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HomeMy WebLinkAbout7880 Gall Blvd (2)Associates, Inc. • Architecture DesignTech Planning International Interior Design Date: October 24, 2013 Permit #: 14509, Revision 2 Project: 12049.01 Zephyr Commons Outparcel Permit Revisions: Revision 2 Revisions were requested by the owner in order to accommodate future tenants. Architeural Status: Revision 2 Changes were made to the plans in order to accommodate future tenants. Bay lengths were changed. No changes were made to the building footprint. Changes made to the elevations include a re -organization of the front and rear facades; this was administratively approved by Todd H. Vande Berg for Planning compliance. This change was made to reflect the new interior conditions. Structural Status: Revision 2 Revisions were made to reflect changes in bay lenghth and new column spacing. Changes were implemented to the roof framing in order to accept 3 new RTU Electrical Status: Revision 2 Changes were made to the lighting and fixture locations to reflect facade changes. MECHANICAL Status: Revision 2 3 new RTU were added to the building in order to accommodate future tenants. Page 1 14125 Northwest 80t" Avenue, Suite 303. Miarni Lakes, Florida, 33016. (786) 235-9097 Associates, Inc. ■ Architecture DesignTeCh Planning International Interior Design LETTER OF TRANSMITTAL To: Building Department C.O Jacqueline Boges 5335 8`s Street Zephyrhills, FL 33542 Date: 10/24/13 Project No: 12049.01 Project: Zephyr Commons Re: Permit Revisions ❑ Separately. ® Shipped via FedEx the following items: COPIES DATE DESCRIPTION 2 10/24/13 -Permit revision description -Architecture: A-3.1, A-3.3, A-4.0, A-8.0 -Structural: S-0, S-1.0, S-2.0, S-3, S-4 -Mechanical: M-1.0, M-2.0 -Electrical: E-2.0, E-2.1 THESE ARE TRANSMITTED as checked below: ❑ For approval ® For your use COPY TO: Carlos Cardoso, PM File ® As requested ❑ For review and comment SIGNED: Steven Hartley 4 14 125 W1 80th Stneet, Suite 303, R,tian�i La'c.s, R 33010 T eloonone: (7&) 235-9097 • Fax: (305 j362-4420 6BOUP I2300 CURLEW ROAD, Suite 201 PALM HARBOR, FLORIDA 34683 PHONE (727) 789-9500 FAX (727) 784-6662 [AUTH#6139 LB73451 WWW.AVIDGROUP.COM June 02, 2014 City of Zephyrhills ATTN: Todd Vande Berg 5335 8'h Street Zephyrhills, FL 33542-4312 (813) 780-0006 Re: Statement of Substantial Completion Zephyr Commons Outparcel Lot 3 Section 35, Township 25 South, Range 21 East AVID Job No.: 2980-002 Mr. Vande Berg: Please except the attached Engineer's Statement of Substantial Completion Letter for this project. The developer will apply for the Certificate of Occupancy once the interior build out is completed. Also included in this submittal is a Landscape and Irrigation Statement of Substantial Completion from the Landscape Architect. If you have any questions or require anything additional please let me know. Sincerely, AVID Group /.- � </Z James C. Harlow Construction Administrator cc: File 2980-002 AVj�p 2300 CURLEW ROAD, Suite 201 PALM HARBOR, FLORIDA 34683 PHONE (727) 789-9500 FAX (727) 784-6662 [AUTH#6139 LB73451 WWW.AVIDGROUP.COM STATEMENT OF SUBSTANTIAL COMPLETION I, Robert H. Pierro, P.E. Engineer of Record Hereby certify that Avid Group has inspected the site known as: Zephyr Commons Outparcel Lot 3 Project Name Located at The Lot 3 of Zephyr Commons, at the Southeast corner of Gall Blvd. (U.S. Hwy. 301 ) & Kossik Rd., Zephyrhills, Florida. Project Location I am certifying that the drainage system, paving, striping, signage, utilities landscaping and irrigation systems have been installed and the project has been completed in substantial conformance with the approved City of Zephyrhills construction plans. re and Seal 19841 Professional Engineer Registration No. Date K:\Projects\2900\2980002\DOC\Zephyrhills\20140602_Statement of Completion_2980002.doc CATHERINE J. MORAHAN, RLA 2116 RIVERS EDGE COURT CLEARWATER, FLORIDA 33763 PHONE (727) 734-3368 STATEMENT OF SUBSTANTIAL COMPLETION I, Catherine J. Morahan, RLA Landscape Architect Hereby certify that I have inspected the site known as: Zephyr Commons Lot 3, Project Name Located Lot 3 of Zephvr Commons, at the Southeast corner of Gall Blvd. (U.S. Hwv. 301 & Kossik Rd., Zephyrhills, Florida. Project Location I am certifying that the landscaping and irrigation systems have been installed in substantial conformance with the approved City of Zephyrhills construction plans. fA�41w Signature and al LA0001559 Landscape Architect Registration No AI d xi1 �I �I ¢I 2I �I 1I m I 4t h I M N a O ! .. II I I I I s . "III I LEGAL DESCRIPTION: f ,( LOT 3 AND THE SOUTH 29.72 FEET OF LOT 2, ZEPHYR COMMONS PHASE 1, ACCORDING I TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK, 62, PAGES 132 THROUGH If l 142, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. I I III X -`IfI II ;.`III I I ICI X O �I I > X I III I > ;:0 .,. <. , I III If I � z CiI I � D I III Ln IoI z1 z :_A !:1IfI #:j I i D C„ )E r� � .. .. "- III 24' EX 1 U DRAINAGE EASEMENT TO BE VACATED/REPLACED BY PROPOSED DRAINAGE EASEMENT -o 9,601 SF SINGLE STORY BUILDING FFE = 118.50 M v HC SIGN WHEEL STOP SEE DETAIL DETECTABLE WARNING SURFACE HC SIGN WHEEL STOP, SEE DETAIL 64.67' II I' II� III t I� II I II `- eeN8�Rli6�DROP CURB PER FDOT INDEX300 -SIDEWALK CURB RAMP W/ DETECTABLE WARNING PER FDOT INDEX 304, CR 23 ALIGN SIDEWALK AS SHOWN MATCH EXISTING SIDEWALK ICI I II ;II MATCH I EXISTING SIDEWALK III flf III II I III II I III II f �I If I SIDEWALK CURB RAMP W/ DETECTABLE WARNING PER FDOT INDEX 304, CR 23 fs6N6�RWG+T WIDE DROP CURB PER FDOT INDEX 300 I I SIDEWALK CURB RAMP W/ DETECTABLE d. I WARNING PER FDOT INDEU04 CR_23 , fII I &IIICVAk K MATCH LLL j� EXISTING SIDEWALK `e............................. ..... ....... ......... _ LANDSCAPE BUFFER m O , z D 0 m 0 > SITE LEGEND L HANDICAP PARKING — • • • • • • — SITE BOUNDARY LINE _ ...._.._...____ CENTER LINE OF ROAD PROPOSED CURB ........ ........ ....... EXISTING EDGE OF PAVEMENT PROPOSED CONCRETE PAVEMENT TYP TYPICAL HC HANDICAP 11 PARKING SPACE COUNT S/W SIDEWALK R5' V RADIUS LF LINEAR FEET SF SQUARE FEET SIGN LEGEND NO TEXT OR SYMBOL SIZE 131-1 STOP 3011X30" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRIPING NOTES: 0' 20' 40' SCALE: 1 " = 20' 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 6" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PROPOSED CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX( 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. BUILDING REFERENCE: BUILDING OUTLINE BASED UPON PLANS PROVIDED BY DESIGN TECH INTERNATIONAL ASSOCIATES. RECORD DRAWING BASED ON THE RECORD SURVEY PROVIDED BY: (Bruce McGehee), FL PLS (5978) (4415 Bough Road) (Zephyrhills, Florida, 33541) DATED: (04-14.14) CONTRACTOR: (Heinkel Construction, Inc.) c� 0 m � U_ w 0 0 o � w Ir Uj z w cn 0 cn z W z w w O w � 3 a <L Z Z W > Ld Z Q m IZ 0 Q Q o 0 a a[ Z 0 o�c w w 0 cc w0 a aQw jo � � � M M U,5 N O N li N O Q 0 .- o 0 0 Q '0 a? OD 1 j(1D.Lf)j1*jM N — Z Lq <oQ®n o c"}6 o 7 00 O cpc;Or¢ LU N ~~�m)0 OOZWw0co Q 2 FL 0o � 0) N 04 Cr a o S H E E T N O O J N W I- Q o0 Q_j C, PN O11 rnW� �� 0000O mj 4 U W m N F d Cr Q= LUNLi U� � ZvU Z J� Ox M Q v 2 Q> O N c0 d ['7z � L.L Q cD- 0 cn Z Z O Z 0 LJ Z H Z J�CL� IZ S � OW Z Z J J � ILL. Q X a a W p LL p M H J Oct cn ° z o O� 0 gJ J U � Im a W N a w N 3 Y CONSTRUCTION HAS BEEN SUBSTANTIALLY COMPLETED IN GENERAL ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND PERMITS. '3I �I II I � -I II s �I U 3' LANDSCAPELu 0 p STRIP @ 6:1 MAX C7. TYP SECTION A -A J TYPE "C" DOGHOUSE INLET OVER EXISTNG 18' PIPE Q D- 4 FDOT INDEX 232 GE = 117.39 C7 Z I E (W)=113-eT 113.08 2' LANDSCAPE U IE (S)=113-W113.03 STRIP @ 2:1 MAX _P IE (NE) = 11-4,W 113.08 W N N N N 00 00 PARKING LOT w cA o (D J EX MANHOLE SOS RIM = 129.00 W. INV = 119.60 E. INV = 116.23 TYP SECTION B-B N po N I I I „I I n � II I it n I I� it n I II� I I' D^^X I II s i c I I nL---�-1 I I I I n 3j I; I I "I I I I MEG , I I 118.9 n •I : 18.0 -A i I, 1 I I Nib I I a IN u; II cn 00 I I 18.0 f TYPE "C" DOGHOUSE INLET OVER EXISTING 18" PIPE 00 FDOT INDEX 232 D- 7 C71 I �: GE = L%a-31-118.31 ' I ; IE (W) =i4r� 115.78 IE (E) REMOVE 18" ADS EAST I A n I i ca > X 0 Z n, • I I ;� 8'± LANDSCAPE U ;y STRIP @ 4:1 MAX ; w0 Q0 I I:sp O N cr LCCDA_� • I I I PARKING LOT U, n� TYP SECTION C-C O O N co cp w �D cn co 99 C, N 0 0 0 J o 01 a c� 5 � a � o � N LL � z -. 0 cD N N a z p (W 0 00 0 N O w 00 o 0 0 z Q 0 W a 0 U m o 00 0 z Q z L4 (A O go w N W H N 00 N _A22 LF 18" x, SP @$2w 0.45% E° SLOPE STORM REMOVAL NOTE: I I iI GRADING LEGEND REMOVE THE 18" STORM PIPE BETWEEN STRUCTURE D-1 AND D-7 I i II ' iI I I it EL ELEVATION i I i Ii TYP TYPICAL 3 If Ii SP STORM PIPE II i i ii CO CLEANOUT i I ii IE INVERT ELEVATION "All ii I I iI HC HANDICAP ' s iI i I HP HIGH POINT I X EXISTING ELEVATION X �I I I it 12 52 DESIGN PLAN SPOT ELEVATION Q o III III (AT PAVEMENT LEVEL) . ,II i MATCH EXISTING GRADE I<I � i� III III MEG 20 LF 18' RCP @ 0,33% m m _ TYPE'C" DOGHOUSE INLET OVER EXISTING 18" PIPE D 1 STUBOUT IE -110 25 � v� �i � III X11S AS -BUILT SPOT ELEVATION � = FDOT INDEX 232 COULD NOT OBTAIN o m oo w xoe'`'.., i Ii bx GE = L1.6-eT116.63 PIPE WCATION AND z m gip° ED IE (NW) = 1 112.68 INVtRT ASP > II i i II ® DRAINAGE INLET IE (S) = Bt2� 112.63 WAS B IED c 1 IE (E) 110.77 i i 40' REMOVE 18" ADS WEST m i 24' I MITERED END SECTION D- 3 TYPE " INLET m 3� . �r SURFACE STORMWATER FLOW FDO INDEX 232 G = 14;F-. � 117.34 TYPE "C" INLET D- 2 (SW) = L12�113.03 FDOTINDEX232 B NCHMARK ®TOP E li I EX MANHOLE FFE FINISH FLOOR ELEVATION a IE (E) = 1�113.03 GE _6eT116.56 ION R013 LB6382. III \ TOP = 44�116.68 MEG IE (W) = 112:7T 112.81 E EVATION = 116.29 i N. INV = 109,95 112.76 EX 3 5 CONCRETE I 'Ii I g J " K 8 INV 1096 S/W SIDEWALK )� 118.5 IE (SE) _ VAULTS - ROUND LEVEL �p I-' ` ANDII j SW W. INV = �110.18 �je APPEARS T BELONG TO \ I !!�, E INV = 109 65 D-1 STORM SEWER STRUCTURE NUMBER PROGRES NERGY \\ 17 5 "-�TGR'EkI�TRJ16E�EX 18" RCPI x� EX CURB iNLEi 0 CONCRETE PAVEMENT 111&011- x - - - STUBOUT EDGE OF PAVEMENT = 115.65 / 17 2 16.9 0 IE = 110.19 \I E. INV -- 109.35 .71 11756 101 LF 18 @ ° o SLOPE 116•gg CONTRACTOR TO VERIFY I _ INV - 109.35 / - HP - - - - - - - - - - - - - - - - - - - - - - - -- \ is 76 117.64 17.5 0.33% g? x i Ij 25 LF 1 ' SP 118 �.5 118 29 24 LF 18" SP @ 0.2'1SLOPE @ 0. SLOPE 118 06 117.76 \\ \ \ CN IA EX CURB INLET' �-----------------------------116.87 _ _ _a -� ---- ,': I I EDGE OFPAVEMENT =115.4? \ II E. INV = 10£1.97 D :: j'^ 118 A - LJ ,,�p b`f, 11 32 DRIVE-THRU "�, .� o. � �. 117.63 � > - x WINDOW x '�:'° `. �vIEG I Ei Ii i x� cn 2 118 41 111321 f® ; N iI H . lf3?8j i 4' RD 117.97 117.65 PX!! I !l,�A 17.7 ADA CROSS WALK X 2 °R SLOPE w / MAX CROSS S O a °I STORM RIM EL=117.97 INVERT EL=114.87 N .... 17.3 SW �0 io a 9,601 SF 15"x6"TEE x SINGLE STORY BUILDING STORM cLE RIM EL. 117.90�,I j iI I 0o LL - W�,, ► r ., ,, FFE = 118.50 INVERT- 13 i� V J .. EL 1 79 I ; �•:. cn �- 6 RD . . o ..„i I° cn N II1� I".. III Iii III 59 '�$ 4" RD I�' Z' ii I i II ii 18.4�g 118.41 117.74 w( sI i 118 21 18 4 PLANTER AREA ADA RAMP HP . 117.60 = III o i ii ii i TT �d !�; SEE BLDG PLANS 1:12 MAX e o 117.40 I ........ .........¢ Ii i ii i s ... j. ;, I - - a 117.89 END CURB '"� _ qi l SSW @ 4.9% MAXI\ IEEI II i 117.94 it R. 11 T i I `; 0' 20' 40' SCALE: 1 " = 20' NOTES: ALTERNATIVE PIPE MATERIALS ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE FOLLOWING CONDITIONS: 1. OUTSIDE THE LIMITS OF THE ROADWAY OR PAVED AREAS 2. WITHIN THE PRIVATE ROADWAY OR PAVED AREAS WHEN DEPTH OF COVER MEETS THE REQUIREMENTS OF FDOT INDEX # 205 3. ALTERNATIVE PLASTIC PIPE TYPES INCLUDE: a.) ADS N-12 WT IB HDPE b.) CONTECH A-2000 PVC c.) HANCOR SURE-LOK WT HDPE 4. ALTERNATIVE CONCRETE PIPE INCLUDES ERCP CLASS III. 5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION. 6. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURISDICTIONAL CODE STANDARDS, WHICHEVER ARE GREATER, ARE TO BE INCORPORATED WITH ALTERNATIVE PIPE SELECTION. 7. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN. NPDES NOTES: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK REVEGETATION. 4• THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS, MAY BE REQUIRED FOR THE PROJECT. 6. DEWATERING METHODS OF WELLPOINTING AND DIRECT BURIAL "SOCK" PIPE SHALL BE UTILIZED. 7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSITE. DATUM NOTE: ELEVATIONS ARE BASED ON NGVD 1929, AS PROVIDED BY SIMMONS & BEALL, INC.. DRAINAGE STRUCTURE NOTE: ALL DRAINAGE STRUCTURES & GRATES SHALL BE RATED FOR H-20 TRAFFIC LOADS. SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P" BOTTOM IN ACCORDANCE TO FDOT INDEX 200. RECORD DRAWING BASED ON THE RECORD SURVEY PROVIDED BY: (Bruce McGehee), FL PLS (SM) (4415 Bough Road) Rephyrhills, Florida, 33541) DATED: MS•12.14) CONTRACTOR: (He(nkel Constn•ctkwL Ina) CONSTRUCTION HAS BEEN SUBSTANTIALLY COMPLETED IN GENERAL ACCORDANCE WITN THE PROJECT PLANS, SPECIFICATIONS AND PERMITS. OWNER ACKNOWLEDGMENT c� 0 m LL cn w O U o w w �Z° z a z w aa c w O U w Q :o Q f- z LL Z w , m > M F- z¢ m¢ O C/) 0 p O 0 a¢; U w LL O 0 cc O 0 z LL o w w m a m 0 ¢ w > > o t� wU a wm < U tt [t C•7 M _M M M w 7 Ch iq 0 N 0 O N 0 N O Q r rn ao t� to :n d ce) cv Z ww>_w_ozw ¢ ¢ J ��oc0 oC7mwz?m QrtwCc w-:' Ir 0 cr O O _M O N W F�0- wC7m Z0Z Wu_ ¢ a coN �k O � maa0,0 ON HO � a a o I HAVE REVIEWED THE CONSTRUCTION SURFACE WATER MANAGEMENT PLAN AND UNDERSTAND THAT S THE PLAN MUST BE IMPLEMENTED AS INDICATED. H E T N SF ZEPHYR COMMONS LP O N wQ H p 0 0 Q _j T N Ow �cr ��o J CD " � w N LL cl = w N Cc // cr C-)C� Z C3 Z �co ox M ¢ v S Q > O N d C7 d L.L ¢ c7 t7 z 0 CD cczoz� oCz�� w Z<> Z J 0 LZ Oa CL(n OLu 2-1Z J J 2 U U Ir cr a LV O L v c. M Z � g O a J Q W cl) C � Z O � � Oo C J ots 0 cr. V cc W C7 = N � a z w Q N a '3I �I II II NI.2I 11 CO a 0 Lu IL O w m O z Q N z a w m w x >x s �o L L a ,.; �LL......... III I I I I I,s.':11 I III „III III I I I I 3 ll! III f`�Ili III .._ 3%•`!f I III I II ;III III � ��lll Ili X I I IXI� o Ill �Il I i,'II I III I o 1 0 I III Ill I ` I I � I `III I Ili l o l m III D coI EX MANHOLE I I TOP = 116.10 (P) - 116.22 (F) INV N. = 107.25 (P) - 107.22 (F) INV S. = 107.15 (P)-107.20 (F) l Il� JI Ili FFl=��T.—� lI� IlI 111 TIE TO EXISTING 6" LATERAL AT IE = 110.00 CONTRACTOR TO FIELD VERIFY EXISTING IE Il I II I !I ! III I, l� EX 6"X6" TEE � jI jl jI m I0 O I� Io ID m TIm Iz ce UTILITY LEGEND SS SANITARY SEWER 0 CLEANOUT-CO ►� GATE VALVE FIRE HYDRANT 00 REDUCER 0 BLOWOFF ❑W WATER METER ® BACKFLOW PREVENTER WL WATER LINE SERVICE LATERAL NOTE: 0' 20' 40' SCALE: I" = 20' IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING THE INSTALLATION OF ALL SERVICE LATERALS (SEWER AND WATER) TO COORDINATE ALL VERTICAL CLEARANCES/CONFLICTS WITH EXISTING AND PROPOSED PIPING, CONDUITS, AND SOFT UTILITIES (EXISTING AND FUTURE). EXISTING UTILITIES NOTE: 0 0 Ca m 11 w 0 o w mco m co m LU z w cn O cn Z w w w O LL > 9: L)w a z WZ�w WQF_z m� 0 p p o 0 s It Z v cr cc o LL w LLO LD CL O a w cc U a awC D Q U a' r\\ � _M M M� _M M M W O N O O r ON, 0 0 N O Q p i�0 t\O CAoohCDLndC9C"r Z ww>-m-0zw Q Q J M C]0mwz�m Qocwwg01 0 Cr O O O N Fo�o)(D z W 0 cD zOzwLLL � a iR � N t= 0 0 ON H0 Cr a 0 CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING ( }J WITH ANY PROPOSED CONSTRUCTION. EXISTING WATER MAIN LOCATIONS ARE BASED UPON SIMMONS & BEALL SURVEY. EXISTING SEWER SERVICE LOCATIONS ARE BASED UPON SIMMONS & BEALL SURVEY. 2 O N .i DATUM NOTE: o z O ELEVATIONS FOR THIS PROJECT ARE BASED ON NGVD 29. b � p UTILITY NOTES: x 1. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 3. SEE ARCHITECTURAL/MECHANICAL ENGINEERING PLANS FOR FIRE PROTECTION DESIGNS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. NOTE TO CONTRACTORS: BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. RECORD DRAWING BASED ON THE RECORD SURVEY PROVIDED BY: (Bruce McGehee), FL PLS (5978) (4415 Bough Road) (2ephYrhills, Florida, 33541) DATED: (05.12.14) CONTRACTOR: (Heinkel Construction, Inc - CONSTRUCTION HAS BEEN SUBSTANTIALLY COMPLETED IN GENERAL ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND PERMITS. S E T N O Wd 0 o 0 T N O LL CV) to M COcc0 co W m N f CL Cn � = W N Um'='= M zvU Z oxo m < v 2 Q > O N CL cz, CL Ll Q C.7 C7 z 0� z z O z 0 L' Z J 0 O�ac=i� 0 w Z z J J CC Cr Q Cr F_ X IL W p N LL C �. M H 0 J Oct CIO`) 13 Z Fx Z o� g � N a J C 0 j L) � H � a >m W = N IL w N L. V 4, 4 SWEET POTATOE VINE I4 TRAILING LANTANA r3 AFRICAN IRIS PENTAS r2 GIANT LIRIOPE 0 El 000 000 TYPICAL PLANTER PLANTER PLANT LIST QTY BOTANICAL,/COMMON NAME SIZE 39 DIETES IRIDIOIDES/AFRICAN IRIS 1 GAL. FULL, WHITE 78 PENTAS LANCEOLATA/PENTAS 4.5" POT FULL, WHITE & PINK 52 IPOMOEA BATATAS/SWEET POTATOE VINE 4.5" POT FULL, GREEN & PURPLE 26 LIRIOPE'EVERGREEN GIANT'/LIRIOPE 1 GAL. FULL 52 LANTANA MONTEVIDENSIS/TRAILING LANTANA 1 GAL. FULL WHITE & PURPLE NOTE: CONTRACTOR TO PROVIDE ADEQUATE DRAINAGE FOR PLANTERS, GOOD QUALITY PLANTING SOIL AND ENSURE A MEANS OF IRRIGATION. PLANT LIST SYM. QTY. BOTANICAL/COMMON NAME SIZE QV 8 QUERCUS VIRGINIANA/LIVE OAK 3" CAL. 10' HT X 4' SPD. PML 15 GAL. 60" X 24" A 6 PODOCARPUS MACROPHYLLUS/PODOCARPUS UA 13 ULMUS ALATA/WINGED ELM 3" CAL. 10' HT. X 4' SPD. RI 95 RAPHIOLEPIS INDICA/INDIAN HAWTHORN 3 GAL. 18" X 18" VS 156 VIBURNUM SANDAKWA /SANDAKWA VIBURNUM 3 GAL. 18" X 18" PM 69 PODOCARPUS MACROPHYLLUS/PODOCARPUS 3 GAL. 30" X 18" LEG 865 LIRIOPE'EVERGREEN GIANT'/URIOPE 1 GAL. FULL LV 44 LIRIOPE VARIEGATED/VARIEGATED LIRIOPE 1 GAL. FULL SOD TBD ARGENTINE BAHIA ..° =aa a III I.:.ulll III ��xcorpl= m U S M m co M I I I I I � al i III 1 1 j fit'l I III op 20 40 co III;: II I SCALE: 1 " = 20' W II p w r� f II III Ili N Z W� PF: o III III III W�v w� O II`fglll Ill EL Wo~ ao �, llI Ill UoW W� oc I X_ Ill o ��U III IZ.III W cc cc H > m cc W 1 1 I Io III IIl �ZQ�p m ICI E.!II a cc OoIoLLW 0� � X II lo� o ::III !II =aWco Z p to W fq III I<�.'alll III Ua¢LQ s o m I l l III �D II of m 11 I Ill r- I I M T W D ;ryu:lll lil N O N 1,In �---- —.I I I m I .4=III III N O Q L — \ T \ QV O r 0 0 f�D o 0 QV QV m l QV � m ,- II l ! II Uq l Ili r�rnaor•co:n�chNr- z I'I I I I UA I z i t 'III Its ww>—w—ozw QV UA i UA I _p_�mpZa x0 w cc N M EX 3' 5 CONCRETE J W U O m U' O CV ' TS GROUND LEVEL. >ff,,�(`l%` >"''I'; j U — Q pj Q w � Oco N P C D AND I S Il V� _ ���NOM a P AR T G TO I :x::- Z O Z W p to a GR ERGY �� l ! = o cc"' iu EO CL �oC �Qo E t I , I . I.. DI 1 I JI I LEG % / a j J � \ D Z v a I s / t; I i ---• �� \ I I 0 Lo LJ I � r i \ , ::. Ili + I II I,j :> _ u �F I , Ii' o \ /-� . • 6 6 fill.. � o � B ka I� —. � ._ __.. ___. _ �`�d Q ' E;I + ♦ W ♦ IjII EXISTIG BUFFER TO REMAIN1 + + +�'���' + T++ s0 — ., IT I + + + + t I + + ♦ o 0 0 0 0 o j 4 41 1 IULL ,4 I LIGHTED STORE 51G\� u;; 1 �;4. ' x N, VEHICULAR USE AREA CALCULATIONS ®---------- 1 =. �- -----------® _— -=------® — __— --�=___ ®- ;;'.., .:.:._ ,: •,-!RFIv > X EXISTIG BUFFER VEHICULAR USE AREA = 26,624 S.F. 5 of o TO REMAING PROVIDE TREE BARRICADES VS REQUIRED INTERIOR GREEN AREA (26,023 X 10%) = 2,602 S.F. AS NECESSARY INTERIOR GREEN AREA PROVIDED = 2,715 S.F. D TO PROTECT EXISTING \L3 TREES. INTERIOR TREES REQUIRED (2,602/200) = 13 INTERIOR TREES PROVIDED = 13 .... .o.a. ..o ..... ... .... ... ..o e oa ..................................................................................... .................................................... ....................................... I I I I I I I I I .............. I............I..................... ................................ ...... ...... ................. RECORD DRAWING BASED ON THE RECORD SURVEY PROVIDED BY: (Bruce McGehee), FL PLS (5978) (4415 Bough Road) (Zephyrhilis, Florida, 33541) DATED: 104-24-14) CONTRACTOR: (Heinkel Construction, Inc.) CONSTRUCTION HAS BEEN SUBSTANTIALLY COMPLETED IN GENERAL ACCORDANCE WITH THE PROJECT PLANS, SPECIFICATIONS AND PERMITS. S H E CATHERINE J. MOPAHAN E FLA. LIC. NO. LA0001 559 T DRAWING 15 NOT VALID WITHOUT AN EM8055ED SEAL WITH AN ORIGINAL N SIGNATURE BY THE LANDSCAPE ARCHITECT OF RECORD 0 0 N W Q H 0 0 Lo Q C) N o L.L 6, T m 0= 00 0 J cU W m N a = W N CCDccoo Z VUp Z JCAD O N a M a-Il Q cs 0 z 0 co cr- ;z o� Lu > Z J aoC lr c/) Ow z z J J li i 6 U U W cr X a W O N L U) M H 0 J Q Z O OLL � v; J V � >= a W N a w N 1', nil ROOFING NOTES OIL TOP OF PARAPET I I NEW ROOF CRICKET (TYP) .( �. \\ � ~ � i 4" RD.'' DRAINAGE PIPING - I/4" PER FOOT SLOPE MIN. 1 4" RD.IOVERFLOW DRAIN RE: CALCULATIONS THI5 SHEET( i FUTURE LOCATION OF ROOFTOP UNIT. } Ifli NEW ROOF CRICKET (TYP) Y EL. +21'-0" } NEW ROOF CRICKET (TYP) F-T-7 I I L— —J I 1 I i 1 4" RD.IOVERFLOW DRAIN RE: CALCULATIONS THI5 5HEET(TYP) 4 RD.! " DRAINAGE PIPING * - 1/4" PER FOOT SLOPE MIN. 1 I 1 4" RD. DRAINAGE PIPING - 1/4' PER FOOT SLOPE MIN. 1 4" RD. OVERFLOW DRAIN RE: CALCULATIONS T1415 SHEET(TYP) I } ROOFTOP UNIT. SEE MECH. I DRAM IN65 FOR 512E5 AND CAPACITIES, SEE 5TRUCTURItiL DRAWINGS FOR SUPPORTIN61 STRUCTURE. PROVIDE NEW CM40#— — — FLA5HIN6 4 CRICKET AT" — — — RTU'S. ROOF PENETRATIONS1- _ REFER MEP PLANS 0I I L J 1 I I NEW ROOF CRICKET (TYP) ✓ '10 I } � I Se � I I I I 4" RD. OVERFLAW DRAIN RE. 1 CALOULATION51 THIS SHEET(TYP) 4" RD. DRAINAGE PIPING 1/4" PER FOOT SLOPE MIN. NEW ROOF CRICKET (TYP) I � � NEW ROOF CRICKET (TYP I I I I j VRAIr�E PIPE RUNNING 1 -TOF_ 017- PARAf i' � � } it�ir cotuMrr eELow —_ ___. - EL. +21-„0 EL. +24'-0"' 1 I I I I I I I I OF' PARAfEij EL. +24'-0" 60'-I Ik" ROOF PLAN 5C,4LE: 1/6" = V-0" EL. +24 I I TOP OF PARAPET j EL. +21'-0" V I I I © KEY PLAN VE f /y 3 I l I _ `a ��.mil 3 -11 _ �1. ' 1 €` - i" "4151n[ 4Rf k "a _.... _ — - U.S.11WY.301 I. THE ROOFING SYSTEM TO HAVE A 20 YEAR WARRANTY, JOHNS MANVILLE 655 MODIFIED BITUMEN W/ GLASKAP CR MEMBRANE, NDA 13-0129.19 OR APPROVED EQUAL. PROVIDE MIN 4" INSULATION W/ MIN R-15 INSULATION VALUE, INITIAL SRI - .16, UPLIFT MIN 108 PSF W/ GENERAL LIMITATION 01 2. ALL WORK SHALL BE COORDINATED WITH ALL PERTAINING SU15CONTACTOR AND PLANS. ANY DISCREPANCIES SHALL BE NOTIFIED TO THE ARCHITECT IN WRITING, PRIOR TO STARTING WORK 3. WALK PAD PATH TO AND AROUND UNITS AND ACCESS DOORS REQUIRED (30" MIN. WIDTH). MATERIAL TO BE COMPATIBLE WITH ROOFING SYSTEM USED AND ADHERED TO MEMBRANE. MUST EXTEND FROM HATCH TO AND AROUND ALL HVAC UNITS AND ROOF SIGNAGE VAULTS. T.P.O OR A.PDM. 6 MIL. MIN. 4. CONDENSATION DRAINS TO BE PIPED ABOVE ROOF TO THE NEAREST DRAIN. BLOCKS REQUIRED TO ADEQUATELY SUPPORT LINES AND REQUIRED MEMBRANE PAD UNDER EACH. 5. ROOF TOP UNIT SIZE(S) 4 LOCATIONS ARE SHOWN FOR CONCEPT ONLY. SEE 6. RE: STRUCTURALt WIND LOAD CALCS FOR REVIEW. NOTE: G.C. TO COORDINATE ALL ROOF EQUIPMENT PENETRATIONS WITH MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS - SUBMIT TRUSS SHOP DRWGS FOR APPROVAL BEFORE FABRICATION. CALCULATIONS FOR PROJECTED ROOF AREA A TOTAL ROOF AREA = 931S SQUARE FEET / 6 TOTAL NUM5ER OF LEADERS OR DOWNSPOUTS 5. = 1,553 SQUARE FEET OF HORIZONTAL ROOF AREA TOTAL ROOF PERIMETER = 416 LINEAR FEET X 3 FEET (AVERAGE ROOF HEIGHT) X 50% / 6 TOTAL NUM5ER OF LEADERS OR DOWNSPOUTS C• = 105 SQUARE FEET OF VERTICAL ROOF AREA 1,553 SQUARE FEET (TOTAL HORIZONTAL ROOF AREA) + 105 SQUARE FEET (TOTAL HORIZONTAL) D. = 1,658 SQUARE FEET (TOTAL ROOF AREA PER LEADER OF DOWNSPOUT) REQUIRED DIAMETER AS PER TABLE P11062 FOR A RAINFALL RATE OF 5 INCHES PER HOUR = REQUIRED LEADER DIAMETER = 3 INCHES REQUIRED LEADER AREA= �.00 SQUARE INCHES PROVIDED LEADER DIAMETER = 4 INCHES. PROVIDED LEADER AREA= 12.56 SQUARE INCHES HORIZONTAL PIPING (PER TABLE 11062.) S,319 SF. - (6) 5" LEADER5= 1,555 S.F.< 5,116 S.F. (6) 4" DIAMETER LEADERS PROVIDED SECONDARY (EMERGENCY) ROOF DRAINS: (PER TABLE 1107) VERTICAL LEADERS (PER TABLE 11062.) 9,319 SF. _ (6) 5" LEADERS= 1,555 S.F.< b,cl20 S.F. (6) 4" DIAMETER LEADERS PROVIDED HORIZONTAL PIPING (PER TABLE 1106.2): 9,319 S.F. - (b) 5" LEADERS= 1,555 S.FX 5,116 S.F. (6) 4" DIAMETER LEADERS PROVIDED TABLE 1106.20U FLORIDA 5UILDING CODE, PLUM51NGz, 2010 ROOF EQUIPMENT NOTE: 1. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ROOF OPENING DIMENSIONS FOR ROOF TOP EQUIPMENTS WITH EQUIPMENT MANUFACTURER, STRUCTURAL AND MECHANICAL DRAWINGS. ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. 2. ALL ROOF EQUIPMENT UNITS SHALL BE LOCATED A MINIMUM OF 10-0" FROM ALL ROOF EDGES IN ALL DIRECTIONS. A. THE MINIMUM GROSS -SECTIONAL AREA OF THE OVERFLOW SCUPPER SHALL 5E THREE TIMES THE CROSS -SECTIONAL AREA OF THE PRIMARY ROOF DRAIN AND THE SCUPPER CROSS -SECTIONAL AREA OF THE PRIMARY ROOF DRAIN AND THE SCUPPER SHALL HAVE A MINIMUM OPENING DIMENSION OF 4 INCHES. SCUPPER CALCULATIONS: (4 X 12 SQ. IN. (CROSS SECTIONAL AREA OF THE PRIMARY ROOF DRAIN) REQUIRED SCUPPER SIZE = 48 5Q. IN. PROVIDED SCUPPER SIZE = 64 SQ. IN. Oro "X4") Associates, Inc. AA26001933 Architecture • Planning R Interior Design. 14125 N.W. 30th Ave: Suite 303 Miami Lakes, FI33016 T, 756-235-9097 F. 305-3624420 dtiinfo@dtiarchitect.com www.dtiarchitect.com CT/�2/� 2013 C s izarro, R.A. AR - 0013079 Revisions: Date Description I \ ADDENDUM M FOR Gc O C7 N (M A O wo w A rn Z a U W¢ a 0 FF VCA w W � A Z � z w U 1:4 A z a W) A o 0 H 0 � o W P40/ Q, W w 0 W N a N Job Number: 12049.01 File name: Issued Date: 09.25.13 Drawn by: MCab Checked by: C.P./C.C. SHEET NAME ROOF PLAN SHEET NUMBER A-3 03 OL TOP OF PARAPET + 24'-0" b Ifl 1 WEST ELEVATION b 6 5 3 II /��� (�{• �� t 5 3 12" 12 NORTH ELEVATION SCALE: 1/8" = I'-m" TOP OF PARAPET G+ 25'-0" 101 CANOPY+ 10' SOUTH ELEVATION SCALE: 1/5" = I'-m" AA G/1 Cr /= GI/-Ale/C AC=A PARAPET o © �1 1�1 ICI ICI �!I �fl Is'sl Ili i o � i o �o ■■ ■■;■■■■■■,■ ■■ i i �o ®■■■■■■11■■ i 13 o ® ®r 11112 • Of 00 I��u�������������lll��uu������u��� Ili iiiii�miiglliiiiimiiiii iiil liii miiiiiirmlll�iiiiiiiiiii milli M!Mliii�. no (DSCALE: ❑A 001 KEYNOTES I❑ LED&ESTONE COLUMNS TYP., OWEN5 CORNIN6 CULTURED STONE COUNTY LE06ESTONE CHARDONNAY C5V-20006. INSTALLATION PER MANUFACTURER SPECS. RE: X/A-4.0. NEW CANVAS AWNING OVERHAN61N6 A50VE STOREFRONT TO MATCH EXISTING SHOPPIN6 CENTER, 6.0. TO PROVIDE SAMPLE FOR ARCHITECTS APPROVAL. FOR 5IZE5 RE:A-4.00 03 NEW SMOOTH STUCCO FINISH WALL, FOR PAINT COLOR -SEE SWT. A-4= ® NEW EIFS MOLDIN6. SEE DETAIL I/ A-01.2. FOR PAINT COLOR SEE 5HT. A-4.00 0 NEW 60x6" DENTAL 50UARE. SEE DETAIL 2/ A-q.l. FOR PAINT COLOR SEE 5HT. A-4.00 © NEW CROWN MOLDING. SEE DETAIL 1 4 2/A-12 Q NEW MEDALLION TO MATCH EXIST. SEE DETAIL 4/A-q.1 ® NEW 6005E NECK LIGHT FIXTURE TO MATCH EXI5TIN6 BUILDING. ® NEW TRUELITE ALUMINUM ANODIZED STOREFRONT, RE: 5HT. A-6.0 10 PLANTERS (TYP) RE: 5P-1.0 II 1 1/2" STUCCO JOINTS, FRY RE6LET CHANNEL 5CREED # P50-15-50 I2 NEW 6' METAL CANOPY OVERHANG 13 DRIVE THRU WINDOW, RE, FLOOR PLAN NOTE: SEE SHEET A-4.00 FOR BUILDING COLORS ie g Tec :` f a. xciates, Inc, AA26001'933 lecture • Planning Interior Design 1412.E N.W. $0th Ave, Suite 303 Miami'. Lakes, Fi. 33016 T. 786-235-9097 F. 305-362--4420 dtiinfo a@3dtiardiitect.com wwwAtiarchitecLcorn 0C 2, 013 C 1 o, R.A. 13079 Revisions: Date Description t \ ADDENDUM I FOR G.C. O o M N A O �o ww W UQ F-F o � a W w A Z A ►� w U 0,�/ W z M A � a o �4 a >0 w 0 � � o o Job Number: 12049.01 File name: Issued Date: 09.25.13 Drawn by: MCab Checked by: C.P./C.C. SHEET NAME I ELEVATIONS SHEET NUMBER L-- A-4.0 DOOR SCHEDULE MARK LOCATION SIZE W x H x THICKNESS TYPE MATERIAL FRAME/DOOR HARDWARE SET FINISH REMARKS 01 BUILDING (2) 3'-0"x &'-O"x 1i" A ALUMINUM I ANODIZED CLEAR ELITE 350 OUTSWING DOOR(S) WITH TRANSOMt NOA 12-0111.05 02 BUILDING 3'-0"x 8'-0"x 1i" B ALUMINUM 2 CLEAR ANODIZED TRULITE 350 OUTSWING DOOR(S) WITH TRANSOMi NOA 12-0111.05 03 BUILDING 4'-0"x 8'-0"x 1i" C ALUMINUM 2 CLEAR ANODIZED TRULITE 350 OUTSWING DOOR(S) WITH TRANSOMi NOA 12-0111.05 04 BATHROOM 3'-0"x 1'-0"x 1i" D MTLJ WOOD 2 PAINT DOOR TYPES EGRESS NOTES 1. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN V- , 31-011 c!� ctj 4, I -Oil c>j a THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE EASILY ENGAGED SHALL BE PROHIBITED. 2. ALL HARDWARE TO BE ADA COMPLIANT 3. SUBMIT SHOP DRAWINGS FOR REVIEW. 4. ALL DOORS IN THE MEANS OF EGRESS SHALL BE SINGLE ACTION RELEASE AND SHALL NOT REQUIRE THE USE OF A KEY, TOOL OR SPECIAL KNOWLEDGE TO OPEN FROM THE EGRESS SIDE. TYPE A TYPE B TYPE C TYPE D HARDWARE SETS HARDWARE SET 1 HARDWARE SET 2 TO BE PROVIDED BY MANUFACTURER TO BE PROVIDED BY MANUFACTURER I SARGENT 84W CONCEALED ROD 2 SAW_+_NT 84W CONCEALED ROD EXIT/PANIC DEVICE W/ NIGHT 2 DOOR PULLS LATCH CYLINDER & HINGES 1 DOOR PULL I SET WEATHER STRIPPING 3 HINGES 2 DOOR BOTTOM SWEEP 1 SET WEATHER STRIPPING 1 ADA COMPLIANT THRESHOLD 1 DOOR BOTTOM SWEEP 2 DOOR CLOSERS 1 ADA COMPLIANT THRESHOLD I DOOR CLOSER U D.C. SS SEALANT D.C.13W SEALANT D.C. 995 SEALANT D.C. 995 SEALANT P.T. BUCK" MACTH TO FINISH MAGTH TO FINISH P.T. BUCK" MATCH TO FINISH MATCH TO FINISH GLAZING ALUM.TAPE V2104 V2104 V2104 V2104DOOR TAPE TAPE I TAPE Ll 11 11 'T a 1 4" T ry ALUM. ALUM, 02 MINC7IN FRAME DOOR OPENING FRAME �" STUCCO VAR. Max SECTION D DOOR OPENING SECTION E STUCCO V,q(Z, 25 DOOR JAMB DETAIL MEETING STILES DETAIL MAX (DSINGLE DOOR QDOUBLE DOOR INTERIOR P.T. BUCK < SHIM" SMOOTH STUCCO 3104A (OPTIONAL)•.FILLED e 4101 CELL a . e • DL. qG MY001111 0100 -1 0 m = T .. z „ 6" INS. OW CORNING 1w ALUMINUM PLATE SHOP `� �STUCCO :;I- VAR 2". GLASS Ll SDI (CONE WtH BACKER RE: Ui GRAY DRAWINGS3'"'�'�95 SILICONE ROD, COLOR TO MATCH am V2100 EXTERIOR STOREFRONT ALUM STOREFRONT SILL = VW4TAN ' ANCHORED TO ALUMINUM ; I777777,, INTERIOR P.T. BUCK t SHIM �" PLATE PER NOA II-111102 3104A 3104A 5 (O-- ) (OPTIONAL) EXTERIOR - SECTION B 101 102 m DOOR HEAD DETAIL 0 O ALUM STOREFRONT SILL U = ANCHORED TO ALUMINUM � _I �r _1 PLATE PER NOA 11-1111.02 11 2 0 0 DOW CORNING 195 >> INTERMEDIATE HORIZONTAL ALUMINUM -31 �� v Ib INS. 15/I(o" INS. LAM. GLASS SILICONE WITH BACKER PLATE SHOP DRAWINGS _ '006 `21O"AN — sm LAM GLASS °�/ ROD, COLOR TO MATCH D.C. SW GRAY D C. '3% GRAY STOREFRONT 4" DEEP x 12" d " k I ICO SILICONE or 8" WIDE z V2100 V2100 CCO STUVAR. CONC. SILL , p0 `^ Win EXTERIOR INTERMEDIATE VERTICAL MULLION •° n . , -� . a . �° ° Ck ry • TYPICAL JAMB y FILLED 8.. INTERIOR — .m im° `i� TRULITE STOREFRONT, CLEAR ANODIZED ALUMINUM FINISH CELL as NOAO 11411D2 11 • ° A : SECTION C SMOOTH STUCCO BOTTOM RAIL DETAIL E Tee 'l an Associates, Inc, AA260019:33 Architecture • Planning • interior Design, 1412.5 N.W. 80th Ave. Suite 303 Miami Lakes, FL 33016 T. 786-235-9097 F. 305-362-4420 dtiinfaa@dtiarchite t.Gom www.dti arch itect. com 4 2013 Carlos Pizarro, R.A. AR - 0013079 Revisions: Date Description / I \ 09-21-13 O .i M o N A `F' O �o a U E- �w F. U� O a 0 F W W P4 A z F--I z w U P M A a o � 0 H a z Old 00 O U 1x a w 0 O a 1�1 0 w N x CA N Job Number: 12049.01 File name: Issued Date: 09.25.13 Drawn by: MCab Checked by: C.P./C.C. SHEET NAME DOORS &WINDOWS FINISH SCHEDULE SHEET NUMBER A-8*0 (�)HORIZONTAL STOREFRONT OVERTICAL STOREFRONT ODOOR & TRANSOM i G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 RC-25 PLACE CONCRETE PER ACI 304. USE INTERNAL 5-10 DO NOT WELD TO EMBEDS UNTIL CONCRETE HAS INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED SPECIFICATIONS. ALL CONCRETE TYPE I PORTLAND MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT CURED AT LEAST -12 HOURS. USE APPROPRIATE TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON CEMENT. (ASTM C 150) 3000 psi. TYP COMPRESSIVE MAXIMUM FREE FALL DROP OF CONCRETE TO 6'-0" WELDING PROCESSES TO LIMIT HEAT BUILDUP IN SPECIALITY ENGINEERING REQUIREMENTS: THE PROJECT EXCEPT WHERE A SEPARATE DETAIL IS STRENGTH AT 28 DAYS (U.ON.). 4000 psi. AT COLUMNS FOR 051 AGGREGATE AND V-0" FOR 08 AGGREGATE. EMBED TO AVOID PLATE EXPANSION AND CRACKING SHOWN. AND BEAMS ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID OF CONCRETE. SE-1 AWNINGS SHALL BE DESIGNED BY THE FABRICATORS G-1 IF SPECIFIC INFORMATION IS MISSING OR IF THERE ARE SLUMP: SEGREGATION OF CONCRETE DURING PLACEMENT. 5-11 WELDED CONNECTIONS SHALL DEVELOP THE FULL SPECIALITY ENGINEER AND SHALL INCLUDE FRAME, ANY DISCREPANCIES BETWEEN THE STRUCTURAL FOOTINGS 4" +/- P SHEAR AND/OR MOMENT CAPACITY OF THE MEMBERS COVERING, AND CONNECTIONS. SHOP DRAWINGS SHALL DRAWINGS, ARCHITECTURAL DRAWINGS, STRUCTURAL COLUMNS 4" P RC-26 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE . CONNECTED. AS PER AISC BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND DETAILS, STRUCTURAL NOTES, THE PROJECT SLABS 4" +/- P SHALL CONFORM TO ACI 316, SECTION 63. SEALED BY A STRUCTURAL ENGINEER REGISTERED IN SPECIFICATIONS, OR APPLICABLE CODES THE TIE BMS 4 TIE COL'S 4" +/- 1" THE SAME STATE AS THE PROJECT LOCATION. DESIGN CONTRACTOR SHALL USE A SIMILAR DETAIL AND/OR WATER: POTABLE RC-2-7 SLA55 AND GRADE BEAMS SHALL NOT HAVE JOINTS 5-12 ALL BOLTED STEEL CONNECTIONS ARE TO BE LOADING(S) SHALL CONFORM TO ALL REQUIREMENTS THE MORE COSTLY ITEM OF CONFLICT. THE CONFLICTS CHLORIDE- NONE IN A HORIZONTAL PLANE. ALL REINFORCEMENT SHALL STANDARD AISC BOLTED CONNECTIONS AS PER THE OF THE BUILDING CODE (SEE GENERAL NOTES FOR SHALL BE BROUGHT TO THE ATTENTION OF THE BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS. AISC MANUAL AND SHALL BE CAPABLE OF APPLICABLE BUILDING CODE). ARCHITECT. RC-3 PROVIDE NORMAL WEIGHT AGGREGATES IN SUPPORTING MAXIMUM ALLOWABLE UNIFORM BEAM G-8 PHOTOGRAPHIC REPRODUCTIONS OF THE STRUCTURAL COMPLIANCE WITH THE REQUIREMENTS OF ASTM C33, RC-26 PROVIDE (2) 45 BARS WITH 2'-0" PROJECTION ON ALL LOADS, AS DETERMINED FROM THE TABLES OF FIELD VERIFY CONIDITIONS DRAWINGS FOR SHOP DRAWINGS SHALL NOT BE SIDES OF ALL OPENINGS OR RE-ENTRANT CORNERS IN UNIFOOM LOAD CONSTANTS OF THE AISG MANUAL. ALL PERMITTED. RC-4 FLYASH WHEN USED, SHALL BE LIMITED TO 20'ro OF THE CONCRETE BOLTS SHALL BE STRENGTH ASTM A325. G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH CEMENTITiOUS MATERIAL. MASONRY FV-1 CONTRACTOR SHALL VERIFY CONDITIONS AND DIMENSIONS RELATIVE TO THE SAME. WHERE THERE THE CONTRACT DOCUMENTS AND FOR COMPLETENESS ALL PUMPED CONCRETE WITH 05-1 AGGREGATE IS TO GOLD FORMED STEEL (METAL STUDS) ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. RC-5 CONTAIN A HIGH RANGE WATER REDUCING AGENT. M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI AND DATA PRESENTED IN THE DRAWINGS SUCH STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING MiNiMUM SiZE OF DISCHARGE TO BE 4" I.D. "BUILDING CODE REQUIREMENTS FOR MASONRY MS-1 ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S SHOP DRAWINGS TO ARCHITECT FOR REVIEW. STRUCTURES" (ACi/ASCE 530) AND "SPECIFICATIONS BE OF THE TYPE, SIZE, GAUGE AND SPACING AS ATTENTION AND THE NECESSARY ADJUSTMENTS SHALL NONCOMPLIANCE WITH THIS REQUIREMENT WILL RESULT A 2" I.D. DISCHARGE MAY BE USED WITH 08 FOR MASONRY STRUCTURES" (AGI/ASCE 530,1) EXCEPT SHOWN ON THE DRAWINGS OR TABLES. BE MADE PER THEIR INSTRUCTIONS. IN REJECTION OF SUBMITTAL. RC_6 AGGREGATE. USE PLASTICIZER ADMIXTURE IF AS AMENDED BELOW. NECESSARY TO INCREASE SLUMPS BEYOND THAT M-2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY MS-2 ALL STRUCTURAL MEMBERS AND CONNECTIONS SHALL FV-2 GENERAL CONTRACTOR SHALL REVIEW AND APPROVE G-11 GENERAL CONTRACTOR SHALL COORDINATE THE NOTED ABOVE. CODE AND SPECIFICATIONS FOR REFERENCE AT THE BE DESIGNED IN ACCORDANCE WITH THE AMERICAN SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE STRUCTURAL DRAWINGS WITH ALL OTHER DISCIPLINES. RG-� CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" JOBSITE. IRON AND STEEL INSTITUTE SPECIFICATIONS FOR THE ENGINEER, OTHERWISE THEY WILL BE REJECTED. WHERE THERE ARE CONFLICTS IN INFORMATION UNLESS NOTED OTHERWISE. M-3 USE TYPE "S" MORTAR WITH MINIMUM COMPRESSIVE DESIGN OF COLD FORMED STRUCTURAL STEEL PRESENTED IN THE DRAWINGS OR iF THE DRAWINGS ARE UNCLEAR OR INSUFFICIENT IN ANY MANNER THAT RC-6 ALL REINFORCING STEEL SHALL BE DETAILED, STRENGTH OF 1800psi. IN ACCORDANCE WITH ASTM MEMBERS, LATEST EDITION. MS-3 ALL FRAMING MEMBERS SHALL BE FORMED FROM FV-3 IF THERE ARE ANY DISCREPANCIES THE STRICTER MAY INHIBIT THE CONTRACTORS UNDERSTANDING OF FABRICATED AND INSTALLED IN ACCORDANCE WITH C210 CORROSION RESISTANT STEEL, CORRESPONDING TO SHALL GOVERN. THE PROJECT, SUCH CONFLICTS SHALL BE BROUGHT ACI 318-95 AND ACI DETAILING MANUAL, ACI 315 1988 M_4 MASONRY UNITS SHALL CONFORM TO ASTM C90, THE REQUIREMENTS OF ASTM A-446 WITH A MINIMUM TO THE ARGHITEGT/ENGINEER'S ATTENTION PRIOR TO EDITION. GRADE N WITH A MINIMUM COMPRESSIVE STRENGTH OF YIELD STRENGTH OF 40 ksi FOR SJ AND CJ STYLE SHORING BIDDING AND THE NECESSARY ADJUSTMENTS SHALL RC-9 REINFORCING STEEL SHALL BE NEW DEFORMED BARS 1900psr ON NET SECTION TO PROVIDE NET AREA STUDS AND 33 ksi FOR CR RUNNERS. (U.S�s. OR BE MADE PER THEIR INSTRUCTIONS. THAT ARE FREE FROM RUST, SCALE AND OiL AND COMPRESSIVE STRENGTH OF MASONRY (F'm) OF EQUIVALENT). CONTRACTOR SHALL RETAIN SPECIALTY ENGINEER TO CONFORM TO ASTM A615, GRADE 60, WITH MINIMUM 1500ps1., LAID iN RUNNING BOND. MS-4 FASTENING OF COMPONENTS SHALL BE WITH SELF DESIGN ROOF SHORING THRU OUT THE ENTIRE G-12 ONLY WRITTEN CHANGES APPROVED BY THE YIELD STRENGTH = 60,000psi. WHERE WELDING DRILLING SCREWS OF SUFFICIENT, NUMBER AND BUILDING AS NEEDED. MUST SUBMIT SHORING PLAN ARCHITECT AND ENGINEER SHALL BE PERMITTED. REQUIRED ASTM A-106, GRADE 60 M_5 REINFORCING STEEL SHALL BE NEW DEFORMED BARS SPACING TO DEVELOP THE FULL DESIGN CAPACITY FOR APPROVAL. RG-10 ALL SLABS ON GRADE SHALL BE REINFORCED WITH THAT ARE FREE FROM RUST, SCALE AND OIL AND OF THE CONNECTED MEMBERS IN ACCORDANCE WITH WELDED WIRE FABRIC AS SHOWN IN THE DRAWINGS. CONFORM TO ASTM A615, GRADE 60. WITH MINIMUN THE MANUFACTURER'S RECOMMENDATIONS. WiRE TYING SHALLOW FOUNDATIONS YIELD STRENGTH=60,000 psi. WHERE WELDING OF COMPONENTS SHALL NOT BE PERMITTED. RC -II WELDED WIRE FABRIC SHALL CONFORM TO ASTM REQUIRED ASTM A106, GRADE 60, PROVIDE THE SF-1 FOLLOW RECOMMENDATION WITH STRICT ACCORDANCE A_155. FOLLOWING LAP SPLICES FOR REINFORCING. MS-5 PROVIDE HORIZONTAL STRAP BRIDGING 1j"40 GAUGE AS OUTLINED IN THE GEOTECHNiCAL REPORT FROM RC-12 LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. BAR SIZE: SPLICE SiZE. AT 45" O.C., SUPPLEMENTED BY SOLID BRIDGING AT ARDAMAN 4 ASSOCIATES PROJECT No. TOP STEEL AT MID SPAN UNLESS OTHERWISE 04 2411 8 -0" O.C. MINIMUM AND AS RECOMMENDED BY THE DATED SPECIFIED. MIN. LENGTH OF LAPPED SPLICES SHALL S 30" MANUFACTURER SF-2 SOIL TO BE STRIPPED, COMPACTED AND TESTED IN O BAT TWO ADJACENT BARS ARE SPL FOLLOWSAS STAGGER SPLICES SE Oro 36" " MS-6 SUBMIT PRE-ENGINEERED METAL STUD TRUSSES ACCORDANCE WITH THE RECOMMENDATIONS OF THE SAME LOCATION UNLESS SHOWN OTHERWISE. WELDED M-6 CMU CELLS INDICATED IN PLAN OR NOTES AS FILLED DRAWINGS 4 CALCULATIONS SIGNED AND SEALED BY SOILS ENGINEER AND PROJECT SPECIFICATIONS. WIRE FABRIC SHALL BE LAPPED ONE FULL MESH AT CELLS SHALL BE GROUTED SOLID WITH 3000 psi AN ENGINEERED REGISTERED IN THE STATE OF THE SIDES AND ONE FULL MESH PLUS 2" AT THE ENDS. CONCRETE GROUT (8" TO 10" SLUMP). FLORIDA. SF-3 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE MAKE ALL BARS CONTINUOUS AROUND CORNERS OF M5-1 PRE-ENGINEERED METAL TRUSSES TOP AND BOTTOM COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PROVIDE CORNER BARS OF EQUAL SiZE AND M-1 PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN CHORDS SHALL BE 16 GAUGE MIN. PLANS. MAXIMUM MISPLACEMENT OR SPACING. BAR SIZE: SPLICE SIZE: ADDITION, PROVIDE FILLED CELLS W/CU "5 VERTICAL ECCENTRICITY-2". TOLERANCE FOR MiSLOCATION OF 03 1611 AT 4'-0" O.G. AT INTERIOR WALL. COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI 104 22" OR AiSC STANDARDS. 05 2-111 M_8 A MINIMUM OF (3) FILLED CELLS SHALL BE LOCATED SF-4 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE *6 35" AT CONCENTRATED LOADS ON TYPICAL WALLS. PERMITTED. RC-13 TERMINATE ALL DISCONTINUOUS TOP BARS WITH M-9 PROVIDE (3) FILLED CELLS AT ALL CORNERS AND SF-5 WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN STANDARD 90 DEGREE HOOK (PLACED VERTICALLY) ENDS OF WALLS. CONTINUOUS FOOTINGS. PROVIDE A MINIMUM UNLESS NOTED OTHERWISE. CONTINUOUS 2" x 4" KEY WAY ACROSS JOINT FOR M-10 EXPANSION BOLTS SHALL BE "HILT[ KWIK BOLT f P OR EACH 12" OF DEPTH. RC-14 PROVIDE THE FOLLOWING CONCRETE COVERAGE'S APPROVED EQUAL. MINIMUM EMBED SHALL BE 5" OVER REINFORCING, FOR 3/4,,DIA., 3Y"" FORYz" DiA. AND 2Y" FOR 3/s" DIA. SF-6 CONTRACTOR TO NOTIFY ARCHITECT IF SOIL B.O. FOOTINGS 4 UNFORMED EDGES- 3" CLR CONDITIONS ARE UNCOVERED THAT PREVENT THE BEAMS 4COLUMN(TIES)- 1 1/2" CLR M-11 CHEMICAL ANCHORS SHALL BE "HILT[ C-100" OR REQUIRED SOIL SEARING PRESSURE FROM BEING SLABS (TOP 4 BOT.-STEEL) APPROVED EQUAL. MINIMUM EMBEDMENT SHALL BE 5 OBTAINED. SF-1 COORDINATE PLUMBING LINES WITH FOOTING GONG. WALLS- AS NOTED (1 1/2" CLR MIN.) 3 un n u n 3 n FOR /d DIA., 4Y4 FORYz DIA., 3Y FOR /a DIA. LOCATIONS FOR INTERFACE. INDIVIDUAL FOOTINGS INTERIOR- 3/4" CLR SHOULD BE LOWERED WITH THE PRIOR APPROVAL OF EXTERIOR- 1 1/2" CLR M-12 THREADED ANCHORS SHALL BE ASTM A36 OR A30rt THE STRUCTURAL ENGINEER. CONTINUOUS WALL RC-15 SHOP DRAWINGS FOR PLACEMENT SHALL BE QUALITY. ALL CMU CELLS TO RECEIVE ANCHORS FOOTINGS SHOULD BE STEPPED AS DETAILED ON SUBMITTED FOR REVIEW PRIOR TO REBAR SHALL BE GROUTED SOILD. NOTIFY ENGINEER PRIOR DRAWINGS, FABRICATION. TO SU561TUTION OF ANY BOLTS INDICATED IN THE SF-8 EXCAVATING UNDER OR NEAR IN -PLACE RC-16 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND DRAWINGS. FOOTINGS/FOUNDATIONS WHICH DISTURBS THE SLABS INDIVIDUALLY CORE DRILLING WILL NOT BE STRUCTURAL STEEL COMPACTED SOIL BENEATH THE PERMITTED.. SUBMIT LOCATION AND SIZE OF SLEEVES FOOTiNGS/FOUNDATIONS WILL NOT BE PERMITTED. THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO S-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL CASTiNG CONCRETE. SHALL CONFORM TO THE AISC "MANUAL OF SF-9 REINFORCING SHALL BE SUPPORTED ON PRECAST STRUCTURAL CONSTRUCTION" NINTH EDITION AND THE CONCRETE PADS, DOWELS FOR COLUMNS AND FILLED RC-1-1 NO REINFORCING BARS SHALL BE CUT TO AISC "SPECIFICATION FOR STRUCTURAL STEEL CELLS SHALL BE SECURED IN PLACE PRIOR TO ACCOMMODATE THE INSTALLATION OF ANCHORS, BUILDINGS," 1989 EDITION. _ POURING CONCRETE. USE TEMPLATES FOR SETTING EMBEDS OR OTHER ITEMS. COLUMN DOWELS AND ANCHOR BOLTS. S-2 STEEL DESIGNATIONS: RC -IS USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS WIDE FLANGES - ASTM A992 Fy=50k.s.i SF-10 THE OWNER SHALL PROVIDE THE CONTRACTOR A AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP ALL OTHER HOT -ROLLED SHAPES AND PLATES COPY OF THE GEOTECHNIGAL REPORT FOR THE SITE DRAWINGS FOR PLACEMENT OF REINFORCING. - ASTM A36 N=36ks.i PRIOR TO CONSTRUCTION, NO CONSTRUCTION MAY PiPE COLUMNS - ASTM A53, GRADE B N=35k9.i BEGIN UNTIL A SOILS REPORT FOR THE SITE IS RC-19 AT CHANGES IN DIRECTION OF CONCRETE WALLS, STRUCTURAL TUBING - ASTM A500, GRADE B OBTAINED FROM THE OWNER OR A NEW BEAMS 4 STRIP FOOTINGS, PROVIDE CORNER BARS Fy=46ks.i STRUCTURAL NOTES GEOTECHNICAL REPORT IS PERFORMED FOR THE SITE. A COPY OF THE ORIGINAL GEOTECHNiCAL REPORT OF SAME SIZE AND QUANTITY (U.ON.) AS HORIZONTAL STEEL. REFER TO TYPICAL DETAIL. 5-3 ALL HIGH -STRENGTH BOLTS SHALL MEET THE SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER REQUIREMENTS OF THE "SPECIFICATION FOR GENERAL NOTES FOR REVIEW PRIOR TO CONSTRUCTION. RC-20 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN STRUCTURAL JOINTS USING ASTM A325 OR A490 G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO SF-11 STEPS IN WALL FOOTING SHALL NOT EXCEED A SLOPE PLACE PRIOR TO CONCRETE PLACEMENT. BOLTS." 5-4 UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE 3/4" FABRICATION AND START OF CONSTRUCTION. REPORT OF (1) VERTICAL TO (2) HORIZONTAL. RC-21 WEDGE BOLTS SHALL BE ITW RAMSET/REDHEAD DIAMETER A-325 AND SHALL BE BEARING TYPE ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL BOLTS OR APPROVED EQUIVALENT INSTALLED IN CONNECTIONS. IF A CERTAIN SITUATION IS NOT ENGINEER PRIOR TO PROCEEDING WITH WORK. SF-12 CAUTION SHALL BE USED WHEN OPERATING ACCORDANCE WITH MANUFACTURER'S DETAILED USE A SIMIALAR DETAIL CONNECTIONS G-2 THE MASONRY WALLS ARE NOT DESIGNED TO VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING STRUCTURES TO AVOID THE RISK OF DAMAGING THE RECOMMENDATIONS. %" DIAMETER WEDGE BOLTS SHALL GENERALLY FOLLOW THE TYPES SHOWN IN AISC MANUAL OF STEEL CONSTRUCTION. WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT iS EXISTING STRUCTURE. SHALL BE OF LENGTH REQUIRED TO PROVIDE 3Y4" MIN. THE CONTRACTORS RESPONSIBILITY AT ALL TIMES TO SF-I3 ALL BAGKFILL COMPACTION WORK ADJACENT TO EMBEDMENT, 2.0 KIPS TENSION AND 4.1 KIPS SHEAR WORKING LOADS IN 3000psi CONCRETE (U.ON.) DO S-5 USE MIN. 3/4" A-325F BOLTS WITH GLASS A CONTACT MAINTAIN WALL STABILITY DURING THE CONSTRUCTION RETAINING WALLS, FOUNDATION WALLS ETC. SHALL USE NOT GUT EXISTING REINFORCING TO INSTALL. SURFACE FOR SLIP CRITICAL CONNECTIONS AS PHASE OF THIS PROJECT. LIGHT DUTY HAND OPERATED TAMPERS WITHIN V-0" RC-22 DOWEL BAR SPLICERS SHALL BE A COMPLETE DESIGNATED ON PLANS BY A-325 S.G. G-3 IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING FACILITIES, STRUCTURES AND UTILITY LINES DISTANCE FROM THE WALL. ASSEMBLY, INCLUDING COUPLER, FROM ATTACHMENT S_ro ALL BOLTS CAST IN CONCRETE SHALL CONFORM TO FROM ALL DAMAGE DURING CONSTRUCTION. SF-14 AT EXTERIOR CMU FOUNDATION WALLS, WHEN THE (WHEN REQUIRED) AND THREADED BAR CAPABLE OF DEVELOPING THE BAR BEING SPLICED IN ASTM A-36 OR A-301. G-4 NO STRUCTURAL MEMBER SHALL BE GUT, NOTCHED OR HEIGHT BETWEEN TOP OF SLAB AND FINISH GRADE iS GREATER THAN 3'-0" FOR A LENGTH OF 6'-0" OR ACCORDANCE WITH ACI 318 SECTION 12.143. S-1 ALL SHOP AND FIELD WELDING SHALL BE DONE BY OTHERWISE REDUCED IN SiZE OR STRENGTH WITHOUT MORE, CONTRACTOR SHALL PROVIDE TEMPORARY RC-23 HEADED STUD ANCHORS SHALL BE ASTM A 108, CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AWS DLI "STRUCTURAL WELDING CODE," LATEST PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL BRACING OF WALL UNTIL 14 DAYS MINIMUM AFTER GRADE S, 1010 THROUGH 1020 AS MANUFACTURED BY EDITION. ENGINEER G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS SLAB [S INSTALLED. NELSON STUD OR APPROVED EQUIVALENT. STUD S-8 ALL WELDS ARE TO CONFORM TO AISC STANDARDS THAT ARE PART OF THE CONTRACT DOCUMENTS FOR REINFORCED CONCRETE WELDING SHALL CONFORM TO AWS DI.1 "STRUCTURAL AND LOAD TABLES. USE E10XX ELECTRODES FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH WELDING CODE." ALL WELDING UNLESS NOTED OTHERWISE GRIND AFFECT THE STRUCTURAL DRAWINGS, RC-1 ALL CONCRETE DESIGN PLACEMENT SHALL BE IN RC-24 ADHESIVE ANCHORS SHALL BE ITW RAMSET/REDHEAD SMOOTH ALL EXPOSED WELDS. STRICT ACCORDANCE WITH THE ACI "BUILDING CODE EPCON CERAMIC 6 EPDXY ANCHORING SYSTEM OR S-9 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REQUIREMENTS FOR STRUCTURAL CONCRETE," ACi APPROVED EQUIVALENT INSTALLED IN ACCORDANCE REVIEW PRIOR TO FABRICATION. CLEARLY SHOW ALL 318-05. WITH MANUFACTURER'S RECOMMENDATIONS. A SCREEN PIECE MARKS, CONNECTIONS AND ERECTION TUBE MUST BE UTILIZED FOR INSTALLATION IN HOLLOW DRAWINGS. ANY SPLICES NOT SHOWN ON CONTRACT %`` BLOCK AND BRICK MASONRY. DO NOT CUT EXISTING DRAWINGS ARE TO BE CLEARLY NOTED FOR .� • REINFORCING TO INSTALL. APPROVAL. Q';.' • `,1 C ENS .• < .. . 7 DEFINITIONS OF ABBREVIATIONS JST. JOIST OHGD OVERHEAD GARAGE DOOR 6%. STEEL Z T A.B. ANCHOR BOLT GONG. CONCRETE FG FINISHED GRADE JT. JOINT OPG. OPENING STRUCT. STRUCTURAL p ABV. ABOVE CONN. CONNECTION f'm MASONRY COMPRESSIVE STRENGTH L ANGLE OSB ORIENTED STRAND BOARD SUBST. SUBSTITUTE •• `�� ACI AMERICAN CONCRETE INSTITUTE CONT. CONTINUOUS FND. FOUNDATION MAX. MAXIMUM P.D.F. POWER DRIVEN FASTENERS SYP SOUTHERN YELLOW PINE �'�., A� ARCH. ARCHED OR ARCHITECT CVR. COVER FRM FRAMING M/C MOISTURE CONTENT P.E.M.T. PRE-ENGINEERED METAL TRUSSES T.45. TOP AND BOTTOM ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS DIA. DIAMETER FTG. FOOTING M.G.J. MASONRY CONTROL JOINT P.E.W.T. PRE-ENGINEERED WOOD TRUSSES T.O. TOP OF BLW. BELOW DTL. DETAIL GA GAUGE MFR. MANUFACTURER PL PLATE TOF TOP OF FOOTING BM BEAM DWG. DRAWING G.C. GENERAL CONTRACTOR MIN. MINIMUM PSF POUNDS PER SQUARE FOOT TOS TOP OF SLAB A. JACK MESSULAM, P.E. B_O. BOTTOM OF EA. EACH N.C.A. HEADED CONCRETE ANCHOR MISC. MISCELLANEOUS PSI POUNDS PER SQUARE INCH TS TUBE STEEL 5121 ORDUNA DRIVE BOT. BOTTOM E.J. EXPANSION JOINT HORiZ. HORIZONTAL MPH MILES PER HOUR P.T. PRESSURE TREATED TYP. TYPICAL CORAL GABLES, FL. 33146 BRG. BEARING EL. ELEVATION H.S. HEADED STUD MTL METAL QTY. QUANTITY U.O.N. UNLESS OTHERWISE NOTED FL. C.J. CONTROL JOINT EMBED EMBEDMENT IN iNCH(ES) NO. NUMBER REINF. REINFORCEMENT VERT. VERTICAL PHONE: SABLES, 32 CLR CLEAR EXP. EXPOSURE OR EXPANSION INT. INTERIOR NSAFS. NEAR SIDE AND FAR SIDE REQ'D REQUIRED W/ WITH CONTACT: CARLOS CAFVOSO CMU CONCRETE MASONRY UNIT FF FINISHED FLOOR J.B. JOIST BEARING N.T.S. NOT TO SCALE RMD ROOF METAL DECK W/C WATER CEMENT COL. COLUMN FFE. FINISHED FLOOR ELEVATION J.G. JOIST GIRDER O.G. ON CENTER SPF SPRUCE PINE FIR WWF WELDED WIRE FABRIC e 1 9 Tee . z 4 n, Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14126 N.W. 80th Ave. Suite 303 Miami Lakes, Ff. 33016 T.786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com I I Carlos Pizarro, R.A. I AR - 0013079 Revisions: Date I Description h-� A z w U a M A H a o � �z a .. H U �O/ A W O a W o U W M � � H x a a N Job Number: 12049.01 File name: Issued Date: 09.25.:13 Drawn by: MCab Checked by: C.P./C.C. I I SHEET NAME STRUCTURAL NOTES. SHEET NUMBED. S-0 i 1 _ -_.-_- t q 'l1! 11 NII! 1, 117'fl 411 'V .. IJ LL I' 60,000 PSI MAie''IC SIZE REMARKS LW ���� S F4 4'-ID X 4'-ID X 12" 5+5 5.5 F5 5'-ID X 5'-ID X 12" 6+5 6+5 F6 6'-ID X 6'-ID X 18" 1+ 6 l+ 6 FS 8'-ID X S'-ID X 24" 9+"f 9+l • TOP < 130� MI6 16X12 2+5 UJF24 Z4 X 12 3+ 5 +4e15 UlF3ID 3ID X 1Z 3+ 5 +4eY1 PROVIDE 2+5 X 5' CORNER BARS 3ID" EACH SIDE TYP TE 8 X 8 1+ 5 y TE)c 2 3 4 5 I r✓ �A r _SO �� Associates, Inc. AA26D01933 Architecture a Planning • Interior Design I I I I I 14125 N.W. 80th Ave. Suite 303 Miami Lakes, Fl. 33016 Ti 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com iz I I I I I I I I S"3 I I I p I I I I I I p p -0 1_ ■ 1 q 1 p 1 p 1 p I q 1_ q I tl III- tl 1 tl III-IN 1 tl 1-}I_ ■ r— —� r -- � r -- � r -- � r -- � � — i r -- � / r— —� Carlos I�IZarfO� R.A. 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I I I I I a P4 pk U E"t I II I 0 o I I 3 I I I I I I 1 I I 13 1 1 W Q SOIL STATEMENT: I I I A Z -------- SOtL BEARING VALUES OF (1,500) PSF IN ACCORDANCE WITH NOVA ENGINEERING r I ' 1� -I O O r - -- - - O O r - - - O O r - - - - -1 O5 O r - - - �O O r - - - O O r - - - O \ 5 r1 • \ AND ENVIRONMENTAL 1 1 _ WP 24_ O I_ _ I O I__ -_-- I O I I O I I I YVF 24 I I 1 4 I ------ --------- ----------- REPORT + 10106-1013005 DATED: 01/09/2013 _ - .. — --_ -- .... -- - 7 -------------- 7-----------+----- --- + --_--- - O A aL -------- -- ---------- - ------------- --- -- ---------- -- --- ----------- -- -------- - ------ ,-, I I 1 I I MF 24 I I - ff 24 I I I I - -1 I-- - I I L_ --J _J_ _J L_ _.1 L_ _J AI_ q 1 N I 0 I tl 01_Cq 1 p 1 n t ■ q I I 8 I A U 8 I I I I I 1 19 1.4 3 I 0 I 2 S-3 3 S-3 4 A3.1 5 S-4.0 t� 0 � a w ►-1 0 WN Z � 0 � o FOUNDATION PLAN • • U SCALE: 1/8' = I'-0° rVI 0 I4 I- TOP OF FOOTINGS 2'-0" BELOW FIN FL ELEVATION UNLESS NOTED OTHERWISE. 0 a W 2- 8" ABW F'M= 15M PSI MORTAR TYPE M g N V1 N GROUT 30M PSI (10" SLUMP) p.,l HORIZONTAL REIN +5 GA TRUSS TYPE a 16" C/C VERTICAL BEING % e32 3- COMPLY WITH SOIL PREPARATION IN STRICT ACCODANCE WITI4 ARDAMAN t ASSOC. SOIL REPORT 4- 5" CONCRETE SLAB (3000 PSI) WITH 6X-2.DC2.1 WILE OVER VAPOR BARRIER OVER 55% MIN COMPACTED FILL (BY ARDAMAN AND ASSOC. SOIL REPORT 5- 0 CONSTRUCTION JOINT. PG K MF �''% .< * : No, ' SHEET NAME 0 ,� = sio• • • • G��'�`•��` FOUNDATION aMill% E PLAN 0 A. JACK MESSULAM, P.E. H CONSULTING ENGINEER SHEET NUMBER 5121 ORDUNA DRIVE CORAL GABLES, FLORIDA, 33146 S-100 PHONE: (305) 665-5032 PE + 1232fo ����p,4��0� �JCi-������ F'c- 3@0m PSI N. COLUMN SCI-��DtJL� F'c= 3000 PSI Fy- 60,000 PSI R£I1�ORGINCs TOP PL MARK SIRE BOT FL REMARKS PERT +3 TILES O 6 X 6 X 1/4TS 4 X 14 X 1 C4) 3/IDHS 4 X 14 X I C4) 3/OHS � K81 2O 8 X 24 Bob e 8 rHRu coNc COL O S X 24 Sol e 8 THRU LONG COL O 8 X 24 S+ 6 e 8 rHRU CONC COL O S X 16 4+ 6 e 8 THRU CONC COL O 6 X 4 X I/4 tS X 14 1/2 C2) 1/2ID X SHS 4 X 14 X I/2 C4) 1/ZIDXI2HS � �) O 8 X 24 3+ 6 � MAS COL PROVIDE 2+5 X 5' CORNER BARS HS= HEADED STUDS AB= ANCHOR BOLTS A 3ID'I 6 "HOB K E3�/4M SCHEDULE 1='c= 3000 PSI 1=y- 60,000 PSI MARK SIZE £LEY TOP i�EINFORCINCx +3 StIRRI,IPB E'4 END REMARKS BOt IDDL TOP RBI 8 X 32 + 12-5 2+ S• 2+ 5 1+ 8• a 12 THRU •CONY CONC BM MBI 8 X 16 + 14-0 2+ 5 2+ 5 +6 a 32 2 KO BLOCKS MB2 8 X 16 2+ 5 2+ 8 �6 a 32 1 KO BLOCKS 8 X 24 +IS-82+5 2+5 2+5 +6s32 3 KO BLOCKS=M113 8 X 24 + I2-0 1+ 2 2+ 6 2+ 6 +6 a 31 3 KO BLOCKS Job Number: 12049.01 File name: Issued Date: 05.09.13 Drawn by: MCab Checked by: CC ROOF CUM ATTACH C4) n ti 91 RTU FRAME SUPPORT 3/4"=1'-0" ATTAG4 RTU TO CURB ASSMY. W/ 126AAV LONG CLIP AT 24' 04. MAX. (2) PER SIDE MK WI (2) 012 TEK SCRB 6 TO RN AND (2) #12-14 IM SCREWS TO CM ROOFTOP MECHANICAL f UNIT ROOF COS ATTACH TO51MANWM0E SUP VM W/ 04I OM lit HII.T1 PINS SIZE 3 LOC. Of OPG. COMXI MECH. CONTRACTOR 2x12 P.T. P.T. ­,j,, Lbx 4x5/6 EXISTING 26 145 2 TYP. ROOF OPENING 3/4"=1'-0" LCO 0 MBI +24'-0" MB5 +I5'-8" MB4 +12'-0" O N r M52 +17'-4" MB4 +12'-O" e z=g Ted 2 3 4 a n q ■ Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI.33016 T. 786-235-9097 r2;- W 40'-ON F. 305 362-4420 dtlinfo@dtiarchitect.com www.dtiarchitect.com JST. BRG. ROOF PLAN ROOF LOADS JI = 24K5 a 5'-0" c/o. DL = 20 PSF GJ -1 = 36GIN 10K LL =30 PSF GJ-2 = 36G5N 10K GJ-3 = 36GBN 10K GJ-4 = 36G8N 10K V = 145 MPH (ULT) 1 = 1.00 EXP. = C I.P. = 10.15 q=(01PSF Im• I I J015T 5EARINC7 I EL. +17'-4" MBI +24'-0" M55 +IS'-S" RBI +12'-5" MBI +24'-0" M55 +I6'-5" MB4 +12'-0" u I EL. +17'_4" ROOF FRAMING PLAN SCALE: 1/5' = I'-0" TOP OF WALL ELEV. +24'-0" TYP. NOTES : I❑ ROOF SLOPE 1/4" PER FOOT. 02 L 3"X 3"X 1/4" VERTICAL 'X' BRACING TYPICAL L3 L 3"X 3"X 1/4" CONT. WITH 1/2" DIA. X 4" EXP. BOLTS II Carlos Pizarro, R.A. I I AR - 0013079 J Revisions: Date Description A LANDLORD WORK 10/IS/2o13 L'7 wtn A �-' w U 0 x 0 a m M 0 0 H N � a z 0 0 .. U A W 0 h+■1 0 U N M U AT 24" O.C. TYPICAL. Job Number: 12049.01 3 2 3 ® L 3"X 3"X 1/4" CONT. WELDED TO JOIST 4 BOLTED TO WIND LOADS ARE BASED ON A.S.C.E. 1-10. (ASD) PANEL WITH 1/2" DIA. X 4 EXP. 50LTS624" O.C. TYP. File name: DEAD LOAD = 20 P.S.F. ROOF ZONES N UPLIFT BRIDGING BOTTOM CHORD ONLY, Issued Date: 05.09.1.3 ® PARALLEL WELDED BRIDGING. LIVE LOAD = 30 P.S.F. EXHAUST FAN OR SKYLITE. SEE MECHANICAL. �.•`GK��MF �� - Drawn by: MCab ROOF = 26 P.S.F. ZONE I DRAWINGS FOR OPENING SIZES.�P•... .•• s` ROOF = 31 P.SF. ZONE 2 ® 'X' BRIDGING BOLTED ON SPANS OVER TAT'C N ••� �� Checked by: CC JOIST MID SPAN, Z3 ROOF = 45 P.S.F. ZONE 3 5 # +` •. ROOF = 21 P.S.F.BI. ZONE 4 ® 5 A/C FRAME, SEE MECHANICAL -p ,r * / 6f/(1; * SHEET NAME ROOF = 31 P.SF, ZONE 5 DRAWINGS FOR OPENING SIZES. F ' �< O� P '• ��� io 1.5 X 22 GA. VENTED GALVANIZED META 14:1 ',,SS'•'• •'.•`��LI� ROOF FRAWNG 6 DECK WITH 5/6" DIA. PUDDLE WELDS AT " o�,;oNAL ENG���, OVER JOISTS AND AT PERIMETER O PLAN SIDE LAPS » 12 TEKS AT 6" O.G. (ZONE 2,3) SIDE LAPS * 12 TEKS AT 12" O.G. C H A. JACK MESSULAM, P.E. WALL ZONES =NRILTING EWsINEER SHEET NUMBER 5121 ORDIJNA DRIVE CORAL. GABLES, FLORIDA, 33146 S-200 PHONE: (305) 665-5032 PE 0 12326 3 TYP. ROOF OPENING 3/4"=1'—O" a - T y . M51 SX16 (2)-8X8 KO BLOCK T moi�.+.o +14'-0" WITH 4 5 CONT T.O.B. aT.O.B. M51 SXI6 (2)-8X8 KO BLOCK Associates, Inc. AA26001933 IL +24'-0" WITH 4 +5 CONT.Architecture - Planning • Interior Design Tp,5, 14125 N.W. 80th Ave. Suite 103 Miami Lakes, FI.33016 T, 786-235-9097 F. 305-362-4420 5/8" DENSGLASS 8" CBW Flm=1500 PSI dtiinfo@dtiarchitect.com OVER 2X5 PT a 32" C/C MORTAR TYPE M OVER C SX16 GA GROUT 3000 PSI (8" t0 11" SLUMP) 8" CBW F1m=1500 PSI www.dtiarchitect.com MORTAR TYPE M STUDS 09 GA TRUSS TYPE alb C/C TYP. 5/8" DENSGLASS GROUT 3000 PSI (8" t0 Ill,SLUMP) % a 32" O.C.(tYPa OVER 2X8 PT a 32" C/C 05 GA TRUSS TYPE 816 C/C TYP. WITH 4 5 CON XS KO BLOCK %11 411 OVER C 8XI6 GA 1-I/1 X 22GA GALv G90 SCUDS �� 4" (TYP.) TAI3 I `I I 4 RE: NOTES 5-2 METAL DECK 5/8a PUDDLE WELDS a 6" C/C AND 012 TEKS % a 32" OZ. L 4x4x3/8 CONT. ANGLE (TYPJ PL 1XI6X3/8 s 8" SIDE LAPS. WELDED t0 EACH JOIST %11 4" (2) 5/80X6H8 4W (1/8" MELD x 3" LONG) 1-1/2 X 22GA GALV. G90 +1T-4' METAL DECK 5/80 PUDDLE ME. X 22GA GALv. G90 T.O.B. WELDS a fo" C/C AND +12 TEKS METAL DECK 5/80 PUDDLE lPL IXI&X3/85/S0X6HS a 8" SIDE LAPS. PL "1X16X3/8 OLDS a 6" C/C AND M2 TEKS (2) 5/8t)X6HS a S SIDE LAPS. Carlos Pizarro, R.A. M52 (2)-SX8 KO BLOCK +11'-411 � +>7'-4" AR - 0013079 WITH 4 45 CONT. TO$. TA$. L24K a 5'-0" C/C. 5 M52 (2)-SX16 KO 5LOCK Revisions: RE: NOTES, 5-2 M52 (2)-8X16 KO BLOCK WITH 4 45 CONT Date Description % a 31" OC. I WITH 4 5 CONT. P % a 32" O.C. L 24K ® 51-O" 6/0. 5 Qj LANDLORD WORK 10/1,5/2013 24K s 5'-011 C/C. B RE: NOTES, 5-2 RE: NOTES, 5-2 a RB-1 -SX32 ' r , 421-011 +12 -0" TO$. ILL TA$. M54 SX24 (3)-8X8 KO BLOCK M54 SX14 (3)-8X8 KO BLOCK B.O.B. WITH 6 % CONT WITH 6 % CONT. BA$. BA$. � �pp N M rFF���1 a•, � aQC % a 32" O.C. 0 F; v U DOOR A o OPENING tx U 0 0 H q o z 511 CONC. SLAB 6X6-2.lx21 WWM ONSLAB E-i •. 5" CONC. SLAB q 511 CONC. 0z � "'• ' 6X6-2.1x2.1 WWM M 6X6-2.1x2.1 WWM e (2) +5 CONT. A w tA� ._ ': ......�t•+.:'�r+,�•¢':(2) 05 CONT F-I 4WI: 24 t r . A • • �'...•a! : '• i�.Ysi•"� �r. • � � •.�' �'i�'•, ray. •'; t .! Lam.'••+' � � � �•'� zQ� o 7-4 0 in BUILDING SECTION BUILDING SECTION BUILDING SECTION 0 � U 1 SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" SCALE: 1/2"= -0" U 0 °� 0 w x N Job Number: 12049.0 1 File name: Issued Date: 09.25.1:3 Drawn by: MCab Checked by: C.P./C.t�. A A A Ae. _ 1 L2' a a 1 1/2• a a 1 1/2, a D41112, a 1 1/2• N Ri V fA V m V R1 V PLAN PLAN PLAN PLAN A B C D T ANCH RE. A B C D T HS RE. SECTION (IN) (IN) (IN) (IN) (IN) BOLTS MARKS SECTI❑N (IN) (IN) (IN) (IN) (IN) BOLTS MARKS CONC6'x6'xl/4' TS 14' 14' 11' 11' 1' 4# 1' DIA FILL 6'x6'xl/4' TS 14' 14' 11' 11' 1' 4# 3/4' DI FILL 6'x3'xl/4' TS 14' 14' 11' 11' 1/2' 4# 1/2' DIA CONC. 16lx3"xl/4- TS 14' —1/ 0 11' 1/2' 2# 3/4' DI ON C/L FILL OF BEA STOP WWF 3' 1/2' DIA. SMOOTH FROM JOINT EA. FROM @ 24' O.C. SIDE GREASE CONSTRUCTION J❑INT (CJ) SAW CUT 1/4' a A CONTROL J❑INT (CJT) 1/2' FILLER Aw� R JOINT EXPANSI❑N J❑INT (EJ) I ` (U PL 3/8'x4'x0'-8' 1Ef' IEEE 1 1 2' 5' �, 1 1/2' N N, 1/2' IIIA x 5' H.S i JS1. 11 1 BASE PLATE SCHEDULE 12 I CAP PLATE SCHEDULE 1 3 1 SLAB J❑INTS 1 4 1 JUIJ I I U f ANLL 15 1 PANEL EMBED 8( J❑IST SEAT 1 6 1 RESERVED 1 k ❑PNG k Lid 13 z 0— cis W PLAN L5'X5'X3/8' (TYP.) —. F JOIST J❑IST VOTEi -OR OPENING SIZES REFER TO 3KYLITE SCUTTLE' aND P.R,V. SUBMITTALS j1�Tf►�1 REt EQUIPMENT SUBMITTALS •r SECTION OPTIONAL SEE ARCH, DWGS 7 1 ROOF ❑PNG FRAMING Ill METAL DECK i —JOIST WELD AFTER DEAD LOAD IS AF PLIED' TO ROOF GIRDER WEB MEMBERS NOT SHOWN FILLER AT EA. BRACE 3/16Loll F— 1/4X4X4 BRACE L 2X2X1/4 N.A. REs NOTE NOTEi GIRDER MFR. IS TO DESIGN GIRDER FOR UPLIFT AS INDICATED ON DWG'S AND IS TO ADEQUATELY BRACE THE BOTTOM CHORD. MINIMUM BRACING IS AT 1/4 POINTS OF SPAN. 13 BRACING @ 1/4 P❑INTS CMU. WALL ADDITIONAL #5 CORNER BAR — SEE SCH 2'-6' Z 1 N EDULE CONTINUOUS REINFORCING SEE SCHEDULE V 8 F❑❑TING CORNER DETAIL L 3x3x1/4 CONT. (DECK SUPPORT) U1/ 3/4"Ox 5" EMBED. UJEDGE A. BOLTS AT 2 4" O.C. EMBEDDED STEEL SEAT- L 811x16 "XI/2" 12 W/(4)-3/4"0xl'-0" LONG NS WELDED HEADED STUDS. -1/4 8-„X¢„ TYP. G.T.®CONK. r:4 JL 12A20/ax0'-12 • WK2) I/2" 4x5" EMB. '+ ' • ; - EPDXY BOLTS '. :. 'ONC. COL. (D RE III. NOT SHOWN FOR CLARITY. COL & FTG. UON PLACE SET. MATCH LACE CONC. AFTER SLAB FINISH. 2' THK GROUT '2' EXP. JT.--\ 3/4' PLY'D BOX OPTIONAL SCH. FTG. 9-1 SECTION 1 j x 22 GA GAL V METAL DECK TYP. ROOF JOISTS. — 4-1' DIA. OR 18' LG.A.B.W/DBL NUT & WASHERS (TYP.) SEE SCHEDULE EXP. JT. TYP. V OF FTG. NEV F, _ - 2'-0 101 PLAN CONC. COL. Q Sx24 (8) +6 t 03T a 8 5/8 CDX PLYWC OR DENSGLASS TYPICAL COL. REi PLAN FOR TYPE & SIZE i— 1/2' EXP. JT. TYP PLACE CONC. AFTER COL. SET C8 X 16GA 0 24 C/C — 0.11 1Xl-1/2 HEAVY DUTY HILTY PINS 0 24" C/C TYP. COL. T Sx24 MAS COL. (3) "6 r•roln nnl %tl TOJ GIRDER - WEB MEMBERS NOT SHOWN 3/16 V It 61X61Xl/2' JOIST — BC EXT 1/4 WELD AFTER DEAD LOAD IS APPLIED T❑J REi PLAN (2) 1/2' DIA. BOLT TYP @ COL. ONLY, GAGE 3/16 2 3 1/2' _ H - 3/4' DIp% BOLTS UON Typ UU13N 4 JOIST METAL DECK 44) 3/4' DIA. BOLTS N A N r, ' METAL DECK GIRDER WELD 3/8'X6'X601' DEAD Xi'-2' IS PIED 3/4'X6'X6' GIRDER ON ROOF L— TS COL 111 J❑IST TO T,Sr COLUMN COL. T Sx24 MAS E 3/41X61X6' -� N�:3/16 IE 3/8'X6'Xl'-2' WELD AFTER DEAD LOAD IS APPLIED ON ROOF W 3/41X61X6' 1/4 > TS COL, 121 GIRDER TO T,S, COLUMN K 16GA 9 24 C/C 1xl-1/2 HEAVY DUTY 'Y PINS a 24" C/C TYP. 5/8 CDX PLYWOOD/ OR DENSGLASS o a 32 C/C C (fi�D' Ti�USs CONK. 8" CBW W/ �6 g 32 C/C 8" CBW W/ �6 9 32 C/C L 3'x3'xl/4' CONT. TO COLUMN. JOIST 6' +181-81 • • " : • , METAL DECK - :' CONC. CO 5 O •♦ v 4., .;• :... ;;' 8xl6 (4) +'6 t 3T is8 '>,.•. ::,... MB-3 •'`ti - /' •� 1,' is N w, 4"x4'xl/4"x24' 5/8 CDX PLYWOOD/ OR DENSGLASS f 5/8 CDX PLYWOOD/ C8 X 16GA 14 C/C A OR DENSGLASS 0.11 1XI-1/2 HEAVY DUTY :r r HILTY PINS a 2411 C/C TYP. L 3"x311xi/4" FILL CELL CS X 16GA 24 C/C TYP 0.11 1XI-1/2 HEAVY DUTY HILTY PINS e 24" C/C TYP. 0 W/(2)1/2"bx5" EPO LTS 14 15 181 ME S' Q. IhA.. A. JACK MES ULAM, P.E. CONSULTING MEER 512104RRD DRIVE CORAL GABLES, LORIDA, 33146 PHONE: (305) 665-5032 PE 0 12326 e Tecl.. ®R., Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI.33016 T. 786-235-9097 F. 305 362-•44.20 dtiinfo@dtiarchitect.com =.dtiarchitect.com I Carlos Pizarro, R.A. I I AR - 0013079 Revisions: Date Description Qj LANDLORD WORK 10/115/2015 C7 N d a O �gg o �; W U U va 0 0 w Ix A z A�1 z U a tA entn � � � a o a � H 0 w x � F-' z 0 .� O L U � rW V1 0 a O a 0 w � � � a N Job Number: 12049.01 File name: Issued Date: 09.25.13 Drawn by: MCab Checked by: C.P./C.C. SHEET NAME STRUCTURALL DETAILS .P 1 ' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I� i I, I, r, 0 U Q M M C'M 0 N c�M CV _o 0 cM LO 0 0 Q U H E D U) ca M LO to ------------ .1 pi i � Ell I LF I 21 "---.12"��L_ 50 i I f CD1 1450 D1 I D1, - -----_ r -- --- ! 500 12" 12" 500! IL_ -L _ ! _ III 144 I L j I 1 L 114x14 �� RG1 I CO, !i 22x22 10l - 181 x �O„�10 � x= - !22- _2x2 � -- - - 1375 I ORTU-5 ' 4 TON) II nl II NI 0 ( L I! 1r, L (4 TON) RTU-4 0 I II (6 TON) L 16x14 RTU-3 0 I II I 1" (6 TON) L ;! ,122i I '.-=' 16 SD URI �10 I� I� 12r 0 I SD J 28'x16 i! -- - II I r -- --c� 10 Y - Y - ----- >�I ---------c� _ iCD111 37 _-t------,L375 �- - -7 T -- - - CDlll yit1' RTU-1 - TON i -I - / 16x14 r-� - - �- �430>.- _ ;7 s 41 1 I I i I --- 1 - RTU-2 6 TO- .) I - I EF- , 14x14 22x22 110 12x�14 l (---j----I - I ----- I I _-�--fiCD1 - -=i 160, IL l/4u µ -10 -'I - 10" �'i L: l� 6C[71 I / 8 ro 8 - E I'll 111/4r, i ;� i I i I 10"' 11 I I - CD1 � I � 37 5 I I � j 1 I 350, CD1 4701 ij i I ! u I I I 7 I I - r I �J I I I i r ___ _ J - __ _ I _ _ _ ___ I - I I i I I l SPILL CONDENSATE INTO ROOF DRAIN, FINAL TERMINATION IS SPILL CONDENSAT r1n A ru r ra. r A r Trn. INTO ROOF u r e rrn. r rc� j I SPILL CONDENSATE INTO ROOF nD A IAI CIAI A I TCDA A1N1 A T1nK1 IC SITE STORM SEWER ! SITE STORM SEWER \ 1 MECHANICAL PLAN UV SCALE: 1/8"=1'-0" O CD1 rr 12 o 500 l 10" o y WALL I CAP I I, I I EF-1 (75 CFM) CD1 6",o I.; 50 8r',0 III TG1 I I 22x22 TG1 22x22 EF-3 / (150 CFM) KEYED NOTES: O 1. COORDINATE EXACT LOCATION OF RTU WITH STRUCTURAL PRIOR TO INSTALLATION TO AVOID CONFLICTS WITH DUCT DROPS. MECHANICAL LEGEND SUPPLY DIFFUSER ® SMOKE DETECTOR SD RETURN GRILLE CONDENSATE PIPING COND EXHAUST FAN ® THERMOSTAT FLEXIBLE DUCT 1" DOOR UNDERCUT FOR MAKE-UP AIR RIGID DUCT' SUPPLY AIRFLOW - VOLUME DAMPER r:$:j RETURN AIRFLOW -'L`- MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, FLORIDA ENERGY CODE, ALL NFPA REQUIREMENTS AND ALL LOCAL CODES. 2. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL AND CONNECT WITH APPROPRIATE SERVICES ALL ITEMS SHOWN ON THE DRAWING AT NO ADDITIONAL COST TO THE OWNER. 3. FURNISH SIX (6) COPIES OF SHOP DRAWINGS OF EQUIPMENT OR FIXTURES FOR APPROVAL PRIOR TO PURCHASING. 4. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL HAVE STUDIED AND COMPARED THE CONTRACT DOCUMENTS WITH EXISTING/PROPOSED CONDITIONS AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE BID OPENING SHALL REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS. 5. TEST AND BALANCE REPORT SHALL BE PROVIDED BY THE MECHANICAL SUBCONTRACTOR WITH A WRITTEN REPORT PROVIDED TO THE ARCHITECT AND ENGINEER AT THE COMPLETION OF THE PROJECT. AIRSIDE BALANCE AND CAPACITY CHECKS SHALL BE RUN ON ALL SYSTEMS. THE WRITTEN REPORT SHALL BE ON FORMS RECOMMENDED BY AABC. 6. COPIES OF THE MECHANICAL SUBCONTRACTOR'S FIRST YEAR GUARANTEE FOR THE INSTALLATION SHALL BE PROVIDED TO THE OWNER. NOTATION SHALL BE INCLUDED TO SHOW THE EXPIRATION OF THE FIRST YEAR PARTS AND LABOR GUARANTEE AND OF THE EXTENDED FOUR (4) YEAR COMPRESSOR WARRANTY. 7. DEVIATION FROM MATERIALS, METHODS OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED BY THE ENGINEER, IN WRITING, PRIOR TO BID OR COMMENCEMENT OF WORK. 8. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL COST INCURRED BY ANY TRADE DUE TO THE SUBSTITUTION OF MECHANICAL EQUIPMENT, ANY CHANGES SHALL BE COORDINATED WITH THE TRADES INVOLVED. MECHANICAL EQUIPMENT 1. AIR CONDITIONING EQUIPMENT SHALL BE FACTORY PACKAGED STRAIGHT COOL WITH ELECTRIC HEAT. 2. ALL AIR CONDITIONING UNITS SHALL INCLUDE A ONE (1) YEAR WARRANTY AND AN EXTENDED FOUR (4) YEAR COMPRESSOR WARRANTY. 3. FILTERS SHALL BE PROVIDED IN THE UNITS. THE FACTORY FILTER SHALL BE USED DURING CONSTRUCTION AND A NEW SET OF REPLACEABLE MEDIA, IN METAL FILTER FRAMES, SHALL BE PROVIDED JUST PRIOR TO TEST AND BALANCE. 4. ALL UNITS SHALL BE PROVIDED WITH A FACTORY CURB. CURBS SHALL BE SET LEVEL ON TOP, WITH LEVEL STRUCTURAL STEEL SUPPORT FRAMES PROVIDE BY THE STRUCTURAL STEEL SUBCONTRACTOR. 5. ELECTRICAL POWER AND CONTROL CONDUITS SHALL RISE UP INSIDE THE CURB OF THE ROOF TOP UNIT. 6. ROUTE CONDENSATE PIPING AS SHOWN ON PLANS. CONDENSATE PIPING 1. EXTERIOR CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC WITH UV INHIBITOR RATED FOR EXTERIOR USE. DUCTWORK 1, SUPPLY AND RETURN DUCTWORK SHALL BE TYPE 800 FIBERGLASS EQUAL TO JOHNS-MANVILLE "MICRO-AIRE". DUCT SHALL BE 1-1/2" THICK WITH AN INSULATION VALUE EQUAL TO R-6. SEAL ALL JOINTS WITH MASTIC. 2. EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET STEEL WITH ALL JOINTS SEALED WITH MASTIC. ROUND EXHAUST AIR DUCTWORK SHALL BE ALUMINUM " TH RM FIN1 OR SINGLE WALL ROUND SHEETMETAL. EXHAUST AIR DUCTS DO NOT NEED TO BE INSULATED UNLESS REQUIRED BY LOCAL ORDINANCE. 3. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA REQUIREMENTS. 4. ALL DUCTS SHOWN ARE INSIDE CLEAR DIMENSIONS. 5. SIZING OF DUCT SHALL BE BASED ON 0.10"/100 FT. EQUAL FRICTION FOR SUPPLY DUCTWORK AND A MAXIMUM 800 FPM VELOCITY FOR THE RETURN DUCTWORK, 6. FLEXIBLE DUCT SHALL NOT BE ALLOWED EXCEPT FOR FINAL DIFFUSER RUNOUTS. 7, HOLD THE BOTTOM OF THE SUPPLY AIR DUCT AT A MAXIMUM OF 24" ABOVE HUNG CEILING FOR ACCESSIBILITY PURPOSES. 8. PROVIDE FLEXIBLE CONNECTION FROM EACH DUCTWORK CONNECTION TO AIR HANDLERS AND FANS. 9, PROVIDE ACCESS PANELS IN DUCTS FOR ACCESS TO VOLUME DAMPERS, AND WHERE REQUIRED FOR MAINTENANCE OF ALL FANS AND MECHANICAL EQUIPMENT. PANELS SHALL HAVE A FIRE RATING EQUAL TO THE PENETRATED ASSEMBLY (MINIMUM ONE (1) HOUR). 10. ALL FLEXIBLE BRANCH CONNECTIONS SHALL HAVE A MANUAL VOLUME DAMPER INSTALLED AT MAIN TRUNK FOR BALANCING PURPOSES. CONTROLS 1. THERMOSTATS SHALL BE BY UNIT MANUFACTURER. ALL THERMOSTATS SHALL HAVE STAGES OF COOLING AND HEATING TO MATCH SPECIFIED UNIT AND SHALL BE 7-DAY PROGRAMMABLE. 2. LOCATE ALL THERMOSTATS 5'-0" A.F.F. UNLESS OTHERWISE NOTED. EXACT LOCATION OF ALL THERMOSTATS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. 3. EXHAUST FANS SHALL BE CONTROLLED AS NOTED ON THE EXHAUST FAN SCHEDULE. 4. 24 VOLT DUCT SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR IN THE SUPPLY AIR DUCT OF ALL UNITS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM. MECHANICAL CONTRACTOR SHALL POWER SMOKE DETECTOR VIA LOW VOLTAGE CONTROL TRANSFORMER IN UNIT. ALL SHUT DOWN CONTROL WIRING SHALL BE BY THE MECHANICAL CONTRACTOR. 5. PER NFPA 90A 6-4,4,3. WHERE THE SMOKE DETECTORS ARE INSTALLED IN A BUILDING NOT EQUIPPED WITH A FIRE ALARM SYSTEM, EACH DETECTOR SHALL HAVE A REMOTE TEST STATION WITH A VISUAL AND AUDIBLE SIGNAL LOCATED ADJACENT TO THE ROOM THERMOSTATS FOR EACH AIR HANDLING UNIT WITH A SMOKE DETECTOR. A Job Number: 65173 'Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33606 Tel: 813-241-2525 Fax: 813-241-2424 n 2013 ALL RIGHTS RESERVED x. C, I gr Tec ao n aI Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com O. E•N''� *: o 5 18 ATE oTOF •• ' •. 6p. 23- . �i .� RHO �O N AL 1iilunl Joseph R. Stolz, P.E. No.58186 Revisions: Date Description 10-21-13 OWNER CHANGES H o Z W �Q. O wwW U Q �w Z d � U W Q a a U U o Q O H M ~ 0 a a O � 0 W N x a N Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: CR Checked by: JS 11 SHEET NAME MECHANICAL PLAN SHEET NUMBER M-1'0 ROOFTOP UNIT GASKET AND SILICONE 3i$"x6" LAG BOLTS THROUGH UNIT SEALING RUNNER, WOOD NAILER AND CURB FRAME. PROVIDE 3 PER LONG BASE RAIL ON UNIT SIDE AND 2 PER SHORT SIDE. GASKET & WEATHERSEAL PRESSURE -TREATED COUNTER FLASHING STRIP WOOD NAILER STRIP i 1" RIGID INSULATION ROOFTO UNI 3" CANT STRIP / 1/4" HOLE DRILLED IN .CAP FOR CLEAN OUT AND VENTING OF DRAIN PIPING. ROOFING DRAIN PAN CURB HEIGHT = 8" MIN ROOF INSULATION ROUTE AS SHOWN ON FACTORY CURB: NRCA APPROVED, METAL DECKING X FLOOR PLAN. 18 GAGE, SQUARE WITHIN 1/8 ON DIAGONAL MEASUREMENT, WITH BOLT SETS: 1/2", (2) PER SIDE, A MINIMUM OF 8" ABOVE TOP OF THRU BASE OF CURB AND FRAME DUCT P-TRAP ROOF (1700 LBS. TENSION, 2200 LBS, X=3"MIN. CURB SET DIRECTLY ON STEEL SHEAR CAPACITY,) STRUCTURAL SUPPORT FRAME FOR UNIT & DECKING AT FULL PERIMETER OF FACTORY CURB ROOF INSULATION ROOF DECK 1. MECHANICAL SUBCONTRACTOR SHALL FURNISH ROOF OPENING SIZES & LOCATIONS, ZFACTORY FOR STRUCTURAL SUPPORT FRAMING BY GENERAL CONTRACTOR. CURB COUNTERFLASHING STRIP, 2. CURB SHALL BE MANUFACTURED WITH SLOPING BASE TO MATCH ROOF PITCH AND LEVEL TOP. 3. ALTERNATE METHODS OF TIE -DOWN FOR ROOF TOP EQUIPMENT SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORK OR EQUIPMENT ORDER. 4. SYSTEM SHALL BE CAPABLE OF WITHSTANDING WIND FORCE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES. (TIE -DOWN SYSTEM HAS BEEN DESIGNED FOR 146 MPH WIND FORCE MINIMUM). R.T.U. CONDENSATE DETAIL RTU CURB/TIE DOWN DETAIL SCALE: NONE SCALE: NONE PIPE SIZE AS REQUIRED HANGER SUPPORTS: SPIN -IN FITTING: SEE DRAWINGS 8'O.C. = 0-35" DUCTS WITH SCOOP AND HANGER STRAP: 1.5", 22 GAGE ------ 6'O.C, = 36-59" DUCTS DAMPER, EXCEPT ON 5' MAX. SPACING (TYPICAL) CENTER DECK PLATE BELOW IN GYP. BOARD ------ PIPE STAND CEILINGS, DAMPER ROUND "SNAPLOCK" SHEET METAL DECK PLATE, RIGID 18 _ ____ _ IN NECK FOR RUN -OUTS GREATER THAN 6', GA. STAINLESS STEEL, i �\ WITH 2" WRAP INSULATION MIRO INDUSTRIES MODEL DRAINAGE PORTS ON TWO DP-12-SS, SIZE 12" SQ. SIDES OF PIPE STAND BASE FLEXIBLE DUCT: - - ------ INSULATED, MAXIMUM SF HO `� 1 I ' 6', DO NOT SAG OR ARE _ _ -'i' KINK ARE ----_ PROVIDE ALUMINUM PIPE PILLOW BLOCK PIPE STAND STRAPS, FASTEN TO PIPE MINIMUM RADIUS EQUAL OF POLYCARBONATE RESIN STAND WITH STAIN STEEL TO THE FLEX DUCT MATERIAL, MIRO INDUSTRIES PLAN SCREWS DIAMETER MODEL 3-R SADDLE: 22 GAGE PIPE SHALL REST FIRMLY ON PILLOW BLOCK PIPE PIPE STAND WITHOUT GAPS STAND PIPE STANDS ARE STACKABLE WRAP INSULATION ABOVE CEILING DIFFUSER FOR PROPER ELEVATION OF CEILING DIFFUSER DECK PLATE VARIOUS SIZE PIPE TO MAINTAIN LEVEL PIPING, NO ROOFING MATERIAL '--_--L-' SHIMS OR BLOCKS ARE ALLOWED FIL I _`L - - J/- L NOTES: 1, HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCTS UP TO 24", AND WITH TRAPEZE ELEVATION HANGERS FOR DUCTS 25" AND ABOVE. 2. ELBOWS SHALL BE SQUARE NECK (SAME IN AND OUT DIMENSION) WITH 2" DOUBLE THICKNESS TURNING VANES. 3. OFFSETS SHALL NOT EXCEED 30 DEGREE ANGLE, AND SHALL NOT REDUCE THE FREE AREA OF THE DUCT. SUPPORT SPACING FOR PIPE SUPPORTS SHALL BE 4'-0" ON CENTER, 4. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED PLACE DECK PLATES ON ROOFING, SET PIPE STAND FREE ON DECK TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION). 5. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45 DEGREE ENTRY TYPE, WITH METAL SLEEVE PLATES, STACK PIPE STAND WHERE REQUIRED TO ELEVATE PIPING, & CLINCH LOCK CONNECTION. ENTRY LENGTH SHALL BE 25% OF BRANCH DUCT WIDTH. 6. ROUND BRANCH DUCT CONNECTIONS SHALL BE WITH "FLEXMASTER" FLDE SPIN -IN FITTINGS, WITH SCOOP, DAMPER AND HANDLE. 7, FLEXIBLE ROUND DUCT SHALL INCLUDE: HELIX COIL FLEXIBLE DUCTING, A 1-1/2" BLANKET INSULATION WITH MINIMUM 6,0 R VALUE, AND A ALUMINUM FOIL OUTER VAPOR BARRIER, AND BE UL-181 APPROVED, 25 OR LESS FLAME SPREAD AND 50 OR LESS SMOKE DEVELOPED. EQUAL TO "FLEXMASTER" TYPE 3M. ROOF CONDENSATE PIPE SUPPORT DETAIL CONCEALED FIBERGLASS DUCT DETAIL SCALE: NONE SCALE: NONE OUTSIDE AIR CALCULATION SCHEDULE (MATRESS FIRM) SPACE OCCUPANCY OCCUPANCY REQUIREMENT GROSS/NET AREA (sq.ft.) AREA REQUIREMENTS REQUIRED CFM PROVIDED CFM NOTES SALES 20 PEOPLE 7.5 CFM/PERSON 3,800/1,950 0,12 CFM/sq.ft. 384 400 1 THRU 2 STORAGE - 7.5 CFM/PERSON 1 160 0,12 CFM/sq.ft. 20 50 1 1 THRU 2 NOTES 1. THE OUTSIDE AIR WAS CALCULATED USING NET OCCUPIABLE SPACE. 2. OUTSIDE AIR CALCULATIONS BASED ON ASHRAE 62.1-2007 OUTSIDE AIR CALCULATION SCHEDULE (FUTURE TENANTS) SPACE OCCUPANCY OCCUPANCY REQUIREMENT GROSS/NET AREA (sq.ft.) AREA REQUIREMENTS REQUIRED CFM PROVIDED CFM NOTES SALES 30 PEOPLE 7.5 CFM/PERSON 5,800/3,530 0,12 CFM/sq.ft, 649 650 1 THRU 2 NOTES 1. THE OUTSIDE AIR WAS CALCULATED USING NET OCCUPIABLE SPACE. 2. OUTSIDE AIR CALCULATIONS BASED ON ASHRAE 62.1-2007 RTU SCHEDULE MARK --- RTU-1 RTU-2, 3 & 4 RTU-5, 6 MANUFACTURER --- TRANE TRANE TRANE MODEL --- TSCO92 TSC072 TSC048 SUPPLY AIR CFM 3000 2400 1600 OUTSIDE AIR CFM 250 200 150 CAPACITY TONS 7.5 6.0 4.0 TOTAL COOLING MBH 92.0 72.0 48 SENSIBLE COOLING MBH 79.0 61.0 42 EXTERNAL STATIC PRESSURE IN H2O 0.8 0.8 0.5 ELECTRIC HEAT (208V) KW/STEP 20.3/2 20.3/2 9/2 EVAPORATOR FAN BHP/FLA 1.5/3.6 1.5/5.0 1/5.0 COMPRESSOR NO/RLA 2/14.5 1/22.4 1/13.7 CONDENSING FAN NO/FLA 1/4.0 1/3.85 1/2.0 ELECTRICAL DATA V/PH/HZ 208/3/60 208/3/60 208/3/60 MCA AMPS 74.9 76.6 54.6 FUSE/MOCP AMPS 80 80 60 EFFICIENCY SEER/EER --/11.2 --/11.2 SEER 13 1 WEIGHT LBS. 1800 1400 1400 NOTES --- 1-16 1-16 1-14, 16 NOTES 1, TRAP CONDENSATE DRAIN AT UNIT (FULL SIZE OF OPENING) MIN. 3" WATER SEAL AND EXTEND AS SHOWN. 2. ALL UNITS SHALL BE SUPPLIED WITH COMPLETE TEMPERATURE CONTROLS AND AUTOMATIC CHANGEOVER. 3. ALL CAPACITIES AT A.R.I, CONDITIONS. 4. PROVIDE WITH FACTORY FABRICATED EXTENDED HEIGHT INSULATED ROOF CURB WITH SLOPED BASE TO MATCH ROOF PITCH AND SET TOP LEVEL. 5. ALL OUTSIDE AIR INTAKES SHALL HAVE MOTORIZED VOLUME DAMPERS. 6, PROVIDE SINGLE POINT POWER CONNECTION. 7. PROVIDE DUCT TRANSITIONS FROM THE SUPPLY AND RETURN DUCT OPENINGS TO THE DUCT SIZES SHOWN ON THE DRAWINGS. 8. HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 9. PERMANENTLY IDENTIFY ALL SYSTEMS WITH THE ROOF TOP UNIT DESIGNATION AND SPACE NUMBER SERVED. 10. INSTALL FILTERS IN UNIT PRIOR TO STARTUP AND PROVIDE NEW SET OF FILTERS AT COMPLETION OF CONSTRUCTION PRIOR TO TEST AND BALANCE. 11. ELECTRICAL POWER AND CONTROL CONDUITS SHALL RISE UP INSIDE THE CURB OF THE RTU. 12. DISCONNECT SWITCH SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 13, CONVENIENCE OUTLET SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 14. APPROVED ALTERNATE MANUFACTURERS: CARRIER AND YORK/JCI 15. PROVIDE SUPPLY AIR SMOKE DETECTOR. 16. PROVIDE WITH HINGED ACCESS DOORS. AIR DISTRIBUTION SCHEDULE MARK MANUFACTURER MODEL TYPE MATERIAL NOTES CD1 PRICE ASCD CEILING DIFFUSER, LAY -IN ALUMINUM 1-6 RG1 PRICE 630 RETURN GRILLE, LAY -IN ALUMINUM 1, 2, 3, 5, 6 TG1 PRICE 630 TRANSFER GRILLE, LAY -IN ALUMINUM 1, 2, 6 NOTES 1. NOISE CRITERIA NOT TO EXCEED 25. 2. CONTRACTOR TO COORDINATE BORDER WITH CEILING TYPE. 3. REFER TO FLOOR PLAN FOR CFM. 4, AIR DEVICES ARE 4-WAY THROW (UNLESS NOTED OTHERWISE ON DRAWING). 5. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK TAKEOFF FOR BALANCING. 6, APPROVED ALTERNATE MANUFACTURERS: TITUS AND METAL AIRE BUILDING DESIGN TEMPERATURES DESIGN AREA SUMMER DESIGN WINTER DESIGN OUTSIDE INSIDE OUTSIDE INSIDE DB WB DB WB DB DB WB BUILDING 93 77 75 64 40 70 55 FAN SCHEDULE MARK --- EF-1 & 2 EF-3 MANUFACTURER --- GREENHECK GREENHECK MODEL --- SP-A110 SP-A200 SERVICE --- RESTROOMS FILE ROOM AIR QUANTITY CFM 75 150 EXTERNAL STATIC PRESSURE IN H2O 0.375 0.375 FAN TYPE --- CENTRIFUGAL CENTRIFUGAL MAXIMUM FAN SPEED RPM 950 850 DRIVE --- DIRECT DIRECT MOTOR HP(W) 49 W 48 W ELECTRICAL V/PH/HZ 115/1/60 115/1/60 CONTROLS --- W/ LIGHTS W/ LIGHTS SONES --- 1.2 3.2 WEIGHT LBS. 15 25 NOTES --- 1 THRU 5 1 THRU 5 NOTES 1. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH. 2. PROVIDE WITH AUTOMATIC BACKDRAFT DAMPER. 3, PROVIDE WALL CAP WITH BIRD SCREEN. 4. PROVIDE WITH SOLID STATE SPEED CONTROLLER. 5. APPROVED ALTERNATE MANUFACTURER: COOK. 0 Job Number: 65173 Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33606 Tel: 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED eS� Tec :. �.. f V­ I.b. a Associates, Inc. AA26001933 Architecture • Planning Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com R S�♦ *: 0 86 ' -53 S ATE OF Joseph R. Stolz, P.E. No.58186 Revisions: Date Description 10-21-13 OWNER CHANGES O O Z M r Q � O W U Q �w W U 0 �+ w W H W � Q Z Q Z U U Q P Q Z O M M � Q O � F� H � a Z O Q� 0 NTH 0 a x a w Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: DC/LO Checked by: JS SHEET NAME MECHANICAL SCHEDULES & DETAILS SHEET NUMBER M-2, 0 d O� LIGHTING PLAN aSCALE: 1/8"=1'-0" FIXTURE SCHEDULE ISYM. I MANUFACTURER I CATALOG NUMBER LAMPS MTG. REMARKS I INPUT WATTAGE A IMETALUX I2GR8 332A-UNV EB81U (3) F32T8/SPP35/ECO RECESSED 3 LAMP, 2'X4' TROFFER WITH 0.125" ACRYLIC LENS, 86 (ENERGY SAVING LAMPS AND HIGH EFFICIENCY (INSTANT START ELECTRONIC BALLAST, 120V. AE I METALUX 2GR8 332A-UNV EB81U EMERGENCY 140O LUMEN (3) F32T8/SPP35/ECO ! RECESSED SAME AS TYPE 'A" EXCEPT WITH 11OO LUMEN I 86 90 MIN, EMERGENCY BATTERY BALLAST. (MINIMUM, 120V. I C I SSF232UNVEB81U (2) F32T8/SPP35/ECO SURFACE OR CHAIN 2 LAMP 4' STRIP WITH ENERGY SAVING LAMPS, 58 IMETALUX HUNG HIGH EFFICIENCY INSTANT START ELECTRONIC BALLAST, I PLASTIC LAMP COVER. II II120VIDE ! I C8 IMETALUX TSSF232UNVEB81U I (4) F32T8/SPP35/ECO I SURFACE 14 LAMP 8' STRIP WITH ENERGY SAVING LAMS, I 112 HIGH EFFICIENCY INSTANT START ELECTRONIC BALLAST. I I I I 1120V. I I C8E I IMETALUX ITSSF232UNVEB8IU-EL I I (4) F32T8/SPP35/ECO I I SURFACE (SAME AS TYPE 'C8' EXCEPT WITH 1100 LUMEN 112 MINIMUM, 90 MIN. EMERGENCY BATTERY BALLAST, i I I I I 1120V. I S1 I I (1) GSM-AM-400-MH-208-SL-FG I (1) MS-400 I ARM MOUNTED TO POLE HID SINGLE LIGHT FIXTURE WITH TYPE SL 458 IMCGRAW I AT 30 FT. AFG (DISTRIBUTION. TENON MOUNT. SEE BELOW FOR II (POLE TYPE. DIST., 120 ARMS, UL WET LISTED, 208V. (POLE IMCGRAW (FOR 'St' I—_�_—___—__ I ON CONCRETE I37'-0' LONG SQUARE TAPERED STEEL POLE I ---------I I I I i I BASE I W I LIGHTING I / t 2"-91 / SK-91/ 13/ CFL-BCM-M I (1 13W CFL ) I WALL MOUNTED (WALL MOUNTED DECORATIVE FIXTURE 15 ARM MOUNT B-4 AT 6'-6" TO 1120V. BOTTOM OF FIXTURE IILITHONIA X 1EDG-1-R-EL-M6 I LED I UNIVERSAL MOUNT (EDGE LIT LED EXIT SIGN. 5 BY MFR, I I120V. NOTE: (1) CONTRACTOR SHALL BE REQUIRED TO SUBMIT CALCULATIONS FROM THE POLE MANUFACTURER, SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, TO CERTIFY WIND LOAD CONFORMANCE OF EACH ENTIRE POLE AND FIXTURE ASSEMBLY. r' H N TOGGLE (TYP) TIME CLOCK (INTERMATIC ##ET17 INTERIOR LIGHTING INTERIOR LIGHTING SIGN LIGHTING MI CONTACTOR SCHEDULE CONTACTOR AMP I OF CIRCUITS CONTROLLED DESIGNATION RATING POLES CONTROLLED BY C1 I 30 I 4 I SWITCH a I IL1-1,5 TC1 ON/TCI OFF C2 I I 30 4 I SWITCH b �1-1-3,9 TC1 ON/TC1 OFF C3 ' 30 4 11-1-18,34,42 TC2 ON/TC2 OFF GENERAL NOTE: 1. REFER TO DRAWINGS FOR UNCONTROLLED CIRCUIT REQUIREMENTS, SOME CIRCUITS MAY BE PARTIALLY CONTROLLED. MATTRESS FIRM LIGHTING CONTROL DIAGRAM SCALE: NONE NOTES Q 1. ROUTE HOMERUN VIA MATTRESS FIRM LIGHTING CONTACTOR(S). REFER TO CONTACTOR SCHEDULE ON THIS SHEET. 2. SWITCHES FOR OPEN AREA LIGHTING, REFER TO LIGHTING CONTROL DIAGRAM ON THIS SHEET, 3. DIGITAL TIMER SWITCH. 4. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING THIS AREA (LEVITON MODEL ##OSC04—I0W WITH POWER BASE ADAPTER). 5, PROVIDE WALL SWITCH OCCUPANCY SENSOR TO CONTROL LIGHTING IN RESTROOMS (LEVITON MODEL ##ODS15—ID). 6, EXTEND CIRCUIT TO EXHAUST FAN. EXHAUST FAN TO OPERATE WITH LIGHTING CONTROL. 7. ROUTE HOMERUN VIA HOUSE PANEL LIGHTING CONTACTOR(S). 8. PROVIDE JUNCTION BOX ABOVE CEILING FOR CONNECTION TO 120/12V TRANSFORMER (FBO) TO POWER DETEX ALARM EXIT DEVICE. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH DETEX INSTALLER. GENERAL NOTES 1. FIXTURE WHIPS SHALL BE ASSEMBLED WITH 1 /2" FLEXIBLE CONDUIT AND SHALL BE OF SUFFICIENT LENGTH TO ALLOW RELOCATION OF ANY TYPE 'A' OR 'AE' LIGHT FIXTURE A MINIMUM OF ONE TILE IN ANY DIRECTION, 2. ALL EXPOSED CONDUIT SHALL BE LOCATED WITHIN JOIST SPACE AREA OR ATTACHED DIRECTLY TO THE JOIST, CONDUIT SHALL NOT BE SUSPENDED FROM STRUCTURE. 3. CONTRACTOR SHALL COORDINATE LOCATION AND MOUNTING HEIGHT OF ALL EXTERIOR SOFFIT LIGHTS AND WALLPACKS WITH ARCHITECTURAL DRAWINGS AND DETAIL. 4. EXTEND UNCONTROLLED "HOT" CONDUCTOR TO ALL EMERGENCY LIGHTS, EXIT LIGHTS, AND NIGHT LIGHTS. Job Number: 65173 Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33605 Tel: 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED e Tec _I1 n Associates, Inc. AA26001933 Architecture • Planning Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com C0�'y�'�i C�E N S 50 6 cc S F C?` Phillip L. C chran, P.E. No.50716 Revisions: Date Description 10-21-13 OWNER CHANGES 0 a O 0 W 0 0 a M x w Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: AS/PK Checked by: DAS 11 SHEET NAME I I LIGHTING PLAN SHEET NUMBER E-2.0 -I. li tl16�!II 7R 11wj:WI LLB. rM Aii 1. lll.,❑< a 11 ,I IisY._. ,.1 12.—:1 r, POWER PLAN SCALE: 1/8"=1'-0" IHVAC EQUIPMENT SCHEDULE UNIT DESIGNATION IFEEDER WIRE AND CONDUIT I I BRANCH DISCONNECTING I MEANS IRTU-1 11-1/4-C WITH 3 #1, 1 #8 EG, 11-1/4*C WITH 3 #3, 1 /8 EG.I 100/3/NP/NEMA 3R RTU-2 I1-1/4'C WITH 3 #1, 1 /8 EG. I I1-1/4'C WITH 3 #3, 1 #8 EG. I 100/3/NP NEMA 3R I ' I GENERAL NOTES: (1) EC IS ADVISED THAT FUSE REDUCER MAY BE REQUIRED. NOTES O 1. JUNCTION BOX MOUNTED BEHIND FASCIA IN SOFFIT AREA FOR FUTURE TENANT SIGN (VERIFY EXACT LOCATION WITH GENERAL CONTRACTOR). ROUTE HOMERUN THRU TENANT TIME CLOCK. 2. REFER TO "HVAC EQUIPMENT SCHEDULE" ON THIS SHEET. 3. DUPLEX RECEPTACLE FOR SHOW WINDOW LIGHTING MOUNTED FLUSH IN CEILING. 4. 3/4'X3'X3' PLYWOOD, FIRE -RETARDANT PAINTED, FOR TELECOMMUNICATIONS, 5. EXTEND (2) 2-1/2" CONDUITS TO BENEATH DISCONNECT AS SHOWN ON POWER RISER DIAGRAM. REFER TO CORRESPONDING DIAMOND NOTE FOR STUB -UP LOCATION. EXTEND 1" EMPTY CONDUIT WITH PULLSTRING TO TELEPHONE TERMINAL CABINET, STUB -UP AND CAP AT BOTH ENDS. 6. EXTEND (1) 2" EMPTY CONDUIT WITH PULLSTRING TO MAIN TELEPHONE CABINET FOR TELEPHONE CONDUCTORS. 7. PROVIDE CONNECTION TO EWH. 30AMP 2-POLE TOGGLE SWITCH, EXTEND 1/2"C WITH 2 #10, 1 #10 EG TO PANEL SHOWN. 8. EXHAUST FAN IS TO BE CONTROLLED WITH LIGHTING THIS ROOM. 9. 1" EMPTY CONDUIT WITH PULLSTRING EXTENDED FROM UNDER SALES DESK TO BELOW TELEPHONE BOARD FOR FUTURE TELEPHONE CONDUCTORS. STUB -UP AT BOTH ENDS. 10. EC SHALL COORDINATE STUB -UP LOCATIONS FOR POWER AND DATA WITH TENANT ARCHITECT AND OWNER PRIOR TO ROUGH -IN, EC TO COORDINATE OUTLETS SHOWN IN MILLWORK WITH TENANT ARCHITECT AND OWNER PRIOR TO ROUGH -IN, 11. JUNCTION BOX MOUNTED BEHIND FASCIA IN SOFFIT AREA FOR FUTURE TENANT SIGN (VERIFY EXACT LOCATION WITH GENERAL CONTRACTOR), EXTEND 3/4" EMPTY CONDUIT WITH PULL STRINGS TO LOCATION ABOVE FUTURE CEILING IN TENANT SPACE, 12. PROVIDE CONCEALED OUTLET FOR EWC. VERIFY REQUIREMENTS PRIOR TO ROUGH -IN, PROVIDE GFI RECEPTACLE FOR ELECTRIC WATER COOLER, IF RECEPTACLE IS CONCEALED WITHIN WATER COOLER, PROVIDE GFI CIRCUIT BREAKER. VERIFY REQUIREMENTS PRIOR TO ROUGH -IN. 13, RTU CIRCUITING, OVERCURRENT PROTECTION, AND WP/GFI RECEPTACLE TO BE PROVIDED DURING TENANT BUILD -OUT. TENANT BUILDING DOCUMENTS TO BE SUBMITTED SEPARATELY. GENERAL NOTES 1. ALL EXPOSED CONDUIT SHALL BE LOCATED WITHIN JOIST SPACE AREA OR ATTACHED DIRECTLY TO THE JOIST, CONDUIT SHALL NOT BE SUSPENDED FROM STRUCTURE, 01 Job Number: 65173 'Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 Tel: East 1-252 Drive Tampa, Florida 33805 \ Tel: 813-241-2525 Fax: 813-241-2424 O 2013 ALL RIGHTS RESERVED P Tec It i a n��l Associates, Inc. AA26001933 Architecture • Planning Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 1 dtiinfo@dtiarchitect.com www.dtiarchitect.com o 516 ���rr►rru� �� Phillip L. Cochran, P.E. No.50716 Revisions: Date Description 10-21-13 OWNER CHANGES C7 Q �I O 0 W U Q Ln W 4 w a WW 0 Q O Z H F+� Q M ~ � O W a N Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: AS/PK Checked by: DAS SHEET NAME POWER PLAN SHEET NUMBER E-2.1 rr r' MECHANICAL PLAN UV SCALE: 1/8"=1'-0" 0 m U L0 1p CYi M r C'M 0 N M N _o 0 M ti L0 co E ii co P co 2 M LO ro J KEYED NOTES: 0 1. COORDINATE EXACT LOCATION OF RTU WITH STRUCTURAL PRIOR TO INSTALLATION TO AVOID CONFLICTS WITH DUCT DROPS. MECHANICAL LEGEND SUPPLY DIFFUSER ® SMOKE DETECTOR SD RETURN GRILLE CONDENSATE 4-- PIPING COND EXHAUST FAN ® THERMOSTAT FLEXIBLE DUCT 1" DOOR UNDERCUT FOR MAKE-UP AIR RIGID DUCT SUPPLY AIRFLOW - VOLUME DAMPER rZ:=l RETURN AIRFLOW -��- MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, FLORIDA ENERGY CODE, ALL NFPA REQUIREMENTS AND ALL LOCAL CODES. - 2. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL AND CONNECT WITH APPROPRIATE SERVICES ALL ITEMS SHOWN ON THE DRAWING AT NO ADDITIONAL COST TO THE OWNER. 3. FURNISH SIX (6) COPIES OF SHOP DRAWINGS OF EQUIPMENT OR FIXTURES FOR APPROVAL PRIOR TO PURCHASING. 4. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL HAVE STUDIED AND COMPARED THE CONTRACT DOCUMENTS WITH EXISTING/PROPOSED CONDITIONS AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE BID OPENING SHALL REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS. 5. TEST AND BALANCE REPORT SHALL BE PROVIDED BY THE MECHANICAL SUBCONTRACTOR WITH A WRITTEN REPORT PROVIDED TO THE ARCHITECT AND ENGINEER AT THE COMPLETION OF THE PROJECT. AIRSIDE BALANCE AND CAPACITY CHECKS SHALL BE RUN ON ALL SYSTEMS. THE WRITTEN REPORT SHALL BE ON FORMS RECOMMENDED BY AABC. 6. COPIES OF THE MECHANICAL SUBCONTRACTOR'S FIRST YEAR GUARANTEE FOR THE INSTALLATION SHALL BE PROVIDED TO THE OWNER. NOTATION SHALL BE INCLUDED TO SHOW THE EXPIRATION OF THE FIRST YEAR PARTS AND LABOR GUARANTEE AND OF THE EXTENDED FOUR (4) YEAR COMPRESSOR WARRANTY. 7. DEVIATION FROM MATERIALS, METHODS OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED BY THE ENGINEER, IN WRITING, PRIOR TO BID OR COMMENCEMENT OF WORK. 8. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL COST INCURRED BY ANY TRADE DUE TO THE SUBSTITUTION OF MECHANICAL EQUIPMENT. ANY CHANGES SHALL BE COORDINATED WITH THE TRADES INVOLVED. MECHANICAL EQUIPMENT 1. AIR CONDITIONING EQUIPMENT SHALL BE FACTORY PACKAGED STRAIGHT COOL WITH ELECTRIC HEAT. 2. ALL AIR CONDITIONING UNITS SHALL INCLUDE A ONE (1) YEAR WARRANTY AND AN EXTENDED FOUR (4) YEAR COMPRESSOR WARRANTY. 3. FILTERS SHALL BE PROVIDED IN THE UNITS. THE FACTORY FILTER SHALL BE USED DURING CONSTRUCTION AND A NEW SET OF REPLACEABLE MEDIA, IN METAL FILTER FRAMES, SHALL BE PROVIDED JUST PRIOR TO TEST AND BALANCE. 4. ALL UNITS SHALL BE PROVIDED WITH A FACTORY CURB. CURBS SHALL BE SET LEVEL ON TOP, WITH LEVEL STRUCTURAL STEEL SUPPORT FRAMES PROVIDE BY THE STRUCTURAL STEEL SUBCONTRACTOR. 5. ELECTRICAL POWER AND CONTROL CONDUITS SHALL RISE UP, INSIDE THE CURB OF THE ROOF TOP UNIT. 6. ROUTE CONDENSATE PIPING AS SHOWN ON PLANS. CONDENSATE PIPING 1. EXTERIOR CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC WITH UV INHIBITOR RATED FOR EXTERIOR USE. lows i�Li iI:0 1. SUPPLY AND RETURN DUCTWORK SHALL BE TYPE 800 FIBERGLASS EQUAL TO JOHNS-MANVILLE "MICRO-AIRE". DUCT SHALL BE 1-1/2" THICK WITH AN INSULATION VALUE EQUAL TO R-6. SEAL ALL JOINTS WITH MASTIC. 2. EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET STEEL WITH ALL JOINTS SEALED WITH MASTIC. ROUND EXHAUST AIR DUCTWORK SHALL BE ALUMINUM "THERMOFIN" OR SINGLE WALL ROUND SHEET METAL. EXHAUST AIR DUCTS DO NOT NEED TO BE INSULATED UNLESS REQUIRED BY LOCAL ORDINANCE. 3. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA REQUIREMENTS. 4. ALL DUCTS SHOWN ARE INSIDE CLEAR DIMENSIONS. 5. SIZING OF DUCT SHALL BE BASED ON 0.10"/100 FT. EQUAL FRICTION FOR SUPPLY DUCTWORK AND A MAXIMUM 800 FPM VELOCITY FOR THE RETURN DUCTWORK. 6. FLEXIBLE DUCT SHALL NOT BE ALLOWED EXCEPT FOR FINAL DIFFUSER RUNOUTS. 7. HOLD THE BOTTOM OF THE SUPPLY AIR DUCT AT A MAXIMUM OF 24" ABOVE HUNG CEILING FOR ACCESSIBILITY PURPOSES. 8. PROVIDE FLEXIBLE CONNECTION FROM EACH DUCTWORK CONNECTION TO AIR HANDLERS AND FANS. 9. PROVIDE ACCESS PANELS IN DUCTS FOR ACCESS TO VOLUME DAMPERS, AND WHERE REQUIRED FOR MAINTENANCE OF ALL FANS AND MECHANICAL EQUIPMENT, PANELS SHALL HAVE A FIRE RATING EQUAL TO THE PENETRATED ASSEMBLY (MINIMUM ONE (1) HOUR). 10. ALL FLEXIBLE BRANCH CONNECTIONS SHALL HAVE A MANUAL VOLUME DAMPER INSTALLED AT MAIN TRUNK FOR BALANCING PURPOSES. CONTROLS 1. THERMOSTATS SHALL BE BY UNIT MANUFACTURER. ALL THERMOSTATS SHALL HAVE STAGES OF COOLING AND HEATING TO MATCH SPECIFIED UNIT AND SHALL BE 7-DAY PROGRAMMABLE. 2. LOCATE ALL THERMOSTATS 5'-0" A.F.F. UNLESS OTHERWISE NOTED. EXACT LOCATION OF ALL THERMOSTATS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. 3. EXHAUST FANS SHALL BE CONTROLLED AS NOTED ON THE EXHAUST FAN SCHEDULE. 4. 24 VOLT DUCT SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR IN THE SUPPLY AIR DUCT OF ALL UNITS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM. MECHANICAL CONTRACTOR SHALL POWER SMOKE DETECTOR VIA LOW VOLTAGE CONTROL TRANSFORMER IN UNIT. ALL SHUT DOWN CONTROL WIRING SHALL BE BY THE MECHANICAL CONTRACTOR. 5. PER NFPA 90A 6-4.4,3, WHERE THE SMOKE DETECTORS ARE INSTALLED IN A BUILDING NOT EQUIPPED WITH A FIRE ALARM SYSTEM, EACH DETECTOR SHALL HAVE A REMOTE TEST STATION WITH A VISUAL AND AUDIBLE SIGNAL LOCATED ADJACENT TO THE ROOM THERMOSTATS FOR EACH AIR HANDLING UNIT WITH A SMOKE DETECTOR, AI Job Number: 6517 'Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33606 Tel: 813-241-2525 Fax: 813-241-2424 \\� © 2013 ALL RIGHTS RESERVED Y le TeC- I ao n awl Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com ��t�rrrrrri N 8186 T TE OF ' 4.0 S, 'O N A; ' Joseph R. Stolz, P.E. No.58186 Revisions: Date Description 10-21-13 OWNER CHANGES Ix C7 Zj NO M M O Ho w WW U �+ � W � W W � Q Z Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: CR Checked by: JS I I SHEET NAME I I MECHANICAL PLAN SHEET NUMBER M-1.0 )RAIN PAN A DUCT FACTORY CURB GASKET & WEATHERSEAL 1/4" HOLE DRILLED IN CAP FOR CLEAN OUT AND VENTING OF DRAIN PIPING. ROUTE AS SHOWN ON FLOOR PLAN. rx X=3"MIN. P-TRAP ROOF INSULATION ROOF DECK COUNTERFLASHING STRIP. R.T.U. CONDENSATE DETAIL SCALE: NONE PIPE SIZE AS REQUIRED SEE DRAWINGS DECK PLATE, RIGID 18 GA. STAINLESS STEEL, MIRO INDUSTRIES MODEL DP-12-SS, SIZE 12" SQ. PILLOW BLOCK PIPE STAND OF POLYCARBONATE RESIN MATERIAL, MIRO INDUSTRIES MODEL 3-R PILLOW BLOCK PIPE STAND DECK PLATE ROOFING MATERIAL _y PLAN CENTER DECK PLATE BELOW PIPE STAND DRAINAGE PORTS ON TWO SIDES OF PIPE STAND BASE PROVIDE ALUMINUM PIPE STRAPS, FASTEN TO PIPE STAND WITH STAIN STEEL SCREWS PIPE SHALL REST FIRMLY ON PIPE STAND WITHOUT GAPS PIPE STANDS ARE STACKABLE FOR PROPER ELEVATION OF VARIOUS SIZE PIPE TO MAINTAIN LEVEL PIPING. NO SHIMS OR BLOCKS ARE ALLOWED SUPPORT SPACING FOR PIPE SUPPORTS SHALL BE 4'-0" ON CENTER, PLACE DECK PLATES ON ROOFING, SET PIPE STAND FREE ON DECK PLATES. STACK PIPE STAND WHERE REQUIRED TO ELEVATE PIPING, ROOF CONDENSATE PIPE SUPPORT DETAIL SCALE: NONE ROOFTOP UNIT GASKET AND SILICONE SEALING BASE RAIL ON UNIT - PRESSURE -TREATED WOOD NAILER STRIP - CURB HEIGHT = 8" MIN FACTORY CURB: NRCA APPROVED, 18 GAGE, SQUARE WITHIN 1/8" ON DIAGONAL MEASUREMENT, WITH A MINIMUM OF 8" ABOVE TOP OF nn nr CURB SET DIRECTLY ON STEEL - 3i8"x6" LAG BOLTS THROUGH UNIT RUNNER, WOOD NAILER AND CURB FRAME. PROVIDE 3 PER LONG SIDE AND 2 PER SHORT SIDE. COUNTER FLASHING STRIP --1" RIGID INSULATION 3" CANT STRIP `: ROOF INSULATION METAL DECKING BOLT SETS: 1/2", (2) PER SIDE, THRU BASE OF CURB AND FRAME (1700 LBS, TENSION, 2200 LBS. SHEAR CAPACITY.) STRUCTURAL SUPPORT FRAME FOR UNIT & DECKING AT FULL PERIMETER OF FACTORY CURB 1. MECHANICAL SUBCONTRACTOR SHALL FURNISH ROOF OPENING SIZES & LOCATIONS, FOR STRUCTURAL SUPPORT FRAMING BY GENERAL CONTRACTOR. 2. CURB SHALL BE MANUFACTURED WITH SLOPING BASE TO MATCH ROOF PITCH AND LEVEL TOP. 3. ALTERNATE METHODS OF TIE -DOWN FOR ROOF TOP EQUIPMENT SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORK OR EQUIPMENT ORDER, 4. SYSTEM SHALL BE CAPABLE OF WITHSTANDING WIND FORCE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES. (TIE -DOWN SYSTEM HAS BEEN DESIGNED FOR 146 MPH WIND FORCE MINIMUM). RTU CURB/TIE DOWN DETAIL SCALE: NONE HANGER SUPPORTS: 8'O.C, = 0-35" DUCTS 6'O,C, = 36-59" DUCTS X SPIN -IN FITTING: WITH SCOOP AND DAMPER, EXCEPT IN GYP. BOARD CEILINGS, DAMPER IN NECK MINIMUM RADIUS EQUAL HANGER STRAP: 1.5", 22 GAGE ON 5' MAX, SPACING (TYPICAL) ROUND "SNAPLOCK" SHEET METAL FOR RUN -OUTS GREATER THAN 6', WITH 2" WRAP INSULATION TO THE FLEX DUCT _ ... DIAMETER ZI/ SADDLE: 22 GAGE FLEXIBLE DUCT: INSULATED, MAXIMUM 6', DO NOT SAG OR KINK WRAP INSULATION ABOVE CEILING DIFFUSER CEILING DIFFUSER NOTES: 1. HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCTS UP TO 24", AND WITH TRAPEZE HANGERS FOR DUCTS 25" AND ABOVE, 2. ELBOWS SHALL BE SQUARE NECK (SAME IN AND OUT DIMENSION) WITH 2" DOUBLE THICKNESS TURNING VANES, 3. OFFSETS SHALL NOT EXCEED 30 DEGREE ANGLE, AND SHALL NOT REDUCE THE FREE AREA OF THE DUCT, 4. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION). 5. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45 DEGREE ENTRY TYPE, WITH METAL SLEEVE & CLINCH LOCK CONNECTION. ENTRY LENGTH SHALL BE 25% OF BRANCH DUCT WIDTH, 6. ROUND BRANCH DUCT CONNECTIONS SHALL BE WITH "FLEXMASTER" FLDE SPIN -IN FITTINGS, WITH SCOOP, DAMPER AND HANDLE, 7, FLEXIBLE ROUND DUCT SHALL INCLUDE: HELIX COIL FLEXIBLE DUCTING, A 1-1/2" BLANKET INSULATION WITH MINIMUM 6.0 R VALUE, AND A ALUMINUM FOIL OUTER VAPOR BARRIER, AND BE UL-181 APPROVED, 25 OR LESS FLAME SPREAD AND 50 OR LESS SMOKE DEVELOPED, EQUAL TO "FLEXMASTER" TYPE 3M. •� Al'1111 1IN1110-1420i • OUTSIDE AIR CALCULATION SCHEDULE (MATRESS FIRM) SPACE OCCUPANCY OCCUPANCY REQUIREMENT GROSS/NET AREA (sq,ft.) AREA REQUIREMENTS REQUIRED CFM PROVIDED CFM NOTES SALES 20 PEOPLE 7.5 CFM/PERSON 3,800/1,950 0,12 CFM/sq.ft. 384 400 1 THRU 2 STORAGE - 7.5 CFM/PERSON 160 0,12 CFM/sq.ft, 20 50 1 THRU 2 NOTES 1. THE OUTSIDE AIR WAS CALCULATED USING NET OCCUPIABLE SPACE. 2. OUTSIDE AIR CALCULATIONS BASED ON ASHRAE 62.1-2007 OUTSIDE AIR CALCULATION SCHEDULE (FUTURE TENANTS) SPACE OCCUPANCY OCCUPANCY REQUIREMENT GROSS/NET AREA (sq,ft.) AREA REQUIREMENTS REQUIRED CFM PROVIDED CFM NOTES SALES 30 PEOPLE 7.5 CFM/PERSON 5,800/3,530 0.12 CFM/sq.ft, 649 650 1 THRU 2 NOTES 1. THE OUTSIDE AIR WAS CALCULATED USING NET OCCUPIABLE SPACE. 2. OUTSIDE AIR CALCULATIONS BASED ON ASHRAE 62.1-2007 RTU SCHEDULE MARK --- RTU-1 RTU-2, 3 & 4 RTU-5, 6 MANUFACTURER --- TRANE TRANE TRANE MODEL --- TSCO92 TSC072 TSC048 SUPPLY AIR CFM 3000 2400 1600 OUTSIDE AIR CFM 250 200 150 CAPACITY TONS 7.5 6.0 4.0 TOTAL COOLING MBH 92.0 72.0 48 SENSIBLE COOLING MBH 79.0 61.0 42 EXTERNAL STATIC PRESSURE IN H2O 0.8 0.8 0.5 ELECTRIC HEAT (208V) KW/STEP 20.3/2 20.3/2 9/2 EVAPORATOR FAN BHP/FLA 1.5/3.6 1.5/5.0 1/5.0 COMPRESSOR NO/RLA 2/14.5 1/22.4 1/13.7 CONDENSING FAN NO/FLA 1/4.0 1/3.85 1/2.0 ELECTRICAL DATA V/PH/HZ 208/3/60 208/3/60 208/3/60 MCA AMPS 74.9 76.6 54.6 FUSE/MOCP AMPS 80 80 60 EFFICIENCY SEER/EER --/11.2 --/11.2 SEER 13 WEIGHT LBS. 1800 1400 1400 NOTES --- 1-16 1-16 1-14, 16 NOTES 1, TRAP CONDENSATE DRAIN AT UNIT (FULL SIZE OF OPENING) MIN. 3" WATER SEAL AND EXTEND AS SHOWN. 2. ALL UNITS SHALL BE SUPPLIED WITH COMPLETE TEMPERATURE CONTROLS AND AUTOMATIC CHANGEOVER. 3. ALL CAPACITIES AT A.R.I, CONDITIONS. 4. PROVIDE WITH FACTORY FABRICATED EXTENDED HEIGHT INSULATED ROOF CURB WITH SLOPED BASE TO MATCH ROOF PITCH AND SET TOP LEVEL. 5. ALL OUTSIDE AIR INTAKES SHALL HAVE MOTORIZED VOLUME DAMPERS. 6. PROVIDE SINGLE POINT POWER CONNECTION. 7, PROVIDE DUCT TRANSITIONS FROM THE SUPPLY AND RETURN DUCT OPENINGS TO THE DUCT SIZES SHOWN ON THE DRAWINGS. 8. HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 9. PERMANENTLY IDENTIFY ALL SYSTEMS WITH THE ROOF TOP UNIT DESIGNATION AND SPACE NUMBER SERVED. 10. INSTALL FILTERS IN UNIT PRIOR TO STARTUP AND PROVIDE NEW SET OF FILTERS AT COMPLETION OF CONSTRUCTION PRIOR TO TEST AND BALANCE. 11. ELECTRICAL POWER AND CONTROL CONDUITS SHALL RISE UP INSIDE THE CURB OF THE RTU. 12. DISCONNECT SWITCH SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 13. CONVENIENCE OUTLET SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 14. APPROVED ALTERNATE MANUFACTURERS: CARRIER AND YORK/JCI 15. PROVIDE SUPPLY AIR SMOKE DETECTOR. 16. PROVIDE WITH HINGED ACCESS DOORS. AIR DISTRIBUTION SCHEDULE MARK MANUFACTURER MODEL TYPE MATERIAL NOTES CD1 PRICE ASCD CEILING DIFFUSER, LAY -IN ALUMINUM 1-6 RG1 PRICE 630 RETURN GRILLE, LAY -IN ALUMINUM 1, 2, 3, 5, 6 TG1 PRICE 630 TRANSFER GRILLE, LAY -IN ALUMINUM 1, 2, 6 NOTES 1. NOISE CRITERIA NOT TO EXCEED 25. 2. CONTRACTOR TO COORDINATE BORDER WITH CEILING TYPE. 3. REFER TO FLOOR PLAN FOR CFM. 4. AIR DEVICES ARE 4-WAY THROW (UNLESS NOTED OTHERWISE ON DRAWING). 5. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK TAKEOFF FOR BALANCING. 6. APPROVED ALTERNATE MANUFACTURERS: TITUS AND METAL AIRE BUILDING DESIGN TEMPERATURES DESIGN AREA SUMMER DESIGN WINTER DESIGN OUTSIDE INSIDE OUTSIDE INSIDE DB WB DB WB DB DB WB BUILDING 93 77 75 64 40 70 55 FAN SCHEDULE MARK --- EF-1 & 2 EF-3 MANUFACTURER --- GREENHECK GREENHECK MODEL --- SP-A110 SP-A200 SERVICE --- RESTROOMS FILE ROOM AIR QUANTITY CFM 75 150 EXTERNAL STATIC PRESSURE IN H2O 0.375 0.375 FAN TYPE --- CENTRIFUGAL CENTRIFUGAL MAXIMUM FAN SPEED RPM 950 850 DRIVE --- DIRECT DIRECT MOTOR HP(W) 49 W 48 W ELECTRICAL V/PH/HZ 115/1/60 115/1/60 CONTROLS --- W/ LIGHTS W/ LIGHTS SONES --- 1.2 3.2 WEIGHT LBS. 15 25 NOTES --- 1 THRU 5 1 THRU 5 NOTES 1, PROVIDE FACTORY MOUNTED DISCONNECT SWITCH, 2. PROVIDE WITH AUTOMATIC BACKDRAFT DAMPER. 3. PROVIDE WALL CAP WITH BIRD SCREEN, 4. PROVIDE WITH SOLID STATE SPEED CONTROLLER. 5. APPROVED ALTERNATE MANUFACTURER: COOK. DI Job Number: 65173 Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33605 Tel: 813-241-2525 Fax: 813-241-2424 C"e © 2013 ALL RIGHTS RESERVED e Iz TeC In Associates, Inc. AA26001933 Architecture • Planning Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com H R. No 18 �'.• �yT OF � ONAU E % Joseph R. Stolz, P.E. No.58186 Revisions: Date Description 10-21-13 OWNER CHANGES O C7 O W M a (~ � O Wo U W Q F- �w W U w H W W � Q Z H 0 P. m � h � � 0 � O a Q W CIO �+ o N � Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: DC/LO Checked by: JS SHEET NAME MECHANICAL SCHEDULES & DETAILS SHEET NUMBER M-2,0 WI .P MR ., Mill --� ..— -- I --- ' — --—Tf - 1---- - - - - - -- - _l _. -- -- T— I I L- I ------------ ------------ ------------ ---------- '� yv — ------------------------- iI� ---- - _'-'-- - -- ----- ----- -= -_ ----- ! -- .__ ___ j - — 1 --, - ;av ._]=-_...-1 W I L.`_ r., _ i it - - - - - - ------ - i W rl I - -- — i 7 _ 1 I .. - .': -r I I I I : _ -.fit'- -- --- - - I i 'I 71 II -I '- 'I I 7 7 il , I " A ' II X �X 1 1 1 i I L--------- X 11 I 1 X iA - - T 7 AEI A j 1 L ` i L C8E i _ _ C8E i L C8Ei - I ! 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I } i t 71 3 I 7! \ 7; ;� 7 �_u W I W W ,W ------ -. -'--'- ---- -------_----- --- -- - i ! tw I ! -�x W I W I 1 i ! 1 LIGHTING PLAN uv SCALE: 1/8"=1'-0" a FIXTURE SCHEDULE SYM. I MANUFACTURER A !METALUX AE C L C8 C8E S1 !POLE I— W CATALOG NUMBER 2GR8 332A-UNV E881U METALUX 2GR8 332A-UNV EB81U EMERGENCY 1400 LUMEN (METALUX �METALUX !METALUX IMCGRAW MCGRAW IGMB LIGHTING SSF232UNVEB81U TSSF232UNVEB81U TSSF232UNVEB8IU-EL (1) GSM-AM-400-Mi-208-SL-FG FOR "S1" H-1408-91-CLR/1/2"-91/SK-91/13/CFL-BCM-M ARM MOUNT - B-4 LAMPS (3) F32T8/SPP35/ECO (3) F32T8/SPP35/ECO (2) F32T8/SPP35/ECO (4) F32T8/SPP35/ECO (4) F32T8/SPP35/ECO (1) MS-400 (1) 13W CFL I X ILITHONIA IEDG-I-R-EL-M6 I LED I I I I BY MFR. NOTE: (1) CONTRACTOR SHALL BE REQUIRED TO SUBMIT CALCULATIONS FROM THE POLE MANUFACTURER, SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, TO CERTIFY WIND LOAD CONFORMANCE OF EACH ENTIRE POLE AND FIXTURE ASSEMBLY. /-PANEL 'HP' HP-7 7 W -, MTG. I REMARKS I INPUT WATTAGE RECESSED I3 LAMP, 2'X4' TROFFER WITH 0.125" ACRYLIC LENS, 86 ENERGY SAVING LAMPS AND HIGH EFFICIENCY INSTANT START ELECTRONIC BALLAST. 120V. RECESSED !SAME AS TYPE "A" EXCEPT WITH 1100 LUMEN ! 86 (MINIMUM, 90 MIN. EMERGENCY BATTERY BALLAST. 120V. SURFACE OR CHAIN 2 LAMP 4' STRIP WITH ENERGY SAVING LAMPS, 58 HUNG HIGH EFFICIENCY INSTANT START ELECTRONIC BALLAST. IPROVIDE PLASTIC LAMP COVER. II120V. SURFACE 14 LAMP 8' STRIP WITH ENERGY SAVING LAMPS, I 112 EFFICIENCY INSTANT START ELECTRONIC BALLAST. (HIGH 120V, SURFACE (SAME AS TYPE 'C8" EXCEPT WITH 1100 LUMEN I 112 MINIMUM, 90 MIN, EMERGENCY BATTERY BALLAST, 120V, ARM MOUNTED TO POLE IHID SINGLE LIGHT FIXTURE WITH TYPE SL 458 AT 30 FT. AFG (DISTRIBUTION. TENON MOUNT. SEE BELOW FOR (POLE TYPE. DIST_ 12' ARMS,-UL WET LISTED, 208V, ON CONCRETE 137'-0' LONG SQUARE TAPERED STEEL POLE ! BASE WALL MOUNTED MOUNTED DECORATIVE FIXTURE I 15 AT 6'-6" TO (WALL 120V. BOTTOM OF FIXTURE UNIVERSAL MOUNT (EDGE LIT LED EXIT SIGN. I 5 1120V, H N TOGGLE (TYP) CONTACTOR SCHEDULE TIME CLOCK (INTERMATIC #ET173C INTERIOR LIGHTING INTERIOR LIGHTING alrl on � Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. e Suite 303 Miami Lakes'FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com `,``��i►�i a iriii .�� �P. L. co c•E N Q 5077W. •.2 a S T F?2 � Phillip L. Cochran, P.E. No.50716 TC1 b C2 Revisions: Date Description ion SIGN LIGHTING 10-21-13 OWNER CHANGES CONTACTOR I AMP I I OF I CIRCUITS I CONTROLLED DESIGNATION I RATING I POLES I CONTROLLED I BY CI I 30 4 I SWITCH a ILI-1,5 TC1 ON/TC1 OFF C2 30 4 �L1-3,9 SWITCH b TC1 ON/TC1 OFF C3 : 30 I 4 1.1-18,34,42 I TC2 ON/TC2 OFF GLNLKAL NVIL: 1. REFER TO DRAWINGS FOR UNCONTROLLED CIRCUIT REQUIREMENTS, SOME CIRCUITS MAY BE PARTIALLY CONTROLLED. MATTRESS FIRM LIGHTING CONTROL DIAGRAM SCALE: NONE NOTES Q 1. ROUTE HOMERUN VIA MATTRESS FIRM LIGHTING CONTACTOR(S). REFER TO CONTACTOR SCHEDULE ON THIS SHEET. 2. SWITCHES FOR OPEN AREA LIGHTING, REFER TO LIGHTING CONTROL DIAGRAM ON THIS SHEET. 3. DIGITAL TIMER SWITCH. 4. PROVIDE CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING THIS AREA (LEVITON MODEL #OSC04-IOW WITH POWER BASE ADAPTER). 5. PROVIDE WALL SWITCH OCCUPANCY SENSOR TO CONTROL LIGHTING IN RESTROOMS (LEVITON MODEL #ODS15-ID), 6. EXTEND CIRCUIT TO EXHAUST FAN. EXHAUST FAN TO OPERATE WITH LIGHTING CONTROL. 7, ROUTE HOMERUN VIA HOUSE PANEL LIGHTING CONTACTOR(S), 8. PROVIDE JUNCTION BOX ABOVE CEILING FOR CONNECTION TO 120/12V TRANSFORMER (FBO) TO POWER DETEX ALARM EXIT (DEVICE. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH DETEX INSTALLER. GENERAL NOTES 1. FIXTURE WHIPS SHALL BE ASSEMBLED WITH 1/2" FLEXIBLE CONDUIT AND SHALL BE OF SUFFICIENT LENGTH TO ALLOW RELOCATION OF ANY TYPE 'A' OR 'AE' LIGHT FIXTURE A MINIMUM OF ONE TILE IN ANY DIRECTION, 2. ALL EXPOSED CONDUIT SHALL BE LOCATED WITHIN JOIST SPACE AREA OR ATTACHED DIRECTLY TO THE JOIST, CONDUIT SHALL NOT BE SUSPENDED FROM STRUCTURE. 3. CONTRACTOR SHALL COORDINATE LOCATION AND MOUNTING HEIGHT OF ALL EXTERIOR SOFFIT LIGHTS AND WALLPACKS WITH ARCHITECTURAL DRAWINGS AND DETAIL. 4. EXTEND UNCONTROLLED "HOT" CONDUCTOR TO ALL (EMERGENCY LIGHTS, EXIT LIGHTS, AND NIGHT LIGHTS. O CID W W M a � O O a w w w Q �W W W U 0 F=+ W a � �W 3 H Q O z F+i ,IU 0 Q a m o O o � O Wa n 0 v ~ Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: AS/PK Checked by: DAS SHEET NAME LIGHTING PLAN Job Number: 65173 ' Colwill Engineering Consulting Engineers, Inc. SHEET NUMBER Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33805 E-2,0 Tel: 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED .P POWER PLAN U�J SCALE: 1/8"=1'-0" G_ i JHVAC EQUIPMENT SCHEDULE UNIT DESIGNATION WIRE AND CONDUIT DISCONNECTING MEANS FEEDER ' BRANCH RTU-1 11-1/4-C WITH 3 #1, 1 /8 EG, 11-1/4% WITH 3 #3, 1 /8 EG.I 100/3/NP/NEMA 3R RTU-2 �1-1/4"C WITH 3 #1, 1 18 EG, I I1-1/4"C WITH 3 #3, 1 #8 EG.� 100/3/NP/NEMA 3R GENERAL NOTES: (1) EC IS ADVISED THAT FUSE REDUCER MAY BE REQUIRED. NOTES O 1. JUNCTION BOX MOUNTED BEHIND FASCIA IN SOFFIT AREA FOR FUTURE TENANT SIGN (VERIFY EXACT LOCATION WITH GENERAL CONTRACTOR). ROUTE HOMERUN THRU TENANT TIME CLOCK. 2. REFER TO "HVAC EQUIPMENT SCHEDULE" ON THIS SHEET, 3. DUPLEX RECEPTACLE FOR SHOW WINDOW LIGHTING MOUNTED FLUSH IN CEILING, 4. 3/4"X3'X3' PLYWOOD, FIRE -RETARDANT PAINTED, FOR TELECOMMUNICATIONS, 5. EXTEND (2) 2-1/2" CONDUITS TO BENEATH DISCONNECT AS SHOWN ON POWER RISER DIAGRAM. REFER TO CORRESPONDING DIAMOND NOTE FOR STUB -UP LOCATION. EXTEND 1" EMPTY CONDUIT WITH PULLSTRING TO TELEPHONE TERMINAL CABINET, STUB -UP AND CAP AT BOTH ENDS. 6. EXTEND (1) 2" EMPTY CONDUIT WITH PULLSTRING TO MAIN TELEPHONE CABINET FOR TELEPHONE CONDUCTORS, 7. PROVIDE CONNECTION TO EWH. 30AMP 2-POLE TOGGLE SWITCH. EXTEND 1/2"C WITH 2 #10, 1 #10 EG TO PANEL SHOWN. 8. EXHAUST FAN IS TO BE CONTROLLED WITH LIGHTING THIS ROOM. 9. 1" EMPTY CONDUIT WITH PULLSTRING EXTENDED FROM UNDER SALES DESK TO BELOW TELEPHONE BOARD FOR FUTURE TELEPHONE CONDUCTORS, STUB -UP AT BOTH ENDS. 10, EC SHALL COORDINATE STUB -UP LOCATIONS FOR POWER AND DATA WITH TENANT ARCHITECT AND OWNER PRIOR TO ROUGH -IN. EC TO COORDINATE OUTLETS SHOWN IN MILLWORK WITH TENANT ARCHITECT AND OWNER PRIOR TO ROUGH -IN, 11, JUNCTION BOX MOUNTED BEHIND FASCIA IN SOFFIT AREA FOR FUTURE TENANT SIGN (VERIFY EXACT LOCATION WITH GENERAL CONTRACTOR). EXTEND 3/4" EMPTY CONDUIT WITH PULL STRINGS TO LOCATION ABOVE FUTURE CEILING IN TENANT SPACE. 12. PROVIDE CONCEALED OUTLET FOR EWC, VERIFY REQUIREMENTS PRIOR TO ROUGH -IN, PROVIDE GFI RECEPTACLE FOR ELECTRIC WATER COOLER, IF RECEPTACLE IS CONCEALED WITHIN WATER COOLER, PROVIDE GFI CIRCUIT BREAKER. VERIFY REQUIREMENTS PRIOR TO ROUGH -IN. 13, RTU CIRCUITING, OVERCURRENT PROTECTION, AND WP/GFI RECEPTACLE TO BE PROVIDED DURING TENANT BUILD -OUT. TENANT BUILDING DOCUMENTS TO BE SUBMITTED SEPARATELY, GENERAL NOTES 1. ALL EXPOSED CONDUIT SHALL BE LOCATED WITHIN JOIST SPACE AREA OR ATTACHED DIRECTLY TO THE JOIST. CONDUIT SHALL NOT BE SUSPENDED FROM STRUCTURE. Job Number: 65173 ' Colwill Engineering Aw om Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33606 %�'*= I Tel: 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED �S = Tec Associates, Inc. AA26001933 Architecture • Planning Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com L CO ; �C,ENS' '4 16 O F 4U • Phillip L. Cochran, P.E. No.50716 Revisions: Date Description 10-21-13 OWNER CHANGES L7 O M W wQ � O W U /W V--I W Z 4 H � v a a Q O Z ►� W v 0 � z M M Q � H � a � O 0 n 0 a x w Job Number: 12049.01 File name: Issued Date: 07,17.13 Drawn by: AS/PK Checked by: DAS SHEET NAME POWER PLAN SHEET NUMBER E-291 .P ��ia � A r� r3i ✓�� 1