. PLAN VIEW AT ALL/ANY CONTROL XNT8 L — - WINDOW OPENINGS Typi< Typical Masonry Wall 321' Provide Prefabricate) T" Joint Reinforcing at ALL T-intersections PLAN VIEW AT ALL 'T' INTERSECTIONS Scale: 1/2" = 1'-0" Extend Joint reinforcing into concrete column PLAN VIEW at ALL Corners PLAN VIEW AT ALL CORNERS TYPICAL CONCRETE BLOCK WALL REINFORCING TO BE DUR-O-WAL DA3100 PREFABRICATED SINGLE WYTHE TRUSS IN STANDARD WEIGHT WITH A HOT DIPPED GALVANIZED FINISH. REINFORCING SHALL BE PLACED IN ALL CONCRETE BLOCK WALLS AT IL" O.C. VERTICAL OR EVERY OTHER COURSE OF BLOCK TYfi ICAL MASONRY WALL REINFORCING DETAILS NTS r.il ooara locations F.R.P. board locations y q y �Y lJ d THESE PLANS AND ALL PROPOSED Woli ARE SUBJECT TO ANY CORRECTION REQUIRED BY FIELD INSPECTORSW. MAY BE NECESSARYIN ORDER TO i COMPLY WITH ALL APPLICABLE CODES.' WOmen's Accessible Bathroom Detail 7'-O" error / � / I In nil Flush control Lever ll 60" Min. 1/2" = I'-O" "A 19" A.F. N MIN. Grab Bar 341, A.F.F. 54" min. Men's Accessible Bathroom Detail 1/2" = 1'-0" Topical Bathroom Notes: -a 0 N 1 ON N I >o oc T in fa p 0 U V C q) E I <OD �o .� ra 03M00 �0 C FNC`! u (# =NN �- 6- �) orr-t_�� E1 Q LlL UJ a� cn I. Toilet paper Holder = American Specialties model It 020-IA contractor to provide blocking so holder is 19" A.F.F. 2. Mirror = American Sppecialties Model # 0535-1830 fixed angle tilted mirror ( 18 x 30") insert size code = A Contractor to provide blocking so mirror will be 40" A.F.F. ( max.) 3. 36"long grab bar = American Specialties Model #3800 using type OI configuration as shown in details. 4. 42"long grab bar = American Specialties Model 43800 using type 02 configuration as shown in details. 5. Walls within 2 feet of urinals and water closets shall have a smooth, hard, nonabsorbent surface, to a height of 4 feet above the floor and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. d. THIS MATERIAL SHALL BE F.R.P. BOARD AND SHALL BE ON THE PLUMBING WALL AND THE WALL TO THE RIGHT OF THE TOILET AS YOU WOULD FACE IF SITTING ON THE TOILET. 1. ALL ADA TOILET COMPARTMENTS SHALL COMPLY WITH 2O10 ADA STANDARDS CHAPTER 6. Sheet D — 2 OF 9. Comm # �qI%I\ L� IJqI 'I0,I� II� LC 1 DUCTWORK SYSTEM SYMBOLS SYMBOL DESCRIPTION ® a SUPPLY AIR DUCT SECTION (UP/DOWN) ® ©j RETURN, OUTDOOR OR EXHAUST AIR DUCT SECTION (UP/DOWN) ® ©j OUTDOOR AIR DUCT SECTION (UP/DOWN) ® ©j EXHAUST AIR DUCT SECTION (UP/DOWN) RETURN, EXHAUST OR TRANSFER AIR FLOW - SUPPLY AIR FLOW MD MOTORIZED DAMPER VDI MANUAL VOLUME DAMPER FD > FIRE DAMPER SD D--- SMOKE DAMPER AD Q ACCESS DOOR /-\ FLEXIBLE DUCT CONNECTION ELBOW WITH TURNING VANES SUPPLY DIFFUSER WITH 4-WAY BLOW SUPPLY DIFFUSER WITH 2-WAY BLOW SUPPLY DIFFUSER WITH QUADRANT BLOCK 1-01 RETURN, TRANSFER OR EXHAUST GRILLE OR REGISTER ® EXHAUST FAN ROUND CEIUNG DIFFUSER Lr--T=L LINEAR DIFFUSER CDP-1 AIR DEVICE, TYPE AND CAPACITY 100 SQUARE TO ROUND TRANSITION EXISTING DUCTWORK OR EQUIPMENT TO REMAIN - - - - EXISTING DUCTWORK OR EQUIPMENT TO BE REMOVED NEW DUCTWORK OR EQUIPMENT OROOF CENTRIFUGAL FAN, EXHAUST OROOF CENTRIFUGAL FAN, SUPPLY ELECTRIC DUCT HEATER �. UNDERCUT CONTROL SYMBOLS THERMOSTAT - 5'-0" A.F.F. MOUNTING HEIGHT HUMIDISTAT - 5'-0" A F.F. MOUNTING HEIGHT �- TEMPERATURE SENSOR ©--- STATIC PRESSURE SENSOR ® DUCT SMOKE DETECTOR /VD VOLUME DAMPER /AD AUTO DAMPER HVAC PIPING LEGEND -CWR- CONDENSER WATER RETURN --CWS- CONDENSER WATER SUPPLY -CHWS- CHILLED WATER SUPPLY -CHWR- CHILLED WATER RETURN HOT WATER SUPPLY -HWS- -HWR- HOT WATER RETURN - - - - - REFRIGERANT PIPING CD CONDENSATE DRAIN FROM COOLING COIL - - DOMESTIC COLD WATER - G GAS PIPING 4 WAY BLOW 2 WAY BLOW QUADRANT BLOCK SYMBOL 0 NECK CDP-1 6" CDP-2 8" CDP-3 10" CDP-4 12" SYMBOL 0 NECK RD-1 6" ® RD-2 S. RD-3 10" RD-4 12" RD-5 14" Elf/ L AN I • • FLEX CONNECTION CFM RANGE F NISH REMARKS 6" 0 - 125 OFF -WHITE OA OB 8" 126 - 225 OFF-WHITE OA eO 100 226 - 400 OFF -WHITE (OB 12" 401 - 600 1 OFF -WHITE O O SCHEDULE FOR 24"X24" CEILING RETURN DIFFUSER FLEX CFM RANGE I 'NISH REMARKS CONNECTION 6" 0 - 125 OR -WHITE CO 8" 126 - 225 OR -WHITE CO 10" 226 - 400 OFI -WHITE OC 12" 401 - 600 OFl -WHITE CO 14" 601 - 900 OF! -WHITE OC RD-6 16" 16" 901 - 1250 OFl -WHITE CO REMARKS: A. ALL SUPPLY DIFFUSERS SHALL BE 4-WAY BLOW UNLESS OTHERWISE SHOWN, METALAIRE 5000, OR EQUAL BY TITUS. B. DO NOT INSTALL DAMPER IN DIFFUSERS USE DAMPER AT FLEX TAKE -OFF TO BALANCE AIR FLOW. C. ALL RETURN DIFFUSERS SHALL BE METALAIRE RH, OR EQUAL BY TI i JS. AIR HANDLERS DESIGNATION PROTOTYPE MODEL WEIGHT (POUNDS) SYSTEM CAPACITY (BTU/HR) TOTAL / SENSIBLE TOTAL AIR FLOW (CFM) OUTDOOR AIR FLOW (CFM) EXTERNAL STATIC PRESSURE COIL EAT'F db/wb COIL LAT'F db/wb FAN MOTOR HP HEATER, KW STAGES ELEC.-VOLTS/PHASE/MCA/MOCP CONDENSING UNITS (R-410A) DESIGNATION PROTOTYPE MODEL PIPE SIZE, SUCTION/LIQUID, IN. ELEC.-VOLTS/PHASE/MCA/MOCP SPLIT SYSTEM EQUIPMENT SCHEDULE AHU-1 YORK NC090 524 7.5 88,300 / 65,700 2,400 400 0.81, 54.5 / 53.6 1.5 H.P. IOKW/I 7.5KW o 208V 208/3/32.3/ CU-1 YORK YC090 11/8" / 5/8" 208/3/35.5/4° AHU-2 YORK NC120 562 Tw, 113,100 / 82,300 3,200 600 0.81. 53.8 / 52.9 2 H.P. 16KW / 2 12KW o 208V 208/3/49.9/50 CU-2 YORK YC120 (2) 1 1/8" / 5/8" 208/3/45/60 AHU-3 YORK NC120 562 T:o7 113,100 / 82,300 3,225 600 53.8 / 52.9 2 H.P. 16KW / 2 12KW o 208V 208/3/49.9/50 CU-3 YORK YC120 (2) 1 1/8" / 5/8.1 208/3/45/60 NOTES: L AIR HANDLER a CONDENSING UNIT SAME MANUFACTL RER. 2. ALL EQUIPMENT TO COMPLY WITH FLORIDA ENERGY 1 ODE. 3. CONDENSING COILS TO HAVE "ULTRA -GUARD" COASTA- CORROSION PROTECTION COATING. 4. PROVIDE FREEZE STAT ON INDOOR COILS. 5. PROVIDE VENSTAR T-2950 365 DAY PROGRAMMABLE THERMOSTATS WITH HUMIDITY MODULE FOR "COOLING FOR DEHUMIDIFICATION." 6. SYSTEM 2 a 3 SHALL HAVE DUAL REFRIGERANT CIRI:UITS WITH ABILITY TO MODULATE BASED ON COOLING DEMAND. 7. PROVIDE FACTORY INSTALLED "RAWAL" MODULATING ;APACITY VALVE IN CU-1. REFRIGERANT PIPING NOTES 1. REFRIGERANT PIPING SHALL BE TYPE "K" SOFT DRAWN COPPER TUBING WITH WROUGHT COPPER SOLDER TYPE FITTINGS SUITABLE FOR CONNECTION WITH SILVER SOLDER. 2. COOLING COIL DRIP PIPING SHALL BE TYPE `M" COPPER OR SCHEDULE 40 PVC. PROVIDE 4` DEEP TRAP. 3. PROVIDE ALL VALVES AND SPECIALTIES AS SHOWN BY THE DETAILS AND AS REQUIRED FOR A COMPLETE OPERATING REFRIGERATION SYSTEM. 4. VALVES AND SPECIALTIES SHALL BE AS FOLLOWS: A. GLOBE VALVES, FORGED BRASS, BACKSEATING TYPE 500 PSI B. CHECK VALVES, FORGED BRASS, 500 PSI C. SOLENOID VALVES, FORGED BRASS, 400 PSI D. REFRIGERANT STRAINERS, BRASS, 350 PSI, 100 MESH STRAINER E. MOISTURE INDICATOR, FORGED BRASS, OPTICAL GLASS, 500 PSI F. FILTER DRYER, STEEL SHELL, REPLACEABLE FILTER DRYER 5. REFRIGERANT PIPING JOINTS: ALL JOINTS SHALL BE MADE WITH SILVER SOLDER. THE PIPING SHALL BE CHARGED WITH DRY NITROGEN WHILE CONSTRUCTING THE JOINTS. A REMOVABLE TYPE DRYER STRAINER SHALL BE INSTALLED IN THE LIQUID UNE. A THREE WAY VALVE BY-PASS SHALL BE PROVIDED FOR THE STRAINER, AFTER THE REFRIGERANT PIPING HAS BEEN COMPLETED, THE REFRIGERANT SYSTEM SHALL BE PRESSURE TESTED WITH NITROGEN AT A PRESSURE OF 300 PSI (HIGH SIDE) AND 150 PSI (LOW SIDE). WHILE THE SYSTEM IS BEING PRESSURE TESTED, AN ELECTRONIC LEAK DETECTOR SHALL BE USED TO CHECK FOR LEAKS. PRESSURE SHALL BE MAINTAINED ON THE SYSTEM FOR A MINIMUM OF 12 HOURS. THE SYSTEM SHALL THEN BE EVACUATED TO 2.0 MM MERCURY AND THEN CHARGED AND MADE READY FOR INSULATION. 6. PIPING EXPANSION AND VIBRATION ELIMINATION: PROVIDE REFRIGERANT TYPE FLEXIBLE CONNECTIONS AT THE AIR HANDLER AND AT THE CONDENSING UNIT. THE CONNECTORS SHALL BE AT LEAST 12" IN LENGTH AND SHALL BE LOCATED TO EFFECTIVELY CONTROL VIBRATION AND TO ALLOW FOR CHANGES IN PIPE LENGTH. PIPE INSULATION NOTES 1. THE REFRIGERANT SUCTION LINES SHALL BE INSULATED WITH 1` THICK "ARMOFLEX`, OR EQUAL THE SUCTION LINE SHALL BE INSULATED IN ITS ENTIRETY INCLUDING VALVES AND SPECIALTIES. VALVES AND SPECIALTIES THAT REQUIRE ACCESS SHALL HAVE SPECIAL REMOVABLE COVERS. 2. ALL INSULATION SHALL BE VAPOR SEALED AND BUTT JOINTS OF `ARMOFLEX" SHALL BE TAPED TO PREVENT INTRUSION AT THE JOINT. 3. SADDLES SHALL BE USED AT ALL PIPE HANGERS TO PREVENT COMPRESSION OF THE INSULATION. ELECTRICAL CONNECTION NOTES 1. COORDINATE POWER WIRING AND CONDUIT FROM PANEL THRU FUSED DISCONNECT TO UNIT WITH ELECTRICAL 2. COORDINATE THE FUSED DISCONNECTS WITH MECHANICAL 3. MAKE FINAL CONNECTIONS TO AIR HANDLING UNIT WITH "GREENFIELD`. MAKE FINAL CONNECTION TO CONDENSING UNIT WITH "UQUIDTITE". FINAL CONNECTIONS SHALL BE A MINIMUM OF 3 FT. 4. ALL WIRING SHALL BE COPPER. SEE ELECTRICAL DRAWINGS FOR WIRE SIZE. 5. CONTROL WIRING SHALL BE RUN IN CONDUIT. 6. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL WIRING. 7. AIR HANDUNG UNIT SHALL BE PROVIDED WITH SINGLE POINT OF ELECTRIC ENTRY. 8. MECHANICAL CONTRACTOR SHALL PROVIDE MOTOR STARTER AND HEATER CONTACTORS IN CONTROL PANEL EXHAUST FAN SCHEDULE SYMBOL DESCRIPTION GREENHECK SP-B70, 50 CFM W/ BACKDRAFT EF-I DAMPER - CONNECT TO LIGHT SWITCH. 120V-10, 0.53A GREENHECK H-GB-071-4, 250 CFM W/ BACKDRAFT EF-2 DAMPER - INTERLOCK OPERATION WITH AHU-2. ROOF -TOP MOUNTED, HURRICANE RATED, 1/4 HP 120V-1e. GREENHECK H-GB-071-4, 250 CFM W/ BACKDRAFT EF-3 DAMPER - INTERLOCK OPERATION WITH AHU-3. ROOF -TOP MOUNTED, HURRICANE RATED, 1/4 HP 120V-1o. * PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL VISIT THE JOB SITE TO THOROUGHLY FAMILIARIZE HIMSELF MATH THE EXISTING FIELD CONDITIONS AND PHYSICAL CONSTRAINTS ASSOCIATED WITH THE WORK TO BE ACCOMPUSHED UNDER THIS CONTRACT. * ALL WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING CODES AND STANDARDS: FLORIDA MECHANICAL CODE 2007 ED, FLORIDA ENERGY CODE, NFPA-90A STANDARDS FOR THE INSTALLATION OF AIRCONDITIONING AND VENTILATING SYSTEMS, SMACNA DUCT CONSTRUCTION STANDARDS, ASHRAE 62-2004 * VERIFY FINAL LOCATIONS FOR ROUGH -INS WITH FIELD MEASUREMENTS AND WITH REQUIREMENTS OF THE ACTUAL EQUIPMENT TO BE INSTALLED. * COORDINATE THE CUTTING AND PATCHING OF BUILDING COMPONENTS TO ACCOMMODATE THE INSTALLATION OF HVAC EQUIPMENT AND MATERIALS. * PROVIDE WEATHER PROTECTION FOR ALL EQUIPMENT AND MATERIALS STORED ON SITE. * VENTILATION DUCTWORK SHALL BE SHEET METAL AND INSTALLED IN ACCORDANCE WITH SMACNA. ALL OTHER DUCTWORK SHALL BE AS SHOWN ON THE PROJECT PLANS. DUCTWORK INSULATION SHALL COMPLY WITH THE FLORIDA ENERGY CODE. * REFER TO ELECTRICAL CEILING GRID LIGHTING PLAN FOR EXACT LOCATION OF AIR DISTRIBUTION DEVICES * PROVIDE ALL DUCT TRANS11IONS REQUIRED TO CONNECT EQUIPMENT SHOWN TO DUCT SYSTEMS. * PROVIDE DUCT MOUNTED SMOKE DETECTORS ON THE SUPPLY OF ALL AIR HANDLING SYSTEMS 2000 CFM AND GREATER. * PROVIDE AIR BALANCE TO QUANTITIES SHOWN ON THE PLANS. PROVIDE ALL VOLUME DAMPERS REQUIRED TO ACCOMPLISH AIR BALANCE. --SUBMIT BALANCE REPORT FOR REVIEW * SYSTEM TEST & BALANCE REPORT TO BE INCLUDED WITH INSTALLATION PROVIDE REPORT TO OWNER AND ENGINEER FOR REVIEW INSTALLATION WILL NOT BE CONSIDERED COMPLETE WITHOUT T&B REPORT FIBRE DUCT INSTALLATION DETAILS DUCT CONSTRUCTION NOTES 1.0 ALL DUCT WORK, DUCT FITTINGS, DUCT FLEXIBLE CONNECTIONS, AND FLEXIBLE DUCT SHALL BE CONSTRUCTED AND INSTALLED, AS A MINIMUM, IN ACCORDANCE AND WITH THE STANDARDS AND RECOMMENDATIONS OF "SMACNA" LATEST PUBLICATIONS AND STANDARDS. 2.0 ALL DUCT WORK SHALL BE CONSTRUCTED OF 1-1/2` FIBRE BOARD EXCEPT EXHAUST DUCTS WHICH SHALL BE SHEET METAL FIBRE DUCTS SHALL BE CONSTRUCTED WITH 1-1/21 BOARD WITH ANTI -FUNGAL INTERIOR COATING. 3.0 DUCT HANGERS AND SUPPORTS SHALL COMPLY WITH `SMACNA" STANDARDS IN GENERAL, HOWEVER, DUCT STRAPS SHALL BE USED UP TO 48` IN HORIZONTAL DIMENSION (OR ROUND). DUCTS GREATER THAN 48" SHALL BE SUPPORTED WITH TRAPEZE HANGERS AND STEEL RODS. 4.0 ALL DUCTS SHALL BE OF THE SIZE AND SHAPE AS SHOWN BY CONTRACT DOCUMENTS 5.0 ALL FLEXIBLE DUCTS SHALL COMPLY WITH UL 181. FLEX DUCTS SHALL NOT BE GREATER IN LENGTH THAN 10'. WHERE LENGTHS GREATER THAN 10' ARE SHOWN ON THE PLANS INSTALL ROUND SHEET METAL TO WITHIN 10' OF THE DEVICE BEING SERVED. 6.0 SHEET METAL TURNING VANES SHALL BE PROVIDED IN ALL SUPPLY AND RETURN RECTANGULAR DUCT WITH ANGLES GREATER THAN 30DEG . 7.0 DUCTWORK PENETRATING FIRE RATED WALLS SHALL BE EQUIPPED WITH FIRE DAMPERS. NO OPENINGS WITHIN 5' ON EITHER SIDE OF THE FIRE RATED WALL DUCTWORK ON EACH SIDE OF A FIRE RATED WALL (5) SHALL BE A MINIMUM OF 26 GA. SHEET METAL 8.0 ALL DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS DUCT INSULATION NOrj PLANS AND ALL PROPOSED WOR 1.0 ALL INSULATION SHALL COMPLY WITH THE `FLOR1q RE SUBJECT TO ANY CORRECTIONS ENERGY CODE` LATEST EDITION.EQUIRED BY FIELD INSPECTORS TH.A . 2.0 FLEXIBLE DUCTS SHALL BE OF THE LOW PRESSURE FACTp NECESSARY IN ORDER TO FABRICATED TYPE CONSISTING OF A ZINC COATED SPRINc�±ITF{ ALL APPL➢CABLE CODES, STEEL HEUX NON-PEFORATED INNER LINING AND 1 1/2 THICK FIBERGLASS INSULATION WITH METALIZED MYLAR VAPOR BARRIER. 3.0 ALL INSULATION SHALL HAVE A MAXIMUM FLAME SPREAD/ SMOKE DEVELOPED RATING OF 25/50 4.0 DUCT SUPPORT HANGERS SHALL PASS AROUND THE OUTSIDE OF THE INSULATION USING SHIELDS OR SADDLES SO AS NOT TO COMPRESS THE INSULATION MECHANICAL DRAWING INDEX SHEET DESCRIPTION ISSUED M-1 HVAC GENERAL NOTES, SYMBOLS & SCHEDULES Yes M-2 MECHANICAL HVAC PLAN Yes M-3 KITCHEN HOOD SCHEDULES & DETAILS Yes M-4 MECHANICAL HVAC DETAILS Yes w 0 z Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 H w z D w z wQ U Q Q 2 r o F D J ow w U Q O0-Eo x rDrn Q W V to To O I� > w a zm iE m z Z u_jU U U D U�J m J W W U z U) ap �a� O > � O D_ IZ Q O J [1-U)� i ENGINEER SEAL `a9*e A0511Bgggg 0 982 *; IT E Al Eric J. `,4Gb�o a, PE P.E. No. 60982 iKSE DO:EAENTS, N VRN TIE COLEPTS ARID OR ➢ESTERS PRESENTED HE" ARE ➢ADDED OEY FOR THE SPECIFIC PEPWSE MID CLIENT 6 FOR PIERCE EAGPEERM. ING FOR mm THEY ME PREPARER O:16E ORIHPf�ER REllA,EE ON THESE DDCOENTS VI11OR VRITTEN AITM@RATDR mD A TAUUN DY M PIERCE HNOK m, INC. S DE VRHNT IARTI Tn TO THE SANE. CO+YNEW Offil, FOR PIERCE EN,REElm m N RRRTS RESERVED. SHEET TITLE HVAC GENERAL NOTES,SYMBOLS & SCHEDULES IJJUG URIC: 10-21-2011 DRAWN: EJS APPROVED: EJS DRAWING NUMBER �1 SHEET I OF 4 NOTE: SOME NOTE & SYMBOLS SHOWN ON THIS LEGEND MAY NOT PERTAIN TO THIS PROJECT. 11005-01 250 CF EXALT 250 CI BATH HVAC PLfi,N 400 CFM 3460 CFM 4060 CFM 600 CFM 600 CFM AHU-2 AHU-3 AIR BALANCE DI/4C, RAz l 250 CFM EXFILTRATION 250 CFM BATH EXHAUST SCALE 3/1C = I`0" ROOF DECK TRANSITION TO 4 - 10" X 16" SUPPLY CONNECTIONS KSF-I KEF-1 GENERAL NOSES: I. ROUTE 1 1/4' CONDENSATE DRAIN FROM EACH AHU ABOVE CEILING, DOWN IN AND THEN THRU EXTERIOR WALL. TERMINATE ABOVE GROUND NEAR RESPECTIVE CONDENSING UNITS. 2. ROUTE REFRIGERANT LINES FROM EACH AHU ABOVE CEILING, DOWN IN EXTERIOR WALL TO RESPECTIVE CONDENSING UNITS. 3. EACH OUTDOOR AIR INTAKE SHALL HAVE MOTORIZED DAMPER. DAMPER SHALL OPEN TO SET VOLUME POSITION WHEN RESPECTIVE SYSTEM CYCLES ON. CLOSE WHEN RESPECTIVE SYSTEM CYCLES OFF. 4. INTERLOCK EF-2 WITH AHU-2 OPERATION, AND INTERLOCK EF-3 WITH AHU-3 OPERATION. 5. LOCATE FILTERS AT BASE OF EACH AHU - NO FILTERS IN RETURN GRILLS. KEY NOTES: lO KITCHEN HOOD WITH SUPPLY 8 EXHAUST FAN ABOVE. SEE HOOD SECTION THIS SHEET AND DETAILS 9 SCHEDULES ON SHEET M-3. c^ 24x48' RETURN GRILL. 30 14'xIO' SCREENED OUTDOOR AIR INTAKE LOUVER IN SOFFIT. ® 16'xl6' SCREENED OUTDOOR AIR INTAKE LOUVER IN OVERHANG CEILING. 5O 24'x24' TRANSFER GRILL WITH 12'e JUMPER DUCT. © 4'e EXHAUST UP TO ROOF JACK. 70 8'x8' EXHAUST DUCT DOWN FROM ROOF TOP FAN TO 12NIT EXHAUST GRILL GRILL. INTERLOCK EF-2 WITH AHU-2 OPERATION. ® B'x8' EXHAUST DUCT DOWN FROM ROOF TOP FAN TO 12"xI2' EXHAUST GRILL GRILL. INTERLOCK EF-3 WITH AHU-3 OPERATION. O 126xI2' TRANSFER LOUVER LOW IN DOOR. 10 INSTALL NEW 'SMOKEETER' MODEL SE 24 AIR CLEANER IN CEILING; 12OV, le, 6.4 AMPS, 1/2 HP FAN. OUTDOOR AIR CALCULATIONS AHU 1 7 PPL x 20 CFM = 140 CFM O.A. 400 CFM O.A. PROVIDED FOR HOOD MAKE-UP AHU 283 120 PPL MAX. AVG. OCCUPANCY X 10 CFM = 1200 CFM O.A. 1200 CFM O.A. PROVIDED, 600 CFM PER UNIT BLY TO STRUCTURE MPH WINDS. ALL CCORDANCE WITH USE SLOPING CURB WHERE NECESSARY SET FANS LEVEL ON ROOF CURB SHALL BE VENTED MIN. OF 18" ABOVE FINISHED ROOF SURFACE (NFPA 96) 2HR. FIRE 18' WRAP x 14" X 30" 18' NO NON-COMBUSTIBLE MATER ABLUWITHIN NON -RATED CEILING 3" OF DUCT TRANSITION TO 2 - X 18" EXHAUST CONNECTIONS KITCHEN -HOOD THESE PLkNS AND ALL PROPOSED WORK I ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY. ORDF,R TO C ' MPLY WITI jA.LLIAPPLICABLE CODES,' FILE COPY F w Q 0 P_ Fort Pierce Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone:772 672-4636 Fax: 772 672-4637 F W z � W z W w a� i Z>o Z J U 0 L W U — O m w U U Q a) =) 0) m a~nM z 0 r-i C7 > w m 2 .Wa o z m LLJ Q U J U U r ) ��./ 0 J = J W U z N ❑ LLI a� O 0>¢ 0 Q tr a 0 a to a_ W ENGINEER SEAL N 60982 '• AT OF w• ao t, �. Eric J.voboda, PE P.E. No. 60982 s"M BMW M srcavtc �. uc rm SHEET TITLE HVAC PLAN f-6" MIN 6'-6" OVERHANG GAS ISSUE DATE: 10-21-•2011 EOUIPMENT SEE MANUFACTURER'S SHOP DRAWINGS FOR EXACT DETAILS & FAN SPECIFICATIONS. KITCHEN HOOD SECTION DRAWN: EJS APPROVED: EJS I DRAWING NUMBER I � NTS NTS SHEET 2 OF 4 11005-01 1 48" PLE UM- 24" 80" AFF 450• 16, ADP U 18" E 3 16" 10" 21" 1PPLY 43.511 EXHAUST 450• 10 of iB ADP IN F LF LF LR LR (2) 16" E D =1 16" 10" 10" to it PPLY PPLY 43.5" 43.5" N EXHAUST EXHAUST q 8 7'-3" 90" 7'-6" 450• 16" 10" 21" PPLY 43.5" EXHAUST Q 7'- 3" 102" 8'-6" PLAN VIEW SCALE" 1/2" = V-0" Exhaust Exhaust 2030 CFM 2030 CFM 18"X70" Supply Supply 18"X10" Supply I Supply 865 CFM 865 CFM 865 CFM } 865 CFM 16"X10" 160110" 160XIO" I 16"XI1G_XV 2 ADP ADP CO BOX II IL r-, r-� nn .JL. r-1 T �� r� GENERAL NOTES: 1. UL RANGE HOOD: MATERIAL: 18 GAUGE STAINLESS STEEL CONSTRUCTION MECHANICAL ON EXPOSED SURFACES 18 GA. GALV. ON EXH. PLENUM GAS VALVE • ALL CONTINUOUS EXTERNAL LIQUID TIGHT WELDS, (2)WHDR-400 CYLINDERS POLISHED. FILTERS UL CLASSIFIED BAFFLE TYPE. SET IN HOOD @ 45 DEGREE ANGLE, INCANDESCENT LIGHT FIXTURES UL LISTED FOR USE IN COMMERCIAL COOKING FIRE CABINET HOODS. GREASE TRAY BELOW FILTERS WITH REMOVE- W/ACCESS DOOR ABLE GREASE CONTAINER, LIQUID VOLUME LESS THAN 1 QUART. ALL IN COMPLIANCE WITH NFPA #96 AND CONTROL PANEL LOCAL BUILDING CODES. 2. RANGE HOOD EXHAUST FAN: SWITCH PANEL AS SPECIFIED ON DRAWING AND CONFORMING TO 1 LIGHT, 1 FAN SMOKE AND GREASE - LADEN VAPOR REMOVAL UL LISTED SUBJECT BULLETIN 762 YZHW. 3. RANGE HOOD SUPPLY FAN: AS SPECIFIED ON DRAWINGS AND CONFORMING TO A NATIONAL TESTING AUTHORITY FOR PERFORMANCE CERTIFICATION, TO BE LOCATED A MINIMUM OF 10'-0" FROM ANY EXHAUST FAN, PLUMBING VENT 15" AND FLUE STACKS. -3 4. FIRE SUPPRESSION SYSTEM: FIRE SUPPPRESION SYSTEM PREPPED IN FACTORY AND CONTROLS PANEL PREWIRED IN FACTORY WHEN IT IS IN FIRE CABINET. 1/16" S/S CABLE IN 1/2" EMT TO REMOTE PULL, USE CORNER PULLEYS AT ALL CHANGE OF DIRECTIONS IIIIII■11111111-.� ------- E,1 .1 I U.L INCANDESCENT 7P_3„ I I I I 1 I I A 1/16" S/S CABLE IN 1/2" EMT TO MECHANICAL GAS VALVE USE CORNER PULLEYS AT ALL CHANGE OF DIRECTIONS -FIRE SYSTEM CYLINDERS 1' 3' SWITCH PANEL 1 LIGHT, 1 FAN GRGRW I I SALAMANDER BROILER 36"X17" I I HAZARD AREA I I 30"X16" F,e�1, , C*) el , rO 31 �® Ste© FRYER FRYER FRYER FRYER 16OX24" 16OX24" 16"X24" 16"X24" HAZARD HAZARD HAZARD HAZARD AREA AREA AREA AREA 14"X15" 14"X15" 14"X15" 14"X15" LIGHT U.L. CLASSIFIED BAFFLE FILTERS GREASE TROUGH WITH CONTAINER PER NFPA 96 HOOD #1 6" MIN In z 0 � F U - W � z = o U Q O z J w W w u- N > R1 w 0 W w a U) > 0 W to0r U) Ld ■n Engineering, Inc. Dependable Mechanical, Electrical & Plumbing Design C.A. No. 28173 315 South 7th Street Fort Pierce, FL. 34950 Phone: 772 672-4636 Fax: 772 672-4637 REQUIREMENTS BY KIDDE WHDR SCHEDULE NOTE:RE PULL SHOWN ROTATED ELECTRICAL FOR CLARITY, SEE PLAN VIEW FOR ACTUAL LOCATION CONTRACTOR 1. WIRE EACH FAN CIRCUIT FROM CIRCUIT BREAKER TO LINE SIDE OF CONTACTOR IN CONTROL TXB-24 EXHAUST FAN DETAIL N.T.S. 32.5'SQQ 31.5'� 37.25' > 2.7 31.R ' 28.75' KSF-15 SUPPLY FAN DETAIL N.T.S. TYPE I HOOD HOOD SCHEDULE U.L. FILE MH18803 MFG. MODEL # LENGTH EXHAUST COLLAR SUPPLY COLLAR WGT SIZE S.P. CFM SIZE S.P. CFM 0 HOOD DEPOT SW 7 -3 " ' 18 x 10 5/8 2030 (2) 16 x 10 I' I/4 1730 300 0 LIGHTS FILTERS UTILITY CABINET SWITCHES S/S QTY TYPE (QTY) H X W TYPE SIZE LOCATION HOOD LIGHT 2 INCANDESCENT " NI (3) 20 X 16it (2) 20 X 20 ALUM 15" HOOD #2 ON HOOD ON HOOD EXPOSED TYPE I HOOD HOOD SCHEDULE U.L. FILE MH18803 N � MFG. MODEL # LENGTH EXHAUST COLLAR SUPPLY COLLAR WGT SIZE S.P. CFM SIZE S.P. CFM 0 HOOD DEPOT SW ' 7 -3 ' 18 x 10 5/8 2030 1 (2) 16 x 10" 111411 11730 400 0 LIGHTS FILTERS UTILITY CABINET SWITCHES S/S QTY TYPE (QTY) H X W TYPE SIZE LOCATION HOOD LIGHT 2 INCANDESCENT " R X (2) 20" X 20" ALUM 15" RIGHT ON HOOD CABINET ON HOOD CABINET EXPOSED EXH. CFM SUPPLY CFM AIR EXHAUSTED FROM HOODS 4060 AIR SUPPLIED TO HOODS 3460 TOTAL AIR VOLUME 4060 3460 FAN SCHEDULE HOOD # FANS MFG. MODEL # CFM RI S.P. HP VOLTAGE RPM AMPS #18r2 KEF-1 JENCO TXB-24 4060 1.25" 2.0 208/Ig 847 12.0 #182 KSF-1 JENCO KSF-15 3460 1/2" 1.5 208/Ire 723 10.0 NOZZLE APPLICATION COVERAGE LENGTH OF DUCT PER NOZZLE SPECIAL NOTES FOR COVERAGE FLOW TANK 1 No. F.P. TANK 2 No. F.P. (2) ADP Duct 100" PERIMETER UNLIMITED 2 ADP nozzles 'd 1 2 1 2 2 1 2 w Z w Z w REMOTE PULL STATION PANEL. ` INSTALLED 0 48" A.F.F. 2. WIRE EACH FAN FROM LOAD SIDE OF ALONG PATH OF EGRESS PARTS 875572 CONTACTOR IN CONTROL PANEL TO FAN DISCONN-CT SWITCHES ON FAN. DISCONNECT SWITCHES PROVIDED ON FANS. 3. WIRE A 120V 20 AMP CIRCUIT TO TERMINALS L AND N IN CONTROL. PANEL. 4. WIRE FROM CONTROL PANEL_ TERMINALS NO LGAS OCATE VALVE FICELD ONNECT AND N TO HORN/STROBE DEVICE IN KITCHEN. 120V HORN/STROBE DEVICE TO BE PROVIDED BY ELECTRICAL CONTACTOR. NOZZLE APPLICATION COVERAGE NOZZLE xEtart On Inch") SPECIAL ROTES FOR COVERAGE FLOW t NO. F.P. 2 NO. F.P. ADp Plenum 10' x 4' N/A Y Bonk or Single 1 1 1 1 1 APPLICATION COVERAGE NOZZLE HEIGHTNOZZLE LIMITATIONFROM SPECIAL NOTES P low 1 2 COOKING SURFACE FOR COVERAGE No. F.P. No. F.P. F Single Vat Fryer 18" X 18" 27" min/45" max 45 degree to 90 degree 2 4 8 0 0 (drip boards 1 to 8) R Four Sumer Range 28" x 28" 20" min/42' max 9" radius from midpoint 1 1 1 1 1 ADP Griddle -Flat Surface 42" x 30" 13" min/48" max on perimeter 1 0 0 1 1 ADP Upright Broiler/ 30.25" X 34" n/a within top a of 1 0 0 2 2 Salamanders broiler compartment GRW C Radian )rbroiler 24" X 21 2e min/48" max 45 degree to 90 degree: 1 0 0 2 2 �:) J w U 0 W ~ W U K O a U U Q a, �m a CaL4] oa 'TUU))to B BURNER RANGE / RADIANT CHARBROILER FRONT ELEVATION 5. WIRE FROM CONTROL PANEL TERMINALS NO IN CIRCUIT Z 24" FLAT TOP GRIDDLE 36"X24" AND N TO SHUNT TRIP BREAKERS TOTAL FLOW POINTS 12 s O 60"X28" HAZARD AREA BREAKER PANEL. ALL ELECTRIC RECEPTACLES OR HAZARD AREA 36'x21" SCALE" 1/2" = 1'-0" HARDWIRED APPLIANCES UNDER THE HOOD OR MFG: KIDDE-FENWALL GENERAL NOTES a zo 36"X24"/24"X24" MAXIMUM FLOW POINTS: For piping allowances and balances m FEEDING EQUIPMENT UNDER THE HOOD NEED TO WHDR125: 4 Flow Points U L300 refer to KIDDE-FENWALL Technical SHUT DOWN UPON FIRE SYSTEM ACTIVATION. SHUNT WHDR260: 8 Flow Points Manual-U.L. File EX3559. z _j 0 TRIP BREAKERS PROVIDED BY ELECTRICAL WHDR400: 12 Flow Points WHDR600: 18 Flow Points The System installation shall conform to the requirements of NFPA#I7A &��g� WORK ,U_ o ' � J = CONTRACTOR. DUAL WHDR400: 24 Flow Points (manifolded) and all applicable State and LocalCo, PLANS AND ALL PROPOSED SUBJECT TO ANYCORRECTIONS a LULi Ix z ~n o a� 6. FIRE ALARM CONNECTIONS -IF A FIRE ALARM IS PRESENT IT NEEDS TO BE CONNECTED TO A ARE E UIREDBYFIELDINSPECTORSTHAT ao of d Nd W LEFT SIDE ELEVATION SCALE" 1/2" = V-0" CONTROL OPTIONS FIELD WIRING IF IS REMOTE MOUNTED, OR FIRE FIRE SVSTEN FACTORY WIRING SYSTEM IS FIELD MOUNTED THEN MICRO MICROCWITCH HOOD SWITCH LIGHT SNITCH CONTACTS VIEN MOUNTED AND MOUNTED AND SV[Td1 WIRES MUST BE FIELD WIRED. SYSTEN Is SET WIRED IN PANEL WIRED IN PANEL WIRED FOR 18' % IB' X B' TYPE 1 MNGEp ELECTRICAL ENCLOSURE NOTE 2� F[RE SYs ru HOW a[T[ Y OR N =Ka Y OR N =la E%HAUST FAN CONTINUES TO RUN UNDER FIRE CONDITION EVEN WITH HOOD SWITCH OFF K ------------- wDVx ra-'---- EXHAUST CIRCUIT � E%XAUST FAN Xl mN I EE NOTE 3i 2M 1 PHASE - O EF-1 " - CXHV I PHASE ® � NC I e Bee AMP BREAKER _ J at MP me AMPS C . ® 3 a) I SEE NOTE 4 G ® 3 a) SUPPLY CIRCUIT- ♦ _SUPPLY FAN Xl ® ID 208V 1 PHASE • SF-1 • 208V i PHASE But AMP BREAKER _- HP ABI1 AMPS U O - H m 4 m -T➢ 1® A ® 5 a) -FBOI NOT ® 5 a) RED ID -yDm uo- -� RELAY DOOR MOIINTE➢ WITH r l ® ]5 H AUTO ON TEMP SETPOINT `--� (D 16 ADJUSTABLE FROM OUTSIDE ® I] m HOOD DEPOT THE CONTROL BOX C ® N Q] TO PILOT TEMPERATURE SENSOR Xl q D LD N SENSOR n Bi 0) 0) I NE�_TRAL CDIP'{{EIRDL CIRCUIT RELAY #1 I2 14 % P ® HOT 120Y IPHPSE INPUT l5 PPMP BREAKER DUCT SENSOR FIELD 4 5 MOUNTED AND WIRED L� GROUND TO it G Y �� PANEL ® � GROUND I CD1L- ♦ D con- � FIRE "D2 RED F CCHL' RELAYI NC2 RELAY MR MOUNTED WITH A CENT NOl AUTO ON TEMP SETPMNT NCI ADJUSTABLE FROM OUTSIDE G B NmD DEPOT THE CONTROL BOX. TEMPERATURE cow ND2 SENSOR X2 E CML- SENSOR u B u con. REIR Nce RELAY #2 12 14 a P COT Not NCI 4 DUCT SENSOR FIELD MOUNTED AND WIRED S III AMCRICAN L.EGIGP eve '" SIDE NNTF, O"Al/O NAC rl Kano INSIDE DASHED LINE REPRESENTS qA IL ACTUAL CONTROL PANEL ENCLOSURE, DEPOT MAW EVERYTHING OUTSIDE OF LINE IS pMa� WIRED FROM OUTSIDE OF CONTROL PANEL. P"� IXSe SPARE MICRO SWITCH WE HAVE AT THE FIRE /TO FUSIBLE LINKS AND CONTROL PANEL & DOUBLE MICROSWITCH PROVIDE YBENECESSARY-IN ORDPTO' 1/2"0 SCHD. 40 BLACK REMOTE PULL STATION HOOD DEPOT. CONTROL PANEL PRE -WIRED TO LIGHT SYSTEM CONTROL HEAD. IF AN ALARM IS PRESENT IRON SUPPLY LINE SWITCH, HOOD SWITCH, AND 1 POLE OF FIRE SYSTQ®MPLYWIT ALLA$PLICABLECOOES" ENGINEER SEAL K._ _ A HORN/STROBE DEVICE IS NOT REQUIRED. TO GAS VALVE MICROSWITCH. THE CONTROL PANEL IS PRE-WIRED`TO` 7. IF ANY OTHER NEW OR EXISTING HOOD VENT PLUG SYSTEMS ARE WITHIN THE SAME ROOM AS EACH OTHER AND THEY OPERATE INDIVIDUALLY ALL 1/4' OD COPPER TUBE SUPPLY FANS MUST SHUT DOWN UPON ANY OF THE FIRE SYSTEM ACTIVATIONS. THIS CAN BE ACCOMPLISHED THROUGH SHUNT TRIP BREAKERS (2) WHDR-400 CYLINDER OR A SPARE SET OF CONTACTS WE HAVE ON OUR "FIRE RELAY" IN OUR CONTROL PANEL. CONTACT THE FACTORY FOR YOUR SPECIFIC SCENARIO IIIIIIIIIIIIIIII,�� -_.___.. �i L i of ■ - • e - SHUTDOWN MUA AND TURN ON EXHAUST IN CASE OF AA AA/IB/� FIRE. ALL OTHER CONNECTIONS ARE TO BE MADE BY y°9Bq ,®a°° g, SVpe ��oo0 OTHERS. THERE IS (1) NO/NC MICROSWITCH AVAILABLE S�y'�.�� IN THE J-BOX FOR FIRE ALARM ACTIVATION. FOR OTHER `e°�4��''G REQUIREMENTS SUCH AS THE SHUTDOWN OF ELECTRIC 0 60982 APPLIANCES AND RECEPTACLES UNDER HOOD, GAS SOLENOID ACTIVATION, AND ANY OTHER REQUIREMENTS BY = Tt NATIONAL, STATE, OR LOCAL AUTHORITIES HAVING S F� 'fir JURISICTION USE TERMINALS NC AND NO AS REQUIRED. p •, "s>•�RI�P•��`��s� NC/NO HAVE 115V/1PHASE AND ARE ACTIVATED UPON FIRE SYSTEM ACTUATION. `S`10N `t-S PE E�c 8. HEAT SENSORS NEED TO BE WIRED FROM NOTE: IF THERE IS NO BUILDING ALARM IT MAY BE P.E. Nog60982 EACH HOOD COLLAR TO THE CONTROL PANEL FIRE CABINET REQUIRED TO PROVIDE A HORN TO BE SOUNDED TERMINALS 4 AND 5. WHEN THERE ARE MULTIPLE UPON FIRE SYSTEM ACTUATION. CONTACT YOUR nEss aruaDs, enG vnx ECa aPTE ma D3 Ra PRESOOa HlK➢I APE ➢GOOF➢ aLY Fat TIE SPECD'IC PIRP[R AND CLIENT a FORT PBRCE EGMESUME DIC, FAR MUNICIPALITY FOR THEIR REQUIREMENTS. WON THEY WOEP AVER REUSE OR DPAOER RELIANCE ON HEAT SENSORS THEY NEED TO BE WIRED IN HOOD is LIGHT SWITCH IIESEDDD�NFRTTDaRC ENENTERING aA�LB PARALLEL. ADAPTATION R O PD]XI FJG➢♦&ADG. DL SMALL C vIEMME MEERIN m TIE svRI HUS RESOrvER 1. FGR PRAM ENGINEaM6. DIG ALL RIGHIS RESERVER 9. LIGHTS ARE PRE WIRED ON TOP of EACH FIRE CABINET/FIRE SYSTEM DETAILS FOR HOODS #1 &2 SHEET TITLE HOOD TO A SINGLE JUNCTION BOX. JUMPERS NEED TO BE PROVIDED AND INSTALLED IN BETWEEN HOOD KITCHEN HOOD SECTIONS AND FROM THE NEAREST HOOD TO THE �] DETAILS 0 u U 710 SOUTH POWERLINE ROAD CHIEF ENGINEER CONTROL PANEL AND WIRE TO TERMINALS 14 AND DEERFIELD BEACH, FL. 33442 MAX BRAND, P.E. 15. D E-MAIL: HOODDEPOT@AOL.COM PHI/ 800-322-8730 10. WHEN THERE IS NOT A FIRE CABINET BUILT Dune, INTO OUR HOOD THE MICRO SWITCH MUST BE INTO # 72500 ISSUE DATE: 10-21-2011 WIRED FROM THE FIRE SYSTEM CONTROL BOX TO REVISIONS FORT PIERCE ENGINEERING, INC. OUR CONTROL PANEL. THE COM WIRE (BLUE) GOES DRAWN: EJS NUMBER DESCRIPTION DATE TO TERMINAL C IN OUR PANEL, THE NORMALLY 315 SOUTH 7TH ST FORT PIERCE, FL APPROVED: EJS CLOSED WIRE (YELLOW) GOES TO TERMINAL NC IN ✓ B OUR PANEL AND THE NORMALLY OPEN WIRE 1CAN LEGION POST 318 DRAWING NUMBER (BROWN) GOES TO TERMINAL 3 IN OUR CONTROL ST LU C I E COUNTY, FLP - 49 O PANEL. SCALE: DRAWN BY.- CHECK BY.- DATE. M-3 NOTED M.C. R.Z. 10/17/11 TITLE: HOOD DRAWING 1 OF 1 SHEET F 4 11005-01 a UPPER ATTACHMENTS IN 1 1/2' STRAPS ACCORDANCE WITH SMACNA TO STRUCTURE DETAILS CONDENSATION o STAINLESS STEEL BAND INSULATED FLEX DUCT 3' SHAFT INSERT I 3/8" DIA. THREADED - UPPER ATTACHMENTS THREADED ROD FOLDED SEAM 1 1/2' INSULATION STEEL HANGER RODS -,,,,IN ACCORDANCE WITH RADIUS NOT LESS THAN SMACNA DETAILS (�') 1 1/2"x DUCT DIA. SEE PLAN FOR EXHAUST i SPRING VIBRATION cRoss BREAK DUCT CONTINUATION ISOLATORS (TYP.) R BRANCH — — RUBBER -IN -SHEAR j COOLING COIL �PpP�Pe\� AND TERMINATION VIBRATION ELIMINATORS DUCT (TYPICAL FOR ALL 4 SECTION DUCTWORK AND FLEXIBLE 2•�/ \ \ � P�(oPP� pFVN DUCT SLEEV HANGER RODS) ® ® (SEE DRAWINGS) CONNEC11ON AS REOUIRED apyOF� 3" SHAFT INSERT N? 9 *3• BUTTERFLY DAMPER STAINLESS STEEL BAND EXHAUST - - - - — OPERATOR ON 1 1/2" DUCT i� / STAND-OFF TO ALLOW FOR INSULATION INSULATE BELTS / /� NOTES, FLEX.( CABINET FAN -� ��� I. HANGERS: TWIN LOOP CHAIN #I USE ROUND SHEET METAL TO EXHAUST FAN CEILING4 (WORKING LOAD 155 LBS. PROVIDE DUCT HERE TO UMIT FLEX ' / NOTE: 'S' HOOKS) DUCT TO HERE 10`-IN LENGTH _ CONDENSATION SENSOR SHALL BE WATER GARD 2. PAN SHALL BE GALVANIZED STEEL n PRIMARY: SECONDARY PART #4014758 OR DROP CEILING FLEXIBLE IN SENSOR #401485B W/ CONTROL BOARD. 24 3. UP TO 4'x V-24 GAUGE. CONNECTION VOLTS, 40 TO 75 VA. AUDIBLE ALARM AND/OR 4. OVER 4k 5'-22 GAUGE. w 6"SADDLE EXHAUST FAN WARNING LIGHT. WIRED TO SHUT OFF A/C CEILING DIFFUSER CEILING GRILLE SYSTEM WHEN WATER LEVEL REACHES I/16" 6 5. ALL SEAMS SHALL BE SOLDERED. ACTIVATES (TYP.) REMOVABLE FILTER MANUFACTURED BYY WATER GARD.INC.1LIGHT.11 6. PROVIDE CROSS BREAK FOR PAN SECTION CEDAR, GAP HOUSTON, TX 77072 OVER 36' LENGTH OR WIDTH. f AUXILLARY DRAIN 888-652-9800 0 NOTE: USE BORDER TYPE 1 SECURE TO STRUCTURE CONDENSATE LZ PAN. INSTALL WATER GUARD ALARM WHERE IN HARD ER T - ABOVE AS RECOMMENDED DRAIN REF PIPING Fort P1eT'Ce BORDER TYPE C WHEN EXPOSED BY SMACN9 TRAP SEE SCHEDULE Engineering, Inc. #SHEE' GA GALV. STRAP THREADED CAP WITH 1/2" 0 Dependable Mechanical, Electrical HOLE DRILLED IN TOP, THREADED CAP, & Plumbing 2s Design HAND TIGHTENED. HAND TIGHTENED TYPICAL AIR COOLED CONDENSING UNIT. PAD TO BE 4" LARGER ALL AROUND SECURE TO STRUCTURE DO NOT LOCATE UNIT WHERE THE THAN UNIT, FURNISHED WITH /4AIR ABOVE AS RECOMMENDED UPBLAST MALL STRIKE ANY OVERHANG. REBARS AT 6" O.C. BOTH WAYS HANDLER BY SMACNA LOCATE UNIT MINIMUM OF 2'-0* SLOPE TO UNIT TAKE -OFF FITTING HANGER ROD FROM BUILDING EXTERIOR WALLCE7UNG DIFFUSER. AL SCREW, SIZE: Y"DRAININSULATE BELLS. OLT TO DIRECTION SECURE FLEX DUCT TO TAKE -OFF SEE HVAC FLOOR BOTH SIDES OF DUCT. DRAIN PAN OF AIR I FITTING WITH STAINLESS STEEL PLAN FOR LOCATION TYPE'n' ANCHOR UNIT TO PAD WITH MIN. 1/4" DIA. FLOW SCREW DRIVER OPERATED BAND OF DIFFUSER. I FLEXIBLE DUCT I I / � EXPANSION BOLTS ®1 1/2" EMBEDMENT DEPTH — — — — CASING SLEEVE BRANCH II \ & NEOPRENE PAD. (TYPICAL FOR 4) _ _ _ _ DUCT I STRAP = _ _ = UNION 315 South 7th Street Fort Pierce, FL. 34950 \ \ —_--- Phone:77 - = 2 4637 DAMPER CEILING SADDLE I 1 INSULATION \ 4 Fax. 772 67 - SUCTION At LIQUID 1Xt'XXX16� , + i t c e TYPE's' GALVANIZED REFRIGERANT LINES e ANGLE NOTE: 1. FILL TRAP MANUALLY ON INITIAL START-UP. 2. PIPE SIZE SHALL NOT BE LESS THAN DRAIN PAN CONNECTION SIZE. NET8' THICK CONCRETE PAD. 3. A = 12 OTE: USE BORDER 1 RUN REFRIGERANT LINES SHORTEST TIMES FAN SUCTION S.P. - 4" ABOVE GRADE AND B = %2" PLUS FAN DISCHARGE S.P. WHERE IN HARD ER BORDER TYPE C WHEN EXPOSED DISTANCE TO BLDG. EXTERIOR WALL 4" BELOW GRADE 4. ALL CONDENSATE PIPING TO BE PVC. W PROVIDE GASKET BETWEEN TAKE OFF SEE PLANS FOR CONTINUATION. MIN. 3000 PSI Y" w z 5. INSULATE ALL DRAIN LINES WITH ARMAFLEX z FITTING AND BRANCH DUCT. Ld a U Q Q ¢ A FLEX DUCT CONNECTION DETAILS B DUCT SUPPORT /CEILING EXHAUST FAN DETAIL C HORI?ONTAL AHU &CONDENSING UNIT DETAIL D COND. DRAIN TRAP &DRIP PAN DETAIL � =) o SCALE _ (N.T.SJ SCALE=(N.T.SJ e4 O 11 SCALE=(N.T.S.) SCALE =(N I'SJ w--_, O F ZLd U F SEE ENLARGED AREA--- = o U a m m -SQUARE DIMENSION TO SUIT FAN FURNISHED < x 'T ~U) a ro vuim FLANGE OF ROOF MOUNTED FAN I SENSING BULB ROOF FLASHIN / TO SUIT Z DIMENSION I I FAN FURNISHED Q pX COOLING I I SEALANT SECURE FAN FLANGE TO CURB W COIL WITH I-I/2" STAINLESS STEEL SHEET O m METAL SCREWS @ 6" O.C. z < J U U —� W W UZ�ap BRING FLASHING B _ W w z TWX VALVE 2N 12" PRESSURE TREATED WOOD ROOFING UP 8 OVER, I 7r � 01 a o of B SECURE TO CURB (ALL AROUND) a 11-')0-'- MOISTURE SIGHT GLASS NOTES: SUCTION LINE LINE CHAMBER WITH 2" FLASHING ENGINEER SEAL 1. PROVIDE ACCUMULATOR IF DEVELOPED ACOUSTICAL DUCT LINING I \ ROOFING cr ,�e%``�,�SVOQ��B�'�i LENGTH IS GREATER THAN 50' 3 1/2" x 3 1/2" P.T. WOOD : G "" 2 PROVIDE REFRIGERANT PIPE SIZES LIQUID LINE SN4"x3/8" ANGLE ALL-AROUND. o `�:�Q�:y ENsF •, 9 ALUMINUM CASING POWER ROOF VENTILATOR CANT STRIP (ALL AROUND) RECOMMENDED BY MFG. as WELD CORNERS. NAIL TO 2x12. D- U 60982 3. 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PLANS (SEE STRUCTURAL FOR FRAME ASSEMB ANGLE VALVES DETAILS ISOLATION VALVES (TYPICAL) RUN POWER ENLARGED DETAIL OF CURBSETTING BALL TYPE ISOLATION VALVES SUPPLY LEADS REFER TO ARCHITECTURAL IF NOT PROVIDED WITH UNIT IN CORNER / PLANS FOR ROOF �/ CONSTRUCTION AND ALL PROPOSED R ISSUE DATE: 10-21I-2011 DETAILS INSIDE CUR ARE SUBJECT TO ANY CORRECTIONS DRAWN: EJS PROVIDE TRANSITION REQUIRED BY FIELD INSPECTORS THAT; NOTE: SYSTEM 2 81 3 HAVE DUAL REFRIGERANT CIRCUITS. TO MATCH DUCT SIZE r I BACKDRAFT DAMPER MAYBE NECESSARY INORDPTO A APPROVED: EJS SHOWN ON DRAWINGS COMPLY COMPLYWITMALLAPPLICABLECODES, DRAWING NUMBER WHERE REQUIRE[3 M-4 SHEET 4 OF 4 E REFRIGERANT PIPING SCHEMATIC scnLe (N.Ts.> F ROOF MOUNTED EXHAUST FAN DETAIL 11005-01 = DUCT SCHEDULE DUCT DIMENSIONS INCHES TYPE HANGER UP TO 18 A 19 TO 30 A/B 30 TO 60 B NOTE: S'-0" MAX HANGER SPACING