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ABBREVIATIONS: AP ACCESS PANEL AB ANCHOR BOLT AC. ACCOU5TIC ALUM. ALUMINUM ALT. ALTERNATIVE ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR APPROX. APPROXIMATELY ARCH. ARCHITECTURAL BLK. BLOCK (ING) BM. BEAM BLDG. BUILDING B.M. BENCHMARK BOT. BOTTOM ERG. BEARING CAB. CABINET CB CHALKBOARD CONN. CONNECTION (TION) COORD. COORDINAT (TION) CLG./ CLNG. CEILING COL. COLUMN CONIC. CONCRETE C.J. CONTROL JOINT C.L. CENTER LINE CONST. CONSTRUCTION CONT. CONTINUOUS CONTK. CONTRACTOR C.G. CORNER GUARD CPT. CARPET C.T. / CER. T. CERAMIC TILE C.W. CASEWORK DEMO DEMOLITION DTL. DETAIL DIM. DIMEN51ON DN. DOWN D.S. DOWNSPOUT DWG. DRAWING EA. EACH E.J. EXPANSION JOINT E.1.F.5. EXTERIOR INSULATED FINISHING SYSTEM EL. / ELEV. ELEVATION ELEC. ELECTRICAL EQ. EQUAL E.T.R. EXISTING TO REMAIN EWC ELECTRIC WATER COOLER EXIST. EXISTING EXP. EXPANSION EXT. EXTERIOR F.C.B. FIBER CEMENT BOARD F.V. FIELD VERIFY F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.D. FLOOR DRAIN F/F FINISH TO FINISH FIN. FINISH F.L. FLOW LINE FL. / FLR. FLOOR FR. FRAME FTG. FOOTING FDTN. FOUNDATION GA GAUGE GALV. GALVANIZED GL. GLA55 G.B. / GYP. BD. GY5UM BOARD H.B. HARDBOARD HT. / H6T. HEIGHT H.C. / HANDI. HANDICAP H.M. HOLLOW METAL HOKIZ. HORIZONTAL H.W. HARDWOOD I.D. INSIDE DIAMETER IN5UL. INSULATION INT. INTERIOR JT. JOINT LAM. LAMINATED LT. WT. LIGHT WEIGHT MA5. MASONRY MAX. MAXIMUM M.B. MARKER BOARD M.C. MEDICINE CABINET M.O. MASONRY OPENING MET. METAL MFR. MANUFACTURER MIN. MINIMUM MISC. MI5CELANEOU5 MAT. MATERIAL N.I.C. NOT IN CONTRACT N.T.5. NOT TO SCALE NO.# NUMBER O.A. OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER O.F.CJ. OWNER FURNISHED CONTRACTOR INSTALLED O.F.O.I. OWNER FURNISHED OWNER INSTALLED OPNG. OPENING OPH. OPPOSITE HAND PL. PLATE PLAS. PLASTER PWD PLYWOOD PTN. PARTITION Q.T. QUARRY TILE R.A. RETURN AIR K. RISER REINF. REINFORCE KEQ'D REQUIRED REV. REVERSE RM. ROOM R.C. ROOF CURB R.D. ROOF DRAIN KTU ROOF TOP UNIT S.A. SUPPLY AIR SHT. SHEET SPEC. SPECIFICATION SQ. SQUARE SECT. SECTION S.C. SOLID CORE/5EALED CONC. S.T. STEEL TUBE 5TL. STEEL 5U5P. SUSPENDED 5TKUCT. STRUCTURAL SIM. SIMILAR SNT. SEALANT T.B. TOWEL BAR T.C. TOP OF BURG TERR. TERRAZZO T*G TONGUE AND GROOVE T.G. TEMPERED GLA55 THRESH. THRESHOLD T.O.C. TOP OF CONCRETE T.O.M. TOP OF MASONRY T.P. TOILET PAPER DISPENSER T.R. TOWEL RING TR. TREAD T.S. TACK SURFACE T.W. TOP OF WALL TYP. TYPICAL TERM. TERMINATE U.N.O. / U.O.N. UNLESS NOTED OTHERWISE V.C.T. VINYL COMPOSITE TILE VERT. VERTICAL W/ WITH W/O WITOUT WD. WOOD W.G. WIRE GLASS W.P. WATER PROOFING W.W.F. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH Client: Metro Development 2502 N Rocky Point Drive Tampa, Florida 33607 Phone: 813-288-8078 Zephyr Lakes Pavilion Pasco County, Florida Architect: BSB Design, Inc. 100 Main Street Suite 209 Safety Harbor, Florida 34695 Phone: 813-265-4808 SYMBOL LEGEND: +9`0" ELEVATION LINE A.F.F. ROOM 200 ROOM NAME 4 NUMBER E DTL. NUMBER A401 �- SHEET NUMBER 20 I DOOR DESIGNATION GED QWALL TYPE OWINDOW TYPE NOTE: REFER TO 51TE PLAN, REFLECTED CEILING PLAN, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL MATERIALS LEGEND AND SYMBOLS. MATERIALS LEGEND: TOP501 L BACKFILL CONTROLLED ENGINEERED FILL ® GRANULAR FILL ® CONCRETE MASONRY • ° CONCRETE STONE ® BRICK ® STRUCTURAL STEEL 2 3 A201 ELEVATION I A501 SECTION Structural Engineer: Integral Engineering, Inc. 16704 Tobacco Road Lutz, FL 33558 Phone: (813) 908-0402 V CPT FLOOR FINISH REFER TO FLOOR PLAN AND SECTIONS FOR SPECIFIC PARTITION TYPES. `` �iiii■�ii oouooi • .ou■soMEMO on MEMO 'JO■■■ ®BAIT OR BLOWN INSULATION 0 GYPSUM WALLBOARD WOOD STUD w/ GYPSUM WALLBOARD GLAZING MEP Enaineer: Emerald Engineering 111 S. Albany Ave. Tampa, FL 33606 Phone: (813) 995-0300 SITE LOCATION MAP Project Locatio PASCO COUNTY, FL. SHEET INDEX ARCHITECTURAL A0.0 COVER SHEET A2.0 FLOOR PLAN & REFLECTED CEILING PLAN A3.0 EXTERIOR ELEVATIONS A3.1 EXTERIOR ELEVATIONS A4.0 ROOF PLAN & PARTIAL PLAN A5.0 BUILDING SECTIONS, INTERIOR ELEVATIONS & ACCESSIBILITY HEIGHTS A6.0 DOOR SCHEDULE, DOOR & WINDOW TYPES, DOOR DETAILS & WINDOW DETAILS A7.0 WALL TYPES A8.0 ARCHITECTURAL DETAILS STRUCTURAL S1.0 FOUNDATION PLAN S2.0 STRUCTURAL FLOOR PLAN S3.0 ROOF FRAMING PLANS S4.0 WALL SECTIONS AND DETAILS SD1 STRUCTURAL SPECIFICATIONS AND NOTES SD2 MASONRY DETAILS SD3 FRAMING DETAILS MECHANICAL M1.1 MECHANICAL PLAN, NOTES, AND SCHEDULES ELECTRICAL E0.1 ELECTRICAL NOTES AND SCHEDULES E1.1 ELECTRICAL POWER PLAN PLUMBING P1.1 PLUMBING GENERAL INFORMATION P1.2 PLUMBING GENERAL INFORMATION P1.3 PLUMBING FLOOR PLANS PROJECT DATA GENERAL INFORMATION PROJECT: LOCATION: OCCUPANCY CLASSIFICATION CONSTRUCTION TYPE: BUILDING HEIGHT- BUILDING AREA: APPLICABLE CODES: ZONING: ZEPHYR LAKES PAVILION PASCO COUNTY, FLORIDA A3/ U VB -NON SPRINKLERED 38' - 0" 4,605 SQ-FT BUILDING: 2017 FBC - BUILDING MECHANICAL: 2017 FBC - MECHANICAL ELECTRICAL: 2017 NEC PLUMBING: 2017 FBC - PLUMBING ACCESSIBILITY: 2017 FBC - ACCESSIBILITY FIRE: FLORIDA FIRE PREVENTION CODE, 5th EDITION IT IS THE INTENT THAT THESE DRAWINGS BE IN CONFORMANCE WITH FLORIDA BUILDING CODE AND ALL APPLICABLE LOCAL, COUNTY, STATE AND FEDERAL CODES, ORDINANCES, LAWS, REGULATIONS AND RESTRICTIVE COVENANTS GOVERNING THE SITE OF WORK. GENERAL NOTES THESE DOC.UMETNT5 ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE COPIED, DUPLICATED, ALTERED, MODIFIED OR REVISED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN APPROVAL OF THE ARCHITECT5. TO THE BEST OF THE ARCHITECTS' KNOWLEDGE THESE CONSTRUCTION DOCUMENT5 ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE BUILDIN6 AUTHORITIES HAVING JaJR1501CTION OVER THE TYPE OF CONSTRUCTION AND OCCUPANCY. IT 15 THE INTENT OF THE ARCHITECT TO DELINEATE THESE DOCUMENTS A5 ACCURATE A5 POSSIBLE FOR THE PURP05E OF GRAPHIC REPRE5ENTATION. DO NOT SCALE THESE DOCUMENTS. THE GENERAL CONTRACTOR 514ALL TAKE FULL RESPONSIBILITY FOR ANY INCORRECT WORK AND ANY REPAIR OF SAID WORK AS A RESULT OF 5GALIN6 THE 0060NIENT5. ALL WORK PERFORMED BY THE 6 ENERAL CONTRACTOR SHALL COMPLY AND CONFORM WITH LOCAL AND STATE BUILDING CODES, ORDINANCES AND RE6ULATION5, ALONG WITH ALL OTHER AUTHORITIES HAVING .URISDIGTION. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO BE AWARE OF THESE REGVIREMENT5 AND GOVERNING RE6ULATION5. THE GENERAL CONTRACTOR SHALL THOROUGHLY REVIEW AND BEGONE FAMILIAR WITH THESE DOCUMENT5. UPON REVIEW, THE GENERAL CONTRACTOR SHALL DOCUMENT AND NOTIFY THE ARCHITECT OF ANY ERRORS, OMISSIONS, DISCREPANCIES AND OR INGON515TENGIE5 PRIOR TO THE START OF ANY PORTION OF THE PROP05ED WORK THE ARCHITEGT5 SHALL REVIEW THE PROPOSED CORRECTIONS AFTER THE RECEIPT OF NOTIFICATION. THE DISCOVERY OF 015CREPANCIE-5 AND OR CONFLICTS AFTER TINE START OF WORK SHALL BE THE FULL RESPONSIBILITY OF THE GENERAL CONTRACTOR TO REPAIR OR REPLACE. THE GENERAL CONTRACTOR SHALL ACCEPT THE PREMISES AS 15, IN ITS CURRENT STATE. THE OWNER SHALL A55UME NO RESPONSIBILITY FOR THE CONDITION OF THE EXI5TIN6 SITE, AND ITS CONTENTS, AT THE TIME OF BIDDING OR THEREAFTER. THE SENERAL. CONTRACTOR SHALL FIELD VERIFY ALL EXI5TIN6 51TE CONDITIONS, ALONG WITH DIMENSION, PRIOR TO THE START OF ANY PORTION OF THE WORK. ALL FINDINGS, D15GREPANGIE5 AND CONG346 SHALL BE BROUGHT TO THE OHNER5 ATTENTION IN WRITTEN FORMAT. THE 6ENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS REPRESENTED ON THESE DOCUMENTS INCLUDING THE WORK AND MATERIAL5 FURNISHED BY THE SUBCONTRAGTOR5 AND DEVIATIONS FROM THESE DOCUMENT5 IN THE CONSTRUCTION PHASE SHALL BE REVIEWED BY THE ARCHITECTS AND THE OWNER PRIOR TO THE START OF WORK IN OUE5TION. ANY DEVIATIONS FROM THESE DOCO-e T5 WITHOUT PRIOR REVIEW, SHALL BE THE 50LE RESPONSIBILITY OF THE 6ENERAL CONTRACTOR IT 15 THE 50LE RE5PON5113ILITY OF THE GENERAL GONTRAGTOR TO DETERMINE ERECTION PROCEDURE, MEANS AND METHODS AND 5EQUENGE OF CONSTRUCTION. THE GENERAL CONTRACTOR 15 RESPONSIBLE TO PRODUCE AND COMPLY WITH AN APPROVED CONSTRUCTION 50IEDU_E ACCEPTABLE TO THE OWNERS EXPECTATION. THE OWNER SHALL FURNISH ANY AND ALL REPORTS RECEIVED FROM THE 6EOTECHNICAL ENGINEER (501L REPORTS) ON THE STUDY OF THE PROPOSED SITE, TO THE ARGHITEGT5, STRUCTURAL ENGINEER AND GENERAL CONTRACTOR IN THE EVENT THE 6EOTEGHNICAL REPORTS DO NOT EXIST, THE 501L CONDITION SHALL BE ASSUMED TO BE A MINIMUM DESIGN 501L PRE55LRE STATED BY THE STRUCTURALLY B46INEER OF RECORDED FOR THE PURPOSED OF STRUCTURAL DE516K GENERAL CONTRACTOR SHALL ASSURE THE 501L CONDITIONS MEET OR EXCEED TH15 CRITERIA. SHOP DRAWING REVIEW AND DI5TRIBUTION, ALONG WITH PRODUCT SUBMITTALS, REQUESTED IN THE GON5TRUGTION DOCUMENTS, SHALL BE THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR, UNLE55 DIRECTED OTHERWISE UNDER A SEPARATE AGREEMENT. THE ARCHITECT SHALL NOT ACCEPT, OR REVIEW ANY REQUEST FOR SHOP DRAWIN6 REVIEW AND OR STAMP WITHOUT THE REVIEW AND STAMP OF THE COAL CONTRACTOR CLEARLY SHOWN ON THE DOCUMENTS. DIMENSION NOTES INTERIOR DIMENSIONS ARE TAKEN EXTERIOR DIMENSIONS ARE TAKEN FROM FACE OF STUD TO FACE OF FROM FACE OF STUD TO INTERIOR STUD UNLESS NOTED OTHERWISE. FACE OF STUD, UNLESS NOTED OTHERWISE j VARIES VARIES r MASONRY DIMENSIONS ARE TAKEN FROM FACE TO FACE OF MASONRY UNIT OR FACE OF MASONRY UNIT u i TO FACE OF STUD UNLESS NOTED OTHERWISE j Z �?W z� T o Z w .0 N Ww< N o Z ao <m; r O z ©Q W L_< < U Q Mw 01 LU <�a N az�o G 0 m N Cz U) 0- W 0�9 U) Cz J d) � Q N N Na) BSB DESIGN www.b8bdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: JN DRAWN: CDE CHECKED: JN COVER 5HEET A0w0 FIBER CEMENT BOARD WRAPPED BEAMS AT V-4" A.F.F. GOMP054TE BEAD BOARD GEILIN6 @ q'-3 1/2" A.F.F., TYP. - - i / FIBER DEMENT FINISHED HEADER AT q'-O" AF.F. Le / o INDICATES 5/8" 6YP. BD. ----- %/ GEILIN6 @ W-3 112" A.F_F., TYP. - -- - - INDICATES 5/8" 6YP. BD. GEILIN6 @ 9'-3 112" A.F.F., TYP. - -- -- P.T. WOOD TRELLI5 EQUAL 517AGI146 u FLAT HEADER WITH FIBER CEMENT VENEER FIBER CEMENT FINISHED HEADER AT 8'-0" A.F.F. FIBER CEMENT OR C-OMP054TE BEAD BOARD GEILIN6 @ 28'-O" A.F.F. AT TOWER �.0 2 I o A5.0 -- COMPOSITE BEAD BOARD _ GEILIN6 @ W-3 112" A.F.F., TYP. 7 INDICATE5 5/8" 6YP. BD. GEILIN6 @ 9'-3 112" A.F.F., P.T. WOOD TRELLI5 EGVAL 5PAGIN6 �I t� NOTE: U tl 5EE ELECTRICAL PRANIN65 FOR 1-161-ITIN6 FIBER CEMENT FINISHED FIXTURES AND LOGATIONS, TYP. HEADER AT 8'-0" A.F.F. Reflected Ceilina Plan 16'-4" 15'-4" 16'-4" I i 5GALE: 3116"=1'-O" FIBER CEMENT BOARD WRAPPED BEAM5 AT 8'-4" A.F.F. --------------- AS.o �' 51M 0. Covered Sitting � 1 \ ! / 0, SAND 5ET PAVERS 102 I I I I 13'-8° ! /! \ \ \ moo,, / \ \ (NO SLAB) 6'-4" I -O 6'-4" I f I I ! I I 6'-4" 1301 5F I' Ou 6-4' ! ! \ \ \ \ \ { / \— \ / Left Wing ; ; . ; ; A5D Right Wing 4'-0" I -4 8 8 _O 14 12'-8" 14 8'-O" i'-8" I `-4" 4'-0" \ Pavilion Pavilion 4ANDVENDIN6 MACHINES d y� HIGH! LOW------- SET PAVERS oL ' 3 BY OTHERS I DWNKIN6 ; ; % AS.o 105 \ \ \ 680 SF (NO SLAB) oq�\0 I DECORATIVE ALUMINUM I ; ' w � 803 5F � A5.0 \ 7 �� W3 — — — — — — — SAND SET PAVERS 6 \,\ / ti FENCE AND 6ATE5. _ — — — — Fj, 7, (NO SLAB) 42" H16H \ \ - - i PROVIDE PANIC fi -�rF 6RANITE 3 15 / \ \ - HARDWARE ON 6ATE5 _ W3 �', 7 COUNTER TOP / \ \ W1 � • PER NFPAIOI: 1222.2.4�rF 42" H16H Men s - ! \ YY3 AND 2014 FFPG 12.1.1 Women s '�' S, 8" GMU WALL5, ' \ \\ 6RANITE �.� 1 I 108 _ k W4 FF 8" TYP. ON 20" X 12" D- I ! 0 \ COUNTER TOP I i08-_----� �____-� 109 109 110 \ \ F ---- FO \ OTIN6 W/ (2) \ \ Family Bar Janitor = Elect. Equip #5°S CONT r '` r; 9 \ 34" H16H I 155 5F 4 —------- 1 k B / - 8 SF "� D5 \ \ GRANITE 107 = ------ ,g„ ; \ 102 / 1 A5.O 6 W2 - 10 A5.0 110 ; \ COUNTER TOP W2 ' \ \ 40 5F D5 W6 A5-0 - - - - - - W8 DS A ' ; 104 P A 1 ' W 1 124 5F O �� = PTD 0 - - • P� 40 5F 124 5F " AS.O W1 �Cl , 9 1 , � � • ' o � 106 ' � P-0 , r� ; - W S,6„ 34" H16H 0 � GRANITE Storage I = w, V / O` o ! g Storage S,o Q� COUNTER TOP O6 Lz, W6 _ _ III , �9 103 5F 3 -4 2 -O 10 -4 3 -4 I PAVERS I 3 -4 10 -4 2 O 3 4 %• �? I = 7 I 151 5F 12 o 0 W8 �` \ \\ I W2 51M W2 51MI Wi W7 i Z / �0 -V \ I A3.1 W8 _ Arbor Main Entry Arbor 36, W1 ,\ ��.k 113 - 0 101 I12 • W1 �' \V 162 5F W5 - '' Aa.o 2qb 5F W5 162 5F 3 51M <' Wi A3.1 � ♦ , A3.( i 1 4`-O" 12'-8" ! 4'-0" INDICATE5 2X FRAME WALL5, 12"x24" GMU PEDESTAL Wf 6"X(6" TAPERED. REFER TO TRELLI5 COLUMNS ABOVE, TYP. ]<W5>yI►5 STRUCTURAL DRAWIN65, TYP. 5-4" 13'-8" 20'-8" ' I3`-8" 5'-4" T i Floor Plan A3.0 SCALE: 3/16"=1 `-0" �m N CIO CIO a� CD 7C) CIO LM Cf)o = YCn Cz J A >4) + Q Q 11#4 N N co-� 1� - 0 N N o BSB 1 DESIGN r www.bsbdesign.com 1® 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: JN DRAWN: CDE CHECKED: JN MAIN FLOOR PLAN }� REFLECTED GEILIN6 PLAN E 0 o- A2mO 1 8T-0• '41TOP PL.A $ +2'-8" TOP OF + +0-0'_ �INiSFI FI SGALE: Mb" ��= I'-0" a a ;GAL.E: 3Ab" = V-O" DING 4N5 WITH 4ENT r co N N Cz U) c a - (DC O -- v) Cc -> 0 CZ LM C/) 0 U)LL czCi) — CL J a cL cL CD N BSB DESIGN 813 265 4808 0 A3mO FINIAL - PER BUILDER STANDIN6 5EEAM METAL ROOF 12 IX4 TRIM b CUPOLA PLATE --------------- i— 24"X32' SHUTTER m 10' TRIM A.A-11-bu _ G1P0L.A BASE ------ ----- - 12 3 b�A4A N i 5HIMLE ROOFIN6 -If AU BOARD 4 BATTEN 51DIN6 --0M ----- FIN15H FLOOR s Ix2 OVER Ix6 TRIM 12 6 r� 0 b" LAP SIDING Right Wing Elevation 4 SGALE: 3/Ib' = V-O" ■ Left Wing Elevation 3 SGALE: 3/I6" = 1--0' FINIAL - PER BUILDER STANDING SEAM 12 METAL ROOF 6 IX4 TRIM -----------------=1® - 24°x32" SHIIffER GUPOLA PLATE 10" TRIM ---_---------- _ GI�OLA BASE 12 3 b A4A Ix2 OVER IXb TRIM 514I146LE ROOFING TOP OF BOARD I BATTEN 51191% �QI TOiIPiI_ ++22'- TOP +014 FINIS 5GALE: 3Ab' = 1'-0' ASA Left Elevation 1 SCALE: 3n6" = 1'-0" )FINE kTTEN 6 ITM NT N O cz c� MidO_ c/) J70 CZ � � L U) O cn LL O cz cl) A � CL CL N NN ERR BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: JN DRAWN: CDE CHECKED: JN EXTERIOR ELEVATIONS ■ j�■r E L a All I �j ►i �i IS r � � ►! - I ROOF TO WALL DETAIL 1 1/211 = 11-011 : ■�. ., a :. r :r METAL CLIP INSTALL PER MANl1FAGTURER REGOMMENDATIONS STANDING SEAM METAL %EFn% (2 OZ. PER 5Q.FT. OR 5PEGIFIED BY GUILDER) ON 30# FELT OVER ROOF SHEATHING OVER PRE-ENGINEERED ROOF T966B METAL CLIP INSTALL PER 5LOPE MANUFAGTURER REGOMMENDATION5 PER ROOF PLAN r• :r ::' :♦ r FOR GEILIN6 FIN154 5EE REFLEGTED CEILING PLAN (SEE WALL TYPE5) METAL ROOF EAVE 1 1/211 -_ 11-on / / 3 / A5.0 / / / / 4 A4.0 / A4.0 \.00,/ // V / ATTIC VENTILATION SCHEDULE AREA ATTIC AREA (SQ.FT.) TOTAL NET FREE VENTED AREA REQ_ (1 /300) (SQ./IN-) HIGH (50%) (SQ.IN.) LOW (507.) (SQ.IN.) MAIN BODY ATTIC 4,685 SQ.FT. 2249 SQ.IN. 1125 SQ.IN. 1125 SQ_IN. TOWER ATTIC 525 SQ.FT. 252 SQ.IN. 126 SQ.IN. 126 SQ.IN. NOTE: REQUIRED NET FREE VENTED AREAS ARE CALCULATED BY MULTIPLYING THE ACTUAL ATTIC AREA (SO -FT.) BY 1/300 AND MULTIPLIED BY 144 SQ.IN_/SQ.FT. THEN 507OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE/ ROOF VENT (HIGH)AND 507. IS REQUIRED AT THE SOFFIT (LOW). ACTUAL NET FREE VENTED AREAS ARE TO BE DETERMINED BY SOFFIT MATERIAL SUPPLIER AS PER THE GENERAL CONTRACTOR. CONTRACTOR TO VERIFY REQUIREMENTS. CONTRACTOR TO VERIFY PLACEMENT WITH OWNER. 2 1 A50 � \ TIE DOHN51POUT5 \\ INTO \ 5TORMHATER, \ TTP. SEE CIVIL \\ DRAHING5 \----------- ---- a 1 1 � 1 1 L----J ool 4 A4.0 \ 6 / \ /e / / / \e / 3 \ \\'c BELOK TYR PARTIAL ROOF PLAN - TOWER 3Ab" = 1'-0" JASO �i•L� �1 �2A � r r ♦ r i ♦ r Kim :r r r : i / i /• r I• 1 ! • 1. 11■/ • 11"A T1 :' 1 we 'fi VALLEY FLASHING 1 I/2" - 1'-0" RIDGE AND HIP RIDG ----------------------- o - ------ -----------------------------. I NQ to STATIC, VENT" - (60 5.1. VENT AREA EA) - TYP 5 MAIN PLATE FOR CEILING FINISH SEE REFLECTED fkElr6 PLAN E VENT i' �■ ■ /:� ; I E*ffj • • • V- ■r 'v b' ALIH. GUTTER 1/2' FIBER GEMENT SOFFIT - VENTED : e• e. rill 1 EAVE AT BOXED BEAM 1 1/2" - P-O" HBLR6LA% %NWA ES OVER 30r FELT IlFDB74.AYMENT OVER APA RATED STRUCTURAL 5HEATHIN6 - 1)U0 FIBER GEhENT FRIEZE BOARD - BOND BEAM REIIFORGIN6 PER STRUCTURAL WMt 65 - (511 wa TYPE5) EAVE ROOF PLfW \\ TYPICAL EAVE \\\\ 1 1/2' = 1'-0" ----------------- 4 A4.0 t i t I t I b /�� L----J L----J L ---- J 'v 'i, \ \\ b:12 r-- r-- 6:I2 A40 \ .0----- 1 1 1 1 i i Iff r� '7 \\\ A4.0 \ 51-OPE SLOPE tv �r rrrrrra.■■�rrrrarr■r r rrrra.arrar■■rrrrr rr, 1 I j I\ / / ry ---- 1---------------- ---- 1 1 48" R106E VENT 1 I (bl.6 5.1. VENT 1 1 ( \\ 8� 6/ % 05 AREA) - TYP 1 8 4 1 1 N p A4.0 ---------i------- ---) - 1------------------ \ �\ Ip / b:12 b•12 I \\ 1 1 SLOPE i 1 '7 1 1 \ i 1 1 1 ------ ---- ------ — \ 1 O � .�\\\ // A4.0 1 , 1 A4.0 A8.1 1 2 A8.1 A4.0 A40 ROOF PLAN ■. ■1 ■■ ���it• r■■!�■■�rri �7•t•r■!■S ■■i=El�ii���i� ���t, I Mb" = 1'-0* 9 CI �' �a .12% T =a% :vim oujz O CD <m ,- 0 \/ U2 W1wM pWp� Q 1.L V11-U Q U�N N W J" aQ� to €Wo a� cn cz Irk .o .cn cz C� 0 c N N I.* I� ILA Ml BSB ® DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: JN DRAWN: CDE CHECKED: JN vat ROOF PLAN PARTIAL PLAN A4.0 m m W Z U W (n ((n t� (D UWI <L (_ ^ z 0 W U U W U U z Q H X 00 z w Q z D W U I j 3 laJ U w O J } a_ (n W p Z �. m W W W O O WW W WW Wz YW J J J > O .Q t:0 Zd Jd Q a_Q. Wm zU 0 0 0 Q w O QL ocf' <D �a �Q cn (n 0 1— 0 n r1% (i U D v l� t�► b► 117► b► W W W117► 117► INTERIOR ELEVATION NOTES: A. RE5TROOM FLOOR TO HAVE 5TAINED CONGRETE WITH SLIP RE515TANT TEXTURE. B. RE5TROOM WALL5 TO HAVE TILE WAIN5GOT TO bO" A.F.F. ALPHA TILE - 120X241, LIVENTO NODE. RE5TROOM WALL5 ABOVE TILE ARE PAINTED CEMENT PLA5TER FIN15H. G. 6RAB BAR5 AND TOILET PAPER HOLDERS ARE BY KOHLER. D. REMAINING TOILET AGGE55ORIE5 ARE BY AMERICAN 5PEGIALTIE5, INC. E. BAGK5PLA5H TILE 5HALL BE: TREND, BRILLANTE, 3/4'0/4' GLA% M05AIG BLEND OF 2 GOLOR5 - COLOR 23b ") AND 270 (70%). F. GROUT SHALL BE: MAPEI, COCOA la. 6. 50LID 5URFAGE (COUNTERTOP5) SHALL BE: GAE5ER5TONE QUARTZ SURFAGE5, 4230 514ITAKE. H. LAMINATE (BUILT-IN CABINETS) SHALL BE: LAMIN-ART, BRONZE • GRANITE FIBER CEMENT LAP COUNTERTOPi 51DIN6 H/ 8" EXP05URE, TYP. 4' TRIM, TYP. Tiki Bar - Front 14 1/4' = I'-O" BOARD AND BATTEN 510IN6 3b' OUTDOOR CABINET BA5E Fami�IBar v/ 1/4" = 1'-0" Me%A On ALift Accessibility Mounting Heights Hic-ftoW DRINKING FOUNTAIN F BUILDER NOTE: 5EE AGGE551BILITY MOUNTIN6 HEI6HT5 AND GLEARANGE5 Drinking Fountain 1'-0' EUT- TOILET PAPER D15PEWER 3b' 6RAB BAR SANITARY NAP D15P05AL III f �, Women's " %J 4" TRIM MIRROR 3xb TILE 50AP GRANITE DID COUNTERTOP AND P.LAM GOUNTERTOF BAGK5PLA514 4 BACKSPLA5H ANGLE BRAGKET - DROP -IN SINK WITH KNEE GUARD PER BUILDER CABINET BA5E SIDING Tiki Bar -Bac�kB ar Women's 1/4" = 1'-0" 50AP 015PEI 42" 6F BAR NOTE: 5EE ACCESSIBILITY MOUNTING HE1614175 AND CLEARANGE5 s r • irsr. O 1 FLOOR MOUNT BRACKETS PE MANUFACTURE r-7 - Toilet Partition N MIN. W U U Q Y z co SOLID 5OLID PLA5TIG PLA5TIG PARTITION — PARTITION WALL MOUNTED 3bm GRAB URINAL B BAR 42• CAB 3b' GRAB BAR BAR 42' 6RA13 BAR - SANITARY NAPKIN TOILET — DISPOSAL PAPER 0I5PEN5ER VrG ACCESSIBLE — NOTE: 5EE ACCESSIBILITY MOUNTING HE16HT5 AND CLEARANGE5 NOTE: 5EE ACGE551BILITY MOUNTING HE16HT5 AND Women's CLEARANCE5 r.-%�. SOLID F'L.ASTIG PARTITION 1/4' = 1'-0" NOTE: 5EE AGGE551BILITY MOUNTING HEIGHTS AND CLEARANGE5 Men's I/4" = I'-0" Men's VW = P-04 NOTE: 5EE ACCESSIBILITY MOUNTIN6 HE1614T5 AND �Men's ``�� w 12 12 6 Q b A4.0 CUPOLA PLATE --------------- i r' 51M W7 W7 51M cn _ CUPOLA BASE ----------------- 3'-O" 12 iv 4 b cO A4A 1 TOP OF MASONRY 1NJ Ll SLAB AND FOOTINGS PER STRUCTURAL DRAHW--6 NI-0S-Ff FLOOR - — - 5OLID PLA5TI6 PARTITION HALL MOUNT BRAGKET5 PER MANUFACTURER 42' 6RAB BAR TOILET PAPER TOP OI D15PENSER 3b' 6RAB BAR ACGE55113LE W, +O'-O" 'FiN15H 50LID URINAL PLASTIC PARTITION MIRROR SOAP DISPENSER - — - - — - — 28-0' P.LAM TOP PLATE (TOWPJ — COUNTERTOP I 8 BACK511" ( l 1 1 DROP IN SINK - - - - WITH KNEE -*+— - — - — - �� PER TOP OF MASONRY (TONER) �� BUILDER dJ i O 5LAB AND FOOTIN65 PER STRUCTURAL DRANHN65 - " N614 FL0Ol2 a� 12 b 1 1 1 1 b 1 1 A8A 1 1 1 1 2 rsuiia�n erection .. eLL..s•o•�V� ®• •� 00 ° v r ®• • 41 r _ O 4 N A4A „ C4 oBSB 1 , DESIGN 1l-4r o www.bsbdesign.com 1 � OF C 100 Main St. Suite 209 — DROPPED Safety Harbor, Florida 34695 813 265 4808 BEAT" I (5EE� 5TRUG JOB NO: AM180320.00 PROJ MGR: JN DRAWN: CDE CHECKED: JN DRAWI BUILDING 5EGTION5 }� INTERIOR ELEVATIONS AGGE%IBLITY HEIGHTS 1/4" = 1'-0" �VJ 1/4' = 1'-0" k, J 1/4" = 1'-O' ROOM FiNiSH SCHEDULE FLOORING E TRIM BAS & TR WALL CEIt _ REMARKS. ROOM NUMBER AN© NAME „ MATERIAL MANUFACTURER WALL B Asl! WALLTRIM FINISH MANU ACTIIRER F MATERIAL FINISH MANUFAGTEIRER: , .. MATERIAL; FINOH MANfJFAC1Elt ER 201- Main Entry Concrete Pavers** Pavestone* F.C.B. Lap Siding Paint** Sherwin Williams* Composlt Bead Board Paint** Sherwin Williams* Superftnt Exterior Acrylic Latex on Painted Surfaces F.C.B. Board &Bath Pairit* Superftnt Exterior Acrylic Latex on Painted Surfaces 102. Covered SIM21 Concrete Pavers** Pavestone* 2" o/ 6" Wood Paint** Sherwin Williams* F.C.B. Lap Sidi Paw* Sherwin Wilfiams* Composit Bead Boats Paint** Sherwin Williams* SuperPairit Exterior tatex on Painted Surfaces 103 - Right Wing Pavilion Concrete Pavers" Pavestone* 2" o/ 6" Wood Paint** Sherwin Williams* F.C.B. Lap Siding Paint** Sherwin Wiifiams* Composit Bead Board Paine* Sherwin Williams* SuperPaint Exterior Acrylic Latex on Painted Surfaces F.C.B. Board & Batten Paint** SuperPaint Exterior Acrylic Latex on Painted Surfaces 204 - T. Bar Concreie Pavers** Pavestone* Granite Backsplash 3x6 Wall Tile** Florida Tile* Composit Bead Board Paint"" Sherwin Wdda<ris* SuperPaint Exterior Acrylic Latex on Painted Surfaces 4" Wood Trim 4" Wood Trim Paint** Sherwin Williams* F.C.B. Board & Batten Paint** SuperPaint Exterior Acrylic Latex on Painted Surfaces 105 - Family Bar Concrete Pavers** Pavestone* Granite Backsplash 3x6 Wall Tile** Florida Tife* Composit Bead Board Paint** Sherwin Wilasms* Superftnt Exterior Acrylic Latex on Painted Surfaces 4" Wood Trim 4" Wood Trim Paint** Sherwin Williams* F.C.B. Board Batten Paint** SuperPaint Exterior Aayfic Latex on Painted Surfaces 106 - Storage Sealed Concrete Vinyl I& CMU Paint** Sherwin WilBams* 5/8" Gyp. Board Paht** Sherwin WiBiarr►s* 5uperPairit Exterior Acrylic Latex on Painted Surfaces 107 - Janitor Sealed Concrete Vinyl** CMU Paint** Sherwin Williams* 50" Gyp. Board Paint** Sherwin Williams* SuperPaint, Exterior is Latex on Painted Surfaces 108 - Men's Stained Concrete Porcelain Tile Porcelain Tiie Earthstone Mink** Florida Tile* Porcelain Tile Earthstone Mink** Florida Tile* 5/8" Gyp. Board Paint** ., Sherwin Williams* Shp resistant floor finish Cement Plaster Paint** Sherwin Williams* SuperPaint Exterior Acrylic Latex on Painted Surfaces 109 - Women's Stained Concrete Porcelain Tile Porcelain Tile Earthstone Mink** Florida Tile* Porcelain Tile Earthstone tAnk** Florida Tile* 5/r Gyp. Board Paint** Sherwin Williams* Shp resistant ffoorfrnish Cement Plaster Paint** Sherwin Williams* SuperPalat Exterior Acrylic Latex on Painted Surfaces 110 -Electrical Equipment Sealed Concrete Vinyl** CMU Palne* , Sherwin Williams* 5/r Gyp. Board Paint** Sherwin W Whams* SuperPaint ExteriorAcryriic latex on Painted Surfaces ill - Storage Sealed Concrete Vinyl** CMU Paint** Sherwin W Whams* 5/8" Gyp. Board Paint** Sherwin W dams* SuperPaint Exterior Acrylic Latex on Painted Surfaces 112 - Arbor Concrete Pavers** Pavestone* 2" o/ 6" Wood Paint** Sherwin Williams* F.C.B. Lap Siding Paint** Sherwin Williams* P.T. Wood Trellis Paint** Sherwin W iffams* SuperPaint Exterior Acrylic Latex on Painted Surfaces 113 - Arbor Concrete Pavers** Pavestone* 2" o/ 6" Wood Paint** Sherwin Williams* F.C.B. Lap Siding Paint** Sherwin Williams* P.T. Wood Trellis Paint** Sherwin Williams* SuperPalfrt Exterior Acrylic Latex on Painted Surfaces 114 - Left Wing Pavilion I Concrete Pavers** Pavestone* 2" o/ 6" Wood Paint** Sherwin Wiifiams* F.C.B. Lap Siding Paint** Sherwin Wiffiams* Composit Bead Board Paint** Sherwin Wiiflams* SuperPaint Exterior Acrylic Latex on Painted Surfaces F.C.B. Board & Batten Paint** SuperPavit Exterior Acrylic Latex on Painted Surfaces * Alternate manufacturer can be used if quality of material is similar Inish color/style selected by Owner EXTERIOR FINISH SCHEDULE MATERIAL " FINISH MAN0I0kiT 1101t REMARKS Standing Seam Metal Roof 24 Gauge Steel Polar White** GulfCoast Supply* Gulfseam Clip Lock Metal Roofing Shingle Roofing Asphalt Shingles Silver Linin * GAF* Roal Soverei 3-Tab Roofing Shingles Stone Veneer 6" Split Limestone** Sumit GL * Coronado Stone* Fiber Cement Trim F.C.B. Paint** Sherwin W hiams* SuperPaint Exterior Acrylic Latex on Painted Surfaces Lap Siding F.C.B. Paint** Sherwin Williams* SuperPaint Exterior Acrylic Latex on Painted Surfaces Board & Batten Siding F.C.B. Paint** Sherwin Williams* SuperPaint Exterior Acrylic Latex on Paintedd Surfaces Shutters Wood Paint** Sherwin Williams* SuperPaint Exterior A x Latex on Painted Surfaces Brackets Wood Paint** Sherwin Williams* SuperPaint Exterior Acrylic Latex on Painted Surfaces * Alternate manufacturer can be used if ouaidty of material is similar ** Finish color/style selected by Owner FIBER GEA'IENT SIDING 2X4 STUDS FIBER CEMENT 510ING ON Ix FURRING 8" Gm As. TRIM (SEE WINDOW T(PE5) Ix4 TRIM CONTINUOUS SEALANT BOTH SIDE5 OF FRAME FiXED WINDOW UNIT PER PLANS WINDOW HEAD AT TOWER 1 1/2" = I'-0" WINDOW JAMB AT TOWER ' =1 1 1/2" = 1--0" STONE GAP OVER 6ROL BED STONE VENT WEATHER RE515TANT BARRIER METAL LATI EXTERIOR 5HEATHINC7 5TRUGT. DF 2X FRAMlh STRUGT. DI WINDOW SILL AT TOWER FIXED WINDOW UNIT PER PLAN5 PRE55URE TREATED SHIM A5 REaMR€D IX4 TRIM FIBER CEMENT LAP 51DIN6 WEATHER RE515TANT BARRIER EXTERIOR SHEATHiN5 (51E 5TWJGTURAL DRAWIN65) 2X4 STUDS a- GMu nM# z SEALANT - i SIDES OF FRAME 50LID 5URFACE ON SILL 59JRE TREATED SHIM A5 )IRED R CEMENT LAP 51DIN6 c FURRIi 6 �M) FiBM CEMENT SIDING IX FURRING STRIP WEATHER RESISTANT BAWRIER 8" GMU METAL FLA5HIN65 Ix4 TRIM (5EE WINDOH TYPES) be FURRIN6 BOND BEAM PER 5`fWTURAL DRAWINGS, TM. lot 1 FIXED WINDOW UNIT PER PLANS WiNDOW HEAD l 1/2" FIXED HWOW UNIT PER P -AM GONTIRM SEALANF - BOTH SIDES OF FRAME Ix TRIM PRE551A?E TREATED SHIM AS REWRED TRIM (SEE WINDOW TYPES) IX FURRING WINDOW JAMB 1 I/2" = 1'-0" WINDOW SILL DOOR SCHEDULE TAG DOOR FRAME FIRE RATING COMMENTS TYPE LEAF WIDTH HEIGHT THICK MATERIAL FINISH TYPE MATERIAL FINISH 1 06 A 2 fi 0 7 0 1 4 3/ HM P 2 HM P 107 B 1 3 -0 7 -0 1 3/4 HM P 1 HM P -- 108 C 1 3' - 0" 7' - 0" 1 3/4" HM P 1 HM P - - 109 C 1 3' - 0" 7' - 0" 1 3/4" HM P 1 HM P - - 110 B 1 3' - 0" 7' - 0" 1 3/4" HM P 1 HM P - - 111 A 2 6'-0" T-0" 13/4" HM P 2 HM P -- HOLLOW METAL DOOR5 AND FRAME5 BY FLEMING OR APPROVED EQUAL. PAINTED 5N6152 5UPERIOR BRONZE. WALL FINISH M WALL TYPE) 1 r- .-• s r rss- rss- .r H.M. DOOR FRAME HEAD 1 1/2" = 1'-0" iA Ix T 5 3/4- FIBS CEMENT 510#46 2X FURRM STRIP 8" GMU KApL�L1 FINISH M WALL " PE GROUT CORE SOLID W/ REINF. STEEL o EA. JAMB - SEE STWOT. rsr- rrs- ;r H.M. DOOR FRAME JAMB 1 I/2" - P-O" HOLLOW METAL FRAME ft—row) FACE: OF CMU 6- WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE SILL DAM- GONTiNUE 6• MIN. UP JAM85 ALUM. THRESHOLD - SET IN FULL BEI? OF MASTiC H,M, DOOR THRESHOLD REINF. GONG. SLAB ON CRAVE OVER VAPOR BARRIER # 6RANULAR FILL - SEE 5TIWT. DW6S. CONCRETE FOOTING (5EE STRUGTU2AL DRA IN65) 9 13 A6.0 A6.0 IX2 GROWN MOLD IX2 OR" MOLD EO. 1/2 WINDOW WIDTH IX6 HEAD TRIM IX6 HEAD TRIM IX6 JAMB TRIM `D W WINDOW = i3 o WINDOW 12 A6.0 A6.0 U-1 LL1 7 IX6 SILL TRIM WOOD SHIiTER 11 A6.0 A6.0 TYPICAL WINDOW TRIM WINDOW TRIM AT TOWER 2'-O" O o � a FIXED - P6T HINGUARD FIXED OB5CURED - PGT FIXED - PGT IMPACT GLAZING WINGUARD WINGUARD FL PRODUCT APPROVAL iMPAGT GLAZING iMPAGT GLAZING #243-R15 FL PRODUCT APPROVAL FL PRODUCT #243--R15 APPROVAL #243-Ri5 FIXED ALUMINUM WINDON5 TO HAVE BRONZE FRAMES AND MUNTiN5. WiNDOW TYPES 5EE 5GH. 2" 6 2" A6.0 5 w A6.0 4 w A6.0 `n O FOLLOW METAL SHOP PRIMED FIELD PAINTED DOOR FRAME TYPES /4" = 1'-0" le SEE 5GH. LU SOLID wPANEL LU HOLLOW METAL - SHOP PRIMED FIELD PAINTED DOOR TYPES 5E= Gnu 6 n 2" A6.0 W 5 � U LU A6.0 4 A6.0 w HOLLOW METAL 5HOP PRIMED FIELD PAINTED 5EE 5GH. le 5EE 5GH. J J s LU LOUVERED PANEL LW Q O HOLLOW METAL - HOLLOW METAL - 5HOP PRIMED FIELD SHOP PRIMED FIELD PAINTED PAINTED yVy1�� �Q(7 Z =Z� r o. Noviz aO N w�. & _ q Z <MO r O zQ� o � r C < a W w�a y�V Q ��N Z� W N'ao a$a o.aN W W0 O ■ r m ccN am (n Cz O Wig.(D (D J �7C) CZ L VJ � O U— N N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: JN DRAWN: CDE CHECKED: JN DOOR 5GHEDULE DOOR 4 WINDOW TYPE5 DOOR DETAIL5 4 WINDOW DETAILS 1 I/2" = P-O" 1 1/2" = 1'-0" 1 1/2" = 1'-0" 1r4" = 1'-0" A6.0 ELEV. 2b' SEE REFLECTED GEILIN6 \ PLAN 2 - 2X4 TOP PLATE FIBER CEMENT TRIM ON BOTH SIDES WEATHER RE515TANT BARRIER BOTH SIDES 7/16" 05B BOTH 51DE5 2X4 51UD5 16' D.G. FLASHING OVER SEALANT BACKER ROD 2X4 P-T. SILL PLATE ON BED OF SILL SEALER SEALANT 8 BACKER ROD SPIKE BED Ix FIBER CEMENT SILL T.O. MASONRY ( - ELEV. 22'-0" FIBER CEMENT TRIM OVER SHEATHING ON 2xb FRAMING FIBER CEMENT LAP SIDING WEATHER RESISTANT BARRIER 0 m O m PRIME 4 PAINT EXPOSED CONCRETE TO MATCH WALL ADJACENT WALL SURFACE ELEV. q'-4" ELEV_ q'-4" SEE REFLECTED CEILING SEE REFLECTED 6EILIN6 PLAN PLAN FRIEZE BOARD PER FRIEZE BOARD PER ELEVATION ELEVATION FIBER CEMENT SIDING (SEE ELEVATIONS) F1 2" FURRIN6 - BOARD AND BATTEN SIDING BOARD AND BATTEN SIDING OVER 2x FURRIN6 OVER 2x FURRING S" CMU (SEE STRUCTURAL S" GMU (SEE STRUCTURAL DRW65 FOR DRWG5 FOR REINFORCING) REINFORGIN6) FLA5HIN6 WITH SEALANT FLASHING WITH SEALANT OVER BACKER ROD OVER BACKER ROD 0 m FLOOR FINISH PER FLOOR FINISH PER BUILDER BUILDER T_O. FINISHED FLOOR T.O. FINISHED FLOOR ELEV. 0'-0" ELEV. 0'-0° W4PRIME d PAINT W3 PRIME =E PAINT EW05FD CONCRETE TO EXPOSED GONGRETE TO MATCH WALL ADJACENT MATCH WALL ADJACENT WALL SURFACE WALL SURFACE MAIN PLATE ELEV. q'-4" SEE REFLECTED GEILIN6 PLAN FRIEZE BOARD PER ELEVATION .IT/ l`i.• � i� Ix4 TRIM PER ELEVATION S° CHU (SEE 5TRUGTURAL DRW65 FOR REINFORCING) TILE PER OWNER FLASHING WITH SEALANT OVER BACKER ROD Ix2 OVER Ixb TRIM SOLID SURFACE C49UNTFRTOP d BAGK5PI_A5H S" FIBER GEMI=- LAP SIDING OVER 2x FURRING ELEV. q'-4 FRIEZE BOARD PER ELEVATION FIBER GEMENT 51DIN6 (SEE ELEVATIONS) Fes" 8" GMU (SEE STRUCTURAL DRWG6 FOR REINFORCING) FLASHING WITH SEALANT OVER BACKER ROD FIBER CEMENT LAP 501146 (SEE ELEVATIONS) 2x FURRING ELEV. O'-O" 2 - 2X4 TOP PLATE S" FIBER CEMENT LAP SIDING ON EXTERIOR SHEATHING 0 v 2X4 P.T. SILL PLATE ON BED OF SILL SEALER w WEEP 5GREED 2' ABOVE SLAB � CONDITION, 7" ABOVE GRADE CONDITION r/rF--- BASE TRIM PER FFLOOR FINISH PERILDER BUILDER AV 11 T.O. FINISHED FLOOR ELEV. 0'-0° O m PRIME 4 PAINT EXPOSED CONCRETE TO MATCH WALL ADJACENT WALL SURFACE W6 GJ SEE REFLECTED CEILING PLAN FRIEZE BOARD PER ELEVATION FIBER CEMENT SIDING - INSTALLED PER MANUFAGTURER'5 5PEGIFIGATION5 (SEE ELEVATIONS) 2X P.T. FURRING WEATHER RE515TANT BARRIER CEMENT PLASTER FIN15H - FLASHING WITH SEALANT OVER BACKER ROD W GMU (SEE 5TRUGTURAL DRW65 FOR REINFORCING) Ix2 OVER Ixb TRIM TILE FINISH, PER OWNER SELECT FIBER CEMENT SIDING - INSTALLED PER MANUFAGTURER'5 SPECIFICATIONS (SEE ELEVATIONS) 2X P.T. FURRING AT 16" O.G. FFTILE BASE STAINED GONGRETE FLOOR T.O. FINISHED FLOOR ELEV. 0'-0" ELEV. q'-z SEE REFLECTED CEILING PLAN S" GMU (SEE STRUCTURAL ORW65 FOR REINFORCING) CO � cz W cc J �� 'i Lmcn O N Y LL J >(D , T Q Q N N N W _■ — PRIME 8 PAINT BOTH Ti SIDE5 0 NMR BSB 0 DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 FLOOR FIN15H PER BUILDER JOB N0: AM180320.00 PROJ MGR: cnDRAWN: CDE CHECKED: WALLTYPES L cL A7mO FOUNDATION PLAN SCALE: 5/16" = 1'-0" FOUNDATION NOTES FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO AT LEAST W% OF THE MAXIMUM DRY DENSITY. ALL INTERIOR SLAB -ON -GRADE SHALL BE A MIN, OF 4' AND REINFORCED WITH ULF 64 WL4 x L4 OVER A 6 mll (10 mil. recon■bnded) POLY VAPOR BARRIER W/ 6' LAP AND MIN. PERM RATING OF 05 ALL EXTERIOR SLA5-ON-GRADE SHALL BE A MIN. OF 4' AND REINFORCED WITH ULF 6x6 WL4 x 14 THE DES64 SOIL PRESSURE USED FOR ALL CALCULATIONS WAS 20M PSF IN ACCORDANCE WITH STRUCTURAL NOTES TOP OF FINISHED SLAB SHALL BE 01-01, SEE SURVEY PLOT FOR NGVD. COORDINATE SLAB AND FOOTING PENETRATIONS WITH PLUMBNG, ELECTRICAL AND MECHANICAL DRAWINGS. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF 60TERIW EAN TERMITES. TREATMENT SHOULD BE N ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED 5Y THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. COORDINATE DIMENSION$ SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO 5E COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS SPECIFICATIONS. RATIONAL ANALYSIS WAS PERFORMED TO DETERMNE THE STEEL REINFORCING FOR TI$ FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 20M PSF. WALL DOWELS (1) *5 0 48" O.G. MAXIMUM U.ON., MIN 25" LAP SPLICE INDICATES S DOWELS WITH MININUM 25" LAP SPLICE ■ FOOTING- SCHEDULE MARK WIDTH LENGTH DEPTH BOTTOM REW-=1NG REMARKS FM-32 3211 CONT 2011 (4) *5 CONT. MONOLITHIC SLAB FM-20 2011 CONT 2011 (3) 5 CONT. MONOLITHIC SLA5 TE: 1211 CONT 1211 (1) 5 THICKENED SLA5 F-48X36 481' 36" 1 161 5 , 611 O.C. E.W. MONOLITHIC SLAB F-36X36 3611 361' 1611 5 e 6" O.G. E.W. MONOLITHIC SLAB F-40x40 4011 4011 161' 65 0 6" O.C. E.W. MONOLITHIC SLAB F-24X24 2411 2411 161' 05 • 6'1 O.C. E.W. MONOLITHIC SLAB LEGEND INDICATES PAVERS - TOP OF FOOTERS TO BE 6 INCHES BELOW GRADE AT THESE LOCATIONS M5 DOWEL W/ STANDARD CMU COLUMN OR WALL ABOVE AS HOOK - MIN 25" LAP PER FLOOR PLAN SPLICE AT EACH REINFORCED CELL OF 15 VERTICAL REINFORCEMENT IN COLUMN ALL FILLED GROUT CELLS SEE FLOOR PLAN FOR LOCATION FINISH FLOOR ELEVATION TOP OF GRADE Z lil f.... CONCRETE SLAB - -0" SEE NOTES WIDTH COMPACTED AND TREATED SOIL AS PER STRUCTURAL NOTES SEE TABLE FOR REQUIRED REINFORCEMENT SECTION AT EXTERIOR WALLS NOT TO SCALE CMU COLUMN OR CMU OR FRAME WALL ABOVE AS PER FLOOR PLAN +S VERTICAL REINFORCEMENT IN ALL FILLED GROUT CELLS SEE FLOOR PLAN FOR LOCATION 15 DOWEL V STANDARD HOOK - MIN 25" LAP SPLICE AT EACH REINFORCED CELL OF COLUMN 21 CSEE ONCRETE SLAB - EENOTES WIDTHD AND TREATED SOIL RUCTURAL NOTES FOR REQUIRED REINFORCEMENT SECTION AT INTERIOR BEARING WALLS NOT TO SCALE TOP OF GRADE 21 m / CONCRETE SLAB - SEE NOTES THICKENED EDGE AS PER TABLE SECTION AT THICKENED EDGE NOT TO SCALE CONCRETE SLAB - SEE NOTES T`r'P. WALL CONSTRUC. MAIN FLOOR LINE: REF. ELEV. 01-01, FIN. GRADE COMPACTED AND TREATED SOIL AS PER STRUCTURAL NOTES 3" MIN. COVER no NOTE: USE STEMWALL FOOTING FOR MORE THAN 16" DIFFERENCE BETWEEN FINISH FLOOR AND EXISTING GRADE ALTERNATE STEMWALL FOOTING NOT TO SCALE z m o � z o� z 52 g aa. g LILT 0 W pLU W 2 Q7 � C P LLJ �€ '(� 0 cr: O V (y O w _ 00 rn i=c" �� z do iu r- 0 1►�I ������e ill/rid +f � Ilk LLJ 0 1�'—A /I'% /1 0 < LU D z�Z 0 N rc W LD w ash oLLJ �yyRR� r O ■ nnnnnna nnnnnna LLI rn N ■� N cc CZ C O c/) L. `N ' cz _O LL / ^ vi CL L i N a) NN QD BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: LCC DRAWN: LCC CHECKED: FOUNDATION PLAN FRECA5T CONCRETE LINTEL CMU WALL ABOVE LINTEL AS REQUIRED TO REACH TIE BEAM, PRECAST LINTEI W/ (1) 45 DIAI` POURED SOLII OPENING BELOW AS PER ARCHITECTURAL DRAWINGS WALL REINFORCEMENT CMU WALL ABOVE LINTEL AS REQUIRED TO REACH TIE BEAMS T" OR 8" KNOCKOUT BLOCK W/ (1) 5 _ DIAM. POURED SOLID POURED SOLID (1) 50 OPENMG BELOW o PER ARCHITECTURo DRAWING N5200 -WER. _m� (1) 05 0 45" O.G. MAXIMUM U.ON., EXTERIOR AND SEPARATION WALLS INDICATES REINFORCED FILLED CELLS AT FIRST FLOOR WALLS ONLY CMU WALL LEGEND 8"X8"X16" CMU INTERIOR AND EXTERIOR WALL - SEE ARCHITECTURAL DRAWINGS FOR TOP OF MASONRY WOOD FRAME WALL SLANTED AS REQUIRED AND SHOWN ON ARCHITECTURAL DRAWING - SEE SECTIONS FOR REQUIRED CONNECTORS EXTERIOR WOOD FRAME WALL AS PER SECTIONS SCHEDULE FLOOR PLAN - STRUCTURAL 50ALE: 5/16" = P-O" 4" OR 8" KNOCKOUT BLOCK W/ (1) 5 DIAM. POURED SOLID POURED SOLID (0 50— 8" PRESTRESSED PRECAST CONCRETE LINTEL WITH BOTTOM ELEVATION AS PER ARCHITECTURA DRAWINGS PG3 FLOOR PLAN NOTES TOP OF MASONRY WALLS ARE BASED ON ARCHITECTURAL DRAWIN65. VERIFY SUCH ELEVATIONS WITH ARCHITECTURAL ELEVATIONS AND SECTIONS. ALL EXTERIOR WALLS ARE DESIGNED AS 5HEARNALLS. KEY NOTES (a) PG PRE -CAST CONCRETE LINTEL - SEE DETAILS THIS SHEET ® PC-2 LINTEL WITH BOTTOM ELEVATION AT CEILING HEIGHT © SEE STRUCTURAL DETAILS FOR REQUIRED FRAMING AT ARCHED OPENING © SEE FRAMING PLAN 1=0R REQUIRED TRELLIS CONSTRUCTION Op SEE ARCHITECTURAL DRAWINGS FOR REQUIRED DECORATIVE BEAM CONSTRUCTION AROUND LINTELS AND BELOW TRUSSES ® PROVIDE A SIMPSON HDQ8 AT EACH CORNER OF FRAME WALL t) 12" SQUARE CMU COLUMN W/ (2) 5 VERTICAL ALL GROUT FILLED © SEE SECTIONS FOR REQUIRED BRACKET CONSTRUCTION TOWER PLAN - STRUCTURAL 5GALE: 5/16" = 1'-0" m o 4�C39t S � E � � N � z N V W O 6 Q N G B s • amma ~ R ME IL W 7 0 }� PC � y G G 0 00 LL W _ I 0 EL Er mpp O l! R I ` J U) Z O w Ir C O ._ U) W Mid L s W N w w cu L C CZ _o cp Qp LL J N CD N N www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: LCC DRAWN: LCC CHECKED: FIRST FLOOR PLAN STRUCTURAL S2mO W: s,'l m z x� Z cF z Oz ;� _ 0w E zdo � � Ic r z c ® gzz N 9 U awmm LU Al L V)� W I � LU C3W W CD a+t C) ..' So 0 J � o� Q O' Z e W �c p U U) Z _0 W m r _0 ■ m N LOWER ROOF FRAMING PLAN ■� an SCALE: 5/16" = 1'-0" a S n TOD I` 0 cz B T05 1] = o i ..................... _ - r I ... ..................... ..................................... _ € rwL L ..................... .............................:. KEY NOTES CD______.�........___- _ _ .< _v ____------ IV IN IN PRE-MANUFACTURED ROOD ROOF TRUSSES. SEE SHOP DRAWINGS. ® GIRDER TRUSS LOCATION © LEDGER AS PER :SECTIONS O ROOF VALLEY FRAMING BY TRUSS MANUFACTURER OR ALTERNATIVELY USING CONVENTIONAL FRAMNGs AS SHOWN ON STRUCTURAL DETAILS O CUPOLA AS PER SECTION O SEE SECTION FOR RAFTER REQUIREMENTS AT EXTENDED ROOF TRELLIS CONSTRUCTION: • P.T. WOOD • 2XI0 RAFTERS 0 MAX 24" O.C. • (2) 2XIO BEAM • 4X4 POSTS • USE SIMPSON H2.5A FROM RAFTER TO BEAM • USE SIMPSON W-%AIOA FROM RAFTER TO MASONRY WALL • USE SIMPSON EPCL44 FROM POST TO BEAM • USE SIMPSON A51144 FROM POST TO CMU PEDESTAL TOI SIMPSON HETA20 FROM TRUSS TO MASONRY WALL (TYPICAL ALL TRUSSES OVER MASONRY WALLS OR LINTELS TO SIMPSON MGT FROM GIRDER TO MASONRY - VERIFY DIMENSIONS WITH SIZE OF GIRDER T03 SIMPSON HIOA FROM TRUSS TO WOOD BEAMS OR FRAME WALLS TO SIMPSON VGT FROM GIRDER TO MASONRY - VERIFY DIMENSIONS WITH SIZE OF GIRDER T05 SIMPSON LGT FROM GIRDER TO WOOD BEAMS OR FRAME WALLS TOWER ROOF FRAMING PLAN SCALE: 5/16" = 1'-0" ■ www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM160320,00 PROJ MGR: LCC DRAWN: LCC CHECKED: ROOF FRAMING PLAN SIO www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM160320,00 PROJ MGR: LCC DRAWN: LCC CHECKED: ROOF FRAMING PLAN SIO "q SECTION AT SLANTED WALL 54.0 J SCALE: 3/4" = 1'-0" KEY NOTES 1. ROOF AS PER ARCHITECTURAL. DRAWINGS 2. PRE-ENGINEERED WD. ROOF TRUSSES 6 24" O.C. 3. SEE TRUSS NOTES FOR REQUIRED CONNECTOR 4. FASCIA 4 SOFFIT AS PER ARCHITECTURAL DRAWINGS 5. PRECAST CONC. LINTEL AT EACH MASONRY WALL OPENING - REFER TO LINTEL SCHEDULE 6. *5 BAR VERTICAL REINFORCEMENT HOOK INTO TIE BEAM ABOVE 1. 15 BAR DOWEL W/ 10" STD. HOOK (LAP MIN. 25" W/ VERTICAL REINFORCEMENT BAR) 8. FOOTING AS PER FOUNDATION PLANS 34 1 4 21 29 12 A g SECTION AT TOWER - FRONT 54.0 I SCALE: 1/2" = 1'-0" 9. 1/2" GYP. BD. ID CLG, 10. (ONE) KO.OR U-BLOCK TIE BEAM W/ 1 Wo BAR CONT. 11. (DOUBLE) KO. OR U-BLOCKS TIE BEAM W/ 1 05 BAR CONT. IN EACH - MID ELEVATION OF TOWER 12. WINDOW AND DOOR AS PER SPECIFICATIONS 13. 1/2" GYP. BD. a WALLS ON 1x2 WD. FURRING STRIPS 6 24" O.C. W/ INSULATION AS PER ARCHITECTURAL DRAWINGS 14. DOUBLE 2X4 TOP PLATE 15. 2X4 STUDS* 16" O.C. 16. SINGLE 2X4 P.T. PLATE ATTACHED TO TOP OF WALL W/ 1/2" X i" ANCHOR BOLTS AT 16" O.C. 14 n L 26 i ( 26 5 5 13 4 IIIIIIIIEIIIIIIII 6 F SECTION AT CUPOLA ' 54.0 SCALE: 1/2" "C SECTION AT TOWER - REAR 54.0 I SCALE: 1/2" = 1'-0" 11. SIMPSON SP2 OR SP4 AT STUD TO TOP PLATE 18. SIMPSON SPI OR SP4 AT STUD TO BOTTOM PLATE 19. 1/2" CDX PLYWOOD OR APPROVED WALL SHEATHING 20. SINGLE 2X8 TOP PLATE 21. 2X8 STUDS 61 24" O.C. SLANTED AS REQUIRED AND SHOWN IN ARCHITECTURAL DRAWINGS 22. SINGLE 2X8 P.T. PLATE ATTACHED TO FOOTING W/ 1/2" X 6" ANCHOR BOLTS AT 24" O.C. 23. 5IMP50N R5P4 AT EACH STUD TO PLATES 24. 2X4 LEDGER ATTACHED TO WALL W/ 1/4114-3/4" TAPCONS 6 8" O.C. STAGGERED 2X FRAMING @ 16" O.C. NAILED TO 2X8 ABV AND PLYWOOD @ SIDES 15/32" CDX PLYWOOD PRECAST LINTEL or 7/16" OSB, NAILED @ 4" FROM EDGES AND F ! IN FIELD 2X4 BLOCKING NAILED = I m W/ 8D NAILS KNOCKOUT BLK. 8" MASONRY WALL 2X8 PT W/ 3/16" X 3" TAPCON OR EQUAL, 6" FROM TOP AND BOTTOM AND 16" O.0 IN BETWEEN -G ARCH FRAMING S4.0 j N.T.S. 'p SECTION AT EXTENDED ROOF S4.01 SCALE: 1/2" = 1'-0" 25. 2X4 BRACE AT MAXIMUM 4'-0" ATTACHED TO LEDGER W/ SIMPSON A34 AND TO EA STUD W/ (3)16D NAILS 26. CEILING FRAMING USING 2X10 P.T. J015TS ON TOP OF CMU TIE BEAM SPACED AT NO MORE THAN 16" O.C. ATTACHED W/ SIMPSON META12. 21. BRACKET TO BE 4X4 P.T. HORIZONTAL, 4X4 P.T. DIAGONAL AND 2X8 P.T. VERTICAL ATTACHED TO EACH OTHER W/ (1) 3/4" GALVANIZED BOLTS AND NUTS 28. ATTACH VERTICAL MEMBER OF BRACKET TO CMU WALL W/ 3/4"X9" ANCHOR BOLTS SPACED VERTICALLY AT NO MORE THAN 16" O.C. 29. ATTACH VERTICAL MEMBER OF BRACKET TO FRAME WALL W/ 1/4"X5" LAG SCREWS SPACED VERTICALLY AT NO MORE THAN 16" O.C. 30. 2X6 P.T. RAFTER ATTACHED TO TRUSSES W/ 161) NAILS AT MAX 4" O.C. STAGGERED. RAFTER TO EXTEND MINIMUM 6 FEET INSIDE TOP CHORD OF ALL TRUSSES. 31. 4X4 P.T. BEAM ATTACHED AT EACH SIDE TO BRACKET W/ SIMPSON HL31 W/ (6)1/2" TRHU BOLTS 32. (2) 2X12 P.T. LEDGER ATTACHED TO WALL W/ 3/411X9" ANCHOR BOLTS 6 24" O.C. STAGGERED. 33. CUPOLA TO BE BUILT W/ 2X4 STUDS a 16" O.C., 2X4 TOP AND BOTTOM PLATES. ATTACH STUDS TO PLATES W/ SIMPSON RSP4. USE 1/2" CDX SHEATHING. ATTACH ALL STUDS TO GIRDER TRUSS BELOW W/ SIMPSON MTA24. ATTACH TRUSSES TO WALL W/ SIMPSON H2BA. 34. SEE STRUCTURAL DETAILS FOR SAVE BLOCKING REQUIREMENTS e� � Z %p V! V 6B W yX O � _ Xo LU UJ LU LU 10 ZS Q 2ZD54 ev 4 IZ LU aa ^ � C Q I.- W Cc � J F. u�W W � W z� O �8. W 'AA00 0 e �6/ r fl U- �° W d e ; ® � x e� e co 0" Z /�`°e 0 O 0 7 D U) z 0 U) w m N cn cz C �cz 0 c LL c J N CD N N E SECTION AT TYPICAL WALL " = 54.0 SCALE: 3/4" = 1'-0" 35. FINISH AS PER ARCHITECTURAL BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320,00 PROJ MGR: LCC DRAWN: LCC CHECKED: WIND DESIGN PRESSURES AND SECTIONS S4mO I. GENERAL I. SUBCONTRACTOR 15 RESPONSIBLE FOR MEANS AND METHODS OF CoONS71RUOTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM 15 COMPLETED. THI5 INCLUDES, BUT 15 NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, BUYS TO TIE -DOWNS THAT MAY BE NECESSARY. 2. SUBCONTRACTOR 15 SOLELY RESPONSIBLE FOR THE SAFETY OF HIS WORK DURING CONSTRUCTION. 5. APPLICABLE BUILDING CODES: - FLORIDA BUILDING CODE 6th EDITION (2017) DRAWIN65 ARE CERTIFIED FOR STRUCTURAL PORTION ONLY THAT INCLUDES FOUNDATION SYSTEMS, BEAMS, POSTS, SHEARWALL5, 5TRUCTURAL CONNECTORS, REQUIRED WIND DE516N PRESSURES, FA5TENER5, 5HEATHIN6 MATERIAL AND THICKNESS, WALL STRUCTURAL ELEMENTS, HEADERS OVER WINDOWS, REINFORCED CONCRETE, STEEL FRAMINS, WOOD FRAMING, MASONRY 51ZE5 AND REINFORCEMENT, AND SPEGIFIGATIONS DESCRIBED HEREIN. 4. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS SHALL BE RESPONSIBLE FOR THE CONTENT OF DRAWINSS, AND FOR THE SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK PERFORMANCE. 5. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED, ERECTED, USED, GLEANED, AND CONDITIONED IN STRICT ACGCRDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 6. ALL STUCCO FINISH SHALL BE APPLIED AS, PER ASTM C426 AND CONTROL JOINTS PROVIDED AS, PER A5TM GI065. 1. DESIGN LOADS: SHINSLE5 AND METAL 20 10 TILE 20 20 FLOOR BALGONIE5 60 10 UNINHABITABLE ATTICS, WITH LIMITED STORAGE 20 10 ALL OTHER ROOMS 40 10 WINDLOAD5 SEE CHART SNOW AND SEISMIC LOAD NONE 8. STRUCTURAL MEMBER ALLOWABLE DEFLECTION: RAFTERS W/ SLOPES GREATER THAN 5:12 WITH NO FINISHED CEILING L/180 INTERIOR WALL5 AND PARTITIONS H/160 FLOORS AND PLASTERED 0EILIN&5 L/560 ALL OTHER STRUCTURAL MEMBERS L/240 EXTERIOR WALLS H/560 LINTELS SUPPORTING MASONRY VENEER WALLS L/600 5177E WORK I. FOUNDATION DE516N 15 BASED ON A MINIMUM SOIL PRESSURE INDICATED ON THE FOUNDATION PLAN. THE CONTRACTOR 15 RESPONSIBLE TO FOLLOW RECOMMENDATION5 INCLUDED IN THE RESPECTIVE SEOTECHNICAL REPORT AND SHALL CONFIRM THE SOIL CONDITIONS. SHOULD FIELD CONDITIONS INDICATE THIS MINIMUM CONDITION DOES NOT EXIST, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF RECORD. 2. THE SUBSRADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED TO 45% OPTIMUM DENSITY. SOIL COMPACTION TESTS TO BE TAKEN BY A QUALIFIED SOILS LAB PRIOR TO POURING ANY CONCRETE. 5. FOOTIN65 SHALL BE NEAT EXCAVATED WHERE P0951BLE WITH 51DM AND TOP EDCE5 FREE OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION 15 NOT POSSIBLE, FOOTINGS EXCAVATION SHALL BE OPEN GUT WITH EPOE5 FORMED AND BRACED. ALL FOOTINS5 WITH FORMED EDGES SHALL BE BAGKFILLED FROM BOTTOM TO TOP OF FOOTING WITH SELECT FILL. THE BOTTOM EXCAVATION SHALL BE GLEAN AND DRY WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT BEARING SURFACE. III. CA5T IN PLACE CONCRETE I. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS: a. FOOTINGS, SLAB -ON -GRADE, SLAB FILL 2500 PSI b. MASONRY WALL TIE BEAMS, TIE COLUMNS 2500 PSI c. REINFORCED CONCRETE BEAMS AND COLUMNS 5000 PSI 2. CONCRETE SHALL BE READYMIX PER A5TM G44: a. PORTLAND CEMENT - A5TM 0150 b. AGGREGATES - ASTM 055 (5/4" MAX) c. NO CALCIUM CHLORIDE d. AIR ENTRAINING - ASTM 0260 e. WATER REDUCING - ASTM C444 f. FLYA5H - ASTM 0618-16 CLASS F (20% MAX) g. WATER - GLEAN AND POTABLE 5. REINFORCING STEEL: ASTM A615 GRADE 40, DEFORMED BARS. 4. REQUIRED SLUMP RANEE = 5" TO 5". 5. WELDED WIRE FABRIC: ASTM AIM b. MOISTURE BARRIER: 6 MIL POLYETHYLENE. 1. GODE5 AND STANDARDS; a. AGI 501 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDIN05." b. AGI 505 "RECOMMENDED PRACTICE FOR HOT WEATHER GONGRETIN6." c. AGI 50 'BLDS. CODE REQUIREMENT5 FOR REINF. CONCRETE." d. ACT 515 "DETAIL5 AND DETAILING OF CONCRETE REINFORCEMENT." 8. MINIMUM LAP SPLICE = 40 BAR DIAMETERS UNLESS NOTED OTHERWISE. 4. GONGRETE FIN15HE5 SHALL BE PER CONTRACTORS SPECS. 10. SUBCONTRACTOR 15 RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRUCTION OF ALL FORMWORK, 5HORIN6, AND RE5HORIN6. 11. REINFORGINS BAR COVER: a. FOOTIN65 5" b. GOLUMN5 1 1/2" o. BEAMS AND WALL5 1 1/2" d. 5LA55 5/4" (INTERIOR), 1 1/2" (EXTERIOR) 12. CONCRETE SHALL BE PLACED WITHIN 40 MINUTES OF BATCH TIME. 15. PROVIDE CORNIER BARS AT ALL WALL FOOTING AND BEAM CORNERS TO MATCH HORIZONTAL BARS. (25" MINIMUM LAP FOR s5 BARS, OTHERS, AS, PER AGI 518). 14. ALL BUILDING SLABS -ON -GRADE SHALL BE NOMINAL 4" THICK, REINFORCED WITH 6x6-WI.4 W.W.F. ON b MIL VAPOR BARRIER. SEE PLANS FOR OTHER CONDITIONS AND SIZES. NO FIBERME51-1 ALLOWED UNLESS OTHERK15E NOTED ON THE FOUNDATION PLAN. 15. ANCHOR BOLTS FOR WOOD LEDSER5 AND PLATES TO CONCRETE OR MASONRY (OPTIONS): a. J BOL75 - USE 1/2" X 8" "J" BOLTS WITH b" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED PRIOR TO PLAGIN6 GONGRE I , AS, SHOWN ON DRAWIN65. b. EXPANSION ANCHORS - USE 1/2" X 4" EMBED, HILT] KWIK BOLT 11, OR EQUAL, AT LOCATIONS (OTHER THAN EDGE CONDITIONS) IN LIEU OF 1/2" X 6" "J" BOLTS. c. EPDXY ANCHORS IN CONCRETE - USE 1/2" X 4-1/4" IMBED, WITH HILTI 0I00), OR ANCHOR BOND BY GELTITE, INC., AT EDGE OF SLAB CONDITION WHERE BOLT 15 LE55 THAN 6" TO A CONCRETE EDSE. all. EPDXY ANCHORS IN TOP OF BLOCK WALLS - USE THREADED ROD (`3/4" X Ab-5/6" IMBED) ON TOP OF 8' MA50NRY WALLS WITH HILTI HIT C-100 ADHE51VE OR ANCHOR BOND, WHEN 1/2" X 8" "J BOLTS ARE OMITTED. 16. FOOTING 51ZE5 SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND CONSISTED COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTIN65 COMPLYIN6 WITH THE DE51&N REQUIREMENTS OF SPECIFIC 501L CONDITIONS. 17. PROVIDE I/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING CONCRETE OR MASONRY WALLS OCGURRIN6 IN EXTERIOR OR UNHEATED AREAS. 16. PROVIDE 1/4" SAW GUT EXPANSION JOINTS ON 5LA155 5PAGED AT NO MORE THAN 18 FEET ON CENTER EACH WAY AND AS, SHOWN ON PLANS IV. MA50NRY VI. PRE-ENGINEERED WOOD TRU55E5 VII. PROTECTION A6AIN5T TERMITE5 I. HOLLOW LOAD BEARING UNITS (GMU) SHALL CONFORM TO A5TM G40, NORMAL WEIGHT, TYPE I, SRADE N. I. THIS SECTION DEFINE5 PRE-ENSINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND FLOOR I. Termite Protection. Termite protection shall be pro-vided by registered termiticldes, including soil applied MINIMUM NET COMPRESSIVE 5TRENOTH - 1400 PSI. TRU55E5 AS "WOOD TRU55E5". pesticides, bolting systems, and pesticides applied to wood, or other approved methods of termite protection labeled for use as a preventative treatment to new construction. See Section 202,RESISTERED TERMITIGIDE. Upon 2. MORTAR SHALL BE TYPE M OR 5 AND CONFORM TO ASTM 0210. 2. TRJ55 LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY. TRU55 MANUFACTURER AND/OR ENGINEER SHALL BE completion of the application of the termite protective treatment, a Certificate of Compliance shall be Issued to the RESPONSIBLE FOR THE DE51SN AND SPACING OF ALL TRUSSES AND SHALL SUBMIT SHOP PRAWINC75 TO THE building department by the licensed pest control company that contains the following statemawto building has 5. CONCRETE SPROUT SHALL CONFORM TO A5TM 0476: BUILDER FOR APPROVAL. received a complete treatment for the prevention of subterranean termites. Treatment Is In accordance with rules a. 2,500 P51 AT 28 DAYS. and laws established by the Florida Department of Agriculture and Consumer 5ervides. b. 5/6" MAXIMUM ASORESATE. 5. THE WOOD TRU55 MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY ASSURANCE a. If soil treatment used for subterranean termite prevention, the initial chemical soil treatment Inside the foundation o. 8" - 11" SLUMP. PR06RAM SUCH AS, THE 7RU55 PLATE INSTITUTES "QUALITY CONTROL INSPECTION PROGRAM" OR EQUIVALENT. perimeter shall be done after all excavation, backfilling and compaction Is complete. b. If soil treatment Is used for subterranean termite prevention, soil area disturbed after Initial chemical soil 4. BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL 4. WOOD TRU55 MEMBERS AND CONNECTIONS SHALL BE DE516NED FOR ALL LOADS SHOWN ON THE CONTRACT treatment shall be retreated with a chemical soil treatment, Including spaces boxed or formed. NOT BE LESS THAN ONE BAR DIAMETER, NOR LESS THAN I". DOCUMENTS INCLUDING: LIVE, DEAD, AND CONCENTRATED LOADS, PLUS WIND LOADS. c. If soil treatment Is used for subterranean termite prevention, space In concrete floors boxed out or formed for the subsequent Installation of plumbing traps, drains or any other purpose shall be created by using plastic or 5. VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OF OPENIN65, UNDER ALL ORDER LOADS, 5. REFER TO THE FLOOR PLAN AND OTHER STRUCTURAL DETAIL SHEETS FOR IMPORTANT INFORMATION NOT metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after Initial chemical AND NOT TO EXCEED 4'0" 0/0 FOR 5TRAI6HT WALL5, OR AS SHOWN ON THE DRAWINGS. FILL GELL5 WITH SPECIFICALLY ADDRE55M BY THE TRUSS FRAMING LAYOUT SUCH AS, BEARING WALL HEIGHTS AND CEILING soil treat-ment. CONCRETE SPROUT AS SPECIFIED. PROVIDE AGI 518 40 DEGREE STANDARD HOOKS INTO FOOTING, AND TIE VAULT DETAILS. d. If soil treatment Is used for subterranean termite prevention, chemically treated soil shall be protected with a BEAMS. minimum 6 mil vapor retarder to protect against rainfall dilution. If rainfall occurs before vapor retarder 6. WOOD TRU55 DE516N SHOP DRAWING5 SHALL INCLUDE, BUT ARE NOT LIMITED TO,THE FOLLOWING INFORMATION= placement, retreatment Is required. Any work, Including placement of reinforcing steel, done after chemical 6. REINFORCING BARS SHALL BE 5TRAISHT EXCEPT FOR BENDS AROUND CORNERS, AND WHERE BEND5 OR a. SPAN LENGTH, OVERHANG AND SAVE DIMENSIONS, SLOPE AND SPAGIN& OF THE WOOD TRU55E5. treatment until the concrete floor is poured, shall be done In such manner as to avoid penetrating or disturbing HOOKS ARE DETAILED ON THE PLANS. b. ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST treated soil. BE CONSIDERED. e. If soil treatment is used for subterranean termite prevention, concrete overpour or mortar accumulated along the 7. REINFORGIN6 BARS SHALL BE LAPPED 40 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER. c. ADJUSTMENTS TO ALLOWABLE VALUES. exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical d. REACTIVATE FORGES AND THEIR LOCATIONS. penetration of the chemicals. 6. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN o. BEARING TYPE AND MINIMUM BEARING LENGTH. P. If soil treatment Is used for subterranean termite prevention, chemical soil treatments shall also be applied under ONE HORIZONTAL IN 51X VERTICAL. 00WEL5 SHALL BE GROUTED INTO A GORE IN VERTICAL ALIGNMENT, EVEN f. DEFLECTIONS. all exterior concrete or grade within I foot (505 mm)of the primary structure sidewalls. Also, a vertical chemical THOUGH IT 15 IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. g. METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION. barrier shall be applied promptly after construction Is completed, Including Initial landscaping and h. LUMBER SIZE, SPECIES, 6RADE AND MOISTURE CONTENT. Irrigation/sprinkler Installation. Any soil disturbed after the chemical vertical barrier is applied shall be promptly 4. GLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MA50NRY IN EACH SPROUT POUR WHEN THE POUR I. LOCATION AND CONNECTION DE51SN OF REQUIRED GONTINUOU5 LATERAL BRACING. retreated. HEIGHT EXCEEDS 5'. PROVIDE 4" X 4" OBSERVATION HOLE TO VERIFY CONCRETE SPROUT PLACEMENT. J. NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD. g. If a registered termiticlde formulated and registered as a bait system Is used for subterranean termite k. WEB REINFORCEMENT DETAILS FOR CABLE END TRU55E5. prevention, Previous paragraphs do not apply; however, a signed contract assuring the Installation, maintenance 10. PLACE ALL MASONRY IN RUNNING BOND WITH 5/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE 1. VALLEY SETS FOR OVER -BUILD CONDITIONS. and monitoring of the baiting system for a minimum of five years from the issue of the Certificate of occupancy SHELL MORTAR 5EDDIN6, HORIZONTAL AND VERTICAL. FULLY MORTAR WE55 IN ALL COUR5E5 OF PIERS, shall be provided to the building official prior to the pouring of the slab, and the system must be Installed prior to COLUMNS, AND PILASTERS, AND ADJACENT TO SPROUTED GELL5. I. LIMIT DEFLEGTION5 FOR LIVE LOAD TO 5PAN/360 (ROOF), 5PAW480 (FLOOR), AND LIMIT TOTAL LOAD final building approval. DEFLECTIONS TO SPAW240 (ROOF), SPAN/360 (FLOOR) UNLE55 SPECIFICALLY NOTED OTHERWISE. h. If the baiting system directions for use require a monitoring phase prior to Installation of the pesticide active 11. PROVIDE 6" X 8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MA50NRY OPENINC75 NOT SHOWN TO Ingredient, the Installation of the monitoring phase components shall be deemed to constitute Installation of the HAVE A STRUCTURAL BEAM. MINIMUM END BEARING, = 4". REFER TO LINTEL 5GHEDULE (MINIMUM CAPACITY OF 2. FIRE RETARDANT WOOD 15 NOT ALLOWABLE FOR USE AS, TRU55 CHOR05 OR WEBS. system. 1000 PLF). I. If a registered termiticide formulated and registered as a wood treatment Is used for subterranean termite 5. P4000 TRUSSES SHALL BE DE516NED 50 THAT MINIMAL HORIZONTAL REACTIONS ARE IMPOSED ON THE prevention, Previous paragraphs do not apply. Application of the wood treatment termiticide shall be as required 12. PROVIDE METAL CAVITY GAPS, 6" WIRE MESH, OR EQUAL PRODUCTS, INC., WHERE REQUIRED TO RETAIN SROUT IN 5UPPORTIN6 STRUCTURE UNDER VERTICAL LOADS. NO SLIP CONNECTIONS ARE ALLOWED UNLESS OTHERWISE by label directions for use, and must be completed prior to final building approval. VERTICAL CELLS. NOTED. CONTACT CONTRACTOR AS, REQUIRED. 2. Penetration. Protective sleeves around piping penetrating concrete slab -on -grade floors shall not be of cellulose - containing materials. If soil treatment Is used for subterranean termite protection, the sleeve shall have a moxl-mum 15. PROVIDE HORIZONTAL REINFORCEMENT AT EVERY OTHER COURSE U51NO 120 TRU55-MESH BY HOHMANN d 4. WOOD TRU55E5 MUST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND MEAN ROOF wall thickness of 0.010 Inch (0.25 mm), and be sealed within the slab using a non -corrosive clamping device to BARNARD. HEIGHT MUST BE SHOWN ON THE SUBMITTED SHOP DRAWIN55. eliminate the annular space between the pipe and the sleeve. No termiticides shall be applied Inside the sleeve. 5. Gleaning. Cells and cavities In masonry units and airgaps between brick, stone or masonry veneers and the structure V. CARPENTRY 5. CONTINUOUS BOTTOM CHORD LATERAL BRAGINS 15 REQUIRED AT A MINIMUM 5PAGIN& OF 10' O.G. UNLESS NOTED shall be cleaned of all non -preservative treated or non -naturally durable wood, or other cellulose -containing material OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER END. prior to concrete placement. OVERLAP CONTINUOUS BRACIN& AT LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2X4 (ROOF), 2X6 (FLOOR) a. Exception: Inorganic material manufactured for closing cells in foundation concrete masonry unit construction or I. DIMENSIONED LUMBER SHALL BE DRESSED 546, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S GRADE MARKED LUMBER AT LEAST 10' LONG, WITH 2-I6d NAILS AT INTERMEDIATE AND 5-I6d NAILS AT END clean earth fill placed In concrete masonry unit voids below slab level before termite treatment is performed. ASSOCIATION. CONNECTIONS. 4. Concrete bearing ledge. Brick, stone or other veneer shall be supported by a concrete bearing ledge at least equal to the total thickness of the brick, stone or other veneer which Is poured Integrally with the concrete foundation. No 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 6. CROSS BRAGINC IS REQUIRED AT MINIMUM 10' O.G. UNLESS NOTED OTHERWISE. LOCATE GROSS BRAGIN& AT OR supplemental concrete foundation pours which will create a hidden cold joint shall be used without supplemental NEAR THE BOTTOM CHORD BRACING. INSTALL GROSS BRAGINS AT EACH END AND AT 20' O.G. ALONE THE treatment In the foundation unless there is an approved physical barrier. An approved physical barrier shall also be 5. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (5YP) NO. I GRADE OR BETTER, WITH LENGTH OF THE LATERAL BRACING. GR05 BRACIN& 15 ACCOMPLISHED BY ATTACHING OIA60NAL WEB BRACING Installed from below the wall sill plate or first block course horizontally to embed In a mortar Joint. If masonry veneer SINGLE MEMBER (UNFACTORED) STRESSES AS FOLLOWS: TO OPPOSITE SIDES, OF THE SAME GROUP OF SIMILAR WEB MEMBERS. SLOPE OR055 BRACING IN OPPOSITE extends below grade, a termite protective treatment must be applied to the cavity created between the veneer and a. Fv = 40 P51 DIRECTIONS AT APPROXIMATELY 45 DEGREES FORMING A CROSS "X". USE A MINIMUM OF 2x4 SRADE MARKED the foundation, In lieu of a physical barrier. b. Fe, = 475 PSI LUMBER WITH AT LEAST 5-I6d NAILS AT EACH CONNECTION. a. Exception. Veneer supported by a structural member secured to the foundation sidewall In accordance with a. E Is 1,600,000 PSI A0I550/A5GE 5/TM5 402, provided at least a 6 Inch (152 mm) clear Inspection space of the foundation sidewall d. 101% MAXIMUM MOISTURE CONTENT 1. TRU55 ERECTOR 15 RESPONSIBLE FOR ALL TEMPORARY BRAGI146 OF TRU55 SYSTEM DURING CONSTRUCTION. exterior exist between the veneer and the top of any soil, sod, mulch or other organic landscaping component, e. FRAMING LUMBER SHALL BE 02 SPRUCE -PINE -FIR OR BETTER. deck, apron, porch, walk or any other work Immediately adjacent to or adjoining the structure. f. INTERIOR NON -LOAD BEARING WALL5 MAY BE UTILITY GRADE. 6. HANDLING, INSTALLATION, AND BRAGIN& OF WOOD TRU55E5 SHALL BE IN ACCORDANCE WITH "HIB-41", PUBLISHED 5. Protection against decay and termites. Condensate Imes, Irrigation/sprinkler system risers for spray heads, and roof BY THE TRUSS PLATE INSTITUTE. downspouts shall discharge at least I foot (305 mm) away from the structure sidewall, whether by underground 4. ALL LUMBER IN CONTACT WITH MA50NRY OR CONCRETE SHALL BE PRE55LRE TREATED. 4. ALL WOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED HURRICANE ANCHORS, RATED piping, tall extensions or splash blocks. Gutters with downspouts are required on all buildings with eaves of less than b Inches (152mm) horizontal projection except for gable and rakes or on a roof above another roof. 5. PRE55LRE TREATED LUMBER SHALL BE PROVIDED IN ACCORDANCE WITH THE AMERICAN WOOD PROTECTION TO CARRY UPLIFT LOADS SPECIFIED BY TRUSS MANUFACTURER. b. Preparation of building site and removal of debris. ASSOCIATION LATEST STANDARDS. a. All building sites shall be graded to provide drain -ago under all portions of the building not occupied by basements. 10. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON 5TRON6-TIE, OR APPROVED b. The foundation and the area encompassed within) foot (505 mm) therein shall have all vegetation, stumps, dead 6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE 1) SHEATHING WITH EXTERIOR SLUE. ALL EQUIVALENT MANUFACTURER. ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY THE MANUFACTURER. roots, cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign ROOF 5HEATHINS TO BE INSTALLED WITH PLYGLIP5. (MAXIMUM 24" O/C). THICKNESS, TO BE MINIMUM '1/Ib" FOR material. The fill shall be compacted to assure adequate support of the foundation. SHINGLE ROOF AND 1/2" FOR TILE ROOF. 11. TRUSSES ARE TO BE DESIGNED TO ALLOW FOR THE PROPER ROUTING OF A/C, DUCT WORK AND PLUMBING. c. After all work Is completed, loose wood and debris shall be completely removed from under the building and within CHASES SHALL NOT BE BLOCKED BY WOOD TRU55E5. I foot (505 mm) thereof. All wood forms and supports shall be completely removed. This Includes, but Is not limited 1. NAILING FOR PLYWOOD WALL SHEATHING SHALL BE 8D RING SHANK • 4" O.G. m PANEL EDSES, AND b" O.G. 15 NOT ALLOWED. to: wooden grade stakes, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, forms -containing In location where such materials are not clearly visible and readily INTERMEDIATE. NAILING FOR ROOF SHEATHING SHALL BE AS PER DETAIL. 12. PILING OF PLYWOOD ON WOOD TRUSSES or other cellulose material placed any removable prior to completion of the work. Woodsholl not be stored In contact with the ground under any building. 8. ALL FLOORING MATERIAL TO BE 5/4" T46, PLYWOOD, NAILED AND SLUED TO FLOOR JOISTS. FLOOR NAIL WITH 15. INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD TRU55E5 15 NOT ALLOWED. IOd NAILS AT 5" 0/G AT PANEL EDGES, 6' O/C, IN THE FIELD. STAS&ER NAILS AT 2' Old, AT BUTT ENDS OF 14. IMPROPER OR UNAUTHORIZED FIELD ALTERATIONS OF WOOD TRUSGE5 15 NOT ALLOWED. PLYWOOD 5HEATHINC. 4. INSTALL BRID6IN6 IN ALL (2X) FLOOR OR ROOF J015T5 AT 6'-0" MAXIMUM. INSTALL BLOCKING IN ALL 5EARIN6 15. &ABLE ENDWALL TRU55E5 MUST TRANSFER LATERAL LOADS TO THE SHEAR WALL5 AND/OR THE ROOF WALLS AND PARTITIONS OVER 4'-O" o MID -HEIGHT. BRACE GABLE END WALLS AT 4'0" 0/C WHERE WALL DIAPHRAGM. ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR FRAMING 15 NOT CONTINUOUS FROM FOUNDATION TO ROOF, OR AS, SHOWN ON DRAWINGS. Ib. WOOD TRU55E5 THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED. DO NOT PULL WOOD INT. ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT 10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION TRUSSES DOWN TO INTERIOR BMEET INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED 14EREN. CONTRACTOR, AS PROJECT COORDINATOR REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. SHALL ISE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT 11. SUBMITTALS: ALL SUBMITTALS SHALL BEAR THE EMBOSSED SEAL OF A LICENSED STRUCTURAL ENGINEER IN HAS BEEN INSTALLED PER MANUFACTURERS SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS 11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONOTIE CO., OR THE STATE OF FLORIDA AND SHALL BE SUBMITTED TO CONTRACTOR FOR REVIEW PRIOR TO WOOD TRU55 AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. EQUIVALENT. SUBMIT GUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL. ALL FABRICATION. NAIL HOLES SHALL BE FILLED OR AS, PRESCRIBED BY THE MANUFACTURER. a. SUBMIT SEALED WOOD TRUSS DE51&N CALCULATIONS AND PROFILES FOR EACH TYPE OF TRUSS WITH PERMANENT BRID61N6 REQUIREMENTS. FINE -CAST AND PRE -STRESSED CONCRETE COMPONENTS -0 4ALL BE USED AND INSTALLED PER MANUFACTURER'S 12. PROVIDE A 51NSLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD WALLS. b. SUBMIT WOOD TRUSS ERECTION PLAN, INCLUDING CONNECTION DETAILS AND UPLIFT ANCHORS. SPECIFICATIONS. PRE -CAST LINTELS HAVE BEEN REVIEWED AND PLACED BASED ON DESIGN ALLOWABLE LOAD INFORMATION PROVIDED BY CAST CRETE. THEREFORE, CAST CRETE IS A DELEGATED ENGINEER FOR THIS PROJECT. 5TAS6ER END JOINTS IN DOUBLE PLATES AT LEAST 4'-0" PER DETAIL. 2 X 4 SILL PLATES FOR BEARING WALLS c. SUBMIT WOOD TRU95 TEMPORARY ERECTION BRACINS PLAN. d. MAINTAIN COPY OF SUBMITTAL ON JOBSITE. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER ALL OTHER STRUCTURAL SHALL BE BOLTED TO FOUNDATION AS, PER BEARING WALL DETAIL. PRE -CAST COMPONENT MANUFACTURERS MUST SUBMIT DESIGN LOAD INFORMATION TO ENGINEER OF RECORD FOR APPROVAL. ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY CHANGES AFTER SUCH INFORMATION HAS 15. LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT STRUCTURALLY BEEN PROVIDED FOR REVIEW. CONTRACTOR AS PROJECT COORDINATOR SHALL BE RESPONSIBLE FOR INSURING APPROVED ARCHITECTURAL WALL PANEL JOINTS STUDS SHALL BE TRIPLED AT ALL CORNERS INFe-w ATION RPOZATED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN 14. WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2x12 HEADERS UNLESS NOTED OTHERWISE ON PLANS, WITH CONTINUOUS 1/2" PLYWOOD FILLER GUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS. 15. RE6ARDLES5 WHAT 15 SHOWN, FRAME WALLS W/ 5TUCG0 FINISH SHALL BE CONSTRUCTED OF 5-P-F SIZE AND SPACED AS, FOLLOWS: 2X4 • 16" O.G. FOR UP TO 8 FT HIGH, 2X6 • 16" O.G. FOR UP TO 10 FT HIGH, 2X6 • 16" FOR UP TO 14 FT HISH. S UD5 FOR OTHER HEISHT5 AS, SHOWN ON PLANS. 16. RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREA5 UNLESS OTHERWISE NOTED. MEMBER SIZE MAXIMUM SPAN (SYP #U 2X4 6FT 2X6 8FT 2XB 10 FT 2 X 10 12 FT 2 X 12 14 FT NOTE I: RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUS NAILING OF SHEATHING OR BRACED AT 24" O/C, WITH MINIMUM IX4. NOTE 2: RAFTER SPACIN& NOT TO EXCEED 24" O/G. NOTE 5: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS OTHERWISE NOTED ON PLANS. NOTE 4: CONNECTOR SCHEDULE a. SIMPSON MT520 OR HIOA (OR EQUAL) BETWEEN GAT BLOCKING AND ROOF TRU55E5. b. SIMPSON H5 (OR EQUAL) BETWEEN RAFTER TAILS TO GAT BLOGKIN&. c. SIMP50N RR (OR EQUAL) BETWEEN THE RAFTERS AND RIDGE BOARD. d. 51MP50N 0520 AT ENDS OF RIDGE BOARD, OR SIMPSON JOIST HANGER WHERE APPLICABLE. 5TRUCTURAL PRODUCT APPROVAL5 APPLICATION REFERENCE / MANUFACTURER FL APPROVAL No. GC, EGG, PG, EPG FL 10860 CAPS AND 5A5E5 ABU FL10860 HU, HUG FL 10655 HOT, MBHA FL 108bb HD, HP08, HHDQ FL 10441 CONCRETE / MA5ONRY CONNECTORS PETAL, FOTR, HETA, HHETA, HM, HT5M, HOAM, HOUM, LOUM, LTA, META, FL 11413 M5TAM, M5TGM, MT5M HGA10, LOT, MOT, M5TC, VGT FL 11410 HTT, LTT FL 114% LRU, L55U, L5U, THA FL 10441 HHU5, H50L, H5UR, HU, HUG, IU5,IUT, LU, LU5, MU,5UL, 5UR, U FL 10551 / FL 10655 HGU, HGUQ, H605, HHGU, HH05, HUCQ, HU5, LCU, LU5, MOU, MSCPT, THA, THGB, FL 10531 / FL 11468 HANGERS TH60, THGNI, THJU B, BA, HB, LBV FL 10661 EG, GB, 61-5, 61-5T, OLT, GLTV, HGB, HGL5, HOLT, HGLTV, HHB, HHBD, HIT, H►N, HAI, HWU, IT5,I17, MEG, MIT, M5C, W, WI, MP, FL 10661 WNPU, AP, WPI, WPU, A, FC, GA, H, HGA, HH, L, L5, LPT, Z FL 10446 STRAPS AND TIES MP, FTA, H, HOT, HTS, LFTA, LTS, MTS, R5P, R5T, 5P, 5PH, 55F FL 10456 CM5T, C5, FHA, H5T, L5TA, L5TI, M5T, M5TA, M5TC, M5TI, 5T FL 10852 CAST-CRETE FL 155 PREGA5T LINTEL5 POWERS 5TEEL INC. FL 3114 / FL 5450 AVAILABLE. UPON REVIEW, ENGINEER OF RECORD WILL PROVIDE A REVIEW LETTER INDICATING ANY CHANGE IN STRAPPING OR SUPPORT BASED ON THAT REVIEW. CONSTRUCTION COMMENCING PRIOR TO ENGINEER'S REVIEW IS SUBJECT TO MODIFICATION BASED ON REVIEW LETTER EXTERIOR CEMENTITIOUS FINISH CEMENTITIOUS FINISH OVER FRAME TO BE A MINIMUM -1/8" IN THICKNESS CEMENTITIOUS FINISH OVER CMU TO BE A MINIMUM 5/8" iN THICKNESS TO MEET ASTM CS26 WIND LOADS - PF-51ON PRE55URE5 Florida Building Code 6th Edition (201-1) and A5CE '1-10 Methods ULTIMATE WIND 5PEED (MPH) 145 3 5 4 a a 2 1 2 3 5 5 a 3 2 3 2 5 `1' ZONE _ a EXP05URE GATEGORY G BUILDING R15K CATEGORY II ROOF 5LOPE Roof > 7 to 27 degrees INTERNAL PRE55URE COEFFICIENT 0.15 ENCL05ED TOPOGRAPHICAL FACTOR 1.0 FLAT MAXIMUM BUILDING HEIGHT 60 FT WIDTH OF EDGE STRIPS (a) 8 FT OPENING PROTECTION REQUIRED COMPONENT 4 CLADDING DE51GN PRE55URE (P5F) (INCLUDING WINDOWS AND DOOR5) - A5D Area of C$0 (5F) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative 10 25.5 -40.5 25.8 -71.3 25.5 -105.3 44A -45.6 44A -59.9 20 23.5 -35A 23.5 -64.5 23.5 -97.2 42.5 -45.4 42.5 -55.1 50 20.6 -57.5 20.6 -56.7 20.6 -89.1 40.0 -43.7 40.0 -50.2 100 15.1 -55.6 15.1 -51.5 15.1 -82.6 55.1 -40.5 35.1 -45.4 Garage Doors 32.2 -36.5 32.2 -36.5 iz M �00 � iM r Z a _ w en � O 2 ZgZ' OZ Op S w s" � E o LU �, 1 g= W w LLJ LUR o w O� o LU � 9 C"a LLJ `__ r LU 0 LU =� k Cj ' LL 4', u l P e � 0 J, � a ®� �i<L m i , .'• e, , ® Q LU fr o J U) Z 0 W it C ■� m N ■� a) a c 0 cc 0 CZ mi C/) 0 L ai CZ LL Q _r_ = N N N N N www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320,00 PROJ MGR: LCC DRAWN: LCC CHECKED: STRUCTURAL DETAILS SD1 QI��I■I■■I■NOW I SEE FLOOR PLAN -I---------I-� II II II II .I I. I—I---------I—I II II II II w HORIZONTAL fREINPOP.CZMENT AT EVERY OTHER COURSE USING 120 TRUSS -MESH BY HOHMANN 4 BARNARO. ---------I II II II II II II ---------I II II .I I. II II % II II ------------I---- A SD2 TYPICAL 1" IASONRY 5HEAR WALL NOT TO SCALE A or G DETAILING DIMENSION I/ i t OR 2 iz DETAILING DIMENSION I BAR SIZE lee, NOOK 90' HOOK AorG D AorG D 03 5" 3" 2 1/4" 6" 2 1/4" �� (211 A 3�� all 311 05 -111 5�� 3 3/4" 10" 3 3/4" all 611 4 1/2" 12" 4 1/211 1011 51/4" 14" 51/4" 1111 all (oil 16 (oil «5 15" 11 3/4" 9 1/2" 19" g 1/2" 010 11111 13 1/4" 10 3/4" 22" 10 3/4" STANDARD MOCK cJD2 NOT TO SCALE MASONRY WALL BRICK MOLDING DOOR JAMB 3/16 X 3' MASONRY SCREWS + 16" Or- W! 1 L/4" EMBEDMENT SHIMS M DOOR JAMB DETAIL - MA50NRY SD21 NOT TO SCALE SD2 KO. OR U-BLOCK TIE BEAM W/ (U-45 BAR HORIZ. CONT. UPPER 4 LOWER T.O.M. OS BENT BAR 25" EA. WAY INTO HORIZ TIE BEAM 4 VERTICAL REINF. CELL UPPER T.O.M. - — - — - — - PER PLAN '1 _LOWER TAM_ PER PLAN 45 BAR VERT. REINR j 1 IN FILLED CELL STEPPED 1" tASONRY TIE BEAM PRECAST CONIC. LINTEL W/ SEE SCHEDULE NOT TO SCALE SD2 VERTICAL REBAR CENTERED IN CELL SEE PLAN FOR LOCATIONS. FILL CELL WITH CONCRETE OR GROUT. PROVIDE DOWEL TO MATCH VERTICAL REINF. - Z �O SD2 SEALENT HEAD NOMINAL NOTES: —REMOVE ALL PROTRUSIONS EXTENDING 1/2" OR MORE INTO CELLS OR CAVITIESTO BE GROUTED. — SPACES TO BE GROUTED SHALL BE FREE OF MORTAR DROPPINGS, DEBRIS, LOOSE AGGREGATES, 4 ANY MATERIAL DELETERIOUS TO MASONRY GROUT. TYP. VERT. FILLED CELL MASONRY REINF. DETAIL NOT TO SCALE -SEALENT BEAD _PRESSURE TREATED BUCKSTRIP (MIN 2 1/8" AS SHOW SHIM AS SHOUN WINDOW FASTENER (SEE UIDW INSTALLATION DETAIL) SEALENT BEAD WINDOW SILL PRE -CAST CONCRETE SILL SILL 4 PEADER DETAIL MASONRY OPENINGS Not TO SCALE 4-16d COM DOUBLE TOP PLATE 6d COM. + 6' DOUBLE STUD OC PT BOTT. PLATE 2-8d COM. 2-8d COM. oll rN"' DOUBLE END STUD DNOT TO SCALE 4 MIN. BEARING + EA. END ' (1) 05 BAR HORIZ IN-/ ' GROUTED P.C. LINTEL :1.. I. NOTE 2 BELOW) (U 5 BAR VERT RE INF. J IN FILLED CELL NOTE: 1. EACH JAMB OPENING TO BE REINFORCED W/ (1) 45 BAR VERT. IN GONG. FILLED CELL 2. PRECAST LINTEL FOR OPENING GREATER THAN OR EQUAL TO 6'-0" TO HAVE 05 BENT BARS INTO JAMBS AS SHOUN 3. PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. 1 TYPICAL PRECAST LINTEL NOT TO SCALE G FEW. (TYPJ FOOTING (SEE SHT, n) FOR SIZE 4 TYPE) LU _ZU LEN n' \VERTICAL FILLED CELL MINF. DOWEL AT CORNERS CONTINUITY OF REINF. IN FOOT ING5 SD2 2"x 4' COLUMNS W/ (1) ROW OF STAGGERED 6d COMMON WIRE NAILS (D ■ 0.62", L ■ 31/29 NOTES: SD2 2"x 6' OR 2'x V COLD W/ (2) ROIUS OF STAGGERED 6d COMMON WIRE NAILS (D ■ 0.62", L ■ 31/2") L ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES OF THE 4. FOR 4-PLY, PROVIDE 1/4" DIA x 5 Vl' LAG SCREWS OR EQUAL COLLIMId (SPACE AS SHOUN FOR 3-PLY) 2. ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS OF THE 5. FOR 5-PLY, PROVIDE L/4" DIA x 1' LAG SCREWS OR EQUAL LAST LAMINATION (SPACE AS SHOIW FOR 3-PLY) PEN 3. FOR 3-PLY, COLUMN SHALL BE NAILED AS SHOUN FROM EACH 6. REFER TO NDS SECTION S3 FOR ADDITIONAL INFORMATION SIDE (ONE INTO EACH OUTSIDE FACE OF B.LLC, SAME NLMBER OF ROWS, SAME SPACING) TYPICAL STUD COLUMN AND JACK NAILING NOT TO SCALE DOUBLE TOP ^`�-2-16d COM. ol PT WIT, PLATE P END STUD INT. SD2 NOT TO SCALE OhIP BEAM -BLOCK" (TYP) AP VERT. FILLED CELL Ap .. REINF. DOWEL W/ �- luBM BEAM REN. Z U BOND BEAM REINF. il! N FILLED CELL BEAM AT COFnJER CORNER BAR TYPICAL R OC -our B 4 FORM AND POUR TIE BEAMS CONTINUITY OF TIE 5EA1" I REINF. AT CORNERS DETAILS NOT TO SCALE 2x6 PT WOOD JAMB GARAGE DOOR CONSTR. AS PER GARAGE DOOR MANUF'S SPECIFICATIONS MIN. 6' EMBEDMENT UY 2' Sa x 3/16" WASH. (4 PER SIDE) s AT 24' O.C. AT TOP C GARAGE DOOR DETAIL SD2 J NOT To SCALE DOUBLE TOP PLATE BLOCKING TYP. FOR ALL INT. PARTITION WALLS AS WELL Q TOP PLATE FASTENERS SD2 NOT TO SCALE FLOOR TRUSS STRAPPING: PER FRAMING: PLAN 2x STUDS AT 16" OjC. 2x P.T. SOLE PLATE 1/4"x4' MASONRY SCREWS SPACED + 6" O/c. �a ROW OF 2x BLOCKING + MID HT FOR WALL VEt WAWVAfflk1W 2x BLOCKING + 3rd PTS FOR WALL HT + 8'-6' SEE FLOOR PLAN FOO WMROF STUDS L_ \ BRCS. FRAME WALL SECT (NO UPLIFT). SD2 T � 1 _- 41Y ti5 [] Td. 5 _ $ELU W ' O w LiJ i,3 cc � cm ccccW � = ..g LLJ x-a 12in' oo Wsp vi U &,, ® w 0 Lu LU tr CC C) J i0i z mis O Lli rn w F a� 0 1956 N g N i= o C O ■� m � N .� cz a ->_ mid -0 c� -0 J U5 0 L c (- i i � N N N N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: LCC DRAWN: LCC CHECKED: STRUCTURAL DETAILS SD2 M NOTE: ATTACH PT BUCK i WINDOW FRAME TO MASONRY W/ 3/16" TAPCONS 16" O.0 1 4' FROM ENDS W 11 V4" PENETRATION. MANUFACTURE'S SPECS FOR TAPCON SPACING SUPERC:EDE GENERIC SPECS. WIND RESISTANT PRE-ENGINEERED SILL I145TALLED PER MANUFACTURE'S SPEGIFIGATION5. REFER TO WINDOW PRODUCT APPROVAL SHEET FOR INSTALLATION INFORMATION BY MANUFACTURER EXTERIOR WINDOW BUCK DETAIL CMU WALL ABOVE AS PER TYPICAL WALL SECTIONS PRE -CAST LINTEL ATTACH 2X PT BUCK TO MASONRY OPENING; W/ 3/I6" TAPC:ONS 16" O.C. AND 4" FROM END W/ 11/4" PENETRATION. INSTALL DOOR TO BUCK PER MANUFACTURER'S SPECS. 3/4" RECESS N SLAB EXTERIOR DOOR BUCK DETAIL NOT TO SCALE PROVIDE I/8' SPACING AT PANEL EDGES 15/32' C:DX PLYWOOD SHEATHING; PROVIDE 2x4 BLOCKING • ALL SHEATHING SEAMS, 48" BACK OF GABLE END. NAIL SEAM W/ 10d RI Irs SHAWL NAILS a 40o a EA SIDE OF SEAM PREFABRICATED WOOD TRUSSES 24" ON CENTER - SEE ROOF PLAN HORIZONTAL 'RAT RUNS' 2x WOOD FASCIA SEE TYPICAL WALL SECTION NAILED W/2-16d NAILS a EACH TRUSS 10d RING SHANK NAILS AT 6"oc. AT PANEL EDGE AND INTERMEDIATE SUPPORT 4' or. a GABLE ENDS FIRST 48" BACK t FASCIA 1/16"SPACE AT PANEL ENDS D TYPICAL ROOF SPEATPING NAIL PATTERN NOT TO SCALE 10d X 1-1/1" NAILS • 3" O.C. STAC4L (TYP) CLIP EDGE OF SHEATHING NEEDED FOR ROTATED POSITIC BLOCKING PANEL DETAIL N.T.S. 8d NAILS a 3" O.C. INTO EACH BLOCKING; PANEL ROOF SHEATHING; AS PER SECTIONS FASTEN EACH BLOCK TO CMY W/ SIMPSON RBC CLIP W/ lk X 1-1/2" LONG NAILS AT WOOL (3)1/4"X2-1/4' LONG; TAPCOI CMU TRUSS CONNECTOR AS TRUSS LAYOUTS 2x4 a TOP 146" MIN. PLYWOOD OR OW SHEATHING; 2X4 P.T. a BOTTOM *" JO (2) 8d tOENAILS 2X4 BLOCKINC; TRUSS CHORDS (TYP) ROOF TRUSS AS PER PLANS )D BLOCKING; PANEL BETWEEN HISSES a 4'-0" O.C. SEE DETAIL 30YE FOR BLOCKING; PANEL. MTRUCTION MW WALL AS PER -v-GtIC>r1S EXTERIOR WALL DETAIL AT Y ROOF TRUSS BEARING SD3 N.T.5. SHEATHING AS PER SPECIFICATIONS FASCIA AS PER ARCHITECTURAL DRAWINGS 21x8" BLOCKING a MID ELEVATION 211x8" a 12" O.G. 1/2" 065 W/ SD NAILS a 4" O.C. AT EDGES AND 4" INTERM. — PRE-ENGINEERED TRUSS AT 2'-0" O.C. TIRUSS LAYOUT SIMPSON SP2 SIMPSON LTT19 o EA END SIMPSON 61-1 1/1110 x8" ANCHOR BOLT a 32" O.G. IQd=-OUT BLOCK W/ 50 POURED SOLID FRAMING ABOVE TIE BEAM ROOF SHEATHINGS NAILS AS SPECIFIED (SEE NOTES/DETAILS) 2X6 BEVEL CUT SYP 02 S-DRY LEDGERS a EA NIP -SET TRUSS. ATTACH TO TOP CHORD W/ IOD NAILS a 6" O.C. STAGGERED NOTE I: IF LEDGERS ARE INSTALLED AFTER ROOF SHEATHING IS ATTACHED TO TRUSSES, FASTEN TOP OF BEVELED LEDGER TO ROOF SHEATHING WIT14 FULL BEAD OF CONSTRUCTION ADHESIVE. OPTIONAL ADHESIVE. SEE NOTE I. HIP-5ET ROOF TRL65E5 0 24" O.G. ROOF SHEATHING; ROOF SHEATHING SUPPORT z LEDGER DETAIL AT HIP -SET TRUSSES SD3 N.T.S. TYPIGAL NAILING 5GHEDULE Ledger strip Ibd common 3 at each joist Sole plate to Joist or Ibd common 16' O.G. blorkinci, face nail Top of sole plate to stud, Ibd common 2 and nailed Stud to sole plate, toe nail 8d common 4 Doubled studs, face nail IOd common 24"OL. Doubled top plates, face IOd common 16' along each nail edge Continuous header to 8d common 3 stud, toe nail IX8 sheathing or less to 8d common 2 each bearing, face nail Over IX8 sheathing to 8d common 3 each bear , face nail Build corner studs Ibd common 24' O.G. Build-up grlders and 20d common 32' O.G. at top beams up to three members and bottom and staggered 2 ends at each lice 1/2, 6�.,um Sheathing II ga 1-4" 4-OL. at edges 7/I6' head 6' o.c. at other bear . 5/8' 6gpsum sheathing II go 1-3/4' 4-OL. at edges 1/16" head 8' o.c. at other bear) . 6jpsum hlallboard 1/2' 1-3/8" drywall nail I OL. on callings VOL. on walls 5/8" 1-1/2' "all nail TOL. on callings VOL. on walls Hardboard Lap SWIrg, 8d corrosion resistant lb' OL. at top Direct to Studs with minknum shank and bottom edges dia. of 0.0440 Inch and minimum head dia. of 0240 Inch Hardboard Lap Skiing, IOd corrosion resistant 16' OL. at top over sheathing with minImi n shank ad bottom edges dla. of O.OQ90 Inch and minimum head dia. of 0240 Inch Hardboard Patel siding, bd corrosion resistant b' OL. at edges Direct to Studs with minftn shank 12' OL. at dia. of OAQ20 Inch Intermediate and minimum head supports dia. of 02Z Inch Hardboard Patel siding, 8d corrosion resistant 6' OL. at edges Over to Sheathing with minima shank 12' OL. at dia. of 0.06120 loch Intermedlate and minimum head wpports dia. of 02Z Inch mMM o tJ tg„ SR z � alit � Z � w (7 o L i a E t g w z � QQ5 2 LU ii w mmm LU vi C3 g S2o 0 Cl) z O co > w Er O ■� m N Cz a N O Cz U) L (ll C _O LL N (1) N (1) N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: LCC DRAWN: LCC CHECKED: STRUCTURAL DETAILS SD3 r HVAC GENERAL NOTES 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 CONTRACT DOCUMENTS DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE THE WORK WHICH IS INDICATED ON ANY OF THE DIVISIONAL CONTRACT DOCUMENTS. REVIEW AND COORDINATE THE SCOPE OF WORK WITH ALL DOCUMENTS AND TRADES TO ASSURE A COMPLETE AND FUNCTIONAL SYSTEM IS BID AND INSTALLED. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED TO COMMENCE AND COMPLETE HVAC WORK. SUBMIT FULL SUBMITTALS OF ALL HVAC EQUIPMENT AND MATERIALS TO THE ENGINEER FOR REVIEW, WHETHER IT IS EXACTLY AS SPECIFIED OR NOT. THE CONTRACT DOCUMENTS AND SUBMITTALS OF ALL TRADES SHALL BE COORDINATED AND BE VIEWED IN CONNECTION AND CONJUNCTION WITH EACH OTHER TO INSURE THE PROPER LOCATION AND INSTALLATION OF ALL DEVICES AND EQUIPMENT. MAKE PARTICULAR NOTE OF LOCATIONS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. HVAC DRAWINGS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE HVAC SYSTEM COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THESE COMPONENTS SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SUBMITTALS, AND SIMILAR CERTIFIED .DATA. ALL HVAC EQUIPMENT INSTALLED OUTDOORS SHALL BE SECURED TO ITS SUPPORT AS DETAILED BY THE STRUCTURAL ENGINEER FOR THE REQUIRED WIND LOAD DESIGN. ALL EXTERIOR EXPOSED MATERIALS SHALL BE CONSTRUCTED OF NON-FERROUS MATERIALS AND BE PAINTED WITH TWO COATS OF RUST INHIBITOR PAINT. INSTALL AND TEST ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MAINTAIN ADEQUATE SERVICE SPACE AS REQUIRED. SERVICE SPACE SHALL BE CLEAR OF DUCTS, PIPES, CONDUITS, WALL STUDS, CEILING HANGERS, AND ANY OTHER CONSTRUCTION APPURTENANCE. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL CEILING/FLOOR/WALL ACCESS PANELS THAT MAY BE REQUIRED FOR THE INSTALLATION, INSPECTION, AND SERVICE OF HVAC EQUIPMENT WHETHER OR NOT IT IS SHOWN. ACCESS PANELS TO BE SELECTED BY THE ARCHITECT. ALL WALL MOUNTED THERMOSTATS AND SIMILAR SENSORS SHALL BE INSTALLED AT A CENTER LINE ELEVATION OF 4'-0" ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED ON DRAWINGS. LOCATION OF THE SENSORS SHALL BE COORDINATED WITH THE OTHER TRADES FOR A NEAT APPEARANCE. FINAL LOCATION OF .THE SENSORS SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER. PERFORM FINAL TESTING AND BALANCING OF ALL HVAC SYSTEMS IN ACCORDANCE WITH AABC OR NEBB STANDARDS. RECORD ALL DATA ON STANDARD "AABC" OR OTHER APPROVED FORMS, AND SUBMIT TO THE ENGINEER FOR REVIEW. AT PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 HOURS OF TRAINING ON THE OPERATION AND MAINTENANCE OF THE HVAC EQUIPMENT. CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY ON PARTS AND LABOR FROM THE DATE OF SUBSTANTIAL COMPLETION. EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET METAL. SEAL ALL DUCT JOINTS WITH HARDCAST. ALL DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THE LATEST EDITION rr OF SMACNA" DUCT CONSTRUCTION STANDARDS. FABRICATE DUCTWORK TO THE 2" W.G. PRESSURE CLASS AND SEAL TO SEAL CLASS C. DUCTWORKr r AIR DEVICES AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING OR P CEILING SUSPENSION SYSTEM. AIR DEVICES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE FROM AT LEAST TWO POINTS. COORDINATE LOCATION OF AIR DEVICES WITH ALL OTHER TRADES. 100 X4X2 i Aitor QC 0 �S �. M EAD1 100 O 8X8 DG1 EAD1 Q2 200 8X8 3 � E 1 I � 3 Mwo i1� 24X2E 3 .. _ 9 ...€ �., 155 SF _F_..... ;... 6 S r' 1 .... .........<.,.... „.. «,,,, i �,,... V � � EAD1 1200 8X8 ._ ._ _._ .._.__._.... .. ...... I � I Arbor Mafir� Entry Arbor I � i I g i E I O; I I}j ` t ....._,I �.._._. s f a HVAC SYMBOL _LEGEND SYMBOL DESCRIPTION 2 ROUND DUCTWORK SIZE, WHERE THE DIMENSION IS THE INSIDE PLAN VIEW DUCTWORK DIMENSION z EXHAUST AIR CEILING AIR DEVICE —DG-> DOOR GRILLE AIR DEVICE FOR TRANSFER OF AIR, ARROW INDICATES AIRFLOW DIRECTION TAG SUPPLY, RETURN, TRANSFER, OUTSIDE, AND EXHAUST AIR DEVICE SAW AIRFLOW IDENTIFICATION 150 --- CFM 80 SAD=SUPPLY AIR DEVICE, RAD=RETURN AIR DEVICE, TAD=TRANSFER AIR DEVICE, EAD=EXHAUST AIR DEVICE, f OAD=OUTSIDE AIR DEVICE NECK SIZE TAG 1 DG1 AIRFLOW 150 --- CFM DOOR GRILLE AIR DEVICE IDENTIFICATION 202 DOOR GRILLE SIZE, (LENGTHXHEIGHT) ❑T TEMPERATURE SENSOR OS SWITCH FAN SCHEDULE I FAN TAG - EF-T EF-2 EF-3 EF-4 SERVICE TYPE - EXHAUST AIR EXHAUST AIR EXHAUST AIR EXHAUST AIR AIR FLOW CFM: 1OG 200 200 100 EXTERNAL STATIC PRESSURE IN WG 0.5 0.5 0.5, 0.5 FAN TYPE - CEILING CEILING CEILING CEILING- DRIVE TYPE - DIRECT DIRECT DIRECT DIRECT MOTOR HP/BHP 66.9 WATTS 66.9 WATTS 66.9 WATTS 66.9 WATTS SPEED RPM 1014, 1014 1014 1014 SOUND SONES 2,5 2,5 2.5 2.5 VOLTAGE VIPHIHZ 12011160 12011160 12011/60' 120/1160 WEIGHT LBS 16 16 16 16 MANUFACTURER - COOK COOK COOK COOK MODEL GC488 GC-188 GC-18NOTES - 1,2,5,6,7 1,2,4,6,7�EG,C-188 2,4,6,7 1,2,3,6,7 NOTES .._.. 1. PROVIDE DISGONNECT. ....................... ... ..... ...... .• ...... ,..... .. _ _.. . 2. PROVIDE SOLID STATE SPEED CONTROLLER. ...... ........ .. 3. WALL SWITCH PRUVIDED By ELECTRICAL CONTRACTOR_ 4 INTERLOC WITH LIGHTS AND EN MINUTE DELAYS SWITCH PROVIDED ED BY ELECTRICAL CONTRACTOR. I 5. PROVIDE LINE VOLTAGE THERMOSTAT. 6 ITEE O PRVIDW A U U .. _-: _.._::. �._ L MANM GRILLE .. _ _ .............. ...M..... .. F. PROVIDE' BACKDRAFT DAMPER. 100 , 24X24F, Eqs.' CyEE— i EAD1 O100 8X8 HVAC FLOOR PLAN SCALE: 3/16"40" HVAC. CODE CRITERIA THE FOLLOWING IS A LIST OF ALL CODES ADOPTED DECEMBER 31, 2017 BY THE STATE FIRE MARSHALL'S RULE 69A3.012 F.A.C.: * FLORIDA BUILDING CODE 6TH EDITION (2017) - ALL SECTIONS * FLORIDA ENERGY EFFICIENCY CODE (FBC 2017), FLORIDA ENERGY CODE SOFTWARE: ENERGYGAUGE USA VERSION 6.00 * FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 69A-3.012 STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION ADOPTED. (1) EXCEPT AS SPECIFICALLY MODIFIED BY STATUTE OR BY THE STATE FIRE MARSHAL'S RULES, THE "FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017)," WHICH IS COMPRISED OF THE FLORIDA SPECIFIC EDITION OF NFPA 101, THE LIFE SAFETY CODE (2015 EDITION) AND THE FLORIDA SPECIFIC EDITION OF NFPA 1, THE FIRE CODE (2015 EDITION), ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE AND ARE APPLICABLE TO THOSE BUILDINGS AND STRUCTURES SPECIFIED IN PARAGRAPHS (A) AND (B) OF SUBSECTION (1) OF SECTION 633.206, F.S. IN ADDITION, THE FOLLOWING STANDARDS, EXCEPT AS SPECIFICALLY MODIFIED IN THE RULE CHAPTERS IN RULE TITLE 69A, ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE AND SHALL TAKE EFFECT ON THE EFFECTIVE DATE OF THIS RULE, AS A PART OF THE UNIFORM FIRE SAFETY STANDARDS ADOPTED BY RULE BY THE STATE FIRE MARSHAL AND ARE APPLICABLE TO THOSE BUILDINGS AND STRUCTURES SPECIFIED IN PARAGRAPHS (A) AND (B) OF SUBSECTION (1) OF SECTION 633.206, F.S.: * NFPA 70, 2014 EDITION, NATIONAL ELECTRIC CODE * NFPA 90A, 2015 EDITION, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS • NFPA 90B, 2015 EDITION, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITONING SYSTEMS AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR CONDITIONING ENGINEERS, INC. (ASHRAE) (INCLUDING ALL APPROVED ADDENDUM): ASHRAE FUNDAMENTALS 2017 ASHRAE GUIDELINE 4-2008, PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS * ASHRAE STANDARD 111-2008, MEASUREMENT, TESTING, ADJUSTING AND BALANCING OF BUILDING HEATING, VENTILATION AND AIR-CONDITIONING SYSTEMS SHEET METAL AND AIR CONDITIONING' CONTRACTORS' NATIONAL ASSOCIATION (SMACNA) (INCLUDING ALL APPROVED ADDENDUM): HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE, 3RD EDITION, 2005 HVAC SYSTEM DUCT DESIGN, 4TH EDITION, 2006 OTHER: * LOCAL CODES AND ORDINANCES NOTE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE HVAC DESIGN DRAWINGS COMPLY WITH THE ABOVE CODE CRITERIA. WHEN TWO OR MORE CODES OR STANDARDS ARE IN CONFLICT, THE MORE STRINGENT SHALL APPLY. EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 FLORIDA E8# 0027845 WWW.EMERALDMEP.COM EEI PROJECT# 180822 Right Wing Pavilion . £ U 81 `u, 0 CODED NOTES 1) REFER TO DETAIL ON THIS SHEET FOR CEILING MOUNTED EXHAUST FAN. 2) MOUNT EXHAUST GRILLE IN ROOF OVERHANG SOFFIT. CEILING EXHAUST FAN ATTACH TO BUILDING STRUCTURE. PROVIDE A MINIMUM OF FOUR ANGLES OR FACTORY 7r MOUNTING BRACKET(S) FOR HANGING ROD 1/4" THREADED ROD. ATTA(WMFMT VERIFY WITH FAN MANUFACTURER FOR FAN WEIGHT. FOR FANS UNDER 160 LBS. PROVIDE ISOLATOR BUSHINGS AT ROD/FAN INTERFACE. PROVIDE DUCT TRANSITION AS REQUIRED. EXHAUST DUCT. REFER TO HVAC FLOOR PLANS FOR SIZE. i AIRFLOW EXHAUST FAN FACTORY CEILING GRILLE. /<\ I CEILING NOTE: AIRFLOW FAN TO BE DIRECTLY SUPPORTED FROM BUILDING STRUCTURE ABOVE AND NOT FROM CEILING. AIR DEVICE TAG EADi DG1 SERVICE TYPE EXHAUST AIR TRANSFER AIR DESCRIPTION LOUVERED GRILLE (MINUS FILTER) LOUVERED DOOR GRILLE NECK RECTANGULAR RECTANGULAR AIR FLOW PATTERN 1-WAY 1-WAY' BLADESIVANES FIXED FIXED MATERIAL ALUMINUM ALUMINUM FINISH WHITE WHITE DAMPER OPPOSED BLADE NONE MANUFACTURER' PRICE PRICE MODEL 63OFF ATGH NOTES 1,2,3;4 1,34 NOTES 1; PROVIDE FRAMES/FLANGES AS RE 01k _..._ Q ED FO R CONSTRUCTION AND AS SELECTED BY ARCHITECT. 2. FACE OF AIR DEVICE TO BE HINGED AND CAPABLE TO FLIP DOWN FOR INT RN E AL CLEANING. N. 3 COLOR TO BE SELECTED BY HI ARCTECT, 4. PROVIDE REMOVABLE INSECT SCREEN. 0 8 436 ®s 0 � •® E tip m° �C! MICHAEL A CO`STELLO, PE FL. REG. NO. PE81436 U) Z O U^) Lu cc 0 ■ m cc N Cz Cl) 0- a� Mid C/) CIO > MIMI 0 -0 CZ -0 Lm o J 4) Q Q N N N BSB iN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: AM180320.00 PROJ MGR: MC DRAWN: CQ CHECKED: MC HVAC FLOOR PLAN PANEL "A" SQUARE D : QO 120/240V. 1 PH, 3W VOLTAGE/PHASE 200A MCB 200A BUS NEMA-1 SURFACE 22,000 AIC FEED-THRU LUGS OPTIONS: CKT AMPS POLE DESCRIPTION NOTES LOAD CKT AMPS POLE DESCRIPTION NOTES LOAD VA 1 20 1 RECEPT - TEUDATA 1 360 2 20 1 FUTURE LANSCAPE LTG 900 3 20 1 RECEPT - SEC/ACCESS 1 360 4 20 1 FUTURE LANSCAPE LTG 900 5 20 1 RECEPT- GENERAL 1 540 6 20 1 LOW VOLTAGE LIGHTING 5 539 7 20 1 RECEPT- COUNTER 1 360 8 20 1 LOW VOLTAGE LIGHTING 5 539 9 20 1 RECEPT- COUNTER 1 360 10 20 1 LOW VOLTAGE LIGHTING 5 539 11 20 1 RECEPT- GENERAL 1 900 12 20 1 LIGHTING CONTROLS 5 500 13 20 1 RECEPT - EWC 1 400 14 20 1 EMERGENCY/EXIT 4 200 15 20 1 RECEPT - WOMENS GFI 1 180 16 20 1 FANS - RGT WING 1 300 17 20 1 RECEPT - MENS GFI 1 180 18 20 1 FANS - RGT WING 1 300 19 20 1 RECEPT- VENDING 1 800 20 20 1 FANS - SITTING 1 400 21 20 1 RECEPT- VENDING 1 800 22 20 1 FANS - LEFT WING 1 300 23 20 1 RECEPT- GENERAL 1 720 24 20 1 FANS - LEFT WING 1 300 25 20 1 RECEPT - GENERAL 1 720 26 20 1 EF-1 1 100 27 1 20 1 RECEPT - COUNTER 1 360 28 30 2 WATER HEATER 2250 29 20 1 RECEPT - COUNTER 1 360 30 2250 31 20 1 RECEPT - SEASONAL 1 1000 32 20 2 INSTA HOT 1500 33 20 1 RECEPT-SEASONAL 1 1000 34 1500 35 1 20 1 RECEPT- SEASONAL 1 1000 36 20 2 PANEL 'B'(FEED-THRU) 3 9456 37 20 1 EF-4 1 100 38 9456 39 20 1 EF-3 1 100 40 30 2 SPD 2 1 0 41 20 1 EF-2 1 100 42 1 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. 2 #12 CU #12 CU GIRD - 1/2"C LIGHTING 11717 1.25 14646.25 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 8400 1.00 8400 MISC 22012 1.00 22012 2. INSTALL PER MANUFACTURER REQUIREMENTS 3. SEE RISER DIAGRAM FOR WIRE SIZES 4. BREAKER SHALL BE LOCKED IN THE "ON" POSITION 5. REFER TO LUMASTREAM DOCUMENTS 6. TOTAL 42129 45058.25 7. TOTAL DEMAND CURRENT 120/240V 1 PH 187.7 AMPS PANEL T" SQUARE D : QO 1201240V, 1 PH, 3W VOLTAGE/PHASE 200A ML4 200A BUS NEMA-11 SURFACE 22,000 AIC OPTIONS: CKT AMPS POLE DESCRIPTION NOTES LOAD VA CKT AMPS POLE DESCRIPTION NOTES LOAD VA 1 100 2 POOL PANEL `P' 1,2 '"''6 2 20 1 FUTURE EXT LI GHTI NG 500 3 W6 4 20 1 FUTURE EXT UC44T1 NG 500 5 1 20 1 SPARE 0 6 20 1 FUTURE EXT U C3 ITI NG 500 7 20 1 SPARE 0 8 20 1 FUTURE EXT LIGHTING 500 9 20. 1 SPARE 0 10 20 1 FUTURE EXT U GHTI NG 500 11 20 1 SPARE 0 12 20 1 FUTURE EXT U GHTI NG 500 13 1 SPACE ONLY 0 14 20 1 FUTURE EXT U GHTING 500 15 1 SPACE ONLY 0 16 20 1 FUTURE EXT LIGHTING 500 17 1 SPACE ONLY 0 18 20 1 F UTUF E EXT U GFITI NG 500 19 1 SPACE ONLY 0 20 20 1 FUTURE EXT LIGHTING 500. 21 1 SPACE ONLY 0 22 20 1 FUTURE EXT LI GHTI ING 500 23 1 SPACE ONLY 0 24 20 1 FUTURE EXT LIGHTING 500 25 1 SPACE ONLY 0' 261 1 SPACE ONLY 0 27 1 SPACE ONLY 0 28 1 SPACE ONLY 0 29 1 SPACE ONLY 0 30 1 SPACE ONLY 0. 31 1 SPACE ONLY 0 1 32 1 SPACE ONLY 0 33 1 SPACE ONLY 0 341 1 SPACE ONLY 0 35 1 SPACE ONLY 0 36 1 SPACE ONLY 0' 37 1 SPACE ONLY 0 38 1 SPACE ONLY 0 39 1 SPACE ONLY 0 40 1 SPACE ONLY 0 41 1 SPACE ONLY 0' 42 1 SPACE OI. 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. SEE RISER DIAGRAM FOR WIRE SIZES LIGHTING 6000 1.25 7500. HVAC - .COOL 0 0_Q0 0 HVAC.- HEAT 0 0.00 0: RECEPTACLE 0 0.00 0 Me 12012 1.00 12912 2. POOL EQUIPMENT PANEL BY OTHERS 3 4. 5_ 6, TOTAL 18912 20412 7. TOTAL DEMAND CURRENT @ 120/240VJ 1PH 85.1 AMPS LIGHTING POWER DENSITY CALCULATION SPACE TYPE TOTAL SQ FT ALLOWED LPD ALLOWABLE WATTAGE LOUNGE/BREAKROOM 2713 0.73 1980.49 RESTROOMS 471 0.98 461.58 CORR[DOR/TRANSITION 147 0.66 97.02 ACTIVE STORAGE 1308 10.63 1194.04 ELECTRICAL/MECHANICAL 180 10.95 176 TOTAL ALLOWABLE WATTS 2809.13 TOTAL ACTUAL WATTS 1619 PASSES 2017 FBC ENERGY CONSERVATION ARTICLE 405.4.2 YES ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING SURFACE MOUNT SCONCE FIXTURE ON FLUSH 4" SQUARE J-BOX, WITH MOUNTING SEE FIXTURE SCHEDULE A HARDWARE. LETTER INDICATES TYPE. ®q 1' X 4' FLUORESCENT FIXTURE, LETTER INDICATES TYPE SEE FIXTURE SCHEDULE ® A 2' X 4' FLUORESCENT TROFFER, LETTER INDICATES TYPE SEE FIXTURE SCHEDULE RECESSED DOWNUGHT WITH TRIM AND REQUIRED CEILING ADAPTERS. LETTER SEE FIXTURE SCHEDULE A INDICATES TYPE. X ® EXIT LIGHT, SHADING INDICATES NUMBER OF FACES, ARROWS INDICATE DIRECTIONAL SEE FIXTURE SCHEDULE INDICATORS REQUIRED. LETTER INDICATES TYPE. EM BATTERY POWERED EMERGENCY EGRESS LIGHT WITH WALL BRACKET, (2) HEAD SEE FIXTURE SCHEDULE UNLESS OTHERWISE NOTED. LETTER INDICATES TYPE. SWITCH, SINGLE POLE, 20 A. 120/277 VAC. REFER TO SPECIFICATIONS FOR DEVICE 48" AFF TO TOP COLOR, WALL PLATE COLOR AND MATERIAL, AND DEVICE MODEL NUMBER. UNLESS NOTED OTHERWISE SWITCH, THREE-WAY, 20 A. 120/277 VAC. REFER TO SPECIFICATIONS FOR DEVICE 48" AFF TO TOP COLOR, .WALL PLATE COLOR AND MATERIAL, AND DEVICE MODEL NUMBER. UNLESS NOTED OTHERWISE DUPLEQ RECEPTACLE, IREFER I DEVICE NOTEDUNLESS COLOR, WALLPLATE REQUREMENTS, AND EVI E MODEL NUMBER.CATIONS THE SYMBOLS BELOW THE DEFINE MOUNTING HEIGHTS: Q TWO (2) DUPLEX RECEPTACLES IN COMMON BOX, 20 A. 120 VAC. REFER TO > SPECIFICATIONS FOR DEVICE COLOR, WALL PLATE REQUIREMENTS, AND DEVICE 18" AFF TO CENTERLINE MODEL NUMBER. (p 4 ABOVE COUNTER SIMPLEX RECEPTACLE, 20 A, 120 VAC. REFER TO SPECIFICATIONS FOR DEVICE Q 36 COLOR, WALL PLATE REQUIREMENTS, AND DEVICE MODEL NUMBER. BELOW COUNTER L�,,--,,--,, NON -FUSED DISCONNECT SWITCH, 60" AFF TO TOP 60/W/3/N3R CURRENT RATING/FUSING/NUMBER OF POLES/ENCLOSURE UNLESS NOTED OTHERWISE i BRANCH CIRCUIT PANELBOARD, 120/208 V OR 120/240 V. SURFACE MOUNT 78" AFF TO TOP UNLESS NOTED OTHERWISE ELECTRIC METER 60" AFF TO TOP UNLESS NOTED OTHERWISE HOME RUN TO PANEL. LABEL INDICATES PANEL NAME AND CIRCUIT NUMBER(S). SEE SPECIFICATIONS CIRCUITS WITHOUT FURTHER DESIGNATION INDICATES A 2 WIRE CIRCUIT WITH A L1A-1,3 PARITY SIZED EQUIPMENT GROUND. CIRCUIT WITH MORE THAN 2 WIRES IS SHOWN AS FOLLOWS: = 3 PHASE WIRES AND AN EQUIPMENT GROUND = 3 PHASE WIRES, 1 NEUTRAL AND AN EQUIPMENT GROUND = 3 PHASE WIRES, 1 NEUTRAL, AN ISOLATED GROUND AND AN EQUIPMENT GROUND ALL CONDUCTORS ARE #12 AWG Cu UNLESS NOTED OTHERWISE. RACEWAY CONCEALED IN WALL OR ABOVE CEILINGS SEE SPECIFICATIONS RACEWAY CONCEALED UNDER FLOOR OR BELOW GRADE SEE SPECIFICATIONS "GFI" NOTATION MEANS ASSOCIATED DEVICE SHALL BE GROUND FAULT CIRCUIT AS DEFINED BY SYMBOL GFI INTERRUPTER TYPE. REFER TO SPECIFICATIONS FOR DEVICE COLOR, WALL PLATE REQUIREMENTS, AND MODEL NUMBER. WP "WP" NOTATION MEANS ASSOCIATED DEVICE SHALL BE MOUNTED IN WEATHERPROOF AS DEFINED BY SYMBOL ENCLOSURE. AFC 15,6251 AFC 11.5791 1 1 AFC 11,402-1 i 9 1 AFC 10.2051 B UTILITY PAD MTD TRANSFORMER 120/24OV.10 A ° i PANEL "A" PANEL "B" O 200A MCB 120/240V.10 200A MLO 120/240V.10 NEMA-1 NEMA-1 METER i o j 22K AIC N 22K AIC RISER DIAGRAM 120/24OV. 10 LC-1 0 NEMA 3R C i 6,634 AFC ° 10,000 AIC i NEMA-3R i PANEL P i 1BY 20/240V.1, i i i i i RISER DIAGRAM - WIRE TAG LEGEND �A 1 SET: (2) #3/0 CU, #3/0 CU N, 2" C. ❑B 1 SET: (2) #3/0 CU, #3/0 CU N. (1) #6 CU EG, 2" C. c� 1 SET. (2) #3 CU, #3 CU N, (1) #8 E.G. - 1 1 /4" C. G1 #2 CU GIRD AND 5/8" DRIVEN RODS PER NEC AND LOCAL CODE. BOND TO BUILDING STEEL AND/OR COLD WATER WHERE APPLICABLE. O KEYED DRAWING NOTES O 1. PROVIDE SURGE PROTECTION DEVICE AT PANEL INDICATED. LEA MODEL # SP200-120/240-SP OR APPROVED EQUAL. 2. LIGHTING CONTROL PANEL BY OTHERS. EMERALD ENGINEERING INC" 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT# 180822 ELECTRICAL SPECIFICATIONS 1. THE ELECTRICAL CONTRACTOR REFERRED TO HEREAFTER, AS THE "CONTRACTOR" SHALL PROVIDE A COMPLETE ELECTRICAL SYSTEM AS INDICATED ON THE DRAWINGS AND SPECIFIED HEREIN. 2. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED TO COMMENCE AND COMPLETE ELECTRICAL WORK. 3. CONTRACTOR SHALL REFER TO INTERIOR ARCHITECTURAL CASE WORK ELEVATIONS FOR EXACT MOUNTING HEIGHTS AND/OR LOCATIONS OF SWITCHES, OUTLETS, AND WIRING DEVICES. 4. ALL WORK SHALL BE PERFORMED DURING PERIODS ACCEPTABLE TO THE OWNER. SCHEDULE ALL WORK WITH THE OWNER'S REPRESENTATIVE BEFORE PROCEEDING. 5. AT PROJECT COMPLETION, THE CONTRACTOR SHALL INSURE THAT ALL ELECTRICAL SYSTEMS OPERATE PROPERLY. CONTRACTOR SHALL DEMONSTRATE OPERATION OF EACH SYSTEM WITH THE OWNER'S REPRESENTATIVE. 6. ELECTRICAL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION (AHJ) AND WITH THE FOLLOWING CODES: - NFPA 70 (NATIONAL ELECTRICAL CODE), 2014 EDITION - FLORIDA BUILDING CODE, 6TH EDITION (2017) 7. WORKMANSHIP SHALL BE HIGH QUALITY AND FOLLOW INDUSTRY STANDARDS. SUBSTANDARD WORK WILL BE REJECTED. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND REWORK TO RECTIFY SUBSTANDARD WORK. QUALITY OF WORK SHALL BE DETERMINED BY THE OWNER'S REPRESENTATIVE AND/OR ENGINEER OF RECORD. 8. PLANS ARE GENERALLY DIAGRAMMATIC. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES SO THAT INTERFERENCES BETWEEN CONDUITS, PIPING, EQUIPMENT, DUCTS, AND STRUCTURAL WORK WILL BE AVOIDED. IN SUCH CASE, THE CONTRACTOR FAILS TO COORDINATE WITH OTHER TRADES AND INTERFERENCES ARE ALLOWED DEVELOP, THE OWNER'S AUTHORIZED REPRESENTATIVE WILL DECIDE WHICH EQUIPMENT, DUCT, CONDUIT, ETC., MUST BE RELOCATED, REGARDLESS OF WHICH WAS INSTALLED FIRST. ELECTRICAL REWORK REQUIRED TO CORRECT INTERFERENCES WILL BE AT THE CONTRACTORS EXPENSE. 9. ALL ELECTRICAL EQUIPMENT AND MATERIALS SHALL BE APPROVED BY UNDERWRITERS LABORATORY FOR THE APPLICATION AND SHALL BEAR A UL LABEL. 10. CONTRACTOR SHALL GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR FROM DATE OF OWNER'S ACCEPTANCE. THE CONTRACTOR SHALL RECTIFY ANY DEFECTS DUE TO FAULTY MATERIALS OR WORKMANSHIP AND PAY FOR DAMAGE CAUSED BY FAILURE AND REWORK. THE OWNER WILL GIVE NOTICE OF DEFECTS WITH REASONABLE PROMPTNESS AFTER DISCOVERY. THE CONTRACTOR SHALL START REWORK WITHIN TEN (10) WORKING DAYS OF NOTIFICATION AND COMPLETE REPAIRS IN A TIMELY MANNER. 11. AT PROJECT COMPLETION THE CONTRACTOR SHALL COMPILE TWO (2) COMPLETE SETS OF RECORD DRAWINGS INDICATING ALL DEVIATIONS FROM CONSTRUCTION DOCUMENTS. ONE SET SHALL BE ISSUED TO THE ARCHITECT AND ONE SET SHALL BE ISSUED TO OWNER'S REPRESENTATIVE. 12. LABEL ALL ELECTRICAL EQUIPMENT WITH ENGRAVED LAMINATED PLASTIC NAMEPLATE THAT CLEARLY DESCRIBES THE EQUIPMENT NAME, VOLTAGE, AMPERAGE RATING, AND FUNCTION. NAMEPLATES SHALL BE RED BACKGROUND WITH WHITE STENCILED UPPER CASE LETTERING A MINIMUM OF 3/16" IN HEIGHT. 13. PROVIDE TYPEWRITTEN PANELBOARD DIRECTORIES WITH ACCURATE AS -BUILT INFORMATION. DIRECTORIES SHALL REFLECT TYPE OF LOAD AND AREA SERVED FOR EACH BREAKER. 14. CONDUCTORS SHALL BE COPPER UNLESS OTHERWISE NOTED. INSULATION SHALL BE DUAL TYPE THHN/THWN 75'C. CONDUCTORS SHALL BE COLOR CODED IN ACCORDANCE WITH NFPA 70. COLOR CODING SHALL BE BY MEANS OF COLORED INSULATING MATERIAL, COLORED BRAID OR JACKET OVER THE INSULATION OR BY MEANS OF SUITABLE COLORED, PERMANENT, NON -AGING, INSULATING TAPE APPUED TO CONDUCTORS AT EACH CABINET OR JUNCTION POINT. THE FOLLOWING SYSTEM OF COLOR CODING SHALL BE ADHERED TO: - GROUND LEADS: GREEN - 120/240 NEUTRAL CONDUCTOR: WHITE - 120/240 VOLT, PHASE CONDUCTORS: BLACK, RED 15. CONDUIT SHALL BE PROPERLY ALIGNED, GROUPED AND SUPPORTED. EXPOSED CONDUIT SHALL BE INSTALLED AT RIGHT ANGLES TO OR PARALLEL TO THE PRINCIPAL STRUCTURAL MEMBERS. CONDUIT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 8 FEET. CONDUIT SHALL BE SUPPORTED FROM STRUCTURE AND NOT FROM CEILING SUPPORT SYSTEM. CONDUIT SHALL BE CONCEALED EXCEPT IN MECHANICAL ROOMS, ELECTRICAL ROOMS, OPEN STRUCTURE CANOPIES, AND EXTERIOR SERVICE ENTRANCES. ACCEPTABLE CONDUIT TYPES; EMT, GRS, FMC, MC CABLE IN DRY CONCEALED LOCATIONS, PVC IN BELOW GRADE OR IN CONCRETE. 16. ALL INTERIOR ELECTRICAL SYSTEMS SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED BY NFPA 70 AND AS SPECIFIED HEREIN.. METALLIC RACEWAYS SHALL BE MECHANICALLY AND ELECTRICALLY SECURE AT ALL JOINTS AND AT ALL BOXES, CABINETS, FITTINGS, AND EQUIPMENT. METALLIC RACEWAYS SHALL BE CONNECTED TO A DIRECT GROUND AT POINT OF ELECTRICAL SERVICE ENTRANCE AND SHALL BE ELECTRICALLY CONTINUOUS THROUGHOUT THE ENTIRE SYSTEM. GENERAL DRAWING NOTES 1. ALL FEEDERS AND BRANCH CONDUCTORS INDICATED HEREIN COMPLY WITH 2O17 FLORIDA BUILDING CODE. 2. THE LIGHTING DESIGNS CONTAINED HEREIN COMPLY WITH 2O17 FLORIDA BUILDING CODE - ENERGY CONSERVATION. 00 r N 1 r 1 s i EN 4 P , TATEOF ADAM T. WELL, PE FL. REG. NO. PE73853 U7 z 0 cn w cc C O co a N N CU J a m N U) cz O .W 70 =3 rn J N Q Q N N N 0 BSB DESIGN www.bsbdesign.com 100 Main.St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: AP DRAWN: DS CHECKED: AP SPECIFICATIONS, SCHEDULES LEGEND AND RISER DIAGRAM EO. 1 Family Bar 101 A-29 ;9117> ,r GFI WR WR " EM A-14 (TYP) POOL PANEL 'P' (SUPPLIED BY OTHERS) A �H A-24 12 A-22 12 WR q A-32,34 EM 1 A-1_4� GFl A-37 — 4 GFI — — — TT I? (I a Vred Sitting �A-31 [ 11 __ _._ TYP (_ I _ ___ __� 1 A2�G I A-21 A-19 E WR A-20 12 GFI EM A-14 , A-113 __A_ � A 1 A eLA WR A-14®X I WP , I Viol 25 Janitor i �j 15 A-14 IM (TY) A-1 GFl WR 11 39 12 @2� A— EF-3 I EF-2 3 f � I I } � i Main Entry .._�. Power Plan SCALE: 3/16" = 1'-0" A-14 X A-5 P) (�) A 5 E ,_._ EM �..-_. _. A A-11 14 GFR WRI (TYP AEM SYMBOL DESCRIPTION f MODEL NUMBER VOLTAGE LAMP S` MOUNTING. NOTES A OUTD.00R.:FAN MOUNTED ON 6" DOWNRQD 120 N/A SURFACE 1 ORAFTMADE MODEL # O PXL52FB EM 2-HEAD EMERGENCY FIXTURE WITH BATTERY BACK-UP 120 WIUNIT SURFACE "I SUREUTE MODEL #: CU2 LED EXIT SIGN WITH BATTERY BACK-UP 12t� . VWf/UNIT SURFACE 1 SUREUTE MODEL # LPX70RWH T _ OR;APPR.OVED EQUAL.: EQQ.I ALENT: PACKAGE $HALL.BE SUBMITTED FOR APPROVAL, z i a A-33 0 GFI Elect. Equip 1l1 A EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT# 180822 Right IT" Pavilion F 03 � ` �" a A-14 EM �GFI G I A-9 ` A-36,38 f , / 1 t3 A 3 A-7 O POWER DRAWING NOTES O 1. PROVIDE WEATHER RESISTANT TYPE GFCI OUTLET AT ALL EXTERIOR LOCATIONS. WHERE SUBJECT TO DIRECT WEATHER PROVIDE WEATHERPROOF IN -USE COVER, OTHERWISE PROVIDE STANDARD WEATHERPROOF COVER. 2. PROVIDE 3OA/2P/NF DISCONNECT SWITCH IN NEMA-3R ENCLOSURE FOR TANK TYPE ELECTRIC WATER HEATER LOCATED ABOVE MOP SINK. CONNECT WITH (2) #10, #10 EG - 1/2" C. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. 3. PROVIDE 30A/2P/NF DISCONNECT SWITCH IN NEMA-3R ENCLOSURE FOR INSTANTANEOUS TYPE ELECTRIC WATER HEATER LOCATED UNDER CABINET. CONNECT WITH (2) #12, #12 EG - 1 /2" C. COORDINATE EXACT LOCATION AND CONNECTION REQUIREMENTS PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED 4. PROVIDE GFCI RECEPTACLE FOR ELECTRIC WATER COOLER LOCATED BEHIND UNIT. WHERE MOUNTING BEHIND UNIT IS NOT POSSIBLE PROVIDE GFCI WEATHER RESISTANT TYPE RECEPTACLE WITH IN -USE WEATHER PROOF COVER. 5. PROVIDE RECEPTACLE FOR VENDING MACHINE LOCATED BEHIND UNIT. WHERE MOUNTING BEHIND UNIT IS NOT POSSIBLE PROVIDE GFCI WEATHER RESISTANT TYPE RECEPTACLE WITH IN -USE WEATHER PROOF COVER. 6. PROVIDE (2) 2" CONDUITS STUB FROM LOCATION SHOWN TO 5'-0" BEYOND FOOTER FOR CAN/INTERNET. CAP AND TAG FOR FUTURE IDENTIFICATION. COORDINATE EXACT REQUIREMENTS WITH. SERVICE PROVIDER PRIOR TO ROUGH -IN AND PROVIDE AS REQUIRED. 7. PROVIDE 4'-0" (OR WIDTH OF ROOM WHICHEVER IS LESS) X 8'-0" X 5/8" PLYWOOD TELEPHONE BACKBOARD PAINTED WITH FIRE RETARDANT PAINT AND DEDICATED OUTLETS AS INDICATED. 8. PROVIDE DEDICATED 120V CIRCUIT AND RECEPTACLE FOR SECURITY AND ACCESS CONTROLS EQUIPMENT. COORDINATE EXACT MOUNTING LOCATION PRIOR TO ROUGH -IN. 9. PROVIDE DEDICATED 120V CIRCUIT AND RECEPTACLE FOR TELEPHONE AND DATA EQUIPMENT. COORDINATE EXACT MOUNTING LOCATION PRIOR TO ROUGH -IN. 10. PROVIDE BURIED HANDHOLE WITH (12) 1" CONDUITS FOR FUTURE EXTERIOR LIGHTING. 11. PROVIDE RECEPTACLES AS INDICATED IN SOFFIT FOR SEASONAL LIGHTING. 12. CIRCUITED VIA LIGHTING CONTROL PANEL, REFER TO LUMASTREAM DOCUMENTS. 13. LIGHTING CONTROL PANEL BY OTHERS. 14. CONNECT TO UN -SWITCHED LEG OF LOCAL LIGHTING CIRCUIT. 15. EXHAUST FAN FURNISHED WITH DISCONNECT. PROVIDE WALL SWITCH AS INDICATED FOR EF-1. CONNECT EF-2 AND EF-3 VIA LIGHTING CONTROL PANEL (BY OTHERS). PROVIDE LOW VOLTAGE CONNECTIONS FOR EF-4 CONTROLLED BY THERMOSTAT. NS 3 , ° $iA aN ADAM 1� I�O ELL, PE FL. REG. NO. PE73853 Pq ON rm 0 ■ m N am °� C/) Cz C_ a�C_ 0 Cl) -0 CZ LM D U) O :lollk � L.L Y cz cli MC 0 J - :E - 4) Q Q N N Na) BSB SN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: AP DRAWN: DS CHECKED: AP POWER PLAN , E1.1 PLUMBING ACCESSORY SCHEDULE MARK FIXTURE DESCRIPTION MANUFACTURERS CO-1 FLOOR FLOOR CLEANOUT: ZURN CLEANOUT DURA—COATED CAST IRON BODY, NO. ZN-1400—VP WITH SQUARE POLISHED NICKEL BRONZE SCORIATED TOP, ADJUSTABLE GAS AND WATERTIGHT ABS TAPERED THREAD PLUG CO-2 EXTERIOR EXTERIOR CLEANOUT: ZURN CLEANOUT HEAVY DUTY DURA—COATED CAST NO. Z-1400—HD IRON BODY WITH ROUND CAST IRON WADE SCORIATED TOP, ADJUSTABLE GAS NO. 6030—X AND WATER TIGHT ABS TAPERED J. R. SMITH THREADED PLUG NO. 4231 FD-1 FLOOR DRAIN FLOOR DRAIN: ZURN 6" ROUND TYPE "B" STRAINER, DUCO NO. ZN-415—P CAST IRON BODY, FLASHING, COLLAR, NICKEL BRONZE ADJUSTABLE STRAINER, PROVIDE DEEP SEAL TRAP WITH PRIMER CONNECTION HB-1 HOSE BIBB HOSE BIBB: CHICAGO OUTSIDE SILL FAUCET, VACUUM NO. 387—RCF—E27 BREAKER, 3/4" HOSE OUTLET, LOCK T&S BRASS SHEILD CAP, REMOVABLE T—HANDLE NO. B-0737—RGH 3/4" FLANGED FEMALE INLET ROIUGH CHROME FINISH AND BRAIN FS-1 FLOOR SINK FLOOR SINK: ZURN PVC BODY 14" FLOOR SINK WITH SCHD FD-2280—PB—R6-P 40 HUB CONNECTION, 12" ROUND TOP BRASS GRATE, SECONDARY STRAINER, AND TRAP PRIMER CONNECTION. NOT USED AAV-1 AIR ADMITTANCE --- STUDOR VALVE MAXI —VENT RPZ-1 REDUCED REDUCED PRESSURE PRINCIPLE ZURN — WILKINS PRESSURE ASSEMBLY: 975XL PRINICIPLE CAST BRONZE ASTM B 584 MAIN ASSEMBLY VALVE AND ACCESS COVERS P-1 HW RECIRC HOT WATER RECIRCULATION PUMP: BELL & GOSSETT PUMP MAINTENANCE FREE, IN —LINE, LEAD NO. NBF-12FAW FREE BRONZE, WET ROTOR CIRCULATOR, 1 GPM, 11 FT HD, 3/4" FLANGES, 55 WATTS, 120/1/60, 2800 RPM, WITH AQUASTAT AQUASTAT TEMP. RANGE AND TIMER I A19DAC-1 C HAMMER ARRESTOR SCHEDULE ZURN SHOKTROL Z-1700 SERIES SIZE 100 SIZE 200 SIZE 300 SIZE 400 SIZE 500 SIZE 600 P.D.I. SYMBOLS* A B C D E F FIXTURE —UNIT RATING 1-11 12-32 33-60 61-113 114-154 155-330 *CLASSIFICATIONS ESTABLISHED BY THE PLUMBING AND DRAINAGE INSTITUTE "STANDARD P.D.I.—WH2O1". APPROVED EQUALS SHALL BE J.R. SMITH & WADE. 1 1 /4" TAILPIECE O.D. TUBING SLIP JOINT PROVIDE WALL BEND WALL LENGTH AS REQUIRED � CHROME PLATED ESCUTCHEON—" SLIDE JOINT 1 PLUMBING FIXTURE AND CONNECTION SCHEDULE TAG FIXTURE DESCRIPTION MOUNTING HEIGHT MIN. CONNECTIONS SPECIFICATION NOTES WASTE CW HW MANUFACTURER FIXTURE TRIM WASTE TRAP SUPPLY WC-1 WATER CLOSET FLOOR MOUNTED FLUSH TANK 1.28 GAL/FLUSH FLOOR TO RIM 16 1/2" 4" 1/2" --- KOHLER K-3713 --- --- --- K-7637 SEAT — OLSONITE 95 OR EQUAL BY BENEKE OR BEMIS PROVIDE FLUSH HANDLE ON LAV SIDE OF TANK ELJER EQUAL --- --- --- EQUAL AMER—STAN EQUAL --- --- --- EQUAL UR-1 URINAL WALL HUNG FLUSH VALVE 0.5 GAL/FLUSH FLOOR TO RIM 17" 2" 3/4" --- KOHLER K-4989—T-0 --- --- --- --- PROVIDE FLOOR MOUNTED CARRIER BY JOSAM, WADE, OR ZURN IF MOUNTED ON STUD WALL ELJER EQUAL --- --- --- --- SLOAN ROYAL --- --- --- --- 186-0.5 LAV-1 LAVATORY COUNTERTOP 20"X17" OVAL COUNTER TOP 1 1 /4" 1/2' 1/2" KOHLER K-2196-4 --- K-7715 K-9000 K-7606 AMER—STAN EQUAL --- 803-0552 804-1180 802-0320 CHICAGO FAUCETS --- 2200-4 327 --- 1nnR LAV-2 LAVATORY WALL HUNG 21 "X18" 4" CENTER HOLES FLOOR TO BOT OF APRON MIN. 29" 1 1/4" 1/2" 1/2" KOHLER K-2005 --- K-7715 K-9000 K-7606 PROVIDE FLOOR MOUNTED CARRIER BY JOSAM, WADE, OR ZURN IF MOUNTED ON STUD WALL PROVIDE PREMOLDED PREINSULATED COVER FOR TRAP & SUPPLIES PROVIDE DRAIN OFFSET TO PROVIDE HANDICAP CLEARANCE ELJER EQUAL --- 803-0552 804-1180 802-0320 CHICAGO FAUCETS --- 2200-4 327 --- 1008 S-1 STAINLESS STEEL SINK 19"X18"X5.5" DEEP SINGLE COMP COUNTER TOP 1 1/2" 1/2" 1/2" ELKAY LR-1918552 --- --- --- --- PROVIDE 1 1/2- CAST BRASS P—TRAP AND 3/8" SUPPLY STOPS. PROVIDE DRAIN OFFSET AT HANDICAP LOCATIONS JUST EQUAL --- --- --- --- CHICAGO FAUCETS --- 2302 --- --- --- S-2 STAINLESS STEEL SINK 33"X21"X5.5" DEEP TWO COMP COUNTER TOP 1 1/2" 1/2" 1/2" ELKAY LR-3321553 --- LK-35 --- --- PROVIDE 1 1/2" CAST BRASS P—TRAP AND 3/8" SUPPLY STOPS. PROVIDE DRAIN OFFSET AT HANDICAP LOCATIONS PROVIDE PREMOLDED PREINSULATED COVER FOR TRAP & SUPPLIES PROVIDE DRAIN OFFSET TO PROVIDE HANDICAP CLEARANCE JUST EQUAL --- J-35 ___ ___ CHICAGO FAUCETS --- 2300—BCP --- --- --- DF-1 ELECTRIC WATER COOLER — WALL HUNG — BI—LEVEL FLOOR TO RIM OF HIGH UNIT 40" 1 1 /4" 1 /2" --- HALSEY-TAYLOR HVR8BL—ADA ___ ___ --- --- PROVIDE WITH STAINLESS STEEL PANELS PROVIDE 1 1/4" P—TRAPS AND 3/8" SUPPLY STOP OASIS EQUAL --- --- --- --- ELKAY EQUAL MS-1 MOP SINK FLOOR MOUNTED 24"x24"x12" FLOOR MOUNTED » 3 1/2 1/2 " STERN—WILLIAMS HVR8BL—ADA SB-800 --- --- --- MOUNT TRIM 3 —0 ABOVE FINISHED FLOOR AND PROVIDE 4 —0 " HOSE AND HOSE HOOK. 1 FIAT EQUAL TSB-200 --- --- --- CHICAGO FAUCETS EQUAL --- 956 --- ___ WH-1 ELECTRIC WATER HEATER 30 GAL. STORAGE CAPACITY AS HIGH AS POSS. ABV. MS— --- 3/4" 3/4" LOCHINVAR ESA030KK --- --- --- --- PROVIDE WIT 4.5KW 240V-1PH-60HZ HEATING ELEMENTS. SEE PIPING DIAGR M. A.O.SMITH ELJF-30 --- --- --- RHEEM EQUAL --- --- --- --- WH-2 INSTANTANEOUS ELECTRIC WATER HEATER BELOW SINK CABINET --- 1/2" 1/2" CHRONOMITE S-30L PROVIDE WITH 3.0 KW-240V-1 PH HEATING ELEMENT AND BALL VALVE IN CW INLET PSH-1 p00L SHOWER WITH HOSE BIBB --- --- 1/2" --- THE POOL SHOWER NO. PS1000ADA FLOOR MOUNTED SHOWER, ADA COMPLIANT VALVES, WITH HOSE BIBB AND VACUUM BREAKER. SHOWER HEAD DRAIN VALVE AND ASME T&P BASE. * NOTE: PROVIDE ASSE 1070 THERMOSTATIC MIXING VALVE AT ALL LAVATORIES AND SINKS. —P—TRAP NOTES: 1. THE ENTIRE P—TRAP ASSEMBLY, INCLUDING SLIP JOINT NUTS, SHALL BE 17 GAUGE, HEAVY CAST BRASS WITH A POLISHED CHROME PLATED FINISH. (McGUIRE #8902 1 1 /4" x 1 1/2"-17 GA. OR APPROVED EQUAL) 2. FOR BARRIER FREE LAVATORIES, INSTALL 1 1 /4" OFFSET TAILPIECE. (McGUIRE #155WC OR APPROVED EQUAL) ' P' —TRAP DETAIL NO SCALE I Z r N r 4" molimm r ROOF DECK TRAP PRIMER SHALL BE ZURN MODEL NO. 1022—CP OR APPROVED EQUAL Q (TRAP PRIMER SHALL BE CONNECTED TO A MAIN OR BRANCH PIPE WHICH WILL GUARANTEE A 10 PSI DELTA PRESSURE z FLOOR DRAIN, SQUARE to OR ROUND AS INDICATED z N a ,• e p d p S UNION TRAP PRIMER PIPING SHALL BE SEAMLESS COPPER TUBING WITHOUT FITTINGS TRAP PRIMER CONNECTION DETAIL NO SCALE COPPER OR LEAD SLEEVE WITH FLANGE VENT PIPE F MASTIC ROOF DECK PACK WITH OAKUM OR EQUAL MATERIAL TO PREVENT ASPHALT DRAINAGE VENT THRU ROOF DETAIL NO SCALE el-rM A I L I rM FINISHED FLOOR Me LOPE MIN. EPDXY GROUT :RETE 9235 :RPROOF MEMBRANE I COLLAR FLOOR DRAIN DETAIL NO SCALE EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 FLORIDA EB* 0027845 WWW.EMERALDMEP.COM EEI PROJECT# 180822 PLUMBING CODE CRITERIA THE FOLLOWING IS A LIST OF ALL CODES ADOPTED DECEMBER 31, 2017 BY THE STATE FIRE MARSHALL'S RULE 69A3.012 F.A.C.: * FLORIDA BUILDING CODE 6TH EDITION (2017) — ALL SECTIONS * FLORIDA ENERGY EFFICIENCY CODE (FBC 2017), FLORIDA ENERGY CODE SOFTWARE: ENERGYGAUGE USA VERSION 6.00 * FLORIDA FIRE PREVENTION CODE 6TH EDITION (2017) 69A-3.012 STANDARDS OF THE NATIONAL FIRE PROTECTION ASSOCIATION ADOPTED. (1). EXCEPT AS SPECIFICALLY MODIFIED BY STATUTE OR BY THE STATE FIRE MARSHAL'S RULES, THE "FLORIDA FIRE PREVENTION CODE, 6TH EDITION (2017)," WHICH IS COMPRISED OF THE FLORIDA SPECIFIC EDITION OF NFPA 101, THE LIFE SAFETY CODE (2015 EDITION) AND THE FLORIDA SPECIFIC EDITION OF NFPA 1, THE FIRE CODE (2015 EDITION), ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE AND ARE APPLICABLE TO THOSE BUILDINGS AND STRUCTURES SPECIFIED IN PARAGRAPHS (A) AND (B) OF SUBSECTION (1) OF SECTION 633.206, F.S. IN ADDITION, THE FOLLOWING STANDARDS, EXCEPT AS SPECIFICALLY MODIFIED IN THE RULE CHAPTERS IN RULE TITLE 69A, ARE HEREBY ADOPTED AND INCORPORATED BY REFERENCE AND SHALL TAKE EFFECT ON THE EFFECTIVE DATE OF THIS RULE, AS APART OF THE UNIFORM FIRE SAFETY STANDARDS ADOPTED BY RULE BY THE STATE FIRE MARSHAL AND ARE APPLICABLE TO THOSE BUILDINGS AND STRUCTURES SPECIFIED IN PARAGRAPHS (A) AND (B) OF SUBSECTION (1) OF SECTION 633.206, F.S.: * NFPA 70, 2014 EDITION, NATIONAL ELECTRIC CODE OTHER: * LOCAL CODES AND ORDINANCES NOTE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE, THESE PLUMBING DESIGN DRAWINGS COMPLY WITH THE ABOVE CODE CRITERIA. WHEN TWO OR MORE CODES OR STANDARDS ARE IN CONFLICT, THE MORE STRINGENT SHALL APPLY. PLUMBING SYMBOL LEGEND DESCRIPTION ABBREV. SYMBOL SANITARY PIPING SAN VENT PIPING V ------------ 1 STORM PIPING ST COLD WATER PIPING CW - - - HOT WATER PIPING HW ---------- HOT WATER RETURN PIPING HWR ------- VENT THRU ROOF VTR CLEAN OUT CO PIPING UP/DN AIR ADMITTANCE VALVE AAV PLUMBING GENERAL NOTES 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 CONTRACT DOCUMENTS DO NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY TO PROVIDE THE WORK WHICH .IS INDICATED ON ANY OF THE DIVISIONAL CONTRACT DOCUMENTS. REVIEW AND COORDINATE THE SCOPE OF WORK WITH ALL DOCUMENTS AND TRADES TO ASSURE A COMPLETE AND FUNCTIONAL SYSTEM IS BID AND INSTALLED. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, FEES, AND INSPECTIONS REQUIRED TO COMMENCE AND COMPLETE PLUMBING WORK. SUBMIT FULL SUBMITTALS OF ALL PLUMBING EQUIPMENT AND MATERIALS TO THE ENGINEER FOR REVIEW, WHETHER IT IS EXACTLY AS SPECIFIED OR NOT. THE CONTRACT DOCUMENTS AND SUBMITTALS OF ALL TRADES SHALL BE COORDINATED AND BE VIEWED IN CONNECTION AND CONJUNCTION WITH EACH OTHER TO INSURE THE PROPER LOCATION AND INSTALLATION OF ALL DEVICES AND EQUIPMENT. MAKE PARTICULAR NOTE OF LOCATIONS AND DIMENSIONS SHOWN ON THE ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. PLUMBING DRAWINGS INDICATE THE SCHEMATIC LAYOUT AND LOCATION OF THE PLUMBING SYSTEM COMPONENTS. UNLESS SPECIFIC DIMENSIONS ARE NOTED, THE ACTUAL LOCATION OF THESE COMPONENTS SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR IN COORDINATION WITH THE WORK OF OTHER TRADES, THE USE OF MANUFACTURER'S SUBMITTALS, AND SIMILAR CERTIFIED DATA. ALL EXTERIOR EXPOSED MATERIALS SHALL BE CONSTRUCTED OF NON—FERROUS MATERIALS AND BE PAINTED WITH TWO COATS OF RUST INHIBITOR PAINT. INSTALL AND TEST ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. MAINTAIN ADEQUATE SERVICE SPACE AS REQUIRED. SERVICE SPACE SHALL BE CLEAR OF DUCTS, PIPES, CONDUITS, WALL STUDS, CEILING HANGERS, AND ANY OTHER CONSTRUCTION APPURTENANCE. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL CEILING/FLOOR/WALL ACCESS PANELS THAT MAY BE REQUIRED FOR THE INSTALLATION, INSPECTION, AND SERVICE OF PLUMBING EQUIPMENT WHETHER OR NOT IT IS SHOWN. ACCESS PANELS TO BE SELECTED BY THE AT PROJECT COMPLETION, THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 2 HOURS OF TRAINING ON THE OPERATION AND MAINTENANCE OF THE PLUMBING EQUIPMENT. CONTRACTOR SHALL PROVIDE A ONE YEAR WARRANTY ON PARTS AND LABOR FROM THE DATE OF SUBSTANTIAL COMPLETION. ABOVE GROUND DOMESTIC WATER PIPING SHALL BE CPVC WITH GLUED FITTINGS EXCEPT AT WATER HEATER(S). HOT AND COLD WATER WITHIN 10'-0" OF THE WATER HEATER(S) SHALL BE TYPE 'L' COPPER. BELOW GRADE DOMESTIC WATER PIPING SHALL BE COPPER L TYPE WITHOUT SOLDERED FITTINGS AND JOINTS. INSULATE ALL HOT WATER AND RETURN PIPING WITH 1" THICK HIGH DENSITY FIBERGLASS INSULATION WITH FACTORY APPLIED VAPOR BARRIER ALL SERVICE JACKET. ALL SOIL, WASTE, AND VENT PIPING SHALL BE SCHEDULE 40 PVC. ALL HORIZONTAL SOIL AND WASTE PIPING 2 1/2" IN DIAMETER AND LESS SHALL HAVE A SLOPE OF 1 /4" PER ONE FOOT LENGTH OF PIPE. ALL PIPING 3" IN DIAMETER AND LARGER SHALL HAVE A SLOPE OF 1/8" PER ONE FOOT LENGTH OF PIPE. PROVIDE CHROME PLATED STOPS AND SUPPLIES AT ALL WATER CLOSETS AND LAVATORIES. PROVIDE COMMERCIALLY MANUFACTURED CAST IRON TO PVC PIPE CONNECTORS AS REQUIRED. CHROME PLATED ESCUTCHEONS AND NIPPLES ARE REQUIRED AT ALL FLOOR AND WALL PENETRATIONS. ALL FIXTURES AND EQUIPMENT SHALL HAVE SHUT—OFF VALVES AT OR NEAR EQUIPMENT. PROVIDE & INSTALL HAMMER ARRESTORS AT FIXTURE GROUPS. INSTALL AIR CHAMBERS AT INDIVIDUAL FIXTURES. THE CONTRATOR SHALL CLEAN/POLISH TOPS OF ALL FLOOR DRAINS AND CLEANOUTS. CONCRETE, DIRT AND TAPE SHALL BE COMPLETELY REMOVED OR THE TOPS SHALL BE REPLACED. ALL WATER PIPING SHALL BE SUPPORTED RIGIDLY AND IN LINE FROM BUILDING STRUCTURE. OFFSET PIPING TO AVOID STRUCTURAL MEMBERS, CANTS, FLASHING, MECHANICAL AND ELECTRICAL EQUIPMENT, ETC. PROVIDE ALL CUTTING REQUIRED FOR THE INSTALLATION OF PLUMBING WORK. FINISH PATCHING SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. `®`e's,'®ra` %°v p. t®S d� No. 143 ; cc ® e F • 40 oo MICI• x Ulm9� 6TtiLO, PE FL. REG. NO. PE81436 z O D w X ■ m N cz (j) 0- (1) c� 1�9 0 ca > mi m _0 L :3 W 'i O :lot cp N L.L Y CL Q Q N N N BSB oEsiiM www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MGR: MC DRAWN: CQ CHECKED: MC PLUMBING GENERAL INFORMATION Pi A GRADE OR PAVING :.. CLEANOUT ASSEMBLY SAME SIZE AS SEWER UP TO 8" SEWER MATERIAL AND SIZE AS SPECIFIED .—COVER FOR DUTY REQUIRED Tcz HICK CONCRETE V) w CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/TOP OF FLOOR FLOOR LINE 1/8" BEND-- 5BALANCE OF PIPING SAME AS CLEANOUT TO GRADE FLOOR CLEANOUT (FCO) CLEANOUT NOT TO BE LOCATED IN CARPETED AREA HEAVY DUTY CHANNEL CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/TOP OF CONCRETE PAD --- r FINISHED GRADE \`— 16" SQUARE CONCRETE PAD TROWEL SMOOTH AND EDGE 1/8" BEND WASTE LINE LENGTH TO SUIT �- WASTE LINE 1/8" BEND IF CLEANOUT OCCURS AT END OF LINE CLEANOUT TO GRADE (COTE) CLEANOUT DETAILS NO SCALE 1 /2" GALVANIZED ALL THREAD ROD MOLDED NEOPRENE CLAMP MATERIAL -� PIPE,H�—SUPPORT CHANNEL WITH ALL THREAD ROD MOLDED/ PIPE CLAMP NEOPRENE MATERIAL ELEVATION END VIEW PIPE HANGER DETAIL NO SCALE COLD WATER SUPPLY OUTLET VALVE TO FAUCET (ADJUST (ADJUST TO GIVE TO GIVE SAME FLOW DESIRED TEMP.) _ RATE AS HOT WATER COLD WATER SUPPLY LINE INLET VALVE WH-2 (FULLY OPEN) r FLOOR INSTANTANEOUS WATER HEATER WH-2 NO SCALE T & P RELIEF VALVE 3/4" COPPER SAFE WASTE TO MOPSINK 1" DRAIN TO SERVICE SINK 2" EDGE 0 BALL VALVE WATER SHUTOFF r.0% I TEMPERATURE GAUGE AIR VENT VACUUM BREAKER WATTS NO. 288A OR EQUAL WATTS #ET30—ASF OR EQUAL Is EXPANSION TANK DRAIN VALVE WATER HEATER SAFETY PAN WATER HEATER STAND NOTE: TERMINATE DRAIN PIPING NO LESS THAN 6" OR NO MORE THAN 24" ABOVE GRADE. WATER HEATER WH-1 DETAIL NO SCALE 110` AQUASTAT MIXING VALVE T&P RELIEF VALVE PLUMBING ISOMETRIC_ NO SCALE CHECK VALVE BALL GATE VALVE VALVE UNION RECIRCULATION PUMP (P-1) EXTEND DRAIN LINE FULL SIZE TO SERVICE SINK EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT# 180822 VTR > N i co s ® �o ytCENS� •Cl<! S14 IG f o S ® - ®• F i` OR I •`•••.......••°`God e ®�® s'ONgg AeeLee'6N `N% MICHAEL A'COSTELLO, PE FL. REG. NO. PE81436 r. 0 ■ m N a (1) cz U) c� 0 C/) c� Lm Wo 0% >-se (Dcz cn J Q Q N N N 0 BSB SN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: AM180320.00 PROJ MGR: MC DRAWN: CQ CHECKED: MC PLUMBING GENERAL INFORMATION P1.2 7�i Pavilion PSH-1 '_.._ ..ram f SF f� 1" UNDERGROUND Family _., BALL VALVE ; 5 m„ PROVIDE BALLL 24 IN VERTICAL' HB-1 k S 1 —1/299 �~ ,,tea �•'� �'>. "� � ''> �o,�� �°• 1 /2" 1/2 WH-1- k v-a 4k yy S ----------------- ........... ..._,,.� .,...,,. — .......— .._.._. _....... ,,,..._._ M,_.,. ¥..,..m .. .,..._. ....,.... T _._..._ ,....... ._ .. _.... .,....,,. .....,..., _..._. � .._... ,_....,. .�..A.. _..,,.,. .,.,.,,.. .....,_.. ..._...... ........_ __ i���yh _ £ j #' i` 1 Covered Sitting I 1301 SF. i f{ 6 i 9 ,t 1 /2„ \M en"s� 1/2 CW.. _ 1 /2» I BEL. FL UR-1 WC-1 ... fi N 3/4" TRAP PRIMER TRAP PRIMtK Arbor € &n Entry ,ww, 162 SF 298 ? i ! 1-1 /2" 1 1 /2" _ -1 T2 CWj BEL. FL P s AWC-1 1 /2" 1 /2" Elect Eq lu EXTEND 1-1/2" CW SERVICE TO MAIN SHOWN ON CIVIL DRAWINGS PLUMBI SCALE: 3/16"40" 3 Covered Sitting ;a 02 t 44- - Left Wing 680 SF € ✓ 1 M 4 �s lly Bar IUZ !3~ � 3 �ryw. 12 11 v,aStorage d 2"M1'2"VTR�Q' r S-1 `' L jo4 d NEW 6" STORM PIPING. COORDINATE UNDERGROUND CONNECTION POINT WITH CIVIL. ua BALL) , LVE IN RISERa..� i ; EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT# 180822 —BALL VALVE NG.FLOOR PLAN - WATER f XI t; � t _ �, gym. .,,...,. ,..�,.,, ....•...... ........ .......... £ .,,..,..�..... ,. ...:...,, .. .. ....,.... ... �„� . CO-1 I _... 1£ W, -- --- ��� '� ? LTV-2 I �� I v 'awvrw'{ //,+`—� x L---���. ia�.-1` j .....•„"„```•\•>'. or 155 "W29*V , �€ �� € Nrn.n:: I I Elect.IN u.uI i 110 I q4 O_1 1 _ f � Storage „ LAV 01 Lh 99V � V x BUILDING SEWER, X, SEE CIVIL DRAWINGS 2„ W, 2 VTR _ F I 2"W 2"VTR ' ; „mm Arbor Main Entry Arbor 2" 2"W,2"VTR PLUMBING FLOOR PLAN -SANITARY SCALE: 3/16"40" ®��ttilBt@add® ® a®°\0 s, ®® iFF ° ° °® o s s �q e®i ® ® � 'fit A MICHAEL Ar WO YELLO, PE FL. REG. NO. PE81436 00 W 7� N Z� o g uj Q Cr I W I �� U) rm ■ m N am C/) Cz a� .N cc L C/) o Cp Q Q N N N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: AM180320.00 PROJ MGR: MC DRAWN: CQ CHECKED: MC PLUMBING FLOOR PLANS P1.3 x © l z`fJ�¢ w cn¢owo-c�c.� r- 0- r„ p :z Q�C)Z3Mp p Ld a_ OUT TO BZ-50 POWER PACKS FROM RELAY MODULE PHAROS LIGHTING 8 CONTROL SYSTEM (16" 00") LEVITON ENCLOSURE 47605-28N 14 4.2 10 AC Mains M1 M1 TRINITY - INTELLIGENT POWER SUPPLY MAX 5 PER 120VAC 20A CIRCUIT 12 Channel - 700mA 4.1 SWITCH EON POWER SUPPLY MAX 4 PER 20 A CIRCUIT NOTES: (ALL FIXTURES TO BE WIRED IN SERIES) AC LINE VOLTAGE = 115-277 VAC - FREQUENCY = 50-6OHz - CONNECT TO 15A OR 20A BRANCH CIRCUIT. Q DEDICATED 120VAC - 20A QUAD OUTLET. F3 CLASS 2 OUTPUT POWER SUPPLY CONTAINS DIGITAL POWER CONVERSION, PULSE DIMMING, CURRENT DRIVERS & SURGE PROTECTION. PERMANENTLY INSTALLED IN DRY LOCATIONS ONLY W/ AMBIENT TEMP. RANGE OF -47 TO 104-F (-20°C TO 40°C) RATED INPUT VOLTAGE = 2.7 A @ 115 VAC, 1.1 A ® 240 VAC & 1 A 0 277 VAC. 4.1 700mA TRINITY W/ 12 ADDRESSABLE CONSTANT CURRENT CHANNELS, VARIABLE VOLTAGE FROM 6-27 VOLTS DC VOLTS PER CHANNEL OUTPUT POWER = 27 VOLTS/CHANNEL x 12 CHANNELS x .7A = 226W MAX. 4.2 SWITCH TO EON POWER SUPPLY 4.3 2100 mA EON W/ 4 CHANNELS, VARIABLE VOLTAGE FROM 20-43.8 VOLTS DC PER CHANNEL. OUTPUT POWER = 43.8 VOLTS/CHANNEL x 4 CHANNELS x 2.1 A = 368W MAX. 15 OUTPUT TRINITY CABLE = SHIELDED 22/6 AWG TWISTED PAIR (WHITE/BLACK, RED/BLACK & GREEN/BLACK) NOTE: BLACK IS ALWAYS NEGATIVE. ® SHIELDED 18/2 AWG MULTI -CONDUCTOR 7.1 570-630 LUMEN (45W EQUIV.) RECESSED DOWNLIGHT - MUST BE WIRED IN SERIES - EACH FIXTURE CONSUMES 11.7 VOLTS OR 8.2 WATTS (INPUT LOAD = 10.1 WATTS) 7.2 790-860 LUMEN (60W EQUIV.) RECESSED DOWNL.IGHT -- MUST BE WIRED IN SERIES - EACH FIXTURE CONSUMES 12.5 VOLTS OR 12.5 WATTS (INPUT LOAD = 15.1 WATTS) 7.3 1250 LUMEN (80W EQUIV.) LIGHT - SINGLE FIXTURE PER CHANNEL - EACH FIXTURE CONSUMES 21 VOLTS OR 14 WATTS (INPUT LOAD = 17.5 WATTS) 7.4 2,000 LUMEN LINEAR LIGHT - TWO FIXTURES PER CHANNEL - MUST BE WIRED IN SERIES. M8 INPUT FROM OCCUPANCY SENSORS AND SWITCHES. WIRE REQUIREMENTS VARY BASED ON DEVICE. SEE SHEET E1.1 D FOR MORE DETAILS. ® DMX TERMINATION PLUG - INCLUDED. 10 CAT5e FROM CONTROL CABINET TO VARIOUS DEVICES. SEE SHEET 1.1D FOR DETAILS ON WHERE TO LAND THESE CABLES WITHIN THE CONTROL CABINET. 11 CONTROL OF LINE VOLTAGE DEVICES VIA POWER PACKS, TRIGGERED BY A RELAY MODULE IN THE CONTROL CABINET. RUN 18/2 WIRING .FROM CONTROL CABINET TO EACH POWER PACK. SEE DETAIL C3 ON SHEET 1.1D. 12 BLANK 13 BLANK 14 SURGE PROTECTED OUTLET(S) SUPPLIED BY LUMASTREAM. CONTRACTOR TO PROVIDE 120V AC POWER TO THE OUTLETS. u Comment to conformance of the lighting system in regard to NEC 2008 Article 411: With reference to NEC Article 411, "the lighting system is an assembly of listed parts operating at 30 VDC or less ... '° The power supply is UL listed under UL8750 (LED equipment for Use in Lighting Products) with Class 2 outputs for end use in lighting systems under UL2108 (Low -Voltage Lighting Systems). The UL file number for the power source is E330722. 411.3 Listing Required. Lighting systems operating at 30 volts or less shall comply with 411.3(A) or 411.3(B). 411.3(B) Assembly of Listed Parts. A lighting system assembled from the following listed parts shall be permitted: (1) Low -voltage luminaires TUV certified to UL 1598 for class 2 installations (2) Low -voltage luminaire power supply Power source is rated for 27 UDC max (3) Class 2 power supply All outputs are in accordance with UL1310 Standard for Class 2 Power Units (4) Low -voltage luminaire fittings Recessed housings are TUV certified to UL 1598 (5) Cord (secondary circuit) for which the luminaires and power supply are listed for use Output cords from listed power source is type CL3 or CMP UL listed file no: Ell 1 272-A (6) Cable, conductors in conduit, or other fixed wiring method for the secondary circuit Honeywell cable ETL listed with no exposed bare conductors . The luminaires, power supply, and luminaire fittings (including the exposed bare conductors) of an exposed bare conductor lighting system shall be listed for use as part of the same identified lighting system. And, 411.4 Specific Location Requirements. (A) Walls, Floors, and Ceilings. Conductors concealed or extended through a wall, floor, or ceiling shall be in accordance with (1) or (2): (1) Installed using any of the wiring methods specified in Chapter 3 (2) Installed using wiring supplied by a listed Class 2 power source and installed in accordance with 725.130 Installation will be in accordance with NEC 725,130 (B) Class 2 wiring methods ,.. 6 6 7.1 7.2 7.3 _/LED, `xiw_ AM= ///LED���` ''/�fLLDv� -� LLI F�\` i / �Lr-U� \ / �Lcu` \ / �Ltu` \ UP TO 2 FIXTURES PER CHANNEL TO BE WIRED IN SERIES XXLED % /LCLU\ \ LED`\`` I And, 411.5 Secondary Circuits. (A) Grounding. Secondary circuits shall not be grounded. Secondary circuits are not grounded (B) Isolation. The secondary circuit shall be insulated from the branch circuit by an isolating transformer. Power source is electrically isolated (C) Bare Conductors. Exposed bare conductors and current -carrying parts shall be permitted for indoor installations only. Bare conductors shall not be installed less than 2.1 m (7 ft) above the finished floor, unless specifically listed for a lower installation height. No bare conductors are used in the installation (D) Insulated Conductors. Exposed insulated secondary circuit conductors shall be of the type, and installed as, described in (1), (2), or (3): (1) Class 2 cable supplied by a Class 2 power source and installed in accordance with Parts I and III of Article 725. Insulated conductors installed in accordance with Part III of Article 725 (2) Conductors, cord, or cable of the listed system and installed not less than 2.1 rn (7 ft) above the finished floor unless the system is specifically listed for a lower installation height. (3) Wiring methods described in Chapter 3 And, 411.6 Branch Circuit. Lighting systems operating at 30 volts or less shall be supplied from a maximum 20-ampere branch circuit. The 27 VDC max. class 2 power supply is rated for 20 amps. REQUIREMENTS: 1) INSTALLATION SHALL BE IN ACCORDANCE W/ LOCAL, STATE, PROVINCIAL, COUNTY & NEC REGULATIONS. 2) THIS DOCUMENT IS FOR REFERENCE ONLY, USE IN CONJUNCTION WITH COMPONENT INSTALLATION INSTRUCTIONS. 3) CONDUIT REQUIRED FOR LIFE SAFETY LIGHTING. 4) CHECK LOCAL JURISDICTION FOR THE REQUIRED USE OF CONDUIT ON SYSTEMS HIGHER THAN 24 VOLTS. 5) SPECIFICATIONS SUBJECT TO CHANGE W/O PRIOR NOTICE. EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT# 180822 'vy y , a o L0 6 0 <,PLORS � A� ON A\� �a®�N `7�74d9flF`se®� ADAM T. POWELL, PE FL. REG. NO. PE73853 07 z 0 w cc m cc N Cz W 0 cc-0 CZ LM '^ vJ �L cli CL 4) Q Q N N N BSB DESIGN www.bsbd6sign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: AM180320.00 PROJ MGR: AP DRAWN: DS CHECKED: AP TYPICAL RISER DIAGRAM & LOW -VOLTAGE CODE �, r TYPICAL RISER DIAGRAM T SCALE: N.T.S. LS-0.1 LS-0. 1 LOW -VOLTAGE DC FEED INPUT FROM TRINITY POWER SUPPLY (CURRENT LIMITED) IMPORTANT. LABEL HOME RUN TO ENSURE CURRENT FLOWS PROPERLY THROUGH FIRST FIXTURE --, SHIELDED 16/2 F JLTI-CONDUCTOR R (HOME RUN) NOTE: DO NOT CONNECT DRAIN WIRES IN THE JUNCTION BOX SHIELDED 16/2 MULTI -CONDUCTOR (JUMPER) WAGO, EASY CONNECT CONNECTOR, INCLUDED RED/RED W/ HOUSING, TYP. BLK RED RED BLK «) a WRING STEPS: 1) CONNECT HOME RUN BLACK TO JUMPER BLACK 2) CONNECT HOME RUN RED TO FIXTURE RED 3) CONNECT FIXTURE BLACK TO JUMPER RED LED��� 2) FIXTURE SERIES CONNECTION a- = DIRECTION OF CURRENT FOR SERIES CIRCUIT IMPORTANT: LED WILL LIGHT ONLY IF CURRENT FLOWS THROUGH THE LED AS SHOWN BELOW. LED DIRECTION OF CURRENT A� �► = DIRECTION OF CURRENT FOR SERIES CIRCUIT LS-0.2 NOTE: DO NOT CONNECT DRAIN WIRES IN THE JUNCTION BOX BLK _ SHIELDED 18/2 RED MULTI—CONDUCTOR—) �- LOW -VOLTAGE DC FEED INPUT FROM TRINITY POWER SUPPLY RED BLK (CURRENT LIMITED) RED WAGO, EASY CONNECT CONNECTOR, INCLUDED W/ HOUSING, TYP. A2 LS-0.2 LED��� i RED BLK WIRING STEPS: 1) CONNECT BLACK TO BLACK 2) CONNECT RED TO RED 00 a LED��� i SINGLE FIXTURE CONNECTION a- = DIRECTION OF CURRENT FOR SERIES CIRCUIT NOTE: BREAK-OUT MODULES ARE OPTIONAL. THEY ARE DESIGNED TO SIMPLIFY AND ACCELERATE THE INSTALLATION. IF BREAK-OUT MODULES ARE NOT USED, THEN ALL WIRE CONNEC11ONS CAN BE MADE USING WIRE NUTS APPROVED FOR 18 AWG WIRE. v, x �Q oCD V) a- ck::tn Uj w �Of T W 18 18 18 HOME RUN CHANNEL DESIGNATION, TYP. - A3 LS-0.2 BREAK-OUT MODULES ARE INCLUDED & COME PRE- MOUNTED TO 3-GANG BOX. 22/6 WHIP CONTAINING CHANNELS 1, 2 & 3 22/6 WHIP CONTAINING CHANNELS 4, 5 & 6 TRINITY POWER SUPPLY 12 CHANNEL 22/6 WHIP CONTAINING CHANNELS 7, 8 & 9 22/6 WHIP CONTAINING CHANNELS 10, 11 & 12 18/2 = SHIELDED 18/2 AWG MULTI -CONDUCTOR (RED +/BLACK -) �— GROMMET TO PROVIDE STANDARD WIRE = HONEYWELL #1214 OR EQ. CHAFE RELIEF, INCLUDED, PLENUM RATED = HONEYWELL #3214 OR EQ. TYP. NOTE: BLACK IS ALWAYS NEGATIVE BREAK—OUT MODULE WIRING DIAGRAM 12 CHANNEL B2 LS-0.2 DRAIN WIRE NOTE: CONNECT DRAIN AT THE BREAK-OUT MODULE ONLY AT BREAK-OUT MODULE NOTE: DO NOT CONNECT DRAIN WIRES AT THE FIXTURE OR JUNCTION BOX CUT OR WRAP DRAIN WIRE AT FIXTURE & TAPE AT FIXTURE WIRE STRAPPING DIAGRAMS 61 AT FIXTURE & BREAK-OUT MODULE LS-0.2 NOTE: USE PRE -MADE PATCH CORDS WHENEVER POSSIBLE RJ-45 CONNECTOR ----------- t ORANGE / WHITE [ORANGE [ [ GREEN / WHITE CATS CABLE [ - - - [ BLUE t [ BLUE / WHITE E t BROWN / WHITE € tBROWN ---- -J---------- -I TOP VIEW CATS CABLE I RJ-45 CONNECTOR SIDE VIEW CAT5 WIRING DIAGRAM c� WIRING STANDARD: TIA 568 B LS-0.2 MMMRALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT# 180822 e � OF ; m e ! �� NAl. `\0 �e ```\® ADAM T. UELL, PE FL. REG. NO. PE73853 r 0 N Z! 0 oU) LU W N ■ m cc N amcz ch 0— aD c� =19 U) cc Cp UL_ sY J � Q Q N N N ■ BSB DES16N www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM180320.00 PROJ MG, DRAWN: DS CHECK WIRING DIAGRAMS LS 18/2 WIRING FROM POWER PACKS, SEE DETAIL C3 THIS SHEET. WIRE TO COMMON AND NORMALLY CLOSED (NC) TERMINALS. WIRING FROM POWER PACK TO TERMINAL STRIP BY CONTRACTOR. NORTHLIGHT RELAY MODULE RLY08M DMX ADDRESS 451 LINE VOLTAGE CONTROL SCHEDULE ID DMX # DESCRIPTION CIRCUIT 1 451 FANS LEFT WING 2. 452 FANS CENTER WING - 3 453 FANS RIGHT WING - 4 454 EONS-ZONEA - 5 455 EONS - ZONE B 6 456 EONS - ZONE C - 7 457 EONS - ZONED - LIGHTING CONTROL SCHEDULE DESCRIPTION MANUFACTURER PART NUMBER LOCATION TOUCHSCREEN CONTROLLER W/BACK BOX PHAROS HID-PH-TPC ON ENCLOSURE LID DMX AND INPUT MODULE PHAROS HID-PH-EXT IN ENCLOSURE LPC PROCESSOR PHAROS HID-PHLPC IN ENCLOSURE ENCLOSURE 28" LEVITON HID-LE-47605-28N ENCLOSURE ENCLOSURE LID LEVITON HID-LE-47605-28S ENCLOSURE DMX TO CONTACT CLOSURE 8 CHANNEL NORTHLIGHT DMX HID-NL-RLY08M IN ENCLOSURE SURGE PROTECTED OUTLET LEVITON POW-LE-47605-ACS IN ENCLOSURE DIN RAIL - HID-SE-16-700DIN IN ENCLOSURE CAT 5 PATCH CABLES - HID-CI-73-7791-1 IN ENCLOSURE 1 INPUT MODULE 0-10V OR CC - 24 RELAYS PATHWAY HID-PA-1006 IN ENCLOSURE 24V POWER SUPPLY MEANWELL POW-MW-DR-4524 IN ENCLOSURE ! PLUG 3' - POW-MW-DR-4524 I POE INJECTOR TP-LINK TL-PoE150S I TERMINAL STRIP 28 POSITION ALTECH - i OCCUPANCY WALL SENSOR DOUGLAS LIGHTING CONTROLS HID-DG-WOSSDD2-DPR-VW ITEM SENT DIRECTLY TO SITE i WATTSTOPPERS WATTSTOPPER HID-WS-BZ-50 ITEM SENT DIRECTLY TO SITE WALL SWITCHES LEVITON HID-LE-DCRA-ON/OFF ITEM SENT DIRECTLY TO SITE I WALL DIMMERS LUTRON HID-LU-DVTV ITEM SENT DIRECTLY TO SITE TO DIMMING TERMINAL STRIP FOR ANALOG MODULE - IN CONTROL CABINET. TO LIGHT FIXTURES. TO LIGHT FIXTURES.. MAX 2 FIXTURES PER MAX 2 FIXTURES PERCHANNEL. WIRED IN CHANNEL. WIRED IN SERIES. SAMPLE CONTROL WIRING FOR EON POWER SUPPLIES. SEE SHEET E1.0 FOR ZONE DESIGNATIONS. EON POWER SUPPLY DIMMING AND FIXTURE WIRING DETAIL i c-n Ls—o.a 1814 TO TERMINAL STRIP FOR INPUT MODULE IN CFO CONTROL CABINET OCCUPANCY SENSOR WIRING DETAIL (C-15 Ls-oa It DO CAT5E DMX CONTROL CABLE DAISY CHAINED THROUGH ALL TRINITY POWER SUPPLIES. WIRING BY CONTRACTOR. O O 0 O 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 Q o a O O O 0 0 0 e oa O 0 O 0 O O 0 se 0 e® O 0 0 O 0 0 O O O O O O 00 O 0 0 O O O O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 O 0 O 0 so � +Za a� Oa -sag o za o® �O+L06 31tl XWO x+sd O® 6!o zoS � —z-sa o4 �O Z4 i10.--NO � O® 4<a s +za o® ®a z � !� x—Z4 O� �o r �+sa o® Q{O b �—s0 O® �a O� �a s + ®O L _ hC �O 8 Z � expo NPu ®o zs" 0 �a Fs . oa ti� � A ®a Sl � ®®•Q �O u � �a 00 8t m c� !a oz pa �z �o zz©� o® 4•o sz _� a® ®o az �a POD] � +n a® 0 0 0 0 0 0 0 0 0 0 o O o a a 120Y AC PARED BY CONTRACTOR. M CIRCUIT A-1 120V AC HARED BY CONTRACTOR. TO CIRCUIT A-1 01 WRING BY CONTRACTOR. 18 4 TO 351 18 4 TO 352 18 1 TO 353 18 2 TO 354 18 2 TO 355 n De GENERAL NOTES; 1) INSTALLATION SHALL BE IN ACCORDANCE W/ LOCAL, STATE, PROVINCIAL, COUNTY &NEC REGULATIONS. 2) THIS DOCUMENT IS FOR REFERENCE ONLY, USE IN CONJUNCTION WITH COMPONENT INSTALLATION. INSTRUCTIONS. 3) CONDUIT REQUIRED FOR LIFE SAFETY LIGHTING. 4) CHECK LOCAL JURISDICTION FOR THE REQUIRED USE OF CONDUIT ON SYSTEMS HIGHER THAN 24 VOLTS. 5) SPECIFICATIONS SUBJECT TO CHANGE W/0 PRIOR NOTICE. 6) UON, ALL WIRING SHOWN. IS TO BE INSTALLED AND CONNECTED BY CONTRACTOR. PATHWAY 1006 DMX ADDRESS 351 INPUTSCHEDULE ID DMX # LOCATION 1 351 MENS ROOM OCC 2 352 WOMENS ROOM OCC. 3 353 LEFT WING 4 354 CENTER WING 5 355 RIGHT WING 6 356 NOT USED 7 357 NOT USED 8 358 NOT USED 9 359 NOT USED 10 360 NOT USED 11 361 NOT USED 12 362 NOT USED 13 363 NOT USED 14 364 NOT USED 15 365 NOT USED 16 366 NOT USED 17 367 NOT USED 18 368 NOT USED 19 369 NOT USED 20 370 NOT USED 21 371 NOT USED 22 372 NOT USED 23 373 NOT USED 24 374 NOT USED IN THIS CONFIGURATION WHEN CONTROLLING MULTIPLE CIRCUITS WTH A SINGLE RELAY. SEE DETAIL C15 THIS SHEET FOR OCCUPANCY SENSOR WIRING. WIRE 18/2 TO LUMASTREAM PROVIDED SWTCHES. THE SWITCHES ACTS AS CONTACT CLOSURE INPUTS FOR THE LIGHTING CONTROL SYSTEM. 18/2 TO TERMINAL STRIP FOR RELAY MODULE IN CONTROL CABINET(n TO LOAD TO BREAKEI CHART THIS SINGLE POWER PACK WIRING —WIRE POWER PACK IN THIS CONFIGURATION WHEN CONTROLLING A SINGLE CIRCUITS -WITH A SINGLE RELAY. SWITCHING POWER PACK (WATTSTOPPER BZ-50) WIRING DETAIL EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 1 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT* 180822 0. t+ a 00 T 0 N ti T 1 aS c e e ADWY WWELL, PE FL. REG. NO. PE73853 LIGHTING CONTROL SCHEDULE DESCRIPTION MANUFACTURER PART NUMBER LOCATION TOUCHSCREEN CONTROLLER W/BACK BOX PHAROS HID-PH-TPC ON ENCLOSURE LID DMX AND INPUT MODULE PHAROS HID-PH-EXT IN ENCLOSURE LPC PROCESSOR PHAROS HID-PHLPC IN ENCLOSURE ENCLOSURE 28" LEVITON HID-LE-47605-28N ENCLOSURE ENCLOSURE LID LEVITON HID-LE-47605-28S ENCLOSURE DMX TO CONTACT CLOSURE 8 CHANNEL NORTHLIGHT DMX HID-NL-RLY08M IN ENCLOSURE SURGE PROTECTED OUTLET LEVITON POW-LE-47605-ACS IN ENCLOSURE DIN RAIL - HID-SE-16-700DIN IN ENCLOSURE CAT 5 PATCH CABLES - HID-CI-73-7791-1 IN ENCLOSURE 1 INPUT MODULE 0-10V OR CC - 24 RELAYS PATHWAY HID-PA-1006 IN ENCLOSURE 24V POWER SUPPLY MEANWELL POW-MW-DR-4524 IN ENCLOSURE ! PLUG 3' - POW-MW-DR-4524 I POE INJECTOR TP-LINK TL-PoE150S I TERMINAL STRIP 28 POSITION ALTECH - i OCCUPANCY WALL SENSOR DOUGLAS LIGHTING CONTROLS HID-DG-WOSSDD2-DPR-VW ITEM SENT DIRECTLY TO SITE i WATTSTOPPERS WATTSTOPPER HID-WS-BZ-50 ITEM SENT DIRECTLY TO SITE WALL SWITCHES LEVITON HID-LE-DCRA-ON/OFF ITEM SENT DIRECTLY TO SITE I WALL DIMMERS LUTRON HID-LU-DVTV ITEM SENT DIRECTLY TO SITE TO DIMMING TERMINAL STRIP FOR ANALOG MODULE - IN CONTROL CABINET. TO LIGHT FIXTURES. TO LIGHT FIXTURES.. MAX 2 FIXTURES PER MAX 2 FIXTURES PERCHANNEL. WIRED IN CHANNEL. WIRED IN SERIES. SAMPLE CONTROL WIRING FOR EON POWER SUPPLIES. SEE SHEET E1.0 FOR ZONE DESIGNATIONS. EON POWER SUPPLY DIMMING AND FIXTURE WIRING DETAIL i c-n Ls—o.a 1814 TO TERMINAL STRIP FOR INPUT MODULE IN CFO CONTROL CABINET OCCUPANCY SENSOR WIRING DETAIL (C-15 Ls-oa It DO CAT5E DMX CONTROL CABLE DAISY CHAINED THROUGH ALL TRINITY POWER SUPPLIES. WIRING BY CONTRACTOR. O O 0 O 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 Q o a O O O 0 0 0 e oa O 0 O 0 O O 0 se 0 e® O 0 0 O 0 0 O O O O O O 00 O 0 0 O O O O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 O 0 O 0 so � +Za a� Oa -sag o za o® �O+L06 31tl XWO x+sd O® 6!o zoS � —z-sa o4 �O Z4 i10.--NO � O® 4<a s +za o® ®a z � !� x—Z4 O� �o r �+sa o® Q{O b �—s0 O® �a O� �a s + ®O L _ hC �O 8 Z � expo NPu ®o zs" 0 �a Fs . oa ti� � A ®a Sl � ®®•Q �O u � �a 00 8t m c� !a oz pa �z �o zz©� o® 4•o sz _� a® ®o az �a POD] � +n a® 0 0 0 0 0 0 0 0 0 0 o O o a a 120Y AC PARED BY CONTRACTOR. M CIRCUIT A-1 120V AC HARED BY CONTRACTOR. TO CIRCUIT A-1 01 WRING BY CONTRACTOR. 18 4 TO 351 18 4 TO 352 18 1 TO 353 18 2 TO 354 18 2 TO 355 n De GENERAL NOTES; 1) INSTALLATION SHALL BE IN ACCORDANCE W/ LOCAL, STATE, PROVINCIAL, COUNTY &NEC REGULATIONS. 2) THIS DOCUMENT IS FOR REFERENCE ONLY, USE IN CONJUNCTION WITH COMPONENT INSTALLATION. INSTRUCTIONS. 3) CONDUIT REQUIRED FOR LIFE SAFETY LIGHTING. 4) CHECK LOCAL JURISDICTION FOR THE REQUIRED USE OF CONDUIT ON SYSTEMS HIGHER THAN 24 VOLTS. 5) SPECIFICATIONS SUBJECT TO CHANGE W/0 PRIOR NOTICE. 6) UON, ALL WIRING SHOWN. IS TO BE INSTALLED AND CONNECTED BY CONTRACTOR. PATHWAY 1006 DMX ADDRESS 351 INPUTSCHEDULE ID DMX # LOCATION 1 351 MENS ROOM OCC 2 352 WOMENS ROOM OCC. 3 353 LEFT WING 4 354 CENTER WING 5 355 RIGHT WING 6 356 NOT USED 7 357 NOT USED 8 358 NOT USED 9 359 NOT USED 10 360 NOT USED 11 361 NOT USED 12 362 NOT USED 13 363 NOT USED 14 364 NOT USED 15 365 NOT USED 16 366 NOT USED 17 367 NOT USED 18 368 NOT USED 19 369 NOT USED 20 370 NOT USED 21 371 NOT USED 22 372 NOT USED 23 373 NOT USED 24 374 NOT USED IN THIS CONFIGURATION WHEN CONTROLLING MULTIPLE CIRCUITS WTH A SINGLE RELAY. SEE DETAIL C15 THIS SHEET FOR OCCUPANCY SENSOR WIRING. WIRE 18/2 TO LUMASTREAM PROVIDED SWTCHES. THE SWITCHES ACTS AS CONTACT CLOSURE INPUTS FOR THE LIGHTING CONTROL SYSTEM. 18/2 TO TERMINAL STRIP FOR RELAY MODULE IN CONTROL CABINET(n TO LOAD TO BREAKEI CHART THIS SINGLE POWER PACK WIRING —WIRE POWER PACK IN THIS CONFIGURATION WHEN CONTROLLING A SINGLE CIRCUITS -WITH A SINGLE RELAY. SWITCHING POWER PACK (WATTSTOPPER BZ-50) WIRING DETAIL EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 1 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT* 180822 0. t+ a 00 T 0 N ti T 1 aS c e e ADWY WWELL, PE FL. REG. NO. PE73853 TO DIMMING TERMINAL STRIP FOR ANALOG MODULE - IN CONTROL CABINET. TO LIGHT FIXTURES. TO LIGHT FIXTURES.. MAX 2 FIXTURES PER MAX 2 FIXTURES PERCHANNEL. WIRED IN CHANNEL. WIRED IN SERIES. SAMPLE CONTROL WIRING FOR EON POWER SUPPLIES. SEE SHEET E1.0 FOR ZONE DESIGNATIONS. EON POWER SUPPLY DIMMING AND FIXTURE WIRING DETAIL i c-n Ls—o.a 1814 TO TERMINAL STRIP FOR INPUT MODULE IN CFO CONTROL CABINET OCCUPANCY SENSOR WIRING DETAIL (C-15 Ls-oa It DO CAT5E DMX CONTROL CABLE DAISY CHAINED THROUGH ALL TRINITY POWER SUPPLIES. WIRING BY CONTRACTOR. O O 0 O 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 Q o a O O O 0 0 0 e oa O 0 O 0 O O 0 se 0 e® O 0 0 O 0 0 O O O O O O 00 O 0 0 O O O O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 O 0 O 0 so � +Za a� Oa -sag o za o® �O+L06 31tl XWO x+sd O® 6!o zoS � —z-sa o4 �O Z4 i10.--NO � O® 4<a s +za o® ®a z � !� x—Z4 O� �o r �+sa o® Q{O b �—s0 O® �a O� �a s + ®O L _ hC �O 8 Z � expo NPu ®o zs" 0 �a Fs . oa ti� � A ®a Sl � ®®•Q �O u � �a 00 8t m c� !a oz pa �z �o zz©� o® 4•o sz _� a® ®o az �a POD] � +n a® 0 0 0 0 0 0 0 0 0 0 o O o a a 120Y AC PARED BY CONTRACTOR. M CIRCUIT A-1 120V AC HARED BY CONTRACTOR. TO CIRCUIT A-1 01 WRING BY CONTRACTOR. 18 4 TO 351 18 4 TO 352 18 1 TO 353 18 2 TO 354 18 2 TO 355 n De GENERAL NOTES; 1) INSTALLATION SHALL BE IN ACCORDANCE W/ LOCAL, STATE, PROVINCIAL, COUNTY &NEC REGULATIONS. 2) THIS DOCUMENT IS FOR REFERENCE ONLY, USE IN CONJUNCTION WITH COMPONENT INSTALLATION. INSTRUCTIONS. 3) CONDUIT REQUIRED FOR LIFE SAFETY LIGHTING. 4) CHECK LOCAL JURISDICTION FOR THE REQUIRED USE OF CONDUIT ON SYSTEMS HIGHER THAN 24 VOLTS. 5) SPECIFICATIONS SUBJECT TO CHANGE W/0 PRIOR NOTICE. 6) UON, ALL WIRING SHOWN. IS TO BE INSTALLED AND CONNECTED BY CONTRACTOR. PATHWAY 1006 DMX ADDRESS 351 INPUTSCHEDULE ID DMX # LOCATION 1 351 MENS ROOM OCC 2 352 WOMENS ROOM OCC. 3 353 LEFT WING 4 354 CENTER WING 5 355 RIGHT WING 6 356 NOT USED 7 357 NOT USED 8 358 NOT USED 9 359 NOT USED 10 360 NOT USED 11 361 NOT USED 12 362 NOT USED 13 363 NOT USED 14 364 NOT USED 15 365 NOT USED 16 366 NOT USED 17 367 NOT USED 18 368 NOT USED 19 369 NOT USED 20 370 NOT USED 21 371 NOT USED 22 372 NOT USED 23 373 NOT USED 24 374 NOT USED IN THIS CONFIGURATION WHEN CONTROLLING MULTIPLE CIRCUITS WTH A SINGLE RELAY. SEE DETAIL C15 THIS SHEET FOR OCCUPANCY SENSOR WIRING. WIRE 18/2 TO LUMASTREAM PROVIDED SWTCHES. THE SWITCHES ACTS AS CONTACT CLOSURE INPUTS FOR THE LIGHTING CONTROL SYSTEM. 18/2 TO TERMINAL STRIP FOR RELAY MODULE IN CONTROL CABINET(n TO LOAD TO BREAKEI CHART THIS SINGLE POWER PACK WIRING —WIRE POWER PACK IN THIS CONFIGURATION WHEN CONTROLLING A SINGLE CIRCUITS -WITH A SINGLE RELAY. SWITCHING POWER PACK (WATTSTOPPER BZ-50) WIRING DETAIL EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 1 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT* 180822 0. t+ a 00 T 0 N ti T 1 aS c e e ADWY WWELL, PE FL. REG. NO. PE73853 0 0 O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 Q o a O O O 0 0 0 e oa O 0 O 0 O O 0 se 0 e® O 0 0 O 0 0 O O O O O O 00 O 0 0 O O O O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 O 0 O 0 so � +Za a� Oa -sag o za o® �O+L06 31tl XWO x+sd O® 6!o zoS � —z-sa o4 �O Z4 i10.--NO � O® 4<a s +za o® ®a z � !� x—Z4 O� �o r �+sa o® Q{O b �—s0 O® �a O� �a s + ®O L _ hC �O 8 Z � expo NPu ®o zs" 0 �a Fs . oa ti� � A ®a Sl � ®®•Q �O u � �a 00 8t m c� !a oz pa �z �o zz©� o® 4•o sz _� a® ®o az �a POD] � +n a® 0 0 0 0 0 0 0 0 0 0 o O o a a 120Y AC PARED BY CONTRACTOR. M CIRCUIT A-1 120V AC HARED BY CONTRACTOR. TO CIRCUIT A-1 01 WRING BY CONTRACTOR. 18 4 TO 351 18 4 TO 352 18 1 TO 353 18 2 TO 354 18 2 TO 355 n De GENERAL NOTES; 1) INSTALLATION SHALL BE IN ACCORDANCE W/ LOCAL, STATE, PROVINCIAL, COUNTY &NEC REGULATIONS. 2) THIS DOCUMENT IS FOR REFERENCE ONLY, USE IN CONJUNCTION WITH COMPONENT INSTALLATION. INSTRUCTIONS. 3) CONDUIT REQUIRED FOR LIFE SAFETY LIGHTING. 4) CHECK LOCAL JURISDICTION FOR THE REQUIRED USE OF CONDUIT ON SYSTEMS HIGHER THAN 24 VOLTS. 5) SPECIFICATIONS SUBJECT TO CHANGE W/0 PRIOR NOTICE. 6) UON, ALL WIRING SHOWN. IS TO BE INSTALLED AND CONNECTED BY CONTRACTOR. PATHWAY 1006 DMX ADDRESS 351 INPUTSCHEDULE ID DMX # LOCATION 1 351 MENS ROOM OCC 2 352 WOMENS ROOM OCC. 3 353 LEFT WING 4 354 CENTER WING 5 355 RIGHT WING 6 356 NOT USED 7 357 NOT USED 8 358 NOT USED 9 359 NOT USED 10 360 NOT USED 11 361 NOT USED 12 362 NOT USED 13 363 NOT USED 14 364 NOT USED 15 365 NOT USED 16 366 NOT USED 17 367 NOT USED 18 368 NOT USED 19 369 NOT USED 20 370 NOT USED 21 371 NOT USED 22 372 NOT USED 23 373 NOT USED 24 374 NOT USED IN THIS CONFIGURATION WHEN CONTROLLING MULTIPLE CIRCUITS WTH A SINGLE RELAY. SEE DETAIL C15 THIS SHEET FOR OCCUPANCY SENSOR WIRING. WIRE 18/2 TO LUMASTREAM PROVIDED SWTCHES. THE SWITCHES ACTS AS CONTACT CLOSURE INPUTS FOR THE LIGHTING CONTROL SYSTEM. 18/2 TO TERMINAL STRIP FOR RELAY MODULE IN CONTROL CABINET(n TO LOAD TO BREAKEI CHART THIS SINGLE POWER PACK WIRING —WIRE POWER PACK IN THIS CONFIGURATION WHEN CONTROLLING A SINGLE CIRCUITS -WITH A SINGLE RELAY. SWITCHING POWER PACK (WATTSTOPPER BZ-50) WIRING DETAIL EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 1 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT* 180822 0. t+ a 00 T 0 N ti T 1 aS c e e ADWY WWELL, PE FL. REG. NO. PE73853 0 0 0 0 0 0 0 0 000 Q o a O O O 0 0 0 e oa O 0 O 0 O O 0 se 0 e® O 0 0 O 0 0 O O O O O O 00 O 0 0 O O O O 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 O 0 O 0 O 0 O 0 so � +Za a� Oa -sag o za o® �O+L06 31tl XWO x+sd O® 6!o zoS � —z-sa o4 �O Z4 i10.--NO � O® 4<a s +za o® ®a z � !� x—Z4 O� �o r �+sa o® Q{O b �—s0 O® �a O� �a s + ®O L _ hC �O 8 Z � expo NPu ®o zs" 0 �a Fs . oa ti� � A ®a Sl � ®®•Q �O u � �a 00 8t m c� !a oz pa �z �o zz©� o® 4•o sz _� a® ®o az �a POD] � +n a® 0 0 0 0 0 0 0 0 0 0 o O o a a 120Y AC PARED BY CONTRACTOR. M CIRCUIT A-1 120V AC HARED BY CONTRACTOR. TO CIRCUIT A-1 01 WRING BY CONTRACTOR. 18 4 TO 351 18 4 TO 352 18 1 TO 353 18 2 TO 354 18 2 TO 355 n De GENERAL NOTES; 1) INSTALLATION SHALL BE IN ACCORDANCE W/ LOCAL, STATE, PROVINCIAL, COUNTY &NEC REGULATIONS. 2) THIS DOCUMENT IS FOR REFERENCE ONLY, USE IN CONJUNCTION WITH COMPONENT INSTALLATION. INSTRUCTIONS. 3) CONDUIT REQUIRED FOR LIFE SAFETY LIGHTING. 4) CHECK LOCAL JURISDICTION FOR THE REQUIRED USE OF CONDUIT ON SYSTEMS HIGHER THAN 24 VOLTS. 5) SPECIFICATIONS SUBJECT TO CHANGE W/0 PRIOR NOTICE. 6) UON, ALL WIRING SHOWN. IS TO BE INSTALLED AND CONNECTED BY CONTRACTOR. PATHWAY 1006 DMX ADDRESS 351 INPUTSCHEDULE ID DMX # LOCATION 1 351 MENS ROOM OCC 2 352 WOMENS ROOM OCC. 3 353 LEFT WING 4 354 CENTER WING 5 355 RIGHT WING 6 356 NOT USED 7 357 NOT USED 8 358 NOT USED 9 359 NOT USED 10 360 NOT USED 11 361 NOT USED 12 362 NOT USED 13 363 NOT USED 14 364 NOT USED 15 365 NOT USED 16 366 NOT USED 17 367 NOT USED 18 368 NOT USED 19 369 NOT USED 20 370 NOT USED 21 371 NOT USED 22 372 NOT USED 23 373 NOT USED 24 374 NOT USED IN THIS CONFIGURATION WHEN CONTROLLING MULTIPLE CIRCUITS WTH A SINGLE RELAY. SEE DETAIL C15 THIS SHEET FOR OCCUPANCY SENSOR WIRING. WIRE 18/2 TO LUMASTREAM PROVIDED SWTCHES. THE SWITCHES ACTS AS CONTACT CLOSURE INPUTS FOR THE LIGHTING CONTROL SYSTEM. 18/2 TO TERMINAL STRIP FOR RELAY MODULE IN CONTROL CABINET(n TO LOAD TO BREAKEI CHART THIS SINGLE POWER PACK WIRING —WIRE POWER PACK IN THIS CONFIGURATION WHEN CONTROLLING A SINGLE CIRCUITS -WITH A SINGLE RELAY. SWITCHING POWER PACK (WATTSTOPPER BZ-50) WIRING DETAIL EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 1 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT* 180822 0. t+ a 00 T 0 N ti T 1 aS c e e ADWY WWELL, PE FL. REG. NO. PE73853 0 0 0 0 0 0 0 0 0 0 o O o a a 120Y AC PARED BY CONTRACTOR. M CIRCUIT A-1 120V AC HARED BY CONTRACTOR. TO CIRCUIT A-1 01 WRING BY CONTRACTOR. 18 4 TO 351 18 4 TO 352 18 1 TO 353 18 2 TO 354 18 2 TO 355 n De GENERAL NOTES; 1) INSTALLATION SHALL BE IN ACCORDANCE W/ LOCAL, STATE, PROVINCIAL, COUNTY &NEC REGULATIONS. 2) THIS DOCUMENT IS FOR REFERENCE ONLY, USE IN CONJUNCTION WITH COMPONENT INSTALLATION. INSTRUCTIONS. 3) CONDUIT REQUIRED FOR LIFE SAFETY LIGHTING. 4) CHECK LOCAL JURISDICTION FOR THE REQUIRED USE OF CONDUIT ON SYSTEMS HIGHER THAN 24 VOLTS. 5) SPECIFICATIONS SUBJECT TO CHANGE W/0 PRIOR NOTICE. 6) UON, ALL WIRING SHOWN. IS TO BE INSTALLED AND CONNECTED BY CONTRACTOR. PATHWAY 1006 DMX ADDRESS 351 INPUTSCHEDULE ID DMX # LOCATION 1 351 MENS ROOM OCC 2 352 WOMENS ROOM OCC. 3 353 LEFT WING 4 354 CENTER WING 5 355 RIGHT WING 6 356 NOT USED 7 357 NOT USED 8 358 NOT USED 9 359 NOT USED 10 360 NOT USED 11 361 NOT USED 12 362 NOT USED 13 363 NOT USED 14 364 NOT USED 15 365 NOT USED 16 366 NOT USED 17 367 NOT USED 18 368 NOT USED 19 369 NOT USED 20 370 NOT USED 21 371 NOT USED 22 372 NOT USED 23 373 NOT USED 24 374 NOT USED IN THIS CONFIGURATION WHEN CONTROLLING MULTIPLE CIRCUITS WTH A SINGLE RELAY. SEE DETAIL C15 THIS SHEET FOR OCCUPANCY SENSOR WIRING. WIRE 18/2 TO LUMASTREAM PROVIDED SWTCHES. THE SWITCHES ACTS AS CONTACT CLOSURE INPUTS FOR THE LIGHTING CONTROL SYSTEM. 18/2 TO TERMINAL STRIP FOR RELAY MODULE IN CONTROL CABINET(n TO LOAD TO BREAKEI CHART THIS SINGLE POWER PACK WIRING —WIRE POWER PACK IN THIS CONFIGURATION WHEN CONTROLLING A SINGLE CIRCUITS -WITH A SINGLE RELAY. SWITCHING POWER PACK (WATTSTOPPER BZ-50) WIRING DETAIL EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 1 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT* 180822 0. t+ a 00 T 0 N ti T 1 aS c e e ADWY WWELL, PE FL. REG. NO. PE73853 n De GENERAL NOTES; 1) INSTALLATION SHALL BE IN ACCORDANCE W/ LOCAL, STATE, PROVINCIAL, COUNTY &NEC REGULATIONS. 2) THIS DOCUMENT IS FOR REFERENCE ONLY, USE IN CONJUNCTION WITH COMPONENT INSTALLATION. INSTRUCTIONS. 3) CONDUIT REQUIRED FOR LIFE SAFETY LIGHTING. 4) CHECK LOCAL JURISDICTION FOR THE REQUIRED USE OF CONDUIT ON SYSTEMS HIGHER THAN 24 VOLTS. 5) SPECIFICATIONS SUBJECT TO CHANGE W/0 PRIOR NOTICE. 6) UON, ALL WIRING SHOWN. IS TO BE INSTALLED AND CONNECTED BY CONTRACTOR. PATHWAY 1006 DMX ADDRESS 351 INPUTSCHEDULE ID DMX # LOCATION 1 351 MENS ROOM OCC 2 352 WOMENS ROOM OCC. 3 353 LEFT WING 4 354 CENTER WING 5 355 RIGHT WING 6 356 NOT USED 7 357 NOT USED 8 358 NOT USED 9 359 NOT USED 10 360 NOT USED 11 361 NOT USED 12 362 NOT USED 13 363 NOT USED 14 364 NOT USED 15 365 NOT USED 16 366 NOT USED 17 367 NOT USED 18 368 NOT USED 19 369 NOT USED 20 370 NOT USED 21 371 NOT USED 22 372 NOT USED 23 373 NOT USED 24 374 NOT USED IN THIS CONFIGURATION WHEN CONTROLLING MULTIPLE CIRCUITS WTH A SINGLE RELAY. SEE DETAIL C15 THIS SHEET FOR OCCUPANCY SENSOR WIRING. WIRE 18/2 TO LUMASTREAM PROVIDED SWTCHES. THE SWITCHES ACTS AS CONTACT CLOSURE INPUTS FOR THE LIGHTING CONTROL SYSTEM. 18/2 TO TERMINAL STRIP FOR RELAY MODULE IN CONTROL CABINET(n TO LOAD TO BREAKEI CHART THIS SINGLE POWER PACK WIRING —WIRE POWER PACK IN THIS CONFIGURATION WHEN CONTROLLING A SINGLE CIRCUITS -WITH A SINGLE RELAY. SWITCHING POWER PACK (WATTSTOPPER BZ-50) WIRING DETAIL EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 1 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT* 180822 0. t+ a 00 T 0 N ti T 1 aS c e e ADWY WWELL, PE FL. REG. NO. PE73853 IN THIS CONFIGURATION WHEN CONTROLLING MULTIPLE CIRCUITS WTH A SINGLE RELAY. SEE DETAIL C15 THIS SHEET FOR OCCUPANCY SENSOR WIRING. WIRE 18/2 TO LUMASTREAM PROVIDED SWTCHES. THE SWITCHES ACTS AS CONTACT CLOSURE INPUTS FOR THE LIGHTING CONTROL SYSTEM. 18/2 TO TERMINAL STRIP FOR RELAY MODULE IN CONTROL CABINET(n TO LOAD TO BREAKEI CHART THIS SINGLE POWER PACK WIRING —WIRE POWER PACK IN THIS CONFIGURATION WHEN CONTROLLING A SINGLE CIRCUITS -WITH A SINGLE RELAY. SWITCHING POWER PACK (WATTSTOPPER BZ-50) WIRING DETAIL EMERALD ENGINEERING INC. 9942 CURRIE DAVIS DR. STE H., TAMPA, FL 33619 TEL (813) 995-0300 1 FLORIDA EB# 0027845 WWW.EMERALDMEP.COM EEI PROJECT* 180822 0. t+ a 00 T 0 N ti T 1 aS c e e ADWY WWELL, PE FL. REG. NO. PE73853 0 m N s J Q Q N N N ■ BSB DESIGN www.bsbdesign.comL S 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: AM180320.00 PROJ MGR: DRAWN: DS CHECKED: CONTROL `f� /F(mPn�s� �2n�