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HomeMy WebLinkAbout6270 Silverado Ranch BlvdABBREVIATIONS: AP ACCESS PANEL AB ANCHOR BOLT AC. ACCOUSTIC ALUM. ALUMINUM ALT, ALTERNATIVE ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR APPROX. APPROXIMATELY ARCH. ARCHITECTURAL BILK. BLOCK (ING) BM. BEAM BLDG, BUILDING B.M. BENCHMARK DOT. BOTTOM BRG. BEARING CAB. CABINET CB CHALKBOARD CONN. CONNECTION (TION) COORD. COOKDINAT (TION) CLG./ CLNG. CEILING COL. COLUMN CONC. CONCRETE C.J. CONTROL JOINT C.L. CENTER LINE CONST. CONSTRUCTION CONT, CONTINUOUS CONTR. CONTRACTOR C.G. CORNER GUARD CPT. CARPET C.T. ! CER. T. CERAMIC TILE C.W. CASEWORK DEMO DEMOLITION DTL. DETAIL DIM. DIMENSION DN. DOWN D.S. DOWNSPOUT DWG. DRAWING EA. EACH E.J. EXPANSION JOINT E.I.P.S. 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. / FLK. FLOOR FR. FRAME FTG. FOOTING PDTN. FOUNDATION GA GAUGE GALV. GALVANIZED GL. GLASS G,B, / GYP. BD. GYSUM BOARD H.B. HARDBOARD HT. / HGT. HEIGHT H.C. / HANDI. HANDICAP H.M. HOLLOW METAL HORIZ. HORIZONTAL H.W. HARDWOOD I.D. INSIDE DIAMETER INSUL, INSULATION INT, INTERIOR JT, JOINT LAM, LAMINATED LT. WT. LIGHT WEIGHT MAS. MASONRY MAX. MAXIMUM M.B. MARKER BOARD M.C. MEDICINE CABINET M.O. MASONRY OPENING MET. METAL MFR. MANUFACTURER MIN, MINIMUM MISC. MISCELANEOUS MAT, MATERIAL N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO.# NUMBER 0. A. OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER 0.ff. C.I. OWNER FURNISHED CONTRACTOR INSTALLED O.F.O.I. OWNER FURNISHED OWNER INSTALLED OPNG. OPENING OPH. OPPOSITE HAND PL. PLATE FLAS. PLASTER PWD PLYWOOD PTN. PARTITION Q.T. QUARRY TILE R.A. RETURN AIR K. RISER REINF. REINFORCE REQ'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/SEALED CONC. S.T. STEEL TUBE STL. STEEL SUSF. SUSPENDED STRUCT. STRUCTURAL SIM. SIMILAR SNT. SEALANT T.B. TOWEL BAR T.C. TOP OF BURB TERR. TERRAZZO T$G TONGUE AND GROOVE T.G. TEMPERED GLASS 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 Ty". TYPICAL TERM. TERMINATE U.N.O. / U.O.N. UNLESS NOTED OTHERWISE V.C.T. VINYL COMPOSITE TILE VEPIT. VERTICAL W/ WITH W/O W ITOUT WD. WOOD W.G. WIRE GLASS W.P. WATER PROOFING W.W.F. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH Silverado Ranch Pavilion C;IiPnt� Metro Development 2502 N Rocky Point Drive Tampa, Florida 33607 Phone: 813-288-8078 Zephyrhills Florida Arch itect: BSB Design, Inc. 100 Main Street Suite 209 Safety Harbor, Florida 34695 Phone: 813-265-4808 SYMBOL LEGEND: OL +0-0 ELEVATION LINE A.F.F. ROOM 200 ROOM NAME NUMBER DTL. NUMBER A401 SHEET NUMBER 20 DOOR DESIGNATION 4 WALL TYPE WINDOW TYPE O NOTE: REFER TO SITE PLAN, REFLECTED CEILING PLAN, MECHANICAL, AND ELECTRICAL DRAWINGS FOR ADDITIONAL MATERIALS LEGEND AND SYMBOLS. MATERIALS LEGEND: / TOPSOIL IIIIII II BACKFILL CONTROLLED ENGINEERED FILL GRANULAR FILL CONCRETE MASONRY ° a � CONCRETE STONE BRICK ® STRUCTURAL STEEL 2 3 A201 ELEVATION SECTION A501 Structural Engineer: Integral Engineering, Inc. 16704 Tobacco Road Lutz, FL 33558 Phone: (813) 908-0402 VCT CPT FLOOR FINISH REFER TO FLOOR PLAN AND SECTIONS FOR SPECIFIC PARTITION TYPES. PLYWOOD WOOD -FINISHED WOOD -ROUGH RIGID INSULATION BAIT OR BLOWN INSULATION 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 PASCO COUNTY, FL. r�# �\SA IUD S�M I� y 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 ELECTRICAL E0.1 ELECTRICAL NOTES AND SCHEDULES E1.1 ELECTRICAL POWER PLAN E2.1 ELECTRICAL LIGHTING PLAN MECHANICAL M1%1 MECHANICAL PLAN, NOTES, AND SCHEDULES PLUMBING P0.1 PLUMBING NOTES, SCHEDULES, AND DETAILS P1.1 PLUMBING PLANS PROJECT DATA PROJECT: LOCATION: OCCUPANCY CLASSIFICATION: CONSTRUCTION TYPE: BUILDING HEIGHT: BUILDING AREA: APPLICABLE CODES: ZONING: SILVERADO RANCH PAVILION PASCO COUNTY, FLORIDA A3/ U VB —NON SPRINKLERED 38' — 0" 4,605 SQ—FT BUILDING: FLORIDA 2014 MECHANICAL: FLORIDA 2014 ELECTRICAL: NFPA 2008 PLUMBING: FLORIDA 2014 ACCESSIBILITY: FLORIDA FIRE PREVENTION CODE — 2014, NFPA 2012 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 DOCUMENTS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT EIE COPIED, DUPLICATED, ALTERED, MODIFIED OR REVISED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN APPROVAL OF THE ARCHITECTS. TO THE BEST OF THE ARCHITEGT5' KNOWLEDGE THESE CONSTRUCTION DOCUMENTS ARE IN CONFORMANCE WITH THE REQUIREMENTS OF THE BUILDING AUTHORITIES HAVING JUR15DIGTION OVER THE TYPE OF CONSTRUCTION AND OGCUPANGY. IT 15 THE INTENT OF THE ARCHITECT TO DELINEATE THESE DOCUMENTS AS ACCURATE AS P0551BLE FOR THE PURP05E OF 6RAPHIG REPRESENTATION. DO NOT SCALE THESE DOCUMENTS. THE 6ENERAL CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR ANY INCORRECT HORK AND ANY REPAIR OF SAID NORK A5 A RESULT OF 5GALIN67 THE DOCUMENTS. ALL NORK PERFORMED BY THE GENERAL CONTRACTOR SHALL COMPLY AND CONFORM WITH LOCAL AND STATE BUILDING CODES, ORDINANCES AND RE6ULATION5, ALONG WITH ALL OTHER AUTHORITIES HAVING JURISDICTION. THE GENERAL CONTRACTOR 15 RE5PON515LE TO BE AWARE OF THESE REQUIREMENTS AND GOVERNING REGULATIONS. THE GENERAL CONTRACTOR SHALL THOROUGHLY REVIEW AND BECOME FAMILIAR WITH THESE DOCUMENTS. UPON REVIEW, THE GENERAL CONTRACTOR SHALL DOCUMENT AND NOTIFY THE ARCHITECT OF ANT ERRORS, OMISSIONS, DISCREPANCIES AND OR INGON515TENGIE5 PRIOR TO THE START OF ANY PORTION OF THE PROPOSED WORK. THE ARCHITECTS SHALL REVIEN THE PROPOSED CORRECTIONS AFTER THE RECEIPT OF NOTIFICATION. THE DISCOVERY OF DISCREPANCIES AND OR CONFLICTS AFTER THE START OF NORK 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 EXISTING SITE, AND ITS CONTENTS, AT THE TIME OF BIDDING OR THEREAFTER. THE GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXI5TIN6 51TE CONDITIONS, ALONG WITH DIMENSION, PRIOR TO THE START OF ANY PORTION OF THE NORK, ALL FINDIN65, 0I5GREPANGIE5 AND CONCERNS SHALL BE BROUGHT TO THE OWNER'S ATTENTION IN WRITTEN FORMAT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS REPRESENTED ON THESE DOCUMENTS INCLUDING THE WORK AND MATERIALS FURNISHED BY THE SUBCONTRACTORS AND VENDORS. DEVIATIONS FROM THESE DOCUMENTS IN THE CONSTRUCTION PHASE SHALL BE REVIEWED BY THE ARGHITEGT5 AND THE OWNER PRIOR TO THE START OF WORK IN QUESTION. ANY DEVIATIONS FROM THESE DOCUMENTS WITHOUT PRIOR REVIEW, SHALL BE THE 50LE RESPONSIBILITY OF THE GENERAL CONTRACTOR. IT 15 THE 50LE RE5PON5113ILITY OF THE GENERAL CONTRACTOR TO DETERMINE ERECTION PROCEDURE, MEANS AND METHODS AND 5EQUENGE OF CONSTRUCTION. THE GENERAL CONTRACTOR 15 RE5PON515LE TO PRODUCE AND COMPLY WITH AN APPROVED CONSTRUCTION SCHEDULE ACCEPTABLE TO THE OWNER'S EXPECTATION. THE OWNER SHALL FURNISH ANY AND ALL REPORTS RECEIVED FROM THE 6EOTEGHNIGAL ENGINEER (SOIL REPORTS) ON THE STUDY OF THE PROP05ED SITE, TO THE ARCHITEGT5, 5TRUGTURAL ENGINEER AND GENERAL CONTRACTOR. IN THE EVENT THE GEOTEGHNIGAL REPORTS DO NOT EXIST, THE SOIL CONDITION SHALL BE ASSUMED TO BE A MINIMUM DESIGN 501L PRE55LRE STATED BY THE STRUCTURALLY ENGINEER OF REGORDED FOR THE R RP05ED OF STRUCTURAL DESIGN. GENERAL CONTRACTOR SHALL ASSURE THE 501L CONDITIONS MEET OR EXCEED TH15 CRITERIA. SHOP DRAWING REVIEW AND DISTRIBUTION, ALONG HITH PRODUCT 5UBMITTAL5, REQUESTED IN THE CONSTRUCTION DOCUMENT5, SHALL BE THE 50LE RESPONSIBILITY OF THE GENERAL CONTRACTOR, UNLE56 DIRECTED OTHERWISE UNDER A SEPARATE AGREEMENT. THE ARCHITECT SHALL NOT ACCEPT, OR REVIEN ANY REQUEST FOR SHOP DRAWING REVIEW AND OR STAMP WITHOUT THE REVIEW AND STAMP OF THE GENERAL 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 VARIE5 VARIE5 r MASONRY DIMENSIONS ARE TAKEN ! FROM FACE TO FACE OF MASONRY UNIT OR FACE OF MASONRY UNIT uU TO FACE OF STUD UNLESS NOTED Q OTHERWISE > ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE CITY OF ZEPH RHI S PLAN EXAMINER+ wZw �~J Z oas U 0Uo &wa ao� Iwo M',, OVJ < < U 90 Ug < NFU O20 < y yao nOu= a�tn rnWW O o -wO C O cc a N Z BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CDE CHECKED: JD GOVER SHEET AOmO FIBER CEMENT BOARD WRAPPED BEAM5 AT 5'-4" a �' 2 I A3.0 P5.0 151'-4" 48'-0" 16'-4" 15'-4" 14'-4" 1'-0" 14'-4" 1'-0" "V1I19VVU%A V�i11111� r I`l11 SGALE: 3/16"= I'-O" Eb 4 a \\ 2 �'------------------ ------ - - - - - -I l p, --- - - - - - - - - - - - ------- ----- 51M 3 �� �� '�\ \ I I I I I I I I / / �� �� �•I A5.0 36, Covered Sitting/ \d \ �' \ \ 13'-8" I I 4AND 5ET PAVER5 I I (NO SLAB) I \ / \\ 1 1 I 15015F I I I I _ p 6'-4" I'-O" —-- I -------------- ------------------ -- ----- ------------------ 1 I -------------- 1 1---------- — 1 p5------------------ \� Left Wing I i i 14 1 4 i i A5.o Right Wing 9 ' 4'-0" 11-4" 1-S 8 -O - 12 5 8 -0 1 8 14 4 0 Pavilion \ Pavilion VENDING MAGHINE5 W6r TI HIGH/ LOWr-- II Z5ANDBY OTHERS � DRINKINGI --- 1V. 5ET PAVERSti� I FOUNTAIN ' 114 g„ \ 680 5F (No SLAB) \F� �` I W3 bO5 5F 0F �W3— — — — DECORATIVE ALUMINUMi W6 — — — — Z5AND 5ET PAVERS 61, A5.0 FENCE AND 6ATE5. i _ W6 i„ PROVIDE PANIC — — — — /. 7,(NO SLAB) GRANITE 15 / \ W6 GU COUNTER TOP f ` \ W3 i HARDWARE ON 6ATE5 i W3/N PER NFPAI01: 12.2.2.2.4 _ W1 S ^�" \ W1 W6 W6 / / 0 o, \\ \\ 42" HIGH W3 Men S AND 2014 FFPG 1.2.1.1 ; Women's '� S, 8" GMU WALL5, GRANITE " ` COUNTER TOP O 107 108 ' ' Wz W2 ' ' I Oq 109 W4 110 F TYP. ON 20 X 12 , , �� 0 \ \ F� 108-----� _ — — — — — — — — — — — €-----� O FOOTING w/ (2) % % �� 40 \ Family Bar Janitor - o e Elect. Equip #5'5 GONT. Tiki Bar 9 \ \ 34" HIGH 155 5F 4 r------------ -� _------- -I56 SF - � D5 �- \\ GRANITE D�� - 1 _ m i a 6 g ` \ COUNTER TOP E�] t0 , 101 r-----, i A5.0 6 W2 — — — — — — W2 — - 10 A5.0 \ \ 40 5F D5 W6 AS.O W6 A 104 124 5F W A 40 5F , .� y A5.0 W1 r.�\ ti PTD ; , • - • q , PTD i , 124 5F �' Bfi�t - 13 �,.V 1� Wi =. _ �J- 34" H16H W1 i in = i O ° '0 6 O GRANITE Storage 1111 El 111111111111r W1 /s, 0 4 COUNTER TOP Storage p„ r0° O ws ws IIICID a9 NSF 3 -4 2 0 10 4 3_ 4 I PAVERS I 3 4 10 -4 2 0 3 4 � A5.0 � � 1515F 12 W8 ry I <W2 W2 51M1 Wi W7 �` 2 A3.1 �p ° I 51M W1 W8 27— o Arbor Main Entry Arbor 36,g HI 0 101 112 • W1 D5 3 162 5F W5 "' Aeo 2q8 5F W5 162,5F 3 51M D5 ` W1 ❑❑ I ------ — — — — — ❑❑ 5TORAGE ROOM NOTE: 1. ROOM5 106 AND III ARE TO BE U5ED FOR THE 5TORA6E OF TABLE5 AND GHAIR5. 4'-O" 12'-8" 4'-O° INDICATES 2X FRAME WALLS, 2. 5TORAGE ROOMS ARE NOT FOR GHEMIGAL 5TORAGE. 12 X24 GMU PEDESTAL W/ 6 X6 TAPERED. REFER TO POOL GLEANING 5UPPLIE5 ARE TO BE BROUGHT ON 51TE TRELLI5 GOLUMN5 ABOVE, TYP. W5 W5 5TRUGTURAL DRAWIN65, TYP. BY POOL SERVICE PROVIDER AND NOT STORED ON 5iTE. „ „ 3. ROOM5 112 AND 113 ARE GENERAL 5TORAGE ROOM5 FOR 5 -4 13 -8 20 -S 13 -8 5 -4 MAINTENANCE OF BUILDING. Ak58 -8 Floor Plan - am I 5GALE: 3/I6"= I'-O" A3.o CM wzw =FJ z oQs U Cl)Woo 0 W a Yl 1,12 Cl)ON< V z IN= < m O p N� oo� Z U a a F. 0 WYY 2 n < QW CC N=U a W Nao $a Q aQZ� €5o O O ■ ■ O nr O' m EZ O LL Cz C/) O = -0 Cz i ■� ; CL Cl) Cn N r BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CDE CHECKED: JD MAIN FLOOR PLAN REFLECTED GEILIN6 PLAN A2mO L IN 2b1-O" TOP PLf 221_V it TOP OF AI All TOPOP OF— ^ I -iml F�INI5H Fl 5GALE: 3/16" = 1'-0" DING '-IN5 WITH 1ENT A% 17F R-1 W F- 0 Z w Q 0 W cn cn ■ a s c� DC � m� LZ U L.L cz0 - L V ♦ (A N kj- yv 5% L BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO:AM150335 PROJ MGR: JD DRAWN: CDE CHECKED: JD EXTERIOR ELEVATIONS A3mO 3% r— m FINIAL - PER BUILDER STANDING SEAM METAL ROOF 12 IX4 TRIM 6 +21-I _ _ _ CUPOLA PLATE 24"X32" SHUTTER 10" TRIM GUPOLA BASE—" - - 11) GUPO 5HIN6LE ROOFING +q'-4" TOP OF MASONRY BOARD 4 BATTEN SIDING +O'-O" FINISHf FLO_OR Ix2 OVER Ix6 TRIM 12 6 7 A4.O 0- 0 cm "— 8" LAP 51DIN6 Right Wing Elevation: SCALE: 3/16" = 1'-0" SCALE: 3/16" = 1'-0" FINIAL - PER BUILDER STANDING SEAM 12 METAL ROOF 6 IX4 TRIM - --- --- - -�-I� - GUPOLA PLATE 24"X32" SHUTTER ID" TRIM --- --+�7_6 CUPOLA BASE 12 3 6 A4.O 5HIN6LE ROOFING TOP OF MASONRY BOARD ff BATTEN 51DIN6 1. Ix2 OVER IX6 TRIM FLOOR +28'-O" "TOP PLATE (TOV +22'-5" STOP OF MA5OW #!;�q - 71 OF MA5ONF +0'-O" FINISH FLOOR_ 28 TOP TOP '210 4 TOP BOAI 51D1� GMU WRAI FIBEI -V+O'-C FINIS �F��ALE3/�V= '-O" ° Left Elevation 1 SCALE: 3/16" = 1'-0" 7FIN6 \TTEN 15 ITH NT 1V Ilk rm a c� o m� U � O LL Lm rr vi 0 cz cf)(A = N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CDE CHECKED: JD EXTERIOR ELEVATIONS I All :� ►; s%: ►� ��. ►� �i `c ►� �� w♦ �,; .� �►, � III ,, ►, �t �if�;..,SC�a_.�`:f,,y_'�... f:�•lss'`aF :R .# �_.::��C3._. KC._-�. > � ROOF TO WALL DETAIL 1 1/2" = 1'-011 4 A4.0 8" GMU 2X FRAMING (SEE STWJGT. ORN65) EXTERIOR SHEATHING (SEE 5TRUGT. DRYS) STONE VENEER GONT. CORROSION RESISTANT VEEP SCREED FLASHING FIBERGLASS SHINGLES OVER 30# FELTUNDERLAYMENT OVER APA RATED STRUCTURAL SHEATHING METAL CLIP IN5TALL PER MANUFACTURER REGOMMENDATIONS 5TANDIN6 SEAM METAL SHEETING (2 OZ. PER 5017. OR 5PEGIFIED BY BUILDER) ON 30# FELT OVER ROOF 5HEATHIN6 OVER PRE-ENGINEERED ROOF TRUSSES. METAL CLIP INSTALL PER SLOPE MANUFACTURER RECOMMENDATIONS PER \ ROOF PLAN DRIP ED6E IX8 FIBER CEMENT FA5GIA BOARD b" ALUM. 6UTTER 2X 5LOGKIN6 A5 REQUIRED 1/2" FIBER CEMENT SOFFIT - VENTED IXIO FIBER CEMENT FRIEZE BAND FOR GEILIN6 FIN15H 5EE REFLECTED GEILIN6 PLAN (5EE HALL TYPE5) METAL ROOF EAVE 1 1/2" = 1'—O" ATTIC VENTILATION SCHEDULE AREA ATTIC AREA (SQ.FT.) TOTAL NET FREE VENTED AREA REQ. (1 /300) (SQ./IN.) HIGH (50%) (SQ.IN.) LOW (50%) (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 (SQ.FT.) BY 1/300 AND MULTIPLIED BY 144 SQ.IN./SQ.FT. THEN 50% OF TOTAL NET FREE VENTED AREA IS REQUIRED AT THE RIDGE/ ROOF VENT (HIGH)AND 50% 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 A5.0 � \ I / \ I TIE DOWNSPOUTS / \ INTO 5TORMWATER, /' \ TYP. 5EE GIVIL A5.0 // \ DRANINC75 / \ I / 4 /' \\ DS A4.0 / (V r----� I I 3 A4.0 I nl- LI\LL I I\/'RI-1L r V�LL.J BELON, TYP. PARTIAL ROOF PLAN - TOWER -O" FIBERCLA55 5HIN6LE5 OVER 30# FELT UNDERLAYMENT OVER APA RATED 5TRUGTURAL 5HEATHIN6 FIBERGLASS SHINGLES SHALL BE IN5TALLED PER MANUFAGTURER5 INSTALLATION INSTRUGTION5 WEAVE UNDERLAYMENT AT ALL VALLEY GONDITION5 GORRO51ON RE515TANT, 26 6A. METAL VALLEY FLA5HIN6 - 5EGURE PER NRGA REGOMMENDATION5 5ET 5HIN6LE ED6E GOUR5E5 IN THO GONTINUOU5 MA5TIG BEAD5-TYPIGAL PRE-ENGINEERED WOOD TRU55E5- 5EE< 5TRUGTURAL AND TRU55 DRAHINCS FOF 5PAGINC AND GONNEGTION DETAILS FIBER6LA55 5HINCLE RIDGE GAP -INSTALL PER MANUFAGTURER5 IN5TALLATION IN5TRUGTION5 RIDGE GAP 5Y5TEM 5ET IN ROOF MA5TIG PER MANUFAGTURER5 IN5TALLATION IN5TRUGTION5 FIBER6LA55 5HINCLE5 OVER 30# FELT UNDERLAYMENT OVER APA RATED 5TRUGTURAL 5HEATHIN6 — PRE-ENGINEERED WOOD TRU55E5- 5EE 5TRUCTURAL AND TRU55 DRAHIN65 FOR 5PAGI% AND GONNECTION DETAIL5 NOTE: ALL FLA5HIN6 SHALL HAVE MINIMUM 4" LAP IN DIRECTION OF 50WNWARD 5LOPE. l�l NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFAGTURER'5 INSTALLATION IN5TRUGTION. VERIFY ROOF 5HEATHIN6 WITH 5TRUGTURAL DRANIN65 VALLEY FLASHING 1 1/2" = 1'—O" 12 PER PLAN MAIN PLATE MAIN PLATE NOTE: ALL ROOFING MATERIAL (PER ELEVATION) SHALL BE INSTALLED PER MANUFACTURER'S IN5TALLATION IN5TRUGTION. VERIFY ROOF 5HEATHI% WITH 5TRUGTURAL FOR GEILIN6 FINISH DRAWINGS 5EE REFLECTED GEILIN6 PLAN RIDGE AND HIP RIDGE VENT I I/2I = I'-O" SLOPE FIBER6LA55 5HI%LE5 OVER 30# PER FELT UNDERLAYMENT OVER APA ROOF RATED 5TRUGTURAL 5HEATHIN6 PLAN FOR GEILIN6 FIN15H SEE REFLECTED CEILING PLAN 4. CONTINUOUS BOND BEAM PER 5TRUGTURAL DW65, TYP. BOX FRAME BEAM5 WITH P.T. 2X AND WRAP WITH FIBER CEMENT TRIM OVER GONTINUDU5 TYVEK OR EQUAL WRAP 5EE REFLEGTED EAVE GEILIN6 PLAN PER ROOF PLAN DRIP EDGE IX8 FIBER CEMENT FA5GIA BOARD 6" ALUM. CUTTER 1/2" FIBER CEMENT SOFFIT - VENTED EAVE AT BOXED BEAM 1 1/2" = 1'—O" FIBER6LA55 5HIN6LE5 OVER 30# FELT UNDERLAYMENT OVER APA RATED 5TRUGTURAL 5HEATHIN6 5LOPE PER ROOF PLAN IXIO FIBER GEMENT FRIEZE BOARD — BOND BEAM REINFOR61% PER 5TRUGTURAL DRAWIN65 — (5EE WALL TYPES) EAVE PER ROOF PLAN TYPICAL EAVE / N, 4 ------ / \�� A4.0 DA4O r----CV ^. 1 � N, I I j I IL 4:12Ak� 4:12 1? \ SLOPE 5LOPE loe .11 fp'• O - / / / / / / / / / / / / / / / � 6 A4.0 A8.1 6:12 I I I I L---J t_ CV < ua CV 5TATIG VENT - (60 5.1. VENT AREA EA) - TYP r- r----� r----.1 A4.0 I I I I I I LJ LJ LJ 10 I ( I II I I I L---J �/ ----- 1 1 48" RI06E VENT - (61.6 5.1. VENT I 1 1 I AREA) - TYP D5 1 8 1 16 1 1 1 A4'0 I iu I 1 1 N 1 I c� O 1 1 � ---------r------ ---1 .fln 1------------------ N,\ ' 1 I I I N,� ' 612 6:12 I 5 5LOPE 1 3'-OII ' N o, I D_ I 1 o I 1 1 1 6u 1 1 1 1 1 I 7 I 1 1 1 A4.0 1 1 1 I 1 1 'O il — — — — — — — — — — — — — — — — — 1 - 1 � O 1 m 1 6 1 A4.o ROOF PLAN A8•' / / / / 3 A4.0 4 A4.0 DRIP ED6E IX8 FA5GIA BOARD b" ALUM. GUTTER 2X BLOGKIN6 A5 REQUIRED 1/2" FIBER GEMENT SOFFIT - VENTED eM wow Z<� 0<5 U wz aw¢ YJ o� F— z amp p O N OO U Z � 1< a F- w�� w« Z� W , oo aUa aa� "W N �w 0 ca a s 0 co OC 0 m� U Cc � O LL Lm cz ■� j Q N V ♦ (A BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CDE CHECKED: JD ROOF PLAN PARTIAL PLAN A4.0 c u m m QEn w Z U W (n (n (n Z a W (n — U U U U H X 00 ZLLI Z � In W U W 5 LJ v 0 �'a w F-(w x LLI O((% Z .L`� XH H 0 O <O ~w m �w Ld (''JZ 0 0 0 > a Q o za aL �a 5D Q as a� wm �a I- F- H J r2 (n (n 0 F- 0 f- n p U- U INTERIOR ELEVATION NOTES: Accessibility Mounting Heights A. RE5TROOM FLOOR TO HAVE STAINED GONGRETE WITH SLIP RE51STANT TEXTURE. B. RE5TROOM NALL5 TO HAVE TILE NAIN5GOT TO 60" A.F.F. ALPHA TILE - 12"X24", LIVENTO NODE. RE5TROOM WALL5 ABOVE TILE ARE PAINTED GEMENT PLASTER FINISH. G. GRAB BARS AND TOILET PAPER HOLDERS ARE BY KOHLER. D. REMAINING TOILET AGGE55ORIE5 ARE BY AMERIGAN 5PEGIALTIE5, ING. E. BAGKSPLA5H TILE SHALL BE: TREND, BRILLANTE, 3/4"0/4" GLASS M05AIG BLEND OF 2 GOLOR5 - GOLOR 236 (30%) AND 270 (10%). F. 6ROUT SHALL BE: MAPEI, GOGOA 7Q. G. 50LID 5URFAGE (GOUNTERTOP5) SHALL BE: GAE5ER5TONE QUARTZ 5URFAGE5, 4230 5HITAKE. H. LAMINATE (BUILT-IN GABINET5) SHALL BE: LAMIN-ART, BRONZE 14"XI411X 3Y2' 5RAGKET5, TYP. Tiki Bar -Side 1/4" 15 _ -OII GRANITE FIBER GEMENT LAP GOUNTERTOPi 5101% N/ 5" EXPOSURE, TYP. 411 TRIM, TYP. Tiki Bar -front 14 1/4" = 1'-0-- BOARD AND BATTEN 5101N6 i I it !I I iE I I � I J < m OPEN BELOW OPEN DELON I i _-v UU I llUUK GABINET BASE Family Bar R/1ADn AAIn HIGH/LOW DRINKING FOUNTAIN F BUILDER NOTE: SEE AGGE551BILITY MOUNTING HEI6HT5 AND GLEARANGE5 Drinking Fountain 1/4" = 1'-0" TOILET PAPER DISPENSER 36" GRAB BAR SANITARY NAPI DISPOSAL AGGE551BLE W( Women's 1/4" — 1'—o" MIRROR 4 TRIM 3xb TILE 50AP GRANITE DISPENSER GOUNTERTOP AND BAGK5PLA5H P.LAM GOUNTERTOP e 4 BAGK5PLA5H Femamma9- - ANGLE BRACKET o< DROP -IN SINK WITH KNEE GUARD PER BUILDER �Women's GABINET BASE SIDING �Tii Bar �-B ac�kB ar 4" TRIM 3xb TILE GRANITE GOUNTERTOP AND BAGK5PLA5H 1/4" = P-0" MIRRO PAPER D15P& SOAP D15PEf 42" 6F BAR NOTE: SEE AGGE551BILITY MOUNTING HEI6HT5 AND GLEARANGE5 �z N� N � - z rn � Z O Ld LL J m is U) Z_ (/) 1 LEI Z� F U < 50LID PLASTIC DOOR (n MIN. (n W U U a v Y z_ U) 50LID PLASTIC, PARTITION WALL MOUNT BRAGKET5 PER MANUFACTURER FLOOR MOUNT NOTE: SEE AG( BRAGKET5 PER MOUNTING HEI6 MANUFAGTURER GLEARANGE5 Toilet Partition PAPER DI5PEf 50AP D15PEP 50LID 50LID PLASTIC, PLA5TIG PARTITION — PARTITION HALL MOUNTED 36" GRAB URINAL B BAR 4211 GRAB 36" 6RAB BAR / BAR 42" GRAB BAR' SANITARY NAPKIN TOILET —� DISPOSAL PAPER DISPENSER WG AGGE551BLE — VVG NOTE: SEE AC-GE551BILITY MOUNTING HEI6HT5 AND GLEARANGE5 NOTE: SEE AGGE55151LITY MOUNTING HEIGHT5 AND GLEARANGE5 r,-,-*%�W�omen'Smen's 50LID PLA5TIG PARTITION 1/4" = 1--0-- Men's 1/4" = 1'-O" Men's I/4" = V-0" 42" 6RAB BAR TOILET PAPER -c -4" TOP OF DISPENSER 36" GRAB BAR AGGE551BLE NG NOTE: SEE AGGE-551BILITY MOUNTING HEIGHT5 AND GLEARANGE5 +0'-0" *FINISH r I m N _I cz +21'-1" CUPOLA PLATE +17'-6" _ CUPOLA BASE 4 (�A4.0 +q'-4" _ TOP OF MA50NF SLAB AND FOOT PER 5TRUCTURAL DRAWINGS ^I OII FINISH FLOOR 50LID URINAL PLASTIC PARTITION / MIRROR SOAP DISPENSER " ----- P.LAM TOP PLATE (TOWER) r GOUNTERTOP 1 +# BAGK5PLA5H b 1 ANGLE BRAGKET 1 1 DROP IN SINK — — — — NOTE: SEE AGGE551BILITY WITH KNEE+22'-O - - - MOUNTIN6 HEI6HT5 AND GUARD PER TOP OF MASONRY (TOWER) Fj W5 GLEARANGE5 BUILDER o NOTE: SEE AGGES51BILITr MOUNTING HEIGHT5 AND GLEARANGE5 ,� M e n's MIRROR PAPER TONEL D15PEN5ER 50AP DISPENSER WALL MOUNT SINK 6" LAP SIDING RETURN STONE VENEER INTO OPENINGS, TYP. SLAB AND FOOTIN65 PER STRUCTURAL DRAW065 - �+0'-O" _ FIN15H FLOOR 12 b 1�____�, 1 `1 1 2 �suiiain �eciion 5/16 - 1-0 BOARD $ BATTEN SIDING 12 b 1 1---J 1 1 4 WOP OF GMU _i DROPPED BEAM (SEE 5TRUGTURAL DRANIN65) v wZv zap oQs a. o Woo oNz Ewa ap F— (n cmti am 0 Oz z Z U)< a W >;z P WY w�a Q G. N2V Q oc�N W Nao a D a coi aa� N —0 cc a s cc cc O m� co U � O L.L 0 -0 cz L- — V L CAN ♦ Zw m a v_ BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CDE CHECKED: JD BUILDING 5EGTION5 INTERIOR ELEVATION5 AGGE551BLITY HE16HT5 A5mO 1/4" = 1'-0" 1/4" = 1'-0" 1/4" = 1'-0" 3/I6 , = 1'-0" r WINDOW HEAD AT TOWER v/ 1 1/2" = 1'-0" WINDOW JAMB AT TOWER 1 1/2" = 1'-0" STONE GAP OVER 6ROL BED 5TONE VENT HEATHER RE515TANT BARRIER METAL LAT1 EXTERIOR 5HEATHIN6 5TRUGT. OF 2X FRAM$ 5TRUGT. Of WINDOW SILL AT TOWER 1 1/2" = I' -Oil FIBER GEMENT 5101% 2X4 5TUD5 FIBER CEMENT 51DING ON Ix FURRING Alw0 TRIM (5EE WINDOW TYPE5) Ix4 TRIM CONTINUOUS SEALANT BOTH 51DE5 OF FRAME FIXED HINOOH UNIT PER PLANS FIXED WINDOW UNIT PER PLANS PRE55URE TREATED SHIM A5 REQUIRED IX4 TRIM FIBER CEMENT LAP SIDING HEATHER RE-515TANT BARRIER EXTERIOR 5HEATHIN67 (5EE 5TRUGTURAL DRAHINGS) 2X4 5TUD5 8" GMU D HINDOYV UNIT PtK PLAN5 FINIJOU5 5EALANT - 4 51DE5 OF FRAME SOLID 5URFAGE 'OH 51LL iWRE TREATED SHIM A5 JIREO R CEMENT LAP 51DIWG < FURRING GMU NOT USED FIBER CEMENT 51DIN5 IX FURRING 5TRIP WEATHER RE515TANT BARRIER 8" GMU METAL FLASHING TRIM (5EE WINDOW TYPE5) Ix FURRING BOND BEAM PER 5TRUGTURAL DRAWIN65, TYP. FIXED KNOOH UNIT PER PLAN5 WINDOW HEAD FIXED WINDOH UNIT PER PLAN5 GONTINUOU5 SEALANT - BOTH 51DE5 OF FRAME Ix TRIM PRE55URE TREATED SHIM A5 REQUIRED TRIM (5EE WINDOW TYPE5) IX FURRING 5EALANT OVER BACKER ROD FIBER CEMENT 51DIN65 8" GMU WINDOW JAMB 1 1/2" = 1'-0" WINDOW SILL 1 1/2" = I'-0" FIXED WINDOW UNIT PER PLANS GONTINUOU5 SEALANT - 130TH 51DE5 OF FRAME 1/2" 50LID 5URFAGE WINDOW SILL PR,E55LRE TREATED SHIM A5 REQWREb TRIM (5EE WINDOW TYPE5) IX FURRING FLASHING OVER SEALANT OVER BACKER ROD P-i►M•1�iQsii�f;�. FIBER CEMENT LAP 510I1467 8" GMU 10 TRII Ix TRIT 5 3/4" DOOR SCHEDULE DOOR FRAME FIRE TAG TYPE LEAF WIDTH HEIGHT THICK MATERIAL FINISH TYPE MATERIAL FINISH RATING COMMENTS 106 A 2 6' - 0" 7' - 0" 1 3/4" HIM P 2 H M P -- 107 B 1 3' - 0" 7' - 0" 1 3/4" H M P 1 H M P -- 108 C 1 3' - 0" 7' - 0" 1 3/4" H M P 1 H M P -- 109 C 1 3' - 0" 7' - 0" 1 3/4" H M P 1 H M P -- 110 B 1 3' - 0" 7' - 0" 1 3/4" H M P 1 H M P -- 111 A 2 6' - 0" 7' - 0" 1 3/4" H M P 2 H M P - - HOLLOW METAL DOORS AND FRAMES BY FLEMIN6 OR APPROVED EQUAL. PAINTED SW6152 SUPERIOR BRONZE. FIBER CEMENT 510I1146 IX FURRING STRIP 8" GMU WALL FIN15H (PER WALL TYPE) BOND BEAM OR 5TEEL LINTEL (5EE 5TRUGTURAL DRAHING5) GONTINUOU5 5EALANT BOTH 51DE5 OF FRAME HOLLOW METAL FRAME (61ROUT SOLID) DOOR (5EE DOOR 5GHEDULE) H.M. DOOR FRAME HEAD 1 1/2" = 1'-0" Ix4 TRIM Ix TRIM 5 3/4" FIBER CEMENT 510IN6 2X FURRIN6 5TRIP 8" GMU HALL FIN15H (PER HALL TYPE) GROUT GORE 50LIP H/ REINF. 5TEEL ® EA. JAMB - 5EE 5TRUGT. DH65. GONTINUOU5 SEALANT BOTH 51DE5 OF FRAME HOLLOW METAL FRAME (GROUT SOLID) DOOR (SEE DOOR 5GHEDULE) H.M. DOOR FRAME JAMB 1 1/2" = 1'-0" H.M. DOOR - 5EE 5GHEOULE DOOR 5WEEP - 5E 5PEG 1/2" EXPANSION JOINT MATERIAL H.M. DOOR THRESHOLD 1 1/2" = I'-O" HOLLOW METAL FRAME (BEYOND) FACE OF GMU b" WIDE SELF ADHERING, SELF HEALING WATERPROOF MEMBRANE 51LL DAM - CONTINUE 6" MIN. UP JAMBS ALUM. THRESHOLD - 5ET IN FULL BED OF MA5TIG REINF. GONG. SLAB ON GRADE OVER VAPOR BARRIER d GRANULAR FILL - SEE 5TRUGT. DWGS. CONCRETE FOOTING (5EE 5TWGTURAL DRAWIN65) g 13 ADO A6.0 IX2 GROWN MOLD IX2 GROWN MOLD EG. 1/2 WINDOW WIDTH IX6 HEAD TRIM IX6 HEAD TRIM IX6 JAMB TRIM = ' WINDOW 12 8 Q A6.0 � A6.0 - C'S u� 7 IX6 SILL TRIM HOOD 5HUTTER 11 A6.0 A6.0 TYPICAL WINDOW TRIM WINDOW TRIM AT TONER 2'-6" le 2'-0" 2'-0" - O O = t O m O O O FIXED - P6T HIN61JARD FIXED 055GURED - P6T FIXED - P6T IMPACT GLAZING WIN6UARD WINOUARD FL PRODUCT APPROVAL IMPACT GLAZING IMPACT GLAZING #243-RI5 FL PRODUGT APPROVAL FL PRODUCT #243-RI5 APPROVAL #243-RI5 FIXED ALUMINUM WINDOWS TO HAVE BRONZE FRAMES AND MUNTINS. WINDOW TYPES 1/4" = 1'-O" 2" w Q w v Qn w O HOLLOW METAL SHOP PRIMED FIELD PAINTED DOOR FRAME TYPES 1/4" = I'-O" 5EE 5GH. LOUVERED PANEL w 5OLIO 0 PANEL LU LIA HOLLOW METAL - SHOP PRIMED FIELD PAINTED DOOR TYPES 1/4" = I'-O" 5EE 5GH. 5EE 5GH 6 2" 2" A6.0 REMOVABLE — A5TRAGAL ua 5 � Q A6.0 4 N VO O HOLLOW METAL SHOP PRIMED FIELD PAINTED 5EE 5GH. Q Q mw 1� LOUVERED LU PANEL LU __ O O HOLLOW METAL - HOLLOW METAL - SHOP PRIMED FIELD SHOP PRIMED FIELD PAINTED PAINTED M V ¢Nv WZW O F W Z J rya U !I1 Wfw OF,O Oz ¢W< W� ap 117- J) zm� <m� O Z O N o�J Z Cn a < W > U_ fJ1 3Z L W WJ< Q N=U t9 J Z � W W Nao 0 Qua aav=i y W '/� =+ Q �wo 0 ■ cc a ca oC o m U � Cc O L.L cz W 0 cz cn (A N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: COE CHECKED: JD DOOR SGHEDULE DOOR 4 WINDOW TYPES DOOR DETAILS � WINDOW DETAILS A6mO MAIN PI ATr /L I STONE VENEER MORTAR 5ETTIN6 BED METAL LATH WEATHER RE515TANT BARRIER EXTERIOR 5HEATHIN(5 (5EE 5TRUGTURAL DR1165) 2X FRAMING (5EE 5TRUGTURAL DRWG5 FOR 51ZE AND 5PAGIN(5) ELEV. 28' 5EE REFLECTED GEILING \ PLAN 2 - 2X4 TOP PLATE FIBER CEMENT TRIM ON BOTH SIDES WEATHER RE515TANT BARRIER BOTH 51DE5 7/I6" 05B BOTH 51DE5 2X4 5TUD5 16' O.G. FLASHING OVER SEALANT $ BACKER ROD 2X4 P.T. SILL PLATE ON BED OF SILL SEALER SEALANT 4 BACKER ROD SPIKE BED Ix FIBER CEMENT SILL T.O. MA50NRY jh ELEV. 22--0' FIBER CEMENT TRIM OVER 5HEATHINS ON 2x8 FRAMING FIBER CEMENT LAP 5101% WEATHER RE515TANT BARRIER PROVIDE BRAGINS A5 REQUIRED (5EE 5TRUGTURAL DRW 6) 8" GMU (5EE 5TRUGTURAL DRW65 FOR REINFORCING) FIBER CEMENT LAP 5IDING ON FURRING 2X P.T. SILL ON 51LL FLOOR FINISH PER SEALER (5EE 5TRUGTURAL BUILDER DRW65 FOR 51ZE AND ANCHORING) T.O. FIN15HED I ELEV W5 4 m ELEV. 01'4' 5EE REFLECTED GEILING PLAN FRIEZE BOARD PER ELEVATION BOARD AND BATTEN 5IDIN6 OVER 2x FURRING Ix4 TRIM PER ELEVATION 8" GMU (5EE 5TRUGTURAL DRW65 FOR REINFORCING) TILE PER OWNER FLASHING WITH SEALANT OVER BACKER ROD Ix2 OVER Ixb TRIM RFAGE GOUNTERTOP 4 %BALCKVLA5H 8" FIBER CEMENT LAP 5I0ING OVER 2x FURRING FLOOR FIN15H PER BUILDER T.O. FINISHED FLOOR _ . FI Pv nI PRIME 8 PAINT a W V EXPOSED CONCRETE TO MATCH WALL ADJACENT WALL 5URFAGE SOLID 5URFAGE COUNTERTOP 2 - 2X4 TOP PLATE 8" FIBER GEMENT LAP 5I0ING ON EXTERIOR 5HEATHIN6 2X4 P.T. SILL PLATE ON _v BED OF SILL 5EALER WEEP 5GREED 2" ABOVE SLAB CONDITION, 7" ABOVE GRADE COCONDITION � v k BA5E TRIM PER BUILDER FLOOR FIN15H PER BUILDER T.O. FINISHED FLOOR W7 ELEV. 0'-0" PRIME d PAINT EXPOSED CONCRETE TO MATCH WALL ADJACENT WALL 5URFAGE ELEV. q'- 5EE REFLECTED GEILING PLAN FRIEZE BOARD PER ELEVATION FIBER CEMENT 5I0ING - IN5TALLED PER MANUFACTURER'S 5PEGIFIGATION5 (5EE ELEVATION5) 2X P.T. FURRING WEATHER RE515TANT BARRIER CEMENT PLASTER FINISH - FLASHING WITH SEALANT OVER BACKER ROD 8' GMU (5EE 5TRUGTURAL DRWG5 FOR REINFORGIN6) Ix2 OVER Ixb TRIM TILE FIN15H, PER OWNER SELECT FIBER CEMENT 5I0ING - IN5TALLED PER MANUFACTURER'S 5PEGIFIGATION5 (5EE ELEVATIONS) 2X P.T. FURRING AT 16" O.G. TILE BA5E 5TAINED CONCRETE FLOOR T.O. FINISHED FLOOR • ELEV. 01-0" W6 MAIN PLATE MAIN PLATE MAIN PLATE MAIN PLATE A MAIN PLATE ELEV. q'-4° ELEV. q'-4" ELEV. q'-4" ELEV. q'-4" 5EE REFLECTED GEILING 5EE REFLECTED GEILING 5EE REFLECTED GEILING 5EE REFLECTED GEILING PLAN PLAN PLAN PLAN FRIEZE BOARD PER FRIEZE BOARD PER FRIEZE BOARD PER ELEVATION ELEVATION ELEVATION FIBER CEMENT 5IDING FIBER CEMENT 5IDING (5EE ELEVATION5) (5EE ELEVATION5) 2" FURRIN6 2" FURRING BOARD AND BATTEN 5I0IN6 BOARD AND BATTEN 5IDING OVER 2x FURRING OVER 2x FURRING 8" GMU (5EE 5TRUGTURAL 8" GMU (5EE 5TRUGTURAL 8" GMU (5EE 5TRUGTURAL 8" GMU (5EE 5TRUCTURAL DRWG5 FOR DRWGS FOR DRW65 FOR DRW65 FOR REINFORCING) REINFORGING) REINFORGING) REINFORGIN5) PRIME d PAINT PRIME 4 PAINT FLASHING WITH SEALANT OVER BACKER ROD FLASHING WITH 5EALANT OVER BACKER ROD FIBER CEMENT LAP 5IDING (5EE FIBER CEMENT LAP 5IDING (5EE PRIME d PAINT BOTH ELEVATION5) ELEVATIPN5) 51DE5 Ix2 OVER Ixb TRIM 2x FURRING 2x FURRING 8" FIBER CEMENT LAP SIDING OVER 2x FURRING - 4 - cn FLOOR FINISH PER FLOOR FIN15H PER FLOOR FIN15H PER FLOOR FIN15H PER BUILDER BUILDER BUILDER BUILDER T.O.F NI FLOOR s ELEV. O -O a . M1 - ELEV. O O ELEV. 0 -O a^ ELEV. O -O d ELEV. O -O sa%' V _s$'r' - 6 - - . V ' - . �. ^ - ® 4. . • to dV > ` @ - e - � � - A - qA d _ v W4PRIME d PAINT W3 PRIME 3 PAINT W2 W 1 W EXP05ED CONCRETE TO EXP05ED CONCRETE TO MATCH WALL ADJACENT MATCH WALL ADJACENT WALL 5URFAGE WALL 5URFAGE 0 m ELEV. q'-4" SEE REFLECTED GEILING PLAN FRIEZE BOARD PER ELEVATION BOARD AND BATTEN SIDING OVER 2x FURRING 8" GMU (SEE STRUCTURAL DRWGS FOR REINFORCING) FLASHING WITH SEALANT OVER BACKER ROD Ix2 OVER Ixb TRIM 8" FIBER CEMENT LAP 5IDING OVER 2x FURRING FLOOR FINISH PER BUILDER FLOOR � 1 P ;W • M a WiN zF� oas U �' CZ.� O �WQ ao� C/) Z ¢Nx <mc� � Z FAQ Cn a W > cl G: � z W "Ja y�u a � Z� W Nao aua aQ� N ` �IiO m� U O � L.L (!) N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: AM150335 PROJ MGR: JD DRAWN: GDE CHECKED: JD WALLTYPES A7mO BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB N0: AM150335 PROJ MGR: JD DRAWN: GDE CHECKED: JD WALLTYPES A7mO 45 3 -0 1 1/2" P.T. bXb, PRIME 4 PAINT P.T. 6X6, PRIME 4 PAINT P.T. IX6, PRIME 4 PAINT 2X WOOD Fly (5EE 5TRUGT FOR 51ZE Air EXTERIOR 51 (5EE 5TRUGT DRAHM55) WEATHER RE BARRIER METAL LATH HEADER (56 DRAWING5) FLASHING WI OVER LAPPE IX8' TRIM OF LINT__ TOWER BULKHEAD 1 1 /211 = 11_011 TOWER WALL BRACKET III = II-OII P.T. bXb, PRIME 4 1n PAINT I I/2" P.T. IX6, PRIME 4 5-1 1/2" PAINT BAGKER ROD SEALANT TO - MATGH MORTAR DOLOR TOWER SOFFIT BRACKET IXSTRIM - I11 = I1.-0 II PRE-ENGINEERED ROOF TRU55 2X EXP05ED LEDGER PRIMED 4 PAINTED 5EE 5TRUGTURAL DRAWINGS FIBER67LA55 5HI%LE ROOFING OVER 30# MIN. FELT UNDERLAYMENT OVER ROOF 5HEATHIN6 PER 5TRUGTURAL, TYP. METAL DRIP EDGE OVER IX2 PRE55LIRE TREATED WOOD NAILER ON RAFTER5 -SEE 5TRUGTURAL DRAWINGS 2X EXP05ED RAFTER TAIL5 PRIMED 4 PAINTED 5EE 5TRUGTURAL DRAWINGS (5EE WALL TYPE5) EXPOSED BEAM PRIMED 4 PAINTED 5EE 5TRUGTURAL DRAWINGS 5'-3" P.T. bXb, PRIME 4 PAINT 11/2" 2'-0 1/2" 3/4" (5EE WALL TYPE5) WALL BRACKET 1 P.T. bXb, PRIME 4 PAINT P.T. 6X6, PRIME 4 PAINT P.T. IXb, PRIME 4 PAINT q'-4" 130TTOM TOWER BULKHEAD I I/211 = I'-0�1 PLAN VIEW WOOD COLUMN STONE VENEER all GMU PREGA5T GONGRETE LINTEL (5EE 5TRUGTURAL DRAWINGS) BAGKER ROD SEALANT TO MATGH MORTAR GOLOR 2X BLOGKING IX8" TRIM FIBER GEMENT PANEL FIBER GEMENT LAP SIDING 8" GMU PRE-ENGINEERED WOOD ROOF TRU55E5 PREGA5T GONGRETE LINTEL (5EE 5TRUGTURAL DRAWIN65) LEDGER (5EE 5TRUGTURAL DRAWINGS) 20 BLOGKING F113ER GEMENT PANEL IX TRIM FOR GEILING FIN15H 5EE REFLECTED GEILING PLAN IX4 FIBER GEMENT BOARD 12" GMU GOLUMN WRAPPED WITH FIBER GEMENT TRIM BOARDS 12" GMU GOLUMN WRAPPED WITH FIBER GEMENT TRIM BOAR05 12' GMU GOLUMN WRAPPED WITH FI13ER GEMENT TRIM BOARDS Ixb FIBER GEMENT BOARD GONGRETE SLAB 4 FOUNDATION - 5EE 5TRUGTURE DRAWINGS EXTERIOR 5HE1 (SEE 5TRUGTUR DRAWINGS) WEATHER RE51� BARRIER METAL LATH FIBER CEMENT 5101% ON PT FURRING 8" GMU GROUT GORE 50LID W/ REINF. STEEL PER 5TRUGT. SEALANT AND BAGKER ROD 5TONE VENEER - RETURN AROUND GORNER TOWER BULKHEAD PRE55URE TREATED 2X10 EQUALLY 5PAGE TRELLI5 PRE55URE TREATED (2) 2XIO BEAM PRE55URE TREATED 6X6 Pi 5TRUGTURAL DRAWINGS GMU PEDESTAL BELOW IX8 TRIM EA FLA5HIN5 WI EACH 51DE Ix2 OVER Ixl 8" LAP 51011 Ix FURRING GMU PEDE5T Cn C/1 C/ 1 2'-0" b" b" 61, b" a PLAN VIEW STONE BASE DOUBLE WOOD COLUMN PLAN VIEW PRE55URE TREATED 2XIO EQUALLY 5PAGE TRELLIS PRE55URE TREATED (2) 2XIO BEAM MAIN PLATE 6X6 P.T. P05T 0 N F- Z F- Q W fA fl) z O > w cc a 0 rm cc rr o m MO U � Cc LL cz (D -0 ■� j Q cn Cn N *2-1 BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CDE CHECKED: JD ARGHITEGTURAL DETAILS FOUNDATION PLAN SCALE: 5/16" = I'-O" 151'-4" 5 DOWEL V STANDARD CMU COLUMN OR WALL ABOVE AS NOOK - MIN 25" LAP PER FLOOR PLAN SPLICE AT EACH REINFORCED CELL OF 5 VERTICAL REINFORCEMENT IN COLUMN WALL DOWELS ALL FILLED GROUT CELLS SEE FLOOR PLAN FOR LOCATION FINISH FLOOR ELEVATION (1) 45 a 48" O.C. MAXIMUM U.ON., MIN 25" LAP SPLICE TOP Of GRADE INDICATES 05 DOWELS WITH MININUM 25" LAP � � � a a a � ` SPLICE ■ Z 3 > i ' D ° o ' {i- . D 9 D p .e e ` e ,e_ , FOUNDATION NOTES o CV D _D k _',D � CONCRETE SLAB - a• e ° � SEE NOTES FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO AT LEAST W% OF THE MAXIMUM DRY DENSITY. WIDTH COMPACTED AND TREATED SOIL ALL INTERIOR SLAB -ON -GRADE SHALL BE A MIN. OF 4' AND REINFORCED WITH ULF 6x6 AS PER STRUCTURAL NOTES WL4 x 1.4 OVER A 6 mil (10 m11. recommended) POLY VAPOR BARRIER W/ 6" LAP AND MIN. SEE TABLE FOR REQUIRED PERM RATING OF 05 FOOTINGS SCHEDULE REINFORCEMENT ALL EXTERIOR SLAB -ON -GRADE SHALL BE A MIN. OF 4" AND REINFORCED WITH W.LF &x6 WL4 x 1.4 MARK WIDTH LENGTH DEPTH B0TT0h1 i';II+ORCIWj REMAWS SECTION AT EXTERIOR WALLS THE DESIGN SOIL PRESSURE USED FOR ALL CALCULATIONS WAS 2000 PSF N ACCORDANCE FM-32 32" CONT 20" (4) 05 CONT. SLAB NOT TO SCALE WITH STRUCTURAL NOTES WITH FM-20 20" CONT 20" (3) 05 CONT. MONOLITHIC SLAB TOP OF FNISHED SLAB SHALL BE 0-0", SEE SURVEY PLOT FOR NGVD. TE 12" CONT 12" (045 THIICKENEC> SLAB COORDINATE SLAB AND FOOTING PENETRATIONS WITH PLUMBING, ELECTRICAL AND MECHANICAL DRAWINGS. F-48X36 48" 36" Irbil05 a 6"WO.C.O:C. . MONOLITHIC SLAB COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. F-36X3(p 36" 36" 16" 05 A 6" O.G. E.W. MONOLITHIC SLAB F-40x40 40" 40" 16" 45 A 6" Oz. E.W. MONOLITHIC SLA5 PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SZTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY F-24X24 24" 24" 16" 05 a 6" O.C. E.W. MONOLITHIC SLAB THE FLORIDA DEPARITIENT OF AGRICULTURE AND C09W IER SERVICES. COORDINATE DIMENSIONS, SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURERS SPECIFICATIONS. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE THE STEEL REINFORCING FOR THE FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 29M PSF. Lr AND INDICATES PAVERS - TOP OF FOOTERS TO 5E 8 INCHES 5ELOW GRADE AT THESE LOCATIONS CMU COLUMN OR CMU OR FRAME WALL ABOVE AS PER FLOOR PLAN 5 VERTICAL REINFORCEMENT IN ALL FILLED GROUT CELLS SEE FLOOR PLAN FOR LOCATION Id Q 5 DOWEL W/ STANDARD HOOK - MIN 25" LAP SPLICE AT EACH REINFORCED CELL OF COLUMN D o-KSEE - -CONCRETE SLAB - SEENOTES WCOMPACTED AND TREATED SOIL AS PER STRUCTURAL NOTES SEE TABLE FOR REQUIRED REINFORCEMENT SECTION AT INTERIOR BEARINGWALLS NOT TO SCALE TOP OF GRADE CONCRETE SLAB - SEE NOTES THICKENED EDGE AS PER TABLE SECTION AT THICKENED EDGE NOT TO SCALE CONCRETE SLAB - SEE NOTES 4 : e TYP. WALL CONSTRUC. MAIN FLOOR LINE REF. ELEV. 0'-0" FIN. GRADE COMPACTED AND TREATED SOIL AS PER STRUCTURAL NOTES 3" MIN. COVER 20° NOTE: USE STEMWALL FOOTING FOR MOM THAN 16" DIFFERENCE BETWEEN FINISH FLOOR AND EXISTING GRADE ALTERNATE STEMWALL FOOTING NOT TO SCALE M ae M w m p o zd. S2 F Z w Z v Z O - b 0 Z L V J o -oy Z. p Z. c� Mo RE S2 _ � Z w a,LL RI .0 ®n W� ' LJJ -- zf0 Am wZ� Z C% is C w N LLI c W P - p LL O LL r S ms �6 Z S' LU Ino 0 LL a= �® ° Z —c -j %z �s �0 �� cr w �p v O Z 7 S Z Orn `m�F W I- > a� 2 �U agisil �3i N ZF1L'O a O a > U LZ O `V _O LL 0 cz > CL ■� ■^ Al (J) cn IV BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM PROJ MGR: LCC DRAWN: LCC CHECKED: FOUNDATION PLAN PC-2 FC-2 F F FC-2 FC-2 G F n L C Z H V to J _ 0 Z 00 p FC-3 F FC-3 p FC-3 uJ F zZ !3z ��1-� ® M W_ 2 U Z ei �o — ------—————- ---- —— — — — — — — co Z H o z J >az gap o / a: ZPc-2 cc w 3 D D FC2 / �\ 00 i F / F co Lij I / K-2 _® e ® ! d � fl%< 1 F � 0 F F F D FC-2 PC-2 F FC-2 ®®®®1I,1 1 I I1110Ln �� J FC-2 I j I F ■ i ■ i ■ ■ ■ PC-2 FC-2 ♦ FC-2 �� // r �` � min - z 7 ti ? U) F Lij > LU _ t / ?�? < \ 2 �/LLJ N ill i ■ -- -- --- ■ ! �� ♦ : j ! ? // � / ram, I ♦ / k O ) A ♦ j j/ � PC-2 FRECA5T CONCRETE LINTEL. SCHEDULE CMU WALL ABOVE LINTEL AS REQUIRED_ TO REACH TIE BEAM, PRECAST LINTEL W/ (1) S DIAL` POURED SOLI! OPENING BELOW AS PER ARCHITECTURAL DRAWINGS 194P -190#klw CMU WALL ABOVE _ LINTEL AS REQUIRED TO REACH TIE BEAMS - 4" OR 8" KNOCKOUT BLOCK W/ (1) M5 DIAM. POURED SOLID POURED SOLID ll) M50 OPENING BELOW AS PER ARCHITECTURAL DRAWINGS PG2 (1) *5 a 48" O.G. MAXIMUM U.ON., EXTERIOR AND SEPARATION WALLS INDICATES REINFORCED FILLED CELLS AT FIRST FLOOR WALLS ONLY CMU WALL LEGEND . ■ 8"X8"XI&" 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 ■ PC-3 ) `--( 5 FLOOR PLAN - STRUCTURAL SCALE: 5/16" = 1'-0" 4" OR 8" KNOCKOUT BLOCK W/ (I) s PIAM. POURED SOLID POURED SOLID (I)SO 5" PRESTRESSED PRECAST CONCRETE LINTEL WITH BOTTOM ELEVATION AS PER ARCHITECTURA DRAWINGS PGA FLOOR PLAN NOTES TOP OF MASONRY WALLS ARE BASED ON ARCHITECTURAL DRAWIN65. VERIFY SUCH ELEVATIONS WITH ARCHITECTURAL ELEVATIONS AND SECTIONS. ALL EXTERIOR WALLS ARE DE516NED AS SHEARWALL5. KEY NOTES Cj) 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 FOR REQUIRED TRELLIS CONSTRUCTION 0 SEE ARCHITECTURAL DRAWINGS FOR REQUIRED DECORATIVE BEAM CONSTRUCTION AROUND LINTELS AND BELOW TRUSSES ® PROVIDE A SIMPSON HDQB AT EACH CORNER OF FRAME WALL O 12" SQUARE CMU COLUMN W/ (2) 05 VERTICAL ALL GROUT FILLED © SEE SECTIONS FOR REQUIRED BRACKET CONSTRUCTION C G TnWPP PI tAKI - CTI?I I(�TI IQ01 SCALE: 5/16" = P-O" r 0 a s m U O c 0 cz �— MO CC C/ ca Q L. � L 4) L (n U) N BSB DESIGN www.bsbdesign.com 100 Main St, Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: AM PROJ MGR: LCC DRAWN: LCC CHECKED: FIRST FLOOR PLAN STRUCTURAL 1 SIO KEY NOTES C:K) ® PRE -MANUFACTURED ROOD ROOF TRUSSES. SEE SHOP DRAWINGS © GIRDER TRUSS LOCATION © LEDGER AS PER SECTIONS O ROOF VALLEY FRAMING 5Y TRUSS MANUFACTURER OR ALTERNATIVELY USING CONVENTIONAL FRAMING AS SHOWN ON STRUCTURAL DETAILS O CUPOLA AS PER SECTION O SEE SECTION FOR RAFTER REQUIREMENTS AT EXTENDED ROOF © TRELLIS CONSTRUCTION: • P.T. WOOD • 2XIO RAFTERS 0 MAX 24" O.G. • (2) 2XIO BEAM • 4X4 POSTS • USE SIMPSON H2.5A FROM RAFTER TO BEAM • USE SIMPSON HGAIOA FROM RAFTER TO MASONRY WALL • USE SIMPSON EPCL44 FROM POST TO BEAM • USE SIMPSON ABU44 FROM POST TO CMU PEDESTAL LOWER ROOF FRAMING PLAN 50ALE: 5/16" = 1'-0" 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 T04 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 50ALE: 5/16" = 1'-0" _-'.: b_ m p SQ lJ ski Z o p < a F- p p w z --to rn z_ w0 z p O a x r a z m o 64m � ,y W N lL ul Lu z oa w U a m� -0 p z w a Z O ,...., o = cc C > LU - w 2 O r 0 Q < w F = p O > so w ¢ w z_ z -- maw 4ao oz a p =moow p J w 3 5-C S� u 1 Q o -cJw rcn wp „c Cn CIOncq LU LL Q LLJ p p, I�//PIP IIa�� D �_� s (n z m 0 W LLrYIJ � 3 < Q LL 41FU w N O N �1L0 a O ■ a W C� U o C z _O � cc Cc O Lm cz j CL — ti, BSB DESIGN www.bsbdesign.com 100 Main St, Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM PROJ MGR: LCC DRAWN: LCC CHECKED: ROOF FRAMING PLAN SIO c 'q SECTION AT SLANTED WALL S4.01 SCALE: 3/4" = 1'-0" KEY NOTES I. ROOF AS PER ARCHITECTURAL DRAWINGS 2. PRE-ENGINEERED WE). 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. 05 BAR VERTICAL REINFORCEMENT HOOK INTO TIE BEAM ABOVE 1. 05 BAR DOWEL W/ 10" STD. HOOK (LAP MIN. 25" W/ VERTICAL REINFORCEMENT BAR) 8. FOOTING AS PER FOUNDATION PLANS U 4 29 12 "g SECTION AT TOWER - FRONT S4.OJ SCALE: 1/2" = 1'-0" 9. 1/2" GYP. BD. 9 CLG. 10. (ONE) K.O. OR U-BLOCK TIE BEAM W/ 1 05 BAR CONT. I]. (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 Ix2 WD. FURRING STRIPS 6 24" O.C. W/ INSULATION AS PER ARCHITECTURAL DRAWINGS 14. DOUBLE 2X4 TOP PLATE 15. 2X4 STUDS a 16" O.C. 16. SINGLE 2X4 P.T. PLATE ATTACHED TO TOP OF WALL W/ 1/2" X 1" ANCHOR BOLTS AT 16" O.G. 3 1 14 11 15 IS 16 10 26 5 a -C SECTION AT TOWER - REAR S4.0 J SCALE: 1/2" = 1'-0" 11. 5IMP50N SP2 OR SP4 AT STUD TO TOP PLATE I& 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 tv 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. SIMP50N RSP4 AT EACH STUD TO PLATES 24. 2X4 LEDGER ATTACHED TO WALL W/ 1/4114-3/4" TAPCONS O 8" O.C. STAGGERED F SECTION AT CUPOLA S4.0 J SCALE: 1/2" = V-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. JOISTS ON TOP OF CMU TIE BEAM SPACED AT NO MORE THAN 16" O.G. 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.G. 29. ATTACH VERTICAL MEMBER OF BRACKET TO FRAME WALL W/ 1/4"X5" LAG SCREWS SPACED VERTICALLY AT NO MORE THAN 16" O.C. PRECAST LINTEL ARCH FRAMING N.T.S. SECTION AT EXTENDED ROOF SCALE: 1/2" = V-0" 30. 2X6 P.T. RAFTER ATTACHED TO TRUSSES W/ 16D 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 WL31 W/ (6)1/2" TRHU BOLTS 32. (2) 2X12 P.T. LEDGER ATTACHED TO WALL W/ 3/4"X9" ANCHOR BOLTS 6 24" O.C. STAGGERED. 33. CUPOLA TO BE BUILT W/ 2X4 STUDS O 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/ SIMP50N MTA24. ATTACH TRUSSES TO WALL W/ SIMPSON H25A. 34. SEE STRUCTURAL DETAILS FOR EAVE BLOCKING REQUIREMENTS 2X FRAMING @ 16" O.C. NAILED TO 2X8 ABV AND PLYWOOD @ SIDES 15/32" CDX PLYWOOD or 7/ 16" OSB, NAILED @ 4" FROM EDGES AND 1-2' IN FIELD 2X4 BLOCKING NAILED W/ 8D NAILS KNOCKOUT BLK. 8" MASONRY WALL "E SECTION AT TYPICAL WALL S4.01 SCALE: 3/4" = 1'-0" 35. FINISH AS PER ARCHITECTURAL 1* M N � Z $ M w W O a � TP Z n ov i 0 Z ® eC = A cc5-5 w ® u Ad W� 0 W rn � i c7 o ¢ z o z v v a 0 Z W a 19 iz3 n ti y� m J W i 00 0 WLLI RA ui a ' `" ®soe 2 s 00 z ^'^ 0014! i 0. W 4 d W ®® L) a,'. e Ln S lips z m o© H W off§ a 0= L) LLI N�/� O C 0 s� a > �cu U _O 0 u- cz cn c j Q, t1') "CT N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: AM PROJ MGR: LCC DRAWN: LCC CHECKED: WIND DESIGN PRESSURES AND SECTIONS S4.0 STRUCTURAL SPECIFICATIONS L GENERAL I. SUBCONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION OF WHATEVER TEMPORARY BRACING, SHORING, GUYS TO TIE -DOWNS THAT MAY BE NECESSARY. 2. SUBCCNTRACtOR 18 SOLELY RESPONSIBLE FOR T4E SAFETY OF HIS WORK DURING* CONSTRUCTION. 3. APPLICABLE BUILDING CODES: - FLORIDA BUILDING CODE (2014). DRAWINGS ARE CERTIFIED FOR STRUCTURAL PORTION ONLY THAT INCLUDES FOUNDATION SYSTEMS, BEAMS, POSTS, SHEARWALLS, STRUCTURAL CONNECTORS, REQUIRED WIND DESIGN PRESSURES, FASTENERS, SHEATHING MATERIAL AND THICKNESS, WALL STRUCTURAL ELEMENTS, HEADERS OVER WINDOWS, REINFORCED CONCRETE, STEEL FRAMING, WOOD FRAMING, MASONRY SIZES AND REINFORCEMENT, AND SPECIFICATIONS DESCRIBED HEREIN. 4. DESIGN LOADS: A. ROOF: LIVE LOAD 20 PSF DEAD LOAD 10 PSF (SHINGLES s METAL) 20 PSF (TILE) B. UNINHABITABLE ATTICS WITH LIMITED STORAGE LIVE LOAD 20 PSF DEAD LOAD 10 PSF C. FLOOR BALCONIES LIVE LOAD 60 PSF ALL OTHER ROOMS LIVE LOAD 40 PSF DEAD LOAD 10 PSF D. SNOW AND SEISMIC LOAD: NONE S. STRUCTURAL MEMBER ALLOWABLE DEFLECTION Rafters having slopes greater than 3:12 with no finished calling attached to rafters LASO Interior walls and partitions WASO Floors and plastered ceilings L/360 All other structural members L/140 Exterior we Ile H/360 Lintels supporting maeorrg veneer walls L/600 6. ALL CONTRACTORS, SUBCONTRACTORS, SUPPLIERS AND FABRICATORS SHALL BE RESPONSIBLE FOR THE CONTENT OF DRAWINGS, AND FOR THE SUPPLY AND DESIGN OF APPROPRIATE MATERIALS AND WORK PERFORMANCE. 1. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL 13E APPLIED, INSTALLED, ERECTED, USED, CLEANED, AND CONDITIONED IN STRICT ACCORDANCE WITW MANUFACTURER'S RECOMMENDATIONS. 8. ALL STUCCO FINISH SHALL BE APPLIED AS PER ASTM C926 AND CONTROL JOINTS PROVIDED AS PER ASTM C1063. CURING TIME AS PER SECTION R104b9 OF T14E FLORIDA BUILDING CODE 5TH EDITION (2014). II. SITE WORK I. FOUNDATION DESIGN IS BASED ON A MINIMUM SOIL PRESSURE INDICATED ON THE FOUNDATION PLAN. THE CONTRACTOR IS RESPONSIBLE TO FOLLOW RECOMMENDATIONS INCLUDED IN THE RESPECTIVE GEOTECHMNICAL 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 SUBGRADE UNDER THE NEW CONCRETE FOUNDATIONS SHALL BE COMPACTED TO 95% OPTIMUM DENSITY. SOIL COMPACTION TESTS TO BE TAKEN BY A QUALIFIED SOILS LAB PRIOR TO POURING ANY CONCRETE. 3. FOOTINGS SHALL BE NEAT EXCAVATED WHERE POSSIBLE WITH SIDES AND TOP EDGES FREE OF LOOSE OR WET MATERIALS. WHERE NEAT EXCAVATION IS NOT POSSIBLE, FOOTINGS EXCAVATION SHALL BE OPEN CUT WITH EDGES FORMED AND BRACED. ALL FOOTINGS WITH FORMED EDGES SHALL BE BACKFILLED FROM BOTTOM TO TOP OF FOOTING WITH SELECT FILL. THE BOTTOM EXCAVATION SHALL BE CLEAN AND DRY WITH ALL LOOSE MATERIAL REMOVED FOR AN ESSENTIALLY FLAT BEARING SURFACE. III. CAST IN PLACE CONCRETE 1. CONCRETE TO BE NORMAL WEIGHT WITH THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS: as FOOTINGS, SLAB -ON -GRADE, SLAB FILL: 2500 PSI ba MASONRY WALL TIE BEAMS, TIE COLUMNS: 2500 PSI ca REINFORCED CONCRETE BEAMS AND COLUMNS 3000 PSI 2. CONCRETE SHALL BE READYMIX PER ASTM C94: a.) PORTLAND CEMENT - ASTM 0150 ba A:CGREGATES - ASTM C33 (3/4" MAX.) ca NO CALCIUM CHLORIDE des AIR ENTRAINING - ASTM C260 ea WATER REDUCING - ASTM C494 fa FLYASH - ASTM C618-18 CLASS F (20 % MAX-) g-) WATER - CLEAN AND POTABLE 3. REINFORCING STEEL: ASTM1 A615 GRADE 40, DEFOIRMED BARS. 4. REQUIRED SLUMP RANGE ■ 3" TO 511. 5. WELDED WIRE FABRIC: ASTM A1S5 6. MOISTURE BARRIER 6 MIL POLYETHYLENE. 1. CODES AND STANDARDSt a.) ACI 301 "SPEC FOR STRUCTURAL CONCRETE FOR BUILDINGS." ba ACI 305 "RECOMMENDED PRACTICE FOR HOT WEATHER CONCRETING." c-) ACI 318 "BLOC. CODE REQUIREMENTS FOR REINF. CONCRETE." des ACT 315 "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." e. MINIMUM LAP SPLICE - 40 BAR DIAMETERS UNLESS NOTED OTHERWISE. 9 CONCRETE FINISHES SHALL BE PER CONTRACTOR'S SPEC'S. 10. SUBCONTRACTOR IS RESPONSIBLE FOR THE PROPER DESIGN AND CONSTRICTION OF ALL FORMWORK, SHORING, AND RESHORING. 11. REINFORCING BAR COVER as FOOTINGS 3" ba COLUMNS 1 1/2" ca BEAMS AND WALLS 1 1/2" des SLABS 3/4" (INTERIOR), 1 1/2" (EXTERIOR) 12. CONCRETE SHALL BE PLACED WITHIN 90 MINUTES OF BATCH TIME. 13. PROVIDE CORNER BARS AT ALL WALL FOOTING AND BEAM CORNERS TO MATCH HORIZONTAL BARB. (25" MINIMUM LAP FOR 5 BARS, OTHERS AS PER ACI 318). 14. ALL BUILDING SLABS -ON -GRADE SHALL BE NOMINAL 4" THICK, REINFORCED WITH bxb-111I.4 W.WP. ON 6 MIL VAPOR BARRIER SEE PLANS FOR OTHER CONDITIONS AND SIZES. NO FIBERMESH ALLOWED UNLESS OTHERWISE NOTED ON THE FOUNDATION PLAN. ID. ANCHOR BOLTS FOR WOOD LEDGERS AND PLATES TO CONCRETE OR MASONRY (OPTIONS).. a. J BOLTS - USE 1/2" X 8" "J" BOLTS WITH 6" EMBEDMENT AND 2" PROJECTION WHEN INSTALLED PRIOR TO PLACING CONCRETE, AS SHOWN ON DRAWINGS. b. EXPANSION ANCHORS - USE 1/2" X 4" EMBED, HILTI KWIK BOLT 11, OR EQUAL, AT LOCATIONS (OTHER THAN EDGE CONDITIONS) IN LIEU OF 1/2" X 8" "J" BOLTS. a EPDXY ANCHORS IN CONCRETE - USE 1/2" X 4-1/4" IMBED, WITH HILTI C100), OR ANCHOR BOND BY CELTITE, INC., AT EDGE OF SLAB CONDITION WHERE BOLT IS LESS THAN 6" TO A CONCRETE EDGE. d. EPDXY ANCHORS IN TOP OF BLOCK WALLS - USE THREADED ROD (3/4" X A6-5/8" IMBED) ON TOP OF 8" MASONRY WALLS WITH HILTI HIT C-100 ADHESIVE OR ANCHOR BOND, WHEN 1/2" X 8" "J BOLTS ARE OMITTED. 16. FOOTING SIZES SHOWN ARE TYPICAL ONLY FOR STATED SOIL BEARING PRESSURE AND CONSISTED COMPACTION. CONTRACTOR SHALL BE RESPONSIBLE FOR FOOTINGS COMPLYING WITH THE DESIGN REQUIREMENTS OF SPECIFIC SOIL CONDITIONS. 11. PROVIDE 1/2" EXPANSION JOINT MATERIAL BETWEEN ALL CONCRETE SLABS AND ABUTTING CONCRETE OR MASONRY WALLS OCCURRING IN EXTERIOR OR UNHEATED AREAS. 10. PROVIDE 1/4" SAW CUT EXPANSION JOINTS ON SLABS SPACED AT NO MORE THAN 18 FEET ON CENTER EACH WAY AND AS SHOWN ON PLANS IV. MASONRY I. HOLLOW LOAD BEARING UNITS (CMU) SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE I, GRADE N. MINIMUM NET COMPRESSIVE STRENGTH ■ ISM PSI. 2. MORTAR SHALL BE TYPE M OR 6 AND CONFORM TO ASTM C210. 3. CONCRETE GROUT SHALL CONFORM TO ASTM C416: a-) 2,500 PSI AT 28 DAYS. b.)3/8" MAXIMUM AGGREGATE. C.) 8" - 11" SLUMP. 4. BARS SHALL HAVE MINIMUM CLEARANCE OF 1/2" FROM MASONRY. THE CLEAR DISTANCE BETWEEN BARS SHALL NOT BE LESS THAN ONE BAR DIAMETER NOR LESS THAN I". 5. VERTICAL REINFORCING SHALL BE AT ALL CORNERS, EACH JAMB OF OPENINGS, UNDER ALL GIRDER LOADS, AND NOT TO EXCEED 6'0" O/C FOR STRAIGHT WALLS, OR AS SHOWN ON THE DRAWINGS. FILL CELLS WITH CONCRETE GROUT AS SPECIFIED. PROVIDE ACI 318 90 DEGREE STANDARD HOOKS INTO FOOTING, AND TIE BEAMS. 6. REINFORCING BARB SHALL BE STRAIGHT EXCEPT FOR BENDS AROUND CORNERS AND WHERE BENDS OR HOOKS ARE DETAILED ON THE PLANS. 1. REINFORCING BARS SHALL BE LAPPED 40 BAR DIAMETERS WHERE SPLICED AND SHALL BE WIRED TOGETHER- S. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. DOWELS SHALL BE GROUTED INTO A CORE IN VERTICAL ALIGNMENT, EVEN THOUGH IT IS IN AN ADJACENT CELL TO THE VERTICAL WALL REINFORCEMENT. 9. CLEANOUTS SHALL BE PROVIDED IN THE BOTTOM COURSE OF MASONRY IN EACH GROUT POUR WHEN THE POUR HEIGHT EXCEEDS 5. PROVIDE 4" X 4" OBSERVATION HOLE TO VERIFY CONCRETE GROUT PLACEMENT. 10. PLACE ALL MASONRY IN RUNNING BOND WITH 3/8" MORTAR JOINTS. PROVIDE COMPLETE COVERAGE FACE SHELL MORTAR BEDDING, HORIZONTAL AND VERTICAL. FULLY MORTAR WEBS IN ALL COURSES OF PIERS, COLUMNS, AND PILASTERS AND AND ADJACENT TO GROUTED CELLS. II. PROVIDE 8" X 8" PRECAST REINFORCED CONCRETE LINTELS OVER ALL MASONRY OPENINGS NOT SHOWN TO HAVE A STRUCTURAL 5EAI't MINIMUM END BEARING - 4" REFER TO LINTEL SCHEDULE (MINIMUM CAPACITY OF 1000 PLF). 12. PROVIDE METAL CAVITY CAPS, 6" WIRE MESH, OR EQUAL PRODUCTS, INC, WERE REQUIRED TO RETAIN GROUT IN VERTICAL CELLS. 13. PROVIDE HORIZONTAL REINFORCEMENT AT EVERY OT14ER COURSE USING 120 TRUSS -MESH BY HOHMANN 1 BARNARD. V. CARPENTRY 1. DIMENSIONED LUMBER SHALL BE DRESSED 646, AND SHALL BEAR THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION. 2. ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP. 3. ALL STRUCTURAL BEAMS AND HEADERS SHALL BE SOUTHERN YELLOW PINE (SYPa NO. I GRADE OR BETTER WITH SINGLE MEMBER (UNFACTORED) STRESSES AS FOLLOWS: Fv ■ 90 PSI Fo ■ 915 PSI E - 1i6000M PSI IS% MAXIMUM MOISTURE CONTENT A. FRAMING LUMBER SHALL BE 02 SPRUCE -PINE -FIR OR BETTER B. INTERIOR NON -LOAD BEARING WALLS MAY BE UTILITY GRADE. 4. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED. 5. PRESSURE TREATED LUMBER SHALL BE PROVIDED IN ACCORDANCE WITH THE AMERICAN WOOD PROTECTION ASSOCIATION LATEST STANDARDS. 6. SHEATHING FOR ROOFS AND WALLS SHALL BE APA RATED (EXPOSURE U SHEATHING WITH EXTERIOR GLUE. ALL ROOF SHEATHING TO IS£ INSTALLED WITH PLYCLIPB. (MAXIMUM 24" O/C). THICKNESS TO BE MINIMUM 15/32" FOR SHINGLE ROOF AND 1/2" FOR TILE ROOF. 1. NAILING FOR PLYWOOD ROOFS AND WALL SHEATHING SHALL BE SD RING SHANK a 4" O.C. a PANEL EDGES, AND 6" O.C. INTERMEDIATE, FOR 1/2" SHEATHING OR LESS. NAILING FOR STRUCTURALLY APPROVED ARCHITECTURAL WALL PANELS (1/4"+) SHALL BE 60 COMMON a 4" O/C At PANEL EDGES, AND 6" O/C INTERMEDIATE. S. ALL FLOORING MATERIAL TO BE 3/4" T1G PLYWOOD, NAILED AND GLUED TO FLOOR JOISTS. FLOOR NAIL WITH 10d NAILS AT 3" O/C AT PANEL EDGES, 6" O/C IN THE FIELD. STAGGER NAILS AT 2" O/C AT BUTT ENDS OF PLYWOOD SHEATHING. 9. INSTALL BRIDGING IN ALL (2X) FLOOR OR ROOF JOISTS AT 8'-0" MAXIMUM. INSTALL BLOCKING IN ALL BEARING* WALLS AND PARTITIONS OVER V-0" e MID -HEIGHT. BRACE GABLE END WALLS At WO" O/C WHERE WALL FRAMING IS NOT CONTINUOUS FROM FOUNDATION TO ROOF, OR AS SHOWN ON DRAWINGS. 10. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE OF TIMBER CONSTRUCTION REQUIREMENTS. ALL NAILS EXPOSED TO THE EXTERIOR SHALL BE GALVANIZED. 11. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONGTIE CO, OR EQUIVALENT. SUBMIT CUT SHEETS FOR ALL CONNECTION HARDWARE TO CONTRACTOR FOR APPROVAL. ALL NAIL HOLES SHALL BE FILLED OR AS PRESCRIBED BY THE MANUFACTURER 12. PROVIDE A SINGLE PLATE AT THE BOTTOM AND DOUBLE PLATE AT THE TOP OF ALL LOAD BEARING STUD WALLS. STAGGER END JOINTS IN DOUBLE PLATES AT LEAST W-0" PER DETAIL. 2 X 4 SILL PLATES FOR BEARING WALLS SHALL BE BOLTED TO FOUNDATION AS PER BEARING WALL DETAIL. 13. LOAD BEARING STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL OPENINGS, AND AT STRUCTURALLY APPROVED ARCHITECTURAL WALL PANEL JOINTS. STUDS SHALL BE TRIPLED AT ALL CORNERS. 14. WOOD LINTELS OVER OPENINGS SHALL BE DOUBLED 2x12 14EADERS UNLESS NOTED OTHERWISE ON PLANS, WITH CONTINUOUS 1/2" PLYWOOD FILLER CUT TO FULL DEPTH OF BEAM BETWEEN 2x MEMBERS. 15. RAFTER SCHEDULE FOR CONVENTIONAL FRAMED AREAS UNLESS OTHERWISE NOTED. MAXIMUM MEMBER SIZE SPAN (SYP 01) 2 X 4 6FT. 2X6 SFT. 2 X 8 10 FT. 2 X 10 12 FT. 2 X 12 14 FT. NOTE 1: RAFTERS MUST BE BRACED LATERALLY BY A CONTINUOUS NAILING OF SHEATHING OR BRACED AT 24" 0/0, WITH MINIMUM IX4. NOTE 2. RAFTER SPACING NOT TO EXCEED 24" O/C. NOTE 3: RIDGE BOARDS TO BE ONE SIZE LARGER THAN RAFTER UNLESS OTHERWISE NOTED ON PLANS. NOTE 4: CONNECTOR SCHEDULE A. SIMPSON MTS20 (OR EQUAL) BETWEEN CAT BLOCKING AND ROOF TRUSSES. B. SIMPSON H5 (OR EQUAL) BETWEEN RAFTER TAILS TO CAT BLOCKING. C. SIMPSON H5 (OR EQUAL) BETWEEN THE RAFTERS AND RIDGE BOARD. D. SIMi'SON C620 AT ENDS OF RIDGE BOARD, OR SIMPSON JOIST HANGER WHERE APPLICABLE. VI. PRE-ENGINEERED WOOD TRUSSES I. THIS SECTION DEFINES PRE-ENGINEERED, PREFABRICATED, METAL PLATE CONNECTED WOOD ROOF AND FLOOR TRUSSES AS "WOOD TRUSSES". 2. TRUSS LAYOUTS SHOWN ON PLANS ARE SCHEMATIC ONLY. TRUSS MANUFACTURER AND/OR ENGINEER SHALL BE RESPONSIBLE FOR THE DESIGN AND SPACING OF ALL TRUSSES AND SHALL SUBMIT SHOP DRAWINGS TO THE BUILDER FOR APPROVAL. 3. TI-E WOOD TRUSS MANUFACTURER MUST PARTICIPATE IN A CODE APPROVED THIRD PARTY QUALITY ASSURANCE PROGRAM SUCH AS THE TRUSS PLATE INSTITUTE'S "QUALITY CONTROL INSPECTION PROGRAM" OR EQUIVALENT. 4. WOOD TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR ALL LOADS SHOWN ON THE CONTRACT DOCUMENTS INCLUDING: LIVE, DEAD, AND CONCENTRATED LOADS, PLUS WIND LOADS. 5. REFER TO THE FLOOR PLAN AND OTHER STRUCTURAL DETAIL SHEETS FOR IMPORTANT INFORMATION NOT SPECIFICALLY ADDRESSED BY THE TRUSS FRAMING LAYOUT SUCH AS BEARING WALL HEIGHTS AND CEILING VAULT DETAILS. 6. WOOD TRUSS DESIGN SHOP DRAWINGS SHALL INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING INFORMATION: as SPAN LENGTH, OVERHANG AND SAVE DIMENSIONS, SLOPE AND SPACING OF THE WOOD TRUSSES. b-) ALL DESIGN LOADS AND THEIR POINTS OF APPLICATION, VALLEY AND CONVENTIONAL FRAMING MUST BE CONSIDERED. c.) ADJUSTMENTS TO ALLOWABLE VALUES. d.) REACTIVATE FORCES AND THEIR LOCATIONS. ea BEARING TYPE AND MINIMUM BEARING LENGTH. 0 DEFLECTIONS. S.) METAL CONNECTOR PLATE TYPE, GAUGE, SIZE, AND LOCATION. ha LUMBER SIZE, SPECIES, GRADE AND MOISTURE CONTENT. 1a LOCATION AND CONNECTION DESIGN OF REQUIRED CONTINUOUS LATERAL BRACING. J.) NET UPLIFT LOADS BASED ON ACTUAL BUILDING DEAD LOAD. k) WEB REINFORCEMENT DETAILS FOR GABLE END TRUSSES. IJ VALLEY SETS FOR OVER -BUILD CONDITIONS. 1. LIMIT DEFLECTIONS FOR LIVE LOAD TO SPAN/360 (ROOF), SPAN/480 (FLOOR), AND LIMIT TOTAL LOAD DEFLECTIONS TO SPAN/240 (ROOF), SPAN/360 (FLOOR) UNLESS SPECIFICALLY NOTED OTHERWISE. S. FIRE RETARDANT WOOD IS NOT ALLOWABLE FOR USE AS TRUSS CHORDS OR WEBS. 9 WOOD TRUSSES SHALL BE DESIGNED SO THAT MINIMAL HORIZONTAL REACTIONS ARE IMPOSED ON THE SUPPORTING STRUCTURE UNDER VERTICAL LOADS. NO SLIP CONNECTIONS ARE ALLOWED UNLESS OTHERWISE NOTED. CONTACT CONTRACTOR AS REQUIRED. 10. WOOD TRUSSES MUST BE CHECKED FOR WIND. WIND VELOCITY, DESIGN VELOCITY PRESSURES, AND MEAN ROOF HEIGHT MUST ISE SHOWN ON THE SUBMITTED SHOP DRAWINGS. II. CONTINUOUS BOTTOM CHORD LATERAL BRACING 18 REQUIRED AT A MINIMUM SPACING OF 10' O.C. UNLESS NOTED OTHERWISE. BOTTOM CHORD BRACING IS CONTINUOUS FROM ONE END OF THE BUILDING TO THE OTHER END. OVERLAP CONTINUOUS BRACING At LEAST ONE TRUSS SPACE. USE A MINIMUM OF 2 X 4 (ROOF), 2X6 (FLOOR) GRADE MARKED LUMBER AT LEAST 10' LONG, WITH 2-16d NAILS At INTERMEDIATE AND 3-16d NAILS AT END CONNECTIONS. 12. CROSS BRACING 18 REQUIRED AT MINIMUM 10' O.C. UNLESS NOTED OTHERWISE. LOCATE CROSS BRACING AT OR NEAR THE BOTTOM CHORD BRACING. INSTALL CROSS BRACING AT EAC -I END AND AT 20O.C. ALONG THE LENGTH OF T14E LATERAL BRACING. CROSS BRACING IS ACCOMPLISHED BY ATTACHING DIAGONAL WEB BRACNG TO OPPOSITE SIDES OF THE SAME GROUP OF SIMILAR WEB MEMBERS. SLOPE CROSS BRACING IN OPPOSITE DIRECTIONS AT APPROXIMATELY 45 DEGREES FORMING A CROSS "X". USE A MINIMUM( OF 2X4 GRADE MARKED LUMBER WITH AT LEAST 3-16d NAILS AT EACH CONNECTION. 13. TRUSS ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY BRACING OF TRUSS SYSTEM DURING CONSTRUCTION. 14. HANDLING, INSTALLATION, AND BRACING OF WOOD TRUSSES SHALL BE IN ACCORDANCE WITH "HUB-91", PUBLISHED BY THE TRUSS PLATE INSTITUTE. 15. ALL WOOD TRUSSES SHALL BE FASTENED TO THEIR SUPPORTS WITH APPROVED 14URRICANE ANCHORS, RATED TO CARRY UPLIFT LOADS SPECIFIED BY TRU88 MANUFACTURER 16. ALL CONNECTION HARDWARE SHALL BE GALVANIZED AND SUPPLIED BY SIMPSON STRONG* -TIE, OR APPROVED EQUIVALENT MANUFACTURER ALL NAIL HOLES SHOULD BE FILLED, OR AS PRESCRIBED BY T14E MANUFACTURER 11. TRUSSES ARE TO BE DESIGNED TO ALLOW FOR THE PROPER ROUTING OF A/C DUCT WORK AND PLUMBING. CHASES SHALL NOT BE BLOCKED BY WOOD TRUSSES. 18. PILING OF PLYWOOD ON WOOD TRUSSER IS NOT ALLOWED. 19. INSTALLATION OF BROKEN, DAMAGED, WARPED, OR IMPROPERLY REPAIRED WOOD TRUSSES IS NOT ALLOWED. 20. IMPROPER OR UNAUTHORIZED FIELD ALTERATIONS OF WOOD TRUSSES IS NOT ALLOWED. 21. GABLE ENDWALL TRUSSES 1'IUIST TRANSFER LATERAL LOADS TO THE SHEAR WALLS AND/OR THE RDOF DIAPHRAGM. 22. WOOD TRUSSES THAT DO NOT MEET INTERIOR LOAD BEARING WALLS MUST BE SHIMMED. DO NOT PULL WOOD TRUSSES DOWN TO INTERIOR BEARINGS. 23. SUBMITTAL$: ALL 15I,113MITTALS SHALL BEAR THE EMBOSSED SEAL OF A LICENSED STRUCTURAL ENGINEER IN THE STATE OF FLORIDA AND SMALL BE SUBMITTED TO CONTRACTOR FOR REVIEW PRIOR TO WOOD TRUSS FABRICATION. as SUBMIT SEALED WOOD TRUSS DESIGN CALCULATIONS AND PROFILES FOR EACH TYPE OF TRJS8 WITH PERMANENT BRIDGING REQUIREMENTS. bJ SUBMIT WOOD TRUSS ERECTION PLAN, INCLUDING CONNECTION DETAILS AND UPLIFT ANCHORS. ca SUBMIT WOOD TRUSS TEMPORARY ERECTION BRACING PLAN. des MAINTAIN COPY OF SUBMITTAL ON JOBSITE. PROTECTION AGAINST TERMITES R318J Termits Protactton. Termite protection shall be provided by registered temiticides, Including soil applied pesticides, batting systems and pestlotdas applied to wood, or other approved methods of termite protection labeled for use as a prevenative treatment to now construction. Sss Section 202, Registered termittctde. Upon completion of the application of the to protective treatment, a Certlflcate of Compliance shall be Issued to the building department by the Ilcansed pest control company that contains the following statement: trh@ building has received a complete treatment for the prevention of subterranean termites. Treatment is In accordance with rules and laws established bg the Florida Department of Agriculture and Consume ServlcaA. R318.1.1 If soil treatment is used for subterranean termite prevention, the initial chemical soil treatment Inside the foundation perimeter shall be done after all excavation, badafilling and compaction Is completes R318.12 If soil treatment is used for subterranean termits prevention, soil area disturbed after initial chemical soil treatment shall be retreated with a chemical soil treatment, including spaces boxed or formed. R318.13 If soil treatment is used for subterranean tormite prevention, space In concrete floors boxed out or formed for the subsequent installation of plumbing traps, dralns or any other purpose shell be created b9 using plastic or metal permanently placed forms of sufficient depth to eliminate any planned soil disturbance after Initial chemical soil treatment. R318.1.4 If soil treatment Ie used for subterranean termite prevanion, chemically treated soil shall be protected with a minimum 6 mil vapor retarder to protect against rainfall diluttor. If rainfall occurs before vapor retarder placement, retreatment is required. Any worm, including placement of reinforcing steel, dons after d anlcal treatment until the core vte floor Is poured, shell be dons in such manner ae to avoid penstratme or disturbing treated soli R318.15 If soil treatment Is used for subterranean termite prevention, concrete overpour or mortar accumulated along the exterior foundation perimeter shall be removed prior to exterior chemical soil treatment, to enhance vertical penetration of the chemicals. R318.16 If soil treatment is used for subterranean termite prevention, do. Ica I soil treatmens shell also be applied under all exterior concrete or grade within 1 foot (305 mm) of the primary structure stalmalhs. Also, a vertical chemical barrier shall be applied promptly after construction is completed, including initial landscaping and Irrigation/sprinkler installation. Ang soil disturbed after the chemical vertical barrier is applied shell be promptly retreated. R318.11 If a registered temitiolde formulated and registered as a bait system is used for subterranean termite prevention, Sections R318.0 through R310.1.6 do not applyt however, a slgned contract aesur►ng the installation, maintenance and monitoring of the baiting systs i for a minimum of 5 years from the lsew of the Certificate of Occupanoy shell be provided to the building official prior to the pouring of the slab, and the system must be Installed prior to final building approval. If the baiting system directions for use require a monitoring phase prior to installation of the pesticide active ingredient, the Installation of the monitoring phase components shell be deemed to constitute installation of the system. R318.1.8 If a registered temlticide formulated and registered as a wood treatment Is used for subterranean termite prevention, Sections 11019U through R318JA do not apply. Application of the wood treatment termlticide shall be as required b9 label directions for use, and must be completed prior to final building approval. R3182 Penetration. Protective sleeves around piping penetrating concrete slab -on -grads floors shall not be of celluloae-contalning materials and, if soil treatment is used for subterranean termite protection, the sleeve shell have a maximum wall thickness of 0010 inch (025 mm) and be sealed within the slab using non -corrosive clamping device to eliminate the amular space between pipe and the sleava. No temiticides shell be applied melds the sleeve. R3183 Cleaning. Calls and cavities In masonry units and air gaps between brick, storm or masonry verses and the structure shall be cleared of all non-presevative treated or non -naturally durable wood, or other cellulose -containing material prior to concrate Placement. Exception: Inorganic material manufactured for closing cells in foundation concrete masonry unit construction or clean earth rill placed in concrete masonry unit voids below slab level before termite treatment Is performed. FaIDA Concrete bearing ledge,15rtoK stone or other veneer shall be supported b9 a concrete bearing ledge at least equal to the total thickness of the brick store or other venoar which Is poured Integrally with the concrete foundation. No supplemental concrete foundation pours which will create a hidden cold Joint shell be used without supplemental treatment in the foundation unless there is an approved physlcal barrier. An approved phpical barrier shell also be Installed from below the wall sill plate or first block course horizontally to embed in a mortar Joint. If masonry verse extends below grads, a termite protective treatment must be applied to the cavky created between the veneer and the foundation, in lieu of a phyelcal barrier. Exception: Vereer supported by a structural member escavol to the foundation stdawall In accordancom with ACI530/ASCE 5/TMS 402, provided at least a 6 Inch (152 mm) clear inspection space of the foundation sidewall exterior exist between the verse and the top of any soil, sod, mulch or other organic landscaping component, deck apron, porch walk or ang other work Immediately adjacent to or adjoining the structure. R318J5 Protection against decay and term►tas. Condansate lines, IrrigatloWspriricler system rises for spray heads, and roof downspouts shall discharge at least I foot (305 mm) away from the structure sidamall, whether b9 underground piping, tail sxtewlom or splash blocks. Gutters with downspouts are required on all buildings with saves of Isms than 6 Inches (02 mm) horizontal proJsotion except for gable and rakes or on a roof above another roof. R318b Preparation of building *Ito and removal of debris. R3186.1 All building sites shall be graded to provide drainage under all portions of the building not occupied by basements. R31862 The foundation and the area encompassed within 1 foot (305 mm) therein shall have all vegetation, stumps, dead roots, cardboard, trash and foreign material removed and the fill material shall be free of vegetation and foreign material. The fill shell be compacted to assure adequate support of the foundation. R31663 Artier all work is completed, loose wood and debris shall be completely removed from under the building and within I foot (305 mm) thereof. All wood forms and supports shall be completely removed This Includes, but Is not limited to: wooden grade stales, forms, contraction spacers, tub trap boxes, plumbing supports, bracing, shoring, fors or other cellulose -containing material placed in any location where such materials are not clearly visible and readlly removable prior to completion of the work Wood shall not be stored in contact with the ground under any building. TYPICAL NAILING% SCHEDULE Ledger strip 16d common 3 at each joist Sol@ plate to joist or 16d common I6' Of- blocifti, face nail Top of sole plate to stud, 16d common 2 and nailed Stud to sob plate, toe nail Sd common 4 Doubled studs, face nail Wd common 24' OC. Dom6led top plates, face 10d common 16' along each tall edge Conthim Hieader to 8d common 3 stud, toe nail DO sheathing or less to Sd common 2 each bearing, face nail Over NO sheathing to ad common 3 each bearing, face nail BuIld-Lp comer studs *d common 24' OC. Build-up grlders and 20d common 32' O:C. at top beams IV to three mmembim and bottom and staggered 2 ends at each splice IA' Gypsum Sheathing 11 ga 14,2' 41O.C, at edges 1/16' head 8' = at other bear . 5/8" Gypsum sheathing II ga 1-3/4' 410C. at edges 1/I6' head 8' o,c, at other bear . Gypsum Wallboard 1/1' 1-3W dWII nail 11O.C. on callings 8"OC. on walls 5/8' 1-1/2' drywall nail 11OC. an ceilings $Via on walls Hardboard Lap Siding, Sd corrosion resistant 16, OC. at top Direct to Studs with minimum shank and bottom edges dia. of 00M Irah and minimum head dia. of 0240 kich Hardboard Lap Siding, 10d corrosion resistant Ib" OC. at top over sheathing with minimum shank and bottom edges dia. of 00990 Inch and minimum head dia. of 0240 Inch Hardboard Panel sldkmg, bd corrosion resistant 6:r,' O.C. at edges Direct to Suds with minlmmm shank 121 OC. at d1a. of 00NO inch hartilediate and minimum head supports dia. of 0225 inch Hardboard Panel siding, Sd corrosion resistant 6M' OC at edges Over to Slwthing minimum with shank 121 OC. at dia. of 00WO inch Intermediate and mtnWw head supports dia. of 0225 Inch ALL MANUFACTURED PRODUCTS SUCH AS ROOFING, WINDOWS, DOORS, ETC. ARE SHOWN HEREIN FOR ILLUSTRATION PURPOSES ONLY. THE INFORMATION SHOWN IS THE RESPONSIBILITY OF THE MANUFACTURER THE MANUFACTURER IS RESPONSIBLE FOR THE VALIDITY OF THE COMPONENTS PROVIDED. ATTACHMENT INFORMATION GIVEN BY THE MANUFACTURER IS PROVIDED HEREIN. CONTRACTOR AS PROJECT COORDINATOR 814ALL BE RESPONSIBLE FOR INSURING THAT THE APPROPRIATE PRODUCT/COMPONENT IS USED AND THAT IT HAS BEEN INSTALLED PER MANUFACTURER'S SPECIFICATIONS SUCH THAT IT WILL WITHSTAND THE COMPONENTS ,AND CLADDING PRESSURES REQUIRED BY THE SEALED PLANS. PRE -CAST AND PRE -STRESSED CONCRETE COMPONENTS SHALL BE USED AND INSTALLED PER MANUFACTURER'S 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. ENGINEER OF RECORD MUST APPROVE IN WRITING ANY CHANGE IN LINTEL MANUFACTURER ALL OTHER STRUCTURAL 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 BEEN PROVIDED FOR REVIEW. CONTRACTOR AS PROJECT COORDINATOR SHALL BE RESPONSIBLE FOR INSURING INFORMATION REQUESTED ABOVE HAS BEEN SUBMITTED TO ENGINEER OF RECORD IN A TIMELY MANNER WHEN 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 C926 CONNECTOR PRODUCT APPROV&5 APPICATION SIMPSM OMWTOR FL APPROVAL No. CZ, EGG, PG, EPG FL 10&60 GAP5 AND BA5E5 ABU FL 10&4ri HU, HUG FL 10655 H6T, MBHA FL 10866 HD, HDQB, HHDQ FL 10441 GONGRETE / MASONRY GONNEGTOR5 DETAL, F6TR, HETA, HHETA, HM, HT5M, H6AM, H6UM, L6UM, LTA, META, FL 11473 M5TAM, M5TGM, MT5M H6A10, L&T, M6T, M5TG, V6T FL 11410 HTT, LTT FL 114g6 LRU, L5W, 1_511,1, THA FL 10441 HHU5, WWI-, HSUR, HU, HUG, 11.6 T, LU, 11U5, MU,5UL, BUR, U FL 10531 / FL 10655 H6U, H6UQ, Ha6, HH61J, HHUS, RXQ, 14U5, LGU, LU5, M6U, M5GPT, THA, TH65, FL 10531 / FL 11468 HAN6ER5 W50, TH6H, THJ U B, BA, H6, LBV FL 10661 E6, 66, 6L5, 6L5T, 6LT, 61-TV, H66, H6L5, H6LT, H6LTV, HHB, HHBD, HIT, HK HHI, HM, IT5,I7 ME6, MIT, MSG, H, HI, HNR FL 10667 WNPU, HP, UPI, WPU, A, Fr,, 6A, H, H6A, HH, L, L5, LPT, Z FL 10446 STRAPS AND TIES 05P, FTA, H, H6T, HT5, LFTA, LT5, MT5, RSP R5T, 5P, 5PH, 55P FL 10456 GM5T, 05, FHA, H5T, 1_5TA, L5TI, M5T, M5TA, M5TG, M5TI, 5T FL 108,52 WIND LOADS Florida Building Code 5th Edition (2014) AND ASCE 7-10 METHODS ULTIMATE WIND SPEED (MPH) 150 EXPOSURE CATEGORY C BUILDING RISK CATEGORY III ROOF SLOPE Roof > 7 to 27 degrees INTERNAL PRESSURE COEFFICIENT ENCLOSED 0.18 TOPOGRAPHICAL FACTOR FLAT 1.0 MAXIMUM BUILDING HEIGHT 30 FT 3�2 312�3 13 I I I a 1 1 rCDr__ i r� r� a a 3 �- -I- 2 -1- 3 3 --4 2 3 W G� I S I \ O O WIDTH EDGE STRIPSPS (a) 10 FT OPENING PROTECTION REQUIRED COMPONENT & CLADDING DESIGN PRESSURE (PSF) ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONE 5 Area of C&C (SF) Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative 10 32.6 -51.8 32.6 -90.3 32.6 -133.6 56.7 -61.5 56.7 -75.9 20 29.8 -50.4 29.8 -83.0 29.8 -124.9 54.2 -58.9 54.2 -70.7 50 25.9 -48.4 25.9 -73.5 25.9 -113.4 50.7 -55.6 50.7 -64.0 100 23.1 -47.0 23.1 -66.2 23.1 -104.7 48.2 -52.9 48.2 -58.9 WINDOWS AND DOORS DESIGN PRESSURE (PSF) BASED ON Vasd ZONE 1 ZONE 2 ZONE 3 ZONE 4 ZONES Area (SF) or description Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative 10 19.6 -31.1 19.6 -54.2 19.6 -80.1 34.0 -36.9 34.0 -45.5 20 17.9 -30.2 17.9 -49.8 17.9 -74.9 32.5 -35.4 32.5 -42.4 50 16.0 -29.1 16.0 -44.1 16.0 -68.0 30.4 -33.3 30.4 -38.4 100 16.0 -28.2 16.0 -39.7 16.0 -62.8 28.9 -31.8 28.9 �ZW Zak �Zs z z �m� O `08 U) g < W >LLJ cr Q x� iU.1 ; a r O > CZ CC 0 O 0 C: Cz LL W''^^� p _ CZ > Q. (n fn IV BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM PROJ MGR: LCC DRAWN: LCC CHECKED: STRUCTURAL NOTES AND DETAILS SD1 A 502 #5 V IN CELL POURED SOLID SEE FLOOR PLAN E -#5� II II II II HORIZONTAL REINFORCEMENT AT EVERY OTHER COURSE I' IIUSING 120 TRUSS -MESH BY HOHMANN t BARNARD. I� �I ri II II II II I li II TYP I GAL MASONRY SHEAR WALL NOT TO SCALE Aorta DETAILING DIMENSION V L 4d b OR 2VMIN DETAILING DIMEN5ION 1 c � BAR SIZE 1800 HOOK 5100 HOOK Aorta 0 Aor6 0 #3 5„ 3:� 2 1/411 2 1/4" # Q 6„ 411 311 p 31: #5 -711 5" 3 3/4" 10" 3 3/4" #6 8�� 6" 41/2" 12" 41/2" #-7 10" -7" 5 1/4" 14" 5 1/4" #Pj 11 " 8:1 (oil 1611 (oil #q 15" II 3/4" cl 1/2" Ici" cl 1/2" #1O 1��� 13 " I/4 10 3/4" 22" 10 3/4" }-E STANDARD HOOK SD2 NOT TO SCALE AAAG/lAlO'/ WAI I GK MOLDING DOOR JAMB 3/16 X 3" MASONRY 5GREW5 16" O.G. W/ 1 1/4" EMBEDMENT MIM5 DOOR JAMB DETAIL - MASONRY NOT TO 50ALE K.O. OR U-BLOCK TIE BEAM W/ (1)-#5 BAR HORIZ. GONT. o UPPER d LOWER T.O.M. #5 BENT BAR 25" EA. WAY INTO HORIZ. TIE BEAM 4 VERTICAL REINF. CELL UPPER T.O.M. PER PLAN LOWER T.O.M. _ PLAN #5 BAR VERT. REINF. IN FILLED CELL rE3 STEPPED MASONRY TIE BEAM PRECAST GONG. LINTEL W/ SEE SCHEDULE SD2 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. .E SD2 SEALENT BEAD 5EALENT BEAD NOTES: —REMOVE ALL PROTRUSIONS EXTENDING 1/2" OR MORE INTO GELL5 OR GAVITIE5TO BE GROUTED. — 5PACE5 TO BE GROUTED SHALL BE FREE OF MORTAR DROPPIN65, DEBRI5, L005E AGGREGATES, 8 ANY MATERIAL DELETERIOUS TO MASONRY &ROUT. TYP. VERT. FILLED GELL MASONRY REINF. DETAIL NOT TO SCALE e s • ' -5EALENT BEAD _PRESSURE TREATED BUGK5TRIP (MIN 2 1/5" AS SHOWN) SHIM AS SHOWN WINDOW FASTENER (SEE WDW INSTALLATION DETAIL) 5EALENT BEAD WINDOW SILL PRE-GA5T CONCRETE SILL SILL HEADER DETAIL MASONRY OPEN I NOS NOT TO SCALE 4-1(od GOM I6d GOM. 16" OG 2-bd GOM. DOUBLE TOP PLATE DOUBLE STUD '7T BOTT. 'LATE 2-&d COM. rT DOUBLE END STUD 5D NOT TO SCALE (1) #5 BAR HORIZ. IN GROUTED P.G. LINTEL 4 MIN. BEARING EA. END NOTE 2 BELOW) (1) #5 BAR VERT REINF. IN FILLED CELL NOTE: I. EACH JAMB OPENING TO BE REINFORCED W/ (1) #5 BAR VERT. IN GONG. FILLED CELL 2. PRECAST LINTEL FOR OPENING GREATER THAN OR EQUAL TO 6-0" TO HAVE #5 BENT BARS INTO JAMBS AS SHOWN 3. PRECAST LINTELS SHALL BE "CAST CRETE" OR EQUAL. TYP I GAL PREGAST LINTEL NOT TO 50ALE T&. REINF. (TYPJ II 11 FOOTING (SEE 5HT. #2) II I FOR 51ZE 4 TYPE) `#5 CORNER BAR5 \"/ERTIGAL FILLED CELL REINF. DOWEL AT CORNERS CONTINUITY OF REINF. IN FOOTINOS 5D2 NOT TO SCALE 2"x 4" COLUMNS W/ (1) ROW OF 5TA56ERED I6d COMMON WIRE NAILS (D = 0.162", L = 3 1/2"9 D SD2 2"x 6" OR 2"x W COLUMNS W/ (2) ROW5 OF 5TA5&ERED Ibd COMMON WIRE NAILS (D = 0.162", L = 3 1/2") NOTES: I. ADJACENT NAILS ARE DRIVEN FROM OPPOSITE 4. FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SIDES OF THE COLUMN 5GREW5 OR EQUAL (SPACE A5 5HOWN FOR 3-PLY) 2. ALL NAIL5 PENETRATE AT LEAST 3/4 OF THE THICKNE55 OF THE LAST LAMINATION 5. FOR 5-PLY, PROVIDE 1/4" DIA. x -f" LAG 5GREW5 OR EQUAL (SPACE AS 5HOWN FOR 3. FOR 3-PLY, COLUMN SHALL BE NAILED AS 3-PLY) 5HOWN FROM EACH 51DE (ONE INTO EACH OUTSIDE FACE OF B.U.G., SAME NUMBER OF 6. REFER TO NOS SECTION 15.3 FOR ADDITIONAL ROW5, SAME 5PAGIN&) INFORMATION TYPIGAL STUD COLUMN AND JACK NAILING NOT TO SCALE DOUBLE ^`-pir-2-16d GOM. TOP PLATE i PT BOTT. PLATE END STUD INT. �JD NOT TO SCALE 4-IOd COMMON IOd COMMON ® lb" OG ND BEAM 'U-BLOCK" (TYP) a AP VERT. FILLED CELL REINF. DOWEL W/ BOND BEAM REINF. IrI. ' BOND BEAM REINF. 0. ♦�L'�J - .r'. FILLED CELL NO BEAM AT CORNER 5 CORNER BAR TYPICAL FOR KNOCK -OUT BL . 4 FORM AND POUR TIE BEAM5 GONT I NU I TY OF T I E BEAM REINF. AT GORNERS DETAILS NOT TO SCALE MIN. 6" EMBEDMENT W/ 2" 50. x 5/16" WASH. (4 PER SIDE) $ AT 24" O.G. AT TOP 2x6 PT WOOD JAMB GARAGE DOOR CONSTR. A5 PER GARAGE DOOR MANUF'S SPECIFICATIONS OARAOE DOOR DETAIL SD2 / NOT TO SCALE DOUBLE TOP PLATE BLOGKIN& TYP. FOR ALL INT. PARTITION WALLS AS WELL GOF 3-10d COMMON EA. SIDE OF JOINT STUDS ® 16" OG Q TOP PLATE FASTENERS SD NOT TO SCALE FLOOR TRU55 STRAPPING PER FRAMING PLAN 2x STUDS AT 16" O.G. H ROW 0 � IBLOG�Ip UJIL '''LE55 -OR- (2) ROWS OF 2x BLOCKING SEE FLOOR PLAN FOF*5ik0 0j1--T@*X)13 WALL HT ® V-6" 4 HIGHER. BRO. FRAME HALL SECT (NO UPLIFT). T M " Z MNIIW _C mo N O Z A Na o. Zo O Z � s . rq i+ of v .'� m 2 o o fn c g Zva <o z �° Am= O o W = W z W W `gi F w sj 1 g .O wo a U 3�= wm W i= N y Lu , — LL LU o '- LL � lL C Q W N J 2 O FJ m a r p Z O a c c W W 3 =�oc F-w ino � ®�e®��111111/l//f Uj ®, J ® :tag re" Q� -► �e' 0 ac` Q • ®\ Ir IlIII11\ Zakm_ 02 cl) � z 0 90� >LU LU a� 5 H Q = LU co N' 0 ca a s� V � c 0 X U.LZ O 0 cz U) 0 '. CQ i Q_ V ♦ Cl) N t NNV44 2 BSB DESIGN www,bsbdesign,com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM PftOJ MGR: LCC DRAWN: LCC CHECKED: STRUCTURAL NOTES AND DETAILS SD2 E. SD3, GMU HALL ABOVE AS PER TYPICAL HALL SECTIONS PRE-GAST LINTEL 001-14 ATTACH 2X PT BUCK TO MASONRY OPENING H/ 3/I6" TAPCON5 lb" O.G. AND 4" FROM END H/ 1 1/4" PENETRATION. INSTALL DOOR TO BUCK PER MANUFACTURER'S SPECS. 3/4" RECESS IN SLAB EXTERIOR DOOR BUCK DETAIL NOT TO SCALE PROVIDE 1/&" SPAGING AT PANEL EDGE5 15/32" GDX PLYWOOD SHEATHING PROVIDE 2x4 BLOGKING @ ALL SHEATHING SEAMS, 45" BACK OF GABLE END. NAIL SEAM W/ IOd RING SHANK NAILS @ 4"o.c. EA. 51DE OF SEAM 2x WOOD FASCIA SEE TYPICAL HALL SECTION NAILED W/ 2-16d NAILS @ EACH TRU55 1/I6"5PAGE AT PANEL EN05 TIE BEAM OR PRE-GAST LINTEL PER PLAN -FULL WIDTH IX (3/4") PT TYP. NOTE` ATTACH PT BUCK 4 WINDOW FRAME TO MASONRY H/ 3/I6" TAPGON5 16" O.G 4 4" FROM ENDS H/ 1 1/4" PENETRATION. MANUFACTURE'S SPECS FOR TAPGON SPACING 5UPERGEDE GENERIG SPECS. WIND RES 15TANT PRE-ENGINEERED SILL INSTALLED PER MANUFACTURE'S SPECIFICATIONS. REFER TO WINDOW PRODUCT APPROVAL SHEET FOR INSTALLATION INFORMATION BY MANUFACTURER .A. SD3 EXTERIOR NINDON BUCK DETAIL PREFABRICATED HOOD TRUSSES 24" ON CENTER - SEE ROOF PLAN HORIZONTAL 'RAT RUNS' IOd RING SHANK NAILS AT b "o.c. AT PANEL EDGE AND INTERMEDIATE SUPPORT 4" o.c. @ GABLE EN05 FIRST 48" BACK $ FASCIA D TYPICAL ROOF SHEATH I NC NAIL PATTERN 503 NOT TO SCALE "L" BRACE TO EXTEND AT LEAST cIO% OF WEB LENGTH (5EE TABLE) STUD 5PAGING "L" BRACE NONE (1) 2"x4" (2) 2"x4" (2) 2"xb" 16" 0'-0"-4'-5" 4'-5"-51-0" 81-0"-12-0" 12'-0"-I6-0" 24" 01-0"-4'-0" 1 4'-0"-7'-0" 7'-0"-10'-0" 10'-0"-14'-0" C CABLE END "L" BRAG I NC NOTES SD3 IOd X 1-1/2" NAILS @ 3 O.G. 5TAGG. (TYP) CLIP EDGE OF 5HEATHING AS NEEDED FOR ROTATED P051TION BLOCKING PANEL DETAIL N.T.S. &d NAIL5 @ 3" O.G. INTO EACH BLOGKING PANEL ROOF SHEATHING - AS PER 5EGTIONS FASTEN EACH BLOGk GMY HALL W/ 51 MP50N CLIP H/ (6) I Od X I LONG NAILS AT HOOD (3) 1/4"X2-1/4" L TAPGON5 AT GMU V TRU55 CONNECTOR PER TRU55 LAYOUTS 2x4 @ TOP 7/I6" MIN. PLYWOOD OR 05B 5HEATHING 2X4 P.T. @ BOTTOM TWO (2) ,5d TOENAILS 2X4 LOGKING TO TRUSS HORDS (TYP) ROOF TRU55 A5 PER PLANS DD BLOCKING PANEL ETHEEN TRU55E5 @ 4'-0" .G. SEE DETAIL ABOVE �;)R BLOGKING PANEL ON5TRUGTI ON �50NRY WALL AS rrR 5EGTIONS EXTERIOR WALL DETAIL AT Y ROOF TRUSS BEARING 5D3 N.T.S. SHEATHING AS PER SPECIFICATIONS FASG I A AS PER _f:5 ARCHITECTURAL DRAHING5 2"x5" BLOCKING @ MID ELEVATION 2"x8" @ 12" O.G. 1/2" 055 H/ &D NAILS @ PRE-ENGINEERED TRU55 AT 2'-0" O.G. iEE TRU55 LAYOUT -51MP50N 5P2 51MP50N LTTIcl @ EA END SIMPSON 5PI 4" O.G. AT EDGES AND - - - 4" INTERM. FT11a I/2"(P 8" ANCHOR FIx BOLT @ 32" O.G. KNOGK-OUT BLOCK W/ #54P POURED SOLID FRAM I NC ABOVE TIE BEAM BEARING i-I GMU CABLE END NALL WFLAT GE I L I NC SD3 NOT TO SCALE ROOF SHEATHING NAILS AS SPECIFIED (SEE NOTES/DETAILS) —� 2x6 BEVEL CUT SYP #2 S—DRY LEDGERS @ EA. HIP —SET TRUSS, ATTACH TO TOP CHORD W/ 10d NAILS @ 6" O,C, STAGGERED NOTE 1: IF LEDGERS ARE INSTALLED AFTER ROOF SHEATHING IS ATTACHED TO TRUSSES, FASTEN TOP OF BEVELED LEDGER TO ROOF SHEATHING WITH FULL BEAD OF CONSTRUCTION ADHESIVE. OPTIONAL ADHESIVE. SEE NOTE 1. ROOF SHEATHING HIP —SET ROOF TRUSSES @ 24" O.C. ROOF SHEATHING SUPPORT LEDGER DETAIL AT HIP -SET TRUSSES N.T.S. SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CORD BLOCK 15T 4 ROWS OF TRUSSES 4 SHEATHING EDGES 1/2" PLYWOOD �2"x4" BLOCKING . 2" 5U5FAGIA DROPPED GABLED END: 2"X4" @24" O.G. DROPPED GABLyyE��TyyRUUTT5��5 SEE "L" �'I PL11'WOOD H/ 100 NAILS @ 4" O.G. AT EDGE5 AND 10" PRE-ENGINEERED TRU55 AT 2'-0" O.G. ALTERNATE 51MP50N L5TA15 5TRAIG-H STRAP @ 4'-0" O.G. ALIGNED H/ GABLE HEB ATTACH TO TRU55 H/1-I0d x I 1/2 AND TO MASONRY H/ (3) 3/16"x 2 1/4" TAPGON5 IMP H2.5 SEGTION AT CABLE END OVER GMU NALL 2 "x4" BLOGKI NG @ "L" BRACE ATTACHED W/ IOd NAILS @ 4" O/G TYPICAL GABLE TRU DOUBLE "L" BRAG I NO DETAIL SECTION NOT TO SCALE �05 2"x4" GRO55 BRACE @ RIDGE FASTENED AT EA JOINT H/ (2) IOdx3" 211x4" BLOGKING @4&" O.G. FOR THE FIRST (4) ROHS OF TRUSSES FROM EA END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS SIMPSON HGAIO OR EQUIV. INSIDE OR LPT4 OR EQUIV. OUTSIDE AT 45" O.G. 3 PER TRU55 (MIN) 2"xb" P.T. SILL H/ 1/2" A.B. @ 4&" O.G. KNOGK-OUT BLOCK H/ #5 0 POURED 50L I D 2"x4" BLOCKING @ 4&" O/C "L" BRACE ATTACHED W/ IOd NAILS @ 4" O/C TYPICAL GABLE TRU55 HEB J S 1 NOLE "L" BRAG I NC DETAIL SEGTION 2 NOT TO SCALE �03 LA In w W m O �, V I O O dd � Off [ N S 2 y fn ao i o LL Zw= o W � a LU 0; � � 000 LU g Z .26 w z a t Ll- 21 >= Z WNa o LL Ir O s wWJ Z �Z marWEB �6di 00 rn cj CO Q— d= ° W W _j �; Q � U_ ® °a J =N Z u a cf) z � 0 9®< W Q w OSi o�N cn cn O ca s �" U 0 tCS _O � CC W 0. cz L > (n Cn ^CL N BSB DESIGN www,bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 8132654808 JOB NO: AM PROJ MGR: LCC DRAWN: LCC CHECKED: STRUCTURAL NOTES AND DETAILS SD3 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 OF "SMACNA" DUCT CONSTRUCTION STANDARDS. FABRICATE DUCTWORK TO THE 2" W.G. PRESSURE CLASS AND SEAL TO SEAL CLASS C. DUCTWORK, AIR DEVICES, AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING OR CEILING SUSPENSION SYSTEM. AIR DEVICES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE FROM AT LEAST TWO POINTS. COORDINATE LOCATION OF AIR DEVICES WITH ALL OTHER TRADES. -- DG1 7I�i 1;ll�ull!t;nliiilil - DG1 200 "4-inW 100 24X24 24X24 —DG-4 eon SI= Covered ittin i1� 1 I i 1301 SF I Ii -----------—�--- ®- 1I E—� ---� EAD1 (a 20 20011141 -- 8X8 i !, r 8X8 HVAC SYMBOL LEGEND SYMBOL DESCRIPTION 240 ROUND DUCTWORK SIZE, WHERE THE DIMENSION IS THE INSIDE PLAN VIEW DUCTWORK DIMENSION z EXHAUST AIR CEILING AIR DEVICE —DG-4 DOOR GRILLE AIR DEVICE FOR TRANSFER OF AIR, ARROW INDICATES AIRFLOW DIRECTION TAG j SUPPLY, RETURN, TRANSFER, OUTSIDE, AND EXHAUST AIR DEVICE SAM 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 I AIRFLOW 1150 CFM DOOR GRILLE AIR DEVICE IDENTIFICATION 2012 1 DOOR GRILLE SIZE, (LENGTHXHEIGHT) ❑T TEMPERATURE SENSOR ® SWITCH FAN SCHEDULE FAN TAG - EF-1 EF-2 EF-3 EF-4 SERVICE TYPE - EXHAUST AIR EXHAUST AIR EXHAUST AIR EXHAUST AIR AIR FLOW CFM 100 200 200 100 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 V/PH/HZ 120/1/60 120/1/60 120/1/60 120/1/60 WEIGHT LBS 16 16 16 16 MANUFACTURER - COOK COOK COOK COOK MODEL - GC-188 GC-188 GC-188 GC-188 NOTES - 1,2,5,6,7 1,2,4,6,7 1,2,4,6,7 1,2,3,6,7 NOTES: 1. PROVIDE DISCONNECT. 2. PROVIDE SOLID STATE SPEED CONTROLLER. 3. WALL SWITCH PROVIDED BY ELECTRICAL CONTRACTOR. 4. INTERLOCK WITH LIGHTS AND TEN MINUTE TIME DELAY SWITCH PROVIDED BY ELECTRICAL CONTRACTOR. 5. PROVIDE LINE VOLTAGE THERMOSTAT. 6. PROVIDE WHITE ALUMINUM GRILLE. 7. PROVIDE BACKDRAFT DAMPER. I.011 1 DG1 200 ol1 r - c . 24X24 DG1 �—� �DG— 100 L� 24X24 a 156 SFiz ocy EFO— 2 �jz EAD1 200 2 IIINItIIIIIiDfllll!!� f!Ill It1181111i I IIIIIIHIIN ' ' — � Arbor { 112 16% ` HVAC FLOOR PLAN_ SCALE: 3/16"40" HVAC CODE CRITERIA THE FOLLOWING IS A LIST OF ALL CODES ADOPTED DECEMBER 31, 2014 BY THE STATE FIRE MARSHALL'S RULE 69A3.012 F.A.C.: * FLORIDA BUILDING CODE 5TH EDITION (2014) — ALL SECTIONS * FLORIDA ENERGY EFFICIENCY CODE (FBC 2014), FLORIDA ENERGY CODE SOFTWARE: ENERGYGAUGE SUMMIT VERSION 5.20 * FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014) NATIONAL FIRE PROTECTION AGENCY: * NFPA 70, 2011 EDITION, NATIONAL ELECTRIC CODE * NFPA 90A, 2012 EDITION, STANDARD FOR THE INSTALLATION OF AIR—CONDITIONING AND VENTILATING SYSTEMS * NFPA 90B, 2012 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 2013 * 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. AIR DEVICE SCHEDULE AIR DEVICE TAG EAD1 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 BLADES/VANES FIXED FIXED MATERIAL ALUMINUM ALUMINUM FINISH WHITE WHITE DAMPER OPPOSED BLADE NONE MANUFACTURER PRICE PRICE MODEL 630FF ATGH NOTES 1,2,3,4 1,3,4 NOTES: 1. PROVIDE FRAMES/FLANGES AS REQUIRED FOR CONSTRUCTION AND AS SELECTED BY ARCHITECT. 2. FACE OF AIR DEVICE TO BE HINGED AND CAPABLE TO FLIP DOWN FOR INTERNAL CLEANING, 3. COLOR TO BE SELECTED BY ARCHITECT. 4. PROVIDE REMOVABLE INSECT SCREEN. ILW14 `klmmwl�� I \�I1 :4 f�� �J 205 N ARMENIA AVE., 9102, TAMPA, FL 33609 TEL(813) 995-0300 FAX (813) 995-0400 FLORIDA ENGINEERING BUSINESS * 0027845 COPYRIGHT 2016-EMERALD ENGINEERING, INC. 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 PROVIDE A ATTACH TO MINIMUM OF FOUR BUILDING STRUCTURE. ANGLES OR � FACTORY MOUNTING BRACKET(S) FOR 1/4" THREADED ROD. HANGING ROD VERIFY WITH FAN EXHAUST ATTACHMENT. MANUFACTURER FAN J / FOR FAN WEIGHT. I 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. 1 AIRFLOW FACTORY CEILING GRILLE. /K\\ CEILING NOTE: AIRFLOW FAN TO BE DIRECTLY SUPPORTED FROM BUILDING STRUCTURE ABOVE AND NOT FROM CEILING. A. COS7.'��� 11.81436 '% r a % STATE OF Oj �sos,j0Ni1 s` 0 MICHAEL A. COSTELLO, PE FL. REG. NO. PE0081436 S =a z�� 0 U) 0 aCr U) rm O ca a V CO0> cz 00 cz 4) 0.- cz -0CL cf) (n N BSB www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CHECKED: JD HVAC FLOOR PLAN mi A r L 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 364" FLANGED FEMALE INLET R UGH CHROME FINISH AND BRAIN PLUG. TM-1 THERMOSTATIC THERMOSTATIC MIXING VALVE: LEONARD MIXING VALVE PROVIDE THERMOMETER IN DISCHARGE TM-20—E PIPE. SET TEMPERATURE AT 110 SYMMONS DEGREES F. EQUAL LAWLER EQUAL 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. TAILPIECE O.D. TUBING SLIP JOINT PROVIDE WALL BEND WALL LENGTH AS REQUIRED -, CHROME PLATED ESCUTCHEON SLIDE JOINT 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 --- 10II8 LAY-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" 1I2" 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 --- 2300-8CP -- --- --- 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. FIAT EQUAL TSB-200 --- --- ___ CHICAGO FAUCETS EQUAL --- 956 --- --- NA-1 ELECTRIC WATER HEATER 30 GAL. STORAGE CAPACITY AS HIGH AS POSS. ABV. MS- --- 3/4" 3/4" LOCHINVAR ESA030KK --- --- --- --- PROVIDE WITH 3.OKW-24OV-1 PH-6OHZ HEATING ELEMENTS. SEE PIPING DIAGRAM. 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 1PH HEATING ELEMENT AND BALL VALVE IN CW INLET `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) T'-TRAP DETAIL NO SCALE COPPER OR LEAD SLEEVE WITH FLANGE �z I � N VENT PIPE J 4" MASTIC ROOF DECK k::i F#::I ROOF DECK PACK WITH OAKUM OR EQUAL MATERIAL TO PREVENT ASPHALT DRAINAGE VENT THRU ROOF DETAIL NO SCALE z r N TRAP PRIMER SHALL BE ZURN MODEL NO. 1022-CP OR APPROVED EQUAL m FLOOR DRAIN, SQUARE to OR ROUND AS INDICATED s w I w UNION TRAP PRIMER PIPING TRAP PRIMER CONNECTION DETAIL NO SCALE LOPE MIN. EPDXY GROUT �RETE 9235 :RPROOF MEMBRANE COLLAR FLOOR DRAIN DETAIL NO SCALE FINISHED FLOOR mlwk�iiii MERALD 205 N ARMENIA AVE., #102, TAMPA, FL 33609 TEL (813) 995-0300 FAX (813) 995-0400 FLORIDA ENGINEERING BUSINESS * 0027845 COPYRIGHT 2016-EMERALD ENGINEERING, INC. PLUMBING CODE CRITERIA THE FOLLOWING IS A LIST OF ALL CODES ADOPTED DECEMBER 31, 2014 BY THE STATE FIRE MARSHALL'S RULE 69A3.012 F.A.C.: * FLORIDA BUILDING CODE 5TH EDITION (2014) - ALL SECTIONS * FLORIDA ENERGY EFFICIENCY CODE (FBC 2014), FLORIDA ENERGY CODE SOFTWARE: ENERGYGAUGE SUMMIT VERSION 5.20 * FLORIDA FIRE PREVENTION CODE 5TH EDITION (2014) NATIONAL FIRE PROTECTION AGENCY- * NFPA 70, 2011 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 ------------ COLD WATER PIPING CW - - - HOT WATER PIPING HW ----------- 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 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 OF "SMACNA" DUCT CONSTRUCTION STANDARDS. FABRICATE DUCTWORK TO THE 2" W.G. PRESSURE CLASS AND SEAL TO SEAL CLASS C. DUCTWORK, AIR DEVICES, AND OTHER ITEMS OF THE AIR DISTRIBUTION SYSTEM SHALL BE SUPPORTED DIRECTLY FROM THE BUILDING STRUCTURE AND NOT FROM THE CEILING OR CEILING SUSPENSION SYSTEM. AIR DEVICES SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE FROM AT LEAST TWO POINTS. COORDINATE LOCATION OF AIR DEVICES WITH ALL OTHER TRADES. DOMESTIC WATER PIPING SHALL BE: CPVC WITH GLUED FITTINGS. 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. .A.. 0s.1, fie.•• C E N ••. No.81 36 °•SRO �a 4 - e fi STATE OF 0.(� •' A% R i P .• p p 10 MICHAEL A. COSTELLO, PE FL. REG. NO. PE0081436 ;g z� 0 W a c �a G �8 LU N c COz J _0 .L 0 O cz rr O cz Lee. ■� ; CL C/) Cn N r'jw 1 M BSB N DESIGN O0) www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 cl) JOB NO: AM150335 PROJ MGR: JD DRAWN: CHECKED: JD PLUMBING GENERAL INFORMATION *0 ■l� E L 0 CL. Pi A GRADE OR PAVING CLEANOUT ASSEMBLY SAME SIZE AS SEWER UP TO 8" DIA. ---gf--' SEWER MATERIAL AND SIZE AS SPECIFIED -COVER FOR DUTY REQUIRED 0 CLEANOUT AND ACCESS COVER. TOP OF COVER TO BE FLUSH W/TOP OF FLOOR ­,,\ r FLOOR LINE 1/ " THICK CONCRETE OF PIPING JAMG r%Q CLEANOU I 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 -/ SUPPORT CHANNEL WITH ALL THREAD ROD MOLDED Z IPIPE CLAMP NEOPRENE MATERIAL PIPE HANGER DETAIL NO SCALE T TRAP 3/4' 110 DEGREE HW SUPPLY- r43/4 3/4" CW SUPPLY P&T RELIEF VALVE BALL VALVE (TYPICAL) 1 GALLON EXPANSION TANK DIELECTRIC UNION 1/2" ALL THREADED RODS TO STRUCTURE WH-1 TM-1 HOLDRITE MODEL #50-SWHP COMBINATION DRAINPAN AND SUPPORT _-DISCHARGE TO MOP SINK WATER HEATER WH-1 DETAIL NO SCALE OUTLET VALVE, TO GI DESIRED TEMP.) COLD WATER SUPPLY TO FAUCET (ADJUST TO GIVE SAME FLOW RATE AS HOT WATER COLD WATER SUPPLY LINE INLET VALVE (FULLY OPEN) FLOOR INSTANTANEOUS INSTANTANEOUS WATER HEATER WH-2 NO SCALE fr.o/ F�VXIFI /�Fm/m PLUMBING ISOMETRIC - NO SCALE MEPALD 205 N ARMENIA AVE., #102, TAMPA, Fl. 33609 TEL(813) 995-0300 FAX (813) 995-0400 FLORIDA ENGINEERING BUSINESS # 0027845 COPYRIGHT 2016- EMERALD ENGINEERING, INC. ``�1111111j� %1►PEL A. Co .* F v r , * °• 87436 •: v i ii ESTATE OF • Q v ��t�`s • : R 1 D ��rr�ty `� �, S'OJVAL 5149 q0� ���l�1i11�,° MICHAEL A. COSTELLO, PE FL. REG. NO. PE0081436 z1 0 rn rr W � M� W .c ' C VO c cr cl o- c > C- CD Cn N w 'jw r 1 N BSB 1 DESIGN www.bsbdesign.com O 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CHECKED: JD PLUMBING GENERAL INFORMATION E L 0 CL P1m2 mx -� 2"W 2" 2" RM . 'p-" i DF-1 -- i T T LAv-2 lA�IT " " M i It i1I IIIIJI 1/2 1" 1/241 ----------------------- 2.. J � FD_1 1 /2"CW 3/4" 1 /2"CW ' BEL. FIL p I I BEL. FL �. 1 /2" 1 /2" r WC-1 WC-1 LAV-1 TRAP PRIMER TRAP PRIMER 1 /2" 3" 2" [2 1 j y 3" ,iI f ,T1 1Ti 1 f . ri I LAV-2 4" ---------------2"------I-------------� V 2"V LAV-2j-- J FD-1 3" 2"W, 2"V i I 2" MS-1 i CO-1-4" I I UR-1 W(� LAV Zl� "W, 2"VTR 4" Ion . �mm . ► I A PLUMBING FLOOR PLAN - WATER SCALE: 3/16"40" 4" CO-1 2" 4" 2"W, 2"V DF-1 �l 4" LAV-2 3" FD 1 I 4"—,%2"�, CO-1 WC-1 2 ��m 2„V _r- 2"W, 2 2" CONNECT 4" TO BUILDING SEWER, SEE CIVIL DRAWINGS 6�1 205 N�JXRMENIA�A�VE., 102, TAM�FL609 TEL(813) 995-0300 FAX (813) 995-0400 FLORIDA ENGINEERING BUSINESS # 0027845 COPYRIGHT 2016-EMERALD ENGINEERING, INC. VALVE 1 2"W,2"VTR PLUMBING FLOOR PLAN -SANITARY SCALE: 3/16"40" IIfill, A. CO NL�Q•'' �CEni'"SrF No.87436 s STATE OF •� o . 4:� ORID I� trs ••........��• "Ai '01VAL a ENG 'e MICHAEL A. COSTELLO, PE FL. REG. NO. PE0081436 z z 0 w Lu Q °` m a O co a V 0 m� U LZ � O L.L c/) 0 = 0 cz c— c/) (A N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CHECKED: JD PLUMBING FLOOR PLANS P1.3 PANEL "A" SQUARE D : QO 120/24OV. 1 PH, 3W VOLTAGE/PHASE 200A MCB 200A BUS NEMA-1 SURFACE 22,000 AIC OPTIONS: CKT AMPS POLE DESCRIPTION' NOTES LOVAD CKT AMPS POLE DESCRIPTION NOTES LOAAD 1 20 1 RECEPT - TEUDATA 1 360 2 60 2 PANEL B 3 5912 3 20 1 RECEPT- SEC/ACCESS 1 360 4 6942 5 20 1 RECEPT - GENERAL 1 540 6 20 1 LIGHTING - STORAGE/RR 1 804 7 20 1 RECEPT - COUNTER 1 360 8 20 1 LIGHTING - STORAGE/RR 1 778 9 20 1 RECEPT - COUNTER 1 360 10 20 1 LIGHTING - RGT WING 1 520 11 20 1 RECEIPT - GENERAL 1 900 12 20 1 LIGHTING - SITTING 1 468 13 20 1 RECEPT- EWC 1 400 14 20 1 LIGHTING - LEFT WING 1 468 15 20 1 RECEPT - WOMENS GFI 1 180 16 20 1 FANS - RGT WING 1 300 17 20 1 RECEPT - MIENS 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 SPARE 0 27 20 1 RECEPT - COUNTER 1 360 28 20 1 SPARE 0 29 20 1 RECEPT-COUNTER 1 360 30 20 1 SPARE 0 31 20 1 SPARE 0 32 20 2 WATER HEATER 3 1500 33 20 1 SPARE 0 34 1500 35 20 1 SPARE 0 36 20 2 INSTA HOT 2 1500 37 20 1 SPARE 0 38 1500 39 20 1 SPARE 0 40 30 2 SPD 2 0 41 20 1 SPARE 0 42 0 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. (2) #12 CU, #12 CU GRD -1/2"C LIGHTING 17492 1.25 21865 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 5400 1.00 5400 MISC 7200 1.00 7200 2. INSTALL PER MANUFACTURER REQUIREMENTS 3. SEE RISER DIAGRAM FOR WIRE SIZES 4. POOL EQUIPMENT PANEL BY OTHERS 5. 6. TOTAL 30092 34465 7. ITOTAL DEMAND CURRENT @ 120/240V, 1 PH 143.6 AMPS PANEL "B" SQUARE D : QO 120/24OV. 1 PH, 3W VOLTAGE/PHASE 100A MLO. 100A BUS NEMA-1 SURFACE 22,000 AIC OPTIONS: CKT AMPS POLE DESCRIPTION NOTES LOAD CKT AMPS POLE DESCRIPTION NOTES LOAD VA 1 20 1 LIGHTING CONTROLS 1 200 2 20 1 LIGHTING - ENTRANCE 1 212 3 20 1 RECEPT - SEASONAL 1 1000 4 20 1 LIGHTING - NIGHT LIGHTS 1 442 5 20 1 RECEPT-SEASONAL 1 1000 6 20 1 FUTURE LANSCAPE LTG 900 7 20 1 RECEPT - SEASONAL 1 1000 8 20 1 FUTURE LANSCAPE LTG 900 9 20 1 SPARE 1 0 10 20 1 FUTURE LANSCAPE LTG 900 11 1 20 1 1 SPARE 1 0 12 20 1 1 FUTURE LANSCAPE LTG 900 13 20 1 SPARE 1 0 14 20 1 FUTURE LANSCAPE LTG 900 15 20 1 SPARE 1 0 16 20 1 FUTURE LANSCAPE LTG 90D 17 20 1 SPARE 1 0 18 20 1 FUTURE LANSCAPE LTG 900 19 1 20 1 1 SPARE 1 0 20 20 1 FUTURE LANSCAPE LTG 900 21 20 1 SPARE 1 0 22 20 1 FUTURE LANSCAPE LTG 900 23 20 1 SPARE 1 1 0 24 20 1 1 FUTURE LANSCAPE LTG 900 NOTES: LOAD CONNECTED DEMAND DEMAND DESCRIPTION LOAD (VA) FACTOR LOAD (VA) 1. (2) #12 CU, #12 CU GRD -1/2"C LIGHTING 12854 1.25 16067.5 HVAC - COOL 0 0.00 0 HVAC - HEAT 0 0.00 0 RECEPTACLE 0 0.00 0 MISC 0 1.00 0 2. 3. 4. 5. 6. TOTAL 12854 16067.5 7. TOTAL DEMAND CURRENT @ 120/240V, 1 PH 66.9 AMPS AFC15.625 AFC 11 5 AFC 11 0 AFC 10 20 i i B UTIUTY PAD MTD TRANSFORMER 120/24OV.10 A ' PANEL "A" PANEL "B" O 200A MCB 120/240V.10 100A MLO 120/240V.10 NEMA-1 NEMA-1 o METER 1 22K AIC N 22K AIC i A G1 I LC-1 O i NEMA 3R RISER DIAGRAM 120/240V. 10 ELECTRICAL SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING 14�( SURFACE MOUNT SCONCE FIXTURE ON FLUSH 4" SQUARE J-BOX, WITH MOUNTING SEE FIXTURE SCHEDULE A HARDWARE. LETTER INDICATES TYPE. =A 1' X V FLUORESCENT FIXTURE, LETTER INDICATES TYPE SEE FIXTURE SCHEDULE F7A 2' X 4' FLUORESCENT TROFFER, LETTER INDICATES TYPE SEE FIXTURE SCHEDULE RECESSED DOWNUGHT WITH TRIM AND REQUIRED CEILING ADAPTERS. LETTER SEE FIXTURE SCHEDULE AW 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 s3 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 RECEPTACLE, 20 A, 120 C. REFER TO SPECIFICA11ONS FOR DEVICE NOTEDSS WALL PLATE REQUIREMENTS, AND DEVICE MODEL NUMBER. COLOR, THE SYMBOLS BELOW DEE MOUNTING HEIGHTS: 9 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. COUNTER SIMPLEX RECEPTACLE, 20 A, 120 VAC. REFER TO SPECIFICATIONS FOR DEVICE ABOVE COLOR, WALL PLATE REQUIREMENTS, AND DEVICE MODEL NUMBER. BELOW COUNTER NON -FUSED DISCONNECT SWITCH, 60" AFF TO TOP so/w/M 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 rLIA-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 MOREL NUMBER. WP "WP" NOTATION MEANS ASSOCIATED DEVICE SHALL BE MOUNTED IN WEATHERPROOF AS DEFINED BY SYMBOL ENCLOSURE. RISER DIAGRAM - WIRE TAG LEGEND FA 1 SET: (2) #3/0 CU, #3/0 CU N. 2" C. a 1 SET: (2) #6 CU, #6 CU N, #10 CU EG, 1" C. G1 #2 CU GRD 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. PROVIDE NEW 18"X24"X6" UGHTING CONTROLS CABINET. SEE DETAIL ON SHEET E2.1 TIME CLOCK AND CONTACTOR REQUIREMENTS. 305 N ARMENI�AAVE., 102, TAM�FL109 TEL(813) 995-0300 FAX (813) 995-0400 FLORIDA ENGINEERING BUSINESS # 0027845 COPYRIGHr2016-EMERALD ENGINEERING, INC. 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 TIME 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), 2011 EDITION - FLORIDA BUILDING CODE, 5TH EDITION (2014) 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 APPUCATION 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 CONSTRUC11ON 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. LIGHTING POWER DENSITY CALCULATION SPACE TYPE TOTAL SQ FT ALLOWED LPD ALLOWABLE WATTAGE LOUNGE/RECREATION 2713 1.2 3255.6 RESTROOMS 471 0.9 423.9 CORRIDOR/TRANSITION 147 10.5 173.5 ACTIVE STORAGE 308 10.8 1246.4 ELECTRICALIMECHANICAL 80 11.5 1120 TOTAL ALLOWABLE WATTSI 4119.4 TOTAL ACTUAL WATTS 3138 PASSES 2010 FBC ENERGY CONSERVATION ARTICLE 505.5.3 1 YES GENERAL DRAWING NOTES 1. ALL FEEDERS AND BRANCH CONDUCTORS INDICATED HEREIN COMPLY WITH 2O10 FLORIDA BUILDING CODE - ENERGY CONSERVATION ARTICLE 505.7.3 2. THE LIGHTING DESIGNS CONTAINED HEREIN COMPLY WITH 2O10 FLORIDA BUILDING CODE - ENERGY CONSERVATION ARTICLE 505.5.3. SEE LIGHTING POWER DENSITY CALCULATION THIS SHEET FOR MORE INFORMATION. �11116 I I i//0�j o ; OF- �ONA;,�� II ADAM T. POWELL, PE FL. REG. NO. PE0073853 co z 0 w Ir I] i c O ca a mrm O ' cz 00 cmv (1) cz ■� Q_ W N www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CHECKED: JD SPECIFICATIONS, SCHEDULES LEGEND AND RISER DIAGRAM EO.1 t — — — — — — — — — — — — � — — — — — — — — — — — — — — TT — — — — — — — — — — — — — - II II li II II II II II II II II 11 1 1 I I Covered Sitting I1 II II it i t I I 102 I 1 1 I I 1301 SF777 I I I I wP I 1 I I WP elm - - - W B-3 I 1 ------ �5 .. ------ t---------------- TYP � ) I I I l I I �A-19��WR,--:1'GR A2� A-21 ! , I I Power Plan 5GALE: 3/16" = 1'-0" 0�11_0_000 F/1I' r Right Wing Pavilion 103 803 SF 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. r1V_A:4 �m iq •.] 205 N ARMENIA AVE., #102, TAMPA, FL 33609 TEL(813) 995-0300 FAX (813) 995-0400 FLORIDA ENGINEERING BUSINESS # 0027845 COPYRIGHT 2016-EMERALD ENGINEERING, INC. 2. PROVIDE 30A/2P/NF DISCONNECT SWITCH IN NEMA-3R ENCLOSURE FOR TANK TYPE ELECTRIC WATER HEATER LOCATED ABOVE MOP SINK. CONNECT WITH (2) #12, #12 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 TO LIGHTING CONTROLS CABINET FOR FUTURE LANDSCAPE LIGHTING. 11. PROVIDE RECEPTACLES AS INDICATED IN SOFFIT FOR SEASONAL LIGHTING. W r i N 1 0) O \0\ I I I I I I /////, ;,:< •. •; r • � 1 i`�,c`�'•'�CORIOP• N S�OffN A; ► \\\\ ADAM T. PUELL, PE FL. REG. NO. PE0073853 jig cc r- Nz f3 H Q$ C4 O Z 12 � H cn WSJ cc a O am s 0 C c� 70 OmILU i U O c: — c O c L ■� CL N Cn N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CHECKED: JD POWER PLAN E1.1 L • LIGHTING CONTROL PANEL DETAIL LC-1 INTERMATIC SQUARE D ET70215C DPA44V02 A-6 A- 6 B-1 4 CKT 40A/4P TIMECLOCK DEF PURPOSE A-10 (CONTROL CKT) OR EQUAL CONTACTOR A-12 O 1 TC CKT #2 SQUARE D SQUARE D A-14 DPA4002 DPA4002 40A/4P 40A/4P A-16 B - 2 DEF PURPOSE DEF PURPOSE A-18 B-4 CONTACTOR CONTACTOR A_20 TC CKT #1 TC CKT #2 SQUARE D SQUARE D A-22 DPA4002 DPA44V02 A-24 B-3 40A 4P 4QA 4P DEF PURPOSE DEF PURPOSE B-5 CONTACTOR CONTACTOR B-7 TC CKT #1 TC CKT #2 SQUARE D DPA44V02 40A 4P DEF P RPOSE CONTACTOR SPARE SQUARE D DPA44VO2 40A 4P DEF PURPOSE CONTACTOR SPARE LightingPlan 5GA;LE: 311b" = 1'-0" O LIGHTING DRAWING NOTES O 1. CONNECT TO UNSWITCHED LEG OF LOCAL UGHTING CIRCUIT. 2. CONNECT TO CIRCUIT SHOWN VIA CIRCUIT #1 OF TIMECLOCK. SEE RISER DIAGRAM ON SHEET EO.1 AND LIGHTING CONTROL DETAIL THIS SHEET FOR MORE INFORMATION 3. CONNECT TO CIRCUIT SHOWN VIA CIRCUIT #2 OF TIMECLOCK. SEE RISER DIAGRAM ON SHEET EQ.1 AND LIGHTING CONTROL DETAIL THIS SHEET FOR MORE INFORMATION. 4. EXHAUST FAN FURNISHED WITH DISCONNECT. PROVIDE WALL SWITCH AS INDICATED FOR EF-1. CONNECT EF-2 AND EF-3 VIA LOCAL LIGHTING SWITCH LEG. PROVIDE LOW VOLTAGE CONNECTIONS FOR EF-4 CONTROLLED BY THERMOSTAT. 5. PROVIDE 60 MINUTE MANUAL TIMER SWITCH FOR LOCAL SWITCHING SHOWN AS INDICATING BY LETTER "T" NEXT TO SWITCH SYMBOL. FIXTURE SCHEDULE SYMBOL DESCRIPTION / MODEL NUMBER VOLTAGE LAMP(S) MOUNTING NOTES A SURFACE MOUNTED WRAPAROUND 120 (3) 32W T8 SURFACE 1 METALUXMODEL #WS-232-A-UNV-ER81 B DECORATIVE OUTDOOR SCONE WITH GU24 LAMP HOLDERS - WALL MOUNT CENTER OF FIXTURE AT 8'-0" 120 (1) 26W GU24 SURFACE 1 HI-LITE MODEL # H-2041-B-77 C1 OPEN REFLECTOR 6" DOWNLIGHT 120 (1) 26W PL RECESSED 1 SPECTRUM MODEL # SG6H-126-EX-IC AR6615-SG D DECORATIVE PENDANT WITH GU24 LAMP HOLDERS - CHAIN HANG TOP OF FIXTURE AT 18'-6" 120 (4) 26W GU24 SURFACE 1 HI-LITE MODEL # H-2045-B-77 EM 2-HEAD EMERGENCY FIXTURE WITH BATTERY BACK-UP 120 W/UNIT SURFACE 1 SURELITE MODEL # CU2 F OUTDOOR FAN MOUNTED ON 6" DOWNROD 120 N/A SURFACE 1 CRAFTMADE MODEL # OPXL52FB X LED EXIT SIGN WITH BATTERY BACK-UP 120 W/UNIT SURFACE 1 SURELITE MODEL # LPX70RWH G7 1. OR APPROVED EQUAL. EQUIVALENT PACKAGE SHALL BE SUBMITTED FOR APPROVAL. w O Z ERALD 205 N ARMENIA AVE., *102, TAMPA, FL 33609 TEL(813) 995-0300 FAX (813) 995-0400 FLORIDA ENGINEERING BUSINESS # 0027845 COPYRIGHT 2016-EMERALD ENGINEERING, INC. 1. Pokk •� s 41 'PoNN WWO 0NAI-,0' ADAM T.1POWELL, PE FL. REG. NO. PE0073853 N jot O cl) <- fJJ w got Q cc W a U) r: 1 rm O ca a s O CO CZ i LZ 00 cz (/) O c ■� cf) > C Cn N BSB DESIGN www.bsbdesign.com 100 Main St. Suite 209 Safety Harbor, Florida 34695 813 265 4808 JOB NO: AM150335 PROJ MGR: JD DRAWN: CHECKED: JD LIGHTING PLAN E2.1