Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
38038 North Ave (7)
I C� CONSULTANTS GENERAL NOTES architect GENERAL CONTRACTOR COMPLY WITH ALL APPLICABLE SONIA FUEREDI DESIGN RTD CONSTRUCTION, INC CODES 2860 WILTSHIRE DRIVE 8038 NORTH AVENUE, DECATUR, GA 30030 ZEPHYRHILLS, FL ARCHITECT plumbing & electrical SONIA FUEREDI DESIGN, LLC HUGO MADRIGAL, PE RTD CONSTRUCTION OFFICES 2860 WILTSHIRE DR 4911 MOLAKAI DR DECATUR, GA 30030 NAPLES, FL 33412 PLUMBING & ELECTRICAL ENGINEERING RENOVATION OF HUGO E. MADRIGAL, P.E. mechanical 4911 MOLOKAI DR CONSULTING ENG. NAPLES, FL 34112 ASSOCIATES, INC. 8365 Gunn Highway - NORTH AVENUE, ZEPHYRHILLS,�� MECHANICAL ENGINEERING Tampa, Florida 33626 8 o3s CONSULTING ENGINEERING ASSOCIATES, INC. 8365 GUNN HIGHWAY TAMPA, FLORIDA 33626 general contractor RTD CONSTRUCTION, Inc 5344 9th Street Ze h rhills, Florida 33542 I sr- w .. - - �� _ — _ �vicly UAIE 14 U —i CITY OF Z =HYHILLS Lj- .. PLANS E Oz -+ a �`` ALL Vr'ORK SHALL C04PLY WITH ALL L J �... • ;, - � _...,. __. __..._,:.... �...,_...,,.�.�,.�.___...� �'-` ..` PREVAILING CODES, FLORIDA BUILDING J i CODE, NATIONAL ELECTRIC CODE AND L Z 0f ...... _ _.___-..____ _._._.__ CITY OF ZEPHYRHILLS ORDINANCE O O = Ajo �e� Q U N >�w W LOCATION MAP CODE INFORMATION DRAWING INDEX SHEET NOTES w U) Q �z= PASCO COUNTY, FLORIDA DRAWING INDEX W O CODES & ORDINANCES GENERAL CS COVER SHEET PER 2010 FLORIDA BUILDING CODE EXISTING BUILDINGS 2008 NATIONAL ELECTRICAL CODE � Q 00 2010 FLORIDA BUILDING CODE ARCHITECTURAL rn rn OCCUPANCY: BUSINESS 2010 FLORIDA BUILDING CODE FUEL GAS A-1.0 FLOOR PLAN pp 2010 FLORIDA BUILDING CODE MECHANICAL A-1.1 LIFE SAFETY PLAN O M TYPE OF CONSTRUCTION: ��'�� �� ,= 2010 FLORIDA BUILDING CODE PLUMBING A-2.0 REFLECTED CELING PLAN TYPE Ill UNSPRINKLERED MAX AREA 9,000SF, 2 STORIES 2012 FLORIDA ACCESSIBILITY CODE A-2.1 CEILING DETAILS TYPE OF PROJECT: ALTERATION (WITH INCIDENTAL REPAIR) A-3.0 FINISH PLAN A-4.0 ENLARGED PLANS TOTAL BUILDING AREA: 8,585 SF, A-4.1 PLAN DETAILS @100SF GROSS AREA = 85 people A-5.0 INTERIOR ELEVATIONS CORRIDOR WIDTH MINIMUM 44" A-5.1 INTERIOR ELEVATIONS DEAD END CORRIDOR 20FT A-6 EXTERIOR ELEVATIONS (50FT IF SPRINKLERED) ,, ,, ., A-7 MILLWORK DETAILS -NOT USED - A-8 FURNITURE PLAN CORRIDOR A-9 DOOR SCHEDULE PROJECT NO: 2014-001 1 HR. RATED IF UNSPRINKLERED DATE 2014 0424 (OHR RATING IF SPRINKLERED) -' PLUMBING MINIMUM NUMBER OF EXITS: 2 P-0 EXISTING SANITARY FLOOR PLAN REVISIONS COMMON PATH OF EGRESS TRAVEL SHAL NOT EXCEED 75 FEET r. _ : , P-1 PROPOSED SANITARY FLOORPLAN OR 10OFT PROVIDED THAT THE BUILDING IS EQUIPPED THROUGHOUT WITH AN " P-2 PROPOSED DOMESTIC WATER DISTRIBUTION PLAN AUTOMATIC SPRKINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.1.1 P-3 PROPOSED SANITARY DETAILS P-4 DOMESTIC WATER DISTRIBUTION DETAILS - ELECTRICAL E-1 PROPOSED ELECTRICAL POWER PLAN E-2 PROPOSED LIGHTING FLOORPLAN E-3 PROPOSED ELECTRICAL PANELS MECHANICAL M-0 HVAC LEGENDS, NOTES & SYMBOLS izjs' . n,Tnc,', M-1 HVAC FLOORPLAN M-2 HVAC DETAILS 6C otoOl3t.e M-3 HVAC SCHEDULES M-4 HVAC SCHEDULES & CONTROLS C s COVER 1 SHEET SHEET NOTES - NOTE 14 __.._._ 8. 1. I TNOTE10 NOTE 3 TYP — TYP I I A 1) NOTE 6 -- TYP ^.... 4' - 6-1" 2'-8' 10'-11" r-1" --?-- 11" r r-1" F-- 8'-10" - - 2'-8" y 12' } .... 7'-10" - � 3 F*",\ ]a � 128 T-6" I 14' 8" 14'-3" I 2 12'-9" I I I I 1 0 I b ao Office Office ( —5. Break Roo I Office 106 107 NOTE 7 125 I -5. I 128 Lob Receptionist j I Y 5' O o 12Room O 1, TYP NorE a —5. � I ' Z�i 127 PY ?� i t28 -5. ( q, j NOTE 12 II i 3 I I r------i r------I r-----------I 4 ;--- €v NOTE 13 3 I I) �------- ---� 11 I I �...; 4' ; y 4•-6" 6' �__ ._- I .. ,2._2 �. I At_�" '3'.10" l --- N 4 I _ ' _ I .. ---- SHALL'1i — — — - - 168 107 tr— ,3z_--- 79 * 1238 r° __�—� r � 4. NOTE 2 — 123 — HALL -- — ................ 14'-6" r TYP 123A �. 121 I 122 ACCOUNTING - 105 1 4 III 4 '� 134 DOTE 8 I h —4. I 11' p N07)r 9 Conference Room i I I i Conference Room i Office Office Office I' 121 I I ( 122 ; 129 135 - 105 0108e III 8 III I I J 129 NOTE 12 106 II — N I O ,04 I I I I I i t b � , 11" I _ ,o. 10 _ R stt PM III i 11 � I I 1 Office Office HALL ,36 Office a —+ -- I 130 142 131 + ---,f7F•7- --- - - - Vlfl��- i - _---- 15'-9" -{ �i 3 � 15'-T 4•_6"j � 2. I ll'1 109 OTE 9 I 130 3 `r NOTE 5 TYP SYMBOLOGY ELEVATION NOTATION 8 SECTION NOTATION WINDOW TYPE NOTATION 101 DOOR NUMBER I'I N F I HAI L I I T to3 13 Electrical [� i 119 Office I' 103 Office 110 III CIpen Office I - I' 120 b 11s Mechanical tto �'I 118 ' ------- --- 00M'_ i Office -- 4' - ,`-------' 102 HALL 139 HALL eo 113 ,' I r, �Tf +j ICC;I ,' 114 115 116 1 101 140 111 5 ` 1 g —5. J Office I— __1 101 echanical�l I I tt2 112 I I L_ J n ! WALL TYPE FIRE EXTINGUISHER LVw� L� CABINET REVISION CLOUD AND REVISION NUMBER NOTE 12 Women's Toilet Men's Toilet - 113 114' 1 - A-4 ENLARGED PLAN/DETAIL I I Office 115 Storage 141 141 117 4'.5" IT Office 116 - NOTE 10 10, 1r-2" ._...__._._._ _ h 7'-8" Mechanical 138 WALL TYPES TYPE 1 I TYPE 2 TYPE 3 3 s STUD 6" STUD EXISTING CMU WALL 1". GYPSUM WALL BOARD ON 6e " GYPSUM WALL BOARD ON 2!2" STUD BOTH SIDES BOTH SIDES AND NEW RIGID INSULATION & BATT INSULATION VAPOR BARRIER "a* GYPSUM WALL BOARD A. TYPE 4 TYPE 5 TYPE 6 35, STUD EXISTING CMU WALL EXISTING CONCRETE WALL as " GYPSUM WALL BOARD ON 34" HAT TYPE FURRING 34" HAT TYPE FURRING BOTH SIDES STRIPS STRIPS BATT INSULATION 6B, GYPSUM WALL BOARD as " GYPSUM WALL BOARD .- EXISTING EXTERIOR WALL NEW VAPOR BARRIER - NEW 2 1/2" STUDS, 24" O.C. MAX { NEW 2" RIGID INSULATION BETWEEN STUDS FOR R13, NOTE 13 NEW 5/8" GYPSUM WALL BOARD TYPE 7 EXISTING CMU WALL NEW RUBBER WALL BASE NEW RIGID INSULATION & NEW FLOOR ON EXISTING SLAB VAPOR BARRIER 212 STUD FRAMING 58" GREEN WALL BOARD EXTERIOR WALL DETAIL 12"_ 1'-W architect 1. CARRY ALL NEW WALLS TO BOTTOM OF SONIA FUEREDI DESIGN STRUCTURE. 2860 WILTSHIRE DRIVE 2. INSTALL NEW KNOCK -DOWN FRAMES AND DECATUR, GA 30030 DOORS. 3. CUT NEW WINDOW OPENINGS PER MANUFACTURER'S INSTRUCTIONS. plumbing & electrical 4. ALL OFFICE WALLS TO BE TYPE 4 UNLESS HUGO MADRIGAL, PE NOTED OTHERWISE. 4911 MOLOKAI DR 5. ALL OTHER WALLS TO BE TYPE 1 UNLESS NAPLES, FL 33412 NOTED OTHERWISE. 6. NEW MASONRY OPENING. FLASH & SEAL PER WINDOW MANUFACTER. 7. MATCH WIDTH OF EXISTING WALL. mechanical CONSULTING ENG. 8. SEAL ALL WALL PENETRATIONS TO ASSOCIATES, INC. PRESERVE EXISTING FIRE RATING. 8365 Gunn Highway 9. NEW VERTICAL OPERABLE PARTITION. Tampa, Florida 33626 SKYFOLD CLASSIC 51 (ALTERNATE: HUFCOR SERIES 642 PAIRED OPERABLE PARTITIONS) 10. INSTALL RIGID INSULATION AND VAPOR BARRIER ON ALL EXTERIOR WALLS. R D 11. INSTALL 34" PLYWOOD BLOCKING ON WALL. general contractor 12. COORDINATE WET WALL THICKNESS WITH RTD CONSTRUCTION, Inc REQUIREMENTS ON PLUMBING SHEET P-1 5344 9th Street 13. THERMAX SHEATHING WITH CONCRETE Ze h rhills, Florida 33542 FASTENERS. TAPE WITH ALUMINUM FOIL TAPE OR SEALANT JOINT AT BOTTOM. 14. EXISTING RAMP & RAILING TO REMAIN. 15. NEW COLUMNS FOR ENTRANCE. END i PEERLESS WINDOW G241 WITH INTEGRAL TRIM FOR ANCHORING. FULL FRAME DEPTH 4 34", SHGC 0.27, U VALUE 0.398 WINDOW REQUIREMENTS (2010 FL BLDG CODE) UTIMATE DESIGN WIND SPEEDS FOR RISK CATEGORY II BUILDINGS AND OTHER STRUCTURES, 140MPH (FIGURE 1629A) NOMINAL DESIGN SPEED 108MPH WIND-BORNE DEBRIS REGION WIND STAGNATION PRESSURE 50.2 PSF BULL 4z LL .. J J Z Z 00= W <C U N O t� D Z I- z Uj L.L Z O F_ OC W _UVzz LL L 00 M O 000 M PROJECT NO: 2014-001 DATE 2014 0424 I REVISIONS I 9,TI) tav%n i t E " 30cdatrl C6c o4o7'S�p 1 ---------------- A-1 1 1 FLOOR PLAN w Women's Toilet Men's Toilet 113 114 CEILING LEGEND ................ 1117E2x2 DIRECT/INDIRECT LIGHT FIXTURE RECESSED CAN LIGHT FIXTURE o 4- PENDANT LIGHT FIXTURE 0 0 1 x4 INDIRECT PENDANT LIGHT FIXTURE DECORATIVE WALL SCONCE a 10 LARGE DECORATIVE WALL SCONCE LIGHT SWITCH DUPLEX ELECTRICAL OUTLET 4. QUAD ELECTRICAL OUTLET p VOICE/DATA OUTLET architect SONIA FUEREDI DESIGN 2860 WILTSHIRE DRIVE DECATUR, GA 30030 plumbing & electrical HUGO MADRIGAL, PE 4911 MOLAKAI DR NAPLES, FL 33412 mechanical CONSULTING ENG. ASSOCIATES, INC. 8365 Gunn Highway Tampa, Florida 33626 R D general contractor RTD CONSTRUCTION, Inc 5344 9th Street -- ---- - -- - - Ze h rhills, Florida 33542 CEILI......... .NG TYPES . ... ........ CLG TYPE CLG HEIGHT A 10 A 48X48x1 ACOUSTICAL CEILING TILE, ARMSTRONG OPTIMA 3160, PRELUDE 1%6" SUSPENSION SYSTEM j B 24X24x1 ACOUSTICAL CEILING TILE, ARMSTRONG OPTIMA 3352 V 16 PRELUDE SUSPENSION SYSTEM LL O Z C OPEN CEILING � J J D GYPSUM BOARD CEILING Z Z = � E 24X24x1 ACOUSTICAL CEILING TILE, ARMSTRONG ULTIMA TEGULAR 1911 00�" 15i6" PRELUDE SUSPENSION SYSTEM _ W F 12X6OxY/4 ACOUSTICAL CEILING TILE, ARMSTRONG ULTIMA TEGULAR 1991 Q U N 1516" PRELUDE SUSPENSION SYSTEM > LU O z Z E- > W U) Q Z = w O� UUzz -�00 I _ l.,l._ F-- o SHEET NOTES M 1. FIELD VERIFY TRUSS LOCATIONS. 2. SKYFOLD CLASSIC 51 MOVEABLE PARTITION. 3. PROVIDE STEEL "C" CHANNEL AND DRYWALL POCKET. COORDINATE SKYFOLD INSTALLATION WITH STRUCTURAL ENGINEER AND MANUFACTURER. 4. REFER TO ELECTRICAL PLANS FOR LIGHT FIXTURE SPECIFICATIONS. PROJECT NO: 2014-001 DATE 2014 0424 I REVISIONS I po�n� t e.. � • �o�c)atn . CI�G OloO'73�P �2 REFLECTED CA 1 1 CEILING PLAN architect SONIA FUEREDI DESIGN 2860 WILTSHIRE DRIVE DECATUR, GA 30030 plumbing & electrical HUGO MADRIGAL, PE 4911 MOLAKAI DR NAPLES, FL 33412 1 ii LP mechanical CONSULTING ENG. ASSOCIATES, INC. 8365 Gunn Highway Tampa, Florida 33626 If R .11.0 F01 general contractor --- -_ RTD CONSTRUCTION, Inc -- 5344 9th Street Ze h rhills, Florida 33542 3 6" / \ -Ac- _ \ Break Roo N 9`3" 125 - 2' Lobby T Receptionist opy Roc 126 ! 127 ji V J O Z � w - - i T-6" / 2- / 0 o J g'-fr / U troom Z ZCC 1 4 I— I— W HALL Q () N O � � �, 3 2 z�� 1 2 =1 -0 LOBBY �C RECEPTION- ENLARGED PLAN 1 2 =1-0 Uj C� <t ()' Z = O� W o U U z L00 LJL 0 0 PROJECT NO: 2014-001 DATE 2014 0424 REVISIONS r � o n stc ,-vne- 1 �D�.h�ce E• or�,� 1 � GGobo'?3� �4 PLAN )ml ENLARGED PLAN 4 PLAN 1 21 1 �" DETAILS INDIRECT PENDANT FIXTURE NOTES architect2'-6" T-W 13-3 .. SONIA FUEREDI DESIGN 1. MILLWORK HARDWARE: MESA HG421, MATTE 2860 WILTSHIRE DRIVE NOTE 2 BLACK, SATIN CLEAR BY FORMS & SURFACES DECATUR, GA 30030 ...... . ... 2. RECLAIMED WOOD BOARDS PLAM-1 WITH WEATHERED GRAY FINISH WALL -MOUNTED - --- ------- - FLAT SCREEN TV 3. ARMSTRONG AXIOM AX10STR plumbing & electrical FIELD VEF tI1:Y NOTE 1 HUGO MADRIGAL, PE 4911 MOLOKAI DR L CT-1 -o 0 0 oNAPLES, FL 33412 2' MILLWORK, SEE _FOR DETAILS ZZ 0mechanical CONSULTING ENG. ASSOCIATES, INC. PLAM-3 - NOTE 1 r ...... .......♦ 8365 Gunn Highway SS-2 CONFERENCE ROOM 2 CONFERENCE ROOM 1 4'-7- 4'-8- Tampa, Florida 33626 R D SMALL MEETING ROOM ELEVATION 6 KITCHEN EL_EVA-I-ION general contractor RTD CONSTRUCTION, Inc 5344 9th Street Zephyrhills, Florida 33542 DOOR& SIDELIGHT WITH KNOCK -DOWN STEEL FRAME 3' T-1- .... . ..... L.L. O I _�._. MW o � o � N L.L r a. LU L) N 14 > OCLz 7 2 z U-1 TYPICAL HALLWAY ELEVATION KffD IEN ELEVATION > Uj (n < W Z WO� 0 z PLAM-2 ATTACH GYPSUM BOARD CEILING TO BOTTOM OF STRUCTURE LL 4'-2- 4'-2- U. 0 O 00 GYPSUM BOARD CEILING WITH — ---- ARMSTRONG AXIOM TRIM -- ----- .. ....... .. . .......... ... . .. EXTRUDED METAL LOGO . .................... -- ---------- 2'-6" D --- ---IRT - ------------ ------------ -- ---- ------ o bo PLAM-1 EO PLAM-2 . .... .... ...... ..... . . .... NOTE 2 EQ- EQ EQ�%EQ EQ EQ - EQ & EQ EQ EQ EQ ECI YPROJECT NO: 2014-001 2' T-W EQ EQ EQ PLAM-3 IT-l" DATE 2014 0424 SS-2 REVISIONS 10 LARGE MEETING ROOM ELEVATION 8 LOBBY CLEVATION 3 PT-1 CT-1 SCHLUTER JOLLY STRIP y 2' ------- WALL MOUNTED MIRROR TO FINISH TILE PT-1 FRAMED .................... MIRROR SCHLUTER tAIAA 1 e- E - 3OC&y-, JOLLY STRIP - CT-1 T— T 7 . . ... ..... ..... b Z-9" �500 INTERIOR R[STROOM ELEVATON (TYP) 9 RESTROOM E[ EVAPON (TYP) 5 UNISEX RESTROOV ELEVATION (TYP) ELEVATIONS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NOTES architect I SONIA FUEREDI DESIGN 1. MILLWORK HARDWARE: MESA HC421, MATTE 2860 WILTSHIRE DRIVE PT-6 TYP BLACK, SATIN CLEAR BY FORMS & SURFACES DECATUR, GA 30030 2. RECLAIMED WOOD BOARDS WITH WEATHERED GRAY FINISH plumbing & electrical HUGO MADRIGAL, PE 4911 MOLAKAI DR NAPLES, FL 33412 --------------------- ------- I ---------------------- ------- --------------------- ------- --------------------- -------- --------------------- - mechanical CONSULTING ENG. ASSOCIATES, INC. ----------------------- ------- -------------- ------- ------- ----------------------- ------- --------------------- ------- ---------------- -----------_-------- 8365 Gunn Highway RB-1 TYP pT.1 Tampa, Florida 33626 FURNITURE SHOWN FOR REFERENCE ONLY SEE DOOR SCHEDULE RTD OFF -ICES INTERIOR ELEVAI-IONS general contractor RTD CONSTRUCTION, Inc 5344 9th Street Zephyrhills, Florida 33542 14'-3" _j ------- --------------------- -------- --------------------- O `� LL LL I------------- -------- ------- ---_------------- _j SEE FINISH PLAN FOR PAINT COLOR RB-1 TYP Z Z FURNITURE SHOWN FOR REFERENCE ONLY 00= LLJ r-4 -4 > LU O z 5 2 LU ELEVATION OFFICE ELEVATIONz N > W U) W Z W O F — SEE DOOR SCHEDULE PT-1 2' - SEMI -GLOSS UL. M U. CC)* OEM PT-1 — 7-6" . .. ........ RB-1 3' NOTE 2 PROJECT NO: 2014-001 DATE 2014 0424 REVISIONS RECEPTION AREA ELEVATION 8 ELEVATON BEHIND RECEPTION DESK 6 COPY ROOM ELEVATION 3 PLAM-1 SS-1 SS-1 ------------- SS-1 2' SS-1 EQ/L, EQEQ EQ - 1. b) C-0C otooll ate NOTES I architect I I I I I I I I ION I 8 8 --------------- SECTION A -A N C (U FRONT ELEVATION 16 5-11I � t fi v`r rim �m SECTION B-B malifiUm NOTE 5 NOTE 2, TYP TYP NOTE 6 - - NOTE 1, TYP NOTE 3, TYP EXISTING DOOR NEW FENCE SURROUNDING nP ELECTRICAL SERVICE EAST ELEVATION VERIFY LOCATION REAR ELEVATION Notes 1- Provide (cast in the concrete) one 1/4" x 1-1/2" x 4" Steel Rod on each one of the corners. After the installation of the Frame is complete, weld one 1/4" x 1-112" x 16" Steel Rod, lengthwise up at top and facing down at the bottom to each of the embeded steel rods. Drill through and fix the 16" long plates to the block wall with (3) each #12 x 1-1/2" lag screws. 2 Waterproof all joints. NEW WINDOW DETAILS 8„ #3 SECTION C-C C i) FRONT ELEVATION REAR ELEVATION Notes 1. Provide (cast in the concrete) one 1/4" x 1-112" x 4" Steel Rod on each one of the corners. After the installation of the Frame is complete, weld one 1/4" x 1-1/2" x 16" Steel Rod, lengthwise up at top and facing dawn at the bottom to each of the embeded steel rods. Drill through and fix the 16" long plates to the block wall with (3) each #12 x 1-112" lag screws. 2. Waterproof all joints. NEW ENTRY DOORS TO REPLACE EXISTING SLIDING DOORS TAPER CONCRETE POST Q NOTE 2 5 NEW WINDOW DETAILS 4 COLUMN DETAIL 3 NEW METAL AWNING OVER DOOR \------------------------------ ---- I I / 14' --------—' - I I 3' I I � I I � v M NEW WINDOW IN EXISTING OPE ING. ADJUST OPENING TO FIT NEW WINDOW, NEW DOOR WITH MAGNETIC LOCK ENTRY NORTH ELEVATION NEW STANDING SEAM ROOF OVER NEW WELDED STEEL STRUCTURE AT ENTRY 4" HIGH NUMBERS, CENTERED IN WINDOW. WELDED S NEW 12" DIAM CON( / 6 / NEW CONCRETE BASE NEW ENTRY ELEVATION Z WEST ELEVATION SONIA FUEREDI DESIGN 1. NEW MASONRY OPENINGS 2860 WILTSHIRE DRIVE 2. NEW WINDOWS - PEERLESS WINDOW G241 DECATUR, GA 30030 WITH INTEGRAL TRIM FOR ANCHORING. FULL FRAME DEPTH, 4-34", SHGC 0.27, U VALUE 0.398 plumbing & electrical (WINDOW REQUIREMENTS (2010 FL BLDG HUGO MADRIGAL, PE CODE) 4911 MOLOKAI DR UTIMATE DESIGN WIND SPEEDS FOR RISK NAPLES, FL 33412 CATEGORY If BUILDINGS AND OTHER) 3. INSTALL NORSTONE OCHRE XL STONE VENEER ALONG ENTIRE BUILDING PERIMETER. mechanical PREPARE WALL BY SANDBLASTING PER CONSULTING ENG. MANUFACTURER'S INSTRUCTIONS. ASSOCIATES, INC. 4. MATCH EXISTING STANDING METAL SEAM 8365 Gunn Highway ROOF. Tampa, Florida 33626 5. REMOVE APPLIED WOOD TRIM AND REPAIR WALL FINISH. PREPARE FOR PAINT 6. REMOVE APPLIED WOOD TRIM AND PLANTERS, REPAIR WALL FINISH, PREPARE FOR STONE R D VENEER- general contractor RTD CONSTRUCTION, Inc 5344 9th Street Zephyrhills, Florida 33542 EXTERIOR � ELEVATIONS [)� Oz�; U "I J J zz� 00= F-- w Q N 0 w z ZI--- LU W C/) Q Z = W O� U 0 U z 00 LL 0�r° 1 C:) PROJECT NO: 2014-001 DATE 2014 0424 REVISIONS Rio (°or�St65-le;pn,Tnc._ C�Qnntl� E. joraan CGC O to orl 3 Le -6.0 EXISTING SANITARY FLOOR PLAN Scale: 1 /8" =1' - 0" 1. The proposed architectural distribution (partitions, restrooms' dividers, etc.) are shown as a reference only. 2. The Plumbing Contractor shall be permitted to use as much as possible existing underground sewer lines but the same Contractor shall plug the abandoned underground sewer lines according to the State of Florida Building Code Plumbing Code requirements. architect SONIA FUEREDI DESIGN 2860 WILTSHIRE DRIVE DECATUR, GA 30030 plumbing & electrical HUGO MADRIGAL, PE 4911 Molokai Drive Naples, FL 34112 Florida Registration 39560 mechanical CONSULTING ENG. ASSOCIATES, INC. 8365 Gunn Highway Tampa, Florida 33626 GENERAL CONTRACTOR general contractor RTD CONSTRUCTION, Inc 5344 9th Street Zephyrhills, Florida 33542 O V U z _J L.L ILL�■ V, J J Z Z 00 = W Q U N > O or W z ZLu - W U) a Ir Z W 0 °C U U zO ILL 0 00 M ILL 0 O M PROJECT NO: 2014-001 DATE 2014 0329 REVISIONS HUGOAAAI AL PE QIL Z6-20 f4 PE 39560 P-0 1 I I ` - 11 - 11 - 77111' 'TR story drdni atory vent HALL 161 4" CO 'URN Z1209, Vertical, Off Set Siphon Jet, to Hub Water Closet Support SysteT.- ii a 211 4" CO T-1 311 FD i , L-2 Mechanical 135 strop 136 3 architect SONIA FUEREDI DESIGN 2860 WILTSHIRE DRIVE DECATUR, GA 30030 plumbing & electrical HUGO MADRIGAL, PE 4911 Molokai Drive Naples, FL 34112 Florida Registration 39560 mechanical CONSULTING ENG. ASSOCIATES, INC. 8365 Gunn Highway Tampa, Florida 33626 GENERAL CONTRACTOR general contractor RTD CONSTRUCTION, Inc 5344 9th Street Zephyrhills, Florida 33542 OC U O`� z zZ� LL- G LH O0 = �- t— w Q U N > :D LLJ O oC z z F-LLJ - w v) Q oC z = O� w o Detail C z 00 LL M LCD 00 0 Sheet of Origin Detail's Sheet SANITARY DETAILS Scale: 3/8 If =1' - 0" PROJECT NO. 2014-001 DATE 2014 0329 REVISIONS HUGO �/I' ^ ' • 3AI- d -Z,14- PE 39560 P-3 1 LEGEND 9 Single 15 Amperes, 120 Volts, grounded power outlet for flushometer control in a 4" x 4" x 1-1/2" galvanized steel box one gang mud ring. Coordinate location with Plumbing Contractor Single 30 Amperes, 120 Volts with grounding wire power outlet for tankless 2,8 kW water heater in a 4" x 4" x 1-1/2" galvanized steel box one gang mud ring and one gang cover with a 1/2" knockout. Coordinate location with Plumbing Contractor =0 Duplex NEMA 5-20R, 120 Volts, 15/20 Amperes, wall mounted at 18" Center to FFE on a 4" x 4" x 1-1/2" galvanized steel box and mud ring. Receptacle shall be white, with white unbreakable nylon plate, Specification Grade, Pass & Seymour T5020 or approved equal. Single 30 Amperes, 208 Volts with grounding wire power outlet for tankless water heater in a 4" x 4" x 1-1/2" galvanized steel box one gang mud ring and one gang cover with a 1/2" knockout. Coordinate location with Plumbing Contractor. Quad NEMA 5-20R, 120 Volts, 15/20 Amperes, wall mounted at 18" Center to FFE on a 4" x 4" x 1-1/2" galvanized steel box and mud ring. Receptacles shall be white, with white unbreakable nylon plate, Specification Grade, Pass & Seymour T5020 or approved equal. -+ GFCI Slim Duplex NEMA 5-20R, 120 Volts, 15/20 Amperes, wall mounted over the counter on a 4" x 4" x 1-1/2" GFCI galvanized steel box and mud ring. Receptacle shall be white, with white unbreakable nylon plate, Specification Grade, Pass & Seymour N7899-KW or approved equal. Coordinate location on backsplash with Cabinetry Contractor. - P GFCI Slim Duplex NEMA 5-20R, 120 Volts, 15/20 Amperes, Specification Grade wall mounted at 24" over the grade. GFCI Receptacle shall be white, Pass & Seymour N7899-KW. The Box shall be a Carlon FSC Box and NEMA 3R Cover. ® Quad NEMA 5-20R, 120 Volts, 15/20 Amperes, floor mounted flush to the FFE on a cast galvanized adjustable heigh 10G steel box and ring. Receptacles shall be white, with white unbreakable nylon plate, Specification Grade, Pass & Seymour T5020 or approved equal. a; Duplex NEMA 5-20R, 120 Volts, 15/20 Amperes, wall mounted at suspended ceiling elevation on a 4" x 4" x 1-1/2" ,gUnit 3 galvanized steel box and mud ring. Receptacle shall be white, with white unbreakable nylon plate, Specification ", 3#10 THW,1# 12 G Grade, Pass & Seymour T5020 or approved equal. NS-1 Square-D General Duty Switch, 60 Amperes, 240 Volts, Single Phase, Two pole, Non Fusible, with Grounding Solid Bar, Rainproof NEMA 3R Enclosure, 10 HP, 100 kA Short Circuit Capacity, Catalog DU322RB, With a 3/4" Rainproof Bolt -On Hub Square-D Catalog B075. �DS-2 Square-D General Duty Switch, 100 Amperes, 240 Volts, Three Phase, Three poles, Non Fusible, with Grounding Solid Bar, Rainproof NEMA 3R Enclosure, 20 HP, 100 kA Short Circuit Capacity, Catalog DU32313R, with a 1-1/4" n Rainproof Bolt -On Hug Square-D Catalog B125. u DS-3 Square-D General Duty Switch, 100 Amperes, 240 Volts, Three Phase, Three poles, Non Fusible, with Grounding Solid Bar, NEMA 1 Enclosure, 20 HP, 100 kA Short Circuit Capacity, Catalog DU323. �DS-4 Square-D General Duty Switch, 30 Amperes, 240 Volts, Three Phase, Three poles, Non Fusible, with Neutral and Grounding Solid Bars, NEMA 1 Enclosure, 7-1/2 HP, 100 kA Short Circuit Capacity, Catalog DU321. Sa 30 Amperes, 120/277 Volts, 'boggle Single Pole AC Quiet Switch, Extra Heavy Duty Specification Grade, Self Grounding, Back and Side Wired, Brown. Leviton Catalog 3031-2. Install this device at 6'-0" above FFE. Sb 30 Amperes, 120/277 Volts, Toggle Double Pole AC Quiet Switch, Extra Heavy Duty Specification Grade, Self Grounding, Back and Side Wired, Brown. Leviton Catalog 3032-2. Install this device at 6'-0" above FFE. S br 30 Amperes, 120/277 Volts, Toggle Double Pole AC Quiet Switch, Extra Heavy Duty Specification Grade, Self Grounding, Back and Side Wired, Brown. Leviton Catalog 3032-2. Install this device at 4'-0" above EG. Provide a Carlon FSS-E982EFN Plastic Box 3/4" Double Hub with Lockable Rainproof Carlon Toggle Switch Cover Part No.E98TSCN-CAR. Sc 15/20 Amperes, 120/277 Volts, Toggle Single Pole AC Quiet Switch, Specification Grade, Self Grounding, Back and Side Wired, White. Leviton Catalog CSB1-W. Install this device at 6'-0" above FFE. _ Denotes and Overhead Homerun to Breaker # 12, Load Center "B" on a 1/2" EMT Conduit, with (2) # 12 AWG, THHN, and Ground Conductor. �j Area of Exclusion and Safety of 3' by the Width of the Electrical Panel . Maintain this Area Clear at all Times v1-s 1 VAV Box Power Outlet Consisting of a 4" x 4" x 1-1/2" Galvanized Steel Box, Single Gang Mud Ring, 15 Amperes, 120 Volt Single Throw, Single Pole Toggle Switch with Galvanized Steel Plate, 1/2" x 36" Long Aluminum Metallic Conduit with Adecuate Connectors at Both Ends. Position of this Outlets on the Drawings are Aproximated. Coordinate with Division 15 Contractor. Division 15 Contractor to Provide Final Connection to VAV Boxes. This Outlets Provide Power to the Control Transformer of the VAV Boxes ONLY. 2 p, 2 HP Electric Motor by Others. Provide Power Up to the Disconnect. i S 4" x 4" x 1-1/2" Steel Galvanized Box with Single Gang Mud Ring Mounted at 4'- 0" Above FFE with a 3/4" Empty EMT Conduit up to Above the Ceiling Space for the Wires of a Start/Reverse/Stop Pushbutton Station. (By Others). PROPOSED ELECTRICAL POWER FLOOR PLAN Scale: 1 /8" = 1'- 0" architect SONIA FUEREDI DESIGN 2860 WILTSHIRE DRIVE DECATUR, GA 30030 plumbing & electrical HUGO MADRIGAL, PE 4911 Molokai Drive Naples, FLorida 34112 Florida Registration 39560 mechanical CONSULTING ENG. ASSOCIATES, INC. 8365 Gunn Highway Tampa, Florida 33626 GENERAL CONTRACTOR general contractor RTD CONSTRUCTION, Inc 5344 9th Street Zephyrhills, Florida 33542 OZ z 0 W V J L.J.. V) J _J L1J LU D Z LU f— GC O Z 00 00 Cn PROJECT NO: 2014-001 DATE 2014 0327 I REVISIONS HUGO/ IADWAL, PE PE 395 .*pit— /,-.70 E-1 1 LIGHT FIXTURES SCHEDULE Type Description A 2' x 2' Drop -In, Open, Solid D/I Light Fixture, (2) 24 Watts TT5 White Fluorescent Lamps, Instant Start, Electronic 10% THD, HPF Thermally, A Sound Rated Protected Ballast, Circular Perforated Difuser. LITHONIA Model 2AV G 2 CF40 MDR GEB101S or equal aproved. V x 4' Troffer, White, Drop -in, Corrosion Treated, Finished with Baked High Gloses Enamel, B Al Lenses Acrylic Diffuser, 120 Volts Electronic, Thermally Protected, Class P, HPF, non -PCB, UL listed, Sound Rated A Ballast, (2) 32 Watts T8, 48" White Fluorescent Lamps. LITHONIA Model SP8 G 2 32 W T8 (48") FW Al MVOLT GEB101S. V x 4' Troffer, White, Drop -in, Corrosion Treated, Finished with Baked High Gloses Enamel, B 1 Al Lenses Acrylic Diffuser, 120 Volts Electronic, Thermally Protected, Class P, HPF, non -PCB, UL listed, Sound Rated A Ballast, (2) 32 Watts T8, 48" White Fluorescent Lamps. LITHONIA Model SP8 F 2 32 WT8 (48") FW MVOLT GEB101S or equall approved. 1' x 4' General Purpose Industrial Fluorescent Light Fixture, Solid Difuser, Corrosion Treated, B2 Finished with Baked High Glosed Enamel, Al2 Lenses Acrylic Diffuser, 120 Volts Electronic, Thermally Protected, Energy Star, Class P, HPF, non -PCB, UL listed, Sound Rated A Ballast. LITHONIA Catalog # L232MV with (2) 32 Watts, T8, White, (48") Fluorescent Lamps. V x 4' Linear, D/I Suspended Mount Lighting Fixture. Down Light and Up Light Metal Reflectors Finished with High Reflectance Matte Polyester Powder. Metal Diffuser has Staggered Round C Holes 52% Open Perforated Area, Same Finish. (2) 32 Watts, T8 (48") Fluorescent Lamps. 120 Volts Electronic Ballast 10% plus THD, Instant Start. LITHONIA AVSM 2 32 MDR DLS 120 GEB101S. Use LITHONIA AVAC Mounting Accessories. E Wall Mounted Emergency Battery Back -Up Light Fixture, White Thermoplastic Body, 120 Volts, (2) 1.8 Watts Lamps. LITHONIA EU LED M12 or approved equal. LED Downlight, Self -Flanged, Semi-Specular Lower Reflector. Solid State 3500K Solid State, Class P Thermally Protected 0 ->10 Volt Light Engine Driver. 16 Ga Galvanized Steel L Junction Box and Mounting Bar w/Continuos 4" Vertical Adjustment, Clear 6" Aperture. GOTHAM ECSRW 35/14 6AR 120 6" x 9 Stem -Hung Cilindrical Aluminum Light Fixture w/Black Mill -Grove Baffle. 11/16" x 12" L I Stem. 100 Watts Incandescent Lamp. Color by Architect. LURALINE GEO-3 279 STEM-B Wall Mounted Sconce. White Glass Cilindrical 4" Diameter x 10" Long Difusser. "L" Shaped L2 Satin Nickel Frame and Back Plate. (1) 13 Watts Compact Fluorescent Lamp. HAMPSTEAD TAU SCONCE15405 or equal approved. L3 European Style Stem -Hung Fluorescent Light Fixture. Made of Aluminum with Bullet -Shaped Prismatic Clear Glass Diffuser. 11/16" x 6" Long Stem and Hang Straigh Canopy. (1) 32 Watt, Electronic Ballast. Color by Architect. LURALINE HELOS HL301 STEM CPR-32TE/O Downlighting Decorative Mounted Outdoors in Hard Ceiling. Self -Flanged, Matte -Finished L4 Reflector. 16 Gauge Galvanized Steel Mounting/Plaster Frame. Junction Box. Self -Locking adjustable Mounting Bars. Clear Acrylic, Three -Spoke Turbo Baffle. (1) Horizontal 32 Watts 120 Volts TRT CFL. Class P Thermally Protected, HPF, Electronic Ballast. GOTHAM 8" PDTF 1/32TRT 8AR MVOLT. Wall Mounted Vertical Luminaire UL Approved for Damp Locations, Mate White Aluminum L5 Black 7" Trim, (2) PAR 100 Watts PAR 38 Lamp, 120 Volts. Self -Flanged Semi Specular, Mate -Diffuse Reflector. Heavy Duty Medium Base Porcelain. GOTHAM CWU 7A DWHG 150 PAR 38 X Ceiling Mounted LED Exit Sign, Battery Back -Up, Surface, Precision Molded Die Cast Aluminum Housing, Red Letters. 120 Volts, Less than 10 Watts. One Face. LITHONIA EU2M6 or approved equal. 6" x 3/4" Stroke Letters. LITHONIA LE S W 1 R EL N SD. architect SONIA FUEREDI DESIGN 2860 WILTSHIRE DRIVE DECATUR, GA 30030 plumbing & electrical HUGO MADRIGAL, PE 4911 Molokai Drive Naples, FL 34112 Florida Registration 39560 mechanical CONSULTING ENG. ASSOCIATES, INC. 8365 Gunn Highway Tampa, Florida 33626 GENERAL CONTRACTOR general contractor RTD CONSTRUCTION, Inc 5344 9th Street Zephyrhills, Florida 33542 cc 0 V ZLL J LL .. N J J Z Z 00 = W Q (� N 0 oC LU Z Z > W Cn Q Z W Uv 0 Z LL 00 M LL00 0 (Y) PROJECT NO: 2014-001 DATE 2014 0327 PROPOSED LIGHTING FLOOR PLAN NOTES I REVISIONS � Scale: 1 /8" = 1' - 0" Legend 1.- All work shall be executed in full compliance to the 2010 Florida Building Code Electrical Code. 2.- All Fluorescent Light Fixtures shall be independently hung from the structure with USGW #12 Galvanized Steel Wires. S Single Pole, Single Throw, White Silent Toggle Switch, 15/20 Amperes, 120/277 Volts, Specification Grade, LEVITON, with White Nylon Unbreakeable Single Gang Plate. SMotion Sensor Single Pole, Single Throw, White, Switch, 15 Amperes, 120 Volts, with m White Unbreakable Single Gang Plate S3 Single Pole, Double Throw (Three Way), White Silent Toggle Switch, 15/20 Amperes, 120/277 Volts, Specification Grade, LEVITON, with White Nylon Unbreakeable Single Gang Plate. S4 Double Pole, Double Throw (Four Way), White Silent Toggle Switch, 15/20 Amperes, 120/277 Volts, Specification Grade, LEVITON, with White Nylon Unbreakeable Single Gang Plate. Denotes (2) Single Pole, Single Throw, White Silent Toggle Switches, as Described Above, Sa'b on a (2) gang box, with a White Nylon Unbreakeable Double Gang Plate. S3a,3b Denotes (2) Three Way, White Silent Toggle Switches, as Described Above, on a (2) gang box, with a White Nylon Unbreakeable Double Gang Plate. Sd Denotes (1) Single Pole, Single Throw, White 0 -> 10 Volt Dimmer Switch, on (1) gang box. White Nylon Unbreakeable One Gang Plate. Denotes an Appropriated Size EMT Conduit with as Many Conductors as Crossed Lines (3), Running Above the Suspended Ceiling. Conductors shall be #12 AWG THW or as Otherwise Indicated. Uper case letter denotes Lower case letter denotes the the Type of luminaire. switch controling this luminaire. v HUG ` D 1GAL 'PE PE 39560 Aerie. o ; E-2 1 MAIN DISTRIBUTION Three Phase, 4 Wires, 120/208 Volts, Solid Neutral, Grounding Bar, 400 Amps MB Adjusted at 300 Amps Trip, 42 Poles, Indoor, Surface Mounted. PANEL "B„ SQUARE D N0442L4C+MQMB4LA+MH62+NC62V(S). Main Breaker LAL36400MC Kw per Phase Pole ole Brk Wiring Load Description Load Description Wiring Brk Pole A B C 1 20 (2) #12 AWG, (1) #14 G Small AC Unit Server Room 117 Southeast Area 1.10 Water Cooler Hall 140 South Central Area (2) #12 AWG, (1) #14 G 20 2 3 1.10 4 5 20 (2) #12 AWG, (1) #14 G General Purpose Receptacles Rooms 115, 116 2.70 General Purpose Receptacles Hall, Electrical, (2) #12 AWG, (1) 414 G 20 6 South Central Area Storage and Mechanical Rooms South Central Area 7 20 (2) #12 AWG, (1) #14 G IT Server Equipment Room 117 1.80 General Purpose Receptacles Open Office 120 (2) #12 AWG, (1) #14 G 20 8 South Central Area South Central Area 9 20 (2) #12 AWG, (i) #14 G General Purpose Receptacles Rooms 129, 130 2.52 General Purpose Receptacles Open Office 120 (2) #12 AWG, (1 } #14 G 20 10 South Central Area South Central Area 11 20 (2) #12 AWG. (1) #14 G Flushometers Restrooms 113 and 114. Service WP - 1.80 General Purpose Receptacles Restroom 113,114, (2) #12 AWG, (1) #14 G 20 12 Receptacle Condensing Unit #2 South Central Area Rooms 115, 116 and Hall 140 South Central Area 13 80 (3) #4 AWG, Air Handling Unit #2 18.71 kW Heater 7.00 Air Handling Unit #2 (2) 4.2 HP Compressor (3) #8 AWG, 45 14 15 7.00' 16 (1) #8 G (1) 2 HP Motor (1) 1 HP Motor (1) #8 G 17 7.00" 18 19 20 (2) #12 AWG, (1) #14 G Emergency Lighting 1.74 General Purpose Receptacles Conference Room 121 (2) #12 AWG, (1) #14 G 20 20 South Central Area South Central Area 21 20 (2) #12 AWG, (1) #14 G Emergency Lighting 1.60 General Purpose Receptacles Conference Room (2) #12 AWG, (1) #14 G 20 22 North Central Area 122 South Central Area 23 20 (2) #12 AWG, (1) #14 G General Lighting Open Office Space 120 2.40 General Lighting Restrooms 113 and 114 (2) #12 AWG, (1) #14 G 20 24 South Central Area South Central Area 25 20 (2) #12 AWG, (1) #14 G General Lighting Copy Room 127, Halls 137 and 139 2.30 General Lighting Rooms 115, 116, 117, 118a, 118b (2) #12 AWG, (1) #14 G 20 26 North -South Central Area and 119 South Central Area 27 20 (2) #12 AWG, (1) #14 G General Lighting Conference Rooms 121 and 122 South Central Area 1.60 VAV Boxes 2-1 Thru BP Actuators (2) #12 AWG, (1) #14 G 20 26 29 15.86 30 150 See Single Line Load Center "A" Load Center "BR" See Single Line 100 31 11.82 32 Diagram this Sheet Diagram this Sheet 33 15.72 34 35 4.32 36 100 See Single Line Load Center "C" - 37 7.54 38 Diagram this Sheet 39 8-53 40 41 42 Total Connected Load per Phase in kiloWatts 33.30 38.07 34.38 Connected Average amperes per phase 294.0 Amperes Estimated Demand Factor = 70% Average Demand Current per Phase : 0.7 x 294 = 206 Amperes u SINGLE LINE DIAGRAM Existing Underground Service Drop to Remain C 4" (3) 350 KMill THHN (1) 4/0 AWG THHN (N). Aluminum. New Service Service Extension C 4" (3) 350 KMill THHN (1) 4/0 AWG THHN (N), 1/0 (G) Aluminum New Service Grounding Conductor (1) #1/0 AWG Aluminum. Bond It to the Cold Water Grid. New Grounding Electrodes: (3) 3/4" x 10' Copper Clad Steel Grounding Bars one on each Corner of a 10" Side Equilateral Triangle Tied with a 1/0 Aluminun Grounding Conductor 101 3uilding isting Grade C Room 136 5 } is C 1-1/2", (3) # 2 AWG THW, (1) # 6 (N), (1) # 8 AWG (G) 6 C 1-1 /4", (3) # 4 AWG THW, (1) # 8 (N), (1) # 8 AWG (G) 400 Amperes, Three Phase, 208 Volts, Feed Only, Meter Pak Center, Rainproof, UL Listed, 100KA, Bolt Lugs, Neutral and SB Grounding Bars, for Aluminun Conductors Only. Coordinate Installation with Utility Company. Square D Catalog No. EZ M340OTBU LOAD CENTER "A" Three Phase, 4 Wires, 120/208 Volts, Floating Neutral, Grounding Bar, 200 Amps MLO, 24 Poles, Indoor, Surface Mounted, With Door. SQUARE D Q0324L200G+QOC24US Kw per Phase Pole Brk Wiring Load Description Load Description Wiring g Brk Pole A B C 1 20 (2) #12 AWG, (1) #14 G Hallways and Mechanical Room General Purpose 2.52 General Purpose Receptacles Rooms 106 and 107 (2) #12 AWG, (1) #14 G 20 2 Receptacles Southwest Area Northwest Area 3 20 (2) #12 AWG, (1) #14 G General Purpose Receptacles Rooms 101 and 102 2 52 (general Purpose Receptacles Rooms 107 and 108 (2) #12 AWG, (1) #14 G 20 4 Southwest Area Southwest Area 5 20 (2) #12 AWG, (1) #14 G General Purpose Receptacles Rooms 102 and 103 Southwest Area 3.06 Copier of Hall 139 (2) #12 AWG, (1) #14 G 20 6 7 20 (2) #12 AWG, (1) #14 G General Purpose Receptacles Rooms 104 and 105 . L 70 General Purpose Receptacles Rooms 109 and 110 (2) #12 AWG, (1) #14 G 20 8 Southwest Area Southwest Area 9 50 () #AWG, AIR HANDLER UNIT # 1 : 4.50* CONDENSING UNIT # 1: (3) #8 AWG, 10 11 (1) 2 HP BLOWER 4.50* (1) 5.6 HP COMPRESSOR 40 12 (1)#10G (1) 1 1.25 kW HEATER (2) 112 HP FAN MOTOR (1)#10G 13 4 50* 14 15 (2 #8 AWG, ) Tankless Instantaneous Water Heater i-E;O General Lighting Rooms 105, 106 and 107 Northwest Area (2) #12 AWG, (1) #14 G 20 16 40 (1) #10 G Nominal Load 6,000 Watts 17 7.6 General Purpose Lighting Rooms 101, 102, 103, and (2) #12 AWG, (1) #14 G 20 18 104 West Area 19 20 2 #12 AWG, 1 #14 G O O General Lighting Halls 133, 136 and 137, Storage, 1.60 Emer enc Lighting Southwest Area g y g 9 (2) #12 AWG, (1) #14 G 20 20 Janitor and Mechanical Rooms Southwest Area 21 20 (2) #12 AWG, (1) #14 G General Purpose Lighting Roorns 108, 109 and 110 0.60 Spare 20 22 Southwest Area 23 20 (2) #12 AWG, (1) #14 G VAV Boxes 1-1 thru BP Actuators 20 24 25 26 27 28 29 30 Total Connected Load per Phase in kiloWatts 11.32 15.22 15.36 Average amperes per phase 116.0 Amperes (') Since the Heating Elements (8,000 Watts) of the AHU and the Compressors of the Condensing Unit will not operate simultaneously only the largest of the two electrical loads is considered in the Total Load Calculations. LOAD CENTER 11Cif Three Phase, 4 Wires, 120/208 Volts, Floating Neutral, Grounding Bar, 125 Amps MLO, 24 Poles, Indoor, Surface Mounted, With Door. SQUARE D Q0324L125G+QOC24US Kw per Phase Pole Brk Wiring Load Description Load Description Wiring Brk Pole A B C 1 20 (2) #12 AWG, (1) #14 G Hallways and Mechanical Room General Purpose 3.68 Tankless Instantaneous Water Heater (2) #10 AWG, (1) #10 G 20 2 Receptacles Northeast Area Nominal Load 2,600 Watts 3 20 (2) #12 AWG, (1) #14 G Accounting Room 134 General Purpose Receptacles 3 68 Rooms 127 and 128 General Purpose Receptacles (2) #12 AWG, (1) #14 G 20 4 Northeast Area Northeast Area 5 20 (2) #12 AWG, (1) #14 G Accounting Room 134 General Purpose Receptacles 1.22 Plotter, Room 127 (2) #12 AWG, (1) #14 G 20 6 Northeast Area Northeast Area 7 20 (2) #12 AWG, (1) #14 G Offices 135 and 136 General Purpose Receptacles Northeast Area 1 ^46 Emergency Lights NE Section (2) #12 AWG, (1) #14 G 10 8 9 30 AWG, (1) #)#1 AIR HANDLER UNIT_ # 3: (1) 1/2 HP BLOWER 2-40 CONDENSING UNIT # 3: (1) 3 HP COMPRESSOR (3) #10 AWG, 25 10 11 2.40' 12 ( 0G (1) 7.2 kW HEATER (1) 1 /8 HP FAN MOTOR (1)#10G 13 2 40' 14 15 20 (2) #12 AWG, (1) #14 G General Lighting Rooms 128 and 134 2.45 General Lighting Rooms 131, 132, 133 and 135 (2) #12 AWG, (1) #14 G 20 16 Northeast Area Northeast Area 17 20 (2) #12 AWG, (1) #14 G General Lighting Room 134 Work Area Northeast Area 1.0 VAV Boxes 2-1 Thru BP Actuators (2) #12 AWG, (1) #14 G 20 18 19 20 SPARE 20 21 22 23 24 Total Connected Load per Phase in kiloWatts 7.54 8.53 4.62 Average amperes per phase 57.0 Amperes () Since the Heating Elements (8,000 Watts) of the AHU and the Compressors of the Condensing Unit will not operate simultaneously only the largest of the two electrical loads is considered in the Total Load Calculations. Three Phase, 4 Wires, 120/208 Volts, Floating Neutral, Grounding Bar, 125 Amps MLO, 20 Poles, Indoor, �� �� LOAD CENTER "BR" Flush Mounted, With Door. SQUARE D Q0320L125G+QOC20US Kw per Phase Pole Brk Wiring Load Description Load Description Wiring Brk Pole A B C 1 20 (2) #12 AWG, (1) #14 G Break Room 125 General Purpose Receptacles 2.16 Break Room 125 East Countertop Receptacles (2) #12 AWG, (1) #14 G 20 2 North-Central Area North-Central Area 3 20 (2) #12 AWG, (1) #14 G Break Room 125 North Countertop Receptacles 4.40 l ankless Instantaneous Water Heater (2) #10 AWG, (1) #10 G 30 4 North-Central Area Nominal Load 2,600 Watts 5 20 (2) #10 AWG, (1) #10 G Break Room Sink Tankless Instantaneous Water 3.30 Break Room 125 Refrigerator (2) #12 AWG, (1) #14 G 20 6 Heater North-Central Area 2,600 Watts North Central Area 7 20 (2) #12 AWG, (1) #14 G Reception/Lobby 126 General Purpose Receptacles 1.80 Copy Room 127 General Purpose Receptacles (2) #12 AWG, (1) #14 G 20 8 North-Central Area North Central Area 9 20 (2) #12 AWG, (1) #14 G Copy Room 127 Copier 3.20 General Lighting Outdoor Porch and Lobby 126 (2) #12 AWG, (1) #14 G 20 10 North Central Area North Central Area 11 20 (2) #12 AWG, (1) #14 G General Lighting Hall 123, Lobby 126, Reception 2.15 General Lighting Break Room 125 and Restroom (2) #12 AWG, (1) #14 G 20 12 North Central Area 124 North Central Area 13 20 (3) #12 AWG, (1) #14 G 2 HP Electric Motor of the SKYFOLD Retractable 0.50 Spare 20 14 15 0.50 16 Partition. 17 0.50 18 19 20 Total Connected Load per Phase in kiloWatts 4.46 8.10 5.95 Average amperes per phase 52-0 Amperes PROPOSED 1 ELEC PANELS architect SONIA FUEREDI DESIGN 2860 WILTSHIRE DRIVE DECATUR, GA 30030 plumbing & electrical HUGO MADRIGAL, PE 4911 Molokai Drive Naples, FL 33412 Florida Registration 39560 mechanical CONSULTING ENG. ASSOCIATES, INC. 8365 Gunn Highway Tampa, Florida 33626 GENERAL CONTRACTOR general contractor RTD CONSTRUCTION, Inc 5344 9th Street Zephyrhills, Florida 33542 OC U Z J O LL V) J _J zz� 00 = UJ Q N O oC Imo; z zF - LLI W Cn Q cr Z = W O� U U 0 z L Q 00 L 0 CC 0c0 rn PROJECT NO: 2014-001 DATE 2014_0327 REVISIONS i 1Uu0, MAD: L PF PE 39560 E-3 ABBREVIATIONS * NOTE ABBREVIAT M NO SYMM" CON MM A AFF ABOVE FINISHED FLOOR AD ACCESS DOOR ACU AIR CONDITIONING UNIT ACCU AIR COOLED CONDENSING UNIT AHU AIR HANDLING UNIT AUTO AUTOMATIC A/E ARCHITECT/ENGINEER B BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT BLDG BUILDING BS BIRD SCREEN C CLG CEILING COMP COMPRESSOR CONC CONCRETE CONN CONNECTION CONTR CONTRACTOR CFH CUBIC FEET PER HOUR CFM CUBIC FEET PER MINUTE CFS CUBIC FEET PER SECOND CEA CONSULTING ENGINEERING ASSOCIATES COL COLUMN D DET DETAIL DIA DIAMETER DIM DIMENSION DX DIRECT EXPANSION DMSD DUCT MOUNTED SMOKE DETECTOR DN DOWN DB DRY BULB DISCH DISCHARGE E ELEV ELEVATION ENGR ENGINEER EAT ENTERING AIR TEMPERATURE EQUIP EQUIPMENT EA EXHAUST AIR EF EXHAUST FAN ESP EXTERNAL STATIC PRESSURE F FV FACE VELOCITY FT FEET FPM FEET PER MINUTE FLEX FLEXIBLE FC FLEXIBLE CONNECTOR FLR FLOOR G GALV GALVAN 1 ZED GA GAUGE H HTR HEATER HTG HEATING HC HEATING COIL HORIZ HORIZONTAL HP HORSEPOWER L LVG LEAVING LAT LEAVING AIR TEMPERATURE LG LONG M MBH 1000 BTU PER HOUR MECH MECHANICAL MAIR MIXED AIR MAT MIXED AIR TEMPERATURE MOTDPR MOTORIZED DAMPER MT MECHANICAL TRADES MTD MOUNTED MTG MOUNTING N N.C. NORMALLY CLOSED N.O. NORMALLY OPEN NIC NOT IN CONTRACT NTS NOT TO SCALE 0 OA OUTSIDE AIR OAI OUTSIDE AIR INTAKE OAT OUTSIDE AIR TEMPERATURE P PVC POLYVINYL CHLORIDE LBS/HR POUNDS PER HOUR PSI POUNDS PER SQUARE INCH PSIA POUNDS PER SQUARE INCH ABSOLUTE PSIG POUNDS PER SQUARE INCH GAUGE PRESS PRESSURE PD PRESSURE DROP Q QTY QUANTITY R R REFRIGERANT REG REGISTER RM ROOM REQ'D REQU I RED RA RETURN AIR RPM REVOLUTIONS PER MINUTE S SCH SCHEDULE SHT SHEET SP.HT. SPECIFIC HEAT SPECS SPECIFICATIONS SQFT. SQUARE FEET STD STANDARD SP STATIC PRESSURE STL STEEL STRUCT STRUCTURAL SA SUPPLY AIR SUSP SUSPENDED SYS SYSTEM SIM SIMILAR SLV SLEEVE S.F.F.A. SQUARE FEET FREE AREA (NET) T TEMP TEMPERATURE T THERMOSTAT TSP TOTAL STATIC PRESSURE TYP TYPICAL U UL UNDERWRITERS LABORATORIES V VAV VARIABLE AIR VOLUME BOX VI VIBRATION ISOLATOR VERT VERTICAL VOL VOLUME VD VOLUME DAMPER W WB WET BULB DUCTWORK R MAY OR MAY NOT BE UBED ON 7M PROJECT NET INSIDE DIMENSION SIZE IN INCHES (PLAN DIM. FIRST) RADIUS TYPE ELBOW SQUARE TYPE ELBOW WITH TURNING VANES VOLUME DAMPER ® SUPPLY AIR DIFFUSER z RETURN AIR GRILLE z EXHAUST AIR GRILLE �- DENOTES DIFFUSER IDENTIFICATION 00 DENOTES CFM 6x6 _�� DENOTES NECK SIZE Q THERMOSTAT 48' AFF. ® SYSTEM CONTROLLER --LJ--► 1' DOOR UNDERCUT SD DUCT MOUNTED SMOKE DETECTOR, PROVIDED BY DIVISION 16, INSTALLED BY DIVISION 15. SEE ELECTRICAL PLANS FOR EXACT QUANTITY. M❑ MOTORIZED DAMPER CEILING MOUNTED EXHAUST AIR FAN GENERAL NOTES 1. PLANS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE MECHANICAL SYSTEM COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THESE COMPONENTS SHALL BE DETERMINED IN THE FIELD IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SHOP DRAWINGS AND SIMILAR CERTIFIED DATA. PLANS SHALL NOT BE SCALED. 2. NO EXCLUSIONS FROM OR LIMITATIONS IN THE LANGUAGE USED IN THE CONTRACT DOCUMENTS SHALL BE INTERPRETED AS MEANING THAT THE EQUIPMENT, APPURTENANCES, AND/OR ACCESSORIES NECESSARY FOR A COMPLETE AND OPERATIONAL SYSTEM ARE NOT TO BE PROVIDED AS REQUIRED. THE SEPARATE DIVISIONAL DRAWINGS AND SPECIFICATIONS DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE THE WORK WHICH IS INDICATED ON ANY OF THE DRAWINGS OR DIVISION OF THE SPECIFICATIONS. REVIEW AND COORDINATE THE SCOPE OF WORK WITH ALL SECTIONS TO ASSURE A COMPLETE AND FUNCTIONAL SYSTEM IS INSTALLED. 3. THE DIMENSIONS AND CONDITIONS SHOWN ON THE CONTRACT DOCUMENTS ARE BASED ON AVAILABLE EXISTING INFORMATION. VERIFY EXISTING CONDITIONS AND DIMENSIONS TO ESTABLISH DUCT, PIPING AND EQUIPMENT CLEARANCES. NOTIFY THE ARCHITECT OF ANY DEVIATIONS FROM THE CONTRACT DOCUMENTS. 4. NOTIFY THE ARCHITECT OR HIS AUTHORIZED REPRESENTATIVE OF ANY DAMAGE TO THE EXISTING INSTALLATION BEFORE PROCEEDING WITH WORK. 5. CONSTRUCTION SHALL COMPLY WITH LOCAL BUILDING CODES ADOPTED AT TIME OF PERMIT APPLICATION, AND AS REFERENCED IN THE CODE CRITERIA ON THIS SHEET. 6. SUBMIT FULL SHOP DRAWINGS OF ALL EQUIPMENT AND MATERIALS (WHETHER OR NOT IT IS EXACTLY AS SPECIFIED) FOR REVIEW. WHERE MANUFACTURERS ARE LISTED IN THE PROJECT MANUAL, ONE OF THOSE MANUFACTURERS SHALL BE PROVIDED UNLESS A REQUEST FOR SUBSTITUTION HAS BEEN SUBMITTED PRIOR TO BID AND THE MANUFACTURER SUBSEQUENTLY IS LISTED AS AN ACCEPTABLE MANUFACTURER IN AN ADDENDUM. PARTIAL SUBMITTALS WILL NOT BE ACCEPTED FOR REVIEW AND APPROVAL. INSTALL AND TEST ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. FOR ALL EQUIPMENT, WHICH HAS BEEN SCHEDULED DIRECTLY ON THE DRAWINGS, PROVIDE WITHIN THE SUBMITTAL, A PERFORMANCE SCHEDULE FOR THE PROPOSED EQUIPMENT IN THE SAME FORMAT AS INCLUDED ON THE CONTRACT DOCUMENTS. BIND SHOP DRAWINGS/CATALOG-CUTS IN THREE RING BINDERS WITH A TITLE SHEET AND IDENTIFICATION ON FRONT AND SIDE OF THE BINDER. SUBMIT DRAWINGS AND CUT SHEETS FOR ALL PRODUCTS &L AT ONE TIME. INDEX ALL ITEMS TO THE PROJECT MANUAL OR DRAWINGS AS APPLICABLE. SHOP DRAWINGS THAT DEVIATE FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL LIST ALL DIFFERENCES IN A COVER LETTER ATTACHED TO FRONT OF THE SUBMITTAL. 7. DUCTWORK, AIR DEVICES AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING OR CEILING SUSPENSION SYSTEM. COORDINATE LOCATION OF AIR DEVICES, WALLCAPS, ROOFCAPS AND LOUVERS WITH ELECTRICAL, ARCHITECTURAL, AND PLUMBING WORK. AIR DEVICES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE FROM AT LEAST TWO POINTS. 8. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF "SMACNA" DUCT CONSTRUCTION STANDARDS AND COMPLY WITH THE LATEST "NFPA" 90A REQUIREMENTS. ALL DUCTWORK SHALL BE LEAK TESTED IN ACCORDANCE WITH SMACNA AND ASHRAE STANDARDS, AND BE COMPLETED BY THE TEST AND BALANCE COMPANY. DUCTS WITH A LEAKAGE RATE MORE THAN 2% WILL BE REJECTED. FABRICATE DUCTWORK TO THE FOLLOWING DUCT PRESSURE CLASS: DUCT PRESSURE CLASS OPERATING PRESSURE 1 /2" W.G. UP TO 1 /2" W.G. 1 " W.G. OVER 1 /2" UP TO 1 " W.G. 2" W.G. OVER 1 " UP TO 2" W.G. DUCTWORK SHALL BE SEALED T0: APPLICABLE DUCT PRESSURE CLASS SEAL CLASS 2" W.G. AND BELOW C 9. ALL DUCT DIMENSIONS SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSIONS. 10. SUPPLY, RETURN, EXHAUST, AND OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL. SEAL ALL DUCT JOINTS WITH HARDCAST. ALL SUPPLY, RETURN AND OUTSIDE AIR DUCTS SHALL BE INSULATED WITH BLANKET TYPE INSULATION WITH VAPOR BARRIER (MINIMUM R = 6.0). DUCT INSULATION SHALL BE LABELED AND MARKED AT REQUIRED INTERVALS PER THE FLORIDA BUILDING CODE, SECTION 604. SEAL TAPED INSULATION JOINTS WITH HARDCAST. 11. ALL VOLUME DAMPERS SHALL BE OPPOSED BLADE TYPE. PROVIDE A ONE FOOT LONG PLASTIC STRIP OF MATERIAL FROM ALL DAMPER HANDLES TO ASSIST TEST AND BALANCE AGENCY IN IDENTIFYING ALL DAMPERS. IN AREAS WHERE THE FINAL DAMPER INSTALLATION PROHIBITS ACCESS FOR TEST AND BALANCE, PROVIDE MANUAL REMOTE CABLE CONTROLS EQUAL TO YOUNG REGULATOR MODEL 830ACC/270-896. ACCESS TO END OF CABLE TO BE FLUSH IN CEILING NEATLY CONCEALED WITH THREADED CAP. PAINT CAP TO MATCH CEILING COLOR. INDICATE LOCATIONS OF ALL CAPS ON DUCTWORK COORDINATION DRAWINGS AND OBTAIN WRITTEN APPROVAL FROM ARCHITECT/ENGINEER PRIOR TO INSTALLATION. REMOVE MATERIAL FROM EXPOSED DUCT DAMPERS AFTER SUBSTANTIAL COMPLETION. 12. ALL DUCT ELBOWS SHALL INCLUDE AIR FLOW DIRECTIONAL VANES AS PER "SMACNA" DUCT CONSTRUCTION STANDARDS. SPUTTER VANES SHALL BE PROVIDED IN ALL ELBOWS AND DUCT OFFSETS WITH ANGLES BETWEEN 15 DEGREE AND 90 DEGREES AS PER FIG. 2-5 OF THE SMACNA MANUAL. 90 DEGREE ELBOWS SHALL HAVE TURNING VANES. 13. PROVIDE CONICAL SPIN -IN FITTINGS AT ALL CONNECTIONS OF ROUND SHEET METAL OR FLEXIBLE SUPPLY AIR DUCTS TO RIGID RECTANGULAR DUCT. 14. ALL PIPING AND/OR DUCTWORK MUST BE INSTALLED 6" AWAY FROM ANY FIRE RATED WALL. 15. FLEXIBLE DUCTS SHALL BE FACTORY INSULATED WITH 3/4" THICK GLASS FIBER AND INCLUDE A VINYL VAPOR JACKET AND HELIX STEEL WIRE. "THERMAFLEX" TYPE MAKE OR APPROVED EQUAL. FLEXIBLE DUCT SHALL BE ATTACHED WITH "THERMAFLEX" WRAP LOCK SERIES 0902 CLAMPS. MAXIMUM LENGTH OF FLEXIBLE DUCT SHALL BE 6'-0". 16. SMOKE AND HIGH TEMPERATURE PROTECTION OF MECHANICAL AIR DISTRIBUTION SYSTEMS. A. DUCT MOUNTED SMOKE DETECTORS SHALL BE FURNISHED AND WIRED UNDER DIVISION 16 (ELECTRICAL) AT LOCATIONS INDICATED ON THE PLANS AND AS HEREIN SPECIFIED. DUCT DETECTORS SHALL COMPLY WITH UL 268A. B. MECHANICAL PLANS INDICATE THE APPROXIMATE LOCATION OF DUCT DETECTORS. ASSIST THE SMOKE DETECTOR INSTALLER IN LOCATING AND INSTALLING THE DETECTORS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. WHEN RECOMMENDED CLEARANCES CAN NOT BE MAINTAINED, SIMULATE A SMOKE AIR FLOW TEST OF EACH DEVICE AND PROVIDE A COPY OF THE FIELD TEST TO THE OWNER'S REPRESENTATIVE. C. PROVIDE A MINIMUM 12" X 12" INSULATED AND DOUBLE GASKETED DUCT ACCESS DOOR ADJACENT TO EACH DUCT MOUNTED SMOKE DETECTOR TO FACILITATE INSPECTION OF DUCT DETECTOR TUBES. ACCESS DOOR SHALL NOT REQUIRE TOOLS TO BE OPENED. 17. PROVIDE P-TRAPS AS PER DETAIL AT ALL CONDENSATE DRAIN LINE CONNECTIONS. SLOPE DRAIN LINES TOWARD THE POINT OF DISCHARGE (MIN 1/8"/FOOT). INSULATE CONDENSATE DRAIN LINES LOCATED WITHIN THE BUILDING ENVELOPE WITH 3/4" THICK SEAMLESS CLOSED CELL RUBBER PIPE INSULATION. CONDENSATE DRAIN LINES TO BE PVC. LINES SHALL BE ONE DIAMETER LARGER THAN THE UNIT DRAIN CONNECTION, BUT NOT LESS THAN 3/4 INCH. PROVIDE CLEANOUTS AT ALL CHANGES OF DIRECTION. THE FOLLOWING MINIMUM PIPE SIZES SHALL BE USED: EQUIPMENT CAPACITY MINIMUM PIPE DIAMETER UP TO 20 TONS 3/4" 18. PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL AIR MOVING APPARATUS AND DUCTWORK. RECOMMENDED WIDTH IS 4". 19. WHERE INDICATED ON DRAWINGS AND/OR EQUIPMENT SCHEDULES EXTERNAL STATIC PRESSURE IS DEFINED AS NOT INCLUDING LOSSES DUE TO UNIT MOUNTED FILTER(S), RETURN AIR PLENUM OR MIXING BOXES. THOSE LOSES SHALL BE PART OF THE EQUIPMENT INTERNAL LOSSES SAME AS THOSE CAUSED BY COILS, CABINET, ETC. 20. PROVIDE REINFORCED 4" THICK CONCRETE PAD UNDER CONDENSING UNITS. PAD SHALL BE SIZED TO ACCOMMODATE THE REQUIRED SERVICE CLEARANCES AND/OR EXTEND A MINIMUM OF ONE FOOT (1'-0") PAST UNIT IN ALL DIRECTIONS AND PLACE THE CONDENSING UNIT BASE A MINIMUM OF 4" ABOVE ADJOINING GRADE. PROVIDE 1" NEOPRENE PADS UNDER CONDENSING UNIT. SECURE CONDENSING UNIT(S) TO PAD USING ONE INCH WIDE 16 GAGE STAINLESS STEEL STRAPS AND STAINLESS STEEL SCREWS, AT A MAXIMUM 18 INCHES ON CENTER, ON ALL SIDES OF THE UNIT. 21. ROOF MOUNTED EQUIPMENT SHALL BE SECURED TO THE CURB USING ONE INCH, 16 GAGE STAINLESS STEEL STRAPS AND STAINLESS STEEL SCREWS. THE CURBS SHALL BE SECURED TO THE STRUCTURE AS DETAILED BY THE ARCHITECT OR STRUCTURAL ENGINEER. 22. PROVIDE PAINTED GALVANIZED EXPANDED METAL GRILLE OVER ALL CONDENSER COILS. 23. ALL EQUIPMENT (FANS, AIR HANDLERS, CONDENSING UNITS, ETC.) SHALL BE LABELED WITH PLASTIC SIGNS, LAMINATED, ENGRAVED: 1 /8" THICK BLANKS FOR SIGNS SHALL BE A MINIMUM OF 1 3/4" HIGH, WITH 1" HIGH LETTERS. LENGTH OF THE SIGN SHALL BE THE SUM OF THE LETTERS/NUMBERS PLUS 3/4" EACH END. SIGNS DESIGNATED FOR INSTALLATION ON THE OUTSIDE, IN OPEN AREAS, OR LOCATED IN A PROTECTED AREA THAT IS SUBJECT TO DIRECT SUNLIGHT, SHALL BE UV RATED, DESIGNATED AND MANUFACTURED TO BE EXPOSED TO THE ELEMENTS. SUBMITTAL DATA INDICATING THE ABOVE WILL BE REQUIRED. LABELS SHALL ALSO INCLUDE THE ROOM NUMBER, CORRESPONDING AIR HANDLER LOCATION OR AREA SERVED TO ASSIST IN THE DETERMINATION OF THE SERVICE LOCATION OF SAID EQUIPMENT. 24. ALL WALL MOUNTED TEMPERATURE SENSORS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 4'-0" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE WALL MOUNTED THERMOSTAT SHALL BE COORDINATED WITH THE OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF THERMOSTAT SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT OR HIS REPRESENTATIVE IN THE FIELD. WHEN INSTALLED ON EXTERIOR WALLS, PROVIDE AN INSULATED SUB -BASE. 25. RETAIN THE SERVICES OF A NEBB AND/OR AABC CERTIFIED TEST AND BALANCE AGENCY TO PERFORM FINAL TESTING AND BALANCING OF ALL HVAC SYSTEMS. RECORD ALL DATA ON STANDARD "AABC" OR OTHER APPROVED FORMS, AND SUBMIT TO THE ARCHITECT FOR REVIEW. 26. PROVIDE SCHEDULE 40 STEEL PIPE SLEEVES FOR REFRIGERANT AND CONDENSATE DRAIN LINES PENETRATING EXTERIOR WALLS. NEATLY SEAL VOIDS AROUND PIPING WITH A WEATHER TIGHT PERMANENT NON -SHRINKING SEALANT. 27. REFRIGERANT LINES SHALL BE SIZED AS PER THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. PROVIDE SIZING AND ACCESSORY DATA WITH THE EQUIPMENT PACKAGE SUBMITTAL. PIPING IS TO BE FILLED WITH DRY NITROGEN WHILE SOLDERING. TEST, CLEAN, AND DEHYDRATE PIPES AND PROVIDE CHARGE OF REFRIGERANT AS PER EQUIPMENT MANUFACTURER'S RECOMMENDATION. PROVIDE ALL NECESSARY VALVES, TRAPS, FILTER/DRYERS, SIGHT GLASS, ETC. AS REQUIRED FOR A COMPLETE AND READY TO OPERATE INSTALLATION. INCLUDE ACCESSIBLE SERVICE FITTINGS. 28. ALL REFRIGERANT PIPING SHALL BE INSULATED WITH 3/4" THICK SEAMLESS CLOSED CELL RUBBER PIPE INSULATION. INSULATION EXPOSED TO THE OUTSIDE ENVIRONMENT SHALL BE PAINTED WITH TWO COATS OF UV -RESISTANT WHITE ARMAFLEX PAINT. 29. EQUIPMENT SERVICE ACCESS PROVIDE ADEQUATE SERVICE SPACE AROUND AIR HANDLING UNITS, ELECTRIC HEATERS AND THE PULL SIDE OF FILTERS. SERVICE AREA SHALL BE CLEAR OF DUCTS, PIPES, CONDUITS, WALL STUDS, CEILING HANGERS, AND ANY OTHER CONSTRUCTION APPURTENANCE. 30. PROVIDE A 26 GA GALVANIZED SHEET METAL PLATE TO COVER PIPING ON WALL. PAINT TO MATCH WALL COLOR AND AS DIRECTED BY THE ARCHITECT. 31. ROOFING WORK IN THESE BUILDINGS SHALL MATCH EXISTING AND WORK SHALL BE PERFORMED BY AN AUTHORIZED ROOFING CONTRACTOR. ON BONDED ROOFS, ALL ROOFING WORK REQUIRED FOR THE INSTALLATION OF THE NEW UNITS SHALL BE RECERTIFIED BY COMPANY HOLDING THE BOND ON THE ROOF. THE ROOFING CONTRACTOR TO REVIEW THE OWNER(S) AND BONDING COMPANY(S) POLICIES, ROOF BONDING (WHEN APPLICABLE) ETC. BEFORE ANY ROOFING WORK IS COMPLETED, REMOVE ALL EXISTING ROOF EQUIPMENT SUPPORTS DOWN TO THE STRUCTURE THAT WILL NOT BE USED ON THE NEW INSTALLATION. 32. ALL AIR HANDLING UNITS SHALL BE PROVIDED WITH A MINIMUM 24 GAGE GALVANIZED STEEL SECONDARY DRAIN PAN. PAN SHALL BE THREE INCHES DEEP AND EXTEND A MINIMUM OF FOUR INCHES PAST THE AIR HANDLER IN ALL DIRECTIONS. THE PAN SHALL BE PROVIDED WITH A FLOAT SWITCH WIRED TO SHUT DOWN THE SYSTEM WHEN WATER IS DETECTED. ALL COMPONENTS OF THE AIR HANDLER AND PIPING SUBJECT TO CONDENSATION SHALL BE PROTECTED BY THE PAN. 33. PROVIDE A MANUAL AND A MOTORIZED DAMPER IN ALL OUTDOOR AIR INTAKE DUCTS. MOTORIZED DAMPER SHALL BE WIRED TO OPEN AFTER A ONE HOUR DELAY (ADJUSTABLE) WHEN AIR HANDLER IS ENERGIZED AND TO CLOSE WHENEVER AIR HANDLER IS DE -ENERGIZED, OR AS DETAILED IN THE CONTROLS DRAWINGS AND SEQUENCES. ALL EXHAUST AIR FANS SHALL BE INTERLOCKED WITH THE MOTORIZED DAMPER SUCH THAT THE FANS OPERATION IS PROHIBITED IF THE OUTSIDE AIR DAMPER IS CLOSED. REFER TO CONTROL SECTIONS FOR FURTHER REQUIREMENTS AND SCHEDULING. THE MANUAL DAMPER IN THE OUTSIDE AIR INTAKE DUCT SHALL BE USED FOR BALANCING THE OUTDOOR AIR FLOW. 34. ACCESS PANELS THAT MAY BE REQUIRED FOR INSPECTION OF DUCTWORK, PIPING, DUCT MOUNTED DEVICES OR PIPE MOUNTED DEVICES SHALL BE PROVIDED. REFER TO THE ARCHITECTURAL CONTRACT DOCUMENTS FOR DOOR SPECIFICATIONS. 35. ALL NEW DUCTWORK SHALL NOT BE STORED IN UNCLEAN AREAS. PROTECT ALL DUCTWORK FROM DUST AND DEBRIS WHILE IT IS STORED ON SITE. WHILE UNDER CONSTRUCTION, ALL INSTALLED DUCTWORK SHALL BE TEMPORARILY SEALED WITH VISQUEEN PRIOR TO TEST AND BALANCE IN ORDER TO LIMIT ACCUMULATION OF CONSTRUCTION DUST INSIDE DUCTWORK SYSTEM. CODE CRITERIA NOTE: ALL CODES SHALL COMPLY WITH THE FLORIDA STATUES 69A-3.012 AND THE STATE FIRE MARSHALLS RULE THIS LIST IS NOT INCLUSIVE OF ALL CODES AND STANDARDS THAT MAY OR MAY NOT APPLY TO THIS PROJECT. *FLORIDA BUILDING CODE (FBC) 2010 - ALL SECTIONS *FLORIDA ENERGY EFFICIENCY CODE - FBC 2010 FLORIDA ENERGY CODE SOFTWARE: ENERGYGAUGE SUMMIT VERSION 4.00 *FLORIDA FIRE PREVENTION CODE 2010 *FLORIDA AMERICANS WITH DISABILITIES ACCESSIBILITY IMPLEMENTATION ACT (2010) AS DESCRIBED IN ACCESSIBILITY REQUIREMENTS MANUAL, DEPARTMENT OF COMMUNITY AFFAIRS NATIONAL FIRE PROTECTION ASSOCIATION (NFPA): *NFPA-70 (2008) NATIONAL ELECTRICAL CODE *NFPA-72 (2007) NATIONAL FIRE ALARM CODE *NFPA-90A (2009) STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS *NFPA-90B (2009) STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS. INC. (ASHRAE): *ASHRAE GUIDELINE 4-2008 - PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS *ASHRAE STANDARD 6Z1-2010 AND APPROVED ADDENDA - VENTILATION FOR ACCEPTABLE INDOOR AIR QUALITY *ASHRAE STANDARD 126-2000 - METHOD OF TESTING HVAC AIR DUCTS HVAC DESIGN CRITERIA LOCATION ZEPHYRHILLS, FLORIDA OUTDOOR 'F TEMP DB/WB SUMMER INDOOR TEMP 'F DB B WINTER INDOOR TEMP 'F DB SUMMER WINTER 75/63 70 91/80 36 FLOOR INSULATION R=0 WALL INSULATION R=13 LOAD ROOF INSULATION R=30 CRITERIA WINDOW TYPE U-VALUE = 05 SHADING COEFF. = 0.5 NOTES 1. THE NOTES SHOWN ON THIS SHEET APPLY TO GENERAL CONDITIONS OF HEATING, VENTILATING AND AIR CONDITIONING WORK REQUIRED FOR THIS PROJECT. 2 SPECIFICATIONS, PROJECT MANUALS AND DRAWINGS, REFER TO THIS SHEET FOR APPLICABLE REFERENCES. 3. THE DESIGN DRAWINGS OF ALL CATEGORIES AND TRADES (ARCHITECTURAL, STRUCTURAL, PLUMBING, MECHANICAL, HEATING, VENTILATING AND AIR CONDITIONING AND ELECTRICAL) AND ALL SPECIFICATIONS AND SHOP DRAWINGS MUST BE COORDINATED AND BE VIEWED IN CONNECTION AND CONJUNCTION WITH EACH OTHER TO INSURE THE PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. MAKE PARTICULAR NOTE OF LOCATIONS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. 4. TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH SECTION 105.13.4.4 OF THE FLORIDA BUILDING CODE AND 633 FLORIDA STATUTES. DRAWING INDEX M-0 HVAC LEGEND, NOTES, AND SYMBOLS M-1 HVAC FLOOR PLAN M-2 HVAC DETAILS M-3 HVAC SCHEDULES M-4 HVAC SCHEDULES AND CONTROLS CONSULTING ENGINEERING ASSOCIATES, INC. SM WNN HIGHWAY TAMPA. FLORIDA 33626 PHONE: (613) 448-0=5 ® OOOD 62 PROJECT NUMBER: 14021 COPYRIGHT ® 2014 CONSULTING ENGINEERING ASSOCIATES, INC. 'Wily 'Fil 1 architect SONIA FUEREDI DESIGN ' 2860 WILTSHIRE DRIVE , DECATUR, GA 30030 ; plumbing & electrical HUGO MADRIGAL, PE 4911 MOLAKAI DR NAPLES, FL 33412 mechanical CONSULTING ENG. ASSOCIATES, INC. 8365 Gunn Highway Tampa, Florida 33626 RTD general contractor RTD CONSTRUCTION, Inc 5344 9th Street ZeDhvrhills. Florida 33542 Oz UILL LL J J z Z 00_ W Q U N > 0 W z ZILU - W W Q Z = W O c C � UUz LL 0 M LL O i- 0 00 M PROJECT NO: 2014-001 DATE: 04/24/14 REVISIONS I WELLS, III, F 0049347 M-0 Office S-1 (01 280 100 R-1 250 22X22 S-1 10,235 100 R-1 210 N 22X22; I ' Q 0 R-1 _ 135 22X22 -- — - 110 v._.._ 80 CV i S-1 i 155 80 � f S-1 155 80 LI R-1 220X0221 1 100 z VAV-1-3 W 80 a TYPICAL R-1 135 —�, 22X22 --- X VAV-1-4t, 110 w TYPICAL O1R00 i 80 22X22 X S-1 o 100 �F)4v -- - _— � S-1 155 80 S-1 155 80 S-1 160 80 R-1 (L�_ _ 80 135 22X22 I V- -4 S-1 110 Qfi 80 110 rVA V-1-5A -"-' It CA ICI 0 � me , X N cfl 960 22X22 I ; S-1 ' 40� Room N"15 VAV-2-2 EF-2-1 S-1 215 100 EF-2-3 IHVAC FLOOR PLAN SCALE: 3/16" = 1'-0" _. L ____.___ S-1 _ _ 180 0 I 475 475 120 S-1-lI 12/ 215 100 400 VAV-2-5 22X22 AHU-2 rIr I S5 2 8X6 AV-2-9 n 12 11 TYPICAL 5 115 VAAV-3-1 22X22 T-1 S-1 TYPICAL 180 140 S-1 190 80 VAV-3-3 >9 S-1 190 80 ❑© 9 9 S-2 35 8X6 - HVAC CODED NOTES: ❑1 DUCT SIZE TO DIFFUSER TO MATCH DIFFUSER NECK, TYPICAL. �2 DUCTWORK TO BE ROUTED THROUGH EXISTING WOODEN ROOF TRUSSES. COORDINATE EXACT ROUTE WITH EXISTING CONDITIONS AND PROVIDE ALL OFFSETS AS REQUIRED, TYPICAL. ❑3 CONDENSATE TO TERMINATE AT GREEN SPACE, 12" AWAY FROM THE BUILDING AND 6" ABOVE FINISHED GRADE. ® MOUNT BOTTOM OF INDOOR UNIT 8'-0" ABOVE FINISHED FLOOR. �5 PROVIDE 26 GA. REMOVABLE SHEET METAL COVER AROUND CONDENSATE AND REFRIGERANT PIPING. SEAL WEATHER TIGHT. TREAT METAL TO ACCEPT PAINT AND PAINT TO MATCH EXTERIOR WALL COLOR OR AS SPECIFIED BY ARCHITECT. © PROVIDE 26 GA. REMOVABLE SHEET METAL COVER AROUND CONDENSATE AND REFRIGERANT PIPING EXPOSED IN IT SERVER ROOM. TREAT METAL TO ACCEPT PAINT AND PAINT TO MATCH WALL COLOR OR AS SPECIFIED BY ARCHITECT. �7 PROVIDE 4' THICK CONCRETE PAD FOR CONDENSING UNIT. PAD TO EXTEND A MINIMUM OF 12' AROUND ALL SIDES OF UNIT. PROVIDE 1' NEOPRENE PADS BELOW CONDENSING UNIT SUPPORTS. SECURE THE CONDENSING UNIT TO THE CONCRETE PAD WITH FOUR (4) FOUNDATION (M10<W3/8>) BOLTS WITH WASHERS AS PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. ® PROVIDE ALUMINUM GRAVITY INTAKE EQUAL TO GREENHECK MODEL GRSI WITH 18' INSULATED ROOF CURB AND ALUMINUM BIRDSCREEN FOR OUTSIDE AIR INTAKE. PROVIDE MODEL SIZE 10 FOR AHU-1, MODEL SIZE 12 FOR AHU-2, AND MODEL SIZE 8 FOR AHU-3. COORDINATE EXACT LOCATION WITH THE EXISTING STRUCTURE AND MAINTAIN A 10'-0' MINIMUM DISTANCE FROM ALL PLUMBING VENTS. ❑9 EXHAUST AIR TO TERMINATE AT 12X6 SOFFIT VENT. PROVIDE 12' DEEP EXTERNALLY INSULATED PLENUM BOX ON BACK SIDE OF SOFFIT VENT FOR DUCT CONNECTION. MAINTAIN A 1W-0' MINIMUM DISTANCE FROM ALL OPERABLE OPENINGS INTO THE BUILDING. 10 PROVIDE SYSTEM CONTROLLER WITH TOUCH SCREEN INTERFACE EQUAL TO enteliTOUCH MODEL eTCH-7E. 11 PROVIDE 4' THICK CONCRETE PAD FOR CONDENSING UNIT. PAD TO EXTEND A MINIMUM OF 12' AROUND ALL SIDES OF UNIT. REFER TO DETAIL MD-0444 ON SHEET M-2 FOR ADDITIONAL REQUIREMENTS. 12 COORDINATE EXACT LOCATION OF CONDENSING UNIT(S) WITH EXISTING CONDITIONS. MAINTAIN A 3'-0' MINIMUM DISTANCE FROM THE FACE OF ELECTRIC GEAR AS PER NEC REQUIREMENTS. architect SONIA FUEREDI DESIGN 2860 WILTSHIRE DRIVE DECATUR, GA 30030 plumbing & electrical HUGO MADRIGAL, PE 4911 MOLAKAI DR NAPLES, FL 33412 mechanical CONSULTING ENG. ASSOCIATES, INC. 8365 Gunn Highway Tampa, Florida 33626 general contractor RTD CONSTRUCTION, Inc 5344 9th Street ZeDhvrhills. Florida 33542 c U O L.L Z vi L Z Z 0Oz W Q U N > 0z W z F- LLJ C) Q �W// I..l_ Z = W O o U U z LL 0 DD L CD0 � PROJECT NO.- 2014-001 DATE: 04/24/14 REVISIONS CONSULTING ENGINEERING ASSOCIATES, INC. 8365 GUNN HIGHWAY TAMPA. FLORIDA 33626 PAHONE: (813) 448-0225 EB 00003962 qF PROJECT NUMBER: 14021 17 COPYRIGHT C 2014 CONSULTING ENGINEERING ASSOCIATES, INC. Q� N. WELLS, III, P E 0049347 EXHAUST FAN - CEILING MOUNTED ATTACH TO I BUILDING STRUCTURE I PROVIDE A MINIMUM �y OF FOUR ANGLES OR FACTORY MOUNTING I I I I BRACKET(S) FOR ING ROD 1/4' THREADED ROD. i i ATTACHMENT. VERIFY VERIFY WITH FAN MANUFACTURER FOR FAN WEIGHT. I I I I I I EXHAUST I I I FAN I I I PROVIDE RUBBER IN I I SHEAR ISOLATORS FOR ALL FANS I I I I BETWEEN 160 LBS. I AND 300 LBS FOR FANS UNDER 160 LB& _ ♦♦---- --------------- PROVIDE ISOLATOR BUSHINGS AT ROD/FAN INTERFACE PROVIDE DUCT FACTORY CEIUNG GRILLE TRANSITION AS REQUIRED. ♦ CEIUNG AIRFLOW NOT EXHAUST DUCT. FAN TO BE DIRECTLY SUPPORTED REFER TO HVAC FROM BUILDING STRUCTURE ABOVE FLOOR PLANS AND NOT FROM CEIUNG. FOR SIZE AIRFLOW CONSULTING ENGINEERING ASSOCIATES, INC. I REV: 12-28-04 MD4446 FIVE -SIDED RETURN GRILLE PLENUM BOX TURNING VANES PAINT INSIDE OF E WITH TWO COATS FLAT BLACK PAINT :TURN DUCT TO CONNECT TO )P OR SIDE OF FIVE -SIDED ENUM BOX REFER TO FLOOR ANS FOR SIZE PROVIDE FIVE -SIDED, EXTERNALLY INSULATED PLENUM BOX FOR RETURN DUCT CONNECTION TO GRILLE --------------- iETURN GRILLE REFER TO AIR NICE SCHEDULE :ICING GRID. ♦T/ AIRFLOW CONSULTING ENGINEERING ASSOCIATES, INC. I REV: 12-28-04 1 MD-05M CONDENSING urn ON GRADE i PROVIDE CONDENSER FAN GUARD ALL SCREWS SHALL BE #14 GASKETED WASHER STAINLESS STEEL SCREWS. CONDENSING UNIT PROVIDE CONDENSER COIL GUARDS �— PROVIDE CONTINUOUS 16 GAUGE STAINLESS STEEL STRAPS (THREE PER SIDE) 1' THICK NEOPRENE PADS) 4' THICK CONCRETE PAD TO EXTEND A MINIMUM OF 1'-0' AROUND ALL SIDES OF UNIT. CONSULTING ENGINEERING ASSOCIATES, INC. i REV: FLEXIBLE DUCT INSTALLATION 6 CONICAL SPIN -IN FITTING WITH VOLUME EXTRACTOR AND BALANCING DAMPER MAXIMUM FLEXIBLE DUCT LENGTH IS 6 FEET. THE TOTAL EXTENDED LENGTH SHALL NOT EXCEED 59b OF THE MINIMUM REQUIRED LENGTH FOR THAT RUN. FLEXIBLE DUCTS SHALL BE INSTALLED FULLY EXTENDED. WHERE DUCT RUNOUT EXCEEDS 6 FEET, RIGID ROUND DUCT WITH EXTERNAL INSULATION SHALL BE USED ON DISTANCE OVER 6 FEET. AIR TIGHT SEAL DUCT PANDUIT DUCT FASTENING OR EQUAL F— SUSPEND ELBOW FROM STRUCTURE AIR TIGHT SEAL DUCT STRAP. PANDUIT DUCT FASTENING STRAP OR EQUAL .00e DRAW BANDS TIGHT WITHOUT CRUSHING DUCT, TRIM BANDS AFTER TIGHTENING PROVIDE A HANGER STRAP NEAR ELBOW TO PREVENT DUCT FROM COLLAPSING. ! INSULATED FLEXIBLE DUCT 1-W INSULATION WITH VAPOR BARRIER COVERING TOP SIDE OF DIFFUSER FROM NECK TO CEILING AND SEALED TO DUCT INSULATION. CONSULTING ENGINEERING ASSOCIAT2% INC. I REV: CONDENSATE DRAW PIPING PENETRATION THROUGH EXTERIOR WALL 1/4' MAXIMUM ANNULAR CLEARANCE BETWEEN PIPE AND SLEEVE SEAL VOID AROUND PIPING WITH 3M FIRE SAFING OR FIRE PUTTY. TOP FIRE SAFING/PUTTY WITH SIUCONE CAULK ON BOTH INTERIOR AND EXTERIOR SURFACES TO ENSURE A WATER -TIGHT SEAL —, CONDENSATE DRAIN LINE AND INSULATION CONSULTING PROVIDE SCHEDULE 40 STEEL SLEEVE FLUSH WITH INTERIOR AND EXTERIOR OF WALL REFER TO PROJECT SPECIFICATIONS FOR CONDENSATE PIPING AND INSULATION MATERIALJSIZES I Na I REV: 12/29/04 I MD-0826 AIR HANDLING UNIT SUPPORT - FLOOR MOUNTED — TURNING VANES RETURN AND/OR OA SUPPLY / DUCT DUCT DUCT ELBOW TO BE A MINIMUM OF TWO FAN DIAMETERS IN DISTANCE FROM TOP OF UNIT. AHU FAN SECTION. ENSURE PROVIDE 4' FLEXIBLE FAN IS ROTATED AS CONNECTOR AT REQUIRED FOR DUCT SUPPLY, RETURN AND CONNECTION. OUTSIDE AIR DUCT CONNECTIONS. COIL SECTION FILTER SECTION TURNING VANES------\ CONTRACTOR TO CONSTRUCT GALVANIZED STEEL FRAME UNDER UNIT FOR SUPPORT. USE 'SIMPLE' FRAMING PROCEDURES. SIZE APPROPRIATELY FOR UNIT WEIGHT. PAN TO EXTEND A CONDENSATE MINIMUM OF 4' PAST TOINGAH. REFER U UNIT IN ALL DIRECTIONS. 2! CONDENSATE 2 r DRAIN PIPING 3' DEEP SECONDARY ZD DETAIL DRAIN PAN PROVIDE FIVE SIDED, EXTERNALLY INSULATED PLENUM BOX ON BOTTOM OF FLOAT SWITCH AHU FOR RETURN AND/OR OUTSIDE AIR DUCT CONNECTION. BOX TO BE A MINIMUM OF 8' AFF. SIZE BOX PER UNIT DIMENSIONS AND RETURN 1' THICK NEOPRENE PAD DUCT/OUTSIDE AIR DUCT SIZE REQUIREMENT& CONSULTING ENGINEERING ASSOCIATES, INC. REV: 09-10-04 1 MD-0443 RECTANGLAR DUCT HANGERS MINIMUM SIZES MAXIMUM PAIR AT PAIR AT PAIR AT PAIR AT HALF OF 10 FT. SPACING 8 FT. SPACING 5 FT. SPACING 4 FT. SPACING DUCT PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD P 2 = 72' 1' x 22 GA. 1/4' 1' x 22 GA. 1/4' 1' x 22 GA. 1/4' 1' x 22 GA. 1/4' P 2 = N. 1' x 18 GA. 3/8' V x 20 GA. 1/4' 1' x 22 GA. 1/4' 1' x 22 GA. 1/4' P = 120' 2 1' x 16 GA. 3/8' 1' x 18 GA. 3/8' 1' x 22 GA 1/4' 1' x 22 GA. 1/4' P = 168' 2 b5' x 16 GA. 1/2' 1' x 16 GA. 3/8' 1' x 18 GA W 1' x 18 GA 3/8' P = 192' 2 1/2' 1,W x 16 GA 1/2' 1' x 16 GA W 1' x 16 GA 30 P = 193' UP 2 SPECIAL ANALYSIS REQUIRED WHEN STRAPS ARE LAP JOINED SINGLE HANGER USE THESE MINIMUM FASTENERS: MAXIMUM ALLOW. LOAD 1' x 14 20,22 GA - TWO #10 1' x 22 GA. - 260 LBS. 1/4 DIA. 270 LBS. 1' x 16 GA - TWO 1/4' DIA 1' x 20 GA - 320 LB& 3/8 DIA 680 LB& 1a' x 16 GA - TWO $0 DIA 1' x 18 GA - 420 LBS V2 DIA 1250 LBS. PLACE FASTENERS IN SERIES, 1' x 16 GA - 700 LBS. 5/8 DIA 2000 LBS. NOT SIDE BY SIDE 15' x 16 GA - 1100 LBS. 3/4 DIA 3000 LBS NOTES:- 1. DIMENSIONS OTHER THAN GAGE ARE IN INCHES 2 TABLES ALLOW FOR DUCT WEIGHT, Ob LB/SF INSULATION WEIGHT & NORMAL REINFORCEMENT AND TRAPEZE WEIGHT, BUT NO EXTERNAL_ LOADSI & CONSULT AISI UGHT GAGE STEEL DESIGN MANUAL AND AISC STEEL CONSTRUCTION MANUAL FOR CRITERIA FOR DESIGN OF OTHER HANGERS. 4. STRAPS ARE GALVANIZED STEEL; OTHER MATERIALS ARE UNCOATED STEEL. 5 ALLOWABLE LOADS USTED ASSUME THAT DUCTS ARE 16 GA MAXIMUM CONSULTING ENGINEERING ASSOCIATES, INC. I REV: 08-07-01 1 MD-0611 REFRIGERANT PIPING EXTERIOR WALL COVER 6 PIPING TO AIR HANDLER SIZE REFRIGERANT PIPING PER MANUFACTURERS SPECIFICATION& .,— ROOF SEAL CONNECTION OF SHEET METAL COVER TO ROOF OVERHANG SOFFIT WITH SIUCONE CAULK PROVIDE A 26 GAUGE, 3-SIDED, REMOVABLE, GALVANIZED SHEET METAL BOX TO COVER INTERIOR PIPING ON EXTERIOR WALL PAINT TO SPACE MATCH FINISHED EXTERIOR WALL COLOR PAINT ALL EXPOSED REFER TO CONDENSING PIPING INSULATION UNIT DETAIUS). WITH TWO COATS OF WHITE ARMAFLEX PAINT. ----------I GRADE 12' MAXIMUM SECURE REFRIGERANT PIPING TO CONCRETE PAD PRIOR TO CONNECTION TO CONDENSING UNIT. SEAL UNDERSIDE OF SHEET METAL COVER WITH EXPANDING FOAM INSULATION. TRIM EXCESS TO PROVIDE A NEAT AND CLEAN APPEARANCE EXTERIOR WALL CONSULTING ENGINEERING ASSOCIATES, INC. I REV: 12/28/04 I MD-0824 AHU CONDENSATE DRAIN PIPING SLOPED DRAIN PAN PROVIDED WITH UNIT CONDENSATE DRAIN CONNECTION TO UNIT PVC CLEANOUT PLUG SCHEDULE 40 PVC — TOTAL A VIDEEPSEALTRAP HEIGHT MUST EQUAL OR OFEXCEED TOTAL COIL TRAP BSTATIC PRESS (4' MIN)HANICA REFER TO MECL DRAWING& r POSITIVE STATIC PRESSURE (BLOW-THRU) A= AT LEAST ONE(1) INCH PLUS CASING STATIC PRESSURE B= AT LEAST ONEW INCH TOTAL HEIGHT OF TRAP-- A4"I5 x PIPE DIA) NEGATIVE STATIC PRESSURE (DRAW-THRUI A= ONE HALF (1/2) B B= AT LEAST ONE (1) INCH PLUS CASING STATIC PRESSURE TOTAL HEIGHT OF TRAP-- A+EW15 x PIPE DIA) CONSULTING ENGINEERING ASSOCIATE: sric,Le DUCT vnv TERMINAL L—ON UNITS ABOVE CEIUNGS OR ON SECOND LEVEL AND ABOVE PROVIDE A SECONDARY DRAIN PAN (MINIMUM 3' DEEP AND 4' PAST UNIT IN ALL DIRECTIONS PAN SHALL HAVE FLOAT SWITCH WIRED TO SHUT DOWN UNIT IN THE EVENT OF WATER IN PAN. INC. REV:09-24-01 MD-0211 NO VAV BOX TO BE DIRECTLY SUPPORTED BY BUILDING STRUCTURE AND NOT CONNECTING DUCTWORK OR CEIUNG AIRFLOW ATTACH TO BUILDING STRUCTURE 1 I HANGER STRAPS SIZED PER I I SMACNA VERIFY WITH VAV I I MANUFACTURER FOR UNIT WEIGHT. \ ; I PROVIDE A MINIMUM OF FOUR �I ANGLES OR FACTORY I I MOUNTING BRACKET(S) FOR I PROVIDE DUCT TRANSITION AS HANGER STRAP ATTACHMENT. I REQUIRED. ♦_ ♦_ ---------------------- I I \ PROVIDE SERVICE ACCESS 1 I \\ FOR CONTROL BOX f I I I `SECTION AS REQUIRED. I REFER TO I j MANUFACTURERS ♦ I I 1 SPECIFICATION& ♦ I I I ---- \ ----- iT ----- —� AIRFLOW i \ I --/------------------`Y'♦ REFER TO VAV SCHEDULE FOR HIGH PRESSURE SUPPLY DUCT SIZE DUCT SHOULD NOT MAKE ANY SEVERE TRANSITIONS OR TURN& CONSULTING ENGINEERING ASSOCIATES, INC. I REV: 12-28-04 1 MD-0448 architect SONIA FUEREDI DESIGN 2860 WILTSHIRE DRIVE DECATUR, GA 30030 plumbing & electrical HUGO MADRIGAL, PE 4911 MOLAKAI DR NAPLES, FL 33412 mechanical CONSULTING ENG. ASSOCIATES, INC. 8365 Gunn Highway Tampa, Florida 33626 general contractor RTD CONSTRUCTION, Inc 5344 9th Street Zephvrhills, Florida 33542 BULL Oz- LL J Z Z 00� W Q U IV > 0 W z Z I-Uj W/ C) Q 1..` Z W0 U0zz LL 00 0 W 00 M PROJECT NO: 2014-001 DATE: 04/24/14 REVISIONS CONSULTING ENGINEERING _ ASSOCIATES, INC. 8365 GUNN HIGHWAY TAMPA, FLORIDA 33626 PHONE. (613) 448-0225 EB OO003N2 PROJECT NUMBER: 14021 COPYRIGHT ® 2014 / CONSULTING ENGINEERING ASSOCIATES, INC. j-� 0 00 3 60 38 k(o,�l�'A�e- t?, 2(yo 0