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Home My WebLink About5935 Gall Blvd1O EMERGENCY BALLASTED RECESSED DOWNLIGHT. O EMERGENCY BALLASTED FLUORESCENT STRIP LIGHTING. ILLUMINATED EXIT SIGNAGE WITH DUAL HEAD EMERGENCY LIGHTING. ® 2 HR. MIN. RATED DEMISIN( COLUMNS AND 8" CMU INFI O COLUMN. © FIRE DEPARTMENT CONNE, O ROOF LADDER. ® FIRE RISER LOCATION. PORTABLE FIRE EXTINGUISI O DIRECTION OF THE FIRE M) DISTANCE OF 75'-0". LEGAL JURISDICTION: CITY OF ZEPHYRHILLS, FLORIDA BUILDING CODE: 2014 FLORIDA BUILDING CODE FAMILY (5TH EDITION) LEASE AREA: 25,687 S.F. -SINGLE STORY OCCUPANCY: M TYPE CONSTRUCTION: TYPE II B - SPRINKLERED ALLOWABLE AREA INCREASES ALLOWABLE AREA (TABLE 503) OPEN FRONTAGE PERIMETER 12500 S.F. 391 707 FRONTAGE INCREASE CALC: 1=(391/707-.25)(30/30)= AUTO. SPRINKLER SYSTEM INCREASE= TOTAL ALLOWABLE AREA = 12500 + (12500 X 310/6) + (12500 X 300%) _ OPEN SPACE WIDTH 30'-0" 31% 300% (SINGLE STORY) 53875 S.F. CODE DATA N/A EXISTING BUILDING AREA AND OCCUPANT LOAD TYPE AREA FACTOR OCCUPANTS MECHANICAL ROOM 209 S.F. 1:300 GROSS 1 STORAGE/STOCK/SHIPPING 3238 S.F. 1:300 GROSS 11 GRADE FLOOR AREA (MERCANTILE) 21488 S.F. 1:30 GROSS 716 TOTAL 728 OCCUPANTS PLUMBING FIXTURE CALCULATION WATER CLOSETS LAVATORIES DRINKING FOUNTAIN SERVICE SINK REQ./ ACTUAL REQ / ACTUAL REQ. / ACTUAL REQ. / ACTUAL MEN 1/2 1/2 1/1 1/1 WOMEN 1/2 1/2 OCCUPANT LOAD/FIXTURE CALC N/A I D EXITS AND EGRESS EXITS REQUIRED PER FBC 1021.2.4: 3 EXITS PROVIDED: 4 MAXIMUM ALLOWABLE TRAVEL DISTANCE: 250 FT. (FBC 1028.7) MAXIMUM PROVIDED TRAVEL DISTANCE: 170 FT. EGRESS WIDTH REQUIRED PER FBC 1005.3.2: 143.2" ((728 OCCUPANTS) X (.2" PER OCCUPANT)) EGRESS WIDTH PROVIDED: 226" EXITS AND EGRESS N/A I E FLOOR PLAN 1/4"=1,-o" I A 9 z 1� 0 H w d' V w � A CM ~ w�oDo U�c) I� U) (o wwu) �t- v� W Z) F— U zU co t oN3 vn) ON u- ' O F F4 ac w �co: LEE B. 'ems Y e MANSKE • z AR94.7m am �6 CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 LIFE SAFETY PLAN y PLOT DATE: 9 PHASE 1 ANCHOR TENANT SHELL A. ALL WORK SHALL CONFORM TO THE 5th EDITION OF THE FLORIDA BUILDING CODE (2014), AND ALL OTHER APPLICABLE CODES, STANDARDS, AND REGULATIONS OF THE CITY OF ZEPHYRHILLS, FLORIDA. B. IT IS INTENDED THAT A COMPLETE OCCUPIABLE BUILDING PROJECT IS PROVIDED. C. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION (A.I.A. A201 LATEST EDITION) ARE A PART OF THESE CONTRACT DOCUMENTS. A COPY IS ON FILE AT THE ARCHITECTS OFFICE. D. DRAWINGS ARE BASED ON A SURVEY, DATED DECEMBER 1, 2015, PREPARED BY J.W. KENNEDY, AND IS INCLUDED IN THESE DOCUMENTS. E. DO NOT SCALE THESE DRAWINGS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. ANY DISCREPANCIES IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING WORK. F. ALL PROPOSED SUBSTITUTIONS SHALL BE APPROVED BY THE ARCHITECT, IN WRITING, PRIOR TO INSTALLATION. G. RETAIN THE PROJECT GEOTECHNICAL ENGINEER TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING (INCLUDING UTILITY TRENCHES) AND FOUNDATION PHASE OF CONSTRUCTION. ALL TESTING AND INSPECTION REPORTS, INCLUDING FINAL SUMMATION LETTER, SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT AND OWNER. H. SUBMIT, PAY FEES AND OBTAIN ALL PERMITS ASSOCIATED WITH THE PROJECT EXCEPT GENERAL BUILDING PERMIT. THIS INCLUDES, BUT IS NOT LIMITED TO ELECTRICAL, MECHANICAL, PLUMBING, FIRE SPRINKLER, OR OTHER RELATED FIRE PERMITS. ZEPHYR, LLC WILL PAY FOR "CONNECTION FEES" ASSOCIATED WITH UTILITY PERMITS. PAY FOR TEMPORARY FACILITIES FEES AS REQUIRED TO COMPLETE THE WORK IN A TIMELY MANNER. I. PROVIDE EACH SUBCONTRACTOR WITH A COMPLETE AGENCY -PERMITTED DRAWING SET AT TIME OF CONSTRUCTION. J. ALL ABBREVIATIONS INCLUDED FOLLOW INDUSTRY STANDARDS. CONTACT ARCHITECT IF ANY ABBREVIATIONS ARE NOT CLEAR. K. GC SHALL SUPPLY AND INSTALL ALL ASPECTS OF THE PROJECT DESCRIBED IN THIS DRAWING SET UNLESS OTHERWISE NOTED. SEE SCOPE OF WORK FOR EXCEPTIONS. L. GRAPHIC AND WRITTEN INFORMATION ON DRAWINGS SHALL BE COORDINATED WITH ALL TRADES PRIOR TO INSTALLATION. M. ALL MATERIALS STAGED TO BE USED FOR CONSTRUCTION SHALL BE PROTECTED FROM EXCESSIVE MOISTURE. IF THEY ARE EXPOSED TO MOISTURE THEY SHOULD BE ADEQUATELY DRIED BEFORE ENCAPSULATED INTO THE BUILDING. N. THE GENERAL CONTRACTOR SHALL ALLOW OLLIES INTERIOR SIGN VENDOR TO INSTALL SIGNAGE NO LATER THAN ONE WEEK PRIOR TO OPENING DATE. O. GENERAL CONTRACTOR SHALL PROVIDE PEST INSPECTION AND EXTERMINATION SERVICES PRIOR TO START OF WORK. PROVIDE INVOICES AND A REPORT FROM THE EXTERMINATION PROFESSIONAL TO THE OLLIES CONSTRUCTION DEPARTMENT. P. GENERAL CONTRACTOR SHALL PROVIDE WEEKLY CONSTRUCTION PROGRESS REPORTS TO THE OWNER, TENANT, AND ARCHITECT. PROJECT GENERAL NOTES NAME ROOM NAME 1 SHEET NUMBER 4 AX.X 2 -_� ELEVATION NUMBER 3 CEILING HEIGHT BLDYAG. SECTION LETTER X AX.X BLDG. SECTION SHEET DETAIL NUMBER X DIRECTION OF DETAIL DETAIL SHEET X ELEV. LETTER ELEV. SHEET ODOOR NUMBER O WINDOW NUMBER / DECOR ITEM NUMBER aEXTERIOR WALL FINISH NUMBER O KEY NOTE X-000 EQUIPMENT NUMBER ROOM FINISH NUMBER Fx] INTERIOR ELEVATION DESIGNATION IDSHEAR WALL TYPE (STRUCTURAL) 0 REVISION NUMBER XXX Ooo EQUIPMENT / FIXTURE NUMBER (M.E.P.) 0'-0" BLDG. HEIGHT INDICATES SUSTAINABLE DESIGN ELEV REFERENCE POINT GREEN REFER TO STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL SHEETS FOR SPECIFIC SYMBOLS GENERAL DRAWING SYMBOLS CY: M `'luxull EXISTING BUILDING AREA AND OCCUPANT LOAD TYPE AREA FACTOR OCCUPANTS MECHANICAL ROOM 209 S.F. T300 GROSS 1 STORAGE/STOCK/SHIPPING 3238 S.F. 1:300 GROSS 11 GRADE FLOOR AREA (MERCANTILE) 21488 S.F. 1:30 GROSS 716 TOTAL 728 OCCUPANTS PLUMBING FIXTURE CALCULATION WATER CLOSETS LAVATORIES DRINKING FOUNTAIN SERVICE SINK REQ./ ACTUAL REQ / ACTUAL REQ. / ACTUAL REQ. / ACTUAL MEN 1/2 112 1/1 1/1 WOMEN 1 / 2 1/2 SEE STRUCTURAL REFER TO CIVIL DRAWINGS. PROJECT SUMMARY DESIGN CRITERIA LEGAL DESCRIPTION OWNER ARCHITECT ZEPHYR, LLC L.B. MANSKE ARCHITECTURE & DESIGN, INC. 7162 READING ROAD, STE 730 LEE B. MANSKE, AIA, NCARB CINCINATTI, OH 45237 2422 N. RUTGERS COURT WICHITA, KS 67205 316.749.5873 STRUCTURAL ENGINEER JOHN GUTHERMAN JR., P.E. 264 BUTTERCUP CIRCLE ALTAMONTE SPRINGS, FL 30714 407.701.0875 CIVIL ENGINEER MECHANICAL ENGINEER CORNELISON ENGINEERING & DESIGN, INC. JUSTIN HARDY, PE 38039 OLD 5TH AVENUE 33542 5014 KINGSBRIDGE PASS 813.788.7835 POWDER SPRINGS, GA 678.234.8156 ELECTRICAL ENGINEER GUIDO ALVAREZ, PE 5014 KINGSBRIDGE PASS POWDER SPRINGS, GA 678-234-8156 PROJECT DIRECTORY TITLE SITE T1.0 TITLE SHEET CIVIL C01 SITE PLAN CO2 SITE CONSTRUCTION DETAILS STRUCTURAL S1.0 STRUCTURAL GENERAL NOTES S1.1 STRUCTURAL FOUNDATION PLAN S1.2 STRUCTURAL FRAMING PLAN S2.1 FOUNDATION FRAMING DETAILS) S3.1 STRUCTURAL, FRAMING SECTIONS ARCHITECTURAL D1.0 DEMOLITION FLOOR PLAN D1.0 DEMOLITION ROOF PLAN A1.0 FLOOR PLAN A2.0 EQUIPMENT PLAN A3.0 ROOF PLAN A4.0 EXTERIOR ELEVATIONS A5.0 WALL SECTIONS A5.1 WALL SECTIONS A6.0 CONSTRUCTION DETAILS A7.0 FINISH PLAN A7.1 REFLECTED CEILING PLAN ACCESSIBILITY ADA1.0 ACCESSIBILITY REQUIREMENTS MECHANICAL MP0.1 MECHANICAL AND PLUMBING SPECIFICATIONS M1.0 MECHANICAL FLOOR PLAN AND SCHEDULES PLUMBING P1.0 DOMESTIC WATER AND NATURAL GAS FLOOR PLANS P1.1 SANITARY WASTE AND VENT FLOOR PLAN ELECTRICAL E0.0 ELECTRICAL SPECIFICATIONS E1.0 ELECTRICAL LIGHTING PLAN E2.0 ELECTRICAL POWER PLAN E3.0 ELECTRICAL SCHEDULES C ALL coo U9IL�S LL C Cp a L b-4p �ZZ vLLi� CcobUlLb v SHEET INDEX 0 �r rn Ir Q 0 z W rr^^11 `4 m"9 LEE S. 7 • rvAINQ" ": or O err W � A1397470 ++II Y z L m W W J V O 16009 0 0 0 0 0 0 0 CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE TITLE SHEET T1.0 PLgT DATE: 7 3 a / / I 0 20 40 SCALE (IN FEET) I / i ALK MATCH EXISTING GRADEJ — — — — MATCH EXISTING SlD� �NG i CONSTRUCT HC„ d STRIPII$G PER FOOT INDEX 1734 „3h tip` DK /' f 4 i u R �� 2.54� (D) 4 i , . 'l /~ — fi t r i :: ro PROPOSED ASPHALT',/ OVERLAY (TYP) i o., s.......... ......:::::: .Wii ..... / g . . :...:. b { :•::': ht a `s .:. 'icy:::.:::_ /.•': ........ :, r ,. . ...................... . is Y...... ................. } fi / ............ IN CONSTRUCT :.,.............................. CURB .AND SID TALK (TYP) y9 r / E / ........................... .•... i ....... .:....:. . ......... .... f. r:. / ........................... 7� .......... — ................. .................................. ..................... f3!'` .�: :27:I ...... ........... - .. ............................... 9 W 62311 (D ):::::::: :::, ..:a'4 ............... :':::::.: ............ ......................... f •: . i '� ` '~ `1►IATCti 06STING GRADE = 1 ` 'I L- - - - - - - - ---------- - - - - - - - - - - - - - - --- 'I / I i I � I i I SITE DATA SITE AREA: 6.74 ACRES Z z PARCEL ID NUMBERS: 10-26-21-0020-00000-0100 Ono�j = z 10-26-21-0020-00000-0090 Oman, N �, N 10-26-21—ODD-02100—DODO o ' 5 � .6 o o 10-26-21-0020-00000-0050 y CD -L m 0 F- �+ Icz > z i� 10-26-21-0000-02100-0030 w im, X z Fr 10-26-21-0020-00000-0030 W z N o 10-26-21-0000-02100-0010 ID L uj z 20 z u- o EXISTING ZONING: C2 o w `0 p°�- FUTURE LAND USE DESIGNATION: COMMERCIAL UO¢ war U TOTAL EXISTING BUILDING AREA: 69,711 SF (EXCLUDES CANOPY) g co PROPOSED BUILDING AREA (ROBS): 69,711 SF Ir � 0) wo FLOOD ZONE: FLOOD ZONE A AND X o BFE = 82.2 PARKING REQUIRED: SHOPPING CENTER 1 SPACE PER 200 SF GFA 69,711 SF X 1 SPACE / 200 SF = 349 SPACES PARKING PROVIDED: 367 SPACES HC PARKING REQUIRED: 8 SPACES (300 TO 400 SPACES) HC PARKING PROVIDED: 9 SPACES NET IMPERVIOUS AREA TO BE REMOVED: 190 SF U J NOTES: QJ N 1. CURRENT UTILITY SERVICES SHALL REMAIN. 2. AT CONTRACTOR'S EXPENSE, A REGISTERED LAND SURVEYOR SHALL REPLACE SURVEY MONUMENTS OR n BENCHMARKS, WHICH HAVE TO BE DISTURBED BY THIS WORK, UPON COMPLETION OF WORK. 3. HANDICAP PARKING SPACES SHALL BE MARKED BY THE INTERNATIONAL HANDICAP SYMBOL AND EACH SPACE SHALL BE PROVIDED WITH A SIGN STATING "PARKING BY DISABLED PERMIT ONLY.' ALL HANDICAP ACCESS POINTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE HANDICAP CODES. W z N 4. ALL CONSTRUCTION SHALL CONFORM TO THE SPECIFICATIONS AND STANDARDS OF THE CITY OF ZEPHYRHILLS Lu AND THE FLORIDA DEPARTMENT OF TRANSPORTATION. v 5. PF40R TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT All REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. L1J 6 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS AND/OR EASEMENTS BEFORE Cn Q BEGINNING CONSTRUCTION. 7. UNLESS OTHERWISE INDICATED ON PLANS, ALL PARKING LOT DIMENSIONS ARE TO THE FACE OF THE CURB OL AND/OR CENTER OF STRIPING. 8. ALL BUILDING DIMENSIONS ARE TO THE EXTERIOR FACE OF CMU WALL 9. ALL PROPOSED SIDEWALKS do HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE w HANDICAP CODE. CONTRACTOR SHALL IMMEDIATELY NOTIFY ENGINEER OF ANY DEVIATIONS. 9. TRANSITION CURB AND GUTTER AT HANDICAP RAMPS TO A MAXIMUM 2.OX CROSS SLOPE. z v = 10. ALL PAVEMENT CROSS SLOPES (SLOPES PERPENDICULAR TO THE DIRECTION OF TRAVEL) SHALL BE A w W f- o IL W MAXIMUM OF 2X. ALL RAMPS SHALL HAVE A MAXIMUM SLOPE OF 1 IN 12. ALL LANDINGS AT STAIRS AND = Ir N RAMPS SHALL HAVE A MAXIMUM SLOPE OF 2% (BOTH DIRECTIONS). ALL WALKWAYS SHALL HAVE A MAXIMUM co V) w SLOPE LESS THAN 5X IN THE DIRECTION OF TRAVEL ALL MAXIMUM SLOPES ARE ABSOLUTE AND SUPERSEDE CONSTRUCTION TOLERANCES STATED IN THE PROJECT SPECIFICATION. THE CONTRACTOR HAS THE OPTION OF ADJUSTING GRADES TO ALLOW FOR CONSTRUCTION TOLERANCE BUT SHALL NOT ADJUST GRADES TO LESS THAN L AL 1% SLOPE THE CONTRACTOR SHALL CONTACT THE ENGINEER/ARCHITECT REGARDING ANY GRADE REVISIONS PRIOR TO CONSTRUCTION OF THEPAVEMENT AREAS. THE PAVEMENT SLOPES WILL REVIEWED AFTER E VEM BE CONSTRUCTION AND PAVEMENT OVER THE MAXIMUM SLOPES SPECIFIED ABOVE WILL BE REPLACED AT THE >- >- CONTRACTOR'S EXPENSE o >- co 11. ACCESSIBLE RAMPS TO BE CONSTRUCTED PER SECTION 405, 2010 ADA (:ODE. o w w z mLu z o Y o -jo z cn Q w 12. HANDICAP CURB RAMPS TO BE CONSTRUCTED PER FDOT INDEX 304. NO TRUNCATED DOMES TO BE v (n c w J dz J IF J CONSTRUCTED ON PRIVATE PROPERTY. 13. SIDEWALKS TO BE CONSTRUCTED PER FDOT INDEX 310. 14. ADA PAVEMENT MARKINGS AND SIGNAGE SHALL BE CONSTRUCTED PER FDOT INDEX 17346 AND 17355. 15. PROPOSED IMPROVEMENTS CONSIST OF RECONSTRUCTING EXISTING IMPERVIOUS AREAS. NO INCREASE IN uj IMPERVIOUS AREA AND/OR CHANGES IN DRAINAGE PATTERNS ARE PROPOSED. o THE PARCEL SHOWN FOR DEVELOPMENT IS LOCATED WITHIN THE FOLLOWING FLOOD ZONE(S) AS DETAILED BY FEMA FIRM (FLOOD INSURANCE RATE MAP) INFORMATION DESCRIBED BELOW: FLOOD MAP PANEL MAP EFFECTIVE ZONE COMMUNITY NUMBER NUMBER SUFFIX DATE X/AE PASCO 120235 0005 C DEC. 17,1991 LEGEND z 0 D REMOVE EXISTING PAVEMENT w fr cr PROPOSED ASPHALT OVERLAY O z PROPOSED ASHPALT I11ITBjl,�` ct� PROPOSED CONCRETE ®®�t N -` '�� ®M a •.®•°... ®� r Lo .� 0.z � w �o � U•w Lo Z�w -f-4a c ®® , .• ® Q O DATE 2/22/16 PROJECT NO. 1410001 SHEET NUMBER C01 -- 0 W c `0 J E _o M 0 CV N 10 ca co i �L Public Sidewalk Curb Ramp 22' 22' / r /2' 6" White BLUE m 2„ 6" = � WHITE N Sign No FTP-21-06 Public Sidewalk and FTP-22-06 _k i Ciirh Pmmn 3-6" White Diagonal Equally Spaced Per Aisle. N Sign No FTP-21-06 and FTP-22-06 -� Sign No FTP-21-06 and FTP-22-06 22' in"� Sign No FTP-21-06 and FTP-22-06 12' 12' y 12' 11 9' 9' 9' Iu \ 2 N zo Kcl I ifl TYPICAL a a - Public Sidewalk Curb Ramp 6" White Q (TYp) "E" C" "B„ wj FOR ACCESSIBLE MARKINGS - SEE ABOVE "DIMENSIONS" ANGLE "N' "B" "C„ "D" 'E" 45° 19' -1" 12'-9" 7'-0" 27'-0" 17'-0" 60' 20'-1" 10'-5" 5'-9" 23'-2" 13'-10" 1. Dimensions are to the centerline of markings. 2. An Access Aisle is required for each accessible space when angle parking is used. 3. Criteria for pavement markings only, not public sidewalk curb ramp locations. 4. For ramp locations refer to plans. 5. Blue pavement markings shall be tinted to match shade 15180 of Federal Standards 595a. 6. The FTP-22-06 panel shall be mounted below the FTP-21-06 sign. H.C. PAVEMENT MARKING DETAIL PER FDOT INDEX 17346 (FTP-21-06) SIGN PER DOT INDEX 17355 ( SIGN PER PARKING BY FDOT INDEX17355 DISABLED PERMIT (FTP-22-06) SIGN PER ONLY FDOT INDEX 17355 3/8" HOLES FlNE WITH HOLES DRILLED ON 1" CENTERS FULL LENGTH IN 5D.00 I�AX FULL LENGTH IN METAL POST. (MOUNT WITH 5/16" x 2 1 /4 BOLTS, TOP AND BOTTOM OF SIGN) 'ol 3 1 /8" 5/8" 1 1 /2" IA Al 1 1 /4" METAL P06T WE of Bum Pw ova � 2-2 1/2'}/:T. F' >£CCIION A -A 1_0" SIGN DETAIL N.T.S CONCRETE FOOINIG 1. METAL POST TO BE GALVANIZED. ALL BOLTS, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S.I. 3. SIGNS WILL BE FABRICATED BY USING REFLECTING COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED TO A SHEET ALUMINUM BACKING (.080) IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (BLACK)(SERIES C) 1.5" HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT AS NOTED ON SHEET 2 OF 2. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS, A WHITE WHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595a, COLOR #15180). 6. SIGN POST SHALL BE MIN. 2'-0" CLEAR FROM BACK OF CURB. 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE SUBSTITUTES FOR REGULAR BUMPER GUARD. 8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER FLORIDA ACCESSIBILITY BUILDING CODE SECTION 4.6.3. DISABLED PARKING / MARKING TYPICAL DETAILS ■■or, 11MMMMNM■ MEN; IMM■■E■■ ■■■I ■■MMMMMM■ ■MNI ■■■■MMM■■ II,II MI 10IM II,III'MII,EM r Ai 1mmmmoomm F ILL._„_-. \■M■ ■MMMMM■ML IN vmmmmm■rL WIN \ `\MMM■M' Ak _J Mm\_ _/MMMMM N.T.S. 4" MIN. 5" MAX. 2" MIN. 3" MAX<E- LL W 0 Q U U. 9, STD. 6" CURB 6'-01I I APE 1 STD.. 6" CURB NOSE DOWN TO FINISH GRADE DRIVEWAY SURFACE CURB TRANSITION DETAIL N.T.S. '-"-"� 5/8" OR 3/4" HOLES - 12" (+) I, I co I I PITCH 3" MIN. #4 BARS, 18" LONG _ I" MAX OPTIONAL - (TWO PER GUARD) R=2" CAST OR RUBBED CONCRETE WHEELSTOP PER FDOT INDEX 300 30' Max. Sidewalk D D D D D E D Varies (5' Std.) 5 S' 1 5' 1 5' 1 S' S' 5' ** "E" Joint(s) Required When 0.02 Max. Flexible Pavt. Length Exceeds 30' SECTION Graded Turnout _ 120' Max. 120' Max.** 30' Max. 30' Max. 30' Max. 30' Max. X„ A D D D D D E D D F D D A D D E D D A )'5' S' 5' 5' 5' 5' 5' S' 5' S' 5' S' 5' S' I Rigid Pavt. 00 SAWED JOINTS B C B C 5' 5' S'_I S' Flexible Pavt. v Graded Turnout 2' A B C B C B C B C B A B C B C A 5' SS' I S' I� 5' 1 S' 1 5' S' S' I 5' S' 1 S' 1 S' � JL 3S" Rigid Pavt. 'I I ljr- LONGITUDINAL SECTIONS (NOT TO SCALE) JOINT LEGEND A- )i" Expansion Joints (Preformed Joint Filler) B- Ya" Dummy Joints, Tooled C- Y1s' Formed Open Joints D- %6' Saw Cut Joints, 1Y2" Deep (96 Hour) Max. 5' Centers E- Y2" Saw Cut Joints, 1X" Deep (12 Hour) Max. 30' Centers F- 2" Expansion Joint When Run Of Sidewalk Exceeds 120'. Intermediate locations when called for in the plans or at locations as directed bythe Engineer. SIDEWALK JOINTS NOTES FOR CONCRETE SIDEWALKS ON UNCURBED ROADWAYS 1. Sidewalks shall be constructed in accordance with Specification Section 522. 2. Detectable Warnings shall conform to the requirements described in Index No. 304. Detectable Warnings are not required for sidewalks that run continuous through driveways, or on private property. 3. For TURNOUTS see Index No. 515. 4. Construct sidewalks with a V-O" thick Edge Beam through the limits of any surface mounted Pedestrian/Bicycle Picket Railin or Pipe Guiderail shown in the plans (see SIDEWALK WITH EDGEBEAM FOR SURFACE MOUNTED RAILINGS detail. 5. When driveways are newly constructed, reconstructed, or altered, cross slopes for discontinuous sidewalks shall not exceed 0.02. CONCRETE SIDEWALK ON UNCURBED ROADWAYS SIDEWALK DTAIL PER FDOT INDEX 310 2" MIN. 3" MAX. --PAVEMENT SLOPE AS PER PLAN 1� 2" TYPE S ASPHALT SURFACE COURSE 2O TACK COAT 8" LIMEROCK, LBR=100, COMPACTED TO A �3 MINIMUM OF 98% OF THE AASHTO-T180 MAXIMUM DENSITY �J PROOFROLL SUBGRADE 12" SUB -GRADE, LBR=40, COMPACTED TO A O MINIMUM OF 98% OF THE AASHTO-T180 MAXIMUM DENSITY HEAVY DUTY ASPHALT PAVING DETAIL N TS SEE SOILS REPORT FOR PAVEMENT DESIGN INFORMATION PER PLAN �j 4" CONCRETE CURB EDGE WALK 6"x6"-1.41.4 W.W.F. 1" RADIUS 2 - #4 BARS CONT. PARKING AS SPECIFIED 6" INTEGRAL CURB AND SIDEWALK DETAIL N.T.S. CONC. FILLER 1/4" WADE SAW CUT 2" MIN. CONC. FILLER m VULKEM 116 OR 245 (NON SAG) JOINT ^ MATERIAL TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. PROVIDE LIGHT GRAY COLOR To MATCH CONC. HA SAW CUT MUST BE COMPLETED WITHIN 24 HOURS OF POUR. NOTE: THOROUGHLY CLEAN JOINT OF ALL SAND, SOIL AND MISC. DEBRIS. APPLY MASKING TAPE ALONG SIDES OF JOINT FOR TEMPORARY PROTECTION DURING SEALANT APPLICATIONS. APPLY FULL BEAD OF VULKEM 116 OR 245 (NON SAG) POURABLE SEALANT AND TOOL LIGHTLY. REMOVE TAPE IMMEDIATELY. SAW CUT SHALL BE 1/3 DEPTH OF THE CONCRETE. TYPICAL SAW CUT JOINT DETAIL N.T.S. 24'± NOMINAL EXPANSION JOINT (TYP) - 4" CONCRETE CURB EDGE WALK 6"x6"-1.41.4 W.W.F. 1" RADIUS 2 - #4 BARS CONT. PARKING AS SPECIFIED 6" INTEGRAL CURB AND SIDEWALK DETAIL N.T.S. CONC. FILLER 1/4" WADE SAW CUT 2" MIN. CONC. FILLER m VULKEM 116 OR 245 (NON SAG) JOINT ^ MATERIAL TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. PROVIDE LIGHT GRAY COLOR To MATCH CONC. HA SAW CUT MUST BE COMPLETED WITHIN 24 HOURS OF POUR. NOTE: THOROUGHLY CLEAN JOINT OF ALL SAND, SOIL AND MISC. DEBRIS. APPLY MASKING TAPE ALONG SIDES OF JOINT FOR TEMPORARY PROTECTION DURING SEALANT APPLICATIONS. APPLY FULL BEAD OF VULKEM 116 OR 245 (NON SAG) POURABLE SEALANT AND TOOL LIGHTLY. REMOVE TAPE IMMEDIATELY. SAW CUT SHALL BE 1/3 DEPTH OF THE CONCRETE. TYPICAL SAW CUT JOINT DETAIL N.T.S. 24'± NOMINAL EXPANSION JOINT (TYP) - NOTE FORM 24' X 24' NOM. W/ FULL 1" X 6" Q 1"X2"X18" z STAKE TO BE REMOVED i I SAW CUT d 1 /4" WIDE BY 2" DEEP CAULK SAW CUT PENETRATION FULLY. (SEE DETAIL THIS SHEET) 1/4" RADIUS 1/2" CAULKING HHAND TOOLED 1/2" MASTIC 2' LONG #4 SMOOTH - DOWEL A 1 W O.C. OVER ONE END OF DOWEL PRESSURE TREATED 1 x WOOD COMPACTED BASE EXPANSION JOINT TYP. EXPANSION JOINT & REBAR LAYOUT DETAIL 0 0 SIDEWALK SEE SITE PLAN PARKING LOT RAMP SLOPES NOT TO EXCEED 1: 12 PER ADA REQUIREMENTS VARIABLE -HEIGHT CURB. MATCH PAVEMENT HEIGHT AT DEPRESSED RAMP CURB EDGE SIDEWALK CONCRETE CURB (3/8" LIP) TYPICAL H.C. RAMP DETAIL N.T.S. NEW ASPHALT OVERLAY ASPHALT UNDISTURBED OVERLAY AREA ASPHALT 4' MIN. MILLING SAWCUT STRAIGHT LINE EXISTING ASPHALT GRADE MATCH EXISTING GRADE WITH OVERLAY jr EXISTING ASPHALT 77EXISTING STING LIMEROCK SUBGRADE 1" DEPTH USE THIS DETAIL ANYWHERE AN ASPHALT OVERLAY TIES INTO EXISTING ASPHALT GRADE TYPICAL OVERLAY JOINT DETAIL NOT TO SCALE U N Z l� (•� f Y'7' (z? M N N J c0 Fyco %i O�WOZ w� 0z,:,U� /- . ram+ E i .. Z, E0 �+ ZN 00 11U,J � zI ;wi Lu zW,-o 0, 00 U_ W z0 co OOW w U O O co N co 0 V) J a w _ LU z o U CC Uj i2 Z O Z U 2iUj ZOr 0 _ H LU w I_ W O LU C cn C N r } m m m W w Z z Y CD Q z Cn U Q 0 W U 0 W W J fr _1 Z J co Q 0 0 p U U U W Q 0 z O U) w m b Z ttlll/``� c4 IN\• ON* ••.,..•.•® J� a_ Z co ® and • M 0 d• J zt Jam' � o LU l � •Q p Z :� Z o . _• C) ® Q®® DATE 2/22/16 PROJECT NO. 1410001 SHEET NUMBER CO2 U m 0 c a) 2 c M m c 2 a) E 0 STRUCTURAL GENERAL NOTES - FBC 2014 O r 0 1. GENERAL a.Provide construction conforming to the 2014 Florida Building Code. Reference to other standards, specifications, or codes means the latest standard or code published and adopted. b.Materiai tests and inspections are required per Chapter 17 of the 201.7 International Building Code. Refer to the project Statement of Special Inspections for required tests and inspections. Special inspection reports and a final report in accordance with Section 1704,1.2 of the 2014 Florida Building Code at the time the building is approved fear occupancy. c, The structural general notes apply except where indicated otherwise on the drawings or in the specifications. A detail shown for one condition applies for all like or similar conditions even though not specifically indicated on the drawings. d.Verify all existing conditions, dimensions, and elevations before starting work. Notify the Architect and Structural Engineer- of Record in writing of any discrepancy. e.The Contractor is solely responsible for the design, adequacy, and safety of erection bracing, shoring, temporary supports, and all other means, methods, techniques, sequences, and procedures of construction. f. Coordinate the structural contract documents with architectural, mechanical, electrical, plumbing, civil, and all other consultants. Notify the Architect and Structural Engineer of Record in writing of any conflict and/ or omission. • :z r g.Coordinate and verify floor and roof opening sizes and locations with architectural, mechanical, plumbing, and electrical drawings. For additional openings not shown on the structural drawings refer to the architectural and mechanical drawings. h. Review of the submittals and/or shop drawings by the Structural Engineer of Record is only for general conformance with the contract documents and does not relieve the Contractor of the responsibility to review and check shop drawings before submittal to the Structural Engineer of Record. The Contractor must review and stamp all submittals prior to submission. The Contractor remains solely responsible for � � tuber sizes errors and omissions associated with the preparation of shop drawings as they pertain to me , details, and dimensions specified in the contract documents. Do not begin fabrication until shop drawings are completed and reviewed by the Structural Engineer of Record. r . .: , r-c` documents or referencing the contract i. Do not make shop drawings using. reproductions or thy, contract a � do_ g documents. 2. EXISTING CONDITIONS a.Renovation of existing structures requires thorough coordination of the contract documents with existing conditions. The Contractor must verify all relevant existing conditions, dimensions, and details prior to beginning construction. Report any deviations from conditions or dimensions shown on the contract documents to the Architect and Structural Engineer of Record for review of the design and possible revision of the contract documents. b. The nature of .structural demolition and stabilization is inherently uncertain. The exact condition and capacity of each structural element cannot be verified prior to the commencement of work. As a result, it is imperative to report any discrepancies between the contract documents and actual field conditions, as well as any element of questionable structural integrity immediately to the Architect and Structural Engineer of Record for review. c. No attempt has been made to define each specific structural element that must be removed, enhanced, or replaced. It is the responsibility of the Contractor to review the condition of individual elements, Particularly rafters, joists, and structural deck boards, to determine which elements can be salvaged, which elements must be replaced, and which elements are questionable. The Contractor should consult with the Architect and Structural Engineer of Record to determine the appropriate procedure for handling elements in questionable condition, 3, MASONRY a.Provide concrete masonry conforming to the following standards: ACI 530-11/ASCE 5-11/TMS 402-11, Building Code Requirements for Concrete Masonry Structures ACI 530.1-11/ASCE 6-11/TMS 602-11, Specifications for Concrete Masonry Structures b.Load bearing masonry walls are designed in accordance with Chapters 1. and 2 of ACI 530, c. Brick veneer is designed in accordance with Chapter 6 of ACI 530, d,Provide light -weight, hollow, load bearing concrete masonry units conforming to ASTM C 90 with a compressive strength of masonry (f'm) of 1500 PSI and a net strength of 2000 PSI on the net cross -sectional area of CMU determined in accordance with ASTM C :1.40, e.Provide mortar conforming to ASTM C 270, Type M or S. Standard mortar bed joint thickness is 3/8" and must not exceed 5/8". , f. Unless noted otherwise, provide grout for reinforced masonry conforming to ASTM C 476 with minimum compressive strength of 2.500 PSI. Pea gravel concrete with a rninimurn compressive strength of 3000 PSI may be substituted for grout only with approval of the Structural Engineer of Record, g.Uniess noted otherwise, lay masonry units in running bond. h. Provide ladder type horizontal joint reinforcing conforming to ASTM A 82. Unless noted otherwise, place 9 gage or heavier, zinc coated ladder type horizontal joint reinforcing at 16" on center. Lap horizontal joint reinforcing minimum 12". Use prefabricated 'L 's and 'T's at corners and intersections. i, For grouted walls, the maximum height of grout lifts must not exceed 5'-0". The maximurn ungrouted height of 8" or thicker CMU walls prior to grouting must not exceed 12'-0". Refer to Table 7 of ACI 530,1 for the maximum ungrouted height of CMU walls thinner than 8". Consolidate and reconsolidate grout in accordance with paragraph 3.5.E of ACI 530.1. Walls higher than 5'-0" must have inspection holes at the base of the wall. j. Lap vertical masonry wall reinforcing as follows: #4 Bars 25„ #5 Bars 31" k. Provide vertical control joints in all masonry weans not retaining earth. Unless noted otherwise on the architectural drawings, place vertical control joints at three times the wall height, but not closer than 25'-0" on center or farther than 50'-0" on center. I. Unless noted otherwise, provide minimum (1) #5 vertical bar, grouted full height, at each side of openings and at all corners and ends of walls, including both sides at ends of wall panels at vertical control joints. m. Unless noted otherwise, anchor sides and tops of masonry wall panels to the structure by dovetail anchors, metal straps, or equivalent. n.Place ties for brick veneers at not more than 16" vertically or 24" horizontally. 4. REINFORCED CONCRETE a.Provide reinforced concrete conforming to the following standards: ACI 301-11, Specifications for Structural Concrete for Buildings ACI 318-10, Building Cade Requirements for Reinforced Concrete ACI 302.1R-04, Guide for Concrete Floor and Slab Construction ACI 360R-10, Design of Slabs -on -Ground b. Unless noted otherwise, provide normal weight concrete with 3000 PSI compressive strength at 28 days. c. Provide 411% to 6% entrained air by volume in concrete permanently exposed to weather. d.Provide concrete with a maximum water-to-cementitious materials ratio of 0.50. e.Fully document and submit for review the proposed materials and rnix design for all concrete. The Contractor is responsible for obtaining the required design strength. All concrete test data must be available at the job site. f. The use of calcium chloride, chloride ions, or other salts is not permitted. g.Place concrete at a slump of 5" ± 1", h. Unless noted otherwise, provide construction or contraction joints in slabs -on -grade such that the maximum area between joints does :lot exceed 225 square feet with the length not exceeding twice the width. i, Chamfer or round all exposed carriers a rninirnurn of 3/4". j. Detail concrete reinforcement accor=ding to ACI SP-66 detailing ;manual. Submit shop drawings for approval, showing all fabrication dimensions and locations for placing concrete reinforcing and accessories. Do not begin fabrication until shop drawings are completed and reviewed by the Structural Engineer of Record. Unless specifically approved otherwise, detail all concrete walls and beams in elevation. k. Unless noted otherwise, provide reinforcing steel conforming to ASTM A 6.15, Grade 60. I. Provide welded wire fabric (mesh) in flat sheets (rolls not permitted) conforming to ASTM A 185 and ASTM A 82. Lap welded wire fabric a minimum of 6" at each splice. Place welded wire fabric I" below the tap of slabs -on -grade. m. Fiber reinforcing may be substituted for welded wire fabric in slabs -on -grade with the approval of the Structural Engineer of Record. Provide fiber reinforcing conforming to ASTM C 1116, Type III. Use only 1.0011/c, virgin polypropylene fibrillated fibers with a minimum of 1.5 pounds per cubic yard of concrete unless otherwise directed by the fiber reinforcing manufacturer. n.Unless noted otherwise, 44 n 12" o/c in 8" thick slabs on grade. Place rebar 2" below the top of the slab. o.Tie all. reinforcing steel and embedded items securely in place prior to placing concrete. Provide sufficient supports to maintain the position of the reinforcement within specified tolerances during all construction activities. "Sticking" dowels, anchor rods, or other embedded items into wet concrete is not permitted, p.Provide corner bars at all corners and intersections of all footings, beams, and walls. q,Provide basic class "B" tension laps in all reinforcing bars indicated as continuous. r. The placement of all reinforcing steel must be: reviewed by a professional engineer registered in the state of Florida or by a representative responsible to him (Ref: ACI 318, 1.3.1). s. Unless noted otherwise, provide the following concrete cover on all reinforcing steel: Concrete against earth (not formed): t. Do not place pipes or ducts with a maximum dimension exceeding one-third the slab or wall thickness within the slab or wall unless specifically shown and detailed on the structural drawings. u.Do not weld or tack weld reinforcing steel unless approved or directed' by the Structural Engineer of Record. Provide reinforcing steel conforming to ASTM A 706, Grade 60 where welding is approved or directed. 5, STRUCTURAL STEEL a.Provide structural steel conforming to the following standards: AISC Manual of Steel Construction, 14th Edition AISC 360-10, Specification for Structural Steel Buildings AISC 303-10, Code of Standard Practice for Structural Steel Buildings and Bridges AISC 326-09, Detailing for Steel Construction, 2nd Edition b. Unless noted otherwise, provide steel shapes made of material conforming to the following standards: Wide flange and WT shapes: ASTM A 992 Angles, plates, and channels: ASTM A 36 Hollow Structural Sections (HSS): ASTM A 500, Grade B c. Unless noted otherwise, provide anchor rods conforming to ASTM F 1554, Grade 36. r �• f d.Unless noted otherwise, make all connections with 3; 4 „ diameter AST"M A ..2.� bolts. Assemble and inspect bolted connections in accordance with AISC "Specification for Joints Using .ASTM A 325 or ASTM A 490 Bolts", 2009, e.Make all welded connections in accordance with AWS D1.1-04 "Structural Welding Code", using type E70XX electrodes. Use only certified welders. Proof of certification must be maintained at the job site. f. Unless specifically detailed on the contract documents, provide the following beam connections: 1. Where beam reactions are shown, provide connections to develop the reaction shown. 2. Where beam reactions are not shown, provide connections to develop one-half the total uniform load capacity shown in the Maximum Total Uniform Load Tables, in Part 3 of the AISC Manual. 3, Where reactions are subject to eccentricity, the eccentricity must be accounted for', g.Submit shop drawings prepared in accordance with AISC 326-09. Provide complete welding information using AWS symbols. Use prequalified welded joints per AISC and AWS D1.1 "Structural Welding r t� rill drawings are completed and reviewed b the Structural Code." Do not begin fabrication .� shop g p y Engineer of Record. h.Do not use gas cutting torches to correct fabrication errors in structural steel framing. i. Provide temporary bracing for structural steel framing until all permanent bracing, moment connections, and floor/roof decks (diaphragms) are completely installed. j. Paint structural steel in accordance with the project specifications. Do not paint steel surfaces to be encased in concrete, surfaces to receive fireproofing, connections designated as friction type, surfaces to be welded, or surfaces receiving welded studs or DBA's in the field. k. Provide an allowance of 3% of structural/miscellaneous steel to be fabricated and placed during progress of work as may be directed by the Structural Engineer of Record in addition to all steel indicated on the contract documents. Credit any unused quantity at the end of the project. 6. OPEN WEB STEEL JOISTS, JOIST GIRDERS, AND STEEL DECKING a. Provide steel joists and joist girders conforming with the fallowing standards: SJI JG-1.1-10, Standard Specification for Joist Girders SJI K-1.1-10, Standard Specification for Open Web Steel Joists, K-Series SJI LH/DLH-1.1-10, Standard Specification for Longspan Steel Joists, LH Series and Deep Longspan Steel Joists, DLH Series b. Provide fabrication and erection of steel decking conforming to the following standards: SDI Design Manual for Composite Decks, Form Decks, and Roof Decks c. Provide bridging in accordance with SJI recommendations. Add 'X' bridging to the second panel at each end of each run of horizontal bridging, and every sixth panel in between. Provide one continuous run of 'X' bridging near mid -span where four or more roves of bridging are required, d.Unless noted otherwise, design steel joists for a minimum net uplift of 15 PSF over the entire roof area. Install bridging immediately after erection and permanent fastening of joists. Install bridging before construction loads are applied to joists. Permanently attach lines of bridging to walls or beams where bridging terminates. Weld bridging to joists. e.Coordinate joist spacing with mechanical requirements. The average space between any three joists must not exceed the spacing shown on the drawings, and the spacing between any two roof joists must not exceed X'-X". OR Support for the mechanical roof top units has been designed specifically for the unit listed on the structural drawings or specified on the mechanical drawings. If any substitutions occur, notify the Structural Engineer of Record immediately so that the structural support may be revised if necessary. f. Provide double joists under masonry walls parallel to the joist framing for rnasonry vvalls supported on steel framed floors. g.Unless noted otherwise, provide double joists Linder all mechanical equipment supported by the roof. h.Provide steel deck of the type and gage indicated on the design documents. i. Unless noted otherwise, provide steel decking primed and painted or with a G60 galvanized coating, j. Install steel decking in accordance with the manufacturers recommendation. Do not install steel decking until supporting joists are braced, bridged, and permanently fastened, k. Install decking such that it is continuous over a minimum of three spans. I. Unless noted otherwise, fasten steel roof deck to supporting structure according to the following options: (Roof exterior zones are areas of the roof within X'-X" of the roof perimeter-. All other zones are interior zones.) 1. Fasten to Supports with #12 TEK screws in a 36/7 pattern at exterior zones and in a 36/3 pattern at interior zones. Fasten side laps with #10 TEK screws at 6 inches on center at roof perimeter, (3) #10 TEK screws per span at exterior zones, and (3) #10 TEK screws per span at interior zones. 2. Fasten to supports with 5/8" puddle melds in a 36/7 pattern at exterior zones and in a 36/3 pattern at interior zones. Fasten side laps with rx10 TEK screens or 5./8" puddle welds at 6 inches on center at roof perimeter, (3) # 10 TEK screws or (3) 5/8" puddle welds per span at exterior zones, and (3) #10 TEK screws or (3) 5/8" puddle welds per span at interior zones. 7, COLD FORMED METAL FRAMING a.Provide cold -farmed metal framing conforming with the following standards: NAS-01, AISI North American Specification for the Design of Cold -Formed Steel Structural Members b. Provide studs, runner track, and associated accessories of the type and thickness indicated on the drawings or as recommended by the manufacturer for the indicated application. c. Provide studs, joists, runner track, and accessories manufactured of hot clip galvanized ASTM A 1003 steel with the following yield strength: 33,000 PSI 33-mil (20 gage) and 43-mil (18 gage) members 50,000 PSI 54-mil 0_6 gage), 68-mil (14 gage), and 97-mil (12 gage) members d.Provide minimum S-12 screws (cadmium or zinc coated). e.Install all cold --formed metal framing in accordance with the manufacturer's recormendations, f. Provide reinforcement for any member cut for the installation of plumbing or wiring such that the member is of equal strength to the member prior to cutting. g.Provide lateral bridging in load bearing walls consisting of 1 1/2" cold -rolled channels at 4'-0" on center vertically. Insert channels through stud web holes and screw or weld to each stud using 1. 1/2" x I." x 54-mil (16 gage) clip angles. Provide clip angles :1/4" less than the stud width. h.Provide joist bridging at 8'-0" on center maximum. Install joist bridging in accordance with the manufacturer's recommendations. i. Provide unpunched material for all joists and headers. j. Provide solid blocking behind all horizontal panel joints of exterior wall sheathing and interior shear wall sheathing. k. Design of exterior walls subject to wind pressures is based on lateral bracing of stud flanges provided by sheathing. If sheathing is not applied to both faces of the wall, provide bracing in accordance with SSMA Technical Note No. 2, published March 2005. 8. OTHER COMPONENTS a.Provide shop drawings for construction of all applicable specialty items including but not limited to concrete pilings, curtain wall glazing systems, light gage steel framing, ornamental guardrails, guards, handrails, pre-engineered wood trusses, skylights, and signage. Shop drawings must indicate the required materials, sizes, and locations for all posts and pickets including anchorage at the base of the posts. Shop drawings must be sealed by a professional engineer registered in the state of Florida. b. Provide curtain wall glazing system shop drawings that clearly indicate the attachment to the structure on all sides of the exterior glazing system required to adequately resist the applicable wind design pressures. c. The glazing Contractor must provide engineering calculations to document compliance with 2012 International Building Code, Sections 2403.2 through 2303.4 for butt joined glazing. d.The design of special connections between steel framing components (including but not limited to braced end connections, moment -resisting connections, modified beam seat connections, and member splice connections) not designed by the Structural Engineer of Record must be performed by a professional engineer registered in the state of Florida. 9. FOUNDATIONS a.The Owner must commission a geotechnical exploration of the site by a properly insured professional engineer registered in the state of Florida and forward the Geotechnical Engineer's report to the Structural Engineer of Record. The Geotechnical Engineer's report must conform to section 1802.6 of the 2014 Florida Building Code. The design of foundations is based on the following assumed soil criteria: Allowable Soil Bearing Pressure: 2000 PSF Equivalent Lateral Fluid Pressure - Active Case: 40 PSF/FT Equivalent Lateral Fluid Pressure - At -Rest Case: 60 PSF/FT Equivalent Lateral Fluid Pressure - Passive Case: 300 PSF/FT Coefficient of Sliding Friction: 0.35 Soil Density: 110 PCF Redesign of foundations my be required if the recommendations in the Geotechnical Report are different than the values listed above. The following conditions could also result in redesign of foundations: presence of expansive soils, high water table, potential for large settlements, or any other recommendations stated in the Geotechnical Engineer's report. b. The Geotechnical Engineer must verify the condition and/or adequacy of all subgrades, fills, and backfills prior to the placement of foundations, footings, slabs, walls, etc. c. If any interference appears between existing foundations and the specified design, notify the Architect so that the foundations may be redesigned as required. d.Coordi€nate top of footing elevations with the requirements of other trades (plumbing, electrical, etc.). e. Place all column footings and wall footings monolithically with adjacent footings at the same elevation. f. All footings must bear on original undisturbed soil where possible. g.Remove all organic soils and replace with clean structural fill at the direction of the Geotechnical Engineer. Place fill soils in 6" maximum (loose) lifts at moisture contents as described in the geotechnical report. Compact all fill within 10'-0" of the building limit to 95% Standard Proctor. Field density tests must be made as described in the geotechnical report to verify adequate compaction and design bearing pressure. h. Sides of foundations must be formed unless conditions permit earth forming. Foundations placed against the earth require the following precautions: slope sides of excavations as approved by the Geotechnical Engineer and clean up sloughing before and during concrete placement. i. Where footing steps are necessary, slope no steeper than one vertical to two horizontal. j. Do not backfill against basement walls (walls supported at the top and bottom) until slabs, framing, and diaphragms are in place to provide support at top and bottom of wall. Concrete diaphragms must reach 65% of their design 28 day compression strength prior to backfilling. k. Deposit backfill evenly against both sides of the wall until the louver finished grade is reached. I. Unless noted otherwise, place all slabs on grade on a 10 mil polyethylene vapor retarder and a crushed stone base over a properly compacted subgrade. 10. DESIGN LOADS a. Live Loads: Roof 20 PSF b. Dead Loads: Roof 5 PSF c. Wind Design Data: 6. Ultimate Wind Speed (3 second gust): 146 MPH 7. Wind Risk Category: Category III S. Wind Exposure: Exposure B 9. Internal pressure Coefficient: t 0.1.8 10.Components and Cladding Pressures: See Table ------------- COMPONEN COMPONENTS & CLADDING PRESSURE SCHEDULE (NOTE 1) EFFECTIVE ROOF ROOF OVERHANG WALL PARAPET WIND AREA ZONE 1 ZONE 2 ZONE 3 ZONE 1 OVHG ZONE 2 OVHG ZONE 3 OVHG ZONE 4 (NOTE 2) ZONE 4 (NOTE 2) +16.0 PSF +38.3 PSF i +3$.3 PSF +16.0 PSF +16.0 PSF +16.0 PSF +35.1 PSF +35.1 PSF +87.7 PSF +87.7 PSF 10 SF -38.3 PSF -64.3 PSF -64.3 PSF -61.1 PSF -61.1 PSF -96.8 PSF -38.0 PSF -46.8 PSF -61.4 PSF -70.2 PSF +16.0 PSF +36.1 PSF +36.1 PSF +16.0 PSF +16.0 PSF +16.0 PSF +33.0 PSF +33.0 PSF +76.6 PSF +76.6 PSF 25 SF -37.1 PSF -55.3 PSF -55.3 PSF -59.8 PSF -59.8 PSF -71.0 PSF -36.0 PSF -42.7 PSF -57.3 PSF -64.0 PSF +16.0 PSF +34.3 PSF +34.3 PSF +16.0 PSF +16.0 PSF +16.0 PSF +31.5 PSF +31.5 PSF +68.2 PSF +68.2 PSF 50 SF -36.1 PSF -48.4 PSF -48.4 PSF -58.8 PSF -58.8 PSF -51.4 PSF -34.4 PSF -39.6 PSF -54.2 PSF -59.4 PSF +16.0 PSF _ +32.6 PSF +32.6 PSF +15.,, PSF +16,0 PSF +16.0 PSF +29.9 PSF +29.9 PSF +59.8 PSF +59.8 PSF 100 SF -35.1 PSF -41.6 PSF -41.6 PSF -57.8 PSF -57.8 PSF -31.8 PSF -32.9 PSF -36.5 PSF -51.1 PSF -54.7 PSF +16.0 PSF +28.6 PSF +28.6 PSF +16.0 PSF +16.0 PSF +16.0 PSF +26.3 PSF +26.3 PSF +56.2 PSF +56.2 PSF 500 SF € -35.1 PSF i -41.6 PSF -41.6 PSF -41.6 PSF -41,6 PSF -31.8 PSF -292 PSF -29.2 PSF -43.9 PSF -43.9 PSF NOTES: 1. (+j AND () SIGNES INDICATE PRESSURES ACTING TOWARD AND AWAY FROM THE BUILDING SURFACE, RESPECTIVELY. 2. PRESSURES APPLY 8'-10" FROM PROMINENT BUILDING CORNER IN EACH DIRECTION. 9 FAI H r, �! al 00 00 CD co W CD D Lo � CD w ►'� U� ) I-- 13, �WCCLLJ Lo W�CD LIJ r -� to d N c� 0 C\J 4= J LL • • ®�m®t ��1 J�'Iv9Ft "� No 76433 f $T TE OF LU: O R 0 %N 'iOE�'t��*� F111111 2016-02-19 r CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N;'A 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 r r t 1 iN • PLOT DATE: 1111=1EMIrm | � � PROVIDE CD6"X 14GA(2 1/2" FLANGE) SO KSI BOX COLUMNS ATCORNERS AND ENDS OFWALLS. SEE 7/S2;Ll FOR HOLDOWN CONNECTION SEEy/S2.1 FOR CONNECTION DETAlL8ETVYEEN BOX 8EAMAND EXISTING STOREFRONT COLUMN 6"x14GASTUDS (2 1/2"FLANG8 S0KSIAT12"O/C EN 6"STUD PARTITION WALL EXTEND TQBOTTOM 0F STRUCTURE. 6" x 14 GA (3" FLANGE) SLIP TRACK AT TOP TO ALLOW MINIMUM 2" DEFLECTION FROM STRUCTURE. VERIFY INFIELD | E�S�NG�0��-/ ' | 2'-4" WIDE MINIMUM ' '| 2'-0" 6" x 14 GA STUDS (J 1/2" FLANGE) 50 KSI AT 1211[VC TYPI[AL0ITH1S/JJ"APARATED SHEATHING. ATTACH WITH S-8SCREWS AT]^O/C ATPANEL EDGES AND 12''O/C IN FIELD. PROVIDE BLOCKING AT36"O/C VERTICALLY 9 w- 0 � | ./\ --- | | | l-� | ! /\ | CONTRACTDATE: 01.05.2018 � 8U|U}|NGTYPE- N/A | ' PLAN VERSION: DEC2015 | SITE NUMBER: i N/A �| STORE NUMBER: � i '| N/A --------1�--TRANSVERSE BARS. ATTACH #4 DOWELS TO EXISTING FOOTING WITH HILTI HIT HY200 EPDXY, -- 18" WIDE x 16" DEEP FOOTING AT NEW 8" WALL. low FOUNDATION PLAN NOTES: 1.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLOPES, ELEVATIONS AND OTHER INFORMATION NOT SHOWN, Z.MEANS AND METHODS OFCONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. Cl INDICATES HSS6x6x5/16COLUMN FULL HEIGHT. F4 INDICATES 4'-U"x4'-0"x1'-4"THICK FOOTING WITH 5#4BARS AT BOTTOM EACH WAY INDICATES x4'-6" x 1''4"THI[K FOOTING 5#4 RARSAT F4.S BOTTOM EACH WAY SHELL ��i ||| [l[l| |7- v' `�� u�//�uuu ' 503SGALL 8LVD ZEPHYRH|LLS.FL 33541 REMODEL ��- K �| ��-� " ~~~_��~~° ^~� �_~_ PHASE ^ 8" SLAB WITH 16" THICK TURNDOWN AT EDGE Iml PLOT DATE.: XISTING FRAMING TDREMAIN 12"x 14 GA HEADER � - — — — — — ------ - -- ---- --- ---- ----- - - ------------ J8 12x 14 GA HEADER 1OK1 JOISTS 4'-0" O/C Dl � | | / | | | | | | �-' -- ' | nTu-� } wcTG*r150m&u E | | ! | | | LE 2 IV REMOVE EXISTING COLUMNS AND BEAMS AND CMU WALL INFILL ABOVE BEAM. PROVIDE DOUBLE STUDS AT EACH JOIST Alo W/ -all S-11) NEJV 8" CMIJ WALL #5 (a 24" 0/ EXISTING JOISTS TYPICAL EXISTING JOIST GIRDER TYPICAL N 8" ��U w/ #SND ��' �/[ | | ! | �\ E�I�TI�� BREEZEWAY � i ^~—� | | | � � � | | `~— EXISTING FRAMING TO REMAIN CENTER INWALL ]OISTSTYPlCAL |U ATTACH BOX BEAM TO EXISTING COLUMN WITH HILTl KVV K B0LTTZ @ 2''0" U/[ PROVIDE L6x4x5/16 LEDGE TO SUPPP[RT STUD FRAMING. ATTACH TOEXISTING MASONRY WITH 1/2" HlLTI HY'70A0CHORS @4Q"Q/CSTAGGERED Z SU KSIJ ENTIRE FRONT FACE EXISTING EXISTING LINTEL TYPICAL TYPICAL 6"END WALL WITH 6"x12 NOTES: l.SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, SLOPES, ELEVATIONS AND OTHER INFORMATION NOT SHOWN, 2.MEANS AND METHODS OFCONSTRUCTION ARE THE RESPONSIBILITY OFTHE CONTRACTOR. INDICATES 1 1/2°x20GA 8 DECK. PROVIDE #12TEKSCREWS INA36/7 PATTERN AND (8)#1OTEKSCREW SIDE LAP FASTENERS. nA � i� CONTRACT DATE: 01,05.2016 BU|LD|NGTYPE: N/A PLAN VERSION: OEC2O15 SITE NUMBER: N/A STORE NUMBER: N/A �A�|| �UN[l/�UT �,'��u`�uuu` 5935 GALLB0D REMODEL ��—� � ��—U ��—U��K �U ��—� ^ °~~~"�"~~�^_-�_~_ PHASE FRAMING PLAN "�2 �� r 4 PROVIDE NUT, WASHER LEVELING NUT (TYP.) (2) #4 X V-4" LONG WITH 4" EMBEDMENT INTO EXISTING WITH HILTI RE500 EPDXY T et - STL COL. (SEE PLAN) COL. BOX -JUT (24"X24" MIN) EXISTING SLAB TOP/SLAB +01_O,a TOP/FTG +01-81, i 3" CLR (TYP.) = FOR FOOTING SIZE AND REINFORCING 100 SEE PLAN SECTION FOUNDATION AT STEEL COLUMN _._-- --_--_ SCALE. 3/4_` 1'_0n, L . 1) PROVIDE 15/32" APA RATED EXPOSURE 1 SHEATINC. ATTACH TO FRAMING w/ S-8 SCREWS tti 3" O/C AT PANEL EDGES AND 1.2" O/C IN FIELD. PROVIDE BLOCKING AT PANEL EDGES, STUD WALLS SEE PLAN FOR SIZE, SPACING AND SHEATHING (3) 0.145% POWER ACTUATED FASTENERS ;@ 16" O/C 5'-0" #5 n 24" O/c #5 @ 12" O/C EACH WAY s co Al 3#5 BARS CONTINUOUS #5 BARS @ 18" O/C 4 1 4 LONG Cal 24"l f fH 4 1;2 EMBEUi? N i INTO F OCT D Cl,"M V dT d HIM _ E.1 70 Ff�()POSHD VIAL: ; t 94 x -,. that :: I : r« a 1 TNT. EaS I a6 ' RESI)o EPOa'r PROPOSED FOOTING AT EXISTING FOOTING SCALE. 3/4" - V-0" 0 BOX COLUMN F X I ST I N G VYA1_L. L4x 4x 1/4x 0'-4" LONG TAB 24" O/C VERTICALLY w/ HILTI KWIK BOLT TZ w/ 4 1/2" EMBEDMENT INTO EXISTING COLUMN 0 EXISTING FUUIING HSS6x6x5/16 WITH 1/2" THICK x 12" x 12" BASEPLATE. ATTACH TO FOOTING WITH (4) 3/4" 0 HILTI KWIK BOLT TZ ANCHORS w/ 4 3/4" EFFECTIVE EMBEDMENT STUD WALLS BEYOND SECTION ION FOUNDATION AT VESTIBULE COLUMN SECTION FOUNDATION AT VESTIBULE 2 SCALE: 3/4"' = V-0" SCALE: 3/4" = 1'-0" ■ i A �r c �F_0" #5 {a 24" o/c 4e PROVIDE 15/32" APA RATED EXPOSURE 1 SHEATHING - SEE PLAN FOR SHEATINC. ATTACH TO FRAMING w/ S-8 SCREWS SIZE AND CONNECTION @ 3" O/C AT PANEL EDGES AND .12" O/C IN FIELD, PROVIDE BLOCKING AT PANEL EDGES, STUD WALLS SEE PLAN FOR SIZE, SPACING AND SHEATHING (3) 0.145"0 POWER ACTUATED FASTENERS @ 16"O/C #5 @ 12" O/C EACH WAY 2#5 BARS CONTINOUS 6#5 BARS CONTINUOUS #5 BARS Cis 18" O/C FOUNDATION AT VESTIBULE SCALE: 3/4" = 1'-0" 8" CMU SEE PLAN FOR SIZE AND REINFORCING EXISTING SLAB E- 2#5 CJNTINOUS ALTERNATE HOOK LOACAT ION SECTION FOUNDATION AT PARTITION CMU WALL SCALE: 3/4" = V-0" d ... CONCRETE B� TO SUPPORT V CONCRETE BF, TO SUPPORT 1"- - - CONTRACTION JOINT SEE GENERAL NOTES FOR ADDITIONAL CONTROL JOINT SPACING AND PLACING REQUIREMENTS SECTION SLAB DETAILS SCALE, 3/4° _ V-13" BOX COLUMN SIMPSON S/HD15S HOLDOWN WITH 30 #14 SCREWS AND 1"0 HILTI HIT HY 200 EPDXY ANCHORS. PROVIDE 9 " EFFECTIVE EMBEDMENT. `— 3#5 BARS CONTINUOUS 2` #5 BARS @ 18" O/C HOLDOWN AT BOX COLUMN SCALE: 3/4" = V-0" NSTRUC 1ON JOINT 3/16 3#5 BARS CONTINUOUS 2 #5 BARS @ 18" O/C BOX COLUMN TO EXISTING COLUMN SCALE: 3/4" _ V-0" 0 a ah k o co Lb p in c.® U H co `' Lij D9 L co Q cal 0 LL AM . 5. Uo 761;� '.° STATE: OF Al11 1, �h'rrt;,aetRo c� Q0 r- O z w cn z u U L 0 J Li.I z a d co Q A CONTRACT DATE: 01.05.2016 BUILDING TYPE. N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER. N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, EL 33541 REMODEL PHASE 1 PLOT DATES: TOP/PARAPET EXISTING ROOFING EXISTING METAL DECK EXISTING JOIST ABOVE BREEZEWAY \\ 3/16 Lox 3 1/2x 5/16x 0 -6 EXISTING JOIST LONG @EACH TUBE. %3/16 ATTACH TO EXISTING BEAM WITH 1/2" 0 HILTI HY200 ANCHORS WITH 2 3/4" TOP/BEAM EMBEDMENT +17-1 1/4" HSS6X6X5/16" TUBE @ 4'-0" O/C BOT/BEAM +15'-1 1/4" W24X68 CEILING ELEV _ +14'-0" SECTION BEAM AT GROCERY ENTRY ri SCALE: 3/4" = V-0" S3. 1 THREE 12" BOX BEAM SEE PU SECTION TOP/PARAPET VARIES JOIST/BRG +21'-6 1/2" BOX BEAM AT COLUMN 2 SCALE: 3/4" = V-0" S3.1 3/16 JZ . • L6x4x5/16 w/ 1/20 HILTI HY-70 EPDXY ANCHORS @ 48" O/C STAGGERED EXISTING CMU WALL SECTION JOIST AT EXISTING WALL 3 SCALE: 3/4" = V-0" S3. 1 SECTION TOP/BEAM +10'-7" 6" STUD WALL SEE PLAN FOR SIZE AND SPACING DECK SEE PLAN JOIST SEE PLAN 6" x 14GA (2 1/2" FLANGE) 33 KSI 4X4 14 GA CLIP AT EACH STUD WITH (4) S-12 SCREWS INTO STUD AND HEADER JOIST AT PARAPET 4 SCALE: 3/4" = V-0" S3. 1 6" x 14GA (2 1/2" FLANGE) STUD BRACE @ 4'-0" O/C 1 �1 6" x 14GA (2 1/2" FLANGE) BRACES @ 36" 0/C. PROVIDE (6) S-12 SCREWS AT EACH CONNECTION DECK SEE PLAN' 3/16 JOIST SEE PLAN — .Z—. . — JOIST/BRG +21'-61/2" ., ..� 6" x 14GA (2 1/2" FLANGE) 50 KSI 4X4 14 GA CLIP WITH (6) S-12 SCREWS INTO STUD AND HEADER 6" STUD WALL SEE PLAN FOR SIZE AND SPACING SECTION JOIST AT HIGH PARAPET 5 SCALE: 3/4" = V-0" Sl 1 TOP/PARAPET VARIES JOIST/BR + 4X4 14 GA CLIP AT EACH STUD WITH (4) S-12 SCREWS INTO STUD AND HEADER 6" STUD WALL SEE PLAN FOR SIZE AND SPACING SECTION 14GA x 4" x 4" CLIP w/ (4) S-12 SCREWS INTO BRACE AND PLATE 14GA x 12" X 16" PLATE N FOR SIZE AND SPACING. BEAM WITH (2) 0,145" 0 :D FASTENERS @ 16" O/C :E PLAN E ARCHITECTURAL JOIST AT STUD WALL 7 SCALE: 3/4" = 1'-0" S3. 1 L4x4xl/2 CLOSURE ANGLE. ATTACH TO TOP OF MASONRY WALL WITH1/40" HILTI KWIK CON II SCREWS @ 24" O/C 3/16 L6x4x5/16 w/ 1/20 HILTI HY-70 EPDXY ANCHORS @ 48" O/C STAGGERED EXISTING CMU WALL • SEE PLAN F SEE PLAN KSI SECTION JOIST AT EXISTING WALL 8 SCALE: 3/4" = P-0" 53 1 DECK SEE PLAN JOIST SEE PLAN 3/16 L L6x4x5/16 w/ 1/20 HILTI HY-70 EPDXY ANCHORS @ 48" O/C STAGGERED EXISTING CMU WALL SECTION JOIST AT EXISTING WALL 9 SCALE: 3/4" = V-0" S3 1 EXISTING ROOFING EXISTING METAL DECK Y Y LZ/\V V — CEILING ELEV +14'-0" SECTION BEAM AT GROCERY ENTRY 1O SCALE: 3/4" = V-0" Sl 1 3/8" SHEAR TAB w/ MIN (5) 3/4"0 BOLTS I I o o BOT BEAM W24X68 HSS COLUMN WITH 1/4" CAP PLATE SEE PLAN I CEILING ELEV — — — +14'-0" SECTION BEAM TO COLUMN 11 SCALE: 3/4" = V-0" 53.1 B L-A L-A A C TYP AT MECH D 3/16 V 2 L-B SEE PLAN FOR JOIST SPACING "B" TYPICAL FRAMED ROOF OPENING 1/8 2 L3x 3x 1/4x 0'-6 1/8 2 3/16 2 3/16 2 r DETAIL A DETAIL B DETAIL C�14 CL JOIST * CL OPNG * CL JOIST DO NOT WELD ACROSS JOIST 1/8 2 JOIST BEARING +22"-9 1/2" VERIFY IN FIELD 3 1/2x 5/16x 0'-6" LONG @ EACH TUBE. -ACH TO EXISTING BEAM WITH 1/2" 0 TI HY200 ANCHORS WITH 2 3/4" 3EDMENT x 14GA (2 1/2" FLANGE) BRACES @ 36" O/C. 20VIDE (3) S-12 SCREWS AT EACH CONNECTION x 14GA (2 1/2" FLANGE) @ 16" O/C BOX BEAM SECTION JOIST AT HIGH PARAPET 12 SCALE: 3/4" = V-0" �Sll) J REINFORCE JOIST IF LOAD IS APPLIED BETWEEN PANEL POINTS L3x 3x 1/4 JIL ANGLE STIFFENERS WHERE FRAME LOADS ARE MORE THAN 6" OFF JOIST PANEL POINT (TYP) DETAIL D LOAD LOAD EXISTING JOISTS MECHANICAL UNIT SUPPORT FRAME SCHEDULE (SEE NOTE 5) DIM "A" L SIZE. DIM "B" L SIZE "B" 3 1/2X 31/2X 5/16 4'-0" L4x4x5/16 7'-0" 4X 4X 5/16 6-0" L5x5x3/8 ROOF OPENING FRAME SCHEDULE FOR ANGLE FRAMING SUPPORTING ROOF DECK DIM "A" L SIZE "A" DIM "B" L SIZE "B" 2'-1" 3x3x1/4 4'-0" 303 1/4 3'-0" 3x3x1/4 1.4. 3x3x5/16 4'-0" 3x3x1/4 6'-0" 3 1/2x 3 1/2x 5/16 3x3x1/4 7'-0" 4x4x3/8 U M�1 My A 0 C"3 Q Lo Nc)�Co U)(D00 � U Lu LJJ �z�Q h M- 4 LW � Lb Jrr _ �V<zU co i0oN CE N Q L- I� .0N,A.M�f SO.�. IN '76433 STATE OF 'W %oT-2616---OH2 `v- O N A, 16009 c� co co 0 z w co z w U J Q O J u- w J U) Q _ Q Q 1 3 SECTION TYPICAL FRAMED OPENING Q DETAILS SCALE: N.T.S. S3 1 1. FRAMED OPENING REQUIRED IN ROOF FOR ALL OPENINGS GREATER THAN V-0" AND/OR SUPPORTING EQUIPMENT GREATER THAN 100 POUNDS. 0 2. COORDINATE TYPE OF OPENING REQUIRED WITH APPROPRIATE MANUFACTURER. 0 3. SEE ROOF FRAMING PLAN AND MECHANICAL DRAWING FOR ORIENTATION. 4. WHEN JOIST BRIDGING INTERFERES WITH ROOF OPENING FRAMES, STOP BRIDGING AT EACH SIDE OF Q OPENING AND REPLACE WITH ONE RUN OF "X" BRIDGING EACH SIDE OF OPENING. EXTEND ADDITIONAL "X" BRIDGING ONE JOIST SPACE EACH SIDE OF OPENING ADJACENT TO OPENING. 0 5. WHERE MECHANICAL EQUIPMENT SITS ON ROOF CURB, WELD CURB TO ANGLES WITH 3/16" WELD ALL 0 AROUND OR PROVIDE 1/4" SCREWS @ 8" O/C AROUND PERIMETER. 6. PROVIDE BLOCKING UNDER DECK FLUTES SUPPORTING MECHANICAL CURB Q 0 0 CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A ^N00 15/16" SLOTTED 3/16 10HOLE SECTION A -A J EXISTING � ::. BENT PLATE 3/8xl5x4 x 10" LG. EXISTING JOIST BREEZEWAY @ 4'-0" O.C. SEE SECTION A -A BEAM (2)- 3/4"0 HILTI KWIK BOLT TZ @ 7" O.C. (TIGHTEN TO SET ANCHOR FULLY GROUTED BLOCK THEN BACK OFF 1/4 TURN) PLACE ;" AT ANCHORS AT ANCHOR @ MIDDLE OF SLOT. PROPOSED 8" CMU WALL SECTION SLIP CONNECTION AT CMU WALL r14 SCALE: 3/4" = V-0" S3 1 SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 STRUCTURAL FRAMING SECTIONS S3ml PLOT DATE: i mi I L I I� I IT :—iIlk I I INII� � •. !.Iltl. 1 ih �I;I1�0 J e'��I II. A �� I�.I 1 � I I I 1. '�— I �, � I 4 .: G O z w U) w .`�i ac as aca• J ��4f��t` LEE Q. + MANSKE 0 _ _ a LL. AR97470 �� y •. �� e� /S ++•ynpy.• �/C m 16009 0 0 0 0 0 0 0 0 0 A CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 DEMOLITION PLAN I mo NOT USED N/A PLOT DATE: 1O DEMOLISH EXISTING ROOF GUTTERS. 14 K U Z9� �-w 0 _Ao� M� LD o o0CD a NU�ti C/)cco WwU)`9 U Y rn �-- [-� Z Q w I vxUoC=c_ �UJzUCY) t oN� 0 N LL a Q Y 0� ..»,�0,�` U) All Lu LEE B. 7 � MANSKE , ; o AR97470 .•J >• Y Z Q 2 16009 0 0 0 0 0 0 0 0 CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 ROOF DEMOLITION PLAN 2mO NOT USED N/A PLOT DATE: C C QUESTMARK FLOORING RON PRITT CENTIMARK ROOFING AND FLOORING SOLUTIONS 717-965-9340 (MOBILE) 717-465-0055 (OFFICE) 0 LEE B. a 7 w • Z IVWIdSKE Q AR97470 C 0 U »' LL ✓o 16009 A 0 0 0 0 0 A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 01.05.2016 N/A DEC 2015 N/A N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 FLOOR PLAN 100 ,,1 OLLIES SPECIFIED FLOORING SUBCONTRACTOR N/A C NOT USED 1/4"=1'-0" 1 D I PLOT DATE: 14'-0" 1O PROVIDE TRANSOM OPTION TO 10'-0". O2 180 DEGREE PEEPHOLE. O3 KICKPLATE ON PUSH SIDE ONLY. ® UNDERCUT WOOD DOORS. GLASS SCHEDULE OA 1" INSULATED GLASS (J SAFETY GLASS BY MFR. © 1" INSULATED TEMPERED GLASS 1/4" TEMPERED GLASS NOTE: PROVIDE STOREFRONT WINDOWS WITH A SHGC OF .46 OR BETTER. DAYTIME VISIBILITY INTO DINING ROOM SHALL BE MAINTAINED. **** ALL STOREFRONT GLAZING SHALL BE LOW "E" SOLAR GLASS **** (HAND DRYER) CUSICK SALES, INC. XLERATOR XL-W JOHN LAIRD 215-659-6666 REFER TO QUOTE #1222015JL (BABY CHANGING TABLE) AMSCO KOALA CARE PRODUCTS MODEL #KB-200 COLOR: GREY (1) 800-992-4282 ASK FOR OLLIES BARGAIN BARN DISCOUNT (SWINGING WAREHOUSE DOORS) ELIASON CORPORATION MODEL P11-PLUS COLOR" GRAY (110) 800-828-3655 REFER TO QUOTE #707932 (CART CORRAL) THE PEGGS COMPANY MODEL #OCC2ICR-09 SINGLE-ENTRY, DOUBLE WIDTH, CENTER RAIL LARRY PIKE, EASTERN SALES 804-752-4951 (OFFICE) 804-658-9253 (MOBILE) LARRYP@TH EPEGGSCOM PANY. COM (DOOR LOCKS & HARDWARE) SECURITY SOURCE DANIELLE COOPER 978-983-8142 (OFFICE) 617-233-9503 (MOBILE) DCOOPER@SECU RITYSOURCE. COM (DOCK DOORS) OVERHEAD DOOR COMPANY OF TAMPA BAY 610 SERIES ROLLING STEEL FLORIDA PRODUCT APPROVAL #742.3 KEVIN JONES 813-885-3667 (SLIDING FRONT ENTRY DOORS) NABCO ENTRANCES, INC SYSTEM GT 1175 BIPART AUTOMATIC SLIDER FLORIDA PRODUCT APPROVAL #16167 WINDOW TYPES 1/4"=1'-0" A WINDOW TYPES 1/4"=1'-o" 1 B (STEEL REAR DOORS) (SINGLE -PLY ROOFING) DUROLAST MIAMI/DADE NOA: 13-1106.03 RYMAN COMMERCIAL ROOFING CHRISTIAN RYMAN 813-782-0825 CHRISTIAN@RYMANROOFING.COM OFFICE PLAN 1/4"=1'-o" I F RESTROOM/BREAK ROOM PLAN 1/4"=1'-o" I G I NO. QTY G.C. INST. ITEM DESCRIPTION MFR. & MODEL NUMBER PLUMB ELECT GAS REMARKS NO. B-265 2 X MIRROR, 18" X 36" BOBRICK #B-165-1836 SURFACE MTD B-265 B-275 2 X TOILET PAPER DISPENSER BOBRICK #B-2890 SURFACE MTD B-275 B-290 2 X HAND DRYER XLERATOR #XL-W X SURFACE MTD.-WHITE EPDXY B-290 B-300 2 X GRAB BAR 1-1/2"DIA X 36" S.S. FIN. BOBRICK #B6806X36 SURFACE MTD B-300 B-305 2 X GRAB BAR 1-1/2"DIA X 42" S.S. FIN. BOBRICK #B6806X42 SURFACE MTD B-305 B-310 2 X GRAB BAR 1-1/2"DIA X 18" S.S. FIN. BOBRICK #B6806X18 SURFACE MTD B-310 B-410 1 X SANITARY NAPKIN RECEPTACLE RUBBERMAID #6140 INCLUDES ACCESSORY KIT & MOUNTING HARDWARE B-410 B-600 2 X BABY CHANGING STATION KOALA KARE #KB-200 SEE VENDOR BELOW B-600 N-141 2 X FAUCET (RESTROOMS) T&S FAUCET B-0831-WA X FRANCHISE OPTION N-134: T&S B-2465 N-141 N-208 1 X MOP SINK 24"X24" FLOOR MOUNT SINK AERO MANUF. CO., INC. #3MP-2121-6/1 P X INCLUDES (2) 24"X36" WALL PANELS N-208 N-600 1 X DRINKING FOUNTAIN OASIS P8ACSL X X ADA ACCESSIBLE DUAL FOUNTAIN N-600 N-610 1 X KITCHEN SINK -STAINLESS STEEL CONTRACTOR SELECTED X N-610 C-100 1 X COMMERCIAL CABINETS AND COUNTERTOP CONTRACTOR SELECTED MEDIUM OR DARK GRAY LAMINATE, 6-0" MIN C-100 C-200 1 X 24" COUNTERTOP CONTRACTOR SELECTED MEDIUM OR DARK GRAY LAMINATE C-100 1. NO KEYED ENTRY FROM THE EXTERIOR 8. MOUNT KICKPLATE ON PUSH SIDE ONLY. 2. INSTALL 180 DEG. FIELD OF VIEW PEEPHOLE. 3. INTALL PRY PLATE AND BORE DOOR FOR DEADBOLT AND STORE ROOM LEVER LOCK. 4. BORE DOOR FOR STORE ROOM LEVER LOCK ONLY. 5. ALL HARDWARE SHALL BE US32D U.O.N. 6. ALL HM FRAMES SHALL BE 16 GA STEEL U.O.N. 7. MOUNT DOOR CLOSERS ON SERVICE SIDE ONLY. EQUIPMENT SCHEDULE N/A 9. MAXIMUM DOOR OPERATING PRESSURE: 5 LBS INTERIOR: 8 LBS EXTERIOR. 10. ADA COMPLIANT ACCESSIBILITY SIGNAGE, INCLUDE BRAILLE AS REQUIRED BY THE STATE OF FLORIDA - (1) MEN; (1) WOMEN 11. RESTROOM PARTITIONS: BOBRICK 1080 SERIES, WITH STAINLESS STL. 1 112" WALL POST, LATCH, KEEPER, COAT HOOK (DTL 20/ADA1.0) & MOUNTING BRACKETS. INSTALL PER MANUFACTURER'S SPECIFICATIONS & DETAILS. DOOR HANDLE AND LATCH SHALL BE MOUNTED AT 36" A.F.F. 9 0 rn 'l: 01 o O z w ..,., 0 ;; U) LEE B. : v ® MAP�'Si4E o • a • � • • y O m � w '4' 0 O t,•a AR97470LL Lu Z _ Q wn„ w w J 16009 0 A A A 0 A A A A 0 A 0 CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 01.05.2016 N/A DEC 2015 N/A N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 RESTROOM PLAN AND SCHEDULE 2mO PLOT DATE: hk OLLIES NATIONAL ACCOUNT EQUIPMENT VENDORS N/A I D I PRODUCT APPROVALS N/A I E I DOOR SCHEDULE NOTES N/A ROOFING OVER EXISTING ROOF. DUROLAST SINGLE -PLY MEMBRANE MIAMI-DADE NOA: 13-1106.03 ROOFING OVER NEW ROOF DECK. DUROLAST SINGLE -PLY MEMBRANE FLORIDA PRODUCT APPROVAL: 16039.1 A. PAINT UNDERSIDE OF PARAPET FLASHING WITH FACTORY BONDED PAINT GRIP OR PRIMER B. TOP NAILING AT THE PARAPET CAP FLASHING WILL NOT BE ACCEPTED. C. PENETRATIONS IN ROOFING MEMBRANE AND FLASHING SHALL ONLY BE MADE AS INDICATED IN THE PRODUCT APPROVALS. D. PROVIDE 15 YEAR WARRANTY ON ALL SINGLE -PLY ROOFING MEMBRANE PRODUCTS. E. ALL SHEET METAL FLASHING SHALL BE 22 GA. MINIMUM. F. PENETRATIONS CLOSER THAT 12• FROM ONE ANOTHER WILL NOT BE ACCEPTED. ir Q 0 OF P<OCIO ff..� ®•........r z ui c� LEE B. ; 7 Q ° MANSKE of �. AR97470 U G� u, �� •....•• c/) ❑A 0 A A CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 ROOF PLAN 3mO G 1 1 PRODUCT APPROVALS N/A IC ROOF NOTES N/A D _1 - ,FF NOT USED N/A PLOT DATE: A. ALL DOWNSPOUTS SHALL BE PAINTED EP-2 ALL FLASHING, COPING, AND GUTTERS SHALL BE PAINTED EP-1 ALL RAILINGS REAR OF BUILDING SHALL BE PAINTED EP-1 D. ALL REAR DOORS AND FRAMES SHALL BE PAINTED EP-1. EAST ELEVATION WEST ELEVATION 1O SIGNAGE TO BE PERMITTED BY TENANT UNDER SEPARATE COVER. O2 ALUMINUM AWNINGS SUBMITTED BY VENDOR UNDER SEPARATE COVER. O3 GALVANIZED METAL COPING. PAINT INFIELD. ® EIFS CORNICE. O5 EIFS BUMP OUT. 1'-0" TALL. PROVIDE 1/2" SLOPE AT TOP. © EIFS SILL. 6" TALL. O7 DRAINABLE EIFS FINISH OVER 1/2" PLYWOOD OVER 6" METAL STUDS. 0 DRAINABLE EIFS FINISH OVER CMU. O ADJACENT TENANT FACADE NOT IN SCOPE FOR THIS PHASE. 10 EIFS WAINSCOT. 6" TALL. PROVIDE 1/2" SLOPE AT TOP. 11 TRANSFORMER. 12 PIPE BOLLARD. 13 WALL CAPS FOR RESTROOM VENTILATION. U z z c� 2: �yw _Ao� coy)u) o D Lo (000 a CV C\J r'- Cf) wU) (Dco �ULr) wWU)a� Z ,,,,, w vxUo�=� U J Z L oN� Q N 1-r�yJ o4 .: A Q LEE B. ; 7 0 ® MANSKE o= o r`' •° AR97470 •� �U ui • • \ cf) 16009 0 0 0 0 0 0 0 A CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 01.05.2016 N/A DEC 2015 N/A N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 BUILDING ELEVATIONS A4.0 PLOT DATE: PAINT NOTES N/A I C I EXTERIOR FINISH SCHEDULE N/A I D I NOT USED N/A I E I KEY NOTES N/A I F I I I 1 11 1 1 1 1 I i,. 1 1' III 1'I"N f 1.1'. III611'' II -II I 1111' 1,,,..111 II 1 -- 1 A6.0 SIM. EL. 29'-5 1 /2" _ _ _ _ _ \ T.O. PLATE @ PEAK T I I i 9 I — I / A6.0 I I I 1 I I KRAFT FACED BATT INSULATION. R-13 MIN. 1" EIFS WITH R-6.5 MIN. POLYISO. 6" STEEL STUD. REFER STRUCTURAL FOR SPACII _EL. 12'-11/2" __ --- ___ _ B.O. SOFFIT FRAMING NEW ANODIZED ALUMINUM STOREFRONT WINDOWS EL. 3 -0 _ _ _ SILL R.O. —_ 2" X 12" VENT LOUVER. DUROLAST SINGLE -PLY ROOFING OVER TWO LAYERS OF 2" AND 1 LAYER OF 1/2" RIGID POLYISO INSULATION. R-25 MIN. _EL. 21'-4" _ _ _ _ ...... ...... T.O. EXISTING PLATE I I I DUROLAST SINGLE -PLY ROOFING OVER TWO LAYERS OF 2" AND 1 LAYER OF 1/2" -- RIGID POLYISO INSULATION, R-25 MIN, OVER EXISTING ROOF. INSTALL PER MIAMI-DADE NOA: 13-1106.03 SEE STRUCT. APPLY STUCCO OVER VISIBLE PORTIONS OF EXISTING FACADE INSIDE THE BUILDING \ TO PROVIDE A SMOOTH SURFACE. i I 19 A6.0 _EL. 10'-0" ________ __ B.O. EXISTING CONCRETE HEADER a' SIDEWALK. SEE SITE PLAN. FOUNDATION AND SLAB. SEE STRUCT. BEYOND. '4• SEE STRUCT ROOF JOISTS-. SEE STRUCT. INNNN{NINNNNNNNINNNNNNINNNNNINNI NINIY'•NNNNNNNNNNNNNNNNNN \_tea EXISTING ROOF STRUCTURE TO REMAIN. FOOTING AND SLAB. _EL. 16-11/4" _ B.O. NEW BEAM _._._._._._._._. i _EL. 14'-0" ___________ CEILING HEIGHT Lm 0 it SEE STRUCT. U Z9)� Qom w CV c) cm co U) (o � u Lli '\ LLI �%I~TIU�=cam t—VJzL t oN� C� 0 N 4��yJ LL F+� a 0 rn cr Q ,(`�r • • yid W ..•• :� c/) •.°ui LEE B. - 7 J MAIvSKE Q s n • e � ` �•me AR97470 •••�U OJ �? J LL /• w Y z Q 00 w --MAIN. 16009 0 A A 0 0 0 0 0 CONTRACT DATE: 01.05.2016 LL. BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 a REMODEL PHASE 1 WALL SECTIONS vs ■ 0 WALL SECTION @ VESTIBULE 1/2"=V-0" 1 A I PLOT DATE: i WALL SECTION @ TOWER LEG 1/2"=1'-0" g DUROLAST SINGLE -PLY ROOFING OVER TWO LAYERS OF 2" AND 1 LAYER OF 1/2" RIGID POLYISO INSULATION. R-25 MIN. I I i EL. _23-5112" ...... ...... ..... ............ T.O. PLATE I I I I I I I I I I EL.21'-4" T.O. EXISTING PLATE J I I TOWER BEYOND. KRAFT FACED BATT INSULATION. R-13 MIN. 1" EIFS WITH R-6.5 MIN. POLYISO. 6" STEEL STUD. REFER TO STRUCTURAL FOR SPACING. I _EL. 10'-2" _ _ 1 HEADER R.O. -- - ----- - - - - - - -------- - \- I I I I ------ DUROLAST SINGLE -PLY ROOFING OVER TWO LAYERS OF 2" AND 1 LAYER OF 1/2" RIGID POLYISO INSULATION, R-25 MIN, OVER EXISTING ROOF. INSTALL PER MIAMI-DADE NOA: 13-1106.03 DO NOT LEVEL CMU SURFACE ABOVE CEILING FINISHES. SOFFIT VENT. 13 A6.0 EIFS FINISH CEILING WITH MIN R-6.5 MIN. POLYISO. APPLY EIFS TO EXTERIOR FACING CMU TO PROVIDE FLAT SURFACE. POLYISO INSULATION SHALL BE R-6.5 MIN. NEW ANODIZED ALUMINUM STOREFRONT WINDOWS EL.3-0" I _ SILL R.O. ; \ APPLY EIFS TO EXTERIOR FACING CMU TO PROVIDE FLAT SURFACE. POLYISO INSULATION SHALL BE R-6.5 MIN. BEYOND. ROOF DECK. SEE STRUCT. jI ROOF JOISTS. I SEE STRUCT. I I 8 I A6.0 I I EXISTIN REMAIN ROOF STRUCTURE TO EXISTING CMU WALL. (CROSSHATCHED) _EL. 14'-0" _ — / - - - - - - - CEILING HEIGHT _EL.1_0'-0" B.O. EXISTING CONCRETE HEADER 17 A6.0 18 A6.0 SURFACE SILL NEW CMU INFILL TO NEW SILL HEIGHT EXISTING CMU WALL. (CROSSHATCHED) U z z Z d- �-w 0 Qom co")US o Lo Q CV c) U) (o00 VWwCf)`o �wc)o v�W�ac� xJ°r _5 (y) Vaz-> D N vcr ";I- 0 LL 0 r- v rn ra _--clCIT'� O ++ �� J : LEE B. Q • MANSK.E o - -- 0 G� AR97470 �U w �� • ••.....••° Y 16009 0 0 0 0 0 0 A CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 WALL SECTIONS FLOOR PLAN 1/4"=1'-a' ( A WALL SECTION AT EXTERIOR SOFFIT 1/2"=1'-0" B A5.1 PLOT DATE: IN I_ 111 J\�_ I I I \I1 I - I I Y XI I I I /'V I I I EIFS EXTERIOR FINISH 1/2" PLYWOOD OVER 6" STUDS WITH R-13 KRAFT-FACED BAIT r 1N INSUL. EXISTING CONCRETE FRAME AND CMU INFILL WALL ABOVE. FRAMED HEADER. SEE STRUCT. 0 EIFS EXTERIOR FINISH 2" POLYISO AT HEADER. BACKER ROD AND EIFS EXTERIOR FINISH SEALANT _..---SHIM `- BACKER ROD AND ANODIZED ALUMINUM SEALANT STOREFRONT. DRAINAGE TRACK CMU WINDOW HEAD 3" = V-0" 117 SOFFIT 3" = T-0" 113 ANODIZED ALUMINUM STOREFRONT. a FLASHING SET IN Q SEALANT 4 WHITE SOLID SURFACE SILL AND APRON FLASHING SET I a a4 SEALANT. a SHIM EXISTING CONRTE OR CN U RIOUGH OPENING. 77 S EL DOOR. EIFS EXTERIOR FINISH SE SHEET A2.0. a NEW 12" CMU INFILL TO a SILL HEIGHT. Q EXISTING CMU SILL BELOW. CMU WINDOW SILL 3"=1'-0" 11831 STEEL DOOR HEAD 3"=1' o"114 1" DRAINABLE EIF GYPSUM BOARD OVER 6" STEEL STUD FRAMING. SEE STRUCT. HEADER. SEE STRUCT. KRAFT-FACED BATT INSULATION. R-13 MIN. STEEL DOOR. SHIM. DRAINAGE TRACK SE SHEET A2.0. DRAINAGE TRACK AD COMPLIANT FLASHING TO MATC SEALANT ALUMINUM STRESHOLD WINDOW FRAME. AT EXTERIOR DOORS ONLY. TRANSITION TO THRESHOLD AT VC r. SEE FINISH PLAN. EXTERIOR DOOR ONLY BACKER ROD AN SEALANT. aa. ANODIZED ALUMINUM a / STOREFRONT FRAMING. ^ A FRAME WINDOW HEAD 3 =1'-0" 119 ALUMINUMANODIZED ,------STOREFRONT FRAMING. I SEALANT FLASHING TO MATCH SOLID SURFACE SILL AN WINDOW FRAME. APRON KRAFT-FACED BATT BACKER ROD AN JINSULATION. R-13 MIN. SEALANT. GYPSUM BOARD OVER f 1" DRAINABLE EIF STEEL STUD FRAMING. SEE STRUCT. FRAME WINDOW SILL 3"=V-0" 120 STEEL DOOR THRESHOLD 3' = T-0" 11 S I - 111' ' I'' _ II ' 11911 111, [ Ti III I Pt';II A I_1.11..I1 -I I I 6" STEEL STUDS AND KRAFT-FACED BATT INSUL DUROLAST SINGLE -PLY MEMBRANE DUROLAST TRIM 12" X 12" LOUVER. �- DUROLAST SINGLE -PLY r MEMBRANE LOUVER 3" = V-0" 1 9 NOT USED 3' = 1'-0" 111 1 I 'I E11 III ILL— I 1X SHIM GALVANIZED METAL COPING. PAINT IN FIELD. 1/2" EXTERIOR GRADE PLYWOOD SHEATHING V TURN DUROLAST ROOFING OVER PARAPET MCI 2X10CAP z 7! 2 � d- �"w c� 7 :�oA o �— LM D Lo 00!1I a NoNc. L �D*co r-- a0 �VWWYa� F„D I— 1 �xOWN! W c)or=c-- �UJzv`r' 1/2" PLYWOOD OVER 6" Lo N STUDS WITH R-13 — KRAFT-FACED BATT INSUL. ON J ILL BUILT UP FOAM CORNICE. 1" THICKER PER STEP. TOWER CAP 3" GALVANIZED METAL COPING. PAINT IN FIELD. TURN DUROLAST OVER PARAPET 04 /— BRACING. SEE STRUCT. WALL. EIFS EXTERIOR FINISH. DUROLAST SINGLE -PLY ROOFING MEMBRANE OVER TWO LAYERS OF 2" AND ONE LAYER OF 1/2" RIGID POLYISO INSULATION. MIN R-25. 2X BLOCKING --- NEW JOISTS AND ROOF DECK. SEE STRUCT. a DUROLAST SINGLE -PLY ROOFING MEMBRANE OVER TWO LAYERS OF 2" AND ONE LAYER OF 1/2" RIGID POLYISO INSULATION, MIN R-25, OVER EXISTING ROOF AND STRUCTURE. 0 EAS �- EXISTING ROOF MEMBRANE AND DECK a EXISTING ROOF STRUCTURE a EXISTING a . CONCRETE/CMU PARAPET WALL ROOF TRANSITION 3"=1'-9' g 02 0 0 r` BUILT UP FOAM CORNICE. 6' cc 1" THICKER PER STEP. Q 1 -cc cry._ O r; Q F F` 4 . w U) z v LEE B. y DUROLAST SINGLE -PLY ROOFING K/ • a M A N S KE o MEMBRANE OVER TWO LAYERS'F` ` OF 2" AND ONE LAYER OF 1/2" %� 0 AR97470 e U w RIGID POLYISO INSULATION. MIN �� w R-25. '® m rQ w 16009 a a ROOF DECK. a SEE STRUCT. a ROOF JOIST. a SEE STRUCT. a 6" LINTEL. SEE STRUCT. a J Q a a —1/2" PLYWOOD OVER 6" STUDS WITH Q R-13 KRAFT-FACED BATT INSUL. A —1/2" PLYWOOD OVER 6" STUDS WITH R-13 KRAFT-FACED BATT INSUL. CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: SITE NUMBER: STORE NUMBER: DEC 2015 N/A N/A PARAPET CAP 3' = 1'-0" 1 " 1 SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 CONSTRUCTION DETAILS 6mO PLOT DATE: 1' 1 _ III I _. I _ I _ 1 II II' I I I III I I I 1 11V 1 _1 1 1! liVill, ,I I I I IILINTI III I,: III ail �7 III t II°I, 1 11 III II 1 1 U Z W d- �-A a� CM rr w o D L,n a N()CCY, u,c/) (c)� �VwrrU) �wzoY� C.) (o V z oN� ,v p N LL o4 o _U LEE B. :�'` 7i • Q MANSK.E � o �.f O �. f AR9747U f� �U LL J `�j�� ui f SaiffOf11111 V�� Z G V 0 0 0 0 0 0 0 0 0 CONTRACT DATE: BUILDING TYPE: PLAN VERSION: SITE NUMBER: STORE NUMBER: 01.05.2016 N/A DEC 2015 N/A N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 FINISH PLAN PLOT DATE: 7mO 1O DOCK LIGHT. SEE ELECTRICAL. 0 WALL PACK LIGHT. SEE ELECTRICAL. O3 LINE DEPICTS CHANGE IN CEILING PLANE. NO CEILING THIS AREA. O SOFFIT VENT. © DEMOLISH EXISTING RTU CURB SUPPORTS. O DEMOLISH WALL. SEE SHEET D1.0. ® DEMOLISH FURRED WALL ELEMENT AND DOORWAY AWNINGS. 0 EXISTING HIGH DOORWAY. PREP TO RECEIVE NEW CMU. CREATE NEW ROOF OPENINGS AS REQUIRED TO INSTALL NEW RTU CURBS. REFER 10 TO MECHANICAL DRAWINGS. 11 ADJACENT HIGH ROOF NOT PART OF SCOPE. 12 ADJACENT LOW ROOF NOT PART OF SCOPE. 13 SEE MECHANICAL FOR SUPPLY AND RETURN DUCTS THIS AREA. 14 CONCENTRIC DIFFUSER. SEE MECHANICAL. 15 WALL CAP EXHAUST FOR RESTROOM FANS. 16 EXISTING ROOF LADDER TO REMAIN. 15 o 0 I_OII 0 2 0 0 0 8'-0" F-1 F-1 F-1 F-1 F--] II 01, LIED x TROFFER FER 14 12" EXHAUST FAN LED Ex LED LIGHT HVAC RETURN GRILLE � LED FIXTURE O DOWNLIGHT HVAC SUPPLY DIFFUSER EMERGENCY LIGHTS EXIT LIGHT HVAC PERFORATED (WALL MOUNTED) SUPPLY DIFFUSER ----T CEILING SYMBOL LEGEND N/A SUSPENDED CEILING: A. ACOUSTICAL PANEL INSTALLATION: INSTALL ACOUSTICAL PANELS WITH EDGES IN CLOSE CONTACT WITH METAL SUPPORTS AND IN TRUE ALIGNMENT. B. ALLOWABLE VARIATIONS FROM FLAT AND LEVEL SURFACE: 1/8" IN 1G-0" MAX. C. ALLOWABLE VARIATIONS FROM PLUMB OF GRID MEMBERS: AS CAUSED BY ECCENTRIC LOADS, 2' MAX. D. INSTALL SYSTEM AFTER MAJOR ABOVE CLG. WORK IS COMPLETE. COORD LOCATIONS OF HANGERS WITH RELATED WORK. GYPSUM BOARD CEILING: A. SUBSTRATE SHALL BE 1/2" THICK GYP BD. B. ACOUSTICAL SEALANT: APPLY TO GYP. BD. PANELS AS INDICATED IN SPECS. GYP. BD. FINISHING AND DECORATING: REFER TO DWGS FOR TEXTURE AND FINISHES. ELECTRICAL: A. SEE ELECT. DWGS. FOR FIXTURE SCHED. CEILING SYMBOL LEGEND N/A I D A. THE GENERAL CONTRACTOR SHALL PROVIDE A FIRE SPRINKLER DESIGN COMPLETED BY A QUALIFIED PROFESSIONAL, PROVIDE SHOP DRAWINGS TO THE ATTENTION OF THE ARCHITECT, AND ANOTHER COPY TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL BY THE JURISDICTION.. B. THE GENERAL CONTRACTOR SHALL PROVIDE A FULLY FUNCTIONING FIRE ALARM SYSTEM, READY FOR MONITORING. GENERAL NOTES N/A ;y a� R ji Cy) O W W }'. •tP } i cr °� J LEE B. 1-7 <, Ir •: o MANSKE a f _ �`•�, w AR97470 cYn s: 1�w w 1 ` 16009 } , f Q � t � , 1 i + 6 r•(!. 0 CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 } SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT t ,s 5935 GALL BLVD r `; ZEPHYRHILLS, FL 33541F:.; % :1 REMODEL' PHASE 1 I , i fr T� REFLECTED CEILING d Ki u PLAN 7ml ' PLOT DATE: ,' Q U MIRROR MTD @ 40" A.F.F. z MAX TO BOTTOM OF H REFLECTING SURFACE LAV. z VERTICAL S.S. GRAB INSULATE HOT WATER & DRAIN BAR (IF RQ'D) PIPES DRYER NOTES: 48" S.S. GRAB BAR PAPER TOWEL DISPENSER Z � 1. TOP OF GRIPPING SURFACE T.S. COVER DISPENSER SHALL PULL STATION w O 14 MIN. / 17 MAX. v 33 TO 36 MAX TO THE TOP OF 39" to 41" BELOW GRAB RAIL PROJECTION FROM M 0" MAX > 0-25" M �� BE MOUNTED 1 1/2" (MIN.) A O THE BAR. SEE NOTES BELOW WALL URINAL w 9� © � 2. 12" MINIMUM CLEAR 6" TO 12" MAXLo ABOVE GRAB BAR — — N O 0 �� cy) 2�-p° � - w -- o 0 z '� 36 S.S. GRAB BAR r g Q O LL '_ v v¢ Q 00 33" EXCEPT @ O Q Lu j— W U TANK TOILETS, cc z�y k x WHICH SHALL BE Q ❑ 7x 36 } Q o o)co co0 O co LU i = T �VJZUcy) 19" TO 48" A.F.F. FOR OPERABLE \-6" MAX. DEPTH x 30" MIN. WIDTH TOE ... 0 N ij OPENING W/O OBSTRUCTION CLEARANCE J.. FROM GRAB BAR SWITCHES qzl 8" MIN. DEPTH x 30" MIN. THERMOSTAT 0 N CONTROLS MOUNTED ON WIDTH KNEE SPACE o J 10" MAX. 30" 30" 24" MAX. WIDE SIDE OF TOILET AREA FIRE ALARM Q LL MOUNTING HTS. & CLEARANCES FOR ACCESSIBILITY BY THE DISABLED N.T.S. 1 a � z _ _ ¢ 6-0"MIN. (1525) 14 M PROTRUDING OBJECT z LO 3'-0" MIN. (9 5) 6" MAX. (150) O FREESTANDING OBJECT wU �o EXAMPLE: DRINK MACHINE, ETC. MOUNTED ON POSTS OR z m r c� PYLON MAY OVERHANG 12" w O -� MAX FROM 27" TO NY — Q o 17" MIN. TO o ABOVE FINISH FLOOR 12" z 18" MAX co U z❑LOW o ao v W z f- ZZD OBJECT PROJECTION FROM CLEAR I z z co z ❑O 0 m 10" MAX > 10-24" MAX WALL BETWEEN 27" TO 80" ED' FLOOR cr ABOVE FINISH FLOOR SHALL SPACE b z co TOILET PAPER ao '7 � PROTRUDE NO MORE THAN I N 't u- O 4 36" MIN. CLR. 0 4" MAX. VERTICAL GRAB w An ACCESSfBLE ROUTE � in o (100) BAR. SEE DTL 1 ` ' w ; e OBJECT PROJECTIONEE �,co FROM WALL LESS THAN d I Al( �r 48" MIN. 2'-8" MIN. w } a MANSKE O 27" ABOVE FINISH FLOOR 131/2" v w z " a -i MAY PROTRUDE ANY lAr:MAX (815) O z U i- O ` 'p A _ ° w AMOUNT " a� . Q g = ° F a, AR07�?70 s°rU 1 c" ** IF TOILET STALL IS a z O U •° cn CONDIMENTS FLOOR SHALL BE CONSTRUCTED OF SOLID WALLS Q � g p �",> `°a9°°° °° °` SLIP -RESISTANT SURFACE WITHOUT 9" OF TOE CLEARANCE w = Q AND LEVEL WITH MAX 1/4" UNDER PARTITION, PROVIDE �' Q F JW w CHANGE IN LEVEL ADDITIONAL 6" WIDTH AND DEPTH O w NOT USED N.T.S. Ila! REACH RANGES N.T.S. 14 INT. ACCESS. ROUTE CLEARANCES 1/2 — 1-0 10 ACCESSIBLE URINAL 3/4 —1-0 6 STANDARD TOILET STALL N.T.S T2 (!�" 16009 8" 8" REQ'D IN MAX. MAX. REQ'D IN g CA ONLY CA ONLY SIGN POST OBSTRUCTION m O GRAB BAR SHALL BE 1-1/4" TO 2" MAX., LL A&I— _ — OUTSIDE DIA.- TYPICAL Z cr 0 GRAB BAR DIMENSIONS 3-27-13 L—J 1„ o O 6n I e MISC.CHANGES 9.06.13 J 12 U w r CLEAR z I z A MISC.CHANGES 10.25.13 cn � p w 12" MAX MIN. � FLOOR g w m w CLR. w SPACE ( A PROTOTYPE UPDATES 2.13.15 QO w vi 7" MIN. A PROTOTYPE UPDATES 11.02.15 cr�cnz 2- 1/4"x3'EXPANSION ANCHORS AT I Q co0 ° = O m F - C° MASONRY OR CONC. WALL 2- #10x2" Jm _ SCREWS AT WOOD OR STEEL STUD p O Q O WALL-TYP. 0 ~ z = w a O 48" MIN. (_ 1/8"x2" BENT PLATE WELDED TO RAIL N z_ Q AND1/8"x3" DIAMETER MOUNTING ACCESSIBLE ROUTE WALK PLATE @ 4'-G' CONTRACT DATE: 01.05.2016 2"x6" BLOCKING AT WOOD STUD WALLS I (OMIT BLOCKING AT MASONRY OR I BUILDING TYPE: N/A CONC. WALL) - TYPICAL PLAN VERSION: DEC 2015 ACCESSIBLE RESTROOM DOORS N.T.S. 15 PROTRUDING HAZARDS 1/2" =1'-p" 11 GRAB BAR 3" - T-0" 7_1 ACCESSIBLE LAVATORY 3/4"-1'-9' 3 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 'I( 1. INDICATED DIMENSIONS, HEIGHTS, DEPTHS, AREAS AND OTHER GRAPHIC CLEAR� INFORMATION ARE PROVIDED AS MINIMUMS THAT MUST BE MAINTAINED. 5935 GALL BLVD ZEPHYRHILLS, FL 33541 MOUNT COAT HOOK ON ❑ THE DETAILS SHOWN ARE CONCEPTUAL ONLY AND INTENDED TO SHOW INSIDE OF TOILET STALL REINFORCED S.S. O DOOR —� LATCH WITH THROUGH w ABSOLUTE MINIMUMS AND SHALL BE COORDINATED WITH THE OTHER BOLTED KEEPER. ADA o w m I CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT. COMPLIANTU01T U w 2. 60" TURNING SPACE 0 v I - PERMITTED OVERLAP LIMITED TO 1 ARM OF T-SHAPED SPACE X I Q I - CAN OVERLAP FIXTURE & DOOR CLEARANCE �C -DOOR CAN SWING INTO TURNING SPACE A MAXIMUM OF 12" REMODEL S.S. PULL (BOTH SIDES) ON ALL ACCESSIBLE u- — — 3. RESTROOM, IN GENERAL, DOOR SWING MUST BE OUTSIDE OF THE FXTR CLEAR TOILET STALLS. MOUNT LL ACCESSIBLE ROUTE FLOOR SPACE HOWEVER A DOOR CAN SWING INTO FIXTURE CLEAR FLOOR PHASE 1 PULLS BELOW LATCH Q 48" SPACE IF WHEELCHAIR SPACE 30"X48" IS PROVIDED BEYOND THE DOOR SWING. AND KEEPER. 00CD N 19" 30CLEAR LL CLEAR 4. TOILET ROOM MUST ALLOW FOR SIDE TRANSFER - 42" BETWEEN FIXTURES BOBRICK OR CHRISTY Q — — COMMERCIAL ao t r HARDWARE &SUPPLY NT NOTE: DOOR HOOKS 1 ACCESSIBILITY WAREHOUSE #039-6529 OR SIMILAR SHALL BE PLACED IN w ADA COMPLIANT HOOK. ACCESSIBLE STALLS � U REQUIREMENTS BETWEEN 40" MIN TO L' CHRISTYHARDWARE.COM 48" MAX ABOVE FINISH Q 877-544-5400 FLOOR NOTE: 1. MAINTAIN 36" MIN. CLEAR AISLE EGRESS PATHS TO EXIT DOORS. mO NOTE: SEE DOOR SCHEDULE. AND DOOR SCHEDULE NOTES NOTE: SEE DOOR SCHEDULE. AND DOOR SCHEDULE NOTES 2. INTERNATIONAL SYMBOL OF ACCESSIBILITY REQUIRED ON TOP EDGE OR FRONT OF ALL ACCESSIBLE TABLES. COAT HOOK N.T.S. 1201PARTITION DOOR LATCH @ PULL 116 CHANGES IN LEVEL N.T.S. 12 DINING ROOM SEATING CLEARANCES N.T.S. 8 GENERAL NOTES 4 PLOT DATE: ;(> u I. GENERAL PROVISIONS A. OVERVIEW II. INSULATION 1. ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH ALL STATE AND LOCAL CODES HAVING JURISDICTION AND WITH THE REQUIREMENTS OF THE UTILITY COMPANIES WHOSE SERVICES MAY BE USED. ALL MODIFICATIONS REQUIRED A. GENERAL PIPE INSULATION BY THESE CODES SHALL BE MADE BY THE CONTRACTOR WITHOUT ADDITIONAL CHARGES WHERE CODE REQUIREMENTS ARE LESS THAN THOSE SHOWN ON THE PLANS OR IN THE SPECIFICATIONS, THE PLANS AND SPECIFICATIONS SHALL BE 1. FIBERGLASS SHALL BE ACCEPTABLE FOR INDOOR HOT & COLD DOMESTIC; HYDRONIC PIPING; AND INSULATED DRAINAGE FOLLOWED. WHERE APPLICABLE, NFPA REQUIREMENTS SHALL BE MET. PIPING. PROVIDE PREFABRICATED FITTINGS FOR ELBOWS AND TEES. PROVIDE PREFAB PVC FITTINGS OR WHITE ALL 2. IN CASE OF ANY CONFLICTS BETWEEN CONTRACT DOCUMENTS, THE STRICTER/MORE STRINGENT SHALL GOVERN. SERVICE (INTEGRAL TO PREFAB PIPING ELBOW) PIPING ELBOW JACKETING. PROVIDE PIPE LABELING FOR ALL INSULATED, JACKETED INDOOR PIPING. PVC JACKETING SHALL NOT BE PERMITTED IN RETURN PLENUM AREAS. ALL JACKEING SEAMS 3. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, INSPECTIONS, AND APPROVALS AS REQUIRED BY ALL AUTHORITIES SHALL BE SEALED AIR -TIGHT FOR CONTINUOUS VAPOR BARRIER. HAVING JURISDICTION AND DELIVER CERTIFICATES OF APPROVAL TO THE ENGINEER. ALL FEES AND COSTS OF ANY 2. FITTINGS AND VALVES SHALL BE INSULATED WITH PRE -FORMED FITTINGS, FABRICATED SECTIONS OF PIPE INSULATION, NATURE WHATSOEVER INCIDENTAL TO THESE PERMITS, INSPECTIONS AND APPROVALS MUST BE ASSUMED AND PAID BY TANK INSULATION, BLANKET INSULATION, OR INSULATING CEMENT. THICKNESS SHALL BE EQUAL TO ADJACENT PIPE THE CONTRACTOR. INSULATION. FINISH SHALL BE WITH PRE -FORMED PVC FITTING COVERS OR AS OTHERWISE SPECIFIED ON CONTRACT 4. THE CONTRA ALL MPLY CTOR SH CO WITH ALL APPLICABLE PROVISIONS OF O.S.H.A. DRAWINGS. 5. THE WORKMANSHIP AND MATERIALS COVERED BY THESE SPECIFICATIONS SHALL CONFORM TO ALL ORDINANCES AND 3. FLANGES, COUPLINGS AND VALVE BONNETS SHALL BE COVERED WITH AN OVERSIZED PIPE INSULATION SECTION SIZED REGULATIONS OF THE CITY COUNTY AND OR OTHER A TH I I D I U OR TIES HAVING JUR S ICT ON E AME INSULATION THICKNESS AS ON THE MAIN PIPE SECTION. AN OVERSIZED INSULATION SECTION TO PROVIDE TH S T F RM A COLLAR BETWEEN THE TWO INSULATION SECTIONS WITH LOW-D NSITY BLANKET SHALL BE USED O O E 6. CONTRACTOR SHALL VISIT THE SITE AND EXAMINE EXISTING CONDITIONS BEFORE SUBMITTING BID. NO ALLOWANCE N CATION BEING USED TO FILL GAPS. JACKETING SHALL MATCH THAT USED ON STRAIGHT PIPE SECTIONS. ROUGH I SU WILL BE MADE FOR LACK OF KNOWLEDGE OF EXISTING CONDITIONS WHEN SUCH CONDITIONS CAN BE DETERMINED BY CUT ENDS SHALL BE COATED WITH SUITABLE WEATHER OR VAPOR RESISTANT MASTIC AS DICTATED BY THE SYSTEM OBSERVATION. LOCATION AND SERVICE. ON HOT SYSTEMS WHERE FITTINGS ARE TO BE LEFT EXPOSED, INSULATION ENDS SHOULD BE 7. PRIOR TO SUBMITTING DATA FOR OR PURCHASING EQUIPMENT REQUIRING ELECTRICAL SERVICE, THE CONTRACTOR BEVELED AWAY FROM BOLTS FOR EASY ACCESS. SHALL VERIFY THAT ELECTRICAL CHARACTERISTICS OF EQUIPMENT SUBMITTALS COMPLY WITH ELECTRICAL SERVICE PROVIDED FOR THE SPECIFIED ITEMS OF EQUIPMENT. B. INSULATION THICKNESS 8. UPON RECEIPT OF THE CONTRACTOR OF REVIEWED SUBMITTALS FOR EQUIPMENT PROVIDED UNDER THIS DIVISION, THE CONTRACTOR SHALL COORDINATE THE ELECTRICAL SERVICE REQUIREMENTS, I.E., MOTOR HORSEPOWER AND FULL LOAD 1. DOMESTIC COLD WATER INSULATION SHALL BE 1" MINIMUM OR AS REQUIRED BY LOCAL ENERGY CODES. AMPS ELECTRI AL ERVI E H RA R I R EA H ITEM F C S C C A CTE ISTICS (VOLTAGE AND PHASE), AND NUMBER OF SERV CES FO C 0 , 2. FOR MEDIA BELOW 60 DEGREES INSULATION SHALL BE 1" UP T01-/ PIPE SIZE; 1.5" THICK UP TO 3" PIPE SIZE; AND E UIPMENT RE UIRIN ELE RI L NN I W IFI ATI NS. Q Q G CT CA CO ECT ONS ITH THE ELECTRICAL DRAWINGS AND SPEC C O 2" THICK BEYOND 3" PIPE SIZE. 9. ITEMS ON OR PROJECTING THROUGH THE CEILING SHALL BE COORDINATED WITH OTHER TRADES. 3. CHILLED WATER PIPING INSULATION SHALL BE 1" UP TO 1-1/4" PIPE SIZE, 1.5" UP TO 3". 10.EQUIPMENT MODEL NUMBERS ARE PROVIDED FOR GENERAL GUIDANCE, CONTRACTOR SHALL PROVIDE EQUIPMENT C. FIBERGLASS PIPE INSULATION THAT MEETS THE PHYSICAL CAPACITIES AS SCHEDULED AND GENERAL ARRANGEMENT AS INDICATED IN THE DRAWING SET. CONTRACTOR SHALL VERIFY EXACT, CURRENT MODEL NUMBERS WITH THE MANUFACTURERS. 1. ONE PIECE FIBROUS GLASS PIPE INSULATION WITH FACTORY APPLIED ALUMINUM FOIL AND WHITE KRAFT PAPER FLAME RETARDANT VAPOR BARRIER JACKET. 2. PROVIDE SELF-SEALING LONGITUDINAL JACKET LAPS AND BUTT STRIPS. AVERAGE THERMAL CONDUCTIVITY: 0.23 B. OPERATION AND MAINTENANCE INSTRUCTIONS BTU/IN. PER SQUARE FOOT PER DEGREES F PER HOUR AT 75 DEGREES F MEAN TEMPERATURE. 1. THE CONTRACTOR SHALL PROVIDE TWO OPERATION AND MAINTENANCE MANUALS. THE MANUALS SHALL BE 3. PROVIDE INSULATION CEMENT, FIBERGLASS REINFORCEMENT FABRIC, VAPOR BARRIER COATING, FOR CONTINUOUS, COMPILED IN HARD BACK, THREE RING NOTEBOOKS. 0&M MANUALS SHALL HAVE PERMANENT LABELS ON FRONT AND AIR -TIGHT INSULATION WITH VAPOR BARRIER. SIDE. THE FOLLOWING INFORMATION SHALL APPEAR IN EACH MANUAL: 2. PROVIDE MANUFACTURER'S PRINTED OPERATING PROCEDURES TO INCLUDE START-UP, BREAK-IN, ROUTINE AND NORMAL OPERATING INSTRUCTIONS; REGULATION, CONTROL, STOPPING, SHUTDOWN AND EMERGENCY INSTRUCTIONS; D. FOAMGLASS PIPE INSULATION AND SUMMER AND WINTER OPERATING INSTRUCTIONS. PROVIDE MAINTENANCE PROCEDURES FOR ROUTINE 1. FOAM GLASS TYPE PIPE INSULATION SHALL HAVE MAXIMUM K_FACTOR OF 0.38 AT 50 DEGREES F MEAN TEMPERATURE. PREVENTATIVE MAINTENANCE AND TROUBLESHOOTING; DISASSEMBLY, REPAIR AND REASSEMBLY; ALIGNING AND MINIMUM DENSITY SHALL BE $ LB/CU. FT., 1 1/2" THICK MINIMUM. PROVIDE MASTIC, FIBERGLASS REINFORCED ADJUSTING INSTRUCTIONS. SERVICING INSTRUCTIONS AND LUBRICATION CHARTS AND SCHEDULES. C. INSTRUCTIONS OF OWNER PERSONNEL 1. BEFORE FINAL INSPECTION, AT A TIME DESIGNATED BY THE DESIGNER, PROVIDE A COMPETENT REPRESENTATIVE TO INSTRUCT OWNER'S DESIGNATED PERSONNEL IN OPERATION, ADJUSTMENT AND MAINTENANCE OF PRODUCTS, EQUIPMENT AND SYSTEMS UNDER THIS DIVISION OF THE SPECIFICATIONS. FOR EQUIPMENT REQUIRING SEASONAL OPERATIONS, PERFORM INSTRUCTIONS FOR OTHER SEASONS WITHIN SIX MONTHS UNLESS REQUESTED OTHERWISE. D. COORDINATION 1. THE PRODUCTS OF PARTICULAR MANUFACTURERS HAVE BEEN USED AS THE BASIS OF DESIGN IN PREPARATION OF THESE DOCUMENTS. ANY MODIFICATIONS TO THE MECHANICAL SYSTEMS AND THEIR COMPONENTS, THE ELECTRICAL SYSTEMS, THE BUILDING STRUCTURE AND ARCHITECTURE, OR ANY OTHER PORTION OF THE BUILDING THAT RESULT FROM THE USE OF ANY OTHER THAN THAT BASIS OF DESIGN EQUIPMENT SHALL BE COORDINATED WITH ALL OTHER TRADES. SUCH COORDINATION SHALL OCCUR BEFORE PURCHASE OR DELIVERY OF PRODUCTS FROM THE MANUFACTURER DRAWINGS OR INSTALLED ACCORDINGLY. ANY RELATED MODIFICATIONS SHALL BE PERFORMED WITHOUT ANY ADDITIONAL COST TO THE CONTRACT. 2. RESIDENTIAL GRADE HVAC COMPONENTS SHALL NOT BE PERMITTED WITHOUT SPECIFIC OWNER INSTRUCTION AND ENGINEER APPROVAL. STRAPPING TAPE TO ASSURE AIR -TIGHT MOISTURE -PROOF INSULATION. PROVIDE WITH ALUMINUM JACKETING THAT SHALL BE 0.016" THICK WITH FITTING COVERS 0.024" THICK. PROVIDE WITH 5 WATT/FT HEAT TRACING BELOW INSULATION FOR OUTDOOR, ABOVE -GROUND INSTALLATION. 2. PROVIDE FOAM GLASS INSERTS AT PIPE HANGERS, CLAMPS, OR OTHER SUPPORTS IN FIBERGLASS OR ELASTOMERIC PIPE INSULATION INSTALLATIONS INSERTS SHALL BE SAME THICKNESS AS ADJOINING PIPE INSULATION. VAPOR SEAL SHALL BE AS HEREINBEFORE SPECIFIED. ALUMINUM JACKETING SHALL NOT BE REQUIRED FOR INDOOR INSERTS (PVC OR WHITE ALL -SERVICE FOIL/KRAFTJACKETING MEDIA SHALL BE USED). E. ELASTOMERIC (CLOSED CELL FOAM) PIPE INSULATION 1. ELASTOMERIC SHALL BE PROVIDED FOR ALL REFRIGERANT PIPING AND OUTDOOR INSULATED PIPING AND MAY BE USED FOR INDOOR DOMESTIC OR CONDENSATE PIPING. PIPING WILL REQUIRE JACKETING- ALUMINUM FOR OUTDOOR PIPING OR FOIL/WHITE KRAFT MEDIA OR PVC FOR INDOOR PIPING. PROVIDE WITH FULL ADHESIVE ADHERING SEAMS AND JOINTS FOR CONTINUOUS VAPOR BARRIER. ELBOWS SHALL BE FORMED BY CUTTING SEGMENTS -AT 30 DEGREE ANGLES (3 SEGMENTS AT EACH 90 DEGREE BEND) WITH MASTIC AT ALL SEAMS. PROVIDE PREFORMED JACKETING ELBOWS AT ALL PIPING ELBOWS. C. DUCT FITTINGS 1. SPIN_IN COLLARS SHALL BE GALVANIZED STEEL FOR USE WITH RECTANGULAR OR SQUARE SHEET METAL DUCTWORK. SPIN -IN COLLARS SHALL HAVE AIR SCOOP (FOR SUPPLY DUCTS) AND DAMPER (SUPPLY AND RETURN). 2. TURNING VANES SHALL BE INSTALLED IN ALL 90 DEGREES SQUARE AND RECTANGULAR ELBOWS AND AT OTHER LOCATIONS SHOWN ON THE DRAWINGS WITH THE EXCEPTION OF KITCHEN EXHAUST. 3. CURVED ELBOWS SHALL HAVE A CENTERLINE RADIUS NOT LESS THAN 1 112 TIMES THE DUCT WIDTH. 4. DISSIMILAR METALS SHALL BE ISOLATED TO PREVENT GALVANIC CORROSION. JOINTS NOT PROVIDED WITH GASKETS 1 IN H MINIMUM THICKNESS ASPHALT IMPREGNATED BUILDING PAPER. SHALL BE ISOLATED WITH 1/ 6 C 5. PROVIDE DAMPERS AT RETURN DUCT AND OUTSIDE AIR DUCT CONNECTIONS DOWNSTREAM OF ANY DUCT CONNECTIONS OR TAKE OFFS. I N HALL BE NON-COMBUSTIBLE GLASS FABRIC DOUBLE COATED WITH NEOPRENE 30OZ. 6. FLEXIBLE DUCT CONNECT 0 S S PER SQUARE YARD. 7. FIRE DAMPERS SHALL BE THE FOLDING BLADE FUSIBLE LINK TYPE CONFORMING TO UL 555 AND LABELED FOR ATED W LL AND FLOORS. DAMPERS IN FLOOR SHALL HAVE SPRING OP RATOR. DAMPERS INSTALLATION IN FIRER A S E , EXCEPT FOR LOWER SECTIONS OF A MULTIPLE SECTION ASSEMBLY, AND THOSE INSTALLED BEHIND GRILLES AND VE BLADE T OF THE AIR STREAM WHEN DAMPER IS IN THE OPEN POSITION. DAMPERS IN REGISTERS SHALL HA 5 OU WALLS OR FLOORS RATED 2 HOURS OR LESS SHALL BE RATED FOR 1 1/2 HOURS; DAMPERS IN WALLS RATED 3 OR 4 HOUR D F HO RS. DAMPERS SHALL BE CONSTRUCTED OF GALVANIZED STEEL. PROVIDE AT EACH FIRE SHALL BE RATE OR 3 U RATED WALL PENETRATION (REFER TO ARCH. DRAWINGS) TI-BLADE TYPE NF RMIN T L WITH AN ASSEMBLY TEMPERATURE 8. SMOKE DAMPERS SHALL BE THE MUL CO O G 0 U 5555 RATING OF 250 DEGREES F. DAMPER SHALL BE CONSTRUCTED OF GALVANIZED STEEL, AND SHALL BE PROVIDED WITH A FACTORY -MOUNTED ELECTRIC DAMPER OPERATOR, SUITABLE FOR OPERATION ON 120V, 60 HZ SUPPLY. PROVIDE AT EACH SMOKE BARRIER LOCATION (REFER TO ARCH DRAWINGS). D P T AND IN LUDIN " IN DIAMETER SHALL BE MADE BY USIN SLEEVE 9. DUCT TO DUCT JOINTS IN ROUND UCT U 0 C G 60 G ED BY R LLED BEADS. DUCT -TO -FITTING OINTS IN ROUND DUCT UP TO AND INCLUDING 60" IN COUPLINGS, REINFORC 0 1 DIAMETER SHALL BE MADE BY SLIP_FIT OF THE PROJECTING COLLAR ON THE FITTING INTO THE DUCT. SLEEVE SHALL BE ALVANIZED TEEL AS THE DUCT• INSERTION LENGTH OF SLEEVE COUPLING AND FITTING COLLAR THE SAME GAUGE G S SHALL BE NOT LESS THAN 2". AFTER THE JOINT IS SLIPPED TOGETHER, SHEET METAL SCREWS SHALL BE INSTALLED FOR MECHANICAL STRENGTH; SCREWS SHALL BE EQUALLY SPACED, NO MORE THAN 12" ON CENTERS AND WITH A MINIMUM OF 3 SCREWS IN EACH JOINT. SCREWS SHALL BE PLACED AT 1/2" FROM THE JOINT BEAD. DUCT -TO -DUCT JOINTS IN DUCTS UP TO AND INCLUDING 12" IN DIAMETER FOR PRESSURE CLASS 2" AND BELOW MAY BE THE BEADED -CRIMP TYPE AND EACH JOINT SHALL BE FASTENED WITH SHEET METAL SCREWS, EQUALLY SPACED, NOT MORE THAN 12" ON CENTERS AND WITH A MINIMUM OF 3 SCREWS IN EACH JOINT. THE BEADED -CRIMP JOINT SHALL PROVIDE AT LEAST A 1" LAP TO ACCOMMODATE THE SHEET METAL SCREWS. 10.ALL DUCT JOINTS (LONGITUDINAL, TRANSVERSE) AND DUCT PENETRATIONS SHALL BE SEALED USING METHODS OUTLINED IN SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL. ll.DUCT COLLARS SHALL BE PROVIDED WHERE DUCTS PASS THROUGH MASONRY WALLS AND PARTITIONS WHICH EXTEND FULL HEIGHT TO THE UNDERSIDE OF THE STRUCTURE AND SHALL BE FABRICATED FROM 22 GAUGE GALVANIZED STEEL SHEET. DUCT COLLAR SHALL BE PROVIDED ON BOTH SIDES OF WALLS AND PARTITIONS, EXCEPT COLLAR SHALL BE OMITTED ON THAT SIDE OF THE WALL ON WHICH REGISTERS AND GRILLES ARE INSTALLED. FLANGES SHALL BE INSTALLED TIGHT AGAINST THE WALL. THE SPACE BETWEEN THE DUCT AND THE WALL SHALL BE PACKED WITH FIBERGLASS BLANKET INSULATION. 12.DUCT HANGERS AND SUPPORTS SHALL BE IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS. IN ADDITION, HANGERS SHALL BE SPACED NOT OVER 8'_0" ON CENTERS. FOR RECTANGULAR DUCTS, WITH LONGEST DIMENSIONS UP THROUGH 60" HANGERS, THE HANGERS SHALL BE GALVANIZED STEEL STRAP TYPE; WITH LONGEST DIMENSION 61" AND LARGER, HANGERS SHALL BE TRAPEZE TYPE CONSTRUCTED OF GALVANIZED STEEL ANGLES WITH ROUND HANGERS RODS. SIZES FOR STRAP HANGERS AND TRAPEZE ANGLES AND RODS SHALL BE BASED ON DUCT SIZE AS SCHEDULED IN THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS. 13.FOR ROUND DUCTS; THE HANGERS SHALL BE THE GALVANIZED STEEL STRAP HANGERS. SIZES AND NUMBER FOR STRAP HANGERS SHALL BE BASED ON DUCT SIZE AS SCHEDULED IN THE SMACNA HVAC DUCT CONSTRUCTION STANDARDS. D. ROOF CAPS 1. UNLESS OTHERWISE SPECIFIED, ROOF INTAKE AND EXHAUST CAPS SHALL BE ROUND, MINIMUM 16 GAUGE SPUN -ALUMINUM WITH CONTINUOUSLY WELDED CURB CAP. PROVIDE WITH MANUFACTURER'S ROOF CURB. PROVIDE F. FIBERGLASS BLANKET INSULATION FOR DUCTWORK (INDOOR DUCT ONLY) SLOPED CURB FOR PITCHED ROOFS. EXHAUST ROOF HOODS PROVIDED WITH BACKDRAFT DAMPER. OA HOODS SHALL BE PROVIDED WITH A 120/1 MOTORIZED DAMPER TO CLOSE WHEN EQUIPMENT SERVED IS POWERED DOWN UNLESS 1. INSULATION SHALL BE BLANKET TYPE FIBERGLASS INSULATION WITH AVERAGE THERMAL CONDUCTIVITY NOT INDIVIDUAL MOTORIZED DAMPERS ARE INDICATED AT EQUIPMENT BRANCHES. EXCEEDING 0.29 BTU IN. PER SQUARE FEET PER DEGREES F PER HOUR AT MEAN TEMPERATURE OF 75 DEGREES F. WITH E. EXECUTION A MINIMUM DENSITY OF 1 LB/CU. FT., 2" THICK MINIMUM AND FOIL INSULATION FACE. PROVIDE FIRE RETARDANT E. LOUVERS 1. THE PLANS DO NOT GIVE EXACT ELEVATIONS OR LOCATIONS OF LINES, NOR DO THEY SHOW ALL THE OFFSETS, CONTROL ADHESIVE OR FOIL REINFORCED KRAFT TAPE, 3" WIDE AT ALL SEAMS. SECURE INSULATION TO DUCT WITH 18 GAUGE 1. LOUVERS SHALL BE STATIONARY ALUMINUM, 4" DEEP WITH DRAINABLE BLADES, HIDDEN MULLION, ALL LINES, OR OTHER INSTALLATION DETAILS. THE CONTRACTOR SHALL CAREFULLY LAY OUT HIS WORK AT THE SITE TO TIE -WIRE OR 1/2" X 0.015" GALVANIZED STEEL STRAPS. PROVIDE COMPLETE AIR -TIGHT VAPOR BARRIER FOR ALL 0.081" ALUMINUM WALL THICKNESS, AND KYNAR FINISH TO BE COORDINATED WITH ARCHITECT FOR COLOR. LOUVER CONFORM TO THE STRUCTURAL CONDITIONS, TO PROVIDE PROPER GRADING OF LINES, TO AVOID ALL OBSTRUCTIONS, DUCTWORK. STAPLES SHALL NOT BE PERMITTED FOR ANY INSULATION ATTACHMENT. PROVIDE GRAY SEALER FOR SIZED FOR 50% FREE AREA FOR 800 FPM AIRSPEED TO PREVENT"WATER ENTRAINMENT. PROVIDE EACH LOUVER WITH A TO CONFORM TO DETAILS OF INSTALLATION SUPPLIED BY THE MANUFACTURERS OF THE EQUIPMENT TO BE INSTALLED, SEALING JOINTS, PENETRATION AND PUNCTURES. MINIMUM 18" DEEP FULL SIZE PLENUM WITH DUCT CONNECTION SIZED AS INDICATED. PROVIDE OUTDOOR AIR SUPPLY AND TO THEREBY PROVIDE AN INTEGRATED, COORDINATED AND SATISFACTORY OPERATING INSTALLATION. DO NOT 2. CONTINUE INSULATION THROUGH WALL AND CEILING OPENINGS AND SLEEVES, EXCEPT TERMINATE DUCT INSULATION LOUVERS INLET PLENUMS WITH ELASTOMERIC LINER AND PROVIDE MOTORIZED DAMPER AT CONNECTED DUCT. SCALE DRAWINGS. AT FIRE DAMPERS AND AT FLEXIBLE DUCT CONNECTIONS AT AIR HANDLING UNITS. LAYOUT BASIS IS RUSKIN ELF375DX. PROVIDE WITH INSECT SCREENING AT LOUVER FACE. 2. IF THE CONTRACTOR PROPOSES TO INSTALL EQUIPMENT, INCLUDING PIPING AND DUCTWORK, REQUIRING SPACE 3. PROTECT INSULATION FROM PHYSICAL DAMAGE AT POINTS OF SUPPORT WHERE INSULATION MUST CARRY LOAD V.HVAC EQUIPMENT CONDITIONS OTHER THAN THOSE SHOWN, OR TO REARRANGE THE EQUIPMENT, HE SHALL ASSUME FULL IMPOSED BY SUPPORT. COORDINATE THIS REQUIREMENT WITH TYPES OF HANGER AND SUPPORT USED. HANGERS THAT A. CONTRACTOR SHALL VERIFY REASONABLE OPERATION OF EXISTING UNIT TO REMAIN IN USE AND MAKE ANY REPAIRS OR RESPONSIBILITY FOR THE REARRANGEMENT OF THE SPACE AND CONNECT ARRANGEMENT AT NO ADDITIONAL COST TO PENETRATE INSULATION SHALL BE SEALED WITH MASTIC TO PRESERVE CONTINUOUS VAPOR BARRIER. COMPONENT REPLACEMENT REQUIRED TO HAVE THE UNITS OPERATE A FULL CAPACITY. ALL RUST AND EXTERIOR DAMAGE THE OWNER, AND SHALL HAVE THE ENGINEER REVIEW THE CHANGE BEFORE PROCEEDING WITH THE WORK. THE G. ELASTOMERIC (CLOSED CELL FOAM) DUCT LINER SHOULD BE REPAIRED AND PAINTED. A TECHNICIAN'S REPORT SHOULD BE ATTAINED AND DELIVERED TO THE OWNER FOR REQUEST FOR SUCH CHANGES SHALL BE ACCOMPLISHED BY SHOP DRAWINGS OF THE SPACE IN QUESTION. APPROVAL FOR EXISTING EQUIPMENT REPAIRS. 3. TEMPORARY FILTERS SHALL BE PROVIDED FOR FANS THAT ARE USED DURING CONSTRUCTION. ATTHE TIME OF 1. INSTALL INSIDE OF DUCT WITH FULL ADHESIVE COVERAGE ATTACHMENT TO THE SURFACE TO WHICH IT IS APPLIED; g ALL NEW AND REUSED UNIT ACCESS AND CONNECTION OPENINGS SHALL BE SEALED WITH PROVIDED GROMMETS, GASKETS FOR STARTING THE BALANCING OF THE AIR DISTRIBUTION SYSTEM, NEW FILTERS SHALL BE INSTALLED. 1" FOR INDOOR AND 1-1/2" FOR OUTDOOR. R VALUES SHALL BE R-4.2 FOR 1" AND R-6.2 FOR 1-1/2". FIBERGLASS DUCT AIR TIGHT CONSTRUCTION WITH CONTINUOUS CASE INSULATION. CONTRACTOR TO REPAIR OR REPLACE DAMAGED DOORS, 4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER LOCATION AND SIZE OF ALL SLOT, HOLES OR OPENINGS IN THE LINER SHALL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. PROVIDE WITH ANTIMICROBIAL PROTECTION. PROVIDE MASTIC AT ALL INTERIOR SEEMS FOR CONTINUOUS VAPOR BARRIER. PROVIDE DUCT LINER AT FIRST FIVE FEET OF SUPPLY SEALS, GASKETS, GROMMETS ETC... THAT PREVENT AIR -TIGHT CASING. BUILDING STRUCTURE PERTAINING TO HIS WORK, AND FOR THE CORRECT LOCATION OF SLEEVES, INSERTS, CORES, ETC. DUCT FOR REFRIGERATION/COOLING AIR HANDLING EQUIPMENT, UPSIZING INDICATED DUCT SIZE TO ACCOUNT FOR C. ALL EXHAUST SHALL BE DUCTED FROM UNIT OUTLET TO ROOF CAP INLET OR LOUVER WITH CONTINUOUSLY SEALED DUCTING. 5. THE CONTRACTOR SHALL SO COORDINATE THE WORK OF THE SEVERAL VARIOUS TRADES THAT IT MAY BE INSTALLED IN INSULATION THICKNESS. FIBERGLASS DUCT LINER OR DUCT BOARD SHALL NOT BE PERMITTED. NO EXHAUST SHALL BE OPENED INTO THE BUILDING EXTERIOR. PROVIDE ENCLOSED DUCT TRANSITION TO EACH ROOF CAM OR THE MOST DIRECT AND WORKMANLIKE MANNER WITHOUT HINDERING OR HANDICAPPING THE OTHER TRADES. PIPING WALL LOUVER. INTERFERENCES SHALL BE HANDLED BY GIVING PRECEDENCE TO PIPE LINES WHICH REQUIRE A STATED GRADE FOR D. ALL AIR MOVING EQUIPMENT SHALL BE PROVIDED WITH VIBRATION ISOLATION AND FLEXIBLE DUCT CONNECTIONS. PROPER OPERATION. FOR EXAMPLE SEWER LINES AND CONDENSATE PIPING SHALL TAKE PRECEDENCE OVER WATER III. VIBRATION ISOLATION LINES IN DETERMINATION OF ELEVATIONS. WHERE THERE IS INTERFERENCE BETWEEN SEWER LINES AND CONDENSATE E. CONTRACTOR SHALL PROVIDE GRAVITY DRAINAGE FOR ALL CONDENSATE -PRODUCING HEATING/COOLING EQUIPMENT VIA LINES, THE SEWER LINES SHALL HAVE PRECEDENCE AND PROVISIONS SHALL BE MADE IN THE CONDENSATE LINES FOR A. ALL MOTORIZED AIR MOVING AND FLUID MOVING EQUIPMENT PIECE SHALL BE PROVIDED WITH VIBRATION ISOLATION ZE GRAVITY DRAINAGE OR CONDENSATE PUMP IF GRAVITY DRAINAGE CANNOT BE ACHIEVED. LOOPING THEM AROUND THE SEWER LINES. IN ALL CASES, LINES REQUIRING A STATED GRADE FOR THEIR PROPER MOUNTING SUPPORTS. F. PROVIDE 2 SETS OF FILTERS FOR EACH FILTERED HVAC EQUIPMENT PIECE. PROVIDE FILTER AT INITIAL START-UP, JUST BEFORE OPERATION SHALL HAVE PRECEDENCE OVER ELECTRICAL CONDUIT AND DUCTWORK. B. PAD -TYPE ISOLATORS SHALL BE NEOPRENE IN -SHEAR ISOLATION PADS WITH CROSSED DOUBLE RIBS. A STEEL SHIM PLATE SHALL TEST AND BALANCE AND AGAIN AT TURN OVER TO OWNER. ALL AIR INLETS AND OUTLETS SHALL BE SEALED WITH FILTER MEDIA 6. ALL PIPING AND DUCTWORK IN FINISHED AREAS- EXCEPT WHERE NOTED TO THE CONTRARY- SHALL BE INSTALLED IN A BE PROVIDED BETWEEN THE TWO LAYERS. PADS SHALL BE MOLDED USING OIL RESISTANT 25,000 PSI TENSILE STRENGTH DURING GENERAL CONSTRUCTION PRIOR TO TEST AND BALANCE. CHASE, FURRED SPACE, OR ABOVE CEILINGS, ETC. IN ALL CASES, PIPES AND DUCTS SHALL BE INSTALLED AS -HIGH AS NEOPRENE. POSSIBLE. RUNS OF PIPING SHALL BE GROUPED WHENEVER IT IS FEASIBLE TO DO SO. C. HANGING ISOLATORS FOR ITEMS 300 LBS OR LESS SHALL BE BRIDGE -BEARING NEOPRENE MOUNTINGS AND SHALL HAVE A MINIMUM STATIC DEFLECTION OF 0.2" AND ALL DIRECTIONAL SEISMIC CAPABILITY. THE ELEMENTS SHALL PREVENT THE CENTRAL G. ROOFTOP UNITS 7. PIPING SHALL BE INSTALLED TO PASS INSPECTIONS BY LOCAL PLUMBING INSPECTION DEPARTMENT, STATE AND FEDERAL AUTHORITIES AND INSURANCE COMPANY HAVING JURISDICTION. ANY CHANGES OR ADDITIONS WHICH MAY BE THREADED SLEEVE AND ATTACHMENT BOLT FROM CONTACTING THE CASTING DURING NORMAL OPERATION. THE SHOCK 1. PROVIDE PACKAGED DX ROOFTOP UNITS MANUFACTURED BY TRANE, LENNOX, AAON, CARRIER, OR YORK. PROVIDE NECESSARY TO OBTAIN SUCH INSPECTIONS AND APPROVAL SHALL BE MADE BY THE CONTRACTOR AS PART OF THIS ABSORBING NEOPRENE MATERIALS SHALL BE COMPOUNDED TO BRIDGE -BEARING SPECIFICATIONS. MASON HD, KINETICS WITH CAPACITIES AND ACCESSORIES PER UNIT SCHEDULE. PROVIDE CUSTOM SLOPED ROOF CURBS FOR ROOFS WITH CONTRACT AND WITHOUT ADDITIONAL COST TO THE OWNER. D. HANGING ISOLATORS FOR EQUIPMENT ABOVE 300 LBS SHALL BE STEEL SPRING -TYPE INCORPORATING STEEL HOUSING, GREATER THAN 2% SLOPE. PROVIDE VIBRATION ISOLATION TYPE ROOF CURBS FOR UNITS DIRECTLY OVER MUSIC EVAT R 8. PIPING, DUCTWORK OR EQUIPMENT SHALL NOT BE INSTALLED IN ELECTRICAL EQUIPMENT ROOMS OR EL 0 NEOPRENE OR LDS RUBBER SPRING CUP SIZED FOR 1" DEFLECTION. INSTALL SPRING IN PLUMB CONFIGURATION WITH REHEARSAL, PERFORMANCE OR OTHER ASSEMBLY AREAS. ALL UNITS SHALL BE PROVIDED WITH A MOTORIZED OA DAMPER OR ECONOMIZER, COIL GUARDS, HINGED ACCESS PANELS, SUPPLY AND RETURN SMOKE DETECTORS, STAINLESS MACHINE ROOMS EXCEPT AS SERVING ONLY THOSE ROOMS. OUTSIDE OF ELECTRICAL EQUIPMENT ROOMS, DO NOT MAXIMUM 1" DEFLECTION FROM ANY HORIZONTAL DISTORTION. THE ELEMENTS SHALL PREVENTTHECENTRAL THREADED SLEEVE AND ATTACHMENT BOLT FROM CONTACTING THE CASTING DURING NORMAL OPERATION. CONTRACTOR SHALL SELECT STEEL DRAIN PAN AND BURNER (FOR GAS UNITS). PROVIDE EACH RTU WITH CONVENIENCE RECEPTACLE (SEPARATE T HB ARD PANEL BOARDS POWER RUN PIPING OR DUCTWORK OR LOCATE EQUIPMEN ,WITH RESPECT TO SWITC O S, I NIN UNIT ELECTRICAL PANELS, MOTOR CONTROL CENTERS, DRY TYPE TRANSFORMERS OR ROOF TOP AIR CONDIT 0 G SPRING COLOR/RATING BASED ON EQUIPMENT WEIGHT. AMBER BOOTH SH, KINETICS SH, MASON 30 OR EQUIVALENT. CIRCUIT) AND DISCONNECT. OTHERWISE COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR FIELD -MOUNTED DISCONNECT AND RECEPTACLE. ROUTE ALL CONDENSATE PIPING TO NEAREST ROOF DRAIN OR OTHER LOCALLY PANELS. APPROVED LOCATION WITH THE REQUIRED AIR GAP. NO PIPING SHALL SIT ON THE ROOF SURFACE. SHIFT EXISTING OR 9. PROVIDE ACCESS TO EQUIPMENT AND APPARATUS REQUIRING OPERATION, SERVICE OR MAINTENANCE WITHIN THE LIFE IV. DUCTWORK AND FITTINGS NEW VENTS OR EXHAUST TERMINATIONS OR SHIFT UNITS AS NEEDED TO ASSURE 10' BETWEEN ANY EXHAUST OR FLUE OF THE SYSTEM. INCLUDING, BUT NOT LIMITED TO, MOTORS, VALVES, FILTERS, DAMPERS, SHOCK ABSORBERS, ETC. AND THE RTU INTAKE. EQUIPMENT LOCATED ABOVE LAY -IN TYPE CEILINGS IS CONSIDERED ACCESSIBLE. A. MATERIAL AND TYPE 2. ADAPTER CURBS MAY BE USED WITH SPECIFIC ENGINEER APPROVAL OF SPECIFICALLY SUBMITTED ROOF CURBS 10.DAMAGED EQUIPMENT SHALL BE REPAIRED OR REPLACED AT THE OPTION OF THE ARCHITECT. 1. DUCT CONSTRUCTION SHALL CONFORM TO THE RECOMMENDATIONS OF THE SMACNA HVAC DUCT CONSTRUCTION (MAXIMUM OF 18" CURB HEIGHT). CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL ANALYSIS OF EXISTING MANUAL. DUCTBOARD SHALL NOT BE PERMITTED. CURBS AND UNIT SUPPORTS FOR ADAPTER CURB CONNECTIONS. 2. RIGID, SQUARE DUCTWORK SHALL BE CONSTRUCTED OF LOCK FORMING QUALITY GALVANIZED STEEL SHEETS PER ASTM F. ELECTRICAL WORK A527. GALVANIZED COATING SHALL BE NOT LESS THAN 1.25 OUNCES (TOTAL FOR BOTH SIDES) PER SQUARE FOOT OF 1. ALL ELECTRICAL EQUIPMENT PROVIDED UNDER THIS DIVISION SHALL COMPLY WITH THE ELECTRICAL SYSTEM SHEET. DUCTWORK SHALL BE CLASSIFIED AND CONSTRUCTED SMACNA PRESSURE CLASSES: +2 FOR SUPPLY AND -2 FOR CHARACTERISTICS INDICATED ON THE ELECTRICAL DRAWINGS AND SPECIFIED IN DIVISION 16. RETURN AND EXHAUST. DUCTWORK GAUGE SHALL BE 26 GAUGE UP TO 30" AND 22 GAUGE ABOVE 30" IN CROSS H. FANS -GENERAL 2. EQUIPMENT UNIT MOTOR SPEED CONTROLS, STARTERS, SYSTEM CONTROLS, PILOT LIGHTS, PUSH -BUTTONS, ETC., SHALL SECTIONAL HEIGHT, WIDTH, OR DIAMETER. 7. FANS SHALL BE TESTED AND RATED IN ACCORDANCE WITH AMCA 210. BE FURNISHED COMPLETE AS A PART OF THE MOTOR APPARATUS WHICH IT OPERATES. ALL COMPONENTS SHALL BE IN 3. CONCEALED ROUND DUCTS UP TO 12" IN DIAMETER IN PRESSURE CLASSES 2" AND LOWER SHALL BE LONGITUDINAL 8. ALL FANS SHALL BE SUPPORTED INDEPENDENT OF CONNECTED DUCT OR CEILING SUPPORTS AND PROVIDED WITH CONFORMANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND DIVISION 16. ALL MOTOR SEAM CONSTRUCTION. FLEXIBLE INLET/OUTLET CONNECTIONS. STARTERS SHALL BE PROVIDED WITH AN H-O-A SWITCH AND CONTROL TRANSFORMER. ALL STARTERS AND DISCONNECT SWITCHES SHALL BE FURNISHED UNDER DIVISION 15. COORDINATE INSTALLATION WITH ELECTRICAL CONTRACTOR 4. EXPOSED ROUND DUCTWORK OR ROUND ABOVE 12" SHALL BE SPIRAL LOCK_SEAM CONSTRUCTION. ROUND FITTINGS • 9• FAN WHEELS SHALL BE STATICALLY AND DYNAMICALLY BALANCED. SHALL BE FUSION WELDED BUT SEAM TYPE WITH ALL WELDS CONTINUOUS ALONG SEAMS. ALL DIVIDED FLOW FITTINGS PRIOR TO HIS WIRING OF EQUIPMENT. SHALL BE MANUFACTURED AS SEPARATE FITTINGS COLLARS WELDED INTO SPIRAL DUCT SECTIONS WILL NOT BE 10.FANS SHALL BE DIRECT DRIVE WITH SPEED CONTROLLER, DIRECT DRIVE ECM. FANS SHALL NOT BE BELT DRIVE UNLESS 3. CONTROL WIRING (120V AND LESS) SHALL BE PROVIDED UNDER DIVISION 15 AND EXTENDED FROM THE STARTERS, _TAP PERMITTED. ALL DIVIDED FLOW FITTINGS 12" IN DIAMETER AND SMALLER SHALL HAVE RADIUSED ENTRANCE PRODUCED SPECIFICALLY NOTED ON PLANS. V-BELT DRIVES SHALL BE DESIGNED FOR NOT LESS THAN 150% OF CONNECTED DRIVING CONTROL TRANSFORMERS OR 120V POWER CIRCUITS INDICATED ON THE ELECTRICAL DRAWINGS. ALL WIRING FOR 120 BY MACHINE OR PRESS FORMING; ALL DIVIDED FLOW FITTINGS 14" AND LARGER SHALL HAVE CONICAL ENTRANCE CAPACITY AND MOTOR SHEAVES SHALL BE ADJUSTABLE TO PROVIDE NOT LESS THAN 20% SPEED VARIATION. SHEAVES VOLTS SHALL BE DONE BY A LICENSED ELECTRICIAN. PRODUCED BY MACHINE OR PRESS FORMING. ALL DIVIDED FLOW ENTRANCES SHALL BE FREE OF WELD BUILD-UP, SHALL BE SELECTED TO DRIVE THE FAN AT A SPEED TO PRODUCE THE SCHEDULED CAPACITY INDICATED ON THE BURRS AND IRREGULARITIES. FITTINGS SHALL BE OF THE SAME MANUFACTURER AS THE DUCTWORK. DRAWINGS WHEN SET ATTHE APPROXIMATE MIDPOINT OF THE SHEAVE ADJUSTMENT. MOTORS WITH V-BELT DRIVES 4. ALL ELECTRICAL CHARACTERISTICS SHALL BETAKEN FROM THE ELECTRICAL DRAWINGS AND SPECIFICATIONS AND SHALL BE PROVIDED WITH ADJUSTABLE BASES. COORDINATED BEFORE EQUIPMENT IS ORDERED OR PURCHASED. 5. DUCT SEALANT SHALL BE POLYMERIC RUBBER BASE MASTIC, MINERAL IMPREGNATED WOVEN FIBER TAPE WITH ADHESIVE, OR HEAT_SHRINK WITH ADHESIVE. TAPE THICKNESS UP TO 10" = 2"; UPTO 20" = 3"; OVER 20" = 4" ll.SAFETY/DISCONNECT SWITCHES (UNLESS SCHEDULED AS UNIT -INTEGRAL) AND STARTERS SHALL BE PROVIDED 6. INSULATED FLEXIBLE DUCT SHALL BE CLASS 1 AIR DUCT IN ACCORDANCE WITH UL 181 AND SHALL COMPLY WITH NFPA 12.BY ELECTRICAL CONTRACTOR AND SHALL CONFORM TO REQUIREMENTS OF ELECTRICAL DRAWINGS AND G. CUTTING AND PATCHING 90A AND 90B. INSULATED FLEXIBLE DUCT SHALL CONSIST OF AN INNER FILM LAYER FOR MINIMUM WORKING PRESSURE SPECIFICATIONS. MECHANICAL CONTRACTOR SHALL COORDINATE MOUNTING LOCATION TO MAINTAIN MAINTENANCE 1. THE CONTRACTOR SHALL ASSUME ALL COST OF, AND BE RESPONSIBLE FOR, ARRANGING FOR ALL CUTTING AND OF 6" WATER GAUGE BONDED TO A STEEL OR ALUMINUM SPRING WIRE HELIX, FIBERGLASS INSULATION, AND A VAPOR CLEARANCES. ALL THREE PHASE FANS SHALL BE PROVIDED WITH STARTER AND/OR CONTACTORS AS REQUIRED TO PATCHING REQUIRED TO COMPLETE THE INSTALLATION OF HIS PORTION OF THE WORK. ALL CUTTING SHALL BE BARRIER JACKET. INSULATION SHALL HAVE A MAXIMUM U_VALVE OF .23 BTU/HR/SQFT/DEG F AT 75 DEGREES F MEAN CONTROL FANS AND AUXILIARY DEVICES SUCH AS CONTROLS SYSTEM TIE-IN OR DAMPER ACTUATION. CAREFULLY AND NEATLY DONE SO AS NOT TO DAMAGE OR CUT AWAY MORE THAN IS NECESSARY OF ANY EXISTING TEMPERATURE. VAPOR BARRIER JACKET SHALL HAVE A MAXIMUM VAPOR TRANSMISSION RATE OF 0.1 GRAINS/SQ. PORTIONS OF THE STRUCTURE. FT./HR/INCH HG (PERM). THE ASSEMBLY SHALL HAVE A MAXIMUM FLAME AND SMOKE RATING OF 25/50 PER ASTM E84 2. ALL SURFACES SHALL BE PATCHED TO THE CONDITION OF THE ADJACENT SURFACES. AND NFPA 255. FLEXIBLE DUCTS SHALL BE INSTALLED IN AN EXTENDED CONDITION FREE OF SAGS AND KINKS, USING J. IN-LINE/CEILING FANS ONLY THE MINIMUM LENGTH REQUIRED TO MAKE THE CONNECTION. ABRUPT BENDS AND TURNS THAT CRIMP THE 9. FAN SHALL BE IN -LINE CENTRIFUGAL TYPE WITH SQUARE OR RECTANGULAR HOUSING AND BACKDRAFT DAMPER. FANS 3. THE CONTRACTOR SHALL MAKE SUITABLE PROVISIONS FOR ADEQUATELY WATERPROOFING AT HIS FLOOR DUCT AND RESTRICT AIR FLOW SHALL NOT BE PERMITTED. HORIZONTAL SUPPORTS SHALL BE 3/4" WIDE, 22 GAUGE SHALL BE DESIGNED FOR HORIZONTAL OR VERTICAL MOUNTING. LAYOUT BASIS IS COOK GN/GC. PENETRATIONS OF WATER PROOF MEMBRANE FLOORS. THIS SHALL INCLUDE BUT NOT BE LIMITED TO FLOOR DRAINS, FLAT GALVANIZED STEEL SHEET BANDING MATERIAL. FLEXIBLE DUCTS SHALL BE SUPPORTED ON 36" CENTERS. OPEN SIGHT DRAINS, HUB DRAINS, CLEANOUTS, AND SLEEVES FOR THE VARIOUS PIPING. THIS ALSO APPLIES TO MAXIMUM LENGTH OF FLEXIBLE DUCT IN PRESSURE CLASS 2" AND BELOW SHALL BE 12 FEET. FLEXIBLE DUCT SHALL NOT 10.FAN HOUSING SHALL BE STEEL WITH FACTORY APPLIED BAKED ENAMEL PAINT ON EXTERIOR. HOUSING SHALL BE MEMBRANE ROOFING SYSTEMS. BE USED ABOVE INACCESSIBLE CEILINGS. INTERNALLY INSULATED WITH 1/2" THICK (MINIMUM) COATED FIBERGLASS INSULATION. INSULATION SHALL COMPLY 4. ALL PENETRATIONS AND WATER PROOFING OF PENETRATIONS IN MEMBRANE ROOFING SYSTEMS SHALL BE 7. GREASE DUCT SERVING TYPE I HOODS SHALL BE 16 GAUGE BLACK IRON OR 18 GAUGE STAINLESS STEEL WELDED WITH WITH ASTM E84 AND NFPA 255 FOR MAXIMUM RATINGS OF FLAME SPREAD RATING OF 25 AND SMOKE DEVELOPED COORDINATED WITH AND PERFORMED BY THE MANUFACTURER/INSTALLER. AIR TIGHT SEAM. PROVIDE DUCT CLEANOUTS AT ALL CHANGES OF DIRECTION. FOR INSTALLATIONS THAT WILL RESULT RATING OF 50. HOUSING SHALL HAVE MOUNTING BRACKETS AT EACH CORNER. 5. THE CONTRACTOR SHALL INSTALL, AS REQUIRED, IN CONCRETE, CARPENTRY OR MASONRY CONSTRUCTION, ALL IN A DUCT OR SECTION OF DUCT WITHIN 18" OF COMBUSTIBLE MATERIAL, PROVIDE FIRE -RATED INSULATION AS ll.FAN WHEEL SHALL BE BACKWARD INCLINED CENTRIFUGALTYPE OF ALUMINUM CONSTRUCTION. ON BELT DRIVE UNITS, NECESSARY HANGERS, SLEEVES, EXPANSION BOLTS, INSERTS AND OTHER FIXTURES AND APPURTENANCES NECESSARY REQUIRED FOR A ZERO INCH CLEARANCE TO COMBUSTIBLE INSTALLED PER MANUFACTURER'S AND/OR RATING AGENCY SHAFT BEARINGS SHALL BE SELF -ALIGNING, PILLOW BLOCK BALL TYPE. BEARINGS NOT PERMANENTLY LUBRICATED AND FOR THE SUPPORT OF PIPE, DUCT, EQUIPMENT AND DEVICES FURNISHED UNDER EACH SECTION OF THE SPECIFICATION. REQUIREMENTS COMPLETE WITH ALL REQUIRED PENETRATION TREATMENTS, NUMBER IF INSULATING LAYERS AND SEALED SHALL HAVE EXTENDED GREASE FITTINGS. APPROVED PREFABRICATED, RATED ACCESS PANELS. DO NOT PROVIDE VENTED ROOF CURBS FOR FIRE WRAPPED GREASE 12.MOTOR AND DRIVE SHALL BE MOUNTED ON VIBRATION ISOLATORS. FAN SHALL HAVE A FACTORY INSTALLED 6. FOR WALLS BETWEEN INTERIOR AND BELOW GRADE AREA, THE LINK -SEAL SYSTEM AS MANUFACTURED BY EXHAUST DUCTS. DISCONNECT SWITCH MOUNTED ON EXTERIOR OF HOUSING AND PRE -WIRED TO FAN MOTOR. THUNDERLINE CORPORATION SHALL BE USED TO SEAL PIPE TO WALL PENETRATIONS. INSTALL SYSTEM IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 8. DISHWASHER EXHAUST DUCT SHALL BE STAINLESS STEEL. 13.PROVIDE ALUMINUM GRILLE OPTION FOR CEILING MOUNTED FANS. FANS SHALL BE ROUTED TO ROOF CAP OR LOUVER 7. ESCUTCHEONS SHALL BE INSTALLED ON ALL PIPES WHERE THEY PASS THROUGH FLOORS, CEILINGS, WALLS OR B. DAMPERS SIZED AT 800 FPM OUTLET AIRSPEED. PARTITIONS IN FINISHED AREAS WHERE EXPOSED TO VIEW. 1. DAMPERS SHALL BE SINGLE BLADE BUTTERFLY TYPE IN DUCTS UP TO AND INCLUDING 18" X 12" SIZE; FOR DUCTS LARGER 8. WHERE AND HVAC OR PLUMBING REPLACEMENT SCOPE IS INDICATED, MECHANICAL CONTRACTOR SHALL PROVIDE FOR THAN 18" X 12", IN EITHER OR BOTH DIMENSIONS, THE DAMPERS SHALL BE THE MULTI_BLADE TYPE. SINGLE BLADE VI. PIPING THE DEMOLITION OF EXISTING SYSTEMS THAT ARE BEING REPLACED OR ABANDONED BUTTERFLY DAMPER SHALL BE CONSTRUCTED OF NOT LESS THAN 16_GAUGE GALVANIZED STEEL BLADE MOUNTED IN A GALVANIZED STEEL FRAME. FOR RECTANGULAR DAMPERS, THE TOP AND BOTTOM EDGES OF THE BLADE SHALL BE A. USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED TOGETHER. H. ACCESS DOORS CRIMPED TO STIFFEN THE BLADE. DAMPER SHALL BE PROVIDED WITH AN EXTENDED ROD TO PERMIT INSTALLATION OF B. DOMESTIC WATER & PUMPED CONDENSATE 1. FURNISH AND INSTALL ACCESS DOORS AT EACH POINT REQUIRED TO PROVIDE ACCESS TO CONCEALED VALVES, A DAMPER REGULATOR. CLEANOUTS AND OTHER DEVICES REQUIRING OPERATION, ADJUSTMENT OR MAINTENANCE. ACCESS DOORS SHALL BE 2• MULTI_BLADE DAMPERS SHALL BE THE OPPOSED BLADE TYPE, CONSTRUCTED OF NOT THAN 16_GAUGE GALVANIZED 1. UNDERGROUND WATER SERVICE PIPING 3" IN SIZE AND LARGER SHALL BE CLASS SO DUCTILE IRON PIPE, AWWA 16 GAUGE STEEL, PRIME COAT FINISH, WITH MOUNTING STRAPS, CONCEALED HINGES AND SCREWDRIVER LOCKS, STEEL BLADES MOUNTED IN GALVANIZED STEEL CHANNEL FRAME. BLADE SPACING SHALL NOT EXCEED 6 INCHES AND NGS WITH HUB AND SPIGOT, PUSH_ON JOINTS, AND CLASS 50 OR GREATER MECHANICAL JOINT DUCTILE IRON FITTINGS ALL DESIGNED FOR THE DOORS TO OPEN 180 DEGREES. THE TOP AND BOTTOM EDGES OF THE BLADES SHALL BE CRIMPED TO STIFFEN THE BLADES. DAMPER BLADES SHALL BE CEMENT LINED PER AWWA C104. MECHANICAL JOINTS FOR DUCTILE IRON PIPE SHALL BE MADE WITH A FOLLOWER 2. ACCESS DOORS INSTALLED IN FIRE WALLS OR PARTITIONS SHALL BE UL LABELED TO MAINTAIN THE FIRE RATING OF THE INTERCONNECTED BY RODS AND LINKAGES TO PROVIDE SIMULTANEOUS OPERATION OF ALL BLADES. DAMPERS SHALL GLAND, GASKET, BOLTS AND NUTS. PUSH -ON JOINTS FOR DUCTILE PIPE SHALL BE MADE WITH A ONE PIECE LUBRICATED COMPRESSION RUBBER GASKET AS PER AWWA C111. WALL OR PARTITION. BE PROVIDED WITH EXTENDED RODS TO PERMIT INSTALLATION OF DAMPER OPERATORS. I. FLAME SPREAD AND SMOKE DEVELOPED PROPERTIES OF MATERIALS 3. DUCT MOUNTED DIAL REGULATORS WITH OPERATING HANDLE SHALL BE PROVIDED OR DAMPERS WHICH ARE LOCATED 2• UNDERGROUND STEEL PIPE AND FITTINGS INCLUDING THE PORTION THROUGH THE FLOOR SHALL BE PROTECTED AGAINST CORROSION BY APPLICATION OF PROTECTIVE COATINGS. PRIOR TO COATING, PIPE AND FITTINGS SHALL BE 1. MATERIALS AND ADHESIVES USED THROUGHOUT THE MECHANICAL AND ELECTRICAL SYSTEMS FOR INSULATION, AND ABOVE HARD CEILINGS OR INACCESSIBLE LOCATIONS. CONCEALED CEILING MOUNTED DIAL REGULATORS SHALL BE PROVIDED VOLUME CONTROL DAMPERS WHICH ARE LOCATED ABOVE HARD CEILINGS. CONCEALED REGULATORS CLEANED OF ALL RUST, SCALE, DIRT AND OIL. PIPES AND FITTINGS SHALL BE GIVEN TWO COATS OF A COAL -TAR BASE JACKETS OR COVERINGS OF ANY KIND, OR FOR PIPING OR CONDUIT SYSTEM COMPONENTS, SHALL HAVE A FLAME SHALL BE PROVIDED WITHIN DIFFUSER FACE WITH SCREW ADJUSTMENT. RO BITUMINOUS PROTECTIVE COATING, EACH HAVING A DRY FILM THICKNESS OF 7-9 MILS. THE COMBINED THICKNESS OF �, SPREAD RATING NOT OVER 25 WITHOUT EVIDENCE OF CONTINUED COMBUSTION AND WITH A SMOKE DEVELOPED BOTH COATS COMBINED SHALL BE 15-18 MILS. RATING NOT HIGHER THAN 50. IF SUCH MATERIALS ARE TO BE APPLIED WITH ADHESIVES, THEY SHALL BE TESTED AS 4. PROVIDE DAMPERS AT ALL SUPPLY AND RETURN DUCT RUN OUTS TO EACH AIR DISTRIBUTION DEVICE WITH ACCESSIBLE 3. UNDERGROUND WATER SERVICE PIPING 2 1/2" IN SIZE AND SMALLER (TO A POINT 1'-0" ABOVE THE FINISHED FLOOR) - APPLIED WITH SUCH ADHESIVES, OR THE ADHESIVES USED SHALL HAVE A FLAME SPREAD RATING NOT OVER 25 AND A ADJUSTMENT LEVER OR DIAL -TYPE REGULATOR ACTUATOR. SHALL BE. TYPE "K" HARD DRAWN COPPER TUBING, ASTM B88, WITH BRAZED JOINTS AND WROUGHT COPPER, ANSI SMOKE DEVELOPED RATING NOT HIGHER THAN 50. B16.22, OR CAST BRONZE, ANSI B16.18, SOCKET FITTINGS.. BRAZED JOINTS SHALL BE MADE USING BCUP-5 BRAZING ' ALLOY WITH A COMPATIBLE FLUX. SOLDERED JOINTS AND WROUGHT COPPER, ANSI B16.22, OR CAST BRONZE, ANSI B16.18, SOCKET FITTINGS. SOLDER JOINTS SHALL BE MADE USING A 95-5 TIN -ANTIMONY SOLDER (NO -LEAD SOLDER) WITH A COMPATIBLE FLUX. 5. UNDERGROUND WATER PIPING TO TRAP PRIMERS OR HVAC CONDENSATE PUMP DISCHARGE SHALL BE. TYPE "L" SOFT DRAWN COPPER TUBING, ASTM B88, WITHOUT FITTINGS. 6. FLANGED JOINT SHALL BE MADE WITH RING TYPE NON-METALLIC GASKETS, BOLTS AND NUTS. 7. THREADED JOINTS AT EQUIPMENT CONNECTIONS SHALL BE MADE UP WITH TEFLON TAPE. AFTER CUTTING BUT PRIOR TO THREADING, PIPE SHALL BE REAMED AND SHALL HAVE BURRS REMOVED. 8. GROOVED MECHANICAL JOINTS: GROOVED JOINTS FOR COPPER AND GALVANIZED STEEL PIPES SHALL BE INSTALLED USING BOLTED MECHANICAL COUPLING, PRESSURE -RESPONSIVE GASKET ALONG WITH GROOVED AND FITTINGS. LAYOUT BASIS SHALL BE ANVIL GRUV-LOCK, 9. DIELECTRIC ADAPTERS SHALL BE PROVIDED BETWEEN COPPER AND IRON PIPE CONNECTIONS AND BETWEEN FERROUS AND NONFERROUS PIPING ORE UIPMENT. Q 10.UNDERGROUND WATER PIPING SHALL HAVE A MINIMUM COVER OF 3'- 0" TO THE TOP OF THE PIPE. T R B V EILIN ON THE HOT AND COLD WATER BRANCH LINES SERVING A 11.INSTALL WATER HAMMER ARRES O S A O E C G BATTERY OF FIXTURES• ON THE COLD WATER BRANCH LINES SERVING INDIVIDUAL FLUSH VALVE WATER CLOSETS AND URINALS; AND ELSEWHERE AS INDICATED ON THE DRAWINGS. PROVIDE ACCESS PANEL FOR WHA LOCATED ABOVE HARD CEILINGS. 12.VA000M BREAKERS SHALL BE PROVIDED ON ALL HOS E OUTLETS HOSE BIBS AND HYDRANTS UNLESS THE DRAWINGS INDICATE THAT A BACKFLOW PREVENTER IS TO BE PROVIDED ON THE PIPING SERVING THE OUTLET. RANCH LINE TO ALL FL OR DRAIN WITH TRAP PRIMER FOR TRAP 13.INSTALL 1/2" CW LINE FROM NEAREST CW MAIN OR B 0 S PRIMING. UNDERGROUND PIPING FROM TRAP PRIMER TO FLOOR DRAINS SHALL BE INSTALLED WITHOUT FITTINGS. TRAP PRIMERS SHALL BE PROVIDED FOR ALL FLOOR DRAINS AND HUB DRAINS. 14.CONNECT HOT AND COLD WATER PIPING SYSTEM TO EQUIPMENT AS INDICATED, AND COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS. PR OVIDE SHUT-OFF BALL VALVE AND UNION FOR EACH CONNECTION PROVIDE DRAIN VALVE ON DRAIN CONNECTIONS. PROVIDE SINGLE SHUTOFF BALL VALVE FOR HEADERS SERVING HOT OR I E WALL OR CHASE. PROVIDE ACCESS PANEL FOR VALVES INSTALLED COLD WATER TO MULTIPLE FIXTURES WITHIN A S NGL ABOVE HARD CEILINGS. 15.ALL DOMESTIC WATER SERVICE AND SUPPLY PIPING IN STALLED UNDER THIS DIVISION SHALL BE DISINFECTED WITH CHLORINE BEFORE IT IS PLACED INTO OPERATION. THE CHLORINATING MATERIAL SHALL BE LIQUID CHLORINE CONFORMING TO FED. SPEC. BB-C-120 AND SHALL BE INTRODUCED TO THE SYSTEM BY EXPERIENCED OPERATORS ONLY. THE CHLORINE SOLUTION APPLIED TO THE PIPING SECTIONS OR SYSTEM SHALL CONTAIN AT LEAST FIFTY PARTS PER IN THE SE IONS R Y TEM FOR A PERT D F NOT LESS THAN MILLION OF AVAILABLE CHLORINE AND SHALL REMAIN CT 0 S S 0 0 SIXTEEN (16) HOURS. DURING THE DISINFECTION PERIOD ALL VALVES SHALL BE OPENED AND CLOSED AT LEAST FOUR TIMES. AT THE END OF THE RETENTION PERIOD, NO LESS THAN 50 PPM OF CHLORINE SHALL BE PRESENT IN THE EXTREME END OF THIS SYSTEM. AFTER THE DISINFECTION PERIOD THE CHLORINATED WATER SHALL BE FLUSHED FROM THE SYSTEM WITH CLEAR WATER UNTIL THE RESIDUAL CHLORINE CONTENT IS NOT GREATER THAN TWO -TENTHS - (0.2) - PARTS PER MILLION. THE CONSTRUCTION MANAGER SHALL SUBMITTO THE ARCHITECT WRITTEN CERTIFICATION THAT THE SYSTEM WAS DISINFECTED. CERTIFICATION SHALL INCLUDE NAME OF PROJECT, NAME OF OWNER, NAME OF OPERATORS, DATE OF DISINFECTION, TIMES OF DISINFECTION PERIOD, MAXIMUM CHLORINE LEVEL AND RESIDUAL CHLORINE LEVEL. C. NATURAL GAS 1. ABOVE -GROUND MAXIMUM 2-1/2" GAS PIPING SHALL BE BLACK STEEL PIPE, .SCHEDULE 40, ASTM A53 WITH STANDARD WEIGHT WROUGHT STEEL SOCKET -WELD FITTINGS PER ASTM A234 OR THREADED CONNECTIONS. PIPE SIZES 3" AND UP OR WITH PRESSURE ABOVE 5PSI SHALL ONLY BE PERMITTED WITH SOCKET -WELDED JOINTS (NO THREADED CONNECTIONS). 2. STEEL GAS PIPING TO BE INSTALLED UNDERGROUND SHALL BE FURNISHED WITH A FACTORY APPLIED COATING WHICH SHALL CONSIST OF A RESILIENT, EXTRUDED, POLYETHYLENE SLEEVE WHICH IS SEALED TO THE PIPE. THE PLASTIC COATING SHALL BE NOT LESS THAN 25 MILS THICK AND SEALED TO THE PIPE WITH A HOT APPLIED ADHESIVE WHICH RETAINS ITS ELASTICITY IN HOT AND COLD ENVIRONMENTS. 3. FIELD APPLIED WRAPPING TAPE FOR FITTINGS AND JOINTS SHALL BE COAL TAR WITH HEAVY VINYL OR POLYESTER FILM BACKING MEETING FEDERAL SPECIFICATION HH-T-30A, TAPECOAT CT OR TAPECOAT 20 OR JT JOINT COATINGS, INC., WITH PRIMER, APPLICATION PROCEDURES AND HEATING IN ACCORDANCE WITH THE TAPE MANUFACTURER'S RECOMMENDATIONS. 4. ARRANGE WITH THE UTILITY COMPANY TO PROVIDE GAS SERVICE TO INDICATED LOCATION WITH SHUTOFF AT TERMINATION. MAKE ALL ARRANGEMENTS WITH UTILITY AS TO THE EXTENT OF ITS WORK, AND PAY ALL COSTS, FEES AND SECURE PERMITS INVOLVED TO OBTAIN SERVICE FOR THE BUILDING. 5. PROVIDE SHUTOFF IN GAS SERVICE PIPE AT ENTRY IN BUILDING, EXT/END PIPE TO GAS METER LOCATION INDICATED; PROVIDE PARTS AND ACCESSORIES REQUIRED BY UTILITY TO CONNECT TO METER. 6. PROVIDE VALVE AND UNION SHALL BE PROVIDED AT EACH CONNECTION TO A PIECE OF EQUIPMENT. EQUIPMENT PROVIDED WITH A FLANGED INLET SHALL HAVE A FLANGED CONNECTION. 7. DRIP LEGS, 6-INCHES LONG, SHALL BE PROVIDED IN GAS PIPING AT ENDS OF HORIZONTAL RUNS, AT THE BASE OF RISERS AND AT CONNECTIONS TO EQUIPMENT. DRIP LEG CAP SHALL BE REMOVABLE WITH MINIMUM 4" BETWEEN CAP AND WALL OR ROOF. 8. GAS PIPING WITHIN THE BUILDING SHALL BE RUN ABOVE FLOOR SLAB. 9. PRESSURE REGULATORS ARE TO BE PROVIDED ON ALL EQUIPMENT IF NOT PROVIDED AS PART OF THE EQUIPMENT. COORDINATE INLET/OUTLET PRESSURES WITH ACTUAL DELIVERED PRESSURE AND EQUIPMENT INLET PRESSURES. CONTRACTOR SHALL ARRANGE FOR ADJUSTMENT OF GAS PRESSURE TO PREVENT EXCESSIVE OR INSUFFICIENT GAS PRESSURE TO ALL EQUIPMENT PIECES. 10.PROVIDE FLEX HOSE CONNECTION TO ALL INDOOR APPLIANCES NOT SUPPLIED WITH THE EQUIPMENT PIECE BY THE OWNER OR EQUIPMENT PROVIDER. ll.THREADED JOINTS SHALL BE MADE WITH A MIXTURE OF GRAPHITE AND OIL APPLIED TO MALE THREADS ONLY. AFTER CUTTING AND PRIOR TO THREADING, PIPE SHALL BE REAMED AND SHALL HAVE BURRS REMOVED. 12. WELDED JOINTS SHALL BE FUSION WELDED IN ACCORDANCE WITH ANSI B31, SECTION 6. 13.FLANGED JOINTS SHALL BE FACED TRUE, PROVIDED WITH GASKET AND MADE SQUARE AND TIGHT. 14.BRAZED JOINTS SHALL BE MADE UP USING BCUP-5 BRAZING ALLOY WITH A COMPATIBLE FLUX. 15.ALL STEEL FITTINGS AND JOINTS IN UNDERGROUND PIPING SHALL BE FIELD -COATED USING A PRIMER AND FLEXIBLE POLYETHYLENE TAPE AND THE SAME MANUFACTURER AS THE PIPE COATING. DAMAGED COATING SHALL BE REPAIRED WITH PRIMER AND TAPE AS SPECIFIED FOR FITTINGS AND JOINTS. D. SANITARY WASTE &VENT, STORM, GREASE WASTE 1. UNDERGROUND SANITARY, WASTE AND VENT PIPING, AND STORM DRAINAGE PIPING, AND INDOOR PIPING ABOVE 8" IN SIZE SHALL BE SERVICE WEIGHT (COATED) CAST IRON SOIL PIPE AND FITTINGS, ASTM A74, WITH GASKET HUB AND SPIGOTJOINTS, ASTM C564. GASKET JOINTS FOR CAST IRON PIPE SHALL BE MADE WITH LUBRICATED NEOPRENE COMPRESSION GASKETS. PVC SHALL BE PERMITTED IF ALLOWED BY LOCAL CODE. UNDERGROUND PVC PIPING SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS MEETING ASTM D-1785 AND ASTM D-2665. 2. ABOVE -GROUND SANITARY, WASTE AND VENT AND STORM DRAINAGE PIPING 8" AND SMALLER SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE AND FITTINGS, ASTM A888 AND CISPI 301, WITH STANDARD NO -HUB COUPLINGS. PVC SHALL BE PERMITTED OUTSIDE OF RETURN AIR PLENUMS WITH OWNER APPROVAL. NEOPRENE RUBBER GASKET AND MINIMUM 24 GAUGE TYPE 304 STAINLESS STEEL SHIELD AND FOUR STAINLESS STEEL BANDS FOR SIZES 1 1/2" THROUGH 4", SIX BANDS MINIMUM FOR SIZED 5" AND LARGER. 6" PIPE AND UP: NEOPRENE ELASTOMERIC GASKET AND SERIES 300 STAINLESS STEEL SHIELD AND MULTIPLE DRAW BANDS AND SCREW CLAMPS CONFORMING TO ASTM C-564 AND CISPI STANDARD 310-90. ABOVE -GROUND SANITARY PIPING, LOCATED OUTSIDE OF RETURN AIR PLENUMS MAY ALSO BE SCHEDULE 40 PVC WITH SOLVENT WELD JOINTS MEETING ASTM D-1785 AND ASTM D-2665 PER OWNER APPROVAL. 3. ALL WASTE PIPING 1" IN SIZE AND SMALLER SHALL BE TYPE "L" HARD DRAWN COPPER TUBING, ASTM B88, WITH SOLDERED JOINTS AND WROUGHT COPPER, ANSI B16.22, OR CAST BRONZE, ANSI B16.18, SOCKET FITTINGS. SOLDERED JOINTS FOR TYPE'L' COPPER TUBING AND CAST DMV BRONZE PIPE SHALL BE MADE WITH 95-5 TIN -ANTIMONY (NO LEAD) SOLDER AND COMPATIBLE FLUX. E. PIPING HANGERS 1. PROVIDE CLEVIS SUPPORTS WITH BEAM CLAMP, CONCRETE ANCHORS (CONCRETE STRUCTURE), SCREWED BRACKET (WOOD STRUCTURE). PROVIDE HANGER OUTSIDE OF INSULATION WITH RIGID FOAM GLASS INSULATION SECTION AT HANGERS. PROVIDE 16 GAUGE PIPING SADDLE AT EACH HANGER. NO WELDING OR CUTTING OF STEEL STRUCTURAL MEMBERS SHALL BE PERMITTED. LAYOUT BASIS SHALL BE ANVIL 260. 2. PROVIDE SEISMIC HANGERS PER DRAWING REQUIREMENTS. 3. HANGER INSTALLATION FOR HOT WATER PIPING SHALL NOT PREVENT MOVEMENT FOR PIPING EXPANSION. 4. SPACING AS FOLLOWS: STEEL PIPE: 1/2" TO 1-1/4" - 7' ; 1-1/2" TO 2-1/2" - 9' ; 3"&4" - 12' ; 6"&8" -17' ; 10" AND UP- 22' COPPER PIPE: 1/2" TO 1" - 5' ; 1-1/4" TO 2" - 7' ; 2-1/2" AND UP - 9' CAST IRON: 10' WITH SUPPORT AT EACH JOINT, TAKEOFF, AND FITTING. PVC DRAINAGE (140 DEG F SERVICE UP TO 6"- 80 DEG F ABOVE 6"): UP TO 3" - 3' ; 4" TO 6" - 4' ; ABOVE 6" - 8' PVC VENT (80 DEG F SERVICE): UP TO 1-1/2" - 5' ; 2"-3" - 6' ; ABOVE 3" 7' VI-L VALVES/PUMPS A.GENERAL 1. VALVES SHALL HAVE THE NAME OR TRADEMARK OF THE MANUFACTURER AND THE WORKING PRESSURE STAMPED OR CAST ON THE VALVE BODY. 2. ALL VALVES IN EACH SYSTEM, EXCEPT FOR SPECIAL TYPES SHALL BE THE PRODUCT OF A SINGLE MANUFACTURER. 3. ALL VALVES REQUIRING PACKING SHALL BE DESIGNED AND CONSTRUCTED SUCH THAT THEY CAN BE REPACKED UNDER PRESSURE. 4. VALVE HAND WHEELS/ ACTUATOR SHALL BE MALLEABLE IRON EXCEPT WHERE SPECIFIED OTHERWISE. 5. ALL VALVES INSTALLED IN HORIZONTAL LINES SHALL BE INSTALLED WITH THE STEMS HORIZONTAL OR ABOVE. VALVE ACTUATOR SHALL BE ORIENTED, WHEN INSTALLED, TO PROVIDE MAXIMUM ACCESSIBILITY FOR OPERATION. 6. PROVIDE ACCESS PANELS FOR VALVES LOCATED IN WALLS OR ABOVE HARD CEILINGS. B. VALVES FOR HYDRONIC / DOMESTIC WATER SYSTEM 1. BALL VALVES (FOR PIPING 3" AND SMALLER) SHALL HAVE BRONZE BODY, STAINLESS STEEL BALL, LEVER HANDLE, FOR SYSTEMS UP TO 125 PSIG. GATE VALVES SHALL NOT BE PERMITTED FOR PIPES 3" AND SMALLER. VALVE LAYOUT BASIS SHALL BE WATTS B6000-SS 2. GATE VALVES (FOR DOMESTIC PIPING 4" IN SIZE AND LARGER): VALVE SHALL HAVE IRON BODY, BRONZE TRIM, NON -RISING STEM, SOLID WEDGE AND FLANGED ENDS FOR 200 POUND W.O.G. LAYOUT BASIS FOR VALVE SHALL BE NIBCO F-619. 3. BUTTERFLY VALVES (FOR HYDRONIC PIPING 4" AND LARGER): VALVE SHALL HAVE DUCTILE IRON BODY, EXTENDED NECK, GEOMETRIC DRIVE MOLDED -IN SEAT LINER, EPDM LINER AND ALUMINUM BRONZE DISC - INSTALL BETWEEN STD. ANSI CLASS 125/150 FLANGES - CONFORMING TO MSS-SP67/MSS-SP25/API-609. LAYOUT BASIS SHALL BE NIBCO WD 2000. 4. CHECK VALVES (4" IN SIZE AND LARGER): VALVE SHALL BE HORIZONTAL SWING TYPE WITH IRON BODY, BRONZE TRIM AND FLANGED ENDS FOR 200 POUND W.O.G. VALVE LAYOUT BASIS SHALL BE NIBCO F-918-B. 5. CHECK VALVES (3" IN SIZE AND SMALLER): VALVE SHALL BE HORIZONTAL SWING TYPE WITH BRONZE BODY, COMPOSITION DISC AND SOLDER ENDS FOR 200 POUND W.O.G. LAYOUT BASIS SHALL BE NIBCO S/T-413. 6. HOSE END DRAIN VALVES: VALVE SHALL BE 3/4" IN SIZE WITH BRONZE BODY, NON -RISING STEM, SOLID WEDGE, THREADED INLET AND HOSE OUTLET WITH CAP AND CHAIN FOR 200 POUND W.O.G. • U 4 *4 �� / �)�/�I x W0) ETA o � � cr Ln A NpNo U � M t9 w _ E-4 � Lo w I WUp�Nt W I ICI � � M�.( U cc VJzUc� N �j f - N pN X LL ;4 v 0 0 1- 0 O Z W Z LLI U J Q 0 E O J LL 0 Ir Q 2 ir Z H W 16009 CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 MECHANICAL AND PLUMBING SPECIFICATIONS MP0.1 PLOT DATE: 4. ABOVE -GROUND WATER PIPING - 4" AND SMALLER SHALL BE. TYPE "L" HARD DRAWN COPPER TUBING, ASTM B88, WITH S-2 300-16X10 ii .. ............ �CHANICA 1 /8" = 1 '-0" S-2 200-14X10 14X14 14X14 r, R_2 12X12 14X14 DROPS TO BELOW LOW ROOF R-2 DECK 5X16 - 30X22 rn S-2 b ON TOP OF DUCT 600-16X10 RTU-1 0 K^^ 14X14 V/ 0 R=1 10"0 S 506--1 X10 � 50016X10 500---16X10 16X16 PROVIDE CONCENTRIC DIFFUSER, SEE DETAIL. RUSKIN CDS-60 48X48 MILL FINISH, FULL SIZE ROUND SUPPLY AND RETURN TO CONCENTRIC DIFFUSER CONNECTIONS 1 0111 1 Oil 2 RTU-2 10 x PROVIDE CONCENTRIC DIFFUSER. SEE DETAIL. RUSKIN CDS-60 48X48 MILL FINISH, FULL SIZE ROUND SUPPLY AND RETURN TO CONCENTRIC DIFFUSER CONNECTIONS If If III Oil RTU-4 12"0 S-1 500 OOR PLAN—. R_1 20"0 (TYP. 3 72X18 N N 12"0 x co N S-1 " 500 12"0 RTU-6 S-1 S-1 600 R-1 S-1 F-1, F-2- COOK r 125 F_2 GC -SERIES CEILING MOUNTED EXHUAST FAN TIED TO LIGHT SWITCH ~, j_ __. 200 CFM- .375" SP ...._...._._ ......... 120/1 PHASE APPX 100 W RTU-3 PROVIDE CONCENTRIC DIFFUSER. SEE _ jl DETAIL. RUSKIN CDS-60 48X48 MILL FINISH, FULL SIZE ROUND SUPPLY II o 11 AND RETURN TO CONCENTRIC DIFFUSER CONNECTIONS N N I Oil I! Ail, PROVIDE CONCENTRIC DIFFUSER. SEE RTU-5 DETAIL. RUSKIN CDS-60 48X48 MILL FINISH, FULL SIZE ROUND SUPPLY AND RETURN TO CONCENTRIC DIFFUSER CONNECTIONS CENTRAL CONTROLLER FOR RTU'S BY CONTRACTOR- REFER TO LEASE AGREEMENT FOR CONTROL SYSTEM DETAILS ■ F-1 f� -- 6" MINE INSULA MECHANICAL PART PLAN 1 /8" = 1 '-0" STEEL WIRE TO STRUCTURE SPIN -IN FITTING WITH VOLUME DAMPER METAL DUCT FOR SIZE SEE nPLAN AIR SCOOP (SUPPLY � N Y) LOCKING QUADRANT li. - y' t • " 1 r a r6 s cy) A �r� r 1" LINER 1OP WITH OPEN END. _y � W x' ^ CD LO CO 0 O N F+ W U ti co k U) Lo A:- ULLJw 'o NOTE: REFER TO GENERAL NOTE 4, `J THIS SHEET FOR CONDENSATE DRAIN V Q z U a REQUIREMENTS. N calpp{ RTU INSTALLATION DETAIL o -jLL MOUNT FAN FROM STRUCTURE .r ABOVE WITH THREADED RODS. PROVIDE NEOPRENE ISOLATOR PADS. {' ' EXTEND 4' FROM FAN DISCHARGE " } PROVIDE BDD . . . -SUPPORT STRAP'R ►,` i- INSULATED FLEX DUCT,: HANGER (TYP.) .... INSULATED SUPPLY ADAPTER/PLENUM • �° T-BAR FRAME (TYP.)- PROVIDE METAL GASKETED FRAME AT GYP INSTALLTIONS ACCES ✓- CEILING TO SIDEWALL PANELS FLEX CONN. U_ DISCHARGE CAP W/SCREEN EE{t O I DEVICE NECK SIZE TO MATCH RUN OUT CEILING FAN DETAIL LL . DIFFUSER / RETURN DETAILir ` EXHAUST FAN, ROOF HOOD :1. 4.. RESILIENT PAD z_ w (CAULK BOTH FACES) CO F— 7ti;4u 3 X d , »i4.1 �• WOOD NAILER F FIBERGLASS INSULATION; �{ PREFAB. ROOF }` CURB W/CANT. 16009 t wrraj MIN 8": FROM ROOF TFLASHING O UNIT {":51 , \ I / H BUILT-UP ROOF W INSULATION ' . Q ah TYPE RE 2 SQUARE THROAT 0 "" ELBOW WITH VANES 0'°� TYPE RE 1 RADIUS ELBOW CENTERLINE = 3W = STD RADIUS 2 DUCT ELBOW DETAIL a,, k 0 " 1 ANGLE IRON FRAME SUPPORT YyF+' q 3 r e i �31 J ' w a, NOTE: ROOF CURBS SHALL HAVE RAISED CANTS WTIH HEIGHT TO MATCH ... AIR DEVICE SCHEDULE DESIGN MARK LAYOUT BASIS TYPE FACE SIZE MOUNTING FINISH MATERIAL NOTES S-1 TITUS TMS CEILING DIFFUSER 24X24 LAY -IN WHITE STEEL 1,2,4 S-2 TITUS 300_S ADJUSTABLE DBL DEFLECTION SIDEWALL PER PLANS WALL WHITE STEEL 1,3,5 R-1 TITUS 50FF 3/4" SINGLE DEFL SIDEWALL RETURN 24X24 LAY -IN WHITE ALUMINUM 1,2,4 R-2 TITUS 350FSF 3/4" SINGLE DEFL SIDEWALL RETURN PER PLANS GYP. WHITE STEEL 1,5 NOTES 1 . NECK SIZE TO MATCH DUCT RUN OUT SIZE AS SHOWN ON MECHANICAL PLANS. 2 .PROVIDE MANUFACTURER'S ACCESSORY INSULATED PLENUM WITH RUN OUT SIZED CONNECTION. 3 .DIVERT DIFFUSER BLADES TO 35 GREES BELOW VERTICAL TO COVER 120 DEGREE SPREAD 4 .BALANCING DEVICE AT RUN OUT TAKEOFF 5 .PROVIDE BALANCING DEVICE AT GRILLE/RETURN FACE END ROOF INSULATION 4..£,,�Y•.,. ; CONTRACT DATE: 01.05.2016 RTU CURB DETAIL j BUILDING TYPE: N/A PLAN VERSION: DEC 2015,'-•, SITE NUMBER: N/A i STORE NUMBER: N/A ' e; SHELL BUILDOUT 5935 GALL BLVD�.` ZEPHYRHILLS, FL 33541 PACKAGED GAS/ELECTRIC ROOFTOP UNIT SCHEDULE MIN FAN COOLING COOLING HEATING HEATING NOM UNIT QTY FAN OA FAN MOTOR TOTAL SENSIBLE MBH MBH HEATING VOLTS/ MARK SERVES MODEL TONS CONFIG COMPR. CFM CFM ESP HP MBH MBH OUTPUT INPUT STAGES PHASE RTU-1 LOADING AREA TRANE YHC120 10 DOWNFLOW 2.00 3500 450 0.5 2 120 90 120 150 1 20813 RTU-2,3;4,5 SALES TRANE YSC150 12.5 [}OWNFLOW 2.00 4375 1 500 0.5 2 1 146 110 120 150 1 1 208/3 RTU-6 ENTRY/SALES TRANE YHC150 12.5 DOWNFLOW 2.00 4375 300 0.5 2 146 110 120 150 1 208/3 72.5 NOTE 1: INDOOR COIL EAT = 80/67 FOR COOLING, 70 FOR HEATING. NOTE 2: OUTDOOR COIL EAT = 95 FOR COOLING, 17 FOR HEATING. NOTE 3: ESP DOES NOT INCLUDE FILTERS. FAN PERFORMANCE FOR DIRECT DRIVE UNITS IS AT HIGH SPEED. NOTE 4: UNIT MOUNTED DISCONNECT AND UNPOWERED RECEPTACLE, CONDENSER COIL GUARDS- EPDXY COAT EVAP/COND COILS, STAINLESS STEEL HEAT EXCHANGEF NOTE 5: FACTORY MOUNTED SMOKE DETECTOR IN RETURN COMPARTMENT AND INTERNAL FLOAT SWITCH WIRED FOR UNIT SHUTDOWN. NOTE 7: PROVIDE MANUFACTURER ACCESSORY ROOF CURB. CURB ADAPTORS SHALL REQUIRE SPECIFIC ENGINEER APPROVAL. NOTE 8: COORDINATE VOLTAGES WITH ELECTRICAL DRAWINGS PRIOR TO ORDERING. SUBMITTALS SHALL BE REQUIRED TO HAVE ELECTRICAL ENG. APPROVAL NOTE 9: LOW GAS HEAT WITH 7 W.C. INLET PRESSURE. PROVIDE REGULATOR AT EACH UNIT SIZED TO ACHIEVE 7" W.C. DELIVERY PRESSURE. NOTE 10. PROVIDE REFRIGERANT HOT GAS REHEAT DEHUMIDIFICATION. RTU-6 T7 11 11 11 I I I I I I I 1 1 ENCI x; •:x i ,1 , REMODEL PHASE 1 a• '.: MECHANICAL P FLOOR it PLANS AND r�� s SCHEDULES m1mo , R t }r 3 7,t }�y} PLOT DATE: II THREADED ROD TO STRUCTURE II ^�I CLEVIS HANGER L l y �C IIJ � I fir II II PIPE OR II CONDUIT 6 WIDE SADDLEI II _ _ r I II 1 - RIGID INSULATION INSERT PIPING HANGERS 1. PROVIDE CLEVIS SUPPORTS WITH BEAM CLAMP, CONCRETE ANCHORS (CONCRETE STRUCTURE), SCREWED BRACKET (WOOD STRUCTURE). PROVIDE HANGER OUTSIDE OF INSULATION WITH RIGID FOAM GLASS INSULATION SECTION AT HANGERS. PROVIDE 16 GAUGE PIPING SADDLE AT EACH HANGER. NO WELDING OR CUTTING OF STEEL STRUCTURAL MEMBERS SHALL BE PERMITTED. LAYOUT BASIS SHALL BE ANVIL 260. ROD SIZE PER CLEVIS HANGER DIMENSIONS FOR EACH PIPE SIZE: 3/8" FOR 2" PIPE OR LESS, 1/2" UP TO 3" PIPE AND 5/8" FOR 4" PIPE 2. HANGER INSTALLATION FOR HOT WATER PIPING SHALL NOT PREVENT MOVEMENT FOR PIPING EXPANSION. SPACING AS FOLLOWS: STEEL PIPE: 1/2 TO 1-1/4 - 7' ; 1-1/2 TO 2-1/2 - 9' ; 3 &4 - 12' ; 6 &8 - 17' ; 10 AND UP- 22' COPPER PIPE: 1/2 TO 1 - 5' ; 1-1/4 TO 2 - 7' ; 2-1/2 AND UP - 9' CAST IRON: 10' WITH SUPPORT AT EACH JOINT, TAKEOFF, AND FITTING. PVC DRAINAGE (140 DEG F SERVICE UP TO 6 - 80 DEG F ABOVE 6 ): UP TO 3 - 3' ; 4 TO 6 - 4,; ABOVE 6 - 8' PVC VENT (80 DEG F SERVICE): UP TO 1-1/2 - 5' ; 2 -3 - 6' ; ABOVE 3 7' CHROME PLATED ESCUTCHEON AT WALL 3/4"xi/2" TEE. " C.W. SUPPLY '? HEADER ABOVE --\ \\J71, k, CEILING --- ----- -----L--- TRAP PRIMER VALVE WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT. PRECISION PLUMBING PRODUCTS Pi-500 OR P2-500 —� 1/2" COPPER TUBIING TRAP SUPPLIES. ROUTE BELOW FLOOR TO FLOOR DRAIN TRAPS. SEE PLANS FOR EXACT NUMBER OF LINES. PIPE HANGER DETAIL. PROVIDE DISTRIBUTION HEADER ACCESSORY FOR PRIMERS SHOWN SERVING MULTIPLE FIXTURES. i I i NOTE: MOUNT THE TRAP PRIMER VALVE ABOVE CEILING AND AT LEAST ONE FOOT ABOVE THE FLOOD LEVEL RIM OF THE HUB DRAIN FLOOR FOR EVERY 20 FEET OF PRIMER LINE. PROVIDE WITH ACCESS PANEL WHERE LOCATED ABOVE A HARD CEILING). PROVIDE PRIMER SERVICE FOR ALL FLOOR DRAINS AND HUB DRAINS. TRAP PRIMER DETAIL COMBINATION T&P RELIEF VALVE ROUTE T&P DI TO SPILL INTC SINK. a;WI T =LIEF VALVE 3/4" CW ELECTRIC UNION, P ?ANSION TANK SURE TO WALL )EEP SHEETMETAL MN PAN ROUTE 3/4" DRAIN PAN TO MOP SINK ELEC. WATER HEATER DETAIL a PILLOW BLOCK MODEL SHOWN. MODEL 1.5 MAY USED FOR SMALLER PIPING. SEE P3.1 FOR PI SIZES. WC-2 LV-1 DOMESTIC WATER FLOOR PLAN_ NYLON ROLLER WITH TEFLON BASE MOUNTING HOLES FOR PLUMBER'S TAPE AS REQUIRED BY CODE. NOTE: 1) PIPE SUPPORTS SHALL BE SPACED AS SPECIFIED IN THE PLUMBING SPECIFICATIONS. 2) DO NOT ATTACH SUPPORTS TO ROOF. PROVIDE PROTECTIVE MEMBRANE BETWEEN ROOF AND SUPPORT PER ROOFING MANUFACTURER'S RECOMMENDATIONS. PROVIDED AND INSTALLED BY THE PLUMBING CONTRACTOR. 3) PIPING SUPPORT NOT PERMITTED ON REFRIGERANT OR ANY OTHER INSULATED ROOF PIPING, ROOF PLUMBING PIPE SUPPORT DETAIL VALVES FOR NATURAL GAS SYSTEM 1. PLUG VALVES (3" IN SIZE AND LARGER): VALVES SHALL BE THE SEMI -STEEL TYPE WITH CAST IRON BODY, LUBRICATED CAST IRON PLUG, FLANGED ENDS AND WRENCH OPERATED FOR 175 POUND W.O.G. VALVES LAYOUT BASIS SHALL BE WALWORTH1797F 2. PLUG VALVES (2 1/2" IN SIZE AND SMALLER): VALVES SHALL HAVE BRONZE BODY AND PLUG, THREADED ENDS AND SQUARE HEAD FOR 175 POUND W.O.G. VALVE LAYOUT BASIS SHALL BE: WALWORTH NO. 1736 3. BALL VALVES (1/2", 3/4", AND 1" UP TO 1/2 PSI FOR APPLIANCE CONNECTION): VALVE SHALL BE LEVER HANDLE, 600 PSI CWP RATED - 1/2 PSI FOR INDOOR APPLIANCE CONNECTIONS PER ANSI Z21.15 & CGA 9.1A. LAYOUT BASIS SHALL BE NIBCO GB1A. 4. LUBRICATED PLUG VALVES SHALL BE LUBRICATED AT THE FACTORY AND SEALANT SHALL BE DESIGNED FOR NATURAL GAS. PROVIDE SIX (6) STICKS OR TUBES OF SEALANT UTILIZED AND TURN SUCH OVER TO THE OWNER. PROVIDE ONE (1) VALVE WRENCH FOR EACH SIZE AND TYPE OF VALVE HEAD AND TURN SUCH WRENCHES OVER TO THE OWNER. 5. PRESSURE REGULATING VALVE: VALVE SHALL HAVE INTERCHANGEABLE ALUMINUM ORIFICE, MOLDED DEEP CONVOLUTION DIAPHRAGM WITH O-RING SEAL, PLATED STEEL DIAPHRAGM PLATE, STAINLESS STEEL LEVER PIN, ONE PIECE MOLDED BUNA-N VALVE SEAT, DIE CAST ZINC VALVE STEM, DELRINFI VENT VALVE WITH BUNA-N SEAT, SPRING LOADED INTERNAL RELIEF VALVE ASSEMBLY, 1" AND 3/4" THREADED VENT WITH STAINLESS STEEL SCREEN, FIBERGLASS REINFORCED POLETHELYNE SEAL CAP WITH INTEGRAL RELIEF VALVE STOP, AND FIELD INTERCHANGEABLE ADJUSTMENT SPRING, CSA 6-18 APPROVED. PROVIDE THREE SPRINGS AT RATED OUTLET PRESSURE PLUS SPRING FOR NEXT HIGHES AND LOWEST PRESSURE RATING FOR BALANCING PURPOSES. PROVIDE ALL VENTING REQUIRED BY THE MANUFACTURER FOR ALL INDOOR MOUNTED REGULATORS. LAYOUT BASIS SHALL BE ACTARIS B42N. 6. CONTRACTOR SHALL PROVIDE REGULATORS AT ALL APPLIANCE CONNECTIONS REGARDLESS OF SUPPLY PRESSURE UNLESS THE REQUIRED EQUIPMENT DELIVERY PRESSURE CAN BE DELIVERED WITHOUT THE USE OF A REGULATOR. 7. CONTRACTOR TO COORDINATE INLET/OUTLET PRESSURES WITH DRAWINGS AND GAS EQUIPMENT MANUFACTURERS REQUIREMENTS. 8. INSTALL ALL REGULATORS CLEAR OF ANY EQUIPMENT ACCESS SUCH THAT VALVE SPRINGS AND ORIFICE CAN BE ACCESSED WITHOUT REMOVING VALVE. MAKE CONNECTION TO OR APPLIANCE FLEX HOSE QUICK CONNECTION FITTING OR UNIT GAS MANIFOLD INSIDE CABINET WITH GROUND JOINT UNION. PROVIDE GROMMET IN CABINET FOR WATER -TIGHT SEAL FOR C HVAC CONNECTIONS. PRESSURE REGULATOR WITH VENT LIMITER OR VENT TO OUTDOORS. PROVIDE AT EACH APPLIANCE WHEN SERVICE IS GREATER THAN 7" W.C. cq-� FULL SIZE FULL PORT GAS COCK OR BALL VALVE RIP/DIRT POCKET NOTE: CONTRACTOR SHALL VERIFY ALL GAS FIRED EQUIPMENT CONNECTION LOCATIONS IN THE FIELD PRIOR TO INSTALLING ANY GAS PIPE MAINS OR BRANCHES. INSTALL THE GAS TRAIN SUCH THAT ACCESS PANEL SWINGSHALL NOT BE IMPEDED. GAS PIPING EQUIPMENT CONNECTION DETAIL, NATURAL GAS FLOOR PLAN vas„ _ 11_0„ LAP SEALANT S/S CLAMPING RING PRE -MOLDED PIPE FLASHING BOOT. — ATTACH BOOT TO ROOF PER ROOF MFR ---N RECOMMENDATIONS. TO INDOOR GAS EQUIPMENT--, PRESSURE REGULATOR WITH INTERNAL VENT. in STEEL SLEEVE WELD TO STRUCTURE AND FILL WITH WATER PROOF MASTIC GAS PIPING RUN TIGHT TO BOTTOM OF STRUCTURE GROUND JOINT UNION GAS COCK WITH PLUGGED 1/8" NPT TEST GAUGE CONNECTION DRIP/DIRT POCKET GAS PIPING DETAIL- ROOF INSTALLATION GAS PIPING ON ROOF. SEE P200 FOR ROUTING. GAS PIPE ADJUSTMENT AT ROOF OBSTRUCTIONS TYPICAL GAS PIPE SUPPORT. SEE DETAIL 13/P400 (TYP) • U z H Zw� �A c) C �co N o � co CD �UwwC/)a-) Nz�Q� L11::)I rr=cam F—UJzUco oN� � pc\l _- cn h� w z w v Q 0 Ir 0 J CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 DOMETIC WATER AND NATURAL GAS FLOOR PLANS P1.0 PLOT DATE: GENERAL PLUMBING NOTES �I✓ CONNECT TO WC-2 NICKLE BRONZE ADJUSTABLE SCORIATED SECURED COVER. FLUSH WITH FLOOR LINE BRONZE TAPER THREAD PLUG WITH COUNTER SUNK HEAD 45' WYE AND 1/8TH BEND FITTING OR COMBINATION FLANGE FITTING WASTE LINE LENGTH TO SUIT �Iml NOTE: CLEAN -OUT TO BE J.R. SMITH MODEL 4100-F SERIES OR EQUAL INSTALLATION SHALL BE LV-1 FLUSH WITH SURROUNDING FLOOR SURFACES. FLOOR CLEANOUT DETAIL PLUMBING FIXTURE SCHEDULE FIXTURE TAG DRAIN VENT CW HW FIXTURE DESCRIPTION FIXTURE SPECIFICATION VALVE/FACUET SPECIFICATION WC-1 3 1-1/2" 3/4" KOHLER WELLWORTH ELONGATED PRESSURE ASSIST TANK -TYPE TOILET. CENTOCO 500 STSCCSS, EXTRA HEAVY DUTY SOLID PLASTIC, ELONGATED OPEN FRONT SEAT, WHITE, SLOAN FLUSH -MATE PRESSURE ASSIST WATER CLOSET - TANK K3493 COVER WITH SLOW CLOSE SNAP -OFF HINGES. TANK COVER LOCK. WC-2 3 1-1/2" 3/4" KOHLER HIGHLINE ELONGATED PRESSURE ASSIST TANK -TYPE TOILET. CENTOCO 500 STSCCSS, EXTRA HEAVY DUTY SOLID PLASTIC, ELONGATED OPEN FRONT SEAT, WHITE, SLOAN FLUSH -MATE PRESSURE ASSIST ADA WATER CLOSET - TANK K3505 COVER WITH SLOW CLOSE SNAP -OFF HINGES. TANK COVER LOCK. ADA COMPLIANT. UR-1 2 1-1/4" 3/4" SLOAN VITREOUS CHINA, WALL HUNG SIPHON JET WITH FLUSHING RIM, 3/4" TOP SPUD; JAY R. SMITH 0644 FLOOR CARRIER. MOUNT AT HANDICAP HEIGHT. MANUAL FLUSH URINAL SU-1005-.5 SLOAN ROYAL180-1.0 LV-1 1.5 1.25 0.5 0.5 PROFLOW VITREOUS CHINA, 19"X15" SELF RIMMIN WITH OVERFLOW & GRID DRAIN, 4" CENTERS; PROVIDE CHROME PLATED LOOSE KEY ANGLE STOP, P-TRAP, KOHLER K-7404 4" CENTERS COUNTER -MOUNT LAVATORY PF20174 ESCUTCHEON AND SUPPLIES. INSTALLED PER ADA ACCESSIBILITY. MANUALTWO - LEVER WITH WRISTBLADES SK-1 1.5 1.25 0.5 0.5 ELKAY SINGLE COMPARTMENT, 20-GAUGE 304 STAINLESS STEEL SELF -RIMMING, FULLY COATED UNDERSIDE; DELTA FAUCET 21984LF, 3-HOLES WITH 4TH HOLE FOR LARGE SINGLE BOW SINKL LRAD312255 SPRAY NOZZLE, SWIVEL GOOSENECK SPOUT, INSTALL PER ADA ACCESSIBILITY. FD-1 3 1.5 JAY R. SMITH CAST IRON BODY AND FLASHING COLLAR; 6" NICKEL BRONZE ROUND STRAINER; VANDLE PROOF GRATE; P-050 TRAP PRIMER OPTION. CAST IRON GRATES FLOOR DRAIN 2010.00 NOT PERMITTED. FCO-1 4 JAY R. SMITH CAST IRON CLEANOUT; NICKEL BRONZE 6" ROUND ADJUSTABLE SCORIATED VANDAL PROOF TOP; GASKET SEAL ABS THREADED PLUG WITH SLOT TO FLOOR CLEAN OUT 4020S RECEIVE 1/2" BAR STOCK. ARFCO- ACID RESITANT OPTION. WCO-1 4 JAY R. SMITH CAST IRON SPIGOT FERRULE; CAST BRONZE TAPER THREADED COUNTERSUNK PLUG WITH SLOT TO RECEIVE 1/2" BAR STOCK WALL CLEAN OUT 4420.00 EWC-1 1.5 1.25 0.5 OASIS WALL HUNG, BARRIER FREE. SPLIT LEVEL, ALL STAINLESS STEEL CABINET; 8 GPH OF 50' WATER AT 90 'AMBIENT; 1/4 HP, 120V/1 PH. PROVIDE QUARTER ELEC WTR COOLER P8ACSL TURN ANGLED STOP, P-TRAP AND SUPPLIES. INSTALLED PER ADA ACCESSIBILITY. WHA JAY R. SMITH 5000 SERIES STAINLESS STEEL PRESSURIZED COMPRESSION CHAMBER; THREADED NIPPLE CONNECTION; SIZE AS INDICATED ON DRAWINGS WATER HAMMER ARRESTOR MS-1 3 1.5 0.75 0.75 FIAT ONE PIECE SERVICE BASIN; AND 3.0 GPM FLOW RESTRICTOR; DELTA 28T910 STAINLESS STEEL MOP HOLDER; 28T911 HEAVY DUTY 31" LONG REINFORCED DELTA 28T9 MOP SERVICE BASIN MSB-3636 OR 24X24 HOSE, BRASS COUPLING, STAINLESS STEEL HANGER BRACKET, W/RUBBER GRIP. WITH INTERGRAL VACUUM BREAKER MXV-1 .75(X2) POWERS MULTI -FIXTURE MIXING VALVE, SOLID BRASS WITH INTEGRAL CHECK. THREADED UNION CONNECTIONS. ASSE1017 MIXING VALVE LM490 TP-1 0.5 PPP PRESSURE ACTIVATED TRAP PRIMER- PROVIDE DISTRIBUTION FITTING FOR UP TO 4 OUTLETS AS SHOWN ON DRAWINGS. PRESSURE ACT.TRAP PRIMER PR-500 1. ALL FIXTURES, EQUIPMENT, TRIM, FITTINGS, ETC. SHALL COMPLY WITH LOCAL, STATE AND/OR FEDERAL REGULATIONS AND CODES, INCLUDING BUT NOT LIMITED TO WATER AND ENERGY CONSERVATION CODES, AND THE AMERICANS WITH DISABILITIES ACT (ADA). THE SCHEDULE REFLECTS FIXTURES AND EQUIPMENT WHICH ARE MINIMUM CRITERIA AND SHALL BE THE BASIS FOR CONTRACTORS BASE BID. WHERE SPECIFIED FIXTURES AND/OR EQUIPMENT ARE NOT IN COMPLIANCE WITH GOVERNING CODES AND REGULATIONS, THE CONTRACTOR SHALL PROVIDE AN ALTERNATE BID FOR THE SUBSTITUTIONS OF COMPLYING FIXTURES, EQUIPMENT, FITTINGS, ETC. THE ABSENCE OF AN ALTERNATE BID SHALL BE CONSTRUED TO MEAN THAT THE CONTRACTORS BASE BID INCLUDES ALL COSTS NECCESSARY TO MEET ALL REGULATIONS AND CODES. WATER HEATER SCHEDULE LAYOUT STORAGE GAS INPUT OUTPUT ELECTRICAL GPH RECOVERY TEMP ELEC EXPANSION TANK MARK TYPE BASIS GALLONS MBH MBH CAPACITY KW @80 DEG RISE SETTING VOLT/PHASE ACCPETANCE GAL WH-1 ELEC STORAGE PROMAX 40 -- -- 4.5KW 60.00 110 208/1 5 1. PROVIDE ARMSTRONG LST EXP TANK AND T&P SET AT 150 PSI DISCHARGE TO HUB DRAIN. DO NOT ROUTE INTO DRAIN PAN. 2. PROVIDE 2" DEEP DRAIN PAN BENEATH STORAGE TYPE WATER HEATER TO ENCASE ENTIRE WATER HEATER FOOTPRINT. TINSTALL PER PDI STANDARDS AND MANUFACTURER'S PDI I i INSTRUCTIONS. SIZE PROVIDE A WHA „A„ AT ALL QUICK - CLOSING VALVES. SINGLE FIXTURE PDI SIZE PIPE SIZE FIXTURE UNIT LOAD A 1/2" 1-11 B 3/4" 12-32 C 1" 33-60 D 1-1/4" 61-113 E 1-1/2" 114-154 F 2" 154-330 r- HOT OR COLD WATER SUPPLY IF HORIZONTAL BRANCH IS LESS THAN 20' LONG, PROVIDE ONE WHA AT END OF LINE. IF BRANCH IS GREATER THAN 20' LONG, PROVIDE ANOTHER WHA IN MIDDLE, EACH SIZED FOR HALF THE FIXTURE UNITS. - MULTIPLE FIXTURES FIXTURE UNIT TABULATION FIXTURE COLD HOT VALVE WATER CLOSET 10 -- TANK WATER CLOSET 3 -- LAVATORY/SINK 2 2 SHOWER/BATHTUB 2 2 DO NOT PROVIDE AIR CHAMBERS. PROVIDE WATER HAMMER ARRESTERS BY SIOUX CHIEF, PRECISION PLUMBING PRODUCTS, WATTS OR APPROVED EQUIVALENT WITH PISTON AND 0-RING CONSTRUCTION, HAVING PDI #WH-201, ASSE # 1010 AND ANSI # Al 12.26.1 M CERTIFICATION. INSTALL IN HORIZONTAL OR VERTICAL POSITION, BUT NEVER UPSIDE DOWN. INSTALL IN LINE WITH WATER FLOW IF POSSIBLE. SIZE THE UNITS AS SHOWN ON THE DRAWINGS AND/OR PER THE TABLES SHOWN ABOVE. SIOUX CHIEF "MINI -RESTER" MAY BE USED AT EACH FIXTURE. PROVIDE ACCESSIBILITY TO "WHA" WHERE REQUIRED BY LOCAL CODE. 1. THESE DRAWINGS ARE SCHEMATIC IN NATURE AND ARE NOT INTENDED TO SHOW ALL POSSIBLE CONDITIONS. IT IS INTENDED THAT A COMPLETE PLUMBING AND FIRE PROTECTION SYSTEM BE PROVIDED WITH ALL NECESSARY EQUIPMENT, APPURTENANCES AND CONTROLS COMPLETELY COORDINATED WITH ALL DISCIPLINES. ALL PARAMETERS GIVEN IN THESE DOCUMENTS SHALL BE STRICTLY CONFORMED TO. ANY ITEMS AND LABOR REQUIRED FOR A COMPLETE PLUMBING AND FIRE PROTECTION SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS, LOCAL AUTHORITIES AND THESE CONTRACT DOCUMENTS SHALL BE FURNISHED WITHOUT INCURRING ANY ADDITIONAL COST TO THE OWNER. CAREFULLY REVIEW ALL CONTRACT DOCUMENTS AND THE DESIGN OF OTHER TRADES BEFORE PREPARING SHOP DRAWINGS. 2. COORDINATE ALL WORK WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL TRADES. PIPE ROUTING SHOWN IS DIAGRAMMATIC. PROVIDE ALL OFFSETS, ETC. TO AVOID INTERFERENCES WITH EQUIPMENT, PIPING, DUCT WORK, LIGHTS, CONDUITS, AND STRUCTURAL ITEMS, ETC... 3. ALL DRAINAGE PIPING AND POTABLE WATER PIPING SHALL BE CONCEALED INSIDE WALLS AND PIPE CHASES OR ABOVE CEILINGS AS HIGH AS POSSIBLE. 4. EXPOSED PIPING AT FIXTURES SHALL BE SECURED TO WALLS CONSTRAINED AGAINST ANY FREE -MOVEMENT OF PIPING. 5. CONTRACTOR SHALL MAKE FINAL CONNECTION TO ALL DOMESTIC WATER, SANITARY SEWERS, STORM DRAINS, FIRE SUPPLY AND GAS SERVICES AT APPROXIMATELY 5'-0" FROM BUILDING STRUCTURE UNLESS OTHERWISE NOTED. 6. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR LOCATION OF ALL PLUMBING FIXTURES. EXACT LOCATION OF ALL PLUMBING FIXTURES MUST BE VERIFIED IN FIELD PRIOR TO INSTALLATION. FINAL LOCATIONS AND HEIGHTS SHALL BE AS DIRECTED BY ARCHITECT. 7. PLUMBING CONTRACTOR SHALL MAKE FINAL CONNECTION TO ALL EQUIPMENT INDICATED ON DRAWINGS INCLUDING KITCHEN AND LAUNDRY EQUIPMENT PER MANUFACTURER'S SPECIFIC INSTALLATION INSTRUCTIONS. FINAL CONNECTION SHALL INCLUDE ANY ADAPTERS, NIPPLES SHUTOFF VALVES, PRESSURE REGULATING VALVES, SHOCK ABSORBERS, BACKFLOW PREVENTION DEVICES, ETC. CONTRACTOR SHALL COMPLETELY REVIEW EACH EQUIPMENT ITEM'S INSTALLATION INSTRUCTIONS PRIOR TO COMMENCEMENT OF WORK. ALL ITEMS REQUIRED FOR INSTALLATION ARE INCLUDED IN THE PLUMBING CONTRACTOR'S SCOPE. 8. DO NOT RUN PLUMBING OR FIRE PROTECTION PIPING THROUGH TRANSFORMER VAULTS, ELECTRICAL CLOSETS, ELECTRICAL SWITCHGEAR ROOMS, ELEVATOR EQUIPMENT ROOMS, COMPUTER ROOMS OR TELEPHONE ROOMS. DO NOT RUN ANY PIPING ABOVE ELECTRICAL PANELS OR OTHER ELECTRICAL/CONTROLS COMPONENTS. 9. ALL COMMERCIAL FIXTURES SPECIFIED BY AN EQUIPMENT PROVIDER SHALL OVERRIDE ANY SPECIFIED PLUMBING FIXTURES ON THIS PLAN. THE PLUMBER SHALL COORDINATE FINAL REQUIRED FIXTURES WITH OWNER/EQUIPMENT SUPPLIER. VERIFY CONNECTION SIZE AND LOCATION OF ALL ITEMS WITH KITCHEN EQUIPMENT DRAWINGS. 10.PROVIDE AN EXPANSION JOINT ON ALL PIPING SYSTEMS THAT CROSS BUILDING EXPANSION JOINTS. 11.PROVIDE CONNECTION TO EXISTING WATER SERVICE WHERE AVAILABLE. PROVIDE WATER METER, PRV STATION WITH FULL SIZE BYPASS, AND RPZ VALVE. COORDINATE METER AND BACKFLOW REQUIREMENTS WITH LOCAL AUTHORITY AND UTILTIY COMPANIES. CONNECT TO EXISTING SANITARY AND KITCHEN WASTE STUB WHERE AVAIALBLE. CONNESTIONS TO EXISTING UTILTIES SHALL BE COORDINATED IN THE FIELD FOR EXACT LOCATION AND INVERT AVAILABILITY. 12.PROVIDE GAS CONNECTION TO EXISTING METER WHERE POSSIBLE. PROVIDE CONNECTION TO ROOF MOUNTED EQUIPMENT AND TO KITCHEN EQUIPMENT AS INDICATED ON KITCHEN EQUIPMENT DRAWING. PROVIDE SHUT-OFF VALVES AT ALL POINTS OF CONNECTION. PROVIDE SOLENOID SHUT-OFF VALVE FOR GAS ITEMS UNDER KITCHEN HOODS. INTERLOCK SOLENOID WITH HOOD FIRE PROTECTION SYSTEM. GAS PIPING SHALL NOT BE ROUTED BELOW FLOORS. PIPING INDICATED AS BELOW SLAB SHALL BE PROVIDED IN A PREFABRICATED MODULAR STAINLESS STEEL UTILITY TRENCH. 13.ALL PLUMBING FIXTURES, PIPING, AND MATERIALS SHALL BE LISTED OR LABELED AND INSTALLED AS PER A RECOGNIZED APPROVAL AGENCY. 14.ALL WORK WITHIN THIS SCOPE OF WORK SHALL COMPLY WITH ALL CITY, STATE AND NATIONAL PLUMBING CODES. ALL WORK SHALL CONFORM TO BUILDING STANDARDS. 15.PLUMBING CONTRACTOR SHALL VERIFY VOLTAGE, PHASE AND WIRE SIZE OF PLUMBING EQUIPMENT REQUIRING ELECTRICAL CONNECTION WITH ELECTRICAL CONTRACTOR PRIOR TO PURCHASE OF EQUIPMENT 16.ALL PLUMBING UTILTIY AND SERVICE REQUIREMNTS SHALL BE COORDINATED BY THE CONTRACTOR WITH THE LOCAL CODE AUTHORITIES AND UTILITY COMPANIES. ANY ADDITIONAL REQUIREMENTS FOR UTILTY SERVICES SHALL BE INCLUDED IN CONTRACTOR SCOPE. 17.COORDINATE ALL UNDERGROUND PIPING WITH GRADE BEAMS, WALL FOOTINGS, COLUMN FOUNDATIONS AND OTHER STRUCTURAL CONDITIONS. 18.ALL DRAINAGE PIPING AND VENT PIPING SHALL SLOPE AT 1/8 INCH PER FOOT UNLESS OTHERWISE NOTED. 19.FLOORS WHERE INDICATED ON ARCHITECTURAL AND /OR STRUCTURAL DRAWINGS SHALL SLOPE TO FLOOR DRAINS. MAXIMUM SLOPE IN ANY DIRECTION SHALL NOT EXCEED 1/4 INCH PER FOOT. EXACT LOCATION OF ALL FLOOR DRAINS AND HUB DRAINS FOR EQUIPMENT MUST BE VERIFIED IN FIELD PRIOR TO INSTALLATION. FINAL LOCATION SHALL BE AS DIRECTED BY ARCHITECT. FLOOR DRAIN SHALL BE COMPLETELY FLUSH WITH THE LOWEST LEVEL OF THE FLOOR SLOPE AND SHALL NOT PROTRUDE BEYOND THE FLOOR SO AS TO CAUSE POOLING AROUND THE DRAIN. CUTTING OF ANY FLOOR DRAINAGE FIXTURE GRATE SHALL NOT BE PERMITTED 20. EXACT LOCATION OF ALL CLEANOUTS MUST BE COORDINATED AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. 21. COORDINATE ALL FIXTURE GRATES, ORIENTATIONS, AND REQUIRED GRATE SPACING WITH THE KITCHEN EQUIPMENT SUPPLIER. VERIFY ALL FLOOR DRAIN AND FLOOR SINK LOCATIONS WITH THE KITCHEN CONSULTANT. HALF -GRATES SHALL BE PROVIDED FOR HUB DRAIN COLLECTING INDIRECT SINK DISCHARGE. CONTRACTOR SHALL COORDINATE FINAL FLOOR SINK LOCATIONS WITH SINK SUPPORT LEGS TO AVOID SUPPORTS SITTING ON GRATES. 22. SANITARY VENTS MUST TERMINATE A MINIMUM OF 10 FT. FROM OR 2 FT. ABOVE AIR INTAKES, WINDOWS OR VENT SHAFTS. 23. INDIRECT WASTE RECEPTORS MUST BE LOCATED WHERE READILY ACCESSIBLE FOR INSPECTION AND CLEANING. 24. ALL HOSE BIBBS AND WASHDOWN FAUCETS ARE REQUIRED TO HAVE PROPER BACKFLOW PREVENTERS WHERE HOSES ARE ATTACHED AND LEFT UNATTENDED. CHEMICAL FEED SYSTEMS AT COMMERCIAL KITCHENS SHALL HAVE DEDICATED BACKFLOW PREVENTERS SEPARATE FROM WASHO-DOWN OR HOSE BIB FIXTURES. 25. PVC PIPING SHALL BE PROHIBITTED IN ANY AIR PLENUM SPACES. PIPING SHALL NOT BE PROVIDED WITHING INSULATED COOLER/FREEZER PANEL WALLS. 26. PROVIDE 12" x 12" ACCESS PANELS FOR SHOCK ABSORBERS, TRAP PRIMERS AND ALL VALVES LOCATED ABOVE NON -ACCESSIBLE CEILINGS AND INSIDE PIPE CHASES. EXACT LOCATION MUST BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND APPROVED BY ARCHITECT PRIOR TO INSTALLATION. ALL ACCESS PANELS SHALL BE LOCATED SO THAT THEY ARE NOT VISIBLE TO PUBLIC VIEW. 27. WALL HYDRANTS AND HOSE BIBBS SHALL BE MOUNTED 1'- 6" ABOVE GRADE OR FLOOR LEVELS. 28. PIPING ISULATION SHALL BE PROVIDED WITH CONTIUOUS AIR -TIGHT VAPOR BARRIER WITH NO LOOSE TAPE OR EXPOSED INSULATION MATERIAL. CONDENSATE PIPING SHALL BE PROVIDED WITH ELASTOMERIC INSULATION. ALL INSULATION AND WRAPPING JOINTS AND SEEMS SHALL BE PROVIDED WITH 1 OVERLAP AND MANUFACTURER RECOMMENDED, AIR-TIGH MASTIC AT ANY INSULATION OR VAPOO BARTER JOINTS. INSULATION SHALL BE INSTALLED WITH FULL THICKNESS, FREE OF ANY INSUALTION COMPRESSION. PROVIDE RIGID INSULATION SECTION AT ALL PIPING HANGERS, 29. PROVIDE REDUCED PRESSURE BACKFLOW PREVENTER AT ALL CONNECTIONS TO MECHANICAL EQUIPMENT, KITCHEN AND LAUNDRY EQUIPMENT, IRRIGATION AND POOL CONNECTIONS, WATER SOFTENERS, VENDING MACHINES, ETC. AS REQUIRED BY CODE AND LOCAL AUTHORITIES. CONTRACTOR IS TO VERIFY WITH THE LOCAL AUTHORITY THE TYPE OF BACKFLOW PREVENTION DEVICE REQUIRED FOR ALL APPLICATIONS PRIOR TO INSTALLATION. DRAINAGE FIXTURE AND PIPING (HUB DRAIN/FLOOR DRAIN ETC) SHALL BE PROVIDED FOR EACH BFP CONTAINING A BACKFLOW DISCHARGE. 30. EXTEND ALL PVC CONDUITS CONTAINING BEVERAGE LINES, HOT AND COLD WATER PIPING, ETC. BELOW FLOOR/GROUND A MINIMUM OF ONE INCH ABOVE FINISHED FLOOR AND SEAL AROUND PIPING TO ENSURE WATER- TIGHT CONNECTIONS. OFFSET ALL PVC BEVERAGE CONDUITS WITH 24" MINIMUM RADIUS FITTINGS. REFER TO KITCHEN EQUIPMENT DRAWINGS FOR ADDITIONAL DETAILS AND REQUIREMENTS. 31. PROVIDE A VALVED BYPASS AT ALL EQUIPMENT INCLUDING WATER HEATERS, STORAGE TANKS WATER SOFTENERS, BOOSTER PUMPS, FIRE PUMPS, ETCO FOR MAINTENANCE OF EQUIPMENT. 32. PROVIDE BALL VALVES AT ALL BRANCH LINES SERVING MULTIPLE FIXTURES. PROVIDE ACCESSIBLE BALL VALVE AT EACH FIXTURE CONNECTION (IN ADDITION TO ANY EXPOSED STOPS) OR FIXTURE HEADER BRANCH CONNECTION. 33. INSTALL VACUUM BREAKERS A MINIMUM OF 6" ABOVE THE FLOOD LEVEL RIM OF A FIXTURE SERVED WITH NO SHUT-OFF DEVICES BEYOND THE DISCHARGE OF THE VACUUM BREAKER. 34. THE USE OF RISER CLAMPS TO SUPPORT VERTICAL PIPE ALONG WALLS, OR COLUMNS IS PROHIBITED. PROVIDE B-LINE 22 STRUT & B-2000 PIPE CLAMPS 35. CONTRACTOR SHALL HANG ALL PIPING FROM THE STRUCTURAL MEMBERS (W-SHAPES, BAR JOISTS) WITH CLAMP -TYPE CONNECTIONS. PIPING SHALL NOT BE SUPPORTED FROM THE METAL DECK. STRUCTURAL MEMBERS SHALL NOT BE CUT OR DRILLED. 36. ALL JOINTS, ANNULAR SPACES, OR OPENINGS INTO HOLLOW OR INACCESSIBLE AREAS ARE TO BE CLOSED TO 1/32" OR LESS FOR FOOD SERVICE AREAS. 37. ALL ANNULAR SPACES ARE TO BE CLOSED AND ESCUTCHEON PLATES AT HAND WASHING AREAS MUST BE SECURED. 38. TRAP FOR FLOOR DRAINS, FLOOR SINKS, OR HUB DRAINS ASSOCIATED WITH THE FOOD SERVICE AREAS AND NOT AS AN INDIRECT WASTE RECEPTOR SHALL BE PROVIDED WITH A WATER SEAL OF AT LEAST 4" DEEP. 39. INSTALL VACUUM BREAKERS A MINIMUM OF 6" ABOVE THE FLOOD LEVEL RIM OF THE FIXTURE SERVED WITH NO SHUT-OFF DEVICES BEYOND THE DISCHARGE OF THE VACUUM BREAKER. 40. ALL JOINTS, ANNULAR SPACES, OR OPENINGS INTO HOLLOW OR INACCESSIBLE AREAS ARE TO BE CLOSED TO 1/32" OR LESS FOR FOOD SERVICE AREAS. INSTALL ALL FITTINGS AT FULL LINE SIZE WITH CLEAR ACCESS TO ALL ACCESS PORTS AND FITTING HANDLE SWING CLEARANCES. PRESSURE GAUGE STRAINER 1" WATTS 25 UAB-DU-Z3 W/INTEGRAL STRAINER 1-1/4" ff't_ ; u) WATTS 009 RPZ BACKFLOW- COORDINATE WITH LOCAL WATER UTILITY COMPANY REQUIREMENTS. ROUTE DISCHARGE TO HUB DRAIN. W IQ SET AT 70# i} Im Ill 1-1/4" WATER SERVICE DETAIL U �I r� V H Zz _Qom C) � C) co aC110C) Nco W U) (o coajVwwcnLn U (� V rn ♦` CwwDQ� vl~TIUQ[=c� co � N 0 LL • aIdofi6 16009 v 0 n 0 O z w U) z w U J Q ❑ o: O J U- o= Q z U) D CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 SANITARY WASTE AND VENT FLOOR PLANS Pi mi ' �' �11 WATER HAMMER ARRESTOR DETAIL PLOT DATE: K ELECTRICAL LEGEND F21 O FLUORESCENT TROFFER, TYPE AS NOTED DUPLEX RECEPTACLE 18" AFF OR AS NOTED, NEMA 5-20R LAFLUORESCENT TROFFER, TYPE AS NOTED PROVIDE WITH EMERGENCY BALLAST wP WEATHER PROOF DUPLEX RECEPTACLE 18" AFF OR AS NOTED, NEMA 5-20R ® FLUORESCENT TROFFER, TYPE AS NOTED DUPLEX RECEPTACLE ABOVE COUNTER OR AS NOTED, NEMA 5-20R ® FLUORESCENT TROFFER, TYPE AS NOTED PROVIDE WITH EMERGENCY BALLAST QUAD RECEPTACLE 18" AFF OR AS NOTED, NEMA 5-20R Q RECESSED CAN FIXTURE, TYPE AS NOTED IG DUPLEX RECEPTACLE 18" AFF OR AS NOTED, NEMA 5-20R O RECESSED CAN FIXTURE, TYPE AS NOTED PROVIDE WITH EMERGENCY BALLAST SPECIAL PURPOSE RECEPTACLE 18" AFF OR AS NOTED, SEE SCHEDULE F--o---i FLUORESCENT STRIP FIXTURE WALL / CEILING MOUNTED JUNCTION BOX (Di WALL MOUNTED FIXTURE, TYPE AS NOTED 60/3/1 0i UNFUSED DISCONNECT SWITCH RATING/POLES/NEMA RATING PENDANT FIXTURE, TYPE AS NOTED 60/3/3R/40 FUSED DISCONNECT SWITCH RATING/POLES/NEMA RATING/FUSE SIZE PENDANT FIXTURE, TYPE AS NOTED PROVIDE WITH EMERGENCY BALLAST MOTOR 44+ TRACK LIGHT FIXTURE, TYPE AS NOTED —I�� GROUND IN EMERGENCY LIGHT TRANSFORMER 41 EXIT/EMERGENCY LIGHT COMBINATION OM UTILITY GRADE METER ® CEILING MOUNTED EXIT SIGN ® TRANSIENT VOLTAGE SURGE SUPPRESSOR WALL MOUNTED EXIT SIGN v TELEPHONE OUTLET, PROVIDE 4" BOX SINGLE GANG PLASTER RING, 3/4" C ABOVE CEILING $ SINGLE POLE SWITCH, 44" AFF V DATA OUTLET, PROVIDE 4" BOX SINGLE GANG PLASTER RING, 3/4" C ABOVE CEILING TWO SINGLE POLE SWITCHES GANGED TOGETHER FOR INNER/OUTER CONTROL OF LAMPS, 44" AFFsm © TELEVISION/CABLE OUTLET THREE SINGLE POLE SWITCHES GANGED TOGETHER 44" AFF ® TELEPHONE OUTLET, PROVIDE 4" BOX FLUSH IN FLOOR, 3/4" C ABOVE CEILING $3 THREE WAY SWITCH, 44" AFF ® DATA OUTLET, PROVIDE 4" BOX FLUSH IN FLOOR, 3/4" C ABOVE CEILING 03 TWO THREE WAY SWITCHES GANGED TOGETHER FOR INNER/OUTER CONTROL OF LAMPS, 44" AFF DOOR HOLD -OPEN DEVICE $4 FOUR WAY SWITCH, 44" AFF a TRANSFORMER, SEE ONE LINE WALL BOX DIMMER 1000W UNLESS NOTED DIFFERENTLY 44" AFF SPEAKER STROBE $Wp WEATHER PROOF SWITCH, 44" AFF HORN $M MOTOR RATED SWITCH, 44" AFF OR AS NOTED Q PULL STATION $pg COMBINATION SWITCH AND OCCUPANCY SENSOR, 44" AFF Q FIRE ALARM STROBE, MIN 75 CANDELA CEILING / WALL MOUNT $T DIGITAL TIMER SWITCH, 44" AFF am DUCT MOUNTED SMOKE DETECTOR Q CEILING MOUNTED OCCUPANCY SENSOR OS SMOKE DETECTOR t WALL MOUNTED OCCUPANCY SENSOR, 44" AFF OH HEAT DETECTOR ® TIME CLOCK OS TAMPER SWITCH LC LIGHTING CONTACTOR FS FLOW SWITCH ® PHOTO CELL RACEWAY CONCEALED IN WALL OR ABOVE CEILING ® 8" CONE SPEAKER IN CEILING EC TO PROVIDE BLACK SPEAKER RACEWAY EXPOSED 8" CONE SPEAKER IN WALL EC TO PROVIDE BLACK SPEAKER RACEWAY CONCEALED IN FLOOR SLAB, BELOW SLAB OR GRADE BELOW SLAB OR GRADE, OR UNDER RAISED ACCESS FLOOR VOLUME CONTROL -0 DENOTES CONDUIT TURNING UP IN PLAN VIEW PLYWOOD EQUIPMENT BACKBOARD 4'X8' UNLESS NOTED OTHERWISE -3 DENOTES CONDUIT TURNING DOWN IN PLAN VIEW ®4 CLOSED CIRCUIT TELEVISION CAMERA - 3 STUB UP COAXIAL CABLE OUTLET XXXX SHORT CIRCUIT AVAILABLE CURRENT (NOTE: ALL SYMBOLS SHOWN MAY NOT APPEAR ON DRAWINGS AND ARE USED AS APPLICABLE TO THIS PROJECT) ABBREVIATIONS ELECTRICAL SPECIFICATIONS A. DEFINITIONS 1. 'PR❑VIDE't FURNISH AND INSTALL, COMPLETE AND READY FOR ❑PERATI❑N, 2. 'INSTALL'i RECEIVE, MOUNT, AND CONNECT, COMPLETE AND READY FOR ❑PERATI❑N. 3. 'FURNISH'i SUPPLY, DELIVER TO JOB SITE, PROTECT AND STORE. B. WORK INCLUDEDi PR❑VIDE ALL LABOR, TOOLS, MATERIAL, EXCAVATION, BACKFILL, CUTTING, PATCHING, TESTING, ADJUSTING, AND TRADE C❑ORDINATION REQUIRED FOR A COMPLETE AND FULLY ❑PERATI❑NAL INSTALLATION, AS DESCRIBED ON THE DRAWINGS OR IN THE SPECIFICATIONS, C. CODES, RULES, AND REGULATIONS, COMPLY WITH ALL CODES ENFORCED BY THE LOCAL INSPECTION AUTH❑RITY, THE EDITION OF THE NATI❑NAL ELECTRICAL CODE BEING ENFORCED FOR THIS PROJECT BY THE LOCAL INSPECTION AUTH❑RITY, ALL APPLICABLE LAWS AND ORDINANCE, NFPA FIRE CODES, STANDARD BUILDING CODE. GIVE ALL NECESSARY NOTICES, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL INSPECTION AND OTHER FEES REQUIRED BY AUTHORITIES HAVING JURISDICTION OVER THE WORK. D. MATERIALS ALL MATERIAL SHALL BE NEW, AND SHALL COMPLY WITH THE INDICATED STANDARDS, ALL MATERIAL SHALL BE UL LABELED OR UL LISTED, ALL MATERIAL SHALL BE OF A SUITABLE TYPE AND RATING FOR THE INTENDED USE, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE INSTRUCTIONS AND RECOMMENDATIONS OF THE MANUFACTURER, E. DRAWINGS 1. THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT SHOW ALL OF THE REQUIRED DETAILS OF THE WORK, ALL MATERIALS CUSTOMARILY CONSIDERED TO BE A PART OF THE ELECTRICAL WORK AND REQUIRED FOR A COMPLETE AND OPERATIONAL INSTALLATION SHALL BE PROVIDED WITH❑UT ADDITIONAL COST TO THE OWNER. 2. THE CONTRACTOR SHALL REFER ALSO TO THE ARCHITECTURAL DRAWINGS AND TO THE DRAWINGS OF ALL OTHER TRADES TO COORDINATE THE ELECTRICAL INSTALLATION, WHERE ELECTRICAL EQUIPMENT IS SHOWN ON ARCHITECTURAL DRAWINGS OR DETAILS, THE EQUIPMENT SHALL BE INSTALLED AS SHOWN ON THE ARCHITECTURAL DRAWINGS. 3. EQUIPMENT OF OTHER TRADES IS SHOWN SCHEMATICALLY ON THE ELECTRICAL DRAWINGS, THE CONTRACTOR SHALL EXAMINE THE DRAWINGS OF THE TRADE PROVIDING THE EQUIPMENT BEFORE ROUGHING IN THE CONNECTIONS FOR IT, THE CONTRACTOR SHALL CONNECT THE EQUIPMENT WHERE ACTUALLY INSTALLED, INCLUDING WIRING THROUGH ANY LINE VOLTAGE CONTROLLERS, WITHOUT ANY ADDITI❑NAL COST TO THE OWNER. 4. PRIOR TO ROUGHING IN CIRCUITS FOR EQUIPMENT FURNISHED BY OTHER TRADES, AND PRIOR TO RELEASING FOR MANUFACTURE PANELBOARDS, STARTERS OR MOTOR CONTROL CENTERS FEEDING SUCH EQUIPMENT, THE CONTRACTOR SHALL C❑❑RDINATE THE ELECTRICAL PROVISIONS BEING PLANNED WITH THE TRADE PROVIDING THE EQUIPMENT AND SUBMIT ANY CONFLICTS IN WRITING TO THE ARCHITECT, 5. THE ARCHITECT MAY DIRECT THE REL❑CATION OF ANY ELECTRICAL OUTLET, FIXTURE, OR OTHER EQUIPMENT TO A L❑CATI❑N WITHIN 10 FEET OF THE LOCATION SHOWN ON THE DRAWINGS AT NO ADDITIONAL COST TO THE OWNER PROVIDED SUCH RELOCATION IS DIRECTED PRIOR TO THE INSTALLATION OF THE OUTLET, FIXTURE OR EQUIPMENT BEING RELOCATED, D. SUBMITTAL D❑CUMENTSi PRODUCT DATA AND SHOP DRAWINGS SHALL BE SUBMITTED IN SIX C❑PIES TO THE ARCHITECT FOR REVIEW PRIOR TO THE RELEASE OF THE MATERIAL FOR MANUFACTURE, REVIEW OF SUBMITTALS BY THE ARCHITECT WILL BE ONLY FOR GENERAL CONFORMANCE WITH THE DRAWINGS AND SPECIFICATIONS. REVIEW WILL BE MADE ONLY OF INFORMATION CLEARLY AND SPECIFICALLY INDICATED IN THE SUBMITTAL, AND DOES NOT IMPLY THE ACCEPTABILITY OF DETAILS WHICH ARE NOT S❑ DESCRIBED IN THE SUBMITTAL. REVIEW OF THE SUBMITTAL DOCUMENTS BY THE ARCHITECT DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH ALL REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. SUBMITTAL IS REQUIRED FOR PANELBOARDS AND L❑ADCENTERS, LIGHT FIXTURES, WIRING DEVICES, FIRE ALARM DEVICES, AND SURFACE ALUMINUM RACEWAY. G. AS -BUILT DRAWINGS AS -BUILT DRAWINGS SHALL BE MAINTAINED AT THE J❑BSITE, AND SHALL BE AVAILABLE FOR REVIEW DURING CONSTRUCTION. AS -BUILT DRAWINGS SHALL BE KEPT CURRENT DURING THE CURSE OF CONSTRUCTION OF THE WORK. SUBMIT AS -BUILT DRAWINGS TO THE ARCHITECT AT THE COMPLETION OF THE PROJECT. H. TESTINGi TEST ALL PARTS OF THE WORK TO VERIFY COMPLIANCE WITH THE DRAWINGS AND SPECIFICATIONS, VERIFY TIGHTNESS OF ALL MECHANICAL AND ELECTRICAL CONNECTIONS. VERIFY INTEGRITY OF ALL WIRING SYSTEMS TO ASSURE CONTINUITY, ABSENCE OF UNINTENTI❑NAL GROUNDS, AND INTEGRITY OF REQUIRED GROUNDS. I. CHANGE REQUEST (CHANGE ORDER) APPROVAL, CHANGE REQUESTS WILL NOT BE CONSIDERED UNLESS THE CONTRACTOR'S DETAILED LABOR AND MATERIAL ESTIMATE DESCRIBING THE CHANGE IS SUBMITTED TO THE ARCHITECT ALONG WITH THE CHANGE REQUEST, WITH MATERIAL PRICES AND LABOR UNITS ASSIGNED TO EACH LINE ITEM OF THE ESTIMATE. MATERIAL PRICES SHALL BE THE ACTUAL PRICE PAID BY THE CONTRACTOR FOR MATERIAL PURCHASED OR THE ACTUAL PRICE QUOTED TO THE CONTRACTOR BY THE MATERIAL VENDOR PROPOSED BY THE CONTRACTOR. J. COORDINATION WITH THE WORK OF OTHERS COORDINATE WITH EACH TRADE FURNISHING EQUIPMENT REQUIRING ELECTRICAL SERVICE TO INSURE THAT THE CHARACTERISTICS SHOWN ON THE DRAWINGS FOR THE CIRCUIT SERVING THE EQUIPMENT ARE COMPATIBLE WITH THE REQUIREMENTS OF THE EQUIPMENT BEING FURNISHED, CIRCUIT BREAKERS, FUSES, DISC❑NNECT SWITCHES AND ASSOCIATED BRANCH CIRCUITS SHOWN ON THE DRAWINGS TO FEED HVAC EQUIPMENT, KITCHEN EQUIPMENT, ELEVATOR MOTORS, AND OTHER EQUIPMENT HAVE BEEN SELECTED BASED UPON THE CHARACTERISTICS OF EQUIPMENT BY ONE MANUFACTURER AND MAY NOT BE CORRECT FOR THE EQUIPMENT BEING PR❑VIDED BY THE CONTRACTOR, THE CONTRACTOR SHALL DETERMINE THE OPERATING CHARACTERISTICS OF THE EQUIPMENT ACTUALLY BEING PROVIDED AND SHALL PR❑VIDE AT NO ADDITI❑NAL COST TO THE OWNER CIRCUIT BREAKERS, FUSES, DISCONNECT SWITCHES AND BRANCH CIRCUITS AS REQUIRED BY THAT EQUIPMENT, K. EXISTING WORK, THE EXISTING ELECTRICAL INSTALLATION SHALL REMAIN AS -IS AND IN OPERATION EXCEPT WHERE OTHERWISE REQUIRED, GIVE WRITTEN NOTICE OF ANY UNFORESEEN EXISTING CONDITIONS WHICH MAY AFFECT THE WORK, WORK INVOLVING EXISTING SYSTEMS OR EXISTING SPACES SHALL BE ACCOMPLISHED WITH MINIMUM INCONVENIENCE TO THE OWNER, AND SHALL BE DONE IN A MANNER AND TIME APPROVED BY THE OWNER, ANY INTERRUPTIONS SHALL BE DURING TIMES DESIGNATED BY THE OWNER. A, AMPS AMPERES FLA FULL LOAD AMPERES NO NORMALLY OPEN, A/C AIR CONDITIONER GND GROUND NUMBER L. DEM❑LITIONi IN THE AREA SHOWN ON THE ARCHITECTURAL DRAWINGS TO BE DEMOLISHED REMOVE AC ALTERNATING CURRENT GALV GALVANIZED NTS NOT TO SCALE ALL EXISTING CONDUITS, CONDUCTORS, BOXES, FIXTURES, SERVICE ENTRANCE CONDUCTORS, AF AMPERE FRAME GRS GALVANIZED RIGID STEEL PNL PANELBOARD DISTRIBUTION EQUIPMENT, AND ALL OTHER ELECTRICAL EQUIPMENT NOT SHOWN TO REMAIN. AFF ABOVE FINISHED FLOOR GFCI GROUND FAULT PVC POLYVINYL CHLORIDE UNLESS OTHERWISE INDICATED, MATERIAL BEING REMOVED INCLUDING WIRE, C❑NDUIT, AND AFG ABOVE FINISHED GRADE CIRCUIT INTERRUPTER RGS RIGID GALVANIZED HANGING MATERIALS BEING REMOVED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND AIC AMPERE STEEL CONDUIT SHALL BE REMOVED FROM THE PREMISES. EQUIPMENT NOTED TO REMAIN THE PROPERTY OF THE INTERRUPTING CURRENT GFI GROUND FAULT INTERRUPTER RMC RIGID METALLIC OWNER SHALL BE STORED ON SITE AS DIRECTED BY THE ARCHITECT, CO❑RDINATE WITH OTHER AL ALUMINUM HD HEAT DETECTOR CONDUIT (GALVANIZED) TRADES AND DISC❑NNECT MOTORS, HEATERS, OR OTHER EQUIPMENT AS REQUIRED FOR THE ANSI AMERICAN NATIONAL HP HORSEPOWER RMS ROOT -MEAN -SQUARE DEMOLITION OF OTHER TRADES WORK. CUT OFF ALL IN FLOOR CONDUITS, GRIND SMOOTH WITH STANDARDS INSTITUTE IMC INTERMEDIATE METAL CONDUIT RNC RIGID NON-METALLIC FLOOR AND PREPARE FOR PATCHING BY OTHERS, REMOVE CONDUCTORS AND DEVICES FROM WALL ISC INTERRUPTING SHORT CIRCUIT CONDUIT AND CEILING OUTLETS AND PREPARE OUTLET FOR PATCHING BY OTHERS, CONTRACTOR SHALL AWG AMERICAN WIRE GAUGE IG ISOLATED GROUND SCA SHORT CIRCUIT DENOTE ALL DEMOLISHED CIRCUITS ON EXISTING PANEL DIRECTORIES AND NOTE ALL SPARE BC BKBD BARE COPPER BACKBOARD INST INSTANTANEOUS AVAILABLE BREAKERS, JB JUNCTION BOX SWBD SWITCHBOARD C CONDUIT KAIC KILO (THOUSAND) AMPERES SWGR SWITCHGEAR M. BASIC MATERIALS AND METHODSi CB CKT CIRCUIT BREAKER CIRCUIT INTERRUPTING CAPACITY TBD TO BE DETERMINED 1. ALL WORK SHALL BE SUPPORTED FROM STRUCTURAL ELEMENTS OF THE BUILDING, EXCEPT CU COPPER KCMIL KILO (THOUSAND) TCP TEMPERATURE CONTROL CEILING MOUNTED EQUIPMENT SUCH AS LIGHT FIXTURES, DETECTORS, REMOTE LAMPS, ETC, DIST DISTRIBUTION CIRCULAR MILS PANEL CEILING MOUNTED EQUIPMENT SHALL BE SUPPORTED FROM CEILING STRUCTURAL MEMBERS, DN DOWN KV KILO (THOUSAND) VOLTS TD TIME DELAY INDEPENDENT OF CEILING TILES, SIZE AND SPACING OF SUPPORTS SHALL BE DETERMINED DP DISTRIBUTION PANEL KVA KILO (THOUSAND) TEL TELEPHONE BY THE LOAD TO BE SUPPORTED SUCH THAT THE WORKING LOAD OF SUPPORTS WILL NOT DWG DRAWING VOLT-AMPERES TVSS TRANSIENT VOLTAGE EXCEED A SAFETY FACTOR OF 411, PLASTIC ANCHORS ARE NOT ACCEPTABLE, ELECTRICAL EB ENCASED BURIAL KW KILO (THOUSAND) WATTS SURGE SUPPRESSION WORK SHALL NOT BE SUPPORTED FROM PIPING, DUCTS, OR WORK OF OTHER TRADES, KWH KILO (THOUSAND) WATT-HOURS TYP TYPICAL EC EMPTY CONDUIT LFMC LIQUID -TIGHT FLEXIBLE UG UNDERGROUND 2. PROVIDE ENGRAVED PLASTIC NAMEPLATES FOR ALL SWITCHB❑ARDS, PANELBOARDS, MOTOR EEW ENERGIZED ELECTRICAL WORK METAL CONDUIT UL UNDERWRITER'S LABORATORIES CONTROL CENTERS, STARTERS, DISCONNECTS, PRIMARY SELECTOR SWITCHES, AND EGC EQUIPMENT GROUNDING MCB MAIN CIRCUIT BREAKER UON UNLESS OTHERWISE TRANSFORMERS. INDICATE EQUIPMENT NAME, CIRCUIT SOURCE AND NUMBER, CIRCUIT SIZE, CONDUCTOR MCM THOUSAND CIRCULAR MILS UNDERGROUND PULLBOX AMPERE RATING, VOLTAGE AND PHASE. NAMEPLATES SHALL BE BLACK BACKGROUND ELR END -OF -LINE RESISTOR MCCB MOLDED CASE V VOLTS LAMA(❑ID PLASTIC WITH 0,25' WHITE LETTERS, EWC ELECTRIC WATER COOLER MLO MAIN LUGS ONLY VA VOLT-AMPERES <E> EXISTING N NEUTRAL <ER> EXISTING TO REMAIN NEC NATIONAL ELECTRICAL VFD VARIABLE <EX> EXISTING CODE FREQUENCY DRIVE FA FIRE ALARM NESC NATIONAL ELECTRICAL WH WATER HEATER FAA FIRE ALARM ANNUNCIATOR SAFETY CODE WP WEATHERPROOF FACP FIRE ALARM CONTROL PANEL NIC NOT IN CONTRACT WT WATERTIGHT NL NIGHT LIGHT XFMR TRANSFORMER 3. ALL PENETRATI❑NS OF FIRE RATED WALLS, SLABS, PARTITI❑NS, AND CEILINGS SHALL BE FIREPR❑OFED WITH A U.L. LISTED SYSTEM THAT WILL MAINTAIN THE ORIGINAL FIRE RATING OF THE PENETRATED STRUCTURE. ALL FIREPR❑❑FING MATERIALS APPLIED AT ANY ONE PENETRATION SHALL BE THE PRODUCT OF ONE MANUFACTURER AND SHALL BE APPLIED AS DESCRIBED BY THE UL FIREPR❑❑FING SYSTEM BEING CONSTRUCTED. FIREPROOFING OF SLEEVES, CABLE TRAYS, TROUGHS, AND NIPPLES TO BE USED FOR LOW VOLTAGE CABLES SHALL BE INDEFINITELY NON -HARDENING AND REMOVABLE WITH COMMON HAND TOOLS. 4. BACKBOARDS SHALL BE 8 FT, HIGH BY LENGTH SHOWN ON THE DRAWINGS AND SHALL BE UL LABELED FIRE TREATED PLYWOOD. 5, PROVIDE ALL POWER WIRING AND CONNECTIONS FOR ALL ELECTRICALLY OPERATED EQUIPMENT. POWER WIRING INCLUDES WIRING THROUGH ANY LINE VOLTAGE CONTROL DEVICES, SUCH AS THERMOSTATS AND MANUAL STARTERS, INSTALL ALL STARTERS AND CONTACTORS EXCEPT THOSE FURNISHED AS AN INTEGRAL PART OF THE EQUIPMENT, 6. CONNECTIONS TO MOTORS, TRANSFORMERS, AND OTHER VIBRATING EQUIPMENT NOT INSTALLED IN A PLENUM SPACE SHALL BE MADE WITH A SHORT LENGTH OF LIQUIDTIGHT FLEXIBLE C❑NDUIT, MINIMUM 18', INSTALLED IN A MANNER TO PERMIT MOVEMENT OF EQUIPMENT, 7. PERFORM ALL EXCAVATING, BACKFILLING, CUTTING AND REPAIRING REQUIRED FOR INSTALLATION OF ELECTRICAL WORK, B. CONTRACTOR SHALL X-RAY FLOOR SLABS, WALLS, OR CEILING CONCRETE PRIOR TO ALL CORE DRILLINGS. N. C❑NDUITi FEEDERS AND BRANCH CIRCUIT HOME RUNS SHALL BE CONSTRUCTED OF EMT WITH ALL STEEL RAINTIGHT OR SET -SCREW FITTINGS, CONNECTORS SHALL BE INSULATED THROAT TYPE, PR❑VIDE METALLIC BUSHINGS WITH PLASTIC INSERTS FOR 3' OR LARGER. C❑NDUITS FEEDING OR CONNECTING TO EQUIPMENT PROVIDED BY OTHER TRADES SHALL NOT BE INSTALLED UNTIL SUCH EQUIPMENT IS INSTALLED OR UNTIL SPECIFIC R❑UGH-IN INSTRUCTIONS ARE PROVIDED BY THE TRADE PROVIDING THE EQUIPMENT. UNLESS OTHERWISE INDICATED, CONDUITS SHALL BE CONCEALED, RACEWAYS INSTALLED IN OR UNDER SLABS, ON GRADE, OR AS EXTERIOR DUCT BANKS SHALL BE PVC SCHEDULE 40 OR 80. RUN EXPOSED C❑NDUITS PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS, TWO OR MORE RACEWAYS RUN TOGETHER SHALL BE INSTALLED ON GANG TRAPEZE TYPE HANGERS, SUCH RACEWAYS ASSEMBLIES SHALL BE RUN PARALLEL OR PERPENDICULAR TO STRUCTURAL ELEMENTS. C❑NDUITS EMBEDDED IN SLABS SHALL HAVE A MINIMUM OF 1' COVER OF CONCRETE ON ALL SIDES, OUTSIDE DIAMETER OF CONDUIT SHALL NOT EXCEED 1/3 OF THE SLAB THICKNESS. PROVIDE 0.25' NYLON PULL TAPE IN ALL EMPTY C❑NDUITS, BRANCH CIRCUITS MAY UTILIZE TYPE MC ARMORED CABLE ASSEMBLY WITH COPPER CONDUCTORS AND FULL SIZE EQUIPMENT GROUNDING CONDUCTORS FOR INDIVIDUAL DROPS TO DEVICES. TYPE MC CABLE SHALL BE SUPPORTED AT 48' INTERVALS AND SHALL NOT LAY ON THE CEILING GRID OR INTERFERE WITH THE REMOVAL OF CEILING. 0, CONDUCTORS, ALL BUILDING WIRE SHALL BE 600 VOLT RATED THHN OR THWN COPPER, STRANDED FOR SIZES #8AWG AND LARGER, S❑LID FOR SIZES 10 AND SMALLER UNLESS APPLIED FOR CONTROL. ALL BUILDING WIRE AND SPECIAL CABLES FOR SYSTEMS SHALL BE INSTALLED IN A RACEWAY, ALL WIRE AND CABLE SHALL BE DELIVERED TO THE J❑BSITE IN ORIGINAL UNBROKEN PACKAGES, CARTONS OR REELS, WITH THE MANUFACTURERS NAME, UL LABEL, AND CHARACTERISTICS OF THE PRODUCT PLAINLY VISIBLE. ALL WIRE AND CABLE SHALL BE MANUFACTURED IN THE UNITED STATES OF AMERICA. WIRES SHALL BE COLOR CODED AS FOLLOWS (A,B,C,N,G)i 120/208-BLACK, RED, BLUE, WHITE, GREEN] 480/277 - BROWN, ORANGE, YELLOW, GRAY, GREEN. SPLICES SHALL BE COMPRESSION TYPE. CONTROL CONDUCTORS SHALL BE TERMINATED WITH INSULATED CONNECTORS, T&B STAK❑N. 120 VOLT CIRCUITS WITH H❑MERUN LENGTH OVER 125 FEET AND 277 VOLT CIRCUITS WITH A H❑MERUN LENGTH OVER 250 FEET SHALL HAVE #10 MINIMUM HOMERUN CONDUCTORS. ALL THREE PHASE BRANCH CIRCUITS WITH A COMMON NEUTRAL SHALL HAVE #10 MINIMUM NEUTRAL. P. B❑XESi OUTLET BOXES SHALL BE SHEET STEEL, MINIMUM 4' SQUARE, MINIMUM 1.5' DEEP, WITH PLASTER RING IN PLASTER OR BRICK CONSTRUCTION, OUTLETS BOXES IN POURED CONCRETE SHALL BE CONCRETE RINGS, MASONRY BOXES SHALL BE USED IN MASONRY OR TILE CONSTRUCTION. OUTLET BOXES FOR SURFACE ALUMINUM RACEWAY SHALL BE 4-11/16 WITH PLASTER RINGS ORIENTED HORIZONTALLY, BOXES SHALL BE SECURELY ANCHORED IN PLACE, AND SHALL BE SUPPORTED INDEPENDENT OF THE RACEWAY SYSTEM. PULL BOXES SHALL BE GALVANIZED SHEET STEEL, MINIMUM 12 GAUGE, WITH SCREW COVERS, AND WELDED CONSTRUCTION. WELDS SHALL BE COLD GALVANIZED, USING PERMANENT WATER PROF WIDE BLACK MARKER, CLEARLY LABEL COVER OF ALL BRANCH CIRCUIT JUNCTION AND PULL BOXES WITH PANEL AND CIRCUIT NUMBER OF CIRCUITS CONTAINED IN OR PASSING THROUGH THE BOX. BRANCH CIRCUIT AND FEEDER JUNCTION AND PULL BOXES USED WITH EMERGENCY FEEDERS AND CIRCUITS SHALL BE PAINTED RED. PR❑VIDE P-TOUCH OR DYM❑ LABELS ON COVER OF EACH FEEDER PULL OR JUNCTION BOX INDICATING FEEDER DESIGNATION, SOURCE, LOAD, AND VOLTAGE. Q. WIRING DEVICES, SWITCHES FOR LIGHTING CIRCUITS SHALL BE 120/277 VOLT, 20 AMP, A.C. ONLY, QUIET TYPE, WITH GROUND BONDING SCREW, SPECIFICATION GRADE. MOMENTARY CONTACT SWITCHES SHALL BE SINGLE POLE DOUBLE THROW, CENTER OFF GE #5935 OR EQUAL. DUPLEX RECEPTACLES SHALL BE 15 AMP HUBBELL 5262 OR EQUAL. DEDICATED DUPLEX RECEPTACLES SHALL BE ORANGE 20AMP HUBBELL IG5362 OR EQUAL, SPECIAL RECEPTACLES SHALL BE OF SIMILAR CONSTRUCTION. FACE PLATES SHALL BE SMOOTH NYLON OR THERMOSET PLASTIC. ADJACENT OUTLETS SHALL BE INSTALLED IN MULTI -GANG BOXES WITH A SINGLE MULTI -GANG FACE PLATE, RECEPTACLES CONNECTED TO AN EMERGENCY CIRCUIT SHALL BE RED. C❑❑RDINATE COLOR OF DEVICES AND FACEPLATE WITH ARCHITECT, R. GR❑UNDINGi ALL FEEDERS AND BRANCH CIRCUITS SHALL BE PR❑VIDED WITH INSULATED GREEN EQUIPMENT GROUNDING CONDUCTOR. C❑NDUIT GROUNDS ONLY ARE NOT PERMITTED, S. LIGHTING+ SPARE FLUORESCENT LAMPS SHALL MATCH BUILDING STANDARD UNLESS OTHERWISE NOTED, INCANDESCENT LAMPS SHALL BE 130VOLT, NEW BALLASTS SHALL BE SOILD STATE ELECTR❑NIC, EXIT FIXTURES SHALL MATCH BUILDING STANDARD, FIXTURE LOCATIONS SHALL BE AS SHOWN ON THE REFLECTED CEILING PLAN, PROVIDE LAY -IN FIXTURES WITH TWO REMOVABLE CLIPS ATTACHING FIXTURE TO CEILING GRID. FLANGED FIXTURES SHOWN TO BE INSTALLED IN C❑NTINU❑US ROWS SHALL NOT HAVE INTERMEDIATE FLANGES. ALL PENDANT FIXTURES SHALL BE MOUNTED TO STRUCTURE, SEISMIC SUPPORT WIRES AND/OR COMPRESSION STRUTS FOR LAY -IN FIXTURES SHALL BE SUBJECT TO LOCAL AHJ LATEST REQUIREMENTS. T. FIRE ALARM DEVICES NEW FIRE ALARM DEVICES SHALL BE COMPATIBLE WITH EXISTING BUILDING ADDRESSABLE FIRE ALARM SYSTEM. INSTALL NEW DEVICES AND CONNECT TO NEAREST SIGNALING OR NOTIFICATION DEVICE CIRCUIT WITHIN THE AREA, CONTRACTOR SHALL VERIFY CIRCUIT HAS CAPACITY FOR ADDED LOAD. SYSTEM SHALL BE CERTIFIED BY FIRE ALARM VENDOR AFTER COMPLETION OF WORK. U. PANELBOARDS, DEAD FRONT PANEL CONSTRUCTION WITH SEPARATELY MOUNTED INTERIOR TRIM. MAIN AND BRANCH DEVICES SHALL BE BOLT -ON, MULTI -POLE BREAKERS SHALL BE COMMON TRIP, WIDTH SHALL NOT EXCEED 22' FOR PANELB❑ARD AND ENCLOSURE SHALL MATCH BUILDING STANDARD. PROVIDE GROUND BUS IN PANELB❑ARD AND PROVIDE DEVICE MOUNTING HARDWARE WHERE A SPACE IS SCHEDULED. PANEL AND OCPD SHORT CIRCUIT RATINGS SHALL BE AT LEAST 10% GREATER THAN AVAILABLE SHORT CIRCUIT CURRENT AT PANELB❑ARD, V. DRY -TYPE TRANSFORMERS TRANSFORMERS SHALL BE DRY -TYPE, ENCLOSED, SELF -COOLED, VENTILATED TYPE, DEAD -FRONT DRIP PROOF, PRIMARY AND SECONDARY TAPS SHALL BE ACCESSIBLE FROM THE FRONT. TRANSFORMERS SHALL MEET OR EXCEED BUILDING STANDARD TRANSFORMERS SPECIFICATIONS. PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN THE PRIMARY FEED TO THE TRANSFORMER, SUPPLEMENTAL GROUND TO NEAREST ACCESSIBLE PRIMARY STRUCTURAL MEMBER OR EQUIPMENT ROOM GROUND BUS BAR. SIZE PER NEC AND RUN IN C❑NDUIT WITH BOND BUSHING AT EACH END. NEUTRAL AND GROUNDING CONDUCTOR SHALL BE BONDED TO ENCLOSURE. li Fri'! 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Al 1 Al Al Al Al 1 A Al Al Al Al Al (IL-JI Al Al Al Al Al Al Al I Al Al Al I Al Al Al I Al Al Al Al Al Al Al Al Al Al Al Al 1"I All Al Al Al Al Al Al I Al Al I Al Al Al Al 1 Al Al Al I Al Al Al I Al LIGHTING FLOOR PLAN_ SCALD 1/4' = Y-0' Tr------r- —'T ------ n7- C-2,4 REMODEL PHASE 1 ELECTRIAL LIGHTING PLAN El 00 PLOT DATE: U G� tTzo o (-o a N U) �VU [--� W Q O Alt ILL O U w 0 D z N N 0 N M ti � co U) Lo Y ' 2 � Ms, 0 v S-10 i��asserrerrr VIA TC AA4 ° NOTE-6 z 2-15-16 W LL 40 Q d 4w J ♦ Q CONTRACT DATE: 01.05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 ELECTRIAL POWER PLAN E200 PLOT DATE: SINGLE -LINE DIAGRAM NOTES: 1, ALL EQUIPMENT AND OTHER ELECTRICAL MATERIALS/WORK SHOWN AS EXISTING IN THE RISER DIAGRAM SHALL BE VERIFIED BY CONTRACTOR TO BE EXISTING. WHERE THE METER, DISCONNECT, FEEDER OR OTHER COMPONENTS OF THE TENANT FEEDER DO NOT EXIST AS SHOWN, THE CONTRACTOR SHALL PROVIDE. 2. RE -USE EXISTING CIRCUIT BREAKERS WHERE PRESENT AND OF THE SAME MANUFACTURER AS PANELBOARD; OTHERWISE, PROVIDE NEW CIRCUIT BREAKERS. REFER TO PANEL SCHEDULES, FOR BREAKER INFORMATION. REMOVE ALL TANDEM BREAKERS AND REPLACE WITH STANDARD SINGLE CIRCUIT TYPE. 3. PROVIDE ISOLATED GROUND BAR IN EXISTING PANEL. ROUTE INSULATED #6 COPPER GROUND WITH THE FEEDER CONDUCTORS TO BUILDING GROUND. 4. CONTRACTOR SHALL INSPECT EXISTING GROUND AND ENSURE COMPLIANCE TO ARTICLE 250 OF THE NEC AND UPGRADE AS NECESSARY. 5. PROVIDE NEW PANEL D AND CONTACTOR FOR PANEL D. MATCH EXISTING PANEL C IN SIZE, RATING, AND POLES. SINGLE -LINE DIAGRAM SCALE: NO SCALE PANELNAMELOCATION: VOLTAGE: 208 Y/ 120V 3 PHASE 1200A MLO MOUNTING/ENCLOSURE: SURFACE / NEMA 1 MAIN MAIN ELECTRICAL ROOM EXISTINGPANELBOARD AMPS POLES TYPE CIRCUIT DESCRIPTION KVA CKT A B C CKT KVA CIRCUIT DESCRIPTION TYPE POLES AMPS 30 3 IROLLUP DOOR 1 1.25 1 2.50 2 1.25 ROLLUP DOOR 3 30 1.25 3 2.50 4 1.25 1.25 5 2.50 6 1.25 100 3 SPARE 7 1.40 8 1.40 PANEL W 3 100 9 1.15 10 L15 11 1.00 12 1.00 50 3 SPARE 13 14 PANELS 3 60 15 16 17 18 40 3 SPARE 19 20 PANEL P 3 100 21 22 23 24 40 3 BAILER 1.50 25 1.50 1 26 SPARE 3 100 1.50 27 1.50 28 1.50 29 1.50 30 225 3 PANEL C 11.92 31 11.92 32 SPACE 3 30 11.76 33 11.76 34 9.68 35 9.68 36 100 3 PANEL A 12.00 37 12.72 38 0.72 PANEL B 3 30 12.00 39 12.61 40 0.61 12.00 41 12.54 42 0.54 50 3 HEAT STRIPS 5.00 43 5.00 44 SPARE 3 30 5.00 45 5.00 46 5,00 47 1 5.00 48 3 SPACE 49 20,12 50 20.12 PANEL RDP 3 600 51 19.40 52 19.40 53 19.40 54 19.40 PHASE TOTAL 55.2 53.9 51.6 KVA TOTAL CONNECTED LOAD 161 KVA 1446 A *PROVIDE HACRTYPE CIRCUIT BREAKER ITOTAL DEMAND LOAD 1 161 KVA 1446 A FIXTURE SCHEDULE LUMINARE DESIGNATION PARTNUMBER DESCRIPTION COLOR MOUNTING HEIGHT VOLTAGE LAMP COLOR TEMP CRI Al METALUX#2GC8-232AUNV-EB8 2X4 FLUORESCENT WHITE RECESSED 120 (2) F32T8 3500 K 86 A2 METALUX#2GC8-232AUNV-EL-EB8 (EMERGENCY BALLAST) 2X4 FLUORESCENT WHITE RECESSED 120 (2) F32T8 3500 K 86 131 METALUX#GC8-232AUNV-EB8 1X4 FLUORESCENT WHITE RECESSED 120 (2) F32T8 3500 K 86 B2 METALUX#GC8-232AUNV-EL-EB8 (EMERGENCY BALLAST) 1X4 FLUORESCENT WHITE RECESSED 120 (2) F32T8 3500 K 86 C1 HALO#PD6H226E62HC 6" RECESSED DOWNLIGHT WHITE RECESSED 120 (2) 26TRT 3500 K 86 C2 HALO#PD6H226E62HEMC (EMERGENCY BALLAST) 6" RECESSED DOWNLIGHT WHITE RECESSED 120 (2) 26TRT 3500 K 86 W1 LUMARK#XTOR2ANPC1 WALL PACK WHITE SURFACE 120 18W LED 3500K 70 EX BEST LIGHTING #CTXEU2RW-RC DUAL HEAD COMBO EM FIXTURE W/ REMOTE HEAD CAPABILITY WHITE W/RED SURFACE DUAL SIDE 120 LED MECHANICAL EQUIPMENT SCHEDULE EQUIPMENT NAME LOCATION' SERVES VOLTAGE PHASE HP KW KW ! POLEA MCAIOCp BREAKER 4RIPACI7'Y PANEL FEEDER DISCONNECT (NOTE 1) FUSE SIZE POLESZE ENCLOSURE CONTROL R'TU-1 - EXISTING 8,4.LESFLOOR 208 3 4.76 39.7 49.6 60 60 RDP-1,3,5 3 # 4 14' 10 G- I "C. 60 3 NF NEMA R BY DIVISION. 15 RTU-2 - EXISTING SALESFLOOR 208 3 6.14 51.2 64.0 80 80 RDP-2.4,6 3 # 3 .14' 8 G- 1 1/4 '*C. 100 3 NF NEMA 3R BY DIVISION 15 RTU-3 - EXISTING SALESFLOOR 208 3 6.14 51.2 64.A 80 80 RDP-7,9;11 3 # 3 J#I 8 G- 1 IA "C. 100 3 NF N'E1\4A 3R BY DIVISION 15 RTU-4 - EXISTING SALESFLOOR 208 3 6.14 51.2 64.0 80 80 RDP-8,10.12 3 > 3 J#' 3 G- 1 1/4 ."C.1 100 3 NF NEMA 3R BY DIVISION 15 RTU-5 - EXLSrING SALESFLOOR 208 3 6A4 51.2 64,0 80 80 RDP-13,15,I7 3 # 3 ,1# 8 G- 1 1/4 "C. 100 3 NF NEXfA 3R BY DIVISION 16 RTU-6 - EXISTING SALESFLOOR 208 3 6,14 51-2 64.0 80 80 RDP-14,16,18 3 # 3 ,1# 8' G- 1 1/4 "C. 100 3 NF NEMA 3R BY DIVISION 17 WH-I RESTROOM S 208 1 4.5 2.25 30 30 W-28,30 2 # 10 ,1# ' 10 G- 1/2 "C. 30 2 NF NEMA I BY DIVISION 15 F-I/ F-2 RESTROOMS 120 1 0.1: 0.24 2.0 20 20 C-5,7 2 # 12 .l# 12 G- 1/2 "C. MOTOR RATED SWITCH BY DIVISION 16. INTRLK WILTS ; i .NOTES: 1. DISCONNECT SWITCH ISNOT REQUIRED IF UNIT IS PROVIDED WITH DISCONNECT OR IF UNIT HAS CORD/PLUG AND RECEPTACLE. t I CCi cheek Software Version 4.0.2.5 Interior Lighting Compliance Certificate Project Information Energy Code: 2014 Florida Building Code, Energy Conservation Project Title: 011ies Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 5935 Gall Blvd Zephyrhills, FL 33541 Additional Efficiency Package High efficiency HVAC. Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Allowed Interior Lighting Power A 8 C D Area Category Floor Area Allowed Allowed Watts (M) Watts / M (B X C) 1-Retail:Sales area 25130 1.60 40208 Total Allowed Watts = 40208 Proposed Interior Lighting Power A B C D E Fixture ID : Description / Lamp t Wattage Per Lamp I Ballast Lamps/ # of Fixture (C X D) Fixture Fixtures Watt. 1-Retail:Sales area Linear Fluorescent 1: A: 48' T8 32W: Electronic: 2 522 64 33408 Linear Fluorescent 2: B: 48" T8 32W: Electronic: 2 4 64 256 Total Proposed Watts = 33664 Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application. The proposed interior lighting systems have been .designed to meet the 2014 Florida Building Code, Energy Conservation requirements in COMcheck Version 4.0.2.5 and to comply with the mandatory requirements listed in the Inspection Checklist Andrew Lundy kL 2/12/2016 Name - Title Signature -, Date Project Title: 011ies Data filename: F:\011ies\Electrical\011ies CC.cck Report date: 02/12/16 Page 1 of 6 PANEL NAME LOCATION: VOLTAGE: 208 Y/ 120V 3 PHASE 225A MLO MOUNTING/ ENCLOSURE: SURFACE / NEMA 1 C MAIN ELECTRICAL ROOM EXISTINGPANELBOARD AMPS POLES TYPE CIRCUIT DESCRIPTION KVA CKT A B C CKT KVA CIRCUIT DESCRIPTION TYPE POLES AMPS 20 1 L LIGHTING 1.50 1 2.90 2 1.40 LIGHTING L 1 20 20 1 L ILIGHTING 1.50 3 2.90 4 1.40 LIGHTING L 1 20 20 1 L LIGHTING 1.40 5 2.52 6 1.12 LIGHTING L 1 20 20 1 L LIGHTING 1.40 7 2.52 8 1.12 LIGHTING L 1 20 20 1 L LIGHTING 1.60 9 2.50 10 0.90 LIGHTING L 1 20 20 1 L LIGHTING 1.60 11 2.50 1 12 0,90 LIGHTING L 1 20 20 1 L LIGHTING 1.70 13 2.80 14 1.10 LIGHTING L 1 20 20 1 L LIGHTING 1.70 15 2.80 16 1 1.10 LIGHTING L 1 20 20 1 L LIGHTING L30 17 2.40 18 1.10 LIGHTING L 1 20 20 1 L LIGHTING 1.30 19 2.40 20 1.10 LIGHTING L 1 20 20 1 L LIGHTING 0.96 21 2.26 22 1.30 LIGHTING L 1 20 20 1 L LIGHTING 0.96 23 2.26 24 1.30 LIGHTING L 1 20 20 1 L LIGHTING 1.30 25 1.30 26 SPARE 1 1 20 20 1 1 L ILIGHTlNG 1.30 27 1.30 28 17= 1 1 20 20 1 RE 29 30SPARE 1 1 20 PHASE TOTAL 11.9 11.8 9.7 KVA TOTAL CONNECTED LOAD 33 KVA 193 A *PROVIDE HACR TYPE CIRCUIT BREAKER I TOTAL DEMAND LOAD 42 KVA 1116 A PANEL NAME LOCATION: VOLTAGE: 208 Y/ 120V 3 PHASE 100A MLO MOUNTING/ENCLOSURE: SURFACE / NEMA 1 W MAIN ELECTRICAL ROOM EXISTING PANELBOARD AMPS POLES TYPE CIRCUIT DESCRIPTION KVA CKT A B C CKT KVA CIRCUIT DESCRIPTION TYPE POLES AMPS 20 1 R RECEPTACLES 0.18 1 0.68 2 0.50 REFRIGERATOR K 1 20 20 1 R RECEPTACLES 0.18 3 0.43 4 0.25 COFFEE MAKER K 1 20 20 1 R RECEPTACLES 0.18 5 0.28 6 0.10 BUZZERPOWER R 1 20 20 1 R RECEPTACLES 0.18 7 0.18 8 SPARE 1 20 20 1 R RECEPTACLES 0.18 9 0.18 10 SPARE 1 20 20 1 R RECEPTACLES 0.18 11 0.18 12 SPARE 1 20 20 1 R RECEPTACLES 0.18 13 0.18 14 1 SPARE 1 20 20 1 R RECEPTACLES 0.18 15 0.18 16 SPARE 1 20 20 1 R RECEPTACLES 0.18 17 0.18 18 SPARE 1 20 20 1 R RECEPTACLES 0.18 19 0.18 SPARE 1 20 20 1 R RECEPTACLES 0.18 21 0.18 22 SPARE 1 20 20 1 R RECEPTACLES 0.19 23 0.18 24 SPARE 1 20 20 1 R RECEPTACLES 0.18 25 0.18 26 RE 1 20 20 1 R RECEPTACLES 0.18 27 0.18 28 WH-1 1 H 2 30 20 1 1 R IRECEPTACLES 0.18 29 1 0.18 1 30 H PHASE TOTAL 1 1.4 1.2 1 1,0 KVA TOTAL CONNECTED LOAD 4 KVA 110A *PROVIDE HACRTYPE CIRCUIT BREAKER ITOTAL DEMAND LOAD 13 KVA 19 A PANEL NAME LOCATION: VOLTAGE: 208 Y/ 120V 3 PHASE 100A MLO MOUNTING/ ENCLOSURE: SURFACE / NEMA 1 B MAIN ELECTRICAL ROOM PROVIDE ISOLATED GROUND AMPS POLES TYPE CIRCUIT DESCRIPTION KVA CKT A B C CKT KVA CIRCUIT DESCRIPTION TYPE POLES AMPS 20 1 R RECEPTACLES 0.18 1 0.36 2 0.18 RECEPTACLES R 1 20 20 1 R IRECEPTACLES 0.18 3 0.36 4 0.18 IRECEPTACLES R 1 20 20 1 R RECEPTACLES 0.36 5 0.54 6 0.19 RECEPTACLES R 1 20 20 1 R SAFE 0.18 7 0.36 8 0.18 RECEPTACLES R 1 20 20 1 R SECURITY 0.25 9 0.25 10 SPARE 1 20 20 1 11 12 SPARE 1 20 20 1 13 14 SPARE 1 20 20 1 15 16 SPARE 1 20 20 1 1 17 18 ISPARE 1 20 20 1 1 19 20 SPARE 1 20 20 1 21 22 PARE 1 1 20 20 1 1 23 1 24 P RE 1 20 20 1 25 26 SPARE 1 20 20 1 27 28 SPARE 1 20 20 1 29 30 TP7 RE 1 20 PHASE TOTAL 0.7 0.6 0.5 KVA TOTAL CONNECTED LOAD 2 KVA 15 A *PROVIDE HACR TYPE CIRCUIT BREAKER ITOTAL DEMAND LOAD 12 KVA 15 A PANEL NAME LOCATION: VOLTAGE: 208 Y/ 120V 3 PHASE 600A MLO MOUNTING / ENCLOSURE: SURFACE / NEMA I lwp MAIN ELECTRICAL ROOM EXISTINGPANELBOARD AMPS POLES TYPE CIRCUIT DESCRIPTION KVA CKT A B C CKT KVA CIRCUIT DESCRIPTION TYPE POLES AMPS 60* 3 AC RTU-1 2.66 1 5.32 2 2.66 RTU-2 AC 3 80* AC 2.66 3 5.32 4 2.66 AC AC 2.66 5 5.32 6 2,66 AC 80* 3 AC RTU-3 3.52 7 7.04 8 3.52 RTU-4 AC 3 80* AC 3.52 9 7.04 10 3.52 AC AC 3.52 11 7.04 12 3.52 AC 80* 3 AC AC RTU-5 3.52 13 7.04 14 3.52 RTU-6 AC 3 80* 3.52 15 7.04 16 3.52 AC AC 3.52 17 7.04 18 3.52 AC 20 1 R ROOF REP 0.72 19 0.72 20 SPARE 1 20 20 1 SPARE 21 22 SPARE 1 20 20 1 SPARE 23 24 SPARE 1 20 20 1 SPARE 25 26 SPARE 1 20 20 1 SPARE 27 28 SPARE 1 20 20 1 SPARE 29 30 SPARE 1 1 20 PHASE TOTAL 20.1 19.4 1 19.4 1 KVA TOTAL CONNECTED LOAD 59 KVA 1164A *PROVIDE HACR TYPE CIRCUIT BREAKER ITOTAL DEMAND LOAD 1 59 KVA 1 V 64 A U H G� H Zw q�ZCF) i co O CD A � C] !L"■� N �UW Nz v x W �UU J IJ 0 a 2-15-16 ON M 00 W Y LI r z >U M N N N to L0 0 CONTRACT DATE: 01,05.2016 BUILDING TYPE: N/A PLAN VERSION: DEC 2015 SITE NUMBER: N/A STORE NUMBER: N/A SHELL BUILDOUT 5935 GALL BLVD ZEPHYRHILLS, FL 33541 REMODEL PHASE 1 ELECTRIAL SCHEDULES E3mO PLOT DATE: