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BCB21-0195v C Digitally ••• •�• •�• O� O signed by o °o Oscar Ca beza . •• .. vv' •a•• • ° e° °o 0 o ° 0 0o Cate: 0 0� 2 i9 3 i o o�9T� OF F1-�a`OpO0 RAWIN G INDEXLLJ ARCHITECTURAL Cn- �N W� �o >0 W� CC-,o D.1 DEMOLITION PLAN A.1 FLOOR PLAN A:2 CEILING PLAN S A.3 EQUIPMENT & FURNITURE PLAN A.4 FLOOR & OUTSIDE PLAN A.5 EXTERIOR .'ELEVATION ,.STRUCTURAL S.0.0 ;STRUCTURAL ;NOTES S.1.0 PLAN AND STRUCTURAL' ELEVATIONS LIFE SAFETY, LS.1 LIFE SAFETY PLAN FS.1 FIRE.. SPRI NKLERS PLAN ELECTRICAL E.1 POWER PLAN E.2 LIGHTING PLAN' E.3 ELECTRICALSCHEDULE FA.1 FIRE ALARM PLAN PLUMBING., P.1 . WATER PIPING PLAN P.2 SANITARY 'PLAN P.3 INTERCEPTOR DETAILS GB-500-B 'FOG 0 RER-DERM nstallat oh hspeii i�h Approval Date: Inspector: DERM's FCD Installation.Inspection Required Prior to Plumbing ' Final for all Municipal'proiects. Failure to secure DERM's FCD Installation Inspection will result in disapproval of Final Inspection by the Municipal Building Official, pursuant to Section 24.42-6, M DC Code. To schedule DERM's FCD Installation inspection for Municipal projects please send an email to iFao2@m atYtiidade.,g 24 hours prior to desired date. Provide DERM plans process M-number, complete address of the site, folio number, and ,contact person name and phone number. Updated:4/26/2018 --Miami Dade County Department of Regulatory and-Economic_Resources - Job Copy 0921007313 4/28/2021 3:42:03 PM -000 A.0 PROJECT DIRECTORY - ABREVIATIONS DRAWINGS INDEX 1.pdf / j go 00 - ;P. A g.. xs.e: •:. .. ; _ `'- s -ads:: "3. - 2 - .# s Ile SunTrust ATM f ��. `�- �g Barrreortv 1 � r 04 r � ----- THIS PROJECT THIS PROJECT LOCATION MAP AERIAL VIEW NTS NTS IFW-rA1L,:'.2j6( EA C}RK) 0 _ o C9 w, KEY PLAN NTS W j Miami Dade Co my Department of Regulatory and Economic Resources - Job Copy 092100731 - • ••• Digitally signed DO��00000pao ...; • 0 EAR �o o by Oscar ooG'g°'�� o a o .:.... a ..a ,o .:. • °° o Cabeza 000 o0 �.. ��o °o • te. - 0 ° ° 96758 °° 0 �.r . _ 202 11 00 o T� OFF 0 w i w r w w n rtr%r% 000 A.0 PROJECT DIRECTORY - ABREVIATIONS DRAWINGS INDEX. df Examiner Date Time Stamp Trade Stamp Name AQUIT, SUYIN 3/2/2021 1:11:32 PM FIRE Approved _ I i � I 1 lT 1V _ S SCOPE OF DEMOLITION 1�. REMOVE WALL. 20. REMOVE WALL OUTLETS AND WALL SWITCHES: 33. REMOVE RAMP. REMOVE INTERIOR BARN DOOR. 0 REMOVE BAR. REMOVE OPENING. REMOVE INTERIOR DOOR. ®. REMOVE WINDOW. REMOVE EXTERIOR DOOR. DEMOLITION LEGEND 2Z)�� EXISTING INT. PARTITIONS TO REMOVE. - — — — EXISTING INT. FIXTURES TO BE. REMOVE. \o\ I 1 /of - -. _1111107ft- s- P2 • interiors AA26002763 E—mail: info©p2interiors.com .1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL �ag C�� U d AR96766 0 Jl0 ZZ, ' Op 9�y p p p � 00 OSCAR CABEZA FLORIDA ARCHITECT No, AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE Miami Da- - - - - - - - CODE IN EFFECT: 2017 Florida Building Code 6th. Edition CJGOBN111W8DAVDCroDMIKReSHBSDHdrtAlILL9CF PKxAuRLLM9iY,NBAEAK HND DeMe3LF4LR[E1 DSOEDNfdCA1E9N1Ovwb(EVARePoM8AD�,NAELL108 DdiBwuD[[uNNe9MgdNDlA9dAuN[DNSCOOND9Di3A0NDN8CWONdTwrtw9 9NDwBY WE9[DMwNq � dn� uusr a a3wrxn ro ms Dma sm Aov9v.'u eevaa nwdmwc w�N 0921007313 - 4 28 2021 3w42 M .03 P 001 D.1 DEMOLITION PLAN 1. df P _ Miami Da 09210073 001 D.1 Examiner :HUNG, AN DEMOLITION NOTES PART : SUMMARY 1.01 DESCRIPTION . A. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES TO PERFORM DEMOLITION AND REMOVAL OF DEBRIS FROM DEMOLITION OPERATIONS AS INDICATED ON DRAWINGS AND E. REMOVE ROTTEN WOOD SHEATHING, JOISTS, AND TRUSSES. SPECIFIED IN THIS SECTION: - F. REMOVAL, DISPOSAL AND DEMOLITION OF HAZARDOUS MATERIALS SHALL BE DONE IN 1.02 QUALITY ASSURANCE ACCORDANCE WITH ALL APPLICABLE CODES, RULES AND REGULATIONS. A. QUALIFICATIONS: 3.02 ADJUST AND CLEAN: 1. PROVIDE STAFF RESPONSIBLE FOR DEMOLITION WORK FULLY EXPERIENCED IN THIS TYPE OF A. REMOVE ALL DEMOLITION MATERIALS, DEBRIS, AND RUBBISH FROM SITE IMMEDIATELY ON WORK. COMPLETION OF DEMOLITION WORK. 2. PROVIDE EQUIPMENT OF SUITABLE TYPE, IN GOOD WORKING CONDITION, AND OPERATED BY - B. DO NOT PERMIT ANY ACCUMULATION OF DEBRIS ON SITE. SKILLED MECHANICS. C. TRANSPORT ALL DEMOLITION MATERIALS WITHOUT SPILLAGE ON STREETS. 3. PERFORM WORK IN SAFE AND CAUTIOUS MANNER TO AVOID ACCIDENTS OR PROPERTY DAMAGE. D. LEAVE SITE NEAT AND ORDERLY ON COMPLETION OF DEMOLITION WORK. 4. REMOVAL AND DEMOLITION OF HAZARDOUS MATERIALS SHALL BE PERFORMED BY 1. GENERAL CONTRACTOR SHALL CAP AND IDENTIFY EXPOSED UTILITIES. COMPANY LICENSED AND QUALIFIED TO DO SO. 2. GENERAL CONTRACTOR TO PROVIDE PERMITS AND NOTICES AUTHORIZING DEMOLITION. B. REFERENCE STANDARDS: COMPLY WITH ALL CODES AND REGULATIONS REGARDING 3. GENERAL CONTRACTOR TO PROVIDE PERMIT FOR TRANSPORT AND DISPOSAL OF DEBRIS. DEMOLITION WORK.' 4. GENERAL CONTRACTOR SHALL SUBMIT A SCHEDULE FOR DEMOLITION PROCEDURES AND OPERATIONAL SEQUENCE. PART II PRODUCTS 5. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND SUPPORT OF STRUCTURE. ASSUME LIABILITY 2.01 SALVAGED ITEMS: FOR DAMAGE OR INJURY RELATED TO ANY PORTION OF THE WORK. 6. GENERAL CONTRACTOR SHALL CEASE OPERATIONS AND NOTIFY THE ARCHITECT/ENGINEER IMMEDIATELY IF A. OTHER SALVAGED COMPONENTS WILL BE THE PROPERTY OF THE CONTRACTOR AND SHALL SAFETY OF STRUCTURE APPEARS TO BE ENDANGERED. TAKE PRECAUTIONS TO PROPERLY SUPPORT STRUCTURE. BE REMOVED FROM THE SITE IMMEDIATELY UPON DISCONNECTION FROM BUILDING. DO NOT RESUME OPERATION UNTIL SAFETY IS RESTORED. PART III EXECUTION 7. GENERAL CONTRACTOR SHALL, EXCEPT WHERE NOTED OTHERWISE, MAINTAIN POSSESSION OF MATERIALS BEING DEMOLISHED. IMMEDIATELY REMOVE FROM SITE UNLESS OTHERWISE NOTIFIED. 3.01 PERFORMANCE: 8. GENERL CONTRACTOR SHALL DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO A. PREVENT DAMAGE TO ADJOINING STRUCTURES AND OWNER'S SALVAGED PROPERTY DURING ACCOMMODATE NEW WORK. DEMOLITION. 9. GENERAL CONTRACTOR SHALL PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. B. CONTRACTOR TO VERIFY ALL STRUCTURAL' CONDITION BEFORE COMENCING WITH DEMOLITION. NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCCEEDING WITH WORK. 10. GENERAL CONTRACTOR SHALL REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED, AT NO COST TO THE OWNER: C. PREVENT DAMAGE TO OVERHEAD WIRES,. UNDERGROUND CABLES, TELEPHONE, WATER, AND 11. GENERAL CONTRACTOR SHALL REMOVE FROM SITE, CONTAMINATED, VERMIN INFESTED OR DANGEROUS SEWER LINES DURING DEMOLITION. CONTRACTOR TO COORD..W/UTILITIES TO VERIFY THE MATERIALS ENCOUNTERED AND SIPOSE OF BY SAFE MEANS SO AS NOT TO ENDANGER HEALTH OR WORKERS LOCATION OF ALL UNDERGROUND AND OVERHEAD LINES AND PUBLIC. D. SHORE STRUCTURE AS REQUIRED TO PREVENT STRUCTURAL DAMAGE OR COLLAPSE. REMOVE FINISHES FIRST IN ORDER TO ASSERTAIN WHICH ITEMS ARE OF A STRUCTURAL NATURE. CONTRACTOR SHALL PROVIDE AN ADEQUATE SHORING PLAN. SAID SHORING PLAN ' SHALL BE PREPARED BY A QUALIFIED PROFESSIONAL STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF FLORIDA. SCOPE OF DEMOLITION 1� REMOVE WALL. 22 REMOVE WALL OUTLETS AND WALL SWITCHES. 33. REMOVE RAMP. REMOVE INTERIOR BARN DOOR. 0 REMOVE BAR. REMOVE OPENING. 77. REMOVE INTERIOR DOOR. REMOVE WINDOW. 9❑. REMOVE EXTERIOR DOOR. DEMOLITION LEGEND 220�2� EXISTING INT. PARTITIONS TO REMOVE. — — — — EXISTING INT. FIXTURES TO BE REMOVE. ;P2.nteriors AA26002763 E-mail: info®p2interi6rs.com 1801 BANKS`RD, MARGATE FL, 33063 Tel.: (954) 642 2255 Fax. (954) 642"2255 ext. 202 Architect Seal, NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL of P1 O�pO000��,00 0 U�� POD 0 o�Q 0 J. o ° AR9758 C,;, 06 0 0 00 0 OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY_ WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE /V 1A /t / / / / it 1/'-./ -✓ :/ / / 1/1 -/ -/ /_.../ 7 /.. ./ / .,.:/ ,1 % / / / / -../. / ',/ ,, / ;/. -:7 1 v//.i +- I 1 0 o°° 2021. 129 OF FLO¢�O� ��ooDDDDO� I EXIST PLAN W DEMOLITION PLAN DENOTES AREA 15:57:28 -05 00 / OUT of SCOPE, SCALE: 1 4"= 1'-0 CODE IN EFFECT: 201'7 Florida. Building Code — 6t�i Edition a�=��.µo�a�:=as .ce u�a n.s anrc ausr. as ammm ar un eaow er deu say ST sx%seruu uusrae auswrrtn ro nas amcc rw umaova esroas aaocupas w,x aax. THONY W. 3/10/2021 12:59:09'PM DASB: Approved AQUIT, SUYIN 3/2/2021 12:04:45 PM FIRE Reference Only.: i GENERAL NOTES; ALL WORKS SHALL STRICTLY COMPLY WITH THE 2014 FLORIDA BUILDING CODE, NFPA 101 LIFE SAFETY CODE, AND. ALL OTHER APPLICABLELAWS'- AND ORDINANCES. ALL WORK SHALL INCLUDE ALL ITEMS, BUILDING AND SITE, INDICATED ON THESE DRAWINGS UNLESS OTHERWISE INDICATED. G.C. TO LOCATE STRUCTURE THE CONTRACTOR SHALL ACQUAINT', HIMSELF WITH THE' EXISTING SITE PRIOR TO CONSTRUCTION. THE CONTRACTOR WILL ALSO VERIFY ALL DIMENSIONS- AND FIELD CONDITIONS. ANY DISCREPANCIES BETWEEN' THE DRAWINGS AND THE EXISTING CONDITIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION BEFORE THE COMMENCEMENT OF ANY WORK. IF THE CONTRACTOR DOES NOT NOTIFY THE ARCHITECT NO CHANGE ORDER WILL BE ALLOWED. SHOP DRAWINGS SHALL BE SUBMITTED TO OSCAR CABEZA FOR GENERAL REVIEW ;AND DESIGN COMPLIANCE FOUR (4) COPIES OF EACH OF THE ITEMS CHECKED 'BELOW: WINDOWS---- HVAC DUCTY LAYOUT__-_ DOORS ---- CABINETS AND BUILT INS ---- THE WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. THE ARCHITECT IS NOT RESPONSIBLE OR LIABLE FOR ,THE INTEGRITY OR CORRECTNESS- OF THE EXISTING BUILDING AND IT'S COMPONENTS. ALL WORKMANSHIP SHALL BE NEAT. CLEAN. TRUE AND CORRECT. THE CONTRACTOR WILL VEF OPENING REUIREMENTS QF-DOORS AND WINDOWS PRIOR TO CONSTRUCTION. DEPOSIT AND FEES FOR UTILITIES INCL. WATER METER, TELEPHONE., AND ELECTRICAL SERVICE SHALL BE ,,PAID BY OWNER THE CONTRACTOR SHALL MAINTAIN TEMPORARY ELECTRICAL, WATER AN SANITARY FACILITIES FOR THE DURATION OF THE ELEC CAL, TE D N 1 E 0 CONSTRUCTION. GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIORTO COMMENCING' ANY WORK. CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS. ACCEPTANCE OF THESE PLANS CONSTITUTES .APPROVAL. PLEASE NOTIFY ENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY, 2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED TO MAINTAIN PLUMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS _ DURING'I CONSTRUCTION. 3. THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETAILS. 4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE .SHALL REACH 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS, AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS UNLESS OTHERWISE NOTED. 5. CONTRACTOR/OWNER SHALL BE ' RESPONSIBLE FOR iVERIFYING REQUIRED GRADE & FINISHED FLOOR ELEVATIONS WITH RESPECT: TO DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR <ANY'OTHER GOVERNING BODY. 6. OWNER AND .CONTRACTOR SHALL NOTIFY ENGINEER, IN WRITING, _BY CERTIFIED MAIL UPON COMMENCEMENT OF PROJECT. 7. THE OWNER SHALL BE 'SOLELY RESPONSIBLE FOR INVESTIGATION IN REFERENCETO WHETHER STRUCTURE CAN BE BUILT ON SITE. PAYMENT: OF THESE DRAWINGS ' CONSTITUTES ACCEPTANCE & AGREEMENT WITH THEFOLLOWING STATEMENT: NO PARTY SHALL INITIATE DELAY CLAIMS AGAINST OSCAR CABEZA LIABILITIES SHALL BE LIMITED TO FEES PAID TO THE DESIGN PROFESSIONAL: WALL LEGEND: EXISTING EXTERIOR C.B.S. WALL NEW 5/8" GYP. BD. WALLS ON 3 5/8" Mtl. studs @ 16" O.C. EXISTING 1 HR RATED WALL EXIST'G 5/8" GYP. BD. WALLS CLASSIFICATION OF REHABILITATION WORK FFPC 101 CHAPTER 43 — MODIFICATION Alteration Level II ACCESS PANEL NOTE 1 ALL ACCESS PANELS SHALL HAVE A SIGN STATINGTHE FOLLOWING: E OLLO G. ACCESS PANEL - DO NOT OBSTRUCT 7IN tSHELF410 r/ ^ y a ,.. ,.. I r L NEW FOLDING _=== ol, i 'STORE W EGRESS - -=-- -- --- - ==- -= - O I I DOOR 'INCORPORATED ' _ Iw I I � zI I V- WNW I I I PANIC HARWARE DOOR 'SIGN: INTERIOR PARTITION SECT. PONY -WALL CONNECTION W 1I4 ANCHORS _ r SCALE. 1/4 - 1 -0 - SCALE. N.T.S. ALTERATION LEVEL 2: A.2. -ASSEMBLY —MODIFICATION PER FFPC 101 CHAPTER 43 Occupancy. Per Table', 1004.1.1 & FBC 303.1 & FFPC. 7.3.1.2—.�---- _" -- - SQUARE FEETPER OCCUPANT BASE ON FLOOR AREA SQ. FT. USE SQ. FT. / OCCUPANT MAX # OF OCCUPANTS 654 KITCHEN PREP;!AREA 200 Gross 3 720 RESTROOMS / CORRIDOR/ OFFICE 100 Gross 7 174 STORAGE 300 Gross 1 669 INSIDE SEATING AREA 15 Gross - 44 232 BAR SEATING (35-1" LINEAR FT.) * 1:18" 23 LINEAL F„ FIX SEATING * 1: 18" 34 6 BOOTHS Fix Seating (Booth Lenght 48"— 4 person) 1:24" 24 3 BOOTHS Fix Seating (Booth Lenght 24"— 2 person)' 1:24" 6 2,781 SF. TOTAL 142 TRAVEL DISTANCE: (TABLE 1016.1) 200 FT. 'I MAX ( NON SPRINKLERS) COMMON PATH 75 FT. MAX. MEANS OF 'EGRESS: 2 (FBC TABLE 1015.1) MINIMUM CORRIDOR/ AISLE WIDTH: 44">50 OCCUP.LOAD & 36" <50 OCCUP. MAX. DEAD END CORRIDOR LENGTH: 20'-0" (FBC 1018.4) MIN. CLEAR OPEN'G OF EXIT DOORS: 32" (FBC 1008.1.1) LOAD (FBC 1028.9.1.1) DOOR SCHEDULE SIZE LOCATION W. H. TH. DOOR FRAME QTY RATING HARDWARE REMARKS -Al EXIT 41 " 1 20" 2" WOOD/GLASS METAL 1 ALUMINUM ALUMINUM OUTFOLDING BI—FOLD DOOR (NON FL20OUTF PANIC HARWARE/ CLOSER DOOR TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED E—A2 EXIT 36" 80" 1 3/8" GLASS METAL 1 W/ PANIC HARDWARE & CLOSER EXIST'G EXIT DOOR/WITH CLOSER N—A101 KITCHEN 36" 80" 1 3/4" STAINLESS STEEL AL 1 ELIASON EASY SWING HARDWARE NEW DOOR N—A102 OFFICE 32 „ 80 „, 1 3 4 / WOOD AL. 1 PRIVACY 0 K T A L C SE LSERIES / ADA LEVER .HANDLE /CLOSER NEW E DOOR E-A103 STORAGE- „ 36 80 1 3/4 WOOD AL. 1 PRIVACY LOCKSET / AL.SERIES ADA LEVER HANDLE /.CLOSER EXIST' G DOOR WINDOW SCHEDULE LOCATION SIZE FRAME REMARKS WIDTH X HEIGHT QUANT AO BAR ENTRANCE' 161 96" 1 METAL COASTLINE B1- )OLD DOOR IZ4 NOA FL33612.1 ® TAKE OUT AREA 111" 78" 2 METAL CjOASTLINE NOA FL33676.16.1DIRE� GLAZE Miami Dade County Department of Regulatory and Economic Resources Job Copy 092100731 - 4j28/2021 3:42:03 PM 002 A' OOR PLAN 1. df Examiner •m Date Time Stamp Trade Stamp Name A UIT YI 2 SU N 3 2021 1:10:27 P IRE A r ved 4 / / M F pp o AT '7-XJW Ia g� ---------- --�--L--=---- TNEW WINDOWCD/ \ NEW CONCRETE COUNTER 00 X \ TOP n----a--..4-2sA..F.--"-- E — a A TI III Digitally signed E EXIS NG fill IIII ;EXISTING WINDOW 2uv- 000�„�oo OO �EREDARCry Qo N—NEW IIII NEW NANA WALL IIII E A2 0 Goo °oor o I III IIII � Qti o e ° r o b Oscar III 3 II DENOTES AREAUU %� OUT OF_ SCOPE io / Cabeza P2 interIOrS AA26002763 E—mail: info®p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED. SEAL p000ao�� Or 0 0� 0 0 J. C.4,e S o 0 oo° � °oo Q o' o AR96758 0 0 o � 0 oS'y.�oaoo� ��OpO ��-000000�� OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT. SO EVER NOR -ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE . - CODE IN • EFFECT. 2O1'7 Florida • Bulldin Code - 6th. Edition ewm,.erd+s sx•u weerv, ua eE ass+wsiwc cm. wi own+vaxs .,m eow.mxs w „x doe w+o „ss ama uus, w: uon,ca a u+r vwnwnane ,aw ,xa owwswxs uro caxwnoxa sxow er ,aeso oawaos sHon oadns uus, ea suawnrto ro nas o,nrE ron ,,cvnovu es,wa w,oc¢axo wn, [P2 • interiors AA26002763 E—mail: info®p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL, SIGNATURE AND A RAISED EMBOSSED SEAL �QQQO/�GG�o�� n000� of FLO 0 nu °o OQ a AR6755 0 0 off° 00 OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT_ AND OTHER PROPERTY RIGHTS 1N THESE PLANS. " THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT" SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE z ALTERATION LEVEL 2: A.2. ASSEMBLY MODIFICATION PER FFPC 101 CHAPTER 43 I anc OccuP Y Per Table & 1004.1.1 FB C 303.1 & FFPC 7.3.1.2 SQUARE FEET PER OCCUPANT BASE ON FLOOR AREA, SQ. FT. USE SQ. FT. / OCCUPANT MAX # OF OCCUPANTS 654 KITCHEN / PREP AREA 200 Gross 3 720 RESTROOMS / CORRIDOR/ OFFICE 100 Gross 7 174 STORAGE 300 Gross 1 669 INSIDE SEATING AREA 15 Gross 44 232 BAR SEATING (35-1" LINEAR FT.) * 1:18" 23 51'-0" LINEAL Fr. FIX SEATING * 1: 18" 34 6 BOOTHS Fix Seating (Booth Lenght 48"— 4 person) , 1: 24" 24 3 BOOTHS Fix Seating (Booth Lenght` 24"— 2 person) 1: 24" 6 2,781 SF. TOTAL 142 TRAVEL DISTANCE: (TABLE 1016.1) '200 FT.' MAX ( NON SPRINKLERS) COMMON PATH 75 FT. MAX. MEANS OF EGRESS: 2 (FBC TABLE 1015.1) MINIMUM CORRIDOR/ AISLE WIDTH: 44">50 OCCUP,LOAD & 36"<50 OCCUP. MAX. DEAD END CORRIDOR LENGTH: 20'-0" (FBC 1018.4) MIN. CLEAR OPEN'G OF EXIT DOORS: 32" (FBC 1008.1.1) LOAD (FBC 1028.9.1.1) Is , DOOR SCHEDULE SIZE LOCATION W. H. TH. DOOR FRAME QTY RATING HARDWARE REMARKS N—Al EXIT 41 120" 2" WOOD/GLASS METAL 1 ALUMINUM OUTFOLDING BI—FOLD DOOR (NOA FL20656.1) PANIC HARWARE/ CLOSER DOOR .TO REMAIN UNLOCKED WHEN THE BUILDING IS OCCUPIED E—A2 EXIT 36 80" 1 3/8" GLASS METAL 1 W/ PANIC. HARDWARE & CLOSER EXIST'G EXIT DOOR/WITH CLOSER N—A101 KITCHEN' 36" 80" 1 '3/4" STAINLESS STEEL AL. 1 ELIASON EASY SWING HARDWARE NEW DOOR N-A102 OFFICE 32 80 1 3 4 / WOOD AL. 1 PRIVACY LOCKSET ALS IES / ER ADA LEVER HANDLE /'CLOSER° NEW DOOR' — E-A103 STORAGE „ 36 80 1 3/4 WOOD AL. 1 PRIVACY LOCKSET AL.SERIES ADA LEVER HANDLE / CLOSER EXIST. G DOOR WINDOW SCHEDULE LOCATION SIZE FRAME REMARKS RKS WIDTH X ' HEIGHT QUANT: A O BAR ENTRANCE 161" 124" 1 METAL OASTLINE BI-FOLD DOOR IZ4 (NOA FL33612.1) B O TAKE OUT AREA E 111" 78" 2 -METAL COASTLINE DIRE T GLAZE NOA FL33676.1�_ CLASSIFICATION OF REHABILITATION WORK FFPC 101 CHAPTER 43 — MODIFICATION — Alteration Level 11 ACCESS PANEL NOTE 1. ALL ACCESS PANELS SHALL HAVE A SIGN STATING THE FOLLOWING: ACCESS PANEL — DO NOT OBSTRUCT 1 I I I M'IA/1 / -/ :- / A I I/ I / / /. / / I M / 7 / I/ / -/ / / / / 11 / // /, /. / / /. ./ 7 / Z l / _ - I ' ' .... f l u 1. � .. :,,— — ____ __ ;.. . S ul y 9 \ ■ 1 GENERAL NOTES: 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, 'ELEVATIONS AND ANGLES AND ALL OTHER EXISTING CONDITIONS PRIOR TO COMMENCINGANY WORK. CONTRACTOR TO ALSO VERIFY AND APPROVE ALL INFORMATION ON DRAWINGS: ACCEPTANCE OF THESE PLANS CONSTITUTES APPROVAL. PLEASE NOTIFYIENGINEER BY CERTIFIED MAIL OF ANY CONFLICTS OR DISCREPANCIES, IF ANY. 2. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY BRACING AND SHORING REQUIRED` TO MAINTAIN r PLNMBNESS AND STABILITY OF ALL STRUCTURAL ELEMENTS DUI CONSTRUCTION. 3.' THE CONTRACTOR SHALL OBTAIN FROM ALL SUBCONTRACTORS THE FINAL APPROVED SITE AND LOCATION OF ALL OPENINGS TO BE PROVIDED FOR RESPECTIVE TRADES. HE SHALL BE RESPONSIBLE FOR LOCATION AND DETAILS. 4. ALL CONCRETE FOR FOUNDATIONS & SLABS ON GRADE SHALL REACH 2500 P.S.L. COMPRESSIVE STRENGTH AT 28; DAYS, AND ALL COLUMNS, GROUTED CELLS, SLABS ABOVE GRADE AND TIE BEAMS SHALL REACH 3000 P.S.I. COMPRESSIVE STRENGTH MINIMUM AT 28 DAYS UNLESS OTHERWISE NOTED. 5. CONTRACTOR/OWNER SHALL BEI, RESPONSIBLE FOR, VERIFYING` REQUIRED GRADE & FINISHED FLOOR ELEVATIONS WITH RESPECT TO`DADE COUNTY FLOOD CRITERIA, EXISTING CROWN OF ROAD ELEVATIONS, FEDERAL FLOOD CRITERIA OR ANY OTHER GOVERNING BODY. 6. OWNER AND CONTRACTOR SHALL NOTIFY ENGINEER' IN WRITING, BY CERTIFIED MAIL UPON COMMENCEMENT OF PROJECT. 7. THE OWNER SHALL BE SOLELY RESPONSIBLE_ FOR INVESTIGATION IN REFERENCE TO WHETHER STRUCTURE CAN BE BUILT ON SITE. PAYMENT OF THESE DRAWINGS CONSTITUTES ACCEPTANCE & AGREEMENT` WITH THE FOLLOWING STATEMENT: NO PARTY SHALL INITIATE DELAY CLAIMS 'AGAINST OSCAR 'CABEZA, LIABILITIES SHALL BE LIMITED TO FEES PAID TO THE DESIGN PROFESSIONAL. 1_ 9J � mFAr111111111 O NEW -WINDOW o00 MON/ ----tom 'NEW CONCRETE COUNTER I ?� \ n_ ° TOP 42 A..F. E—EXISTING IIII IIII EXISTING WINDOW N—NEW. IIII NEW NANA WALL IIII (ETA 2 ..IIII IIII UU 2 3 A.5 SHEE T NO. DENOTES AREA PROPOSED FLOOR PLAN R OUT OF SCOPE A A SCALE. 1 4 — 1 —0 Miami Da County Department - n y ep rtment of Regulatory ;and Economic Resources Job Copy 0 21007 1 9 3 4/28/2021 3.42.03 PM AQUIT, SUYIN 3/2/2021 12:42:27 PM FIRE Approved AQUIT, SUYIN 3/2/2021 1:03:54 PM FIRE Void LEGEND DENOTES NEW CEILING WORK NEW CEILING TILE'` TO MATCH EXISTING -y- CEILING LIGHTING FIXTURE / REFER TO LIGHTING SCHEDULE EXISTING FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. NEW /- RELOCATED FLUORESCENT LIGHTING FIXTURE SURFACE MTD: R A RETURN GRILL / TRASFER GRILL, q S AIR SUPPLY P 1 8'-9" A --FINISHEDI CEILING FINISH FINISHED CEILING HEIGHT IN CEILING G MATERIAL E L REFER- TO FINISH PLAN LETTER MATERIAL A GYP. BD. CEILINGS B ACUSTICAL CLGS. C EXPOSED E EXISTING �s -.CEILING SECTION DETAIL NUMBER' REFER TO CEILING SECTION DRAWINGS FO/CS PP CONTROL POINT FOR PARTITION WORK AND CEILING WORK. FC CONTROL POINT FOR FLOORING WORK AND CEILING WORK. CO G C EXISTING SPRINKLERS NEW SPRINKLERS Do j.� .. , "o ' f5.igjth1jy•oaa°° signed , ° ° 00 by Oscar Cabeza ' mmufto 0,) ,. '. �.• • ate' o ° ° ° o 29 oar ° o 0 B `oQ 0 o rFOF �o� 15:58:0-05'00' 000 i p . , �0000ODD� PATCH & REPAIR GRID - I` FOR NEW PARTITION ..VA ,. EXIST G I I I -.. .: = I S G ,I I r I I — I i I I I I I I I I I L-----i ff P2.• interiors AA26002763 E-mail: infoOp2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL O��QDD00000 6 -� 10 e ° AR96768 o 00 o o°o n0 OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY, EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUTFIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE LEGEND' .' DENOTES NEW CEILING WORK NEW CEILING TILE, TO MATCH EXISTING CEILING LIGHTING FIXTURE / REFER TO LIGHTING SCHEDULE 0 EXISTING FLUORESCENTLIGHTING FIXTURE — SURFACE MTD. NEW / RELOCATED FLUORESCENT LIGHTING FIXTURE SURFACE MTD. R A RETURN GRILL ./ TRASFER GRILL A S AIR SUPPLY P 1 A CEILING FINISH' FINISHED CEILING HEIGHT FINISHED CEILING MATERIAL REFER TO FINISH PLAN LETTER MATERIAL A GYP. BD. CEILINGS B ACUSTICAL CLGS_ C EXPOSED E EXISTING �s CEILING SECTION DETAIL NUMBER REFER TO CEILING SECTION DRAWINGS FO/CS PP CONTROL POINT FOR PARTITION WORK AND CEILING WORK. FC 30-- CONTROL POINT FOR FLOORING WORK AND CEILING WORK. EXISTING SPRINKLERS ONEW 'SPRINKLERS Miami Da 09210073 003 A.2 S. ' PATCH & REPAIR GRID X •;: W P 0 FOR NEW PARTITION AR .. \ PFX 9G, Sr \: 4 I � � EXIST G •- I - 1 I I 1 2 � I 1 I I 1 I I I I I' I I iI W L I I I I 1 is I I I P2 Interiors AA26002763 E-mail: info©p2interiors.com 1801 BANKS' RD, MARGATE FL, 33063 - Tel . (954) 642 .2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL OoO000D ILL o c>o 0 t] q p0 °� J C40lei °° o V ° 0 AR96758 q #+ p PED o©oo oDDDD OSCAR CABEZA FLORIDA ARCHITECT No. AR96758. ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY T P PERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE cC; Cr) N r -+4:Z � L 0 -D 1— �., E U--I C /1 �> Z#ZLam - wanex awrx■ays sx�u xnvE mcauwa awe acuco dwds�a+a • ■ ■ d�xm•ames sxw. vdwv, uid w: asPsxwwa ra, w, a■waars um caanaxs nx mxs .we wm a" .. xusr se wmxm a sxr vwxAnw■ r■w exs w■naiaxs AND esxw w� Sx01w ■Y a1F5fi OxnwNEA CODE IN EFFECT. 2017 Florida Buh1dingCode6th. Edition . : F.eBfiC.xnd3 w■i K ■II■wiRa ro ilr■ oiF1fF MN Mr■avll BEraRE vxacErbxa WM Examiner Date Time Stamp Trade Stamp Name A UIT SUYIN 3 2 2021 1:05:58 PM FIRE Reference.`Onl - Q / / y Miami Da 09210073 004 A.3 EXISTIN DEMISING G 1HR WALL 9� MEOW C-1 C-1 ` I : EQUIPMENT _ ITEM No.EQUIPMENTcty'CAT GORYMANUFACTURER MODEL No. REMARKS - AC —1 1 Cooler — 2 doors True TBB-2G Relocated A -2 Cocated 1Coffee/expresso ma-ker Rel AC-3 1 Tea brewer Relocated AC- 4 1 Vero _ water Relocated AC-5 C 1 Chi warm e P r - -Relocated - A 6: C 1 Cooler — 3 doors True TBB-4 G Relocated - AC 7 1 d sink Hand a Relocated — AC 8 1 Chest.. freezer Magic Chef g HM F7W3 C Relocated AC-9 1 Cooler —1 door Hoshizaki CRMR27 Relocated A —1 C 0 3 POS:Terminal Relocated AC-11 1 Ice machine By Owner New AC-12 2 Beer keg Relocated AC 13 3 Food warmer wNew B Owner Y — A 14 1 U.C. Cooler B Owner y New w AC— 1 5 1 Jarritos cooler / Retro Vintage Unit 9 True GDM—I 5-RTO—HC—LD New 11 NEW ICE MACHINE I I. I -_— 4'x3'. Al l NEW I I IS N SHELF I I 1 I I I I L - .. 1- L I 19 I I I I 6 9 1 12 1 5 1 1 I I x - I I I Q N I I z I I I I I I 11 111 110 09 0 0 I D - I Y N - - - - - - - \� '\:. , © j 0 U 40 o ® 04 41 ' , - II SIN 4 00 I 12 - I i 44 Lo x �8� o -------- 0 o I I 4' — 1 o _ Q Ln j ---- _ 48 ' o o j W _ ---- 49 U� ��-- / - '' - - I I SI K --- . I I r-- AC-6 ' 1 11 Z3 _ JoW S ,i-- ' � I EXFOZIN �� ' 3 . .. .. 0 o — , ' s J II I 91 I I CHIP WARMER i j 1 ' O O 10 j '. O Q AC-4 U.C., JARRITOS. VERO WATER w >_ _ f w / �• F IU H ': COOLER COOLER oo w TEA -a ® ! P2 • interiors AA26002763 E-mail: info®p2interiors.com 1 1 ANKS RD MARGATE 80 B FL, 33063 Tel (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL �pOOOoo©oo 0 ��-fig OQ V o°oo°oo o o OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE . - . ' .. NgiTRN Dlnaasana aaall I4iK AaamF1M1E D�En aCNED pnQl•aNS CODE IN EFFECT2017 • aamaam+n anus Warr. ua ec ae>ooxvu van. au DurH•axn a+m canwmxs a n�a _ • � +oa r„o n,s amca oust a xonruD a axr vunatmrn maa tac MUDv4axa uro Da°naxa . 2 01'� Florida Building Code 6 th. Edition �n�DEruSWa ��aL�a�TMs��.�aaaaD��aE�rwDD.n a��nDr. Examiner Date Time Stamp Trade Stamp Name A UIT Q S UYI N 3/2/2021 12.47.53 PM FIRE Reference Onl I Y 00 - 1 00 *41 I , EXISTING 1HR DEMISING WALL 100 � C EQUIPMENT 1ITEM No.QtY EQUIPMENT CATEGORY MANUFACTURER MODEL No. REMARKS — A 1 1 — Cooler 2 doors True TBB-2 G Relocated ocated AC-2 1Coffee/expresso maker Relocated. AC -3 1 Tea brewer Relocated AC-4 1 Vero water Relocated AC-S 1 Chip warmer Relocated - AC 6 1 - Cooler 3 doors True TBB-4 G Relocated AC-7 1 Hand sink Relocated - AC-8 1 Chest freezer . Magic is Chef H F7 W3 MC Relocated AC-9 1 Cooler —1 door Hoshizaki CRMR27 Relocated A —1'0 C 3 POS Terminal Relocated e ocated_ AC-1 1 1 Ice machine By Owner New — AC 12 2 Beer keg Relocated — AC 13 3 Food warmer B Owner y New AC-14 1 U.C. Cooler By Owner New AC- 15 1 Jarritos cooler ./ Retro Vintage Unit True GDM-15-RTO=HC-LD I New '- } NEW \ ICE MACHINE I:I y _ 4x 3 I Al NEW . ., I 11 IS N SHELF r I I I i - I 1 ! 6 I 9 1 1 5 1 1 8 � i I I I r } S ! N I I I z I 1 1 11 111 110 09 0 0 I I i I 1 I MEOW s:: 5 c-1 --- is` I I •• r I 1 I I 1 I I i I_ I I 1 1 :1 N POS Ems T T T T rP'J"�TiT/�iTi T T ?' T: P2 interiors AA26002763 E-mail: info@p2interiors.com 1801 BANKS RD MARGATE FL 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED ,SEAL OO�DOaoonc,� o� r,.oll ° o AR9675800 00 OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY' RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE 8 6 I I05 I� U 40 -- C , 00 I 4 j I 41 ----- ` ICV g _ 00 - --- � 8 I 45 /. -- ow 00 AC-9 i w / , �--- 4 ! ! o o - � �' 4 —1 - 1 0 _ /: ,---- I U) ., 48 o AC-8 ------ ww 1 r ;; 50 H ND I AC-7 j/ rj — O 5— V 4 I r SINK--- o II I o NEW f - 1 - - — I ! I---- EXF� LINE _ tj o o f 6 f/ I i CHIP 91 :, ' WARMER 1 o O 1 0 I ' VERO o AC-4 i < v r >- - j : 9 8 ' IU ' u C. JARRITOS WATER w J w ' '/ l/ F H COOLER COOLER o i in %/ 7 1 TEA n ;P2interiors AA26002763 E—mail: info®p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL OQD��OOoo�� o� OF Ft o 4 °° J. °a*1 o a D oo � ooD 0 a R96758 o�� 00 OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM,OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTENPERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE 0 0 '%-cl UCLA D ° ° ° Q p l ° 987 8 ° 4 te: o° °o o0 s ° 202 29 o0 o r�rE OF FI-O oao o ��000000�� 15.58.44 -05 001 AA Miami Dade County Department of Regulatory and Economic Resources_- Job Copy 0921007313 4 / 2 8 / 2 0 21 3 .4 2 . -0 3 PM M�ni1EN DN�Fx9W5 9�N1 ,uK M2fE0FN0E OVfA 5CME0 puFN9DN5 005 A.4 FL OR AND OUTSIDE PLANS 1. df P _ _ � JOB .1XD TNS Oi1t0: 4DSi B'e N01M11E0 OF /JlY VNtlNnplS iitDY 1,R O4FN9�ONS .1HD CONOITONS CODE IN EFFECT. 2047 Florida Dulldln Code 6th. Edition Examiner... DNKN. FEBLES, NOEL 2/23/2021 7:36:44 AM DERM Approved AQUIT, SUYIN 3/2/2021 12:49:20 PM FIRE Reference Only. - ; III .I. III (u I' L— — — — — — — — — — • �t I 1 0�I000 o gi a ly signed 0 D °°°° G�sMcy�'�� o b Osca r °oos�� o p o y OUTSIDE PLAN %� o ° ° r b ° o a eza A 0 0 ° ° t 1--j P2 • interiors AA26002763 E—mail: info@p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL "� % G� 'Q ° AR96758 � Z If l� OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE Q '—+ Q) d Cn � rj O E ° Cn o J A-; Q � U Q DO o a E 1 Ln cn nr� '5 E- C� � � O SHEET TITLE FLOOR & OUTSIDE PLANS SCALE: AS NOTED R96758_. te: s P °IS 202129 SHEET NO • o TqT� OF Ft OR�� ° ��0000000°° 15-,58:44 05'00' AA Miami Dade County Department of Regulatory and Economic Resources Job Copy xBff: xlxrrtx oNfxsaxs lNKL NJ,vf aBfceosxce mu BCKfO olxw•axs. TN 0921007313 - 4 / 2 8 / 2 0 21 3 : 4 2 0 3 PM �x AN NB.,.« �. Nx I OFANB�.�B. NS Nsa1 AND04SO CONS AND ON rxf JOB AN Ms SOFFINXNALL xUsl BE DOM'IED OF ANY vMIAT- IRON ME BBIwBIpIB AND CONDTIONS 1, CODE IN EFFECT: 2017 Florida Building Code 6th. Edition &OBxT...MMx05 n��NNsBNroTMFOBx.B.Bf.xB.~ 005 a.4 FL .Examiner Date Time Stamp Trade Stamp Name AQUIT, SUYIN 3/2/2021;12:12:36 PM FIRE Reference Onl. Y Goof 090 . . 00000 000 ... . MEN P2 interiors AA26002763 E-mail: info®p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS 1T BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL oQo°O00000� 0° ° ° / q pY 0 0 +� o DOU OS hyE N• js. ,try pY O pyo o ° o °O� O�•d o o v o r+'4� O a . !?ED A• boo OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY. WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE N V V 00,0141 I opo� 0 pip; 'wimp 41, PAN FAVA WA, ml d FOA0 APA , PAOA DATE: 01.29021 A Flid, I 412A I� 111111101 -- - 11MIJEJE I■I ■11 VINVA' 1 I I 1 I - I I I I \ \ \ \ \ \ \ \ \ \ \ \ \�\ \ \ \ \ \ \ \ \ \ \ \ _\ \ \ \ \ \ \ \ \ \ \ \ Digitally 1 I i 1 � I EXISTING - I EXISTING --I EXISTING-JI EXISTING-_ I NEW FOLDING STORE- ' NEW NANO WALL-' o signed by 0W� EGRESS DOOR INCORPORATED FOR TAKE: OUT � _ _ Oscar Ca beza. o ao t . 0 o a e0 i o 0 o ss7 o 0 0 o po 1 PROPOSED EXTERIOR ELEVATION PROPOSED EXTERIOR.ELEVATION o sP°a >000OOE OF F1: °0001_ 02 o rqT o�� °° 16.46:07 SCALE: 3 16 0 SCALE 3 16 - 1 — °° • x.O Miami Dade Count Department of Regulatory and Economic Resources Job Co Y P 1 Y PY - • • • • • coxm+cm S suu MUST u» aE aEsvoxse�c mw, w. aucxsa+s um armiwxs a� 0921007313 - 4 2 8 2 0 21 3: 4 2: 0 3 PM :TM� :�ox� •°• ��. �, m ��•a6 Goa / / CODE IN EFFECT. 2017 Florida Buildln Code 6th. Edition �,•�,.ce��ro�•a„�� o��.TM 006 A.5 EX Examiner D , ate Time Stamp Trade Stamp Name AQUIT, SUYIN 3/2/2021 12:54:14 PM FIRE Reference Only. • •` • • : • • • • y JIW t ca 1 NEW _ J - ,. _ i I CONCRETE I ,. tr///I I 1 M t. COUNTERr/A/- t . 1 1 I 1 1 � I . / 1 Digitally signed n ed b t I o g y 0 cy I I 1 1 1 a 0 0 0 NEW FOLDING STORE-, NEW NANO WALL o a r o EXISTING —EXISTING EXISTING EXISTING E G E o Oscar Ca beza R TAKE OUT I o W EGRESS 'b00R INCORPORATED I FO E o° o. o `—,.— — —.— — — — — — — —'— ��': 0 o a ° o ----------------------� _ ° ° o ate. 10 �o o o0 00: 0 0 tP2 • interiors AA26002763 E-mail: info@p2interiors.com 1801 BANKS RD, MARGATE FL; 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL OD��Uooa0000 op�0 OF FLO C� 0 Q flfl°° CO 3. CAS ° o ° ° o o 'f^C a O O � o AR96758 ° o \\l o ��i flfl o b Q @gyy° o 0 0 00 END0'✓Q OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS, THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE 4_j Cn �__j o 'E a � Cn _I <C 00 0 Q) Q E-t . Ln cn 0- O Ta w '' PROJECT NUMBER: 20-1302 STRUCTURAL, LEGEND 0 GENERAL.STRUCTURAL NOTES GENERA STEEL: SOIL COMPACTION STRUCTURAL 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER DRAWINGS. CONTRACTOR SHALL COORDINATE THE WORK OF OTHER TRADES INCLUDING BUT NOT LIMITED TO THE REQUIREMENTS FOR SLEEVES, INSERTS, 1. COMPACTED SOIL IS TO PROVIDE A SATISFACTORY SUBGRADE FOR THE LOAD BEARING CONCRETE SLAB ON 1. STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST- AISC STEEL HOLES HANGERS AND ANCHORS. ' GRADE. BACKFILL - MATERIAL SHALL BE GRAVELLY SOILS, WELL -GRADED SANDS, AND SAND -GRAVEL CONSTRUCTION MANUAL AND SHALL CONFORM TO LATEST ASTM A36_ SPECIFICATIONS. ' BOLTS TO CONFORM TO - - MIXTURES RELATIVELY FREE OF PLASTIC FINES AND .CLASSIFIED AS SP, SW, SP-SM OR SW-SM. ASTM A325. ANCHOR BOLTS SHALL CONFORM TO ASTM A307.-ALL WELDING SHALL BE PERFORMED BY CERTIFIED 2. CONTRACTOR SHALL REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE OWNER'S WELDERS (AMERICAN WELDING SOCIETY). REPRESENTATIVE PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED. 2. FILL AND BACKFILL SHALL BE BE PLACED IN LIFTS NOT EXCEEDING 12 INCHES IN LOOSE THICKNESS. _ EACH LIFT SHOULD : BE COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM . 2, ALL, CONNECTIONS.SHALL DEVELOP THE STRENGTH' OF THE PART BEING CONNECTED. SHOP CONNECTIONS SHALL 3. . DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOTONLY WHERE SPECIFICALLY INDICATED OR REFERENCED BUT DRY DENSITY NEAR' THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557. - - BE WELDED. FIELD CONNECTIONS SHALL BE. BOLTED UNLESS OTHERWISE NOTED ON THE PLAN. ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE CONSTRUCTION REQUIRES -THEIR USE. DETERMINE APPLICABILITY TERMITE PROTECTION ` OF TYPICAL DETAILS FROM DESCRIPTIVE TITLES OR FROM ' THE SIMILARITY OF A CONSTRUCTION CONDITION TO ANOTHER 3. PROVIDE ONE SHOP COAT OF. RUST -INHIBITIVE PAINT (MINIMUM 3 MIL DRY. FILM). TOUCH UP ALL ABRASIONS CONDITION WHERE THE DETAIL IS SPECIFICALLY INDICATED; OR REFERENCED. AFTER ERECTION. :APPLY FIELD FINISH PAINT COATS AS SPECIFIED, FOR INTERIOR STEEL COLUMNS, AND MISC. PER FBC SECTION 1816, TERMITE PROTECTION SHALL PROVIDED BY REGISTERED TERMINTTCIDES, INCLUDING SOIL FABRICATIONS. _ 4. '' ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS (+X-X "), REFERENCED. TO THE FINISHED FIRST FLOOR APPLIED PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS - -' ELEVATIONDATUM_ t0-0". FOR ACTUAL FINISHED FIRST FLOOR ELEVATION (N.G:V.D.) REFERTO SURVEY. - OF TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON - 4. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION OR ERECTION OF STRUCTURAL STEEL. . COMPLETION OF .THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE 5. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED SHOP DRAWINGS UNDER ANY CIRCUMSTANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINSBRACKETS, "THE 5. ALL STRUCIURAL'STEEL, MISCELLANEOUS PLATES, EMBED ITEMS, BOLTS, NUTS, WASHERS, ANGLES, ;AS THE FOLLOWING STATEMENT: BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF NAILS, SCREWS AND CONNECTORS USED IN NON -CONDITIONED SPACES AND EXTERIOR AREAS EXPOSED TO THE 6. ALL ITEMS SHOWN IN THESE DRAWINGS ARE NEW CONSTRUCTION UNLESS SPECIFICALLY NOTED AS EXISTING. SUBTERRANEAN TERMITES.. TREATMENT IS IN ACCORDANCE WITH., RULES AND. LAWS ESTABLISHED BY. FLORIDA WEATHER SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION NO EXCEPTIONS WILL. BE PERMITTED - DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES."(GALVANIZED SPRAY NOT DEEMED EQUIVALENT). 7. BEFORE BEGINING ANY DEMOLITION WORK, THE CONTRACTOR SHALL _SURVEY. THE SITE AND EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. MASONRY CONSTRUCTION NOTES: 6. THE STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE FOLLOWING: $. VERIFY AND: COORDINATE ALL DIMENSIONS, ELEVATIONS, ETC.; NECESSARY FOR THE PROPER CONSIRUC110N AND _ 1. DESIGN MASONRY. ASSEMBLAGE STRENGTH, F M 1500 PSI. NET AREA COMPRESSIVE STRENGTH'. OF A. W HOT -ROLLED SHAPES..; ....................:...................... ASTM A992, Fy = 50 Ksi ALIGNMENT OF THE NEW WORK RELATIVE TO THE EXISTING STRUCTURE. CONCRETE MASONRY UNITS SHALL BE A MINIMUM OF 2000 PSI. B. SQUARE AND RECTANGULAR HSS; ........ ........ASTM A500, GRADE B, Fy = 46 Ksi _ C. PLATES,` ANGLES...'. ...: ...........................:. ........................ ASTM A36/ A.36M 9. TAKE ALL MEASUREMENTS NECESSARY FOR PROPER FABRICATION, ALIGNMENT, AND INSTALLA11ON OF STRUCTURAL 2 SPECIAL INSPECTION IS REQUIRED FOR THE REINFORCED MASONRY WALL. D. 'HOT -ROLLED CARBON STEEL SHEETS AND. STRIPS..............ASTM A 245. MEMBERS AND COMPONENTS. E. HIGH STRENGTH BOLTS .................. . ASTM A325 3. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND BE MANUFACTURED WITH MEDIUM WEIGHT F. ` HOOKED ANCHOR RODS ......:................... ......... .......:.ASTM F1554, GRADE 36 10. THE CONTRACTOR IS RESPONSIBLE TO IDENTIFY THE LOCATIONS OF THIS TYPE OF CONDITION AND ITS QUANTITIES. AGGREGATE. G. HEADED ANCHOR RODS.:: ..........:... ...:..... :..'.:...:.............�ASTM F1554, GRADE 36 H. THREADED ANCHOR RODS ......................... ...!...:. ..............ASTM F1554, GRADE 36 ' 11. WHERE EXISTING CONSTRUCTION THAT 1S TO REMAIN IN PLACE, BE RE USED, OR REMAIN, THE PROPERTY OF THE OWNER 4. MORTAR SHALL CONFORM TO ASTM C 270 TYPE M 2500 PSI). GROUT FOR FILLED CELL SHALL CONFORM I. WELDING ELECTRODES............................................................ AWS D1.1/D1.1M, E70XX IS DAMAGED AS A RESULT OF THE CONTRACTORS OPERATION, REPLACE WITH NEW OR REPAIR TO ITS ORIGINAL CONDITION TO ASTM C476 AND SHALL NOT CONTAIN ADMIXTURES. GROUT SHALL ` ATTAIN A MINIMUM 28 DAY J. WELDED WIRE MESH :..................................: ........ ..............ASTM A185 - IN ACCORDANCE WITH NEWORREPAIR TO ITS ORIGINAL CONDITION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR COMPRESSIVE STRENGTH OF 3000 PSI, SLUMP 9 IN. AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ADDITIONAL COSTS SHALL BE BORNE BY THE CONTRACTOR. 7. FIELD CUTTING OF STRUCTURAL STEEL MEMBERS BY ANY TRADE SHALL NOT BE PERMITTED. BOLT HOLES SHALL 5. REINFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 / A615M, GRADE 60 AND SHALL NOT BE CUT OR ENLARGED BY FLAME CUTTING IN THE FIELD. 12. THE CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE RESPONSIBLE FOR HAVE FABRICATION TOLERANCES IN ACCORDANCE WITH ACI 315. SHOP -FABRICATE REINFORCING BARS INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE REQUIRED AS A RESULT OF ANY CUTTING, WHICH ARE INDICATED TO BE BENT OR HOOKED. 8.. ALL STEEL TO HAVE A SHOP COAT OF RUST INHIBITIVE PAINT. REMOVAL, OR DEMOLITION WORK PERFORMED UNDER THIS CONTRACT DOCUMENTS. - 6. MINIMUM No. 9 GAGE HORIZONTAL REINFORCEMENT AT 16" SPACING LADDER TYPE FOR REINFORCED WALL 9• DELETE PAINT ON ALL STEEL TO RECEIVE SPRAYED ON FIREPROOFING OR .CONCRETE ENCASEMENT. 13. ADDITIONAL REPAIRS REINFORCEMENTS OR STRUCTURAL REPLACEMENTS SHALL BE APPROVED BY THE ENGINEER. , AND TRUSS TYPE FOR AL OTHERS A P EXTEND 4 INCHES INTO R L OTHE SHALL BE PROVIDED. THIS REINFORCING SHALL TIE COLUMNS OR BE TIED TO STRUCTURAL COLUMNS. - 14. IF ANY ERRORS OR OMISSIONS APPEAR IN THE DRAWINGS, ';SPECIFICATIONS, OR OTHER DOCUMENTS, THE CONTRACTOR MUST NOTIFY THE ARCHITECT AND ENGINEER, IN WRITING, OF: ,THE SAME PRIOR TO PROCEEDING WITH THE WORK IN 7. ALUMINUM CONDUITS, PIPES, AND -ACCESSORIES SHALL NOT BE EMBEDDED IN MASONRY. GROUT, OR QUESTION IN THE EVENT THAT THE CONTRACTOR FAILS TO GIVE NOTICE, OR PROVIDE SUFFICIENT TIME FOR A RESPONSE, MORTAR, UNLESS - EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM -CEMENT CHEMICAL REACTION CONTRACTOR IS RESPONSIBLE FOR THE RESULTS OF SUCH 'ERRORS OR OMISSIONS, AND FOR. ALL COSTS FOR RECTIFYING OR ELECTROLYTIC REACTION BETWEEN ALUMINUM AND STEEL. - SAME AND FOR ANY DELAYS OR ANY!,OTHER COSTS INCURRED BY SAME. THE CONTRACTOR SHALL USE THE STRUCTURAL A ARCHITECTURAL, MECHANICAL; AND ELECTRICAL DRAWINGS TO LOCATE DEPRESSED SLABS DRAWINGS TOGETHER WI11-1 11�E AR , " 8. PROVIDE VERTICAL- REBARS ACCORDING TO .PLAN OR WALL SCHEDULE: SEE TYPICAL WALL END WAND SLOPES, DRAINS, OUTLETS, RECESSES, OPENINGS, . REGLETS, BOLT r SETTINGS, SLEEVES, DIMENSIONS, EMBEDDED PLATES, CORNER DETAILS" FOR SPECIAL REINFORCING DETAIL. , ETC. 9. VERTICAL REINFORCEMENT MUST HAVE A MINIMUM 48 BAR DIAMETER LAP SPLICE. UNLESS OTHERWISE DESIGN CRITERIA: NOTED, CENTER` WALL REINFORCEMENT IN BLOCK CELLS. USE NONMETALLIC BAR POSITIONERS. SHOP DRAWINGS: STRUCTURAL DESIGN IS IN ACCORDANCE .WITH THE ANDPECIFICA FOLLOWING. CODES SPECIFICATIONS: 10. PROVIDE DOWEL REINFORCEMENT IN FOUNDATION OF SAME SIZE AND. SPACING AS VERTICAL WALL NO SHOP' DRAWINGS SHALL BE SUBMITTED. FOR ARCHITECT/ENGINEERS REVIEW UNTIL 1. 2020 FLORIDA BUILDING CODE (FB), 7TT I C EDITION. REINFORCEMENT. AFTER THEY HAVE BEEN REVIEWED AND NOTED FOR CONSTRUCTION METHOD, 11. PROVIDE A CONTINUOUS BOND BEAM AT TOP OF WALL WITH 2- 5 BARS INSIDE. VERTICAL REBARS SHALL # DIMENSIONING, AND OTHER TRADE REQUIREMENTS BY THE CONTRACTOR, AND 2. STRUCTURAL CONCRETE. ACI 318-14, BUILDING CODE REQUIREMENTS FOR L E BE DEVELOPED INTO BOND BEAM, UNLESS OTHERWISE- NOTED. STAMPED < WITH THE CONTRACTOR'S 'APPROVAL SEAL' ENGINEER ASSUMES NO ,REQUI RESPONSIBILITY FOR DIMENSIONS, QUANTITIES, ERRORS. OR OMISSIONS, AS A RESULT 3. - A BUILDINGS AND OTHER- STRUCTURES. ASCE 7 16, MINIMUM DESIGN LOADS FOR BUIL N R _ 12: BRACE TOP OF INTERIOR, NON LOAD BEARING MASONRY `WALLS' TERMINATING AT THE UNDERSIDE OF OF CHECKING AND REVIEWING ANY SHOP DRAWINGS. ANY ERRORS OR OMISSIONS FLOOR OR ROOF STRUCTURE AGAINST OUT -OF -PLANE MOVEMENT IN ACCORDANCE WITH THE "TYPICAL MUST BE MADE GOOD BY CONTRACTOR, IRRESPECTIVE OF RECEIPT, CHECKING OR 4. TMS 402-16/ACI 530-13/ASCE 5-13. BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. NON -BEARING CMU WALL BRACING" DETAIL. REVIEW OF DRAWINGS BY ENGINEER, AND EVEN THOUGH WORK DONE IN ACCORDANCE WITH SUCH SHOP DRAWINGS. 5. TMS 602-16 ACI 530.1-13 ASCE 6-13. SPECIFICATIONS FOR MASONRY STRUCTURES. 13. PROVIDE CONCRETE LINTEL AND WINDOW SILL ACCORDING TO SCHEDULES IN TYPICAL OPENING DETAIL. 6. AISC 360-10, AMERICAN INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATIONS FOR DESIGN, FABRICATION, AND ERECTION OF ` STEEL CONCRETE CONSTRUCTION NOTES FOR BUILDINGS", 14th EDITION. 1. CAST -IN -PLACE CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM 28-DAY COMPRESSIVE STRENGTHS 7. AWS D1.0 AMERICAN WELDING ASSOCIATION "CODE FOR WELDING IN BUILDING CONSTRUCTION". LATEST EDITION. (F'C); . I N PERTINENT CODES AND REGULATIONS AND THE REQUIREMENTS OF THE REFERENCED STANDARDS 8 N THE -EVENT OF CONFLICT BETWEEN ER T QU A. FOOTINGS AND SLAB ON GRADE.................:..3,000 psi SHORING. RESHORING AND TEMPORARY BRACING. OF THESE SPECIFICATIONS, THE PROVISIONS OF THE MORE, STRINGENT SHALL GOVERN. B. ALL OTHER CONCRETE....................................4,000 psi . THE GENERAL. CONTRACTOR. GC IS SOLELY'. RESPONSIBLE FOR FIELD FORMWORK, SHORING, RESHORING, TEMPORARY AND PERMANENT BRACING DESIGN. 9. DESIGN LOAD. 2. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UNLESS SPECIFICALLY OTHERWISE NOTED. A. WIND LOAD. 3. WATER -CEMENT RATIO W C NOT: GREATER THAN 0.45. SAFETY OSHA AND LABOR LAWS: STRUCTURAL, DRAWINGS INDEX S U URAL DR N = ULTIMATE WIND SPEED, V i75 MPH _ THE STRUCTURAL ENGINEER OF RECORD DOES NOT POSSES NOR PRESUMES TOPOSSESANY KNOWLEDGE OR WIND FACTOR ............................. ............0.6 4. ALL CONCRETE SHALL BE "READY MIXED" AND IN ACCORDANCE NTH ASTM SPECIFICATIONS C-94 A' WI EXPERTISE IN MATTERS TO JOB SITE EMPLOYEE SAFETY, OSHA OR LABOR LAW REQUIREMENTS FOR A CONSTRUCTION RISK CATEGORY...::....................:.........II CERTIFICATE OF MANUFACTURERS MIX AND STRENGTH IS TO BE PROVIDED HAVE A MINIMUM OF 520 PROJECT.. SAFETY AND COMPLIANCE WITH OSHA AND LABOR LAWS ARE THE ABSOLUTE RESPONSIBILITY OF THE WIND EXPOSURE.......................................0 .AND LBS OF CEMENT -PER CUBIC YARD- NO WATER TO BE -ADDED AFTER TRUCK LEAVES PLANT WITHOUT GENERAL ` CONTRACTOR 'AND HIS CONSULTANTS TO ` ADDRESS'' THESE MATTERS THE STRUCTURAL ENGINEER OF INTERNAL PRESSURE COEFFICIENTS .........Gcpi = t 0.18 APPROVAL OF ENGINEER OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED. MAXIMUM MIX TIME AT RECORD SPECIALIZES IN STRUCTURAL DESIGN ONLY. THE BOARD OF PROFESSIONAL REGULATION FORBIDS HIM FROM POINT OF DEPOSIT IS 90 MINUTES. CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGN FOR REVIEW AND ASSUMING RESPONSIBILITY OUTSIDE HIS AREA OF EXPERTISE. APPROVAL. FOUNDATION 5. CONCRETE REINFORCING STEEL SHALL .BE DEFORMED BARS CONFORMING . TO ASTM A615/A615M, GRADE 60. . 1. SOIL STATEMENT. VISUAL INSPECTION REVEALS EXISTING .COMPACTED FILL WITH AN -ESTIMATED ALLOWABLE WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. PROVIDE SHEET -TYPE. WELDED WIRE. FABRIC. .. MINIMUM BEARING CAPACITY OF 2,000 P.S.F. IF OTHER ' CONDITIONS OR MATERIALS BE ENCOUNTERED, THE SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING. CONTRACTOR SHALL SUBMIT SHOP ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING ',WITH - THE 'WORK. THE GEOTECHNICAL ENGINEER WILL DRAWINGS FOR REVIEW AND APPROVAL. PROVIDE A SIGNED AND SEAL SOIL COMPACTION CERTIFICATION LETTER TO THE BUILDING OFFICIAL AFTER THE COMPACTION. HAS BEEN FINALIZED TO ATTEST THE .;..SOIL CONDITIONS AND THE ESTIMATED SOIL 6. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS : OTHERWISE INDICATED. CONTINUOUS CAPACITY. .BEARING REINFORCING_ STEEL SHALL BE LAPPED IN ACCORDANCE L E WITH THE REQUIREMENTS OF ACI 318. CITY OF SOUTH MIAM, BUILDING, DEPT. S1RtiCTURA SECTIOK ti fj I 7. MINIMUM CONCRETE COVER FOR REINFORCING 'STEEL SHALL B AS INDICATED. IN NO CASE SHALL �., 2. ALLOWABLE SOIL BEARING- CAPACITY OF 2000 PSF WAS; USED FOR 111E DESIGN- OF FOOTING.. L E, REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI 301: Q , 3. ALL FOOTING EXCAVATION AND COMPACTION SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL , " A CONCRETE CAST AGAINST AND PERMANENTLY X 0 A .......3 ENGINEER FOR THE BEARING 'CAPACITY INDICATED ABOVE PRIOR TO CONCRETE PLACEMENT: ) EXPOSED T EARTH .. ..... . B) CONCRETE. EXPOSED TO EARTH OR WEATHER. 4: FOOTINGS .SHALL. BE FOUNDED ON I WELL COMPACTED VIRGIN SOIL OR ON ENGINEERED FILL- AT THE ELEVATIONS No.6 BARS AND LARGER....:......:.............:.:.....:.........:.......................::..:..:...........2" SHOWN. No" .5 BARS AND SMALLER.....................................................................................111 WATER AT: ALL: TIMES. REPLACE SOFT OR WEAKENED SOIL WITH 5. KEEP FOUNDATION EXCAVATIONS FREE OF TE C) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH. STRUCTURAL FILL. - SLABS. - AND WALLS .......................... ..::..... ............ ....................... .:..... .... 4 A S A 0 " BEM AND COLUMNS ..........................................................................................1 0-1302 6. ELEVATIONS SHOWNA FOOTINGS :ARE TOP OF FOOTING ELEVATION ' T.O.F.. PROJECT. NUMBER 2 T ( ) CONCRETE REINFORCING -A ' 8. R C N STEEL MARKED STANDARD A A A HOOK WITH _ " ' G EE ST D RD. HOOK SHALL HAVE 90 DEGREE - W ADJACENT R S OTHERWISE NOTED. - 7. ALL EXTERIOR 'FOOTINGS TO BEAR MINIMUM 2 0 BELOW DJ CENT GRADE. UNLESS MINIMUM EXTENSION BEYOND THE BEND OF 12 BAR DIAMETERS IN .LENGTH, UNLESS OTHERWISE NOTED.. ADJUST BOTTOM OF FOOTING AS REQUIRED: DATE: 11STIRRUP, 12•20 STIRRUP, 1TE AND 180-DEGREE HOOKS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318. A A THAN 48 AR 8. FOR CONTINUOUS WALL FOOTINGS, SPLICES.- IN .REINFORCING BARS SHALL NOT BE LESS ( ) B PROVIDE 1 2 THICK I A SURFACES. 9 E / JOINT FILLER MATERIAL WHERE SLABS ON GRADE. ABUT VERTIC L S ES DIAMETERS AND REINFORCEMENT SHALL BE .CONTINUOUS AROUND .ALL .CORNERS AND CHANGES IN DIRECTION. REV, 1: 01.21.21 CONTINUITY SHALL ` BE PROVIDED AT CORNERS OR CHANGES IN DIRECTION BY BENDING THE LONGITUDINAL 10. REINFORCING STEEL. SHALL BE .SPREAD AT SLEEVES, TIEBACKS, RECESSES AND .OTHER EMBEDDED -ITEMS BY ADDING ADDI MAT REINFORCING STEEL WHICH SHALL STEEL AROUND THE CORNER (48) ,BAR DIAMETERS ORB NG MATCHING REIN ORCIN WH UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL- NOT BE -CUT TO FACILITATE PLACEMENT OF , EXTEND 48 BAR DIAMETERS FROM EACH CORNER OR CHANGE IN DIRECTION. WHEN THREE OR MORE BARS ( ) EMBEDDED ITEMS. A AN ALIGNMENT Y A BARS SPACED 0 ARE REQUIRED,.. THE BARS. -SHALL BE HELD IN PLACE D L NMENT B TRANSVERSE B NOT MORE THAN 4 FEET APART. 1. ALL EXPOSED CONCRETE EDGES SHALL E A R A A O 1 D B CH MFE ED 3/4 OR S INDICATED. 12. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT W R EFFECTIVELY COATED OR E T C NT T WITH CONC ETE UNLESS E F COVERED TO PREVENT 'ALUMINUM -CONCRETE REACTION AND ELECTROLYTIC ACTION BETWEEN ALUMINUM SHEET TITLE AND STEEL. 13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTIMATING AND SUPPLYING ANY ADDITIONAL CONCRETE `� 0 L. F� GENERAL REQUIRED TO ACHIEVE SPECIFIED FLOOR FLATNESS CRITERIA. �� O�''•E N•''•q� ��i STRUCTURAL STRUCTURAL NOTES Q�G.• �10ENSF .,�� _ ENGINEERS CA# 30758 No.76100 - PEDRO L. FIALLO, P;:E. LICENSE No. 76100 CONSULTING STRUCTURAL ENGINEER SCALE: AS NOTED ?0 .•. STATE OF r �(/�� 4960 SW 52' ST, SUITE #401 DAVIE FL 33314 P2 interiors AA26002763 E-mail: info®p2interiors.com 1801 BANKS RD. MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal OSCAR CABEZA FIARIDA ARCHITECT No. AR96758. ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE miami vaae. county Department of xegulatory :ana j&conomic xesources - uob, copy.,a..■..■■.,■■�.,.,..■■■,.,.■■.■■,..■,■ - - - - ■ • ■ ,. ' ■ ■ m,w.os avu,ww .■o ■c ■sa�t,a,..■a ur■� wo aaw■■s a ■t - .. .. .. .. .. : aMofI=E wrsiewreslwrwwwasnorwsaro�woam■ui■- 0921007313>- 4/28/2021 3:42z03 PM �, dl Code -6th, Edltlon,O�� M AN MW M MIOWL007 5.0.0 STRUCTURAL NOTES. dfCODE IN EFFECT. 2017 Florida Bull n ,�,� EXISTING . . ;. .. _STRUCTURAL; FRAMING TO REMAIN . , ADJACENT TENANT • , 0#00,EXISTING CONC. COLUMN TO REMAIN: V.I.F NEW TRANSOM .WINDOW, WIND PRESSURE - 1 TO BE INSTALLED. -48.7,'PSF (SEE_ RCH PLANS) +44.9 PSF CONCRETE 11 II COLUMN TO REMAIN MA ..EXISTING (TYP) ) NEW STEEL BEAM HSS 1. 7X3X1 4. 1 1 C , C 1 AREA SCOPE S-1.0 S-1.0 I. 1 1 I OF WORK 1 O - - � Q NEW FOLDING DOORS 0a F- N +- 1 I - M FLUSH . I I TO BE INSTALLED. = 3 = ' EXISTING CONC. SLAB ON GRADE 1 T 1 p U U. (SEE ARCH PLANS) p f- FOUNDATIONS REMAIN. N0 1 I _ ¢ z ¢ _ � & TO STRUCTURAL SCOPE`: OF WORK TO I W IND PRESSURE � 3� BE DONE AT THIS AREA. (TYP) I I I —46.6 PSF F- z • 1 1 1 1 EXISTING CONCRETE +42:8 PSF w w L U¢ Q 1 I COLUMN TO REMAIN _ > _ _pp 1 MID) , ¢ 1 0 0 1 0 I A S-1.0 1 I _ -I U , T.O.S. ` V.I.F. EXISTING CONC. COLUMN TO �— L 13_ 8 (V.I.F.) I, REMAIN. V.I.F MAIN BEAM STRUCTURAL ELEVATION , A ; ' �_ SCALE 1/2 _ 1 0' S i { I WIND PRESSURE : -55.9 PSF +42.8 PSF - ,. - 4 CONC SLAB W / NEW FOLDING WINDOW A SEE ARCH PLANS) 5 " �8 1 c� 9,:-X 7-5 8 X STEEL " AT �« A 36 <:ASTM W , PL E » / » .-- (4)-1/2 0 SIMPSON-TITEN ;P2-interijors AA26002763. E—mail: info®p2interiors.com 1801 BANKS RD' MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FlRST OBTAINING THE EXPRESS, WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE 3 W12 W, EACH 1 .1 „ . TYP „ 2 -1 _ HD W 6-1 2 - MIN WAY TOP TYP (E 70XX) / / _ EMBEDMENT IN CONCRETE. 3/16 - ..:. :a.. - » » 5 5 . .. — „ 8 X10 CONC CAP W/ (2) #5 CONT 16 �6 . NF..6„ INTO EXISTING CONC , . DOWEL REI 0 , COLUMN W/ EPDXY INJECTION (TYP) _ T EL BEAM (SEE: SE (E EXTERIOR INTERIOR N 0 . 2 5 » ELEVATION) y2»2_�8 2y2 (0 8 CMU WALL W 5 M040 -0.0 (TYP) TYP. HORIZ. JOINT REINF. #3 ® 12 MAX O.0 EACH (LADDER TYPE " C , ) 0 0 / 16 WAY MID —DEPTH. DOWEL .4»VERT. MAX INTO EXISTING CONC. SLAB TYP': $» x 8,, CUT(TYP W EPDXY INJECTION BEAM CONNECTION M►�1�r1� / C OF SOUTH MASONRY INSPECTION & (TY (TYP) , CLEAN OUT HOLE » - BUILDING DEPT. S 1.0 _ SCALE /2 —1- SC 1 0 T.O.S. T ION SECTION STRUCTURAL EXISTING CONC. `SLAB ON GRADE & FOUNDATIONS TO REMAIN.'NO ;`, ys.- +•ri :'' By • • 1 —6" MIN LAP STRUCTURAL SCOPE OF WORK TO CONC FOOTING. DOWEL HZTAL REINF ir BE DONE AT THIS RE (TYP) .6 INTO EXISTING FOOTINGS W _, U EPDXY INJECTION SEE FOOTING 3 (CLR.) 0. SCHEDULE) (TYP.) M SECTION TYP. _ - nnn sr-^T Ail IL Amr-PY.. A^ 47^n OF WORK _ _ .— * PEDRO L. FIALLO, P.E. LICENSE No. 76100 �.� 4 CONSULTING STRUCTURAL ENGINEER NORTH �p :•,• STATE OF �/✓: 4960 SW 52 ST,`SUITE #401DAVIE FL'33314 w>tr mr•e4 ova am nms mo was oroa - - - - - - _ _ , . , . . w11Moa. wu,..r. •ie �t ls.�[ la,"r A0 a.ww.l m 0921007313 - 4 28 2021 3:42:03 PM ,. o r..r as rw r ronl� 1t1011 008 S.1.0 PLAN AND`STRUCTURAL ELEVATIONS.'df CODE IN EFFECT. 201'7 Florida Bulldin Code 6th. Ed ,, ACCESSIBILITY NOTES (FOR BUILDINGS ACCESSIBLE TO THE PUBLIC) ( A. F. B. C. 2014 EDITION - ACCESSIBILITY ) 1. BUILDING ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE- WITH NO CHANGE IN LEVEL OF MORE THAN 1/2" 'ALONG ROUTE AND MAX. LEVEL CHANGE OF AT ENTRY DOORS OR THRESHOLDS. 2. ALL DOORS IN ACCESSIBLE ROOMS SHALL PROVIDE A CLEAR OPENING OF 32 INCHES WHEN DOOR IS OPEN 90 DEGREES (A STANDARD 34 INCH DOOR PROVIDES AN ACCEPTABLE NOMINAL 32 INCH OPENING). 3. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS ARE TO BE LOCATED WITH OPERABLE PARTS' NO HIGHER` THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FLOOR. IF REACH IS OVER AN OBSTRUCTION ,SUCH AS A CABINET HEIGHT SHALL BE 44" FOR FORWARD APPROACH AND 46" FOR PARALLEL APPROACH. (NOTE: OBSTRUCTIONS MAY NOT =ZZZMA11 1 r oi- 0 .�. EXTEND MORE THAN 25 FROM WALL). 4. REST ROOMS SHALL BE PROVIDED WITH GRAB BARS AROUND TOILETS, INSTALLED ACCORDING TO THE ILLUSTRATIONS SHOWN. TOILETS SHALL BE INSTALLED SO AS TO ALLOW A GRAB` BAR TO BE INSTALLED ON ONE SIDE OF FIXTURE AND 'MINIMUM CLEARANCE' BETWEEN TOILET AND ADJACENT FIXTURES OR WALLS SHALL BE 18", GRAB BARS SHALL BE MOUNTED; @ 33" AFF. TOILET HEIGHT SHALL BE 17" TO 19" AS SHOWN, FLOOR MTD AND 30" IN DEPTH. VANITIES AND LAVATORIES SHALL BE A MIN OF 19" WIDE X 17" DEEP AND BE INSTALLED-,W/ A CLEARANCE OF 5-1/2" DIVIDING LAVATORY AND ADJOINING WALL. FIXTURE RIM SHALL BE A MAXIMUM OF 2'-10" ABOVE FINISHED FLOOR. EXPOSED PIPES SHALL • - . - - •: : • ► e - • . 11N01 %/ZZMZ////�1.11 ��r ri`��r�i�ii�r,-�i �� /'i�.rri�ri� ,�,ii l�.��>ri,��i l�•G'Ir/��/� ill ■ 5. DOOR HARDWARE SHALL HAVE A SHAPE EASY TO GRASP WITHOUT TIGHT GRASPING ACCEPTABLE DOOR MECHANISMS ARE: LEVER HANDLES, PUSH TYPE HARDWARE, AND U-SHAPED HANDLES. THESE SHALL BE MOUNTED NO HIGHER THAN 48" AFF. 6. TOILET STALL DOOR SWINGS OUT AND SHALL BE SELF CLOSING DOOR CAN BE HINGED ON EITHER SIDE. 7.° TOILET STALL DOOR WIDTH TO BE A -MINIMUM OF 32 INCHES ACCESSIBILITY TO TOILET STALL DOOR SHALL BE IN COMPLIANCE WITH ADA GUIDELINES. (/�' I 1� I i i Vol REA 111,004, gug OWN 101 1 . . 1 1 ./��►�I ADDRESS NOTE PROVIDE NUMERICAL ADDRESS ON ALL EXTERIOR DOORS WITH 6" NUMBERS, WEATHERPROOF, AND CONTRASTING COLORS. IF ADDRESS IS TO BE PLACED ON A WINDOW THE NUMBERS SHALL BE "WHITE", IF THEY ARE; TO BE ON A LIGHT COLORED BACKGROUND THEY SHALL BE 'BLACK LEGEND ROOM TAG ROOM NAME Al� HORN/STROBE — — — —' NEW 1 HR FIRE RATED WALL L[-- OCCUPANCY TYPE O ANNUNCIATOR EXT'G 1 HR FIRE RATED WALL ROOM TYPE SQ.Fr. ano z s zs z3 FLOOR AREA O SMOKE DETECTOR S.D. i � RN/STROBE HORN/STROBE ACTUAL OCCUPANCY LOAD P.S. PULL STATION F.A.P. FIRE PANEL ' MAX. OCCUPANCY LOAD EXIT TAG INCHES Nil XXI XX OCCUPANCY LOAD FACTOR PER SQ.FT. EXIT NAME - DOOR WIDTH - # OF PERSONS AT DOOR AN N ANNUNCIATOR ® EXIT LIGHT E.L. EMERGENCY LIGHT FE FIRE, EXTINGUISHER T.D.: XX'-X' TRAVEL DISTANCE - EXIT CAPACITY COMMON PATH EXIT CAPACITY FACTOR INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY / FBC 803.9 & 80.3.1.1 GROUP A2 SPRINKLERED VERTICAL EXITS AND: EXIT PASSAGEWAYS A.B A Flame spread index 0-25; Smoke -developed . index 0-450. EXIT ACCESS Ad CORRIDORS .AND Flame- spread index 0-25; OTHER EXITWAYS Smoke —developed index 0-450. ROOMS AND ENCLOSED Be Flame spread index 26-75; SPACES Smoke —developed index 0-450. III//,�I� �I ��. ��'•. �%//� ,�� II i II II E P . F.E. • . _---- -- - ---- I11 I�> 1 °I I.L _V hot I�nto• 1 .. ,. ra.>Ex o-usxaaas suu xrvs m�saasxcc rnu scum axwsas. - - • • • • • caxriucronz s..0 wan..ns x as�a�•eu ra+. •u •o-waa�s uro eaxo-noas as rae 0921007314 28 2 21 .4 / / 0 3 2.03 PM - - - - - � AIUYp aY 1fIf5E OaaWNGa ' CODE IN:EFFECT: 201'7 Florida Building Code 6th. Edition 007 LS.1LF-E SAFETY -PLAN. df D ....E Examiner Date Time Stamp Trade Stamp .Name _ UIT SUYIN 3 A 2 2021 12:56:23 PM FIRE 4 / / Approved ACCESSIBILITY NOTES (FOR BUILDINGS ACCESSIBLE TO THE PUBLIC) ( A. F. B. C. 2014 EDITION - ACCESSIBILITY ) 1. BUILDING ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE WITH NO CHANGE IN LEVEL OF MORE THAN 1/2" ALONG ROUTE AND MAX. LEVEL CHANGE OF 1/2""AT ENTRY DOORS OR THRESHOLDS. 2. ALL DOORS IN ACCESSIBLE ROOMS SHALL PROVIDE A CLEAR OPENING OF 32 INCHES WHEN DOOR IS OPEN 90 DEGREES (A STANDARD 34 INCH DOOR PROVIDES AN ACCEPTABLE NOMINAL 32 INCH OPENING). 3. LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS ARE TO BE LOCATED WITH OPERABLE PARTSNO HIGHER THAN 48 INCHES AND NO LOWER THAN 15 INCHES ABOVETHE FLOOR. IF REACH IS OVER AN OBSTRUCTION SUCH AS A CABINET .HEIGHT SHALL BE 44" FOR FORWARD APPROACH AND 46" FOR PARALLEL APPROACH. (NOTE: OBSTRUCTIONS, MAY NOT EXTEND MORE THAN 25" FROM WALL): 4. REST ROOMS SHALL BE PROVIDED WITH GRAB BARS AROUND TOILETS, INSTALLED ACCORDING TO THE ILLUSTRATIONS SHOWN. TOILETS SHALL BE INSTALLED SO AS TO ALLOW A GRAB BAR TO BE INSTALLED ON ONE SIDE OF FIXTURE AND MINIMUM CLEARANCE BETWEEN TOILET AND . ADJACENT FIXTURES OR WALLS SHALL BE 18". GRAB BARS SHALL BE 'MOUNTED @ 33" AFF. TOILET HEIGHT SHALL BE 17" TO 19" AS SHOWN, FLOOR MTD AND 30" IN DEPTH. VANITIES AND LAVATORIES SHALL BE A MIN OF 19" WIDE X 17" DEEP AND BE INSTALLED W/ A CLEARANCE OF 5-1/2" DIVIDING LAVATORY AND ADJOINING WALL, FIXTURE RIM SHALL BE A MAXIMUM OF 2'-10 ABOVE FINISHED FLOOR. EXPOSED PIPES SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. FAUCETS SHALL BE LEVER OPERATED, PUSH -TYPE OR ELECTRONIC CONTROLLED. 5. DOOR HARDWARE SHALL HAVE A SHAPE EASY TO GRASP WITHOUT TIGHT GRASPING. ACCEPTABLE DOOR MECHANISMS ARE: LEVER HANDLES, PUSH TYPE HARDWARE, AND U—SHAPED HANDLES. THESE SHALL BE MOUNTED N0 HIGHER THAN 48 AFF.', 6. TOILET STALL DOOR SWINGS OUT AND SHALL BE SELF CLOSING DOOR CAN BE HINGEDONEITHER SIDE. 7. TOILET STALL DOOR WIDTH TO BE A' MINIMUM OF 32 INCHES ACCESSIBILITY TO TOILET STALL DOOR %/. l!V,09 a %//////////lyd I §%//J/AFZIAQ //1�/Z�rAr/ArAF�%/i,W��►, w� r,F��G1006 i��;%/�P�//I,0W�I!/�I�//.1W,Irl d//./�%�A.rr'41��/4,WIII M ■ SHALL BE IN COMPLIANCE WITH ADA GUIDELINES. 1 V_/z, ,. NEW RAMP L11 ALTERATION .LEVEL 2• A.2. ASSEMBLY MODIFICATION PER FFPC 101. CHAPTER 43 Occupancy Per Table 1004.1.1 & FBC 303.1 & FFPC 7.3.1.2 r SQUARE FEET PER `OCCUPANT BASE, ON FLOOR AREA - SO. FT. USE SQ. FT. / OCCUPANT MAX # OF OCCUPANTS 654 PREP AREA 200 Gross 3 720 RESTROOMS / CORRIDOR/ OFFICE 100 Gross 7 174 STORAGE 300 Gross 1 669 INSIDE SEATING AREA 15 Gross 44 232 BAR SEATING (35'-1" LINEAR FT.) * 1:18" 23 511 0" LINE6 FIX SEATING * 1:18" 34 BOOTHS Fix Seating (Booth Lenght 48"- 4 person) 1: 24" 24 3 BOOTHS Fix Seating (Booth Lenght 24"- 2 person') 1: 24" 6 2,781 SF. TOTAL 142 TRAVEL DISTANCE. (TABLE 10161) 200 FT. COMMON PATH 75 FT. MEANS OF EGRESS: 2 (FBC TABLE 1015.1) MINIMUM CORRIDOR/ AISLE WIDTH:, 44">50 MAX. DEAD END CORRIDOR LENGTH: 20'-0" MIN. CLEAR OPEN'G OF EXIT DOORS: 32" MAX ( NON SPRINKLERS) MAX. OCCUP.LOAD & 36"<50 OCCUP. (FBC 1018.4) (FBC 1008.1.1) LOAD (FBC 1028.9.1.1) ADDRESS NOTE PROVIDE NUMERICAL ADDRESS ON ALL EXTERIOR DOORS WITH 6" NUMBERS, WEATHERPROOF, AND CONTRASTING COLORS. IF ADDRESS IS TO BE PLACED ON A WINDOW THE NUMBERS SHALL BE "WHITE", IF THEY ARE TO BE ON A LIGHT COLORED BACKGROUND THEY SHALL BE BLACK LEGEND - ROOM TAG — ROOM NAME �w� HORN/STROBE NEW 1 HR FIRE RATED WALL OCCUPANCY TYPE O ANNUNCIATOR EXT'G 1 HR FIRE RATED WALL x M sF rE. FLOOR AREA 1/20 2325 O SMOKE DETECTOR S.D. HORN/STROBE ACTUAL OCCUPANCY LOAD •P. • PULL STATION F.A.P. FIRE PANEL MAX. OCCUPANCY LOAD OCCUPANCY LOAD FACTOR PER SQ.FT. EXIT TAG EXIT NAME AN N ANNUNCIATOR ® EXIT LIGHT E.L. EMERGENCY LIGHT F E FIRE EXTINGUISHER O EM T.D.: XX'-X' TRAVEL DISTANCE INCEIEs DOOR WIDTH - Nil XX XX - - - _ - - - # OF PERSONS AT DOOR EXIT CAPACITY COMMON PATH EXIT CAPACITY FACTOR INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY / FBC 803.9 & 803.1.1 GROUP A2 SPRINKLERED VERTICAL EXITS AND EXIT = PASSAGEWAYS A.B A Flame spread index 0-25; Smoke -developed ,index 0-450. EXIT ACCESS Ad CORRIDORS AND Flame spread index 0-25; OTHER EXITWAYS Smoke —developed in ex 0-450. p d ROOMS AND ENCLOSED Be Flame spread index 26-75; SPACES Smoke -developed index 0-450. I 15 Sy l;PE/® I� 1 tP2 interiors AA26002763 E—mail: info*p2interiors.com 1801 BANKS RD, .MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL OF Fk 0 O Q0 �� G O� o oc � J, CA 0 q° o a o ° ° 6 AR96758 O a oho o d o t o C) o ° 0 0 '0 0 OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON'LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE DATE: 01.29.21 � I I I I N II l - I II � I r tI I 11- I _ II - (E) P F.E. • ' _ � � • lT1—lTI nnrr--------�:-- -- ,--r- -- Q j f�. 01 is i v0 V 4 I .LU 11 /U I JU L I 1 11' ',� 10 f ntrn FEBLES,.NOEL-2/23/2021,7:40:37 AM DERM Approved AQUIT, SUYIN 3/2/2021'1:02:47 PM FIRE Void 600 -. - • • •. s • ."" • • • a s' • .mu" /.. I/ / -.1 / /- .'./ / / / 1 / /..... I i. 1 WEN 1 I UAW ` .. n I/-. / /.. _..., , , ,. /1 /: / /.._. / /.' 7_.->/ / .... j_I. /-I / /. / i V/// .. NEW I Aft I I EXISTING i LINE I I �" � EXIST G EXIST G EXIST G P2 Interiors AA26002763 E-mail: infoOp2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A. RAISED EMBOSSED SEAL pppp�i000�o� d ^0000 00 G ,I o a AR96758 0 Q r / 00 - o &�� o o °° o o q�y /F/1J OSCAR CABEZA FLORIDA ARCHITECT No. AR96758. ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. ' DATE ISSUE I I /Ld Z i DATE: 01.29.21 > EXIST G i w II - - 00000000 � Di ita l l -------------------- 000, II 1 u. o sr°tb°o°�° P p�- LVL I.11al`7 ; 092100731 9 00731 4/28/2021 3.42.03 PM thEdition ��,��m�µ.��.,�,��=µo�,�• CODE IN EFFECT: 2017 Florida Buildin Code 6. 008 FS .1 IRE SPRINKLERS PLAN. df •��g�..� . � pi4 •U•i BE SIIB.,RD Tp MIS O,M[ f01, M1.Ov.LL BEfOPE PfI01YgN6 wM Examiner Date Time Stamp Trade Stamp Name AQUIT, SUYIN 3 2 2021 12:56:53 PM FIRE Reference Only. / / FIRE PROTECTION LEGEND SYMBOL DESCRIPTION NEW CONCEALED SPRINKLER HEAD NEW UPRIGHT SPRINKLER HEAD NEW ,SIDE WALL SPRINKLER HEAD EXISTING SPRINKLER HEAD. EXISTING SPRINKLER TO BE REMOVED OR RELOCATED EXISTING FIRE SPRINKLER PIPING NEW FIRE SPRINKLER PIPING CONNECT TO EXISTING SPRINKLER BRANCH. VERIFY EXACT LOCATION AND CAPACITY IN FIELD PRIOR TO COMMENCEMENT OF WORK. • • • P2 • interiors AA26002763 E—mail: info@p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal T NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL GODp0000000 00 00 OF Flo 0 OQG O O T p °0 o a ° AR96758 °Cs Op OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE / / / / / /' Z / / / / / / ]I 1 I 1 AL/ ✓ / / z /. ./ , L /_, / / / / / / / 7_ / / r / , V/// 1 � . CODE IN EFFECT: 2017 Florida - " • Building, • -Code 6th. Edition • • e<H8i0M6 BIIMI �NH PMCEBENCE OHR 8CNF0 dY[t•i0H8 COB1R�ClOBS 9xNL MLrY, µG K RElVO161•L IBe. ML BIME+906s u,D COxdnWS w M[ � B SB�e E0 NAM ORnePGR�Kf BM• Mp LIX GTOM6 ELECTRICAL NOTES: 1. ' ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.C., F.B.C. AND ANY 12. FURNISH AND INSTALL EMPTY CONDUIT FOR THE TELEPHONE SYSTEM AS SHOWN LOCAL ORDINANCES. ON THE PLANS. PROVIDE PULL WIRE IN ALL EMPTY CONDUIT. VERIFY WITH SOUTHERN BELL REPRESENTATIVE ALL MATTERS CONCERNING THE TELEPHONE 2. ALL MATERIAL SHALL BE NEW AND BEAR THE U.L. LABEL. SERVICE TO THIS BUILDING. 3. ALL CONDUCTORS SHALL BE COPPER; THWN _ 13. VERIFY WITH F.P.L. REPRESENTATIVE ALL MATTERS CONCERNING THE INSULATION, UNLESS OTHERWISE NOTED ON THE PLANS; ELECTRICAL SERVICE TO THIS BUILDING. MINIMUM WIRE SHALL BE #12 AWG, EXCEPT FOR CONTROLS. 14. CONTRACTORS SHALL BE RESPONSIBLE TO COORDINATE WITH ALL TRADE 4. VERIFY WITH OWNER LOCATION OF ALL OUTLETS BEFORE ROUGH -IN. REQUIRED SPACES AND DIMENSIONS TO RUN CONDUITS AND INSTALL EQUIPMENT SO AS TO AVOID INTERFERENCES. 5.', ALL FUSES SHALL BE BUSS LOW -PEAK OR HI -CAP OR AS NOTED ON THE PLANS: 15. CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR RATING OF ALL 6. ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED. INSTALLED AND EQUIPMENT BEFORE ORDERING SWITCHGEAR. CONNECTED BY THE ELECTRICAL CONTRACTOR. REFER TO INTERIOR DESIGNER 16. ALL DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE. FUSED AND NOT FIXTURE SELECTION. FUSED AND WEATHERPROOF AS REQUIRED. 7. WIRING DEVICES AS' MANUFACTURED BY HUBBELL, SLATER, P & S, 17. MOUNTING HEIGHT OF OUTLETS: SPECIFICATION GRADE, 8. ELECTRICAL SWITCHGEAR SHALL BE AS MANUFACTURED BY SQ.-"D", CUTLER RECEPTACLES: 18" A.F.F. OR AS NOTED ON THE PLANS. HAMMER, I.T.E.,:SWITCHGEAR AND PANELS SHALL HAVE'A U.L. SHORT SWITCHES: 48" A.F.F. OR AS NOTED ON THE PLANS. - CIRCUIT SERIES' COMBINATION 'RATING, AS PER SCHEDULE. AMPS BUS TO BE TELEPHONES: 18" A.F.F. OR AS NOTED ON THE PLANS. COPPER. THERMOSTATS: 60" A.F.F. OR AS NOTED ON THE PLANS. 9. ALL .MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR A. PERIOD OF 18. GROUNDING: PROVIDE GROUNDING SYSTEM AS INDICATED ON PLANS. ONE YEAR. 19 FUSING FOR ALL ROOF TOP AIR CONDITIONING UNITS SHALL BE AS PER 10. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE. EQUIPMENT NAMEPLATE. 20 CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND. TELEPHONE FOR 11.' ALL 'FLUORESCENT LIGHTING FIXTURES SHALL BE PROVIDED WITH INLINE CONSTRUCTION PHASE. FUSED ENERGY SAVING BALLASTS (ADVANCE MARK III OR UNIVERSAL "SLH") AND WATT MISER LAMPS (G.E., SYLVANIA OR PHILIPS). 21. FURNISH AND INSTALL 3/4" EMPTY CONDUIT FOR THE .TELEPHONE SYSTEM JO BE CONNECTED TO TELEPHONE TERMINAL BOARD. LEGEND C)__ DUPLEX: RECEPTACLE OUTLET 15A, 125V R PTA UT DUPLEXECE CLE OUTLET 15A 125V W USB (} DUPLEX RECEPTACLE OUTLET 15A, 125V"@ FLOOR i� DUPLEX RECEPTACLE OUTLET 240V p ELECTRICAL PANEL FUSE OR DISCONNECT SWITCH TELEPHONE OUTLET © TELEVISION OUTLET SAFETY DISCONNECT SWITCH GFI GROUND —FAULT' INTERRUPTER CEILING LIGHTING, FIXTURE L EXHAUST FAN FO WALL MOUNTED SCONCE LIGHTS: EXIST'G FLUORESCENT LIGHTING FIXTURE SURFACE MTD. NEW FLUORESCENT LIGHTING FIXTURE — SURFACE MTD. 0 ELECTRICAL PANEL Cli FUSE OR DISCONNECT SWITCH AIL DATA / TELEPHONE OUTLET 0 TELEVISION OUTLET - D T SMOKE DETECTOR WALL SWITCH 15A, 1.25V s THREE WAY WALL SWITCH 15A, 1.25V WP WATER PROOF CLG. FAN W/ LIGHT os OCCUPANCY SENSOR ® EXIT LIGHT E.L. EMERGENCY LIGHT P2 interiors AA26002763 E-mail: info@p2interiors.com 1801 BANKS RD MARGATE 8 FL; 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL ��O00000�� J. C� °' o Q 0 .0 0) o ° AR96758 Qp 000� p0 ��p0� OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED 1N ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN` PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE I I _ ELECTRICAL NOTES. 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE NATIONAL ELECTRICAL CODE NEC & THE "FLORIDA BUILDING CODE" (FBC). 2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED AND APPROVED. 3. INDOORS CONDUIT SHALL BE BX CABLE OR EQUAL. 4. OUTDOORS UNDERGROUND CONDUITS SHALL BE SCHEDULE 40 PVC UNDER PAVED AREAS. 5:-CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP. FOR A COMPLETE ELEC. INST..IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS. 6. ELEC. CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG. AND ARCH. FIXTURES. 7. ELCT. CONTRACTOR TO PROVIDE EMPTY CONDUITS AS REQD. FOR TELEPHONE LINES & T.V. ANTENA. 8. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR, 9. ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED. GENERAL NOTE: BUILDER, SUBCONTRACTOR, SUPPLIER,ETC. SHALL VERIFY ALL DIMEN►ONS ` & CONDITIONS AT JOBSITE, WITH THE PLANS AND SPECIFICATIONS, ETC. PRIOR TO STARTING WORK AND SHALL NOTIFY THE ARCHITECT: / ENG. OF ANY AND ALL DISCREPANCIES ( WHETHER DISCREPANCIES ARE ERRORS OR OMISSIONS OR MISTAKES. I I - , - --- ! : F o� (N)A-26 I f0 WARMER, N)A 30 old U 131 �' o (N)A$ 24 o I 0 I Iil,lll 1 F D - W IRMER L11 0 F — ,� � (N)A 22 g CD j (N) 281 Ji 0 ICU)ID Na 'RMER I D, 1 F WARMER (N) AO 3. - I - I o (N)A-21 GF I GF i JI ATER 4 A TOSI O 1 OGLER COOLER c, (N)A-19 U CD TEA ; O o 1 ,- R P=57 59 _ A 7 2 (N� �0 QO EXIST G:CIRCUIT ^ FEE N�A-20 r � I DATE. 01.29.2Ln ,I _ _ I f i I I I I CN EXIST�G CIRCUIT s° °v asp i I IIII III1 IIII ' IIII IIII IIII uu uu r ELECTRICA 1. ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.C., F.B.C. AND ANY LOCAL ORDINANCES. 2. ALL MATERIAL SHALL BE NEW AND BEAR THE U.L. LABEL. 3. ALL CONDUCTORS SHALL BE COPPER; THWN INSULATION, UNLESS OTHERWISE NOTED ON THE PLANS, MINIMUM WIRE SHALL BE #12 AWG, EXCEPT FOR CONTROLS. 4. VERIFY WITH OWNER LOCATION OF ALL OUTLETS BEFORE ROUGH -IN. 5. ALL FUSES SHALL BE BUSS LOW -PEAK OR HI -CAP OR AS NOTED ON THE PLANS. 6. ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED. INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. REFER TO INTERIOR DESIGNER FIXTURE SELECTION. 7. WIRING DEVICES AS MANUFACTURED BY HUBBELL, SLATER, P & S, SPECIFICATION GRADE. 8. ELECTRICAL SWITCHGEAR SHALL BE AS MANUFACTURED BY SQ.-"D", CUTLER HAMMER, I.T.E., SWITCHGEAR AND PANELS SHALL HAVE A U.L. SHORT CIRCUIT SERIES COMBINATION RATING, AS PER SCHEDULE. AMPS BUS TO BE COPPER. 9. ALL MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. 10. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE. 11. ALL FLUORESCENT LIGHTING FIXTURES SHALL BE PROVIDED WITH INLINE FUSED ENERGY SAVING BALLASTS (ADVANCE MARK III OR UNIVERSAL "SLH") AND WATT MISER LAMPS (G.E., SYLVANIA OR PHILIPS). LEGEND � DUPLEX RECEPTACLE OUTLET 15A, 125V PTA OUTLET 15A DUPLEX RECEPTACLE OU LE 125V W USB DUPLEX RECEPTACLE OUTLET 15A, 125V @ FLOOR DUPLEX RECEPTACLE OUTLET 240V p ELECTRICAL PANEL � FUSE OR DISCONNECT SWITCH TELEPHONE OUTLET ©_ TELEVISION OUTLET SAFETY DISCONNECT SWITCH GFI GROUND -FAULT INTERRUPTER -¢-- CEILING LIGHTING FIXTURE ,014N EXHAUST FAN Qo WALL MOUNTED SCONCE LIGHTS EXIST'G FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. NEW FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. 0 ELECTRICAL PANEL FUSE OR DISCONNECT SWITCH DATA / TELEPHONE OUTLET �V TELEVISION OUTLET S�D SMOKE DETECTOR WALL SWITCH 15A, 1.25V 3 THREE WAY WALL SWITCH 15A, 1.25V WP WATER PROOF CLG. FAN W/ LIGHT os OCCUPANCY SENSOR ® EXIT LIGHT - EMERGENCY LIGHT (E)= EXISTING OUTLET (R)= RELOCATED OUTLET L NOTES: 12. FURNISH AND INSTALL EMPTY CONDUIT FOR THE TELEPHONE SYSTEM AS SHOWN ON THE PLANS. PROVIDE PULL WIRE IN ALL EMPTY CONDUIT, VERIFY WITH SOUTHERN BELL REPRESENTATIVE ALL MATTERS CONCERNING THE TELEPHONE SERVICE TO THIS BUILDING. 13. VERIFY WITH F.P.L. REPRESENTATIVE ALL MATTERS CONCERNING THE ELECTRICAL SERVICE TO THIS BUILDING. 14. CONTRACTORS SHALL BE RESPONSIBLE TO COORDINATE WITH ALL TRADE REQUIRED SPACES AND -DIMENSIONS TO RUN CONDUITS AND INSTALL EQUIPMENT SO AS TO AVOID INTERFERENCES. 15. CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR RATING. OF ALL EQUIPMENT BEFORE ORDERING SWITCHGEAR. 16. ALL DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE. FUSED AND NOT FUSED AND WEATHERPROOF AS REQUIRED. 17. MOUNTING HEIGHT OF OUTLETS: RECEPTACLES: 18" A.F.F. OR AS NOTED ON THE PLANS. SWITCHES: 48" A.F.F. OR AS NOTED ON THE PLANS. TELEPHONES: 18" A.F.F. OR AS NOTED ON THE PLANS. THERMOSTATS: 60" A.F.F. OR AS NOTED ON THE PLANS. 18. GROUNDING: PROVIDE GROUNDING SYSTEM AS INDICATED ON PLANS. 19 FUSING FOR ALL ROOF TOP AIR CONDITIONING UNITS SHALL BE AS PER - EQUIPMENT NAMEPLATE. 20 CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND TELEPHONE FOR CONSTRUCTION PHASE. 21. FURNISH AND INSTALL 3/4" EMPTY CONDUIT FOR THE TELEPHONE SYSTEM TO BE CONNECTED TO TELEPHONE TERMINALBOARD. ••• ••• ..•'. • • •••• • • • ppODDOoo� 0o�Gs�,�o�rta>41�r'�gnd 1 0 o •ab-da /by*60k�iC - NT I! a I ELECTRICAL NOTES: I I 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE NATIONAL ELECTRICAL CODE., (NEC) & THE "FLORIDA BUILDING CODE" (FBC). '7 2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED AND APPROVED. ; o 0 3. INDOORS CONDUIT SHALL BE BX CABLE OR EQUAL. -26 ! o O 0 - -- 4. OUTDOORS UNDERGROUND CONDUITS SHALL BE SCHEDULE-40 PVC UNDER PAVED AREAS. ! o o 1 o %. WARMER -- -- 5. CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP. FOR A COMPLETE ELEC. INST. IN N)A 30 ICI d I 13 U� yy i ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS. I. (N)A-24 6. ELEC. CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG. AND ARCH. FIXTURES: q ! ! -- - fl 0 0 7. ELCT. CONTRACTOR TO PROVIDE EMPTY CONDUITS AS READ. FOR TELEPHONE LINES & T:V. ANTENA. N) 1 29 f� D IW i RMER q - 8. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. ! o % G1JIT f-1 I F ° N A- 22 9. ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED. - y o© (N} 28 '� r�ii o ' 1 p Na MER - - DGENERAL NOTE: (N )A_- 23 I u , BUILDER, SUBCONTRACTOR, SUPPLIER,ETC. SHALL. VERIFY ALL_DIMENIONS .& CONDITIONS AT JOBSITE, WITH ! fr THE PLANS AND SPECIFICATIONS ETC. PRIOR TO STARTING WORK AND SHALL NOTIFY TH ARCHITECT ENG. -"- -� o N A-21 E � f GF GF \ ) / JA TOS WATER ® i OF ANY AND ALL DISCREPANCIES ( WHETHER DISCREPANCIES ARE ERRORS OR OMISSIONS OR MISTAKES. ooL R cooLER o o (N)A-19 SCOPE OF WORK: 1. NEW RECEPTACLE AND DATA OUTLETS WITH EXISTING CIRCUIT N F WU S E G C RC FOR NEW OFFICE 2. NEW DEDICATE RECEPTACLES FOR NEW AND RELOCATED EQUIPMENT. 3. NEW RECEPTACLE AND DATA OUTLETS WITH EXISTING CIRCUIT FOR POS. N i =- ! I I N A 7 Q0 ' EXIST G CIRCUIT z POS ---------------------L-- ---- ------------------ uu IIII i IIII _ '. uu F2 interiors AA26002763 - E-mail: info©p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL O��DU0000po 0 C? n 00�y ` � t �Q Q J CAS ° o Q 0 O Ql o o AR96758 0 no ° 0 000 �. Qy �q p OSCAR;CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE ,. - smsroe dsexsiae sxua wk weaaer«z owe scuEo avrtssos■ .. ,.. � • • • camm�arass sxMi xmn, rxo a ivzwsree vas. ui dsdsaxs sw coxdmmxs ax m . CODE IN,EFFECT,:2017 Florida Bulldln Code 6th. EditionE4�aaµ..d■�a..aa�d. aroP onuu usr eE as■i.eEo ro nus omq vox �snsava sEvasE macEswxo esx y FARICAIM Miami Da 0921007313 - 4/28/2021 3:42:03 PM 009 E.1 POWER PLAN.pdf ELECTRICAL NOTES: 1. , ALL ELECTRICAL WORK SHALL COMPLY WITH N.E.C., F.B.C. AND ANY LOCAL ORDINANCES. 2. ALL MATERIAL SHALL BE NEW AND BEAR THE U.L. LABEL. 3. ALL CONDUCTORS SHALL BE COPPER; THWN INSULATION, UNLESS OTHERWISE NOTED ON THE PLANS, MINIMUM WIRE SHALL BE #12 AWG, EXCEPT FOR CONTROLS. 4. VERIFY WITH OWNER LOCATION OF ALL OUTLETS BEFORE ROUGH -IN. 5. ALL FUSES SHALL BE BUSS LOW -PEAK OR HI -CAP OR AS NOTED ON THE PLANS. 6. ALL LIGHTING FIXTURES AND LAMPS SHALL BE FURNISHED. INSTALLED AND CONNECTED BY THE ELECTRICAL CONTRACTOR. REFER TO INTERIOR DESIGNER FIXTURE SELECTION. 7. WIRING DEVICES AS MANUFACTURED BY HUBBELL, SLATER, P & S, SPECIFICATION GRADE. 8. ELECTRICAL SWITCHGEAR SHALL BE AS MANUFACTURED BY SQ.-"D CUTLER HAMMER, I.T.E., SWITCHGEAR AND PANELS SHALL HAVE A U.L. SHORT CIRCUIT SERIES COMBINATION RATING, AS PER SCHEDULE. AMPS BUS TO BE COPPER. 9. ALL MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR. 10. REFER TO ARCHITECTURAL DRAWINGS FOR LIGHTING FIXTURE SCHEDULE. 11. ALL FLUORESCENT LIGHTING FIXTURES SHALL BE PROVIDED WITH INLINE FUSED ENERGY SAVING BALLASTS (ADVANCE MARK III OR UNIVERSAL "SLH") AND WATT MISER LAMPS (G.E., SYLVANIA OR PHILIPS). LEGEND DUPLEX RECEPTACLE OUTLET 15A, 125V DUPLEX RECEPTACLE OUTLET 15A, 125V W/ USB DUPLEX RECEPTACLE OUTLET 15A, 125V @ FLOOR DUPLEX RECEPTACLE OUTLET 240V p ELECTRICAL PANEL FUSE OR DISCONNECT SWITCH TELEPHONE OUTLET rV TELEVISION OUTLET E SAFETY DISCONNECT SWITCH GFI GROUND -FAULT INTERRUPTER -0- CEILING LIGHTING FIXTURE EXHAUST FAN ipo WALL MOUNTED SCONCE LIGHTS EXIST'G FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. NEW FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. p ELECTRICAL PANEL FUSE OR DISCONNECT SWITCH AL DATA / TELEPHONE OUTLET TELEVISION OUTLET SMOKE DETECTOR WALL SWITCH 15A, 1.25V 3 THREE WAY WALL SWITCH 15A, 1.25V WP WATER PROOF CLG. FAN W/ LIGHT $0S OCCUPANCY SENSOR ® EXIT LIGHT E.L. EMERGENCY LIGHT (E)= EXISTING OUTLET (R)= RELOCATED OUTLET 12. FURNISH AND INSTALL EMPTY CONDUIT FOR THE TELEPHONE SYSTEM AS SHOWN ON THE PLANS. PROVIDE PULL WIRE IN ALL EMPTY CONDUIT. VERIFY WITH SOUTHERN BELL REPRESENTATIVE ALL MATTERS CONCERNING THE TELEPHONE SERVICE TO THIS BUILDING. 13. VERIFY WITH F.P.L. REPRESENTATIVE ALL MATTERS CONCERNING THE ELECTRICAL SERVICE TO THIS BUILDING. 14. CONTRACTORS SHALL BE RESPONSIBLE TO COORDINATE WITH ALL TRADE REQUIRED SPACES AND DIMENSIONS TO RUN CONDUITS AND INSTALL EQUIPMENT SO AS TO AVOID INTERFERENCES. 15. CONTRACTOR SHALL VERIFY WITH MECHANICAL CONTRACTOR RATING OF ALL EQUIPMENT BEFORE ORDERING SWITCHGEAR. 16. ALL DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE. FUSED AND NOT FUSED AND WEATHERPROOF AS REQUIRED. 17. MOUNTING HEIGHT OF OUTLETS: RECEPTACLES: 18" A.F.F. OR AS NOTED ON THE PLANS. SWITCHES: 48" A.F.F. OR AS NOTED ON THE PLANS: TELEPHONES: 18" A.F.F. OR AS NOTED ON THE PLANS. THERMOSTATS: 60" A.F.F. OR AS NOTED ON THE PLANS. 18. GROUNDING: PROVIDE GROUNDING SYSTEM AS INDICATED ON PLANS. 19 FUSING FOR ALL ROOF TOP AIR CONDITIONING UNITS SHALL BE AS PER EQUIPMENT NAMEPLATE. 20 CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND TELEPHONE FOR CONSTRUCTION PHASE. 21. FURNISH AND INSTALL 3/4" EMPTY CONDUIT FOR THE TELEPHONE SYSTEM TO BE CONNECTED TO TELEPHONE TERMINAL BOARD. ELECTRICAL NOTES: 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC) & THE "FLORIDA BUILDING CODE (FBC). 2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED AND APPROVED. 3. INDOORS CONDUIT SHALL BE BX CABLE OR EQUAL. 4: OUTDOORS UNDERGROUND CONDUITS SHALL BE SCHEDULE-40 PVC UNDER PAVED AREAS. 5. CONTRACTOR SHALL FURNISHED ALL LABOR, MATERIALS AND EQUIP. FOR A COMPLETE ELEC. INST. IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS. 6. ELEC. CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG. AND ARCH. FIXTURES. 7. ELCT. CONTRACTOR TO PROVIDE EMPTY CONDUITS AS REQD. FOR TELEPHONE LINES & T.V. ANTENA. 8. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. 9. ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED. GENERAL NOTE: BUILDER, SUBCONTRACTOR, SUPPLIER,ETC. SHALL VERIFY ALL DIMENIONS & CONDITIONS AT JOBSITE, WITH THE PLANS AND SPECIFICATIONS, ETC. PRIOR TO STARTING WORK AND SHALL NOTIFY THE ARCHITECT / ENG. OF ANY AND ALL DISCREPANCIES ( WHETHER DISCREPANCIES ARE ERRORS OR OMISSIONS OR MISTAKES. SCOPE OF WORK: 1. NEW SWITCHES WITH EXISTING CIRCUIT FOR NEW OFFICE AND STORAGE. 2. NEW LIGHTS AND SWITCH FOR NEW EXPO LINE AREA (4). 3. NEW EMERGENCY LIGHTS (3). LIGHTING SCHEDULE TYPE DESCRIPTION MOUNTING LAMP MANUF. CATALOG No. VOLT. SIZE REMARKS 2 x 2 - FLUORESCENT i � LAY -IN LED H.E. WILLIAMS PT22-L36/8FS-RA-OS-DIM-UNIV 277V 2'X2' NON -DIMMING /EXISTING LIGHT L-1 O BY OWNER I PENDANT I LED BY OWNER / NEW LIGHT L-2 BY OWNER SURFACE LED I I MOUNTED BY OWNER / NEW EMERGENCY LIGHT EM1 BY OWNER SURFACE LED MOUNTED ( I BY OWNER NEW EMERGENCY LIGHT u I Miami Da County Department of Regulatory and Economic Resources - Job Copy 092100731 - 4/28/2021 3:42:03 PM 010 E.2 LIGHTING PLAN. df Examiner Date Time Stamp Trade Stamp Name AQUIT, SUYIN 3/2/2021 1:00:14 PM FIRE Approved I!II IIiI INI lilt !Ili IIII UU UU LIGHTING PLAN SCALE: 1 /4"= 1'-0" �z • interiors AA26002763 E-mail: info@p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL OF F4 ��OOOodop 00 pO 0 CID cCy R J. C44o Co .050 �� ° of o °p 11� �° o o 75 n v 0 0 0 Q 00 "000000✓0� OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY. RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA: DATE ISSUE / / / /I Y / / / / / x I / / / / / / / / V / / / / ' / / '/ /_ / / /, 1/1'/// CODE IN EFFECT: 2017 Florida Building Code 6th. Edition= - _ - - - - ;P2. teriors AA26002763 E-mail; info@p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax.,(954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL OF F1,0 ��OO00000 a 0 fl O o c q QQ " C� o (jj Q o. o f3 o o Ol o • o AR96758 ° ° o p E6 A 0 ��odoo0 OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY. WITHOUT FIRST OBTAINING THE EXPRESS" WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE 1 LEGEND (Q-- DUPLEX RECEPTACLE OUTLET 15A, 125V;` DUPLEX RECEPTACLE OUTLET 15A, 125V, W/ USB OUTLET 15A, 125V DUPLEX RECEPTACLE@ FLOOR DUPLEX RECEPTACLE OUTLET 240V p ELECTRICAL PANEL FUSE OR DISCONNECT SWITCH TELEPHONE OUTLET TELEVISION OUTLET E , SAFETY DISCONNECT SWITCH GFI GROUND -FAULT INTERRUPTER CEILING LIGHTING FIXTURE L EXHAUST FAN IQo WALL MOUNTED SCONCE LIGHTS EXIST'G FLUORESCENT LIGHTING FIXTURE -'; SURFACE MTD. EA NEW FLUORESCENT LIGHTING FIXTURE - SURFACE MTD. p ELECTRICAL PANEL FUSE OR DISCONNECT SWITCH AL DATA / TELEPHONE OUTLET [qV TELEVISION OUTLET �D SMOKE DETECTOR WALL SWITCH 15A,.1.25V 3 THREE- WAY WALL SWITCH 15A, 1.25V WP WATER PROOF CLG. FAN W/ LIGHT os OCCUPANCY SENSOR EXIT LIGHT E.L EMERGENCY LIGHT ELECTRICAL NOTES: 1 . ALL WORK SHALL COMPLY WITH THE LATEST _EDITION ON THE "NATIONAL ELECTRICAL CODE" (NEC) & THE "FLORIDA,BUILDING CODE (FBC). 2. ALL CABLE SHALL BE COPPER UNLESS OTHERWISE NOTED AND APPROVED. 3. INDOORS CONDUIT SHALL BE BX CABLE OR EQUAL. 4. OUTDOORS UNDERGROUND CONDUITS SHALL BE SCHEDULE-40 PVC UNDER PAVED AREAS. 5. CONTRACTOR SHALLFURNISHED ALL LABOR, MATERIALS AND EQUIP. FOR A COMPLETE ELEC. INST. IN ACCORDANCE WITH THE ELECTRICAL DRAWINGS AND APPLICABLE CODES AND REGULATIONS. 6. ELEC. CONTRACTOR TO COORDINATE ALL OUTLET LOCATIONS WITH BLDG. AND ARCH. FIXTURES. 7. ELCT. CONTRACTOR TO PROVIDE EMPTY CONDUITS AS REQD: FOR TELEPHONE LINES &` T.V. ANTENA. 8. ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. 9. ALL LIGHT FIXTURES AND FANS TO BE SELECTED BY OWNER, UNLESS OTHERWISE NOTED. GENERAL NOTE: BUILDER, SUBCONTRACTOR, SUPPLIER,ETC. SHALL VERIFY ALL DIMENIONS & CONDITIONS AT JOBSITE, WITH THE PLANS AND SPECIFICATIONS, ETC. PRIOR TO STARTING WORK AND SHALL NOTIFY THE ARCHITECT / ENG. OF ANY AND ALL DISCREPANCIES ( WHETHER DISCREPANCIES ARE ERRORS OR OMISSIONS OR MISTAKES. SCOPE OF WORK: 1. NEW SWITCHES WITH EXISTING CIRCUIT FOR NEW OFFICE AND STORAGE: 2. NEW LIGHTS AND SWITCH FOR NEW EXPO LINE AREA (4). 3. NEW EMERGENCY LIGHTS (3). LIGHTING SCHEDULE TYPE' DESCRIPTION MOUNTING LAMP MANUF. CATALOG No. VOLT. SIZE REMARKS -IN 2 x 2 - FLUORESCENT LAY LED H.E. WILLIAMS PT22-L36/8FS-RA-QS-DIM-UNIV 277V 2'X2' NON -DIMMING / EXISTING, LIGHT L-1 �L P-2 BY OWNER PENDANT LED BY OWNER / NEW LIGHT BY OWNER _ SURFACE LEDLED BY OWNER./ NEW EMERGENCY LIGHT �—� �EM2 BY OWNER SURFACE MOUNTED LED BY OWNER / NEW EMERGENCY LIGHT O111D 1.111 1 14 V . DE0 AR N TES EA LIGHTING PLAN' _ ,_ „ SCALE. 1 /4„— 1 0 OUT OF SCOPE E*2 Miami Da CountyDepartment of Regulator! and Economic Resources - Job Co P J Y PY _ _ �. wUr1FN dYEH90x5 SHALL HAVE PRFdEENQ DYER SGLLSO dYdsars. — • • • ■ ■ • • ,pg AND MS Omd: WSi BE xdmm 6 Axr vAwAnoxs PM14A Iw: d>[le0xs AxR fORYTONs 092100731 4/28/2021 3.42.03 PM . Cody th. Edition 012 E.2 GHTING PLAN. df CODE IN EFFECT. 2017 Florida Buildin 6 vwvx Sx nrtsE SR,Awxdi. ' �xr�,Aus •usrsE ■rewnEd ro nxs anws POR APPRovu. SSPORE rRocEF>Hxs wnl Examiner Date Time Stamp Trade Stamp _Name AQUIT, SUYIN 3/2/2021 1•02.. .39-PM FIRE Void , 0000 00060 0: 09:40 0060: 0 0 0 * : 0 : :00.. Off 0 Of: Now go@ ... ... see •.•. t;l teriors AA26002763 E—mail: info®p2interiors.com . . ELECTRICAL NOTES. TYPE. PANEL BOARD N B E�ST�N 79 79 AN�L I MAN BUS. 250 A. TYPE. AN PANEL .BOA R D ITIl�.G 'I I 9`t 99 � �� MAIN A_ BUS. 250 , A. 1801 BANKS RD, MARGATE FL 33063 SERVICE: RESTAURANT � SECTION 1 � AIC. 22,000 A. SERVICE. .'RESTAURANT SECTION I 11 � AIC. 22,000 A. TeL (954).642 2255 Fax. 954 642 2255 202 ) „ 1. ALL WORK SHALL COMPLY WITH THE LATEST EDITION ON THE NATIONAL ELECTRICAL VOLTAGE. 120 208V. 3 PH. / 4W MOUNTING. SURFACE VOLTAGE. 120 208V: / 3 PH. 4W ` MOUNTING. SURFACE ( ext. CODE& THE (NEC)( � '; AMPS TOTAL COND. WIRE REMARKS CKT. CKT. REMARKS WIRE_ COND. -TOTAL AMPS AMPS TOTAL'; COND. WIRE E REMARKS' CKT: CKT. WIRE COND. ,TOTAL AMPS Architect Seal _ _ _ -REMARKS "FLORIDA V A SIZE -.SIZE N SI _SIZE V A' BUILDING CODE FBC V A SIZE SIZE No.. No. SIZE ` SIZE'- v A S o. No. ZE ( � EXISTING 20 200 , 1/2 12 P.O.S. 1 ' 0 / 2 1 G E P A E 43 E D P S 2' „ 1 o 0. NOT VALID UNLESS IT BEARS AN . ORIGINAL SIGNATURE AND A 2. ALL CABLE SHALL BE COPPER :UNLESS >OTHERWISE NOTED AND APPROVED. CIRCUITS 20 200 1 /2 12 P.O.S. 3 I S R % , 0 5 0 1, 0 / 1 EF.. 4 6 T E PAC 1 1 2 " 0 RAISED. EMBOSSED SEAL o 0 1/ R P o C P 20 1 200 , 1/2 12 ICE MACHINE 47 g0 oo� ADD o00 0 0 F, o� 3: INDOORS CONDUIT SHALL BE BX CABLE OR EQUAL, 6 REUSED 8 - oDo �F � p .� ° o » o ° Yv 2 0 1 2 0 8 S A H E // 8 2 CIRCUITS 20 1 200 1 2 12 UC. COOLER ;° 49 5 /z/ 0 �`° o ✓ 0 o� 0 4. OUTDOORS UNDERGROUND CONDUITS SHALL BE SCHEDULE-40 PVC UNDER PAVED ` 0 0 s° a 0 5G O AREAS. 1, 0 2 1 I T G g 1 G E P A E' 2 1/ 3 7 0 1 2 1 G S F S 1 5 °Q O 0 ° 0 1;,8 P V111114/ 3 4 1, 0 / G Lo O R96758 C EQUIP. 5. CONTRA TOR SHALL FURNISHED ALL: LABOR MATERIALS AND UIP. FOR A COMPLETE ° � a ° ° p ELEC. INST. ` IN 0 2 / G j ,4 P E 0 5 / D 0 ,LI & E E 5 6 : o� 0 tr d a ° Lti � ACCORDANCE WITH THE ELECTRICAL DRAWINGS. AND APPLICABLE CODES. AND 0 0 „ 1/ G I 16 C C 1 „ / 6 2 57 o ! REGULATIONS. -REUSED _CIRCUITS 20 3,000 „ 1/2 12 EXPRESSO MAKER ' �d000DDDO� 2 0 >' 1 2 2 I Tf G 1 : 59 6 6, ELEC.CONTRACTOR T � ORDINATE ALL OUTLET LOCATIONS WITH BLDG. AND ARCH. C C 0, CO L C G C 1 0 ,> / 2 1 LI T G 0 0 1 0 / 2 1 F E E P FIXTURES. 9 / 61 • 0 0 , / 1 H N 2 2 0 0 / 1 F L 6 4 F. T ' 1 „ 1 2 0 0 OSCAR CABEZA EMPTY, ' N 7. ELCT. CONTRACTOR TO PROVIDE EMP CONDUITS AS REQD. FOR TELEPHONE LINES- & , F IT E P 2 1/ 2 2 ;, FLORIDA ARCHITECT No. AR96758 T.V. ANTENA. 0 6 . 1 R C T C 4 0 6 C T L 6 6- E B 1 2 2 2 1 2 E L E P C 2 2 2 1 2 C R 6 G ARCHITECT OF RECORD HEREBY EXPRESSLY - 8: ALL MOUNTING HARDWARE SHALL BE BY CONTRACTOR. U G 0 O , RESERVES HIS COMMON LAW COPYRIGHT 7 0 „ 1 2 1 G E L U P E 7 3 0 1 2 ) F. 9 7 G E P A E 2 1 / 3 0 AND OTHER PROPERTY RIGHTS IN THESE 9. A LIGHT FIXTURES AN FAN TO E SELECTED BY OWNER UNLESS- OTHERWISE NOTED. ALL L GH IX URES D S B C E/ 0 1 T A c a 2 0 / 1 s ' M c 7 E ' P N TH D SIGN AND DRAWINGS ARE C L 0 / 0 2 NEITHER TO BE REPRODUCED, COPIED NOR 0 / T I C T C 3 2 0 0 / IC 7 4 P CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY 4 2 2 1/ E M 6 SP C WITHOUT FIRST OBTAINING THE EXPRESS 6 0 / — 2 4 10 0 0 WRITTEN PERMISSION AND CONSENT OF 5 3 2 3 1 2 2 AU 10 I 0 P 7 7 � S A OSCAR CABEZA. GENERAL NOTE. 4 0 0 3 4 U 2 A - » 1 1 ,0 p 6 2 E 9' , T I DATE ISSUE 3 0 , ------ 0 0 1 / E E P 2 U I C 1 / 2 6 0 X41 4„ 4 BUILDER SUBCONTRACTORI SUPPLIER ETC. SHALL VERIFY ALL DIMENIONS & CONDITIONS AT JOBSITE, WITH THE PLANSAND SPECIFICATIONS, ETC. PRIOR TO STARTING WORK AND 68 880 TOTAL TOTAL 41 700 23 080 TOTAL TOTAL 12,040 SHALL NOTIFY THE ARCHITECT ENG. OF ANY AND ALL DISCREPANCIES WHETHER / E --- DISCREPANCIES ARE ERRORS RO OMISSIONS OR MISTAKES. CONNECTED LOAD. 109,140 VA FEEDER. SEE-RISERFEEDER: CONNECTED35,120, LOAD: VA SEE RISER * SEE LOAD CALCULATION FED : FROM.. SEE RISER * SEE LOAD CALCULATION i `FED FROM. SEE RISER _ I TYPE: PANEL BOARD MAIN BUS. 250 A. SERVICE: RESTAURANT: EXISTING PANEL A AIC. 22 000 A. � N � ELECTRICAL`ROOF T T TENANT SPACE P TENANT SPACE O VOLTAGE: 120/208V. 3 PH. 4W MOUNTING. SURFACE r0 LL AMPS TOT AL V A C0 ND. SIZE WIRE SIZE REMARKS CKT. CKT. No. REMARKS WIRE , SIZE COND. SIZE TOTAL 0 L V A AMPS _ L>J E _ No. _ i] 07 Qi cf) 0 7 0 / 2" 1 G E A EP A E 1 2 LIGHTING 12 1 2" / 600 20 p J �' - c-Q REUSED � 0 20 / 1 N A R T L 3 4 LIGHTING 12 „ 1/2 600 20 CIRCUIT O 0 � Oo O EXISTING 20 720 „ 1 2 / 12 GENERAL RECEPTACLE 5 6 H / , 4 4 0 N O 4� � DOo� Q EXISTG 400A CIRCUITS 20 720• 1/2 12 GENERAL RECEPTACLE 7 g 4 [—" L0 1 200 3 1,200 XI T 1 T 1, 0 1 1 C 0 / 100K PAN L P E SECTION I PAN P EL SECTION II _ EXISTG „ >, PANEL A B C B O E; .. MAIN ICFG 3400 250A (MER) 250A (MLO) 250A 0 0 / E D P S _1. 4 L P I C 1 1 .2 1 0 0 400 EXISTG 2 5 1/ ° 2 A A C L 16 ,,. I A E 5 0 Q (1) 3/8 C 0' 1 2 L AP LI N _1 S AL A E 5 0 2 , EXISTG (2)SETS t) F EACH OF C P. EXISTG 4 3AD & 1 XG �) �� , 20 : 1,656; 1/2" , 1 2 TEA BREWER 19 20 COOLER GLASS `2DOOR`REFRIG. 12 1 /2 2,600 20 GROUNDING SYSTEM E IN 2 C GND. LEVEL 20 1,800 1 2 12 . VERO WATER, 21 22 COOLER GLASS 3DOOR REFRIG. 1 12 : 1 2 2,800 20 4 . SETS OF, 4 350MCN NEW 20' 1,200 1 2 / 12 CHIP WARMER 23 2 4 FREEZER 12 1 2 � 1 ,200 20 NEW. FROM F M PL TRANSFORMER 120 208V 3PH CIRCUITS 20 200 1 2' 12 P.O.S. 25 26 COOLER/GLASS'1DOOR REFRIG. 12 "„ 1/2 1,500 20 -Cl TACOCRA C 20 1,200 1 2" -12 . JARRITOS: COOLER 27 28 FOOD WARMER 12 1. 2 ,, 1,500 20 20 1,500 1 2" 12 FOOD `WARMER 29 30 FOOD WARMER 12 1 2" 1,500 20 PROJECT NUMBER: 20 1302 Exist{ 1 ing Electrical Riser 17,876 TOTAL TOTAL 25,250 NTS - I CONNECTED LOAD: .' DATE: 01.29.21 _ FEEDER. SEE. RISER SUBTOTAL; CONNECTED LOAD S C1 E 43 126 Watts _ 120 AMP W , FED FROM: SEE RISER ��I o 1, f y I a loi VC1 Lc. Miami Da 09210073 012 FA.1 0000 *so* i I,.,,�-��..v . ` z,« ,��s".�...+.¢..t.....�.�,..: r.e.aar, .�,a .,,,�. 1��s �.,�.:.r,: �..ra...�. .�,.sa�"m�` �-,�.� ,..,....... �o ..e�•: ;� �:, �fi% •- ..................................... MA i TO RE IN lw LEGEND STROBE !..•x�. EXISTING FIRE RATED WALL sq. SMOKE DETECTOR HORN/STROBE P.S. Q PULL STATION HORN/STROBE CEILING MTD. AN N ANNUNCIATOR F.A.P. FIRE PANEL FE FIRE EXTINGUISHER EXIT LIGHT E.�. EMERGENCY LIGHT ; T.D.: XX'-X' TRAVEL DISTANCE r I T' XS G O REMAI r -- _t_P2• interi o rs AA26002763 E-mail: info@p2interiors.com 1801 BANKS RD MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal ,NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL OOO�jOO�oo�o O ® o °�.o °4 0 C°®'OE J. CAS°° 4 o o o AR96766 0 Op 000 0 RED D C OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE • 110a,=Q lob M t col o I t %►WUL16 Wt'. CLL 6LLLC1Lv- UL Ae U.Lc1L.UL CL11LL L'CU11U1LL.Lt.; Aeb.-'u U.Lueb Lju1u %-U •se Y i� y Y YY , - � - - - - - - - - - - - - - - ,., • • • cosn�cioss •uu vunrv, ws x iesawsse rm, w. duu+soxs exs caxnnws aw rxs L 4 28 2021 3.42.03 PM `. _ aos sxo ms arvws wnr ss ewnnss a •xr vunsnws mw nos oscnmaxs um axpnas - r/ a/ ; sumw sr nrcss oarnscs . r u r mrc< ras �rsavn. esrou noorsmnc •a Code.. soon x •us us c suswrno m nus od 6th. Edition :CODE IN EFFECT. - 201'� Florida Buildin'gC e IRE ALARM PLAN. df n� Examiner Date Time Stamp Trade Stamp Name AQUIT, SUYIN 3/2/2021 9:23 46 AM FIRE: Reference Only,. LEGEND STROBE EXISTING FIRE RATED WALL SD SMOKE DETECTOR HORN/STROBE P.S. E PULL STATION # HORN/STROBE CEILING MTD. ANN ANNUNCIATOR F.A.P. FIRE PANEL FE FIRE EXTINGUISHER ® EXIT LIGHT E.) . EMERGENCY LIGHT T.D.: XX'-X' TRAVEL DISTANCE 0000000000o Digitally 00 0 00oos,c� signed by ° Oscar Ca beza o 00 °a o o ° ° ass te: ° 0 o �p o ° oo ° 02 . H 9 8, qtE OF F1.o� p0� ��0000000�� 16:03:56 05'00' Miami Da County Department of Regulatory; and Economic Resources Job Copy 09210073`1 4/28/2021`3:42:03 PM 014 FA.1 rlRE ALARM PLAN. df Examiner Date Time Stamp Trade Stamp Name AQUIT, SUYIN 3/2/2021 9:22:56 AM FIRE Reference Only. FIRE ALARM PLAN SCALE: 3/16"= 1'-0 00000 Goo I I -- -=- I - --- --- - -- --- --- --- ------ I � I MAIN ' I ! I F I I _ j EXISVG t- Q TO REMAIN w z ! 1 I, EXIST'G TO REMAIN -==� S. t N 2 POS p � TOTSREMAIN"'."FIRE EXTINGUISHER ' RELOCATED XIST'G ; 0 REMAI — — _ — / P2 interiors AA26002763 E—mail: info@p2interiors.com - 1801 BANKS Rp, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL Av��OOoOoo�� (�C o 0 00001 ° oho 0 o AR9675 "0000000 OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAWCOPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR, ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN ; PERMISSION AND CONSENT OF OSCAR CABEZA: DATE ISSUE i _ 1 .- STEEL STUDS SUPPORTING ALL HUNG PLUMBING FIXTURES SHALL BE DOUBLED CONTRACTOR TO PROVIDE WATER HAMMER OR NO LESS THAN 20 GAUGE ARRESTORS AS REQUIRED t_P2 interiors AA26002763 E-mail: infoOp2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT. BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL �o0L(JOOI�c��,00 O0p�,� OFF 0� o 4 00 1 a'c� �o �`� �� Aa "Opp- 0 J. O ° o e o o AR96758 001- � �0 oleo 0 00 ��poODlJO�� OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS.IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY - WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE ///////////////////////////////////////////////////// L.!RIJ++a Digitally signed b Daniel L. ..VAR `'4 Riveros 9 Y a ... , .••E NSF DIN: cn=Daniel Riveros c=US 73152 's r 1=Davie o=Pear Engineering, ------------- *r — — — - ! I � � _ Inc. e=daniel@peareng.com Reason: I am the author of ,`1111111��, TATE OF .: ��I I III IIII ,, R' V , „+f this document 0-. �ti'4. Location: Davie, FL IIII LIII ,�� y\E........ gee .�E,�•..a...... �.,• I III IIII �•` P.• �GENS'• ;0 �* •s,rdivA� NxDate: 2021-01-29 F ,S ++rprrnti>%% 12:08-05:00 UU UU No 73152 % *. * ' 'MANTEL RIVE OS PE WATER PIPING PLAN .� S09/07/2016 SCALE: 1 /4"= V-p„ :?� • STATE OF tv: DENOTES AREA 9721 N Oak Knoll Cir o :• P �Z . DENOTES AREA OUT OF SCOPE ��',�Ss�•° R��'C';�`� 33324 ® OUT OF SCOPE Davie, FL (954) 612-9591 I daniel@peareng.com DANE #73152 DANIELEL RIVEROS FLORIDA 00* I Miami D STEEL STUDS SUPPORTING ALL HUNG j PLUMBING FIXTURES SHALL BE DOUBLED i �IA /IM o �rENV 1� 00110 �i��ll�ii ;P2.feriors AA26002763 E-mail: infoOp2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL ppppOo�000pG O OGpO 0O F ob 0 Ot00 o00 Q° AR95758 Op ° o off° CJ n� O �c'oopc�DOp�� OSCAR CABEZA: FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA: DATE ISSUE tiuurrrr,�.,* Digitally signed by Daniel c E nrr 3'QSi,�. Riveros •, DIN: cn=Daniel Riveros c LIS 73152 I=Davie o=Pear Engineering, - — — — ------ — I * • * = Inc. a=daniel@peareng.com Reason: I am the author of I II �� y� TATE OF ...buthis document I III _ II IIIIII . `��`P,.`• ,.•V.�� "rS/F �•��is��i�' �','�'r�r�rir Location: Davie; FLRI N . ....... Date: 2021-01-29 GEN• ' 12:08-05:00 UIUI No 73152 rr l� l Z n r-1r 11N Vr F Li-iiv -0 . 09/07/2016 . o• .. `. SCALE: 1 /4 = 1 -0 :?� STATE OF `: 1u: . DENOTES AREA ,o,<:. ,� P-: ��,,' 9721 N oak Knoll Cir .FSS • ° R •.� Davie, FL 33324 �i� < O N �� DENOTES AREA OUT OF SCOPE OUT O F SCOPE ��,, /ON`� (954) 612-9591 -da@p `niel earen .com DANIEL RIVEROS _ 5 FLORIDA PE #73152 ,. _: - - - - - -_ - .'. I WTrtN !Kxlq.s BxuE x.K PNFLFIIFMC[ lNFR e.NID OpoiE1M4. - . .. CgfgAClqN SHNL KFb'T, .Wp � RE4M91lE FdR NL gMplpxs MI! Cg01TgR-dl TE Udl NN 1l19 OFFME MUST � Ngg1E! OF FxT vMgngls FPW TIE glfK9cxs uW aNIgMlN4 ': 91!'MI BT MEK ORA•NtS -. - :: SNM OET WS! SUSNfI1FD TM lFe4 qME FOR MPROKI SETDP£ PROCFIDNIO Vf1H Edition CODE I EFFECT. 201'� Florida BuildlnC o de fth. F�IC/:1Nq. 0921007313 4/28/2021 3.42.03 PM 01 3 P.1 WATER PIPING PLAN.P df Miami Da 09210073 014 P.2 GENERAL PLUMBING NOTES 1.- ALL WORK TO BE IN ACCORDANCE WITH THE LOCAL PLUMBING & 6.- HORIZONTAL BUILDING DRAINAGE PIPING OF 2" DIAMETER AND LESS BUILDING CODES. SHALL BE INSTALLED WITH A FALL OF NOT LESS THAN 1/4"/FT._ 2.- BUILDING DRAINAGE SYSTEM DESIGN BASED ON 1 /8"/FT. MIN. 7.- HORIZONTAL BUILDING DRAINS 3" OR DIAMETER OR LARGER SHALL BE FALL, ANY DEVIATIONS SHALL BE APPROVED BY ARCHITECT AND INSTALLED WITH A FALL OF NOT LESS THAN 1/8"/FT. ENGINEER. 8.- PEFORM THE FOLLOWING TESTS: 3.- CONTRACTOR TO PROVIDE 3/4" (MIN.) WATER PIPE CAPPED AT A) WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE EVERY ELECTRICAL SWITCHGEAR ROOM OR METER ROOM TO BE TEST OR 100 PSIG. FOR A PERIOD OR TIME SUFFICIENT TO USED AS GROUND. EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN 1 HR. 4.- PLUMBING CONTRACTOR TO FURNISH ALL REQUIRED FLASHINGS B) DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAIN, THE ENDS OF SYSTEM SHALL BE CAPPED AND ALL LINES FILLED - W/INS-. FOR PIPES TO ROOFING CONTRACTOR. PECTION IS MADE AND WATER LEVEL REMAINS CONSTANT. 5.- MATERIALS SHALL BE ALL NEW AND AS FOLLOWS: C) CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS. A) DRAINAGE PIPING: NO HUB CAST IRON, STD. 301 OR 9.- STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORI- PVC-DWV, SCH. 40. NATED LIME TO EACH 1000 GAL. OF WATER (50PPH OF AVAILABLE CHLO- B) WATER PIPING: TYPE K COPPER, PIPES COATED WITH RINE). RETAIN MIXTURE IN PIPES 24 HRS. AND FLUSH THOROUGHLY W/ ASPHALT & SLEEVED (BELOW GROUND). TYPE L OR POTABLE WATER BEFORE PLACING IN SERVICE. M COPPER (ABOVE GROUND) C) A/C CONDENSATE DRAIN: PVC SCH. 40, EXCEPT IN TO.- COMPLETE SERVICE, FIXTURES AND EQUIPMENT SHALL BE. GIVEN AN IN-SER- PLENUM AREAS, WHERE SHALL BE COPPER. VICE TEST AFTER COMPLETION OF THE INSTALLATION. D) PLUMBING FIXTURES: AMERICAN STANDARD, KOHLER, 11.- PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL OR EQUAL. PLBG. WORK SHALL BE FREE FROM DEFECTS .OR MATERIALS AND WORKMAN E) FLOOR AND ROOF DRAINS, IF USED: JOSAM OR EQUAL. SHIP FOR A PERIOD OF 1 YR. FROM DATE OF FINAL ACCEPTANCE, AND F) ELECTRIC WATER HEATERS: GLASSLINED, 5 OR 10 YRS. THAT HE WILL, AT THIS EXPENSE REPAIR & REPLACE ALL WORK WHICH GUARANTEE, AMERICAN, A.O. SMITH, PVI OR EQUAL. BECOMES DEFECTIVE DURING GUARANTEE PERIOD: G) VALVES: 125 PSI, NIBCO, SCOTT, OR EQUAL. H) HOSE BIBBS: CHICAGO # 952 OR EQUAL. I) GAS PIPING: BLACK IRON, SCH. 40 . PLUMBING FIXTURES BAR AREA *SCHIER G75-B SERIES GREASE INTERCEPTOR TYPE OF No. OF FIXTURE FIXTURE UNITS !REMARKS ec GPM=50 / CAP SYST'M:99% COMPLIANT FIXTURE UNITS TO Al NOTES: - Sampling port shall be accessible at all times HAND SINK _FIXTURES I 2 2 4 EXTG DISHWASHER 1 2 2 EXTG -� - Grease trap interceptor pump -out frequency FLOOR S. 2 3 6 EXTG (pof) shall be at minimum of 90 days. *Interceptor labeling will be visible even FLOOR D. 1 3 3 EXTG when buried. TOTAL 15 PLUMBING FIXTURES KITCHEN AREA *SCHIER GB250-B SERIES GREASE INTERCEPTOR TYPE OF FIXTURE No. OF FIXTURES FIXTURE UNITS I FIXTURE I UNITS TOTAL REMARKS ec / GPM=75 / CAP SYSTEM:99% COMPLIANT NOTES: _ Sampling port shall be accessible at all times - Grease t interceptor um out frequency P P P P q y of shall be at minimum of 90 days. (P ) y *Interceptor labeling will be visible even P g when buried. HAND SINK 1 2 2 I EXTG 1 COMP. SINK 1 j 2 2 NEW FLOOR S. 2 3 6 � EX TG FLOOR D. 5 3 15 I 1 NEW 1 M o P SINK 1 2 2 ;EXTG _ TOTAL j 30 j .-------------------------------------------------------------------- Grease Interceptor shall be ; �- accessible at all times. -All FOG control "devices with 36" horiz. 1 , IZ & 48" vertical clearance. 1 i i � i •• i • v i All fog control device access risers 1 1 U�� shall not exceed 30 ,inches' in height. j 1 x1Q (Measured from base of riser to 1 I I finished floor level). j 1. 10 1 1 1 I 1 4,; 1 1 S.P. FOR ENTIRE Exrc FACILITY I Ili AIN 1 I3"01/s"SiL. F,S 1 I ICE j (2 F.�i.) 1 I ACHINEL V --- 11 n WASH -DOWN 1 1 CAP EXISTING G.( TO BE I AREA 1 & REMOVED INSPECT - -- -----` --- cw 1 lop, T TD1•G r I r �:-,-1-,.i 1 -.I-ns I 1 _ 1 _ _ _: •- ---- _ __ _ __ 1 I - 1 BAR AREA I INDIRECT WASTE EXTG EXTG EXTG EXTG GW 1 �t INTO F.S 2" AVV H DWI WASHER HAND SINK 2" AVV 1 � AREA 2Fu 2Fu POINT OF - 1 EXIST j It CONECTION I WAL I TO WASTE LINE aRorRr GREASE GIN AREA SAMPLING PORT DETAILS COOLS SAMPLING (SCHIER Ga��-B) B..S.L. J 1 1 1 P RT SCHIER N . T. S. -t-- c c �.T c.o s.� cw 1 I V-1 NEW NEW Gw- cw maw w �uW C0 1 I I .: EXISx�N�i I � . I I Grease Interceptor Calculation WAL NI(i L 8•vERT I v -- 1 COOLER CLEAR Per Florida PlumbingCode Section 1003.3.4 Mario Rubines I \ I , . i I Y I 8"VERY I � 8"VERY I I 1 . 36"HORI CLEAR - In accordance with PDI, G101 Sec 8.3.1 Sized 786-295-1114 1 cLEAR L cLEAR I 1 GREW INTERCEPTORS L : \� ' I ♦ I 6"HORI 36"HORI by Pipe size, 1 Based on Manning s, Pipe Mrubines@bellsouth.net ♦ CLEAR \ CLEAR \ L 1 �1 L _ diameter, and 1/8".slope _ - 1 p 1 1 - - -- 1 ti �1 1 -I N - W� I W 1 z � .. I O J 1 oQ U I 0 1. W 1 1 =4 1 I XI TIN 1 Q E S G G I 1 3 I RESTROOM I 1 1 z 1 J i Z O z IWW 1 � Seats xTurns x MPD x GPPM x POF' =Grease Capacity needed in Lbs. 0 LOW OAi)65Ibs(meal Serves food prepared off site or food that _requires minimal preparation ,andlorwarming; sandwich shop, Gf8g5e (with flatware) convenience store no kitchen), hotel breakfast bar, frozen o take &bake pizza, bar limited food yogurt, ( Y g ( service), cafeteria (no prep), grocery meat department,sushi (no grill) Coffe Shop no cooking High o.o3516s/-meal Serves a full menu of food prepared onsite; American traditional, hamburger (with grill), BBQ, Mexican, GregS® no flatwa re E ( ) Italian steak/seafood house < b fast bakery/donut shop w f er , hibachi, uff et, food fried chicken, ( I ry), Chinese Indian store w . f er cafeteria dium cafe o restaurants w f er , grocery (I ry), (full prep}, me g ry I ry High H 9 0.045516s meal Serves. afull -menu of food _prepared _onsite; American traditional, hamburger (with grill), BBQ, Mexican, Grease F (withflatwere) Italian steak/seafood house `hibachi buff et fastfoodfried chicken, bakery/donut sho w f er p ( / ry). Chinese, Indian, grocerystore (vvl fryer), cafeteria (full prep), medium. category restaurants W/ fryer ;P2.teriors AA26002763 E-mail: info@p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. 954 642 2255 Fax. ((954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL 000 T� oDoY _v o 00O OF Fto Q A,_ ° o 0�0 o 0 J. CAA o � o R 75 o to o S' 0 a�F�IO o�G oVOO o�'ool»DDDOv OSCAR CAHEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA. DATE ISSUE GREASE I Step 2. Number of Turns Per Meals PRODUCTION POF in Grease Capacity POF Seats Seat Per Da Ibs: Per Meal Days Needed in Lbs:. Description Y c i. 1 a o a w 9 153 e 1 I i } 41 4 164 0.0065 90 96 Bar Area 1 J= J> _ �0 1 Totai Grease Capacity Needed 96 C N 1 CN Main Kitchen I Exrc J r j� O 71 3 213 0.0455 90 872. Indoor Dinning. 1--------_ _ 36 3 108 00455 90 442 Outdoor Dinning -------- /; 1% W E O En �I U) 150 0.035 90 473 Take -Out C) - I Q 1 3"® 1 /8"S. L. / 0-) L _ Tota(GreaseCapacityNeeded 1787 (5 F.U.) l O �_ 1 .= U �") N FD 11';� I! 3"®1 e"S.L. ; r Schier interceptors Meet Grease 1 W I; I .I the DERM 999'o Efficiency Capacity i Fwi! H" w /rP .. .. and PH of 3 Model City GPM in Lbs: System W 1 cal II 3"® 1/8"S.L r ASMEA112.14.3 GB-75-B 1 50 623 Bar Area W ASMEA112.14.3 GB-250-B 1 7S 1817 Main Kitchen 1 0 I ! O Ili EXTG 1 IiExrG l l i II I i1 ■ ■ ■ pRpl� NINE: a CIAO ( ICE � L� �' OLING NANDI��fG EX�I�E 4♦ a f�SINKU) �� G OOR �♦ S��POIN ��EPSE �♦ PORT N (z F �,� G. �. �� ERt C F�N�) ` ��R EXISTING KITCHEN/ POIN , o GR °oi 0. CREASE T �� JI B/` 3 �) � IF NEOE MEXICAN RESTAURANT �i R� TD tip {U �y I` ♦♦ ) . oLOCA NEW DEDICATED GREASE NITA T�F lygS F �6, NF EpISN ER GA I I i•-, INTERCEPTOR 5A NFL 1� <i0/v FC RCN ER O S�Lii W�2 FU) NANO Y^J �� SARI �oIP1�GN� NF T rod �2 KFU) . 1 o F Sl.g �.I G,0• EXISTING GB-75 TO USED T IF t✓F�5 �� (� �l Tc S�HIFR o. AS SOLID INTERCEPTOR SE oOA �- �. EW L 6 FOR UPDATED SYSTEM T'G OREA?5p,O RFI �� N 185 Eo• �g� �O ��7�� tc�l G� 4,®15/FU•) GW TIN FU i G G� c IER Ex�O 3 5 L• s. , 1/ Elf GI/SPS.L i 3' EXISVIG W/ PROPOSED SANITARY ISOMETRIC N.T.S. dounty Department of Regulatory and Economic Resources - Job Copy -GW- GREASE WASTE LINE ------ EXIST'G GREASE LINES ------ WET VENT .2 rLa ------- ru F.S. ♦ 3FU 1 s=1• I i 1 �' / _ r ''►+, Digitally signed by Daniel ------------------L------ tCgO'5��, Riveros DIN: cn=Daniel Riveros c=US - - - - - - - - - - - ------ 2 ';*__ 1=Davieo=PearEngineering, Inc. e=daniel@peareng.com Ill III ,,�tUtuulr�z��.oF Reason: l am the author of this I III IIII �� C RI s•. ti - fi . Q,. document �I err 0 R { ar ` �.`. I III Ill I �� .••••'•••. Location: Davie, FIL IIII IIII ••� EN ROs�i, '�+.SSiON;.�;.` IIII IIII �� : v F ••• •� ►+,�►� Date: 2021-01-29 12:09-05:00 uu uu No 73152 *_ � _.* = DAN1EL RIX/EROS PE 'fl : 09/07/2016 : LY • STATE OF DENOTES AREA ��•' - ? o,�;• ,� P : �41 9721 N Oak Knoll Cir SANITARY PLAN '�.FS•�.0 R�°•• G`.`` Davie FL 33324 OUT OF SCOPE ••••• SCALE: 1 /4" 1'-0 ��iiSjONA� E�`(954) 612-9591 bAN1El_ RIVERos daniel@peareng.com FI OPInA PF Ii7R11S9 CODE IN EFFECT: 201'7 Florida BuildingCode 6th. Edition �� J 1 1 Minimum Flow GPM Ste 1. p Pipe Minimum * GPM 1 (per.Ch.24-42.6) Max Actual Based on Flow Size Slope Peak Flow PDI-G1018.4 DFUs DFU DFU System 411 1/8�� per Ft 100 50 180. 15 8 Bar Area 1 I W -•1l MOP SINK . 4" 1/8" per Ft 100 50 180 30 17 Main Kitchen 1 I l < F.5 o � 3Fu . 1 I z , � a Examiner Date Time Stamp Trade Stamp Name LOPEZ, KARINA 2/23/2021 1:48:13 PM DFOG VOID Miami 092100 016 P. Exam'n GENERAL NOT PLUMBING S B E 1.— ALL WORK TO BE IN ACCORDANCE WITH THE LOCAL PLUMBING & 6.— HORIZONTAL BUILDING DRAINAGE PIPING OF 2" DIAMETER AND LESS BUILDING CODES. SHALL BE INSTALLED WITH A FALL OF `NOT LESS THAN 1/4"/FT. 2.— BUILDING DRAINAGE SYSTEM DESIGN BASED ON 1 8" FT. MIN. 7.— HORIZONTAL BUILDING DRAINS 3" OR DIAMETER OR LARGER SHALL BE FALL, ANY DEVIATIONS SHALL BE APPROVED BY ARCHITECT AND INSTALLED WITH A FALL OF NOT LESS THAN 1/8"/FT: .ENGINEER. 8.— PEFORM THE FOLLOWING TESTS: 3.— CONTRACTOR TO PROVIDE 3 4" MIN. WATER PIPE 'CAPPED AT / (MIN.) q) WATER PIPING SHALL BE SUBJECTED TO HYDROSTATIC PRESSURE EVERY ELECTRICAL SWITCHGEAR ROOM OR METER ROOM TO BE TEST OR 100 PSIG. FOR A PERIOD OR TIME SUFFICIENT TO USED AS GROUND: EXAMINE ENTIRE SYSTEM BUT NOT LESS THAN 1 HR. 4.— PLUMBING CONTRACTOR TO FURNISH ALL REQUIRED FLASHINGS B ) DRAINAGE PIPING: BEFORE INSTALLATION OF ANY DRAIN THE FOR PIPES TO ROOFING CONTRACTOR. ENDS OF SYSTEM SHALL BE CAPPED AND ALL LINES FILLED W/INS- PECTION IS MADE AND WATER .LEVEL REMAINS CONSTANT. 5.— MATERIALS SHALL BE ALL NEW AND AS FOLLOWS: C) CORRECT ALL DEFECTS DISCLOSED BY ABOVE TESTS. A) DRAINAGE PIPING`. NO HUB CAST IRON, STD. 301 OR 9.— STERILIZE ALL WATER LINES WITH A MIXTURE OF (2) POUNDS OF CHLORI— PVC—DWV, SCH. 40. NATED LIME TO EACH 1000 GAL. OF WATER (50PPH OF AVAILABLE CHLO= B) WATER PIPING: TYPE K COPPER, PIPES COATED WITH RINE). RETAIN MIXTURE IN PIPES 24 HRS. AND FLUSH THOROUGHLY W/ ASPHALT & SLEEVED (BELOW GROUND). TYPE L OR POTABLE WATER BEFORE PLACING IN SERVICE. M COPPER (ABOVE GROUND) C) A/C CONDENSATE DRAIN: PVC SCH. 40, EXCEPT IN 10.— COMPLETE SERVICE, FIXTURES AND EQUIPMENT SHALL BE GIVEN AN IN—SER.- VICE TEST AFTER COMPLETION OF THE INSTALLATION. PLENUM AREAS, WHERE SHALL BE COPPER. D) PLUMBING FIXTURES: AMERICAN STANDARD, KOHLER, 11.- PLUMBING CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE THAT ALL OR EQUAL. PLBG. WORK SHALL BE FREE FROM DEFECTS OR MATERIALS AND WORKMAN E) FLOOR AND ROOF DRAINS, IF USED: JOSAM OR EQUAL. SHIP FOR A PERIOD OF 1 YR. FROM DATE OF FINAL ACCEPTANCE, AND F) ELECTRIC WATER HEATERS: GLASSLINED, 5 OR 10 YRS. THAT HE WILL, AT THIS EXPENSE REPAIR & REPLACE ALL WORK WHICH GUARANTEE, AMERICAN, A.O. SMITH, PVI OR EQUAL. BECOMES DEFECTIVE DURING GUARANTEE PERIOD. G) VALVES: 125 PSI, NIBCO, SCOTT, OR EQUAL. H) HOSE BIBBS: CHICAGO # 952 OR EQUAL. - 1) GAS PIPING: BLACK IRON, SCH. 40 . PLUMBING FIXTURES BAR AREA TYPE OF FIXTURE No. OF FIXTURES FIXTURE UNITS FIXTURE UNITS TOTAL REMARKS HAND SINK 2 2 4 EXTG DISHWASHER 1 2 2 EXTG FLOOR S. 2 3 6 EXTG FLOOR D. 1 3 3 EXTG SUB —TOTAL 15 PLUMBING FIXTURES KITCHEN AREA ` HAND SINK 1 _T 2 2 EXTG 1 COMP. SINK 1 2 2 NEW 3 COMP. SINK 2 1 3 6 EXTG FLOOR S. 2 3 6 EXTG 3"FLOOR D. 1 3 3 1 NEW FLOOR D. 4 5 20 1 NEW 1 MOP SINK 1 2 2 EXTG SUB —TOTAL 41 TOTAL 56 NOTES: Sampling port shall be accessible at all times. Grease trap interceptor pump- ency (pof) shall be at minimum of 90 days. *Interceptor labeling will be visi le even when buried. 4"S.P. FOR ENTIRE FACILITY *FOR DETAILS REFER TO SHEET P.3 j-C1eCa SAMPLING POINT DETAIL N.T.S. GREASE INTERCEPTOR Shall be located and installed in such way that: —Grease Interceptor shall be accessible at all times. —All FOG control devices with 36" horiz.& 48" vertical clearance. —All fog control device access risers shall not exceed 30 inches in height. (Measured from base of riser to finished floor level). aP9 . G r' I I l I 1 I I I I o.>� 01 a�- G �T NEW ��U) POINT OF CONNECTION. TO WASTE LINE TIE NEW LINE TO EXIST'G High- - Q.03 bs me 51 / al Serves a full -menu of food prepared onsite American traditional 'hambur er with rill BB .Mexican . Grease E no flatware Italian steak seafood house, , se hibachi buffet :fast food fried chicken b ke onut shop w fr er / � a ry/d P € / y ), .. . Chinese, Indian, roce ; tore w e c hi n , g ry s (/fry fryer) . cafeteria (full prep), medium category restaurants w/fryer - High 0.04551bs meal v s f n Ser e a full menu of food prepared- on�ite�American traditional hamburger (with rill_ BB Mexican (with flatware) Italian, st .a seafood house, hibachi buff et fast food freed chisken b_ake �d nut hop ( .froe r )Grease Chinese, Indian, -grocery -store (w/fryer), cafeteria (full prep), medium category restaurantsw/fryer Step 2. POF _- - - - - - - - - - - -- - - - - - - - -- - - - - - - -- - - - - - - - - - - ♦ ` w' 1 w 0 z 1 I, I' .... ..... ... . .... 40 1 — L,J I— cn w 1 I 1 �d 1 I 1 X w 1 w 0:� p 1 .' Seats x Turns x MPD x GPPM x POF = Grease Capacity'needed in Lbs. GREASE Number of Turns Per Meals PRODUCTION POF in Grease Capacity. Seats Sean Per Day (lbs.) Per Meal Days Needed in Lbs. Description 41 4 164 ,0.0455 90 672 Bar Area 71 3- 213 0.0455 .90 872 Indoor Dinning. 36 3 108 0.0455 90 442 Outdoor Dinning 150 0.035 901 473 Take -Out Total Grease Capacity Needed 2459 Schier interceptors Meet Grease the DERM 99% Efficiency Capacity and PH of 3' Model Qty GPM in Lbs. ASIVIE A112.14.3 GB-500-B 1 100 2817 1 ING RAID NE Ep�PONC PaN EXISTING G.I TO BE REMOVED ` D(2 0 ICE MPGNI 4 EXIS�E ! `� � GREASE INSPECT NEB' GW LINE E 3 ®1I U) INSPEC ! ✓ ' CAP ffi G INTO NEW GI �N ECAP I T ici (SPELT ® ! �' ` �`,� ¶E E �E EEC INNE T� 3�®�� GAP! G 4 ®5G FU• Ep� D G G ! G NAN p 5OR11tJ G.O. ETC LTG E PSIN G� . �G� G� P (3 IV G N 4 S�Wt EE CRFAEw E��I A'� fg NAND fG O c G �tY �F �CW CRO T 'NASNFU) UNp (2 (2 ExfG (�) G'N ONE vJ e �pW i INTO NEW G SSG NEVd'SL. G I• NE 8.5.t.• . ¶E E�f. SICI(3 PU) .0 1/3 U) ` $ 4'®1� P U•) VJ F' 4 41 P' Imo) (`� G S 5 0. ( C N I ER � G NEB'SL, G� 3'10 0) G (15 ' G JJ & l INSPECT I CLEAR \I I CLEAR CLEAR A"HORI i 48"VERY \ I I 48"VERY jl�*tA NEW GW CLEAR \ - /8"S.L. 1 (56' F.U.) 48"VERY I\ GB_ i GW (9CHE ) d 9M DW SI-75 GW GW GW GW GW GW sEP SCHIER I 1 I U GET GEw a SOLID 4" DOUBLE .SANITARY INTERCEPTOR c.o I 1 _ 0- �. TEE — - POINT OF CONECTION GW 1 TO WASTE LINE g1oREp NEW 1 I L ( TIE NEW LINE INTO EXISTG BROMN GREASE 4"@ 1/8"S.L.ARE ---� I Q► (41 F.U.) ----� r" U ( ----GW _GW ----GW GW■�GW GW GW�GW GW�GW�GW GW GW �♦ POINT OF CONECTION EXISTING �� TO WASTE LINE SANITARY (RESTROOMS) WASTE LINE DOESN'T TIE NEW LINE INTO.EXISTG CONNECT TO GW UNES NEITHER FCD. _ ♦ ----- ---- - - - - - - ��♦ - E)OSTING OP SINK ADVANCE ABCO-90P-20 SS 1 10 1 I L�J 1 �¢ EXISTING:. 1 SS 3'•@ 1/8" S.L _' rn Q 14 F.U. 1 EXT'G ru 1 - W ; 1 <:: 5FU EXISTING I XI NG M RESTR00 R R M IT K CHEN " OUT OF SCOPE OU OF C E I. _ MEXICAN FOOD z SS1/1 - V +��tVUUnrq„� --- —_ —_ -- — — - J gL R1Y r, ' >- � �� ,,....,,Fq ,� Digitally signed by Daniel Riveros ----'---- ,------ L------ . p Y�cE+v -F R.- DN: cn=Daniel Riveros c=US ___ _ P S I=Davie o=Pear Engineering, Inc. * e=daniel@peareng.com -----------=----- Reason: l am the author of this .,.;.STATE OF document III 111 ,,`,�1►I I I I f //1��,♦ �.;Fss� o R Location: Davie, FL I H I I II I �� EL� RI VF ij♦ •.,,r+oNpiti�*. Date: 2021-02-11 09:02-05:00 I ILI I ILI �O Q�,.•• E ..,•�O �,,,, nn� N I III I II I i. O: •�\G S •, i III1 IIiI DENOTES AREA UU Uu No ; 73152 , t;mz- teriors AA26002763 E—mail: info@p2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954) 642 2255 - Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL J00O � Q Ft 000 0 000 cO C'PA J. CA 0 o D ° ' ° ° ARE167583 o a 00 00 oho o� 0 0 0 OSCAR CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ` ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OSCAR CABEZA, DATE ISSUE OUT OF SCOPE l //L� A� 1 (/��`.• C f�l:♦ T-T.TT 1 T'IT T. TIT :.♦ TT �-� , . 7L - :i . 1 1/"■ NJIF ... RIVFR1 R P1 l.) I.L.L. \..l! LL11 u y JJ C� CL1. L.1LLC 11 L LJ .L iC =U U _L d L.. V .L ,t CL.L iRJ l: L.J 111J1LL1. L.: 1L C a lJ LL i t_: C b U "J J V L)u y�. YTImx ■NEH90N8 BNAW. NAK PRECEDENCE Mgt SCAIID OIYFN•WB. ■ • CONTGOtMe 3lLLL KRYV. AHD BE REBPONSNRE TOR. NL dNd■DNR AND CDNDT015 d1 TIE ' i ., .OB AHD TRB OfFlCE YONT ff NOTfY➢ 6 ANY VA■ATp18 {AOY TIE D■EN9IXl8 AND' CW■TMS 1 - 4 / 2 8 / 2 0 21 3 .4 2 : 0 3 PM — - 9HDNx ■Y TI6E gUYM04 CODE IN EFFECT. 2017 Florida Bulldln Code 6th. Edition ��W��E�roTRSM��PRMw�nREP D.TM S w T1.. ♦. ... IT- wY .. C7 L -�.- P1 .3 A L. -.....� 7NT �. ci L/GL 9-C L i.1LLC" L7 L.GLLL"ki - J. J. GL AC 0 L.C"LLy Llcut=- LOPEZ, KARINA 3/12/2021 3:20:50 PM DFOG VOID { GW LINE -PLUMBING FIXTURES BAR AREA TYPE OF FIXTURE No. OF FIXTURES FIXTURE UNITS FIXTUREUNITS TOTAL REMARKS HAND SINK 2 2 4 EXTG DISHWASHER 1 2 2 EXTG FLOOR S. 2 3 6 EXTG FLOOR D. 1 3 3 EXTG SUB -TOTAL ( 15 GW LINE -PLUMBING FIXTURES KITCHEN AREA HAND SINK I 1 j 2 2 EXTG 1 COMP. SINK 1 2 2 NEW 3 COMP. SINK 2 3 6 EXTG FLOOR S. 2 3 6 EXTG 3"FLOOR D. 1 3 3 1 NEW FLOOR D. 4 5 20 1 NEW 1 MOP SINK 1 2 2 EXTG SUB -TOTAL 41 TOTAL 56 *SCHIER GB-500-B GREASE INTERCEPTOR ec / GPM=100 Z CAP SYSTEM:99% COMPLIANT GREASE CAPACITY=2,817 LBS NOTES: Sampling port shall be accessible at all times. Grease trap interceptor pump -out freq ency (pof) shall be at minimum of 90 days. *Interceptor labeling will be visible even when buried. 4"S.P. FOR ENTIRE FACILITY POUSHEDERONZE -SRONMTAPERIHREAD VAt)ALPROOFTOP PLUG WIM COUNTER SUNK FLUSH WrrH HEAD �2' FLOORLINE 4r WYE ANOX BEND FITTM OR WASTE L24E U34M T4 GOMNATION FITTING SUIT FLOW FM SAMPLING POINT DETAIL CLEANOUT SCHEMATIC High 0.035lbs/ meal Serves a full menu of food prepared onsite;,American traditional, hamburger (with grill),.BBO, Mexican, � rease E (noflatware) Italian, steak/seafood house, hibachi, buff et, fast food fried chicken, bakery/donut shop (w/fryer), - - Chinese, Indian,_ grocery store (w/ fryer), cafeteria (full prep), medium category restaurants w/ fryer. High 0.0455 Ibs I meal Serves a full menu of food prepared onsite; American traditional, hamburger (with grill), BBQ, Mexican, GreaseF (with flatware) Italian, steak/seafood house, hibachi,_ buffet, fast food fried chicken, bakery/donut shop (wlfryer), Chinese, Indian, grocery store (w/ fryer), cafeteria (full prep), medium category restaurants wj fryer II/� ` � CLEAR � '( CLEAR \I > I I� I P I � 3Y 6�\ . :\\36 r�lS=o 1.�� I I// I Imo' • tP2 interiors AA26002763 E-mail: infoOp2interiors.com 1801 BANKS RD, MARGATE FL, 33063 Tel. (954)`642 2255 Fax. (954) 642 2255 ext. 202 Architect Seal NOT VALID UNLESS IT BEARS AN ORIGINAL SIGNATURE AND A RAISED EMBOSSED SEAL �pp0D000oG 6 �o0F Fl. 0� O O 0 OO 0'ay' ° �s O OO o �°o AR96758 0 A 0� 0000 0 cz> URA oo0 opo pp DDDDOD OSCAR-CABEZA FLORIDA ARCHITECT No. AR96758 ARCHITECT OF RECORD HEREBY EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THE. DESIGN AND DRAWINGS ARE NEITHER TO BE REPRODUCED, COPIED NOR CHANGED IN ANY FORM OR MANNER WHAT SO EVER NOR ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT,OF OSCAR CABEZA. DATE ISSUE ExT'G 1 G L I !� EXTG I I EXTG FD �, ■ ■ ■ GREASE INTERCEPTOR � y . � � �S R � 1 �I I ♦ III I �W/'TP ] . o _ . j I :I 5FUP s e Is 1 I Shall be located and Installed In such wa that. y I� s 5 1 , • � �� I!�, RA NE , t/N .) 5 1 I I 1 Grease Interceptor shall be p ru) GNI Q�® fU , (2 tIA accessible at all times. ICE PECT 1 D ,Ai D EXrG I -All FOG control devices with 36" horiz.& 48 vertical NG �INs 1 t♦_ SINK f% POINt CAP Fhi I � clearance,as per Sec. 24-42.6 8 No seats, furniture,fixed 'S•� D s I P O g G P (� TJULRA;F . tSINA e ui ment,stora e area would be allowed above FCDs P . G G. IN q P 9 3 � f•U.) spll 55 Tp / SPEC( � pyt F -Shall not be located in parking ( FMoBE SIN ONE LINE . �F AP INt Gty F ♦ , `. I I � spaces, driveway, entrance/exist ramps, etc. ¶NG C EX1G NEB r 5 E I E t0 -Installations are not approved under sink or counters kE UN ss P IN E� �5•C PP POINT OF CONNECTION SpN 4 fG N g l' PROJECT NUMBER. 20-1302 l E / pJ , storage areas, seating areas, loading/unloading unloadin zones, TO WASTE LINE I nE 3 - 9 9 9 � g V'� F, TIE NEW LINE TO EXIST G A (1 arm spaces, drive thrudriveway,ce exist . k s e ,entran parking P� >< X � 5 E G , ,, E 1 I I DATE. 1.29.21 ram s,etc. etc. 85' N', � Np � G _ X� ,r . p t/ t1E 5.1- NA � J i T' E ® 8 N i 4 f I . 1 SI All fogcontrol device access risers shall not exceed 30 / I 6 ( � i E N� OON � I I: inches in height. 5 r , 3E1,) �;N� _ - REV1: 3.1.2021 (Measured from base of riser to I TIIJp��' Fi�\�t1po�1� ��h� �PS �a s�nNc0��P�e� , ,a N 6 �( 4tt/'eF U,•) IIIII ♦ , �,, G'I R�E AiI�E '!'r nI /IF(wtKOIPstUS )INKE� �.S I `� /4 5N EdNi 6E `O�RwENAE WE TNp Ep< I(� R) 1II .� c 0I N(♦p2fNG G NPNG VA 5IN1p U55finished floor level). Gss G � ORORy G i ♦AIA GW UN.E I I - I i NE r�v� s' �� u+ o G I ♦' �♦ �I) t'G 3�� F•U') 55 Gdd N 1 �I' INtp NEB iir,+�� N sE pV' 5i � I i � (3 F n 3 FU) ( � GO $ Ew b 1 G 0 mo EPp ,T( i SINK 5. LID E� U) i i G f I H. �E i I � I E I. I _ - - -- - - - -- -- -r -- - ,• � j4�tt+ , RiDigitally eaolls signed by Daniel (5 `i♦j F�5 i,G I 5 G� ' NI/8 U) -------------- -- ---L------ F..,. DIN: cn=Daniel Riveros c=US ♦i �. I EEC I S ( NE 8=5•U $i.?5 4 ®56 f• i s2 * : I=Davie o=Pear Engineering, KEG _ ♦' '♦,� I (NFU) 551/ 55 �a1,/FU•) ` SONIER c.0• ( G�j NE�es�----------- --- �\ Inc.e=daniel@peareng.com j G 1/8 \` E OF '� Reason: I am the author of this o �� GS•F I I 310 FU,) tttuulrr�� 1 Q.4. document ` t/$ I I I `. G t5 III LII �'� ♦ . �`'`�•. 3 � fU') SS � ( IIII IIII �� DEL' Rl VF �� r� s ©R ►9,• �ti.� Location: Davie, FL G N L. - - - - -� (j3 I G IIII IIII �� Q? •''• E N. •' RO ♦ice0�,j0NAC.t`` Date: 2021-03-01 16:39-05:00 Elf $S• 1 55 I '. � O . �C, S t1► � '�++p,nrl►►►' i��.) , IIII IIII DENOTES AREA F•... FKjS� 23 F i IIII I III _ . , . No 73152 EKIFpG (SDFU) �I�� ( i♦ E�1'G 55 ( uu u 5 FU) I 55 EXt'G OUT O F SCOPE * �.* G ylC�) T r� V T 09/07�2016 AN I E L R I VE RO S PE � a —GW NEW GREASE WASTE' LINE SANITARY AR 1 PLAN • ��f8r fG*f I NENN5.L• FAQ ( i, i �� STATE OF �. SHEET N0. SCALE: 1 4 = 1 —0 ' ESN �" ,�,/a (2FU) -- -- EXIST'G GREASE LINES .��.�•.�4 op.. �� 9721 N Oak Knoll Cir .� 2�U) r�' sIFN) �J 3 5N) ---- SANITARY LINE .,F`s, ., o R%0 G �. Davie, FL 33324 _ _ . SS EXISTING � ll iCoGN ( 3rJ®/U)� PROPOSED SANITARY LINE ��i�S�ONA'tE�� (954)612-9591 P*2 SSGi I f 3 f• r EXIST G W PROPOSED SANITARY ISOMETRIC EXISrc GREASE LINES EK SSG G� NEVt ( / darnel@peareng.com fg EK p ! N— � o , .�. DANtEL RIVEROS �G r� FDU F TO BE CAPPED FLORIDA PE #73152 FXI FU) ♦ 5 F) 3FU) N . T. S. ND D [df MNIt1EN gNEN90N9 9XAN. MAN: PREttCENCE DYFS SDAIID GNEN&DN9. F - — - — — — — - WET VENT � , , C0111R+QORE WKL 1EEIM. +ND BE REEPONN&E itl4 AIL CWiN901„ dXD NIICD,IONN, OM lME • � .Code '7 t h . Edition , W MR DFFICE ND+T BE N09FlFD M ANT vAPoAIIfNlS iAgA 1XE DWENSNMS AND DDldTDN9 CODE IN EFFECT. 2020 Florida Buildin A_ Miam' . iAERH:AIIDN. Si BE SUBWT,ED TO 'D114 DFFltE FWi APPRDYAI $FME PRDCFIDiNc NIM 0921007313 - 4/28/2021 3:42:03 PM 0.16 P.2 SANITARY PLAN 1.pdf Examiner Date Time Stamp Trade Stamp Name LOPEZ, KARINA 3/12/2021 3:19:15 PM DFOG Approved I I I I I . I I � . I � I . 1 - I . I I . I I . . . . 1. � . I I I � - I . - I I I - � I I � I � I I I � I � I - I I ! I I I I � I . : � 11 I I . I � I . . . I . . I I I � � � . 0 * : 0 0 * a 0 - � I I I I I I :* 0: 0 1 1 ; * I I I I I I I I � I I I . I � I I � I . . I I � I I . I � I t� 'i I . I *as 0 4 I � �11 � . I � � I I I I I . I I � I I � � I I I 1 � , , . - 11 I 0 0 0 � . I I I . I . � I � I I � I I � � � I I I � I I 11, I I I I I I I i !, I I a 0 00000 a : : 0:.0 : I If �� I I . . I . : I I 000 I I I I .. . . I . I I . I I I I . I . . � . � I I � . I . I I I � I I I : I . I . . I : � . I � . . . I . � I . I I I I I i . � I � . I I I � � . . I I I . I I I . I ! I I I I � I � . I � I . . . I I I � I ; i : : . . I : . . � I - I I ; I I I � I � . 11 - I I 11 . I . � . I . I I I I i I I � I I I � � - I I . . a 1 1 � . I I I I � I � I . I . . . . . I . . . I . . I I I 0 000 0 . . I : I I . I I I I I I i I I . I : I I I 0 0 0 a 0 0 - I . . . � I I I � I . � I �, . I I � 11 . i I . I I I I I I 0 a 0 41 0 0 0 0 0 0 0 � . � i I I . � � � . . � I . . . . I � I . I I I I . I � I � 11 � I I I � � I I I �", I 0 0 0 0 1 1 � I . . I I � . I I . I I I I � . I I . I � I I � . . I I : : . 00 00 - . 1111,11 11110��..., 1111111101, oll''", I I 11 . . . . . . � � I . I � . I I I I I I I I I . .1 I I I I , I . I I I 0 4, a 0 0 0 0 0 I I I 11 I I I I I I I I I I I - - I I . . . . . I I I I . I I � I . .1 I I I I I �. I � I I � � I I . I I .1 . . I I . I .1 .. . I I I I I . I . .. . ,� I . . . 1� I � A I I I � I I I � � � 11111111 ....... � . I I I . I I � . . I I I I : i 1 I I I - � I I I . I � � I I � ! � I I I � 11 . : I I . . I . : I I � I . � � I I I I I I I i I : I , . . I . I 11 - I I I � - . I ,� I I I . � . .1 I I - I . I . I I I I I I I . , 0000 1 . � I I I I I I . I I I . � . I � � � 0 * . � I I I , I . I I I . � I I I I . I I I I : I I � ease 0 0 . I � . � I I I I � I .1 I 0 . 0 0 1 : : . I � � I I . I I I I I I I I . I I I . . I ; I I I . I 0 0 4 : . P2 -interiors I � I I I I . I . I . . I � I : , �� I I I � . I I I I � : I I � I I I : .. 11 0*00 0 00*00 0 see . . . I . . , I I � � - - - - ___ - I ___ - . � . I � I . � I . I I � I I � I I I - I i � . I � I I -,------ ___ ______ - __ ___ - ______ - _____ ----! I I � I . .. . . .1 .1 I i � � SPECIFICATIONS . .. 11 ) . . . . . I i .. i . . . . I . I . I I � BURIED INSTALLATION ! i i I I I . 1. - ..� 1. .. .. 1. � I I ____ I /A\ SPECIAL PRECAUTIONS � E-mail: info@p2interiors.com � � - _____ . I I I � CLEAR ' . I � NOTES . . I ') SPECIFICATION AND SUBMITTAL L I I I I lil I I I I I 1 7 _Z� . TOPVIEW � I � I � 6"HORI I - C I I I. *.. , I H20 food rated gids/ . I � � . I I I � � . � I . 11 1. . I ' I I .. L, 330 3 6"H RI I i ncom-68lbs; -_--i water tight plCkable � W, . I 1,\ 20-IlEr---4 � -It I I � I - . I I I I . I I I I � CLEAR \ I I\ . � 7 WZ�;;t. ove" "4-52 lbs. (For wet weight IntetA-l-20-I1g - cost iron covers OUtIetA I � I I � . I A WARNINGII: DO NOTAIR TEST UNIT OR RISER SYSTEMI , &CAUTIONI Do not Install this unit in any manner I Tel. (954) 642 2255 1 -8. topoonaiji- - 100 GPM 99% Efficient Grease Interceptor' I Excavate Burial Pit I I . �� 2FL- � I . I Fox. (954) 642 2255 ext. 202 B. I I I 11 11 Doing so rnoy result in property damage, personal injury or death. except as described In these Instructions. (\ ) 3. Maximum operafing,temperaturw. I 011 . . I . - . I I I I � � � I I I I I I 1 150* F continuous ') GB-500-B for Indoor/Outdoor Installation I I RT add 4,254 lb C 7 I (.Ptl.r.,) I � I I � � I I .. . � I I - � I I � I I r I !` 4. 1 1 � � I I I - - I I � I \ .,\ I Capacities - Liquid,, 510 gal.; .. I � . I . . I I . I I I I I I � I I 00-9000-ONW.- I \ \ . � INN I I Greasw, Z948 lbs; Solids: 102 gal. 1 4 1 . . I � I . 7/Z . I - I . � 11 ,i� � � it water Is entering the interceptor at excessive temperature (aver I . � � . . , . . I .� Architect Seal 90,100 .\\ \1 I � - 1 5. Satisfies Miami DERM99% efficiency � . . . / Ir /,�Z , R 'M Concrete slab SWIM to hydrostatic pressure, 1501 F), a drain water tempering Volvo (DTV) and approved backfiow I GB- I requirements; retaining Z817 lbs. of grease Outlet B I . I _� 11 - A I � I . men Installed under a ) : inlet R - # . # 0. I . ""OUIr b - prevention assembly must be installed, Most state and I zlocil plumbing NOT VALID UNLESS IT BEARS AN . r _� L\ N, I BEILDW NID . I � at 99.2% efficiency. (stan-) (St--) . : _______T.. I 0, _� 0 *� . 111111', . � I I codes hibIt water above 1501 F being discharged Into the sanitary . . SI-75' 6. This unit does not require flow control. I . . � I 1 IZY2 - I I : I I.N., *.*.*.* I ,:::..,.,:.* ,..%* IX XXX- .E.". I , � , L hydrostatic slab (slab - C ,ova 150* F w! I weaken or deform PVC Schedule 40 ORIGINAL SIGNATURE AND A I I , - -(R- SCHIER to 7. For graVity drainage applications only. . 1 46* � 4 - -r_ .. 1 (32cm) . IZI -*0**N*_*fW** I I -, designed to withstand I I . I I Jptlo ,ty(drainago fixtures like fintlerceptors and erode the coating of RAISED EMBOSSED SEAL �ft& a C.0 MUD INTER ft� n . S. Do not use for pressure applications. . I . .. . � . - - -a- . . . . I � I . Backfill evenly around tank using crushed upward fift, usually , 11A.. u I I I � � pipe, leading to eventual failure). , - 4" DOUBLE IS � CEPTOR S. Cover placement claws full access to tank for fim . . . . 1OY2" . . Excavate hole at least 18* larger . Fill unit with water for � aggregate (approximatelly 3/47 size rock , caused by hydrostatic , watertight . I SANITARY proper maintenance. I I . ) . � 0- , . than Interceptor on all sides and . stabilization and float -out or sand with no flnes)or flowable fill. Do I I , 'pressure) interceptor concrete � I I . I I I . I ,,,,-� -,�;�6, TEE I I . It I 10. Vent not required unless per local code. � I Outlet 0 4) . , . . � . 12"cleeper than tank bottom I prevention, .. I not corn"cl: backfill around unit. .must be enclosed In a Vault - - I I cold water supply One . . �� . . � . 17___� : 11 � I . 111. Engineered Inlet and outlet diffusers are (optional) I G�. . (optiond) - . I I . . I . I I I � . � I I . watertight concrete vou ... . , , i high t mperature effluent ( � 1500 F) - I removable to Inspect / clean piping. I I I - . - � 11 , - , d backflow, prevention assembly � I I . . I . � � I . 11 - W � I I -1 � � -_ 0 1 � I ;,.; - I . V_ Integral air relief] Anti -siphon I � I (94cng)� 1� I I � �.� . 1, I I I I I "M -1 0 OW01"M max water tafalle height I I � DTV (drain water tempering valve) 94J 1 1 1 1 �5 IC,, 1. � � --I I I � 1 49 . I I I I . I Inle"cepfa and risers are not designed for direct burial I i 1 47 Sampling access. scddety .. I I I I � to wiffistclZ water table height in exoess I � I I , I = . C2 � J � � - � 13. Fixed outlet models (-FO) have inlet and outlet SECTION A -A - - - Into" Air Relief / 4 11 (_ � =ftx � I � - r,P9 - CA& 0 1 inserts M(.P P-Ort Anti Siphon and . I I . I I I , of the tof of the unit when buried (see . I I :,o C, _11:; I . I I � permanently welded at the factory in the � , Inspection Pont . � I - . � I I r I I � I r I . � � . . it this to occur, I . , 01 I I � I straight -through (B) positions. I � . . I . . � . � � � I 1. 9" . .. . . . . . . I I R . a I bar . . .. I I I I I I . I �. friitall"the int6rceptor and risers in a I - I - 1 \3 , I I I DIFFUSION FLOW TECHNOLOGY - 94-1/4! � ) I � I . . , water -tight concrete vault or backfill with - , * I 0 1 . � . 4 . � 1. I I I � . concrete or flowable fill (wet concrow lisp C I . I . I I . I . A(i� The lot diffuser reduces turbulence, creates lamincir o 24-112, Typ � M> � 10 r I and flowable backfill should be poured I � 0 AR96758 I I I flow and allows the entire tank volurre to be utilized - � � � I . . Int k I I . . Label inside on the . I � � to avoid crushing the interceptor). I ; I S, 13 � W I . for efficient grease separation and minimal %..0 I 9 Sittol'Isescrecis include but are not limited to . PLAN VIEW I disturbance to existing grease and sediment layers. 10-1/2* 1 1 1 " 12-IIT I ___1 6 - 1 (239 risers or outside of � L � , I . I I . I A . . I . I . Int 11 n 0 � 1 4 � I . The inlet diffuser can be attached to any of the three I - . I I . I ) . . � . . . .. . interceptor. I . : I I . . I I I I ticla I surge areas, ftoodplains, a nd areas I SCALE: 1/4-"= V-0" nlets to se bsitepi n If uM The =_ - - - - - - __14T 4 0 I I I I . I I I I I I I hat receive storm water. Great Basin- I , UP_GT,2_1� �:�o . . �O�N% I ntegral . I I., . an Ph � . I I � Pour concrete slab to finished grade. . - ____ models that are direct buried in high I I � . . . I lon within the Unit during ' oVerAdopl-M...... This unit is certified to ASME A112.14.3 . . . . . I � I . water table scenarios must be installed. i nectec Indirectly connected I I . 11 . 11 . 1. I . TOPVIEW W - I I - Jr I I with an anchor kit Models GB-50,08-7E� i � I directly con ? D , : ) ra ton The outlet diffuser can be Mac I A 104291. (Type D) and CSA B48LI This unit � - , I st . up to 47 of Adjustablifty . . I .. i -� any of the three outlets provided to ease job sit 49-1/2' - - Intel Diffuser EM does not require flow control. . I I min I - I 11 min and 08-250 use model AKI anchor kit. i I I I � I I I I I ALL FOG CONTROL DEVICE ACCESS RISERS SHALL NOT EXCEED 30 INCHES , i � I Vehicular Traffic Areas: 1 4 , Model GB-500 uses model AK2 anchor kit for use with cleacimari'arichois. I � . Diping I uts. I . .1 . I I , � . I ---------------- == Is. � I I I Outlet D - I minimum B*thickooncrete slabwfth tabor required. I r--i T= =:i I . � . i i . I I i I I � IN HEIGHT.(MEASURED FROM BASE OF RISER TO FINISHED FLOOR LEVEL). � . � Concrete Slab - ! . I ,Z . ]I Min � , .1 11 : I I � I I I I I BUILT-IN SOLIDS CAPACITY , Baffle - W . M`�] I - . I I . I . I I - � I . I Thickness of concrete around covers to be determined I I -_ ., * -it , - � I - I I I I I I I . I �: ! I . � � � I � I i I . � I � I t I � If I I"', Nt�, I 11 � I I � ! I 11 I -1 � AGS2 , I I I I I ; M I I I * REBAR I Performance testing is only designed to determine - I by specifying engineer. If traffic loading is required the Rebor I /il 11 # :� - r(j, P""M , I (", JIM I . I . I I I I 1 6-- �- I I . I � / grease storage capacity; but outside the lob, solids - Stato water Une I III SUBMITTAL � . . � . . I concrete slab dimensions shown are for guideline I li� ") , 1 ! . r 1, I I / �� r m0wim I - I - J I I �_ CONCRETE SLAB 3se interceptor performance. For this reason, � . . I . . . strength to 4,000 PSL Use No. 4 rebar (o 1/2") grade 60 � . , I I a wet weight or Eno interceptor combined with '91,10" POUR accumulation con be a serious; factor affecting I . I � , "i Ilffto . i I . � .-A"I : � I purposes only. Concrete to be 28 day compressive _*,� .. I J P,J_KW . . ____ _\ Sit / / ____'\ SI-75 . FI . GRADE � go.reh?,.'Great Basin- grease Interceptors include a I . I "I I I I high � FLORIDA ARCHITECT I _. I - RISERS - 1. � I I � ) steelper ASTMI A6115: connected with tie wire. Rabat to be , .-- .1 - 'a ' _fA - � . _. -r . ... significant dedicated solids capacity. � .-- i - I N . I I I . - 4"MIN THICK ; �', ; 11 �� I . 1 1. . 2-1,12 from eage or concrete and spaced In a 12"grial with 11 � I � : �,, TO FINISH GRADE . 1: 1- . Pated Grease Capacities , ) standard Options _ . . I I I, , I patent'. ill U I � I I � I ENGINEER SPECIFICATION GUIDE 4 -through) . -] AG$2. Above Grade Support 47 spacing around access openings. . � place : H . . �4.'��. � - `�' " Locadon: indoor/outdoor [] 6' plain end Iniet/outlet (straight [ I . I I I i IN I I � I .lalted . i Im I= I . Installation: . , ,�?4,�- � -5 � . above I " 61__,__,, � I t, . � _Fr - ,., 1 �'.:..'�?4,� .� �� .1 Schler Great BasInt`l grease interceptor model # INLETENDVIEW /below grade 0 Wplain end intetfoutiat (straight-thirough) [] AK2: Hign water Anchor Kit �ul 41111 . - , I . �. for Units Piped in Series Flow Rate I Certified Grease Capacity. P, -4, at ri an Traftl c or Areas: I I I � - I � I � I I . I i GB- 500- B shall be lifetime guaranteed and made in I 100 GPM (6.3 Lffs) / Z948 flas. . with dual pumpout port connections EI PP3-. Pumpout Port I I t I I - I � . I . I I I I � � � I . I . � ARCHITECT OF RECORD HEREBY EXPRESSLY I � 0 1 USA of seamles% rotationally -molded polyethylene. - 46'- Removcd Efficiency [] Er plain and kilat/outlet (triple outlet) Field Cut Risers I � Minimum 4* thick concrete slab with rebar required. I I I � I I I .! . I I I . I I � � I , - ` .... I w �-!:,� " Interceptor shall be furnished for above or below A-, I No. of - Removal Efficiency at the I I I I I I : I , I I ; , , , � I . I I I I I I I I . RESERVES HIS COMMON LAW COPYRIGHT ,..,'�',;,, i, - � I. � ��,A:: I I I � Rated Capaclity* 98.9% . 171 6! MPT infelt/outlet I . El FCR2 (4) W - 34' .1 I I I I . I .,�. '' I GT GT . . grace Installation. interceptor shall be certified to . Units 100 GPM I I I . I I .�.,., - �,, - I I .. .� 11 � =;-& . . � I . I I � - i -�-.,,%--��,,i,� .� I �.'k--., ASME A11214.3 (type D) and GSA 8481.1, with field I - in Series I AND OTHER PROPERTY RIGHTS IN T`HESE , 11. . 99% Efficiency Rating: Z817 Ibs. cerrified . (stai ugh) [:]FCR2(X4i>34*-64" ' I `,�, -.�,,��,.- : 98.9% ".2% Ness steel, straig I '_,�_,��_;-_- - _�� ,:,;� �: � adjustable riser systerp, three inlet options and three I .I% I ity a 992% efficiency I E] -F0 (fixed outlet) I [:] FCR2 (x6) >64'- 94' INSTALLATION OPTIONS . I I � I '. I I : . . I "V.,�-r�:,,��,-��,, ;-`_,!� I ._-� outlet options. Interceptor flow rate shall be 100 GPM, . � . grease copoo I I � I - I I � � � I � .11 ... . 2 5,896 lbs. 5,634 flas. , I � � - � I I � I . . I I � I 1?� �* �11'%- � . *.*z�,-.4 Interceptor grease gpacity shall be Z948 lbs. Cover I ________ - - ) ftrift Capacity, 102 got. : . I � I i : I I 1 1�6 ��' "' - � I [] C24H2. Highway rated bolted I I I I I I . . . . I I I I . , � I i ; ,1� �D__,�'! I ��.Ilr ,� ,;�,,-�...�, shall pi it seal and have 3 8,844 lbs. 8,451 lbs. Liquid Capacity' 510 gal. . . � I � I I I . I � . I . I � NEITHER OPIED NOR ,: ��7-.;�.�'W.��11 %1.41- I - - Weight: 568 has. composite covers - IWOO lbs. . I I I I I I , � r I * rninimum 16,000 lbs. load cbpacity. - I - I I 1- I I I . I � . I . I ! � � I I !� .;..,,._. . I I I . I , I I . � � "I , - 1 r-,�.;�. ..; .�� z-z �il....;;�x ....... 4 ,11,792 lbs. 11,268 lbs. I . I I I "-. .,;;"!z_�,�_. _ .fl� - I 11 I Connectionsc4"(100mm)FPT/plain nd CC21 integral membrane I I - , . I � � I I � I I I I . I CHANGED IN ANY FORM OR MANNER WHAT . "' , , I I I .::.. .. � I I . I . I I i I I i , , ... . . . I I � I -, ,_�'� . I . � - � I I I - �`,��;.'---�.,��-,�,<�- ... , , :..',_� I CERTIFIED PERFORMANCE .,:: � . . I 11 IT9011 I I See Anchor. Kit Model AK2 . I . . . �,,,,,,* . . . � SO EVER NOR ASSIGNED TO ANY PARTY �� ,! I ') triple-infoUtriple-outlet E] clamping collar kit I I I I � _�� 1, r r -I 1;; Groat Basin- hydromechanical grease inter t _`_'�_ � I . . - . . I I t - %_ K � 4 cover gas/water tight pickable, cost Iron � I I I � I I . . I . I I I : I I I � I third party performance -tested and listxwm I . . . I I . alb . I . I I . . . WTHOUT FIRST OBTAINING THE EXPRESS I .. �: _;_ - '. ..." � I I .. �% �-,' . 1: . I - are * I I I ! t I : I I � � , . , �- I. :,� � _ . ..� � 1.� _. I .,.� . . . I I Deadmen Anchoring: . . - I I . I . I � I � .1 , I-. �, �, �, - ,: � 1.11,1 ,. . . �: 1. � � . _: - .� %I . ! - . - �.Wl I - . � , . ., - ,..'' � IAPMO to ASME #AIIZI4.3 and CSA 8481.1 grease I with H20 lb. load rating I � i � � : '.. :� �.. , _ I .. I., . .1 . - - : � .. I ", - - .. - . . . . . I I . � I : i I I . z� - ".. I I � .. . ��,� 16. .� ..�, : , .: . I . . . . ocation is in a high I 1 7 16 1 � - .1 I 11 I I . � Mt I . - 11 I , I 1. .. interceptor standards and greatly exceed I I if the installation 1, . 1 6 6 1 ! � I i WRITTEN PERMISSION AND CONSENT OF . _,��,\\\N�INI� : ::: :: :! ::: . requirements for grease separation and storage. They 11 I � ) Approval - I I .. � water table area or at risk are (including . I . . . . 11 6 6 11 'r 1 6 1 1 1 1 � 1 6 �, I OSCAR CABEZA, are compliant to the Uniform Plumbing Code and the � . . I � I I g - International Plumbing Coda I I . . 4 ) � . � 11 I � I . i 6 �� 6 1 . . . . . . . . I but not limited to tidal surge areas, . I I I I I I I ; , � 6 1 1 - . I 1 6 1 : . � I I I I I I . . 6 1 , I A- I Signature. . I Datec I Company. . 6 floociplains and areas that receive storm : I . . I 1 6 1 1 . I I I I I I � I I - I I I I � I I I j I I I 1 6 . . 6 6 � 6 1 1 . I I I I I I ; 11 . 6 SHALL BE LOCATED AND INSTALLED IN SUCH WAY THAT- 6 R . I . . , water) the GB-500-8 must be secured to . 6 . I I . 1 6 . I I I . I I 1 6 Specifying Engineer Engineering Firrn: I . I , , � I I I I i I I I . I -DATE ISSUE I -ALL FOG CONTROL DEVICES WITH 36" HORIZ.& 48" VERTICAL CLEARANCE, SHALL BE ACCESSIBLE AT ALL TlMES. 01,110 I . I I I 1 16 6 1 6 concrete deadmen anchors (by others) I . . I I . I ! : I . I . , I . - . I . I . - ''I'll I . 6 1 6 . � . I I . I i I I � 6 1! . 1 6 1 6 AS PER SEC. 24-42.6(8)NO SEATS. FURNITURE.FIXED EQUIPMENT, STORAGE AREA WOULD BE ALLOWED ABOVE FCDs. I - � ______ __ - ------I using Schler model AK2 anchor kit 5 � I I . I I 1 6 1 . I _____ __ ____ - -_ -_ - - - ____ - - -_ - - -INSTALL AS PER MANUFACTURE INSTRUCTIONS. - � � 1 116 � 6 1 1 1 6 i I N 11r.1 - . I I . I I . 11 11 . � I . I I I I , I I I I I . I I i I . . . � 6 - i . I r C IER 14 HIER . 1 6 . , ,.,. I )� 7Z;SC ,�, SCHIER ----- ------ -�;, ?��_i;, Leo] M*10 - I I 1 -6 1 1 r I'll � I LIFETIM 0 RANTEED r LIFETIME GUARANTEED 1 6 1 - LIF"IM I GUARAN1 1=147MPM111111111111 i � �'T'. , I . . . . FOG CONTROL DEVICES ELEVATION I GRR"EEINT EPTORS R�Mll M�Z111111111 - 0111111111111111111111111111111111 IM1111111111111111 I i ;!I.,] GRE"EiNrORCEPTORS 441�� Imiiiiiiiiiiiiiiiiiiiii imiiiiiiiiiiii � t . � I I I � I 11 I I I I � A , GREASE iNTERCEPTORS I SCALE: 1/4"= V-0" : : __0 � I ; I . I � . I . I - I � SSOGW,,dendk,,d]Ed,va,ds,,ilie,KSb6lilil,l:gl3-951-33001w,,w.schio,p,od��t�.�,� v C.pyright 2019 S�hi All Rights R-.,.d ! 9500 Wd�d R,,d I Ed i I � 9500 Wdend Ro,d I Ed,ds,ilt� KS 661111 Td: 913-SSI-3300 I w,w.sch1l,1p11dts. I C,pv,ight 2019 Schl- All Rights Rcsed I 1 4 i hdswfl.. KS 66111 1 TO 913-951-3300 1 hi.rp,.dts- , C.Pwight 2019 S�hi All Rights R.sd � � . I I I � I ; � - ____ - - i I I . .1 I . � deadmen anchors (byothem) I I � . i -_ ________ -_ ____ -_ - - - - - - i � . page 3 of 3 � . I pagelof3 I . . I � . IL �. , I I I I I I I I I I � i I � page 2 of 3 0 - - . I I I I I . I I ; I I , _J . I I I I I I I I - I I I I I I I I I � I . � I . I I I � I . I � I � . I . � � I . I I I 1, � � . I I I � : I I I I I " I I I I . I . I I . � I � � - . . , I I � " � , , I I I I I I I � I I I I I � � I I � : � .... �111_010 I I � ,_.0111, �_11111111','._. 1111 , I - I � I I . I I � I I . I . . I . I - . � I I I . I I I � � . . I . I I � . � � I � i . . � I . . . . . . I I : . I I I I I I . I I � I I I T I I � I I I I I � � I I I I . � I I I � I , � I I . i . . I � . I I I . I � I I : I � � . I I I I . i � I I I , , . . -_ - i � I � I I I . I . I I I � I I . I I I 11 I I I : . i ! I I � I - --- --- � . . . I .i . . I � I . I I I I I I � i . I I i I � J . . I I � . I I I � . . � . I , I 1 11 I � I I I 1� I . - I . - I I I I _� I : I i � ,I I I � I I I I : I I 1, 1, 1, � I I I I I I I I I I I iI . � . . I I . . . I I . I I - � � 1. 11 �� . I I I . I I I I I . I I I I I � I I � I 11 I 11 I ; NOTES: i � � 1. . I .. I . . . I . 1. I . I I I 1. - . I . I � - i . I .. I . I . . � .. .. � . � I I I .1 I I �L I � . . . . I I I � 1 ,, : I � � I I iarneteL , � � - � SPECIFICATION AND SUBMITTAL . . TEST REPORT.. I I I I 1 3" d If pumper . 0.1111 � � I . . . I I I I . I I I I � I . I - I "GiII-6004311 (100 gpm) Grease lnterc�wo i I 1 INCREMENTAL . ACCUMULATED - I - I I � � � - I hose te I preientation . it, it I � I I I � 1 .3 - d i8mete r pu mper. , . . . - . . . I . . . . . I I I I . . 11 . ,� . . I . I I � � � I . I I 500 I East Philadelphia Street To I st No. Grease Water Drop Flow Lbs i� Lbs Lbs Efficiency Lbs Lbs, I Lbs Efficiency � . I � � -Installations are not approved under sink or counters, storage I . I hDse represen . t . a I ton , . . I . . . . . I I � . � . I . . I I . . . . � Ontario, California - USA 91761-2816 Sink Sink Time Rate added :i skimmed retained I I%) added skimmed I retained (*A) � i I I _ - .. � . - I . �. I 0 11 I � I � (sec) (GPM I I � I I I I I areas, seating areas, loading/unloading zones, �parking L spaces,, � . I . f I . - � I . . I I . . . . I Ph: 909.4712.41 00 I Fax-, 909,472.4241 , I - . i . � i I . S175 125 Gallon Billy Goat' Incloor/Outcloor Kitche Solids Interceptor I �. I . . I . 104.6 'd-64- 19.36 96.8 2860 22.86 -5 72837.14 99.2 1 i n � I http://Www.loomor�,org . 143 1 2 109 20 . I I drive-thru, etc. I I � i I I I I . . . . . . . . . - . .1 I I . . . I . I I . I . �, . .. . . . . . I I . . Report Number: 175749023 . ... . I Project Number: 31448 � � � I I I . I I I I 1 144 - - 2 - I , 109 104.6 20 i 0.58 19.42 97.1 2880 23. '2856.56 99,2 1 1 . -Install components in accordance with manufacturer's , I V� � I I . I .. . . . . . . . . I .. . . I . . I . . � I . 1. I � I . 145 1 2 109 1044 20 0.86 19.14 95.7 2900 24. 2 75.7 99.2 1 1 1 : I I . I I . � . I . . . . . . . . I . . . I Report Issued: May 201, 201 9 . . I I � "I 11 I I ,� . � � I W 2 1 109 _ 104.6 20 1.43 18.57 7.5% 2894.27 Vu. I I instructions and approved data submittals. i . . I � .1 I I . 147 I I _ � --- 7.27 _11.3 I 1 I 1 . ill I . � I I 29W , --- ____ I I . . . . . M �� . . . . . . . I I I 1 j2 -) � I - .. . I I I . I I . 11 I 1 9 148 1 1 i 0 102.7 20 1.74 18.26 91.3 29.01 2930.99 99�0 N I I C ,11� . . . . . . I I I I . I I I 1 149 1 1 2 1 102.7 20 2.91 17.09 298OZ 31I92 0( -4- 1 � � 6�::, - � . . I I I I I . Client: . Schler Products � I I �. � - --- !.i- � 76.9 3OQ9 36." 29 1 . I t I .. . . . . I a . .. . . I � 1 9500 Woodend Rd. . - . I . . I I I 1150 2 1 109 104.6 20 4.62 15.38 63.46 98.7 4 . . . . . I . . . � . I - I . � 1 151 1 2 109 104.6 r 20 [ill 5.46 14.54 72.7 3W2O 42.00 2978.00 98A 'IV- � ..J , . . 1. . . = I . . .. I.. I Edwardsville, KS 661 11 . I Contact: 'Charlie Isrnert . � -4-1 I`q I . � I . V 'I I � . (34cm) C= . � I I I I I I . . I I I I , , I I , ,� I � I � I I . . � i I I i I I . � � I I 1<1� Q) N-) I : � I I I . I -_ 'OF 1,_1 I 1 i _t i i I . . . I . . . . I . i . Source of Samples: Sampleswere imanufactured atthe chentsfacility in Edwardsville, KS. The . I I � � I / I G) I � I I I I . . I � . . I . . . I . I . . . . � � . �� " __J . 'lli "ll, I I J . . . 40* , . I ! . I I Sample was wiftnessed tested by Dale E. Holloway of IAIPMO R&T Lab. 11 I I I IDERNI FOG 2.0 compliant 1-f- 4- 0 1� I I, r (102 cm) 2 Samples are manufactured In good condition. I I I I . I . I I I � C/-) L1_ F__ : I - 82-1/2' Qh I `1 I I . . . I . I . I I . I . I I I : � 26%" � . .1. I . � I I- I T F4 i I - - - = . I � I � . � � I . I 11r) - f__ LJ_J � r I ii I I - __ A Date of Testing: May 1311, 2019 through May 171h, 2019 � . . I I . I � I I I � I I 4.4 - I I 72" riser , � I J . 1 (67-) � I . I � I . I I . . I . I � . I I . I . � . . . . I � . I : I I I I I iii k: � . . . . . . . . . . I I I . . � . I . . - r__ E cn . � . 1. I � 11 I - ! ''I I I I I � ,� . I � " I It I I I I I � I I I Sample Description: HIDIRE Grease Interceptor. I I I . I I I . I I i I . .1 I : . I . I � I I 0 " _J I" I � . .. . � I � . � � . . . . � . I . I I I I � 1 �4 3: !-; < I I I I � "Ii � if I I , . I I . I I . . I I I � . I . Model: GB-500-B (100 gpm) . � I . - I I . . - . � � I I I � U V) - O-) 11 � I . � I I � � I I � � I I I I - *Z 1 � I I I � IA � . � Inciludes, safety star- � . � � I I I - . . I I I . I . I I I � I I � . � . 0 O-) ( 0 U i % � . 47" . I I I Refer to the n-anufacturees drawings and installation instructions for more . I � I I I 4� . I I I . I - . I I I I . . � . I � . . . . detailed measurements and Information. I . I , i U N 4� (Y � I I . I . . I . . I . (119cm) � . . . � I � � I . , D .- I 1 33' 1 1 1 1 1 1 . I "li, I - . . . . � (84cm) 1 11 I 11 . . � . i. . I . . � - . . I .r I . I I � , 11 I I If ,� I 11 11 I !� 00 0 E < I - . . . . . . . � I . I I I I I r I I I r I : - � . . . . 1. I . .. . . . Scope of Testing: The above grease interceptor was Wtnesseld tested to imeet the . . I I .1 11 I I I I � I . I 1 I - I I I I � E4 LO Cn D :�E I i � I I . . . . . . .. . . . .. . I I . .1 . . . I . . . . I I i � I . I I I I I- . . . . ! . I I requirements of ASME A112.14.3-2018 "Hydromechanical Grease � I I � I I 1. ,� I I 1. I . . . . : - . I I I I � i I I .. . . - I �. -12 "Grease Interceptors". I I r I I � I j I Interceptors", and CSA B481.0 and B481.1 I I I � I I I � i �� 'IF I . . . I I .. . .. . . . .. .; I . . 1. I I 11 I I I 11 I I � I I . . I .1 I'll I . � . I � E1 U) � I I . . . . . . . . i . . I . . . I . . . . . 11 I I I . I I . I � 1. . I � I . � ; I � I I I I I .. ! I . . . SUBMI17AL - . � . . � . � . , I I 1. I � I I I. I . I I � . Conclusion: .: The GB-500-B (100 gpm) Grease Interceptor DID COMPLY with the . � . I I I I I I I C-) U) I I . � I � . I . � I I I - I . I , � I I : I . I � � I / I Standard Options Accessories I I I I I I : - . - �, � � I : P4 1 1 1 . � . I I I I � I . - I 11 I requirements of ASME A112.14.3-2018, "Hydrornechanical Grease . I . I Report No. 1757-19023 1 � i Page 14 of 14 1 : , � 1, 1 ' : I I � I : I I � �4 �4 1 1 � I - , , , � . I f - Location: Indoor/outdoor � 0 Ir plaiin end inletfoutl I Interceptors" and CSA B481.0 and B481.1-12 Ill0rease Interceptors". � � I � . . � ! I I I I I I I I`_Z = I I � � at (straight -through) ,�, 0 FCM >4'- 3X field out riser I I � I I I � I I I % I i I � I pz� A I I Installation: Above/below grade with dual pumpout port connections [] FCR2 (x2): >3,V - l field cut risers I - � � I � I . I � � I I � 1, I I I [ I � � � I I I � * * I I Solids Capaci�ty* log gal. (413 L) [3 C241IM Composite covers, [I FCR2 (x3k >64� - 94" field cut risers : I I I . . - I - I 1; ,� . . ; , I I ,� . I � 0 = �17 1 1 1 1 1 1 1 � � I I i - / i Raw Rate (4 125 GPM (7.9 L/ I � � I � I . I . - ____ -_ --- I � I � � I I I bolted 24'gas/water tight, [3 CAM Adapter for Zf corrugated I : � . � . I � I I I . � . I I � �4 = Row Rate (61 S) I I By the signature below, I certffy that all the testing and preparation for this report was performed �, : . I � I �:__ I I � I I I i . I ! � Liquid Capa, traffic, load rated for 18,000 lbs. . pipe riser . � . I I . I I :� I A � � ., " - I qL� � I . . . 1 .1 � I 0 1 . . 11 I I I Weigifid: 190 lbs: (86 kg) , . . . � 13 AKII: High water anchor kit I under direct supervision of IAPM0. R&T Lalb, unless otherwise stated. I I I . � . I � , , I I . I I I I � I . . � , I . � I : I I Connections. 4! FPT With 4'plailn and adopters, [3 CC2: integral membrane I I I , � � I I , I I � I I , I I . I I . � I I , I � I . � I I I I � I . I 1. I I I � I � i I I I � I , I I I I � I slingle Inlet and triple outlet . . . I clamping collar kit I I I . . I � � . I I r I � I � � I N M 0 L:1�1 I � I . I . I I I I � I , , . I I I ,e I I I i - I � - I - - . Covers: Cast Iron. cover, pickable 2W gars/water . I . . [3 PP3: Pumpout Port � . Witness tested and reported by, . I , I � � FOG 2.0 RER-DERM Summary Block .,: , I I � i I � : I � tight H-20 rated, proof -load tested to 40,DDO Its. . I . . . � I , I . I I I I I I I I I b) I I 1, I I � I i --- . - . � Acton Rostrictor Safety Star- (450 lb, rating) . . I 0 PLAIN-EA-24:27 plain and fitting I � I 1. I : Oydrornechanicall Fbd Control Devi FC i ! I I i I . � � I . I . � ce (14- � : 1, I I I I � . I . . . ,3'plainencifitting I � , I . I I i I � I ,built into cover adapter I . [3 PLAIN-FA-34. I � I . � I :. �. I . � . 1. . .. I I . I I I � I I : [3 FPT-EA-U- 4! x 3' FPT flitting I . I � � . I � I I � Required Information I TankNo.1 , L Tank No. 2 , Tank No. 3 Tank No. 4 1 1 ! I 0 FPT-F.A-213* 3'x 27 FPT fitting (`i4 Z "V.4,,l - . I I . I 11 I I � � I ,�� I I i ,� I- I I I . I I I I I I I � I I I I I I . � I I I ____._0 1, capacity (gpm) 100 GPM I I i � � . I I I I I I . � . 11 I . I I i I . I I I 1, I I I I ; Dale E. Holloway, Regional T I echnical Manager I I . I . . I I FOG Load Capacity (lbs) at 99% Efficiency 2817 � . I 1, � I . � IAPMO R&T Lab I . I � I I I I � ) � . � I � I I I . Approval I : I I . I I I I ,. I . i � , SPECIFICATION SHEET . . I ; I I . I . 1. 1, � � ! , I I i: � . � I � � I i . i I � I � Manufacturer �� I � Schier ! I : I I Signature. I I Date: :::] �.-p.ny. �. I . I I I I I I I I . I � . I I I I I � I . I .11, � I � 11 i I I I I � I ASSEMBLY NUMBER DESCRIPTION: I I 11 . I � - ,� � I I I I I I - Model No. I I GB-5WB , ' I , I � I I I I I � . . I - I � - - I � � I I-- 157RISCHIER I Specifying Engineer I Engineering Firm I � � I I I I I I I I .1 I I - ''I : I � DErA1L0FGB-500-BMTH72" - , I � I � . � I I . � � . I I I I . 1 3" Party Certifier (Le, P01, CSA, ASME) . ASUE Al 12.14.3 , ' � I I I ! ___ ______-] � i I I I - I I - �, i � I � . I .. I 11 I I r I I I I I . -_ I I I I 900-1019AF-A-1 EXTENSON TO'SHOW.PIJMPER�IAS � 6 ON* 00'PRODUM I I I : I .1 I I ,� 11 . I . I 1. I � I . 1. I - � I., . War&V91rairl.r.1l" . . L - . I I Interceptor Monitoring Alarm Model No. : I I ' . - . . I-]1hL-iJLJ1L-1LWk7Z_c_11Ir t";Clilz:li-.Tjr:T-r.i'.t(Q.-FTill.fl- fF91r.1C=,11-T:n- I � . � I I I I I � I I I I � I I �, N/A ' I � I � I I I I . I : ACCESS TO ENTIRE TANK' . 9500 Wod erffill R Ded �.,�;. I I . I I I . . I I I I . . I I I I MBER: 20-1E2 . I I I PROPRIETARY AND CONFIDENTRI. I I �. I "I I - I - � O;nr�'.--� SCHIER I r I I PROJECT NU , I � I � iffilial,owertivet,nmiss itivailluolson I StEET, I OF .1 EdfillfIrdcAlle, KS Will j ".. , A 11 rlld, &V And $ -POL- pnom. (/- f- rho tqv" .a Wilb-od .,.@, ffi. mrfml,nli,t� d�r �Wss 1- .f 14 A WO R& T L jA usk, s offi I � staled . M ebsentrtfilft ("r M01'"d ' . Interceptor Monitoring Device Model No. , I N/A I I � I ", I 'Tel: BOM7.7119 . I . , - I I IZM�Ell MEM=111111111 mammm IM1111111111111111111111111 IM111111111111111 1 . I � t I I MIN EML9 MP ONO I WA ERP1100110 R-A I . 1. -oll.1- Pi Moll rWa,tAwlywlyro oet;wolklimriallm tmmdwdammtk,&catAeof,*equaltiy�wf�ooffinibr�kWtkatp,od,-n. owydw ck_r,h� .&-/, I . I I - � . . � � ! 11-0 1� , . , F sc mo-w�m . � . authizked to rcpymdlsrrbuR, dwt, mdlhw �Iykl Its asrkdr;� Alfj,� af Me 14AWO MTLab� for ffm sAk � adwthelmotofft aslfildmArIA prodxt --ft mstlilh;t . I oid rnanv%cturer and rhadel . i Schier Si-75 � I I I I I - I i , � � WG B_ DATt: V14119 REV.- �- e I I I I I � I - i � � 11 I I DATE: 1.29 21 ] - , irlaur Of IMEORM, 0 � 9500 Woodend Road I Edwds,ilie, KS 661111 913-9 51-33GO I ,,hie,pr1uctsm - C.py,igh, 2020 Schi All Rights R.s.d I I I MEEM. I D Y. TEU .� Todd.Uhlenhak I ECO: wilifWahlarpmduntsimm : I beawovedhl, �fthVbf,14FW MrLab. - . I I 0 - I I - - - - - I I i I I � . I � r I I I I � � � . I . 11 I page I of 4 - I � I . . . � I . . ,� I I I I . I T r Sampling port manufacturer and model I 1 4* double sanitary tee w/. 4'cap , I I I I I I I I I I --- -_ -_ -_ - I I I - I I i I � � . 1� I . . I I I � : I I I : I Updated; 7/21AO20' . � � . . I I � I � I I I I I � I I I I . . I I . I � . I - . I I I I i I I I 1. � . . . I I , � The FCD, and samlated appurte-cm on FOG-approsod stamped sheets In this : let -Oct be Instaliv! on.fte. Equivallintor olnillar equiplifitnt is not amepted by this DMsbn. Should th. FOG- � REV 1: 3.1.2021 ___] � , � . I � I I I . � . . � � . I � I approved plan sheets be willed andlor rwind, they shall be stibmittod to the Building Deportmrit, and DERM-Grelfse a"ordinfly for lippro"l. I � I � . I I . i I I � I I I I � � r � I � I I "I I I . � � - - . I . . I � I . . I I I - I I I I I . I . I I I � I I � �, � � I - I � � 1 �' � I � . I I � � I � . 11. i . � . . � I i I � : � I � I I I - I . . � . . I � I.. � . I � I I I .1 I I � � I I r I ALL EQUIPMENT LABELS MUST VISIBLE AT THE 71ME OF THE DERIMI/BUILDING INSPECTION, AND REMAIN VISIBLE THEREAFTER � I � � I I I I � I I I I I I . I . 11 I � I . I I I I � . . . . I I � . . � . I I I I . I I I . I I I i I , � � � I I I , . � I I . I . . . I . . . . � . . . . � I I . I I . I I . : - I I , I I I ; � . I . I 1 4 1 . I . . . . . I � I . . I � . � I I ; t I � I � � � . � I � i I I � I . I I . . � . I � . I �, i i . I � I I I : I I . � I I . � - I - I I ,� I . . I 11 I . I I I I i I I I I �, � I I . I I . �. 11 � I I I �� : � I I I � � I � I - . I - . I- . I � I � I I . . I I I I I I I I . I I I . : ! . I I I � 1� � I � � � 1. I . ! I I : I - . . � I I , . � I . . I I I . I I . I ,. � � I I I : I I I . 11 I I I I I I I � I I � � � I � : I SHEET TITLE � I I � - � I I . I . I I . I I I � I I I I I � I ! ; I � I I � . I � I I : � I I - I I . I I � � . I � � I - � I � i I . I I . . . I I I . . I 11 � . . I I I I � � I . . . . . ; I I . I I : . I I � r I � I � � � � I . -1 . I I � I . , I I I I I I ,� � � . I . 11 I � . I � I I I � . 11 .1 I I . I � I . � I I I ! � � I - ,� . . I � I I I . I . ; ; � : : I I I � I I . I � ! : ,� I 1, . I I I � . I . . � I . . ; I I � I � � . I I � I I I I I I I . � , � � � I I . 1. I . � L I I 11.1 . . I . � I ''I I � � I., . . I � � I . . . . 1. ! � I ,� � . , DETAILS � I � 1. I � � I I . I r . . , I .r I � I I .. � . � I I I I %% � Riv"f�-,"',ir�, . i : . � I ; . � � � . . . I � . I . . I I . .1 %:il \S1 , . � . � I I . � . . I , % ,0, I r I . . 1. . . I . I I I I . . I . .. - I .1 I . . I I . . . I . I . . . . I . �% V ll"GEN " 0 �* I ' 'L . � I I I I . I . . . I . ."111111111jil, ,%. 4Q �-� & *-. ty, ��f 1 . � I � I 11 I I %% ,. - ,\ 0 I I � I � I � I I 0 XS%_ R I V,,,.�N, Digitally signed by Daniel - : 4� .. 1. I I I I .. , ...... ,9, �, , -- - I I � I . _�X, , I L % . .. .. I k I , I � I I � I � . � I � V� -`;� E IV'* - 0 If Riveros , I I . % . No 73162 . . -,O ,- I ! , I -----------IN SCALE: AS NOTED I 8 e..- Ift : I *. * = � 4 1 1 1 � I . . I I . I . 4 'O .,�,'% .yi I I I I . I I � � � . I I 4� _* . "I- DN: cn=Daniel Riveros C=US =*, . ' �� I I I I I I . -- .* .. . � - : * � . . I I I � No 73152 *. , . . = � . . � . � . - � I I I I I � : . I I=Davie o=Pear Engineering, = * 11 . i I I I I -'DANIEL RIVEROS, PE I - , " I I r � � I . I . I . -- * .. . 1. * - -0 % 09/07/20116 - : 0: . I I I = . , * . I .ft � I . I I I : -': * 40 , , . . � , . � . I : --IV,. I I . :it - . Inc. e=daniel@peareng.com �.-. -p *. . STATE OF .- % I � . . . I . . I - _ I � � I I I . I I I I - I 1, 0. .,Q% SHEET W I . . w -' Reason: I am the author of. , *- . , - � ; . I I I I I I � S-P*. STATE OF . - .. AN . .10c, It-. ** .�, I i 97.21 N Oak Knoll Cir I � I I . I I I . I � ..01 I . , . -1 I., I -.�.% I I . I. ;,,x,. k .�, I I . . I I . . I . . . I . I . . I I l?. ." 4r/J "r , thi I � '*'* �$'*-- Z 0 R I'D "* %' ' : . I I . . . . . I �. . .1 . .1 . I 11 .. . -Z, is document . e, I 1* - 0 Nl� , : Davie, FL 33324,1 � . I . L N e, 6 � , I .. , . . . 11 I . I -' ;$'*' 4 0 R I 0 " \ tl�,; &/ , % I I . . .. I .1 I . . . I I � . . . .1 I I . . . . 0, ,,S� ". '�411 � � Location: Davie, FIL I � 1tv N i � I . I I S ,O!c ,0�,q, 0 N A%- ' .(954)6 L � , . . � I . . � . ' �, 'CiNffi-'C� %4%� , 1%�%o ''i i 12-9591 �1: ' �5:'6 V5'2 - __ Pi n t e LCi o r s \ �_l I EAR \ \ I , J 1% : M-1 \ L6HOR " , , , F�T 7A T\\\ If , N R I 'T ' �' \ \ ��N 91 �:*�1_11 610 ) wt W,?, 1W 0 - /I , V�,_� , "' / U, .1 r I rr :�rr�Al t - J /20 q.-:01'e. ) __" ' �7 '�' � � '�' !F �4 � ' �" J AA- C - * - - � .1 lrdewmm or R96758 ),-. �� . .� , I I I deadirkin anchor poyElsterstrop I turnbuckle - I I : . . � . . � � . . �";,,, I , I I I I it % I ,,,* , Date: 2021-03-01 16:39-05:00 r I I I r � I I � I I I : : . I.. .. .. I.. ... 11 .1 ,:.. .1. .1 � - .. �. I I 11 �. � I i I I P*3 I � � I � I I . I � I . . . . I I . I I . . I I I I IL I- 1, � 11 . - � 1 I � : daniel@peareng.com I � � I I � � I , ; , DANIEL RIVEROS , ,i I � I � I I ! I � I � � . I . � I I . . I . . . I . . . . I � I . ; , I � � I I � � I I I I � . � . I I I I I . I . . � . . . . I � �, I ; � � . I � : I . . I . � . � . I . . . . I I . I . � . . . . I . I I I I I I I I I I I -1 � � I I . - FLORIDA PE #73152 1 1 1 ; I I � I I I I L;; ! � - . . I . � � I . I I .. �, 1 I I I I � 11 � I . 1. I . I 1� I I I I I I I _M,A,e_s.___.__._ � � � I r , C I . . I . � . . � . I . . I I - ---'-'--'------' I � . . . . .. � � . � . g � 1 MMUSr�YlSES I . . . . . � .. I . . � I . . I , -1 .- . - --- I I . . I I I 0 Florida Buildin , '. de � : 7th Edition __lA.._._____P_ We- eft-9 ZF41q �____ I I I � . I . I CODE IN EFFECTo - 2020,� � 0 � � 0 . - __ I . . . 1 I 11 � 0.17 P.3 INTERCEPTOR DETAILS 003.pdf Examiner � e : - . : . � � I . � I I I � I I . I � : �, . . � I I I � I . � . I I � I I I I . I I . 1 7 � I I , ; I . I I I - . I I I � . I � f I I � - � . I I . I I I I I I � . I I . I I I , I I I � ,I I I I I I . I � I . . I I . I 11 I I - . � I . � � . I : I - I . I . I . I I I .. . . I . I . . 1. I . . . . . I . I I . I I . � � I , I I I . . � .: � . � � . *so* sea 0 0 00000 I see � I I . I � I I I � : I I I . .. .. . .. . . . I .. I . .. I . . I . . . I 1. I 1, I . � . I . �, I I I I .1 � . . I . I 11 . : I 10 . 0 0 as 0111, 0 0 0 1 1 1 1 1 1 � . � I . . I . . I . . I � � I . � 411141,41, 1111 0 0 0 0 0 * 0 . I I I � I . . . . . . . . . . I I I I . . . I : I I . � i I . I I 1: 0 6 0 0 0 0 *0*00 I I I ! I I � ! I I � I . � . . � . . � . . I . . . . I . . I . . I . . I I I I I I I I I I I I I � I I 0 a 0 1 � : I . . I . . . . � I I , .1 I 'I, i I . 1 I 0 . . wwou I . I I I � � � . . I . � . . . . . . . . I . . . . . . . . . I . I . I I 1. I I - I I - I . . - � � - . I � . . . I . . I . . . . . . I : . . I .1 . I li I � I . �. . . I . I I : I I - � � I . I � � . . . . . , I . I ! . I I I � � . � � - I � , , I � I I � � I I I - I I I - I I I iI I I . � I I I � I I � I . � . � I . I I i � I I I . . I I � I -1 I I . . I � � I I I � : � 0 000 0 000 0 0 - I � . I � � . . . I - 11 � I I I I I � I I I I I - I % I --- I ! 1 1 . � - I I :, : . . :, : 00 . 0 : 0: I I I I 0 1 1 � . SPECIFICATIONS � I .1 I I ! I - - - I . . .1 � I I I 1. i . I I � I I 4111 0 : :,: .: 00'.1 I � � � I ' � � . I I I I . I � I I I 11.1 � .1. I I I . I . 11 I 11 � I 1. I I * 0 0 1 � I I . � ; 0 * I , � I . I I . SPECIFICATION AND, SUBMITTAL � NOTES I . � I I � - . I I I I I I I � I . : 0 0 s . . . I ; , � 1. 4"FPT with 4"plain end adopters, single inlet TOPVIEW I I � � I � I � . - . � � ': I � I I I ; I � � I I I . ; I - I I � I I I � : i - : � I on 15-3/4* � � � 1 3' diameter pumper , , � f'L,_ I I � �, . i : � . . . 1 2. =jtj wtrelpiglehot Mleftcast iron cover: 190 lbs.;, . . _1 I I I : , ______Jl . i I 1 50 GPM 99% Efficient Great BaSin' indoor/OUtdoor � . w/composite cover; 135 lbs. (For wet weight . . . r, Outlet A . � . I . I � I I . . , � 3' diameteIr pumper . I I : � - � � add 1,043 lbs.) . . . (Optional) I . . . . . I . I . . ll i . I I , . . I I I I I I I i I 11 � I I :0 0 0 00000 00009 : 0 0 0 0 1 . . . . I . � bsetepresentation I I I 11 I I I I & 4 G B-75- BGrease Interceptor I . . 3. Maximum operating temperature: I . . I . . � . I . � . � ho se r ep re si ritation � . I I ! � � � 0000 0 0 . ; I I � I 1 1501 F continuous 1. I I . - I I - I 11 It vi, , � .� . �, 1. I I i � � � I 0 0 0 : V I !i � 33" 1 1 1 1 1 1 � I . I I I 0 1 : a 0 0 , 4. Co=cIties - Liquid: 125 gal.; I I I I a � I � � : I I I I � . I I � I � I I ,I - I I I I I 11, 11 I I 0 * I � . or 0. 730.1 lbs. . inlet I Outlet B � 1, I I l % I i . I I 11, I I I I . I � I I 0000 I 0 00*00 * 4141041, 0 0000 0 1 1 yl� I � Solids: 0 gal. � . . (standard) . . . . . : I . . I . I � � I I I I I I . I I I � . 1_� I I 5. Satisfies Miami DERM 99% efficiency . . � . . . . . I I I III - - ''I I I I I I I . : ! I � I I . recTirements; retaining 823.4 tbs. of grease . � � �E; I . . I . I I I I . � . � I I I . . I I I 1�1 � . I . I � I I at 9 � I - . - I I I I I I � 4 � � I 0% efficiency. � I - . � . I . . . . .." I I I . I 'I', I I I I I I I I I - i n t e r i o r s at . i . S. This unit does not require flow control. . . . . I . I � . . I 1� � , � `ll� // I I I � I � I � I � � 1 P2 I I I . . .� - . I i I i I I � . I . � . . I r I . I I I . � . I I . . I I I - 11 This Sheet Shows you can �;, I A : I . it I 1, I . i : I I "'_� I � . I . I I . I � �. : A Is 7. For gravity drainage applications only. I : ".. ; cm , 0 not use for pressure applications. I H-20 [add rated as/ ater - Outlet C . � I . . I I I . i . I I I I I I I � . ! 13%' 1 � = � I .,: 'Cover placement allows full access to tank for tight pickable cost Iron cover . . . I . . I . . I I . . I I I � I I I � V � , I , easily clean the Interceptor � , : I I I I I '', I I (34cm) . �rofder maintenance, I . (optional) . -1 I I I I I - 1, I � - I I � I 10 ent not re _> I I I I I I I I � � : I I I ediulred unless,per local code. � ' I i � I � E-mail: I - I I 11. Engineer n et and out et diffusers are I I 84-11D' axwith . � I I I I . I with risers longer than 30" � i J, I I � r. ,info@p2interiors.com 40' 1. removable to Inspect I n ping. I I � I � I A ' � I � I I � i � IF I I a . P/' . I . . 72� Wo rth of riser � " I with no Spedal,tools I , 1 1801 BANKS RD, MARGATE 12. Integral air relief / Anti-ci'eh 1 (102-) Sampling access. sip n I � I I . � I ; i I 1, I ; 1 13. Adju�ktable cover adapters provideupto4"of SECTION A -A. . 1. . I . . . . . . I . . . I � I . . I . . . I I . 11 I I 1. I , . , .! �f I . I I : . . I FL, 33063 ; 26%' 1 cidlitional height � , � � � , I I I I I I . . . I . . . � I . . I . I I I I I I : I I I r ! (67 ern) I I I � 14. aFixed Outlet models (�FO) have Inlet and . . . . . I I . 47" . . I . . I . . . . . � . � I . . I I . I I � . . . I I I I . I " " I I . I I I I I . I . � . I . I I I � I I . Tel. (954 1 : I I � . . . . . I . . . . . I III : i � I I � I Label inside on the . outlet permanently welded at the factory in � . o24-1/2 T�YP. -i I . tp . . I I I , �� I . � Fax . (954) 642 2255 ext. 202 A Acrjustqble cover � risers or outside of the the straight -through (8) positions, Safety Star . F . lAnnte SrcdhAinrRellef/ . , I . I � . I � � � adapters provide up to 47 1 1 15. Flow rates are based on 2-minute drain Urne. Access Restrictor . IF, a and . � I I . I . � I I . I . I , .. __ I � , � , Shown herelo scale Is our . � I i I I I I . I I I I I . I . I 7 1 I inspection Pon . I -1 . I �- I I i ; I I I I I I I Of additional helight ! , � r interceptor. I � 10. Screty Star't access restrictor built Into cover I . I � 1A Max riser of 72N height . i � , , I � � � � I . . � Cover Adopter . I . . � . I . I t it 11 . . : : I I . I I I � Architect Seal � . N Thl.sun, I Ifled to z I Vacliaterra vrnts Occidental entry to tanks . . - __L I , i 4 .,b g: , s Cen I g 13- 2- with Up to 47 of . I . I I I I . _. As ...14.1 (Type 0) I � . � . . . I . . . . AdjUstability, I . � . . . I I . I - . . . . � I . . . I N �� . , . I � . . . ; I I I I I . I . . I and CSA 84811. This unit Includes Safety Star' DIFFUSION FLOWTECHNOLOGY I . . I r I ! � I I i 4r I - . . : I � I I I I � � does not require flow control. � (Ttg-) The inlet diffuser reduces turbulence� creates laminar . � . . . I I . � ! I I � � I NOT VALID UNLESS IT BEARS AN 1 33" 1 � flow and allows, the entire tank volume to be utilized . 4 1=1 � . . � I � I � I I I � ORIGINAL SIGNATURE AND A T14 Static Water Line I I I . I I . I . I i I . Satisfies Miami DERM - (84-) 1 � . � for efficient grease separation and minimal . . � . . I I . I � I I . I I I I I I I I I disturbance to existinq grease and sediment layem . . I )' I . - 1 1/2 . I I I I . � 1. . I . . I I I I I I I I � � I . I I I I I � I I I � "I I � RAISED EMBOSSED SEAL � I 99% efficiency requiremenm � . � 25 .1 24 1 � � I . . . . I I I 1, � 1 , � , I I MF;] Product labels are - � I . The integral air relief /-anti-siphon at the outlet 1 -1/27 1 Invert , I � I I - I . I I � . � I I . r I v I I � � . � . . permanently attached to inside and � I ,diffuser top allows pressure stabilization within the . I I I Outlet D ser . I I � I I I r I I I r � �, I � � I unit during operation. The outlet diffuser can easily I I � � I � I � I � �� , : inlet DDiff us I I I I I I I I - . I I I I I � � I . I � - ourside of unit for easy viewing. be attached to any of the three outlets provided to I I I I . � - I 11 I I � � : . - - , , � , , . I i ; I I I I . I I V i��, - I I ease job site piping layouts. I I I � I I 11 I I I � I I I I e, 1- I - 11 � I I I I � � . I I I r I I I I � .1. 1,0 SUBMITTAL I I I j � I . �] I I I V . � � �Z71 1 ENGINEER SPECIFICATION GUIDE I � - 0*� I I I . I I I 1 - I I .1 I � I I � I I . : I I I . - o I - � Standard options � Accessories Schier Great Elasln� grease interceptor model I* I I I � I - � I I I I - I I � , i, I I I I � � 0 . I I I I � I I � I � � , . 0 1 . I . 08-75-B shall be lifetime guaranteed and made in . I . I I I I , I I - I I i I I I . I I � I ! I I I 0 PA J- C44 0 Location: indoor/outdoor .[3 6� plain end inlet/outlet (straight -through) 0 FCR2 >4r- 34* field out riser USA of seamless, rotationally- molded polyethylene. . . - Pated Grease . . . . . I I . I 11 1, t I I I "I I I I I I I � I I r I I � ! I I 1 4 1, _�,, 0 Installation: Above/below grade . Interceptor shall be furnished for above or below . . . . . . . . . : I . . . I . I I � I . , , , , I . � � I � , � I I I . r, CF- _v. � \ with dual pumpout port connections [3 FCR2 (4) �34* - 6X field cut risers � Rrade InstalVion. Int,jrceptor shall be certified to - INLETENDYIEW .. � .. . I . I . . � . . . � - I , , , � � I I � I � . I �. Flow Rate I Grease capapdr. ' 0 6: plain end inletloutlet (triple outlet) I El FCR2 (x3) >64'- 94"field cut risers . . . . . I Capacities for Units � I I . . . . � - , , . I � I I I I � . % . 50 GPM (32 L/s) / 730.1 tbs (3SI kg), 100 gal. (379 L) [I 6 MPTinlet/outlet [3 CA2 Adapter for 24' corrugated . . SME A112.14.3 Type D and CSA 8481.1, with . . I . � . . I . . . I I I / � � I . � I I I ; � 0 0 * . 0 Retrieval Efficiency at the I � adjustable cover adapter, Safety Star access :. . _ 33* .- . I Piped in Series . I :. . .. I . . . 1 2;* . I I . . i : . . . I � I � . I I I Rated Capacity. 98,67% i I (stainless steel, straight -through) pipe riser . I . restrictor built into cover adapter, and three outlet . . . . I I . � . � . I . I � - I I I I I I � I I i I : . - 1 .. I I I a 0 99% Efficiency Rating: 623.4 lbs, (283 kg) 0 -Fo (fixed outlet) 13 PP3 Pumpout port options. Interceptor flow rate shall be 50 GPM. I I . . I . i. . . I i I I 0 AR96758 . . I t I I I , I ,� I � I Interceptor grease capacity shall be 730.1 lbs. A-- I I I . I � � I � I I cerlifled grease capacity 99.0%efficiency [3 C241112 Composite covers� 13 AKI High water anchor kit . I . . I Removal Efficiency . . I I I � � I I I � � . I 0 0 1 1 1 . Cover shall provide water/g No. at : . I . I I I � I � I I I I I -down kit c as-.tifght Seal and have I : . I � ,. I I I I I I I I I i , � I I . I 0 Z goldii Capacity: 0 gal. (O L bolted 24'gaslwater tight, [] ATDI Cover adapter tie, apa ty. . � . . I � I I I I I I I I I I , . : I " Liquid Capacity; 125 gal. (473 L) traffic load rated for 16,000 lbs. [3 PLAIN-EA-24 27 plain end fitting minimum 16,000 lbs. load . . I . Units in 50GPMI � I I I I . I 1, 1 : . I I . . . . A: I . I . I I I I I I 0>0 - � , �, ov . - I � . � . . series . . I 11 I � I � I -i I I I I I I . I . I � I I - Weight: 215 tbs- (98 k9) 0 PLAIN-EA-34 T plain end fitting CERTIFIED PERFORMANCE . . I . . . . . . 99.0% : � � 12 - � I I Refer to � : I I � � . . - , Connections: 47 FPT with 4- plain end adapters, � � . . . I . . I I � Ounfing Oans for mare � � 1, I I ; I EI FPT-U-34 4* x 3' FPT fitting Great Basin- hydromechanical grease Interceptors . ; I ''I I � : . I 1, I � I I . I . I � I I I I I 1 % I single Inlet and triple outlet [3 FPTEA-23S'x2" FPTfittlng are third party performance -tested and listed by . Q 1 2 1,248.8 Has. I I . � I I I I I I I 1� I I , I - Cavenc Cost Iron cover, pickable 24* gasMater � : I � . I . . . I I I I I I I I , � � 1 �, I I � � � I I - _1L -load tested to 40,000 lbs, � I El CO2 integral membrane IAPMO to ASME #AI12-14.3 and CSA 8481.1 grease . . a 1,870.2 lbs. . � I I I .1 .:, spedfics details I . i I I , � !S�7L tight, H-20 roted, proof I � I Interceptor standards and greatly exceed I . - I .1 I 11 1� � " .1 I � I r4 � � I � I I I I I I I Access Rostrictor Safety Star' (450 lb, rating) damping collar kit i I I � I I I � I � � � requirements for grease separation and storage. . 4 . 12,493.6 tbs. . I I . � I � . � I 1, I I I I i I I � I I . I ; I � I I I � I � � . built into cover adopter , I i . 0 PDKI Philly drawolf kit Th re�to-pItpn1.1ci the Uniform Piumbing Code . . I . . . . � I . . . I I � . I - �, I . I I I I I ,�, I I I � - I I . . � I .n7tge I far. ,or, I ". mbing Code. . : . I . . I . . I I . . I I I . . I I I I I I � - I I I � r " - . ,� I i I I I � . I I I 1 ! I I . . . . . � ! . . . . . . I . I . I I . I . I I I . I . . . I � i I I . I . � . . . Approval : - . � ! I E40 . . . - I . . . . . I � , il, � 1 1� � . . .1-1. . . � I : I I r A --I I I I I ! 1 : ; � 4 1 . Firlature. I DaW i I Company. I - � I I ! � , , I , � FLORIDA ARCHITECT � I I I I I I I I � . MTAIL NUMBER DESCPJPTION: 1. . � i . � � ; . I I I i I Engineering Firm � I I I I ,� I I � I I I I I : � . I . I ... 1. . . . I., I . . I . I. . I Specifying Engineer: I � ,�. I I . , . � I i I No. AR96758 I I � . . � � . 1, ' '" - SCHIER i. I I � � � .. I -_ -_ - - -_ - - - - --- - - -_ -_ -_ -_ - --- --- - ____ --- --- - I I I I I . � I B- I I . . � I I I I I . I ; I .DEFAILOFAG 75-BWTH72', � , I I I - 1 ..900-0162.. � PRODUCTS I � I I i. I . � i � � I I I I I I .1 1_1-ij � I . . .�. I � EXTENSION TO SHOW4PUMPER.HAS I 4 No I'l," o" L'A Film � � , . � 111f.1.1JR0111 1:�J, _I;A1L-,1ZFI1PA10 ;M=r-]Zrzlqim�� : I . ... . I I C - = �_=,,,�� - i . . . I . ' , I . . i � ARCHITECT OF RECORD HEREBY EXPRESSLY I i . i I A1,CC.ESS TO..ENTIRE TANK DURINGPIUMP . I '' . I M Wbodefitl Road' � � . . I . I I � 1. .1 . i ; . I � IIAQIIZIWAI,22�111 I I r`_� SCHIER 0" - . ! PROPRETARYAND CONFOENTAL . . Edwasilille,KS 66411 1 1 RESERVES HIS COMMON LAW COPYRIGHT � O'� SCHIER . 0 1 , SHEEL' 1 OF I 1 , I I I j"k, 113C�11111 �=1111111111111111 mma= �� 1=11IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII i C's. , cmzmc��FV,Tf-T?.X.wv?.�� rPT.rAr:71";MT,Z --�� ! . I I i . "INFOPwitic*mmnm7mnoKwmlb I . I . . I OUT .: ' '' I � I I � 'Tel: 8M.&7.7119 ��i � . � . � I . i - I I . � . WEN to M F 11111yof ICNIER Pill= 1. MY . I I � AND OTHER PROPERTY RIGHTS IN THESE � I . i . I I I I I I 1, I I I 11011-1.1,11-1 I l��.,��lilt,KS661111913-951-3300 I schiwp,�,mcom . � IVAMMMUG"IM& I - , . I , Fax: 8DO-827-M T . I I ,� I I � � � k �py,ight 2020 S,hi,, P,,d,cts C-pany i � 9500 W..d..d P.-I I Ed.-d-ill., KS 66111 1 913-951-3300 1 hi.,pdt...._ -� C,pir,ight 2020 Schio, P,od,ct, Co-lo-Y . i M11111711a. DVN BY: TEU � DATE: - REV' - ` � I ECO: vififfirshierprodudsnm PLANS. THE DESIGN AND DRAWINGS ARE i - i I I . . ! . . I I I I , I I . 1� i . 11 I I . � . � - ___ ; I I I . - - - --- - ' I � . � I I I I I � ,� � I � 11 I � ODUCED, COPIED NOR . : i . 'pagelof4' � - I . . . . . page 4 of 4 1 i . I . I I I . I . I . I . I " I I . I . I � � I I . . . . I I I � 1. I I I I � I . . . I I I I � I L . - - I � I . � . I I I � : � . . I � I . I I I ,_ . I I I I I I � I . � I 1, I I i CHANGED IN ANY FORM OR MANNER WHAT . . . 1. . . , I I I � I . . I . . . . I . . � � t I I i � . . : . . . I . . I . . . 11 i �. i , I � � SO EVER NOR ASSIGNED TO ANY PARTY � - I I . � . . � . I . . I . . . I . . 4 � � I I � . I I � � i I I 1. . . . I . .. . . . I . . .1 . I . . � I . I .. I I I I I I I WITHOUT FIRST OBTAINING HE EXPR SS I I ; I . .. .. . .. . �. � SPECIFICATIONS � I . I I � i /A\ SPECIAL PPECAUTIONS I � I I � . . . . I I . . . . . . . . I . ; � � . . ! i � ! I I � WRITTEN PERMISSION AND CONSENT OF i I .7 Install Anti -Flotation Anchor Kit 0 ONLY . . . . . I � . I L I i . I For Schier Grease interceptor Installations - Failure to follow this guidance . I � I I I I � � I ; . . . . I I . . SPECIFICATION AND SUBMITTAL . NOTES 4, 1 � I : OSCAR CABEZA, i voids your warranty � I . . .. � '. .. . . .. �. I ; . I I . .. 1. � � I TOPVIEW I 1 � " I I I �� I I . . : I . . . I . . I . . . 11. 4* plain end Inletloutlet , I . I . I . L - __ - - - -------- I : I � . if the installation location is in a . . � ,� �: . . . . I . � I . I I (field modifiable to 6' plain and) . . . . � I . I . 11 I I � . . : . � I . : I I I - � I I 4 1 Max water table height for direct burial - , I . I � I I � . 1 2. Unit weight 9 lbs4 � I - 24-IIX � . I I L � I high water table or at risk area � : I I � � I I 1 4 � � ; . - . . I I I . . � I . I � . . � I I . I � . I . . I L 3. Maximum operating .temperature: , I I I � - 11 I x . I I I I I I I DATE . ISSUE Secure Cover Adapters � Below Grade installation Slab Reciltdrements � . . . , I . . . I - � I I I ;I I A concrete slab to finished grade With rebor is required when Installing - (including but not limited to tidal . 65 Gallon Billy Goat"Incloo utdoor Kitchen Solids Interceptor I I � 150- F continuous I I I i Cover adapters must be secured I I I . rge areas, floodpidins and areas . . SI-50 r/0 I I I 1 4. Offset connections - I � I � I . I I . . . I . . to ba I .. 11 S . . � . . 1. � I . i . . . . . I I I . 5. 2 rolls of 33"x 2' butyl mastic tape provided for � I . I H(S ! . I � I . . se units in above grade interceptor below grade, � . th,lat receive storm water) the. . . I . . . . . : I I I . . . I . 4 ' ) : I � installations with increased head � . . I . � . . .. I . . . I . . I . �. . . . . I . I �. sealing bufli d-your-own riser joint& . , ' L A I I 19' A , i I � - pressure conditions. Use cover I Reli f- "bar F ar Imin. IL GB-75 must be installed with . I �, I I � I I I I I -down let model ATDI __ I- --w F8k*1rbrj"' 011ab r . I Schler model AKI anchor IdL . I . . I , I . . . . - , r � I � 4 � _ I � f , ! 1; I adopter tte I .. - ENGINEERSPECIFICATION GLIDE , 11-5/8* __ ___ __; I-_ , I � � I : . _1 � i I . 7 , � I � - I . . . . . . . . . . I . . I I . ! 01 C=300000ME= . � I I . I I . . I I Schler Sewer Viewer- sampling port model# SVIO I I . a I - I I � - � i i � . . . . . I St . I . om . . . I shall be lifetime guaranteed and made In USA of I I � . file . � z I I I I � � � I . � . . . I . . . � � . . I . . . I � seamless, rotationally -molded polyethylene. I- I I I � - . I I . . . I . ( am I I . I . . I I I . � . 1:, � High Water Table I � � 191 AK1 anchor � . . I 0 Y2 -1 � . � I I Sampling port shall be furnished for above or below I I I . 4 � � . � I I . . . . I grade Installation. Polyethylene cove shall provide I � - installations i mail Water table height : Pedifeutan'trafficia Vshk-AiltaTraft Atom I . . � . . (27 cm) .. = I wafer/ ga s-fight sea I and have maximum ., I � I . I . I I i . I . Interceptors and risers are not � for direaburkil ----i Greensiffice Arow; I . . I � . I I . . . . I . . I I I . 116,000lbs. load capacity, H20 Rated. , I I I I I - I ; . ! � I designed towithistand water table � I - I I i � ; I . I . : . . . 1 28%' . I I . I .z I 11 1� � � I I . I . I I i � � I - 1 height in excess of the top of the I . . . � . ,. I . . . . . I . . . . (72-) . � . . I I I I I . . I � � -A I . I � I . I � � . � � � I I I unit when buried (see figure). If it is installations with Risers , � . 1. . ... . . . � . . .. . 11 �.. . . . . . . . . . I .� . �. I . . . I . I I : . I . . . . � . . I � . . I � r , SECTION A I I I � I I I . . � I i I . . I � possible for this to occur, Install the ! 18" . I I . I � 11 0 II-lj4- � I I I I I I � I I interceptor and risers in a I . � 3 FCR2 Risers Max I � . I . I . I . . I I (46cm) . I . . I . . I . I . I I � o ��09 :::t . � I : I � I I . . . . - . I I . I I i I . water -tight concrete vault or, I � Max Water Level 8 Backfill and Finished Grade ONLY . . � � . . I P I . I I I I 1. I I I - - � . . . �_ r backfill with concrete or flowable fill � . t I I . I . . . I I I . . I . I in . � I I I L I � I I �� I 11 , , � I � � . � (wet 11--te and flowable backfill ; . to retain water I I I . . . . . . . � . . . . I I . . I I i conc � y" I I I � �, I � I I - . should be poured In stages to I anchorkit 11 � ��*� L I Backlill � . . . I � � , �p2,",� 1 DO NOT COMPACT BACKFILL . I , . � I I � . . . . I . : � I I . I �_f--;J-� �;,,, 0 � � 0 � � I . . . . I �. T "I I i avoid crushing the interceptor). At ' 1�11 4 1 1 . � 0 . � . I I . � I . . . �.Ilyll . i � risk areas include but are not limited to ticial surge areo4 floodplains I ;��,; , 11 I M?11_:�_, -L-an- . . I I � - � . . . I I I .1 I I . I � . 1 10-1/4' 1 14-11T : � I i.1. I I . I L I an areas that receive storm water. Great Basin' Models that are direct ", I I - . I . � -_ .-..Gtyswr- I . . . . � . . I � I . � 11 I I buried in high water table scenarios must be installed with an anchor kit �Mi�l I I . I I I � I I I � 4 j : I I � � I . I . I model OB-75 uses model AKI anchor Vit I i ! I I . - I � : 3r I � . I � . . I . I I � I I I I I . � I i I , I �. . I * I I * I I � r 32%7' 1 � . . (94-) . I I � � . .1 I . � � 1. I I I : Hydrostatic/ I L � I I I - I I I � (82 cm) � . . I - I I � � I ! concrelle Slob subject to hydrostatic pros -_ .. I I I I . I I I I . . I I I r_ I I 1-IN I N. *:.*..*.,.*.*.*.,.-*.,.*..:.*..*..*...* IN. *xJ*..*..,...*. . V. X*.:-.!*. * V.-N."N."..".'. . . . I I ''I . I I I . r2' offse . I � . PressureSlobs �,w". . . I I . . . . . . . . I I I . . . I : I . . . . - , - I . I I I I When installed under a - _11r; . . . I . . I . . . . . . . . . . I I I I � hydrostatic slab (slab I - 7, �," `�', I I Fill unitwith water for stabilization and float-oUt prevention. Backill evenly around tank using crushed aggregate . . . . . I . I I I � I I I I I I � - � � � �, ': 11 I I I I I , ,t R� (approximately 3/4" size rock or sand with no fines)or flowable fill. Do not compact backfill around unit. � � I L I r I I I - I , I . I � .k�,,�, " � . . � . . I I I designed to withstand I � . . . . . � I I . I I SUBMI17AL . I I . I . I .11 I . I I I I , , 11 I . � - 1 4� . upward lift, usually caused -___ . I . . . I . . . . . . .1 . . . . . . . - I . I � � - .1 - , I I I I I I I . . . . . . . I � � I I I I i �z ,��'. I I � Q) f,r) I I . � I � I I . . Standard . . Options , Accessories . I - I I I I I � I I 1 , : ,�� I � I , by hydrostatic pressure) 'I . F, I I I I � . . . I . . . . � I I I . - I . � I I I I 123> . I I � (1) ,1_ ", _� ;_". � � - . . . . . - I I I I I I I I intercep- .. _____ - � corrugated Riser Pipe CA2 Pour concrete slab to finished grade . . I I I � Location: Indoor/outdoor - 34' Paid out riser I . I . 11 I I I � I . I i : I I : � 01 � : I i Requirements I 0 . . . is* _� . Is" I . . . Installation: Abovelbelow grade . . 0 C241112: Composite cover, [3 FCRV>41� I I I � I I I I I . . i I I . I I �t ,� &.- . enclosed In a watertight 1 4 � I TOPVIEW - - I I bolted 24'gas/water tight E3 FCR2 (x2)- �34- - 64- field out risers I : 1, I . . I ,� � 1, , � . I I -�-j � ! . �� concretevoult. ; I Riser adapter model CA2 must be � I I . min � I Solids Cciimck�r 53 gal. 201 �L . I � I I I � -) I 1 traffic load rated for 16,000 tbs. [3 FCR2 (*3): nm'- 94'f laid cut risers . I I I ! � ---------- i ,!� S) cn N I I used when installing interceptors I ------ = ,--- -- I � _,!� i 3 ; using 24'diameter corrugated I I. --r--j--1- --T7::,:1 Iii- . � Liquid Capacity; 65 gal. (246 I) . . . . [3 CA2: Adapter for 24"corrugated , . � r � INLETENDVIEW SIDEVIEW I i .1 � l_1 N-) � 0 1 Concrete slab - 1 I I . i i . . � I I I . I I , . I I . � i . I . . . . DONOT I . ,C?-- --- -_ ,;D , J__ __j _.i;_"lI M . I . Wolg 148 Itis. (67 kg) . � pipe riser I . I . I I r . I I . I I I . I � I I I t'1�1__ I Carar a: 4'FPT with Xplain and adopters, � I I COMPACTOACKFILL I 1 p pe as a riser. This will adequately . . Re r . . .--L-- __ _4 " . � .6. � . i . . . .. 0 AKI: High water anchor kit . , I . . . � I . . . . I . � . . I I . N i i . embed the cover adopter in the , - I -1 "1.4z -1-1-t-4ij t single inlet and triple outlet I 1 [3 CC2- Integral membrane I I I . . � I I � . �� _j :Z4__ 0 , . I I I L I 11 . i MECHANICALLY i concrete slab, preventing I I Z� . �. -- 7v -,* I . . : . . . . . . . I I r � I I I I 1`11) I I - . , � . . *, . " I Cove Cost lron.cover,pickoble24'gas/water damping collar kit � : I-, - I Compact by , cover/cover adopture failure i - I . � . ___ - I ( . I . I I tight H-20 ratecl, proof -load tested to 40,000 lips. ! . . . [3 PP3: Pumpout port I I � . I . . Riser 6"Connection - ilr0crinectlon , I r__ under traffic rated load& I . - � I [I PLAIN-U-24, 2� plain end fitting I I � I I CutUne Cut Une . � I Out fine I I I - _0 - I 10- bi'2 '_ - Access Restrictor., Safety Star' (450 lb. rating) I . I 1- I hand only � . ", i . � I I - I I � E__� .- 1, " I I& I- i --'I,.,- '171, � I built into cover adopter L [3 PLAIN-U-34,3"plaln end fitting I I . I I I I I I I a . . I I I I � I V, L I � I . I I ____ . , ' I I I I i � I I I . I I .1 1 � � E ij En 8 8 I `-, - 1.1- , __ __ _j -1 -*'I , ,:I nuin � I I El FP1TEA-23:Tx27 FPTfitting I I I I t' , I ; I �� 3: E L-Li - ii + I - I-. --t ....... 411 lir I Ir � 1 [3 FPT-EA-34* 4! x 3"FPT fitting I , - 11 � I A a 8 , - , 1 . j _.l-'.., , . I !� U� 0 __j � I � I -------------------- ::-- - -- I � I I I I I I I I I ...... --- F r . - I I � I I I I . . I I . . I I ,� � . . I S" I . . 11 � .- � � I � . I . I SCHillit I ! - � . . I - I ; � � . I ,� I LL I "I I I �� I . r 1 1�4 � < I � � � - I � I � � . � I I I'll I � I � I I �t I � I M 7E z4z: Ll- , � I . I I . � � I I � I I I � I . � � I � � I � I I 11 1. I ,I 11 ,� I � - 11 ,� I I I I U Vehicular Traffic Areas. � I � I � I I � I � � � I Minimum 8" thick concrete slab with tabor required. Thickness of concrete around covers to be Approval . : I I � � I . L 1 I i I I = .-- U � , I I . 0 I I I I I I I 1� I I I � I � I . . � determined by specifying engineer. If traffic loading is required the concrete slab dimensions I � . - � - I � I � � .. I I I I . �, . I - I I I I I I i I . M 4� 0 , 0, � I I � I : ; I - shown are for guideline purposes only. Concrete to be 28 day compressive strength to 4,000 IPSL . . I I I Signature. I Dole I Company. I . I . . I I � . I I i j U � N D _,-, _ I : � Use No. 4 tabor (o 1/2') grade 60 steel per ASTM A615: connected with tie wire. Rebor to be 2-11T . . I Specifying Engineer. . : Engineering Firm: . I . I . I . � � - _. - I I � DO 0 (1) < I I I I . I � i t �� 4 . I � I � I � I I � I frorn edge of concrete and spaced In a IT grld,wlth 4' spacing around access openings. I I � I . I . I I I � I I . . I I . I I � I I " I . � I Ln v) Q:� _ - - - __ __ __ - - - - I I � I I . . -_ --- ____ - - --- --- - - _____ _____ ______ -_ I E-4 :2 - I Pedestrian Traffic or Greenspace Areas: . � I . : � I I � I � . . I I I I I I � I , I fr-MrTI, �111111111111111111111111111 � Minimum 47 thick concrete slab with rebar required 11 I I I i � - - - I i � I I . . . . I . I : 1, I i I � I LO"M.IVAO.MO.�� . I . . I . I I I � I I I 0,&SCHIER - . ()SCHIER ��111111111111 I i (7`)SCHIER 1�11IIIIIIIIIIIIIIIIIIIIIIIIIIIII E4 U) , i . I � . I i!.., � : I : , . . I I � I I I I �1� Fit, 10IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 'i � U) �: mao��mmm��r-IT � .�� : � I � I M-IMEV-.IMMINS��".-TM-TATR.",. �� I I � o��MMOur-�� . U I I I . I I I . . I I I � - 1 1�4 , I I I - I I I 950OW-d-d R..d I Eddil1,KS 66111 1 �151-3300 1 hi�plt � C,py,ight M20 S,hm, ,cts Company ! I I � I I . I � 9500Wd,,dRd I Edd,,W%K3Wll 1 913-951-3300 1 hr��, � C,py,ight 2070 S,hi,,, All Rights Rrd . I : 9 500 W R-d I Ed dilll .S .6111 1 913-9 51-3300 1 hi�p t - � copy,ight 2 Om i All WqM, R--d I I PL� �� ;I . � � . I � i � 1 4 - ----- � I Schler 1 Ga-75 Installation Guide � � . I . Page 9 of 9 � I _1� I I I -i , I � I I . - ____ --- --- -_ _____ -_ - - --- -_ - - --- I I I I i-� - P4 �4 1 1 1 . I � page 3 of 4 � � I � I I page I of 4 1 �, � I I I I I � - I I I I 1, page 3 of 3 � I 0 = �11 . . . . , . � . I � I . i I I I I I I . . . . . I I . . 11 . . � � . . . I . . . . I I . I I " 11. I I I I I I I I : � � I , 1 1:41, . . . � . . I � . . I I � I . 1 � - , I � , l:::::l . . I I - - I ". I � I I ; . ; I � I . . . I . I � . . � . . . . I . 1. . . . : I . I . . � I I 11 I I - I I � I I 1. I I I , �:: : . I . I . I I I ''I . . I I I I � � I I I I ; I . I 11 � � : I I ! I ,� I . . . . .. . . . . .. I . . . . .. . .1 � 1. I .1 I . I I .1 1. I .. 11 I 11 I I . I � - I I I I I � I : L I I � . . I ; 11 1 ;1-4 !� , � ol I I I � . � I � I I I . . . . . . I � . . I . . . . I I I I � I � I I I I � � I . I . . I I . I I r I i I . . . . . � . . I � � . I I . . I � I I I I I � - I . I . � � � ! ,. I N N E I , � . I I I � : , I I I i I I 111- I I TEST REPORT I . � . . ... . . . 1. . . ... . . . I � ..... I . I "... . .1 i I . . I I . . . 1. . . I I I � I I I I 11 11 �. I � I I � ''I , 1, "I � � : I . . .. . .. . 1. . I .. . .1 . . .1 I � - I � I . i � ,,� . I I . I I � I I �, .1 I .11 I ; I ! I , � 500 I East Niodelphio Street L . . . . . . . . . I . . . . . . . . I . � . I . I I � I I . - I - I I I � I � I I I I I � I . � . . . . . . . I . . . . I I � o� . � . . . . . I I I 1. � I i I I I � I I I I I I I Ontario, Colifornia -USA 91761-2816 1 1 �, . I I . - I I I � I i I I � I . I �� I I I � . I . . . . � . . . . . . . I . I I 11 � - I I ! I I . I I . I �� '01 I Ph:909.472.4100 I Fox:909.472.4243 I . � , � . i I . I - I I - I I � I I I � . � I T I I : I I I � I . I I I http://www.lapmortl.org I I I I � Report Number: 1757-20030 Project Number: 34418 . � � � . . . . I I I . I . I I � � I I I 11 I I I I � I I : i : .11 I . . . I . . I I I � . I I I � I - I I I . I - . I I I I - � � I I � : I I I . I � � . . I I � I . I . .1 . I . I I I I I . . � I I � I I I I .1 - � . I � , �.- . . � I I I I I I I . . . . . . . � I I I L I I Report Issued: August 121h, 2020 � I . I . . . . . . . I . I I . . .1 I � � I I I I I I I . o I I I - � : � I I � 1. I I I ,� I I . � I I � I I I I - I I . . . - . I . . . . . . . . . . . . I . I . . I � . I I � I I I. -.NOTES. 1. � 1: I I I . - I I I I I I I - � L, I I'll i � � i � � I . . . . I . I . I I I I . . I I I � I � I I i I . . I - Client: Schler Products � � I . � I I � � I I I 1. j I IML11F . � I 1. I : 9500 Woodend Rd. I I . 11GS-7"11 (60 gpm) Grease Interceptor I INCREMENTAL ACCUMULATED I - , I FOG 2.0 RER-DERM Summary Block � I � I I I I I I I wp; : . Test No. Grease water Drop Flow Lbs Lbs Lbs Efficiency Lbs tbs Lbs Efficiency I I . I I I � � � I � � r ; I I � I I EdwardsVille, IKS 661 1 1 Contact: Charlie Ismart � Rate added skimmed (%) added skirrimed retained . I � � . I I . . I : I I . i I I I � I Sink Sink Tinne retained (%) Hydromechanical FOG Control Mike (H-FCD) I I . I I I -All FOG control devices with 36" horiZ. I I � 11 I ' - Isec) (GPMIi � � I . I . � I r I . I I . I . I . I � . . Source of Samples: Samples were manufactured at the clieriffs, facility in Edwardsville, KS. The � 58 2 1 113 50.4 10 0.16 � 9.84 98.4 5W 5.65 574.35 99.0 . I . . - I . I I . . I I I .1 . I . & 48" vertical clearance. � 1 i .. . j . I _ I Required Information Tank No. I I Tank No. 2 Tank No. 3 Tonk No. 4 � I . I ! I . � i � � I I � . I . � I � I I I I � . . I I : sample was witnessed tested by� Dale E. Holloway of [APMO R&T Lab. . 159 1 . 2 110 51.8 10 0.16 9.84 98.4 590 5.81 584.19 - 99.0 . . . . . . I . . I . . I I . I � ; I , I I � . PROJECT NUMBER: 20-1302 Samples are manufactured in good condition. 60 2 51.8 . 10 0.18 9.82 98.2 600 .5.99 594.01 99.0 . . . . I I I I I I I I � I - � � . I I I I I � I I . I . . I I 11. � , I I I . I . , I I I I I I : I 1 50 GPM I I _�. 11 , i I I I * . I � I I 1 61 . 1 .2 110 151.8 10 0.18 9.82 98.2 610 6.17 6M.83 99.0 . capacity brill . . . . . . I I -All fog control device access risers � I �. I � I I I ' I � I - . i I � I I I I I I � � - . Date of Testing: August 101, 2020 through August 1121h, 2020 62 2 1 ill 5144 . 10 . 0.22 9.78 97.8 620 6.39 613.61 99.0 1 - , , I . shall not exce6d 30 inches in heigh t. (leasured fro . . I � . . - . . . . . . . I 11 . 11 I .1 . 11 I I I Al I I � I . � 1 63 1 1 2 � 111111 51.4 10 0.20 9.80 .1 . .630 6.59 . IM.415 . . I FOG Load Capacity (lbs) at 99% Effidency � 623 . .. I I I I . . � � 1. � - . I I . I DIIE: 01.29.2 . . � I I - I I I I �� rise I ! , � I I I I , . r to finished floor level). � . � � I Sample Description: HDIPE Grease Interceptor. � I 1 64 2 1 112 50.9 10 0.18 9.82 98.2 640 6.77 633.23 98.9 1 . � _____ I I � � I i , I I I 1 65 - 1 2 112 50.9 10 0.17 9.83 98.3 650 , 6.94 643.06 i 98.9 . � I I j 1, " 'r I I . 1, I 11 I I I I I I I I I I ; I I I � 1 66 2 1 109 52.3 10 0.15 , 9.85 98.5 660 7.09 � 652.91 . 98.9 - . I . Manufac . turer . I . I Schier � . I I . I I I I I I - I I 1. I I I I � ! I ,� � 11 : I I I Model: GB-76-B (60 gpm) I . . . I I . In tallations are not approved under s'ink or counters, storage � I I I I I r I . 67 - I 1 2 � . 112 50.9 10 020 9.80 98.0 670 7.29 662.71 . 98.9 - . . . I I I . . . . . . . I . I . . . " I � I � I 7 S, I I 11 I I I I � : I I � I � . . . . . . I I I : I Refer to the manufacturel's drawings and installation instructions for more � I I 1 68 2 50.9 10 0.21 9.79 97.9 � 680 7.50 672.50 98.9 1 Model No. I I � % GB-75-B . � I . I . I . 11 � : areas, seating areas, loading/unloading � zones, parki,ng spaces, . : 1 69 1 2 109 52.3 1 10 0.19 1 9.81 98.1 1 690 7.69 1 682.31 98.9 � � I I I . I I i I detailed measurements and information. 1 70 2 . 1 112 50.9 19. 700 7.94 , 692.06 98.9 . . . . . . . . I I I I I . . . I � � I I drive-thru, etc. Provide note .in plans. j .� , � I I : � 10 0.25 75 197.5 . ,� . I I I � ! I I � . . � . . I P Party Certifier (i.e, PDI, CSA, ASMQ I ASMEA112.14.3 . I . . I I I I . � . I I . . I . I : �, '. . - . I . I I I I � I I I I I . � - I Scope of Testing: The above grease interceptor was witnessed tested to meet the 71 1 2 110 51.8 10 0.25 9.75 97.5 710 8.19 701.81 : 98.8 � . I . I ,�, I . . I . I I I " I � - . � 11 : I I I . I I � I � I 1 72 2 1 110 51.8 10 0.28 9.72 97.2 720 8.47 711.53 98.8 � I I I I � . I I � I 11 -Install �co�nponents in accordance with . mcinu I facturer I s � requirements ,,of ASME A112.14.3-2018 "Hydromechanical Grease � 2 113 95.1 730 8.96 721.04 198.8 1 1 1 Interceptor Monitoring Alarm Model No. I N/A I I � � I . � I . I I I I I I � � i I . I 1 173 1 50.4 10 0.49 9.51 1 - I � I �� I I . � I Interceptors", and CSA B481.0 and B481.1-12 "Grease InIterceptors". I � - I I instructions and approved data submittals., . I � - � -1 - I � , i . I : � � . 74 2 1 ill 51.4, 10 0.92 9�08 90.8 740 9.88 730.12 98.7 1 . � I I I I . . . . I 1. . � 1. . . I . . I I . I . . ; i . I I . . I , I . I I I � � I I . 75 1 � 2 111111 51.4 10 2.96 � 7.04 70.4 750 12.84 737.16 1 98.3 1 . . Interceptor Monitoring Device Model No. N/A I I I . . I .,� I . � . I I I I � � I . . . I . I I I : I � I . Conclusion: , The GB-75-B (50 gpm) Grease Interceptor DID COMPLY with the . 76 2 1 109 , 52.3 10. 4.96 5.04 50.4 760 17.80 , 742.20 97.7 , � . . I � � I . I . I I . . I � I I L . . i . I . I . I - . . I I . . . . -_ - . -.1111110- i -_ -_ _ I � . I � requirements of ASME A112.14.3-2018 "Hydromechanicall Grease , � � . . I I . I ,. I I I � � I I ,. I I � 0- eL. V , - - Illy signed by Daniel SHEET TITLE . Interceptors" and CSA 8481.0 and 814811.11-112'iGrease Interceptors"., I � I I . Solid Separator manufacturerand model . Schier Si-50 . I � I . I I � 1 '14,� Riveros I . I : I . .. � I I . . I � . I I . I I ;I ,:0, !A , I � I � . . . I I I I . . . . . . I � � . I I I . I � , I i � . " ,e� ---Gci�, 0 , I . . I � � � I I . . . I I I I . I I i I I .. 'Q..Olv\ se`-O 1' , DIN: cn=Daniel Riveros c--US I � I i � . . I . I . . . , 4% , *. el � I . I � I I . � I . . I . I i . ! I ' ' . * I=Davie o=Pear Engineering, � I I I . . . . . . Sampling port manufatturer and model I SchierSVIO I . � � I I . . . .1 I : � . ' J" No 73152 1 1. 0. . ature below, I certify that all the testing and preparation for this report was performed . . I I . 11 I . I I . I I . � � .*. I *.*! By the sign' � - I I - I . �_, � I I . I : 1. = . . I * Inc. e=daniel@peareng.com I . under direct supervision of IAPM0 R&T Lab, unless otherwise stated. I � . . � . . . . . . . . I I � Upff": 7/21/MO 1 1 1 . � I I t - x I I .- : � * , . =_ ! . � . . I . . . . . - � . . .. . . I . � . I I � " I � I . I � I 11 I 11 . I I - I I � I Z -13 *. � : X z Reason: I am the author of I I I . I . . . . I I � i - i I I I . I . , - I � I The FCD, and flaodated appurtenances on FOS-approved stamped sheals in this set must be Installed on site. EitufWant or similar equipineft Is W accepted by this Division. Should the 1`03- . DET TT Q , I . . . . I . . . � i -, 'A '. STATE OF .'41 I A.L.Uki I . . i i . I i � Z this document i : i � i spirtived Plan sheets be mkied sruffor rMed, they shall be submitted to the Building lllepertrmr� and DERM-Grease accorifinflit for approval. � I 00 ;%,% .1.1 , Location: Davie, FIL . � I L � I I � I I 1 - .. 1/u -Z � I � . I � . I . . I I ,,, , -�- .:� , . I L I �A . ... . � .*, 1 1-1 ;$'*' 4 ORIO '.% � Wtness tested and reported by, i I I I I I I i It � I I � ..,O�'-"Nel_ RIV,j�""'-* I : ,� � 0 ... ** I . I � , , I : � I I . I I I . . � "; -61�,� ........ ;��. �, Date: 2021-01-29 . I I I I I � 4f,; til' .. � 10NALS,o� I , ! I § �__ me . I I .% 13�\ - - - - 0 �* I , ; 'ell'o,"'11110,1% 12:09-05:00 1 .GB-75-B ! I . . . . . . . I . . . I \r,EN,91-. - � I � %,O . �� . i . � .1 I � I 44 . -11', tp� ��- � I ( D,9! z "O"AA ALL EQUIPMENT LABELS MUSTVISIBLE AT THE TIME OF THE DERM/BUILDING INSPECTION, AND REMAIN MSIBLE THEKAFITR . I � e* I 1%; .* . .0 I i - ! I � I I I I I . � I I � 11 I I .. . . .0 I I L . 1 4 1 1 . SCALE: AS NOTED ! ____j � - . �. � % .. ! .0 . .. .. ___1 . � i . � . I � . � . I . I . I I I . I . I , : N o 73152 . I 1. I I % I I : � i I I I . � * I 11 I . . I � � I . I � � . I I I . I . Dale E. Holloway, Regional Technical Manager � . . I - . I . . - * : . . . . * -. . I I � � . I . L . I : - I � I � I I I . 11 I I � I I I I . I . = : * , - : IAPMO R&T Lab I i I I � � 11 � I I . --a: :jr- , DANIEL RIVE,ROS, PE I Report No. 1757-20030 Page 11 of 11 I I 1, � � I I I I � .. . 09/07/2016 � I I 11 ! , I I I I � I I I I . . . . I I .. . -.. 'P % STAT . .. I .�, ?, i . . . SHEET NO. . I I I I � I . I . E OF * QJ -- . I I . : I � � . I I � . I � I I .. I . I . ... . I I I . I I 10 0. � , .*�u 41 9721 N Oak Knoll Cir� I ,-, . I r I *0 I I � I I I I I . � . . , , I I I , I ** � I . � . . � I I . . . . I I I � . � . I � I I I I I I � . . . I I I . - I . . I I . r . . ** � Davie, FL 33324 I I � I I I I . I I I L I I r . I I I I I I . . I . I I . . I . I I � . I I � I I I � � I � I . I I I . . I . I i I . . I I � I . I I . . I I � I I I .. . . I .1 . . . I I I .1 . I.. 1. � I . . ! (954) 612,9591 � : � � I I . . I . I I I . I I I I � I I I . . . . . I I . � I � . . ..� . . I., . I I I I I . I I I . � I I -*O�� I I 1 P93 � 11 . I I I . I I I . . . I . . . . . . I I . . I 11 . , I ARM.1.9 �dWkP1WtW1 i5,r oftrq�rr � pena,.,W-&, 0, -sl%-�,*art .P.-&/- & 14)WO RSTL.t,, .Ma� .*-*-wed, Yhe a.~-M 1-t-.W.nd . . . . . I I . ,� I � I I � - � � � I . I ! I � daniel@peareng.com: � I . I I . I � I . I . I DANIEL RIVEROS , I � I � � I I I � i-o"i A"hi"Wwr *A/ wA, 0 dv 5,��#k ww& A"Ndaud� mr ffld�tw ar " qm#pl mpe* of 5*mAw ff *W1ka1Prvdmft. only1fte Cj�f 0 2&� & . . . . I . I . . I I . . . . I I � 11 � - � � I I I 11 I I I I � I I I I I I � I I I MiaMi Da of Re=l=zv,-,and-TL,v5tlomtLw-ltglr6irrtwu,,IOL""-LTM-ropy.,-, I . . � I . . . . . . . � . . . I . . . I � � I I I I I I I L 11 I 1� FLORIDA PE #73152 ;! :,; "I I � I 11 � " . . � . � . . I . . . I . I - . . I I 11 . I . I 11 I � I � I .- � I I . . . . I . . . I . . . . . I . . . . I . . . � I I .1 I I � I I . . I I � I I 1� I I I .np,.._._�.wem_.. i I i � . . I . . . I . . I �� I � ' '- �" " K �- -' - ` " �- ' " . . . . - I . . - - " � 1- K a - F � W - - -An t;i n t LeCi o r s I I -I 40i ii 11 "se") (0 . . . � I i � I . . . . . . . . I . - __ , I .. I . I . . . . I I I . . I I I . 1. . � . 4 1 '6th. Editio ._._...______ 0 1 r i I � ,. I I . I . . I . . . I . . I . . . . I OR DETAILS.Dd . I . � . . � I I . I . . I CODE IN �EFFECT: 2017 Florida Building Code �'. I I n _... - I - , � . I I I I ___j � � . . . . . I I . .., I 11 1-1 . I . I I I . � � �i � . Examiner Date Time Stamp Trade Stamp -Name � � . . . . I I . I . I I I � I I . I � - I I I i I I I - � I I I � I I I I � I I . . I . . . . . . . . . . � . I I � � . . . . � . . .. I . I I . _� I I I I I I � � .1 . I I ,1 I I I � .1 I r I I � I I I I /2021 1:48:36 PM DFOG .VOID � . I I I � � I I � I � I I I I I I I I I I I I . . � I I I . . . I . I . i I . I . I - � I I I . I I . . i . I I � I I �I . � I . . . . . . � . I . . . . . . . I I . . I . . . . � I I I I � I I �, I I . . I . . . I � : � I , r I I _�, � I I I . . I . !, I I I I I � I I I �, � I - - I . � I . � . i I I I � � IIIIIIIIIIIIIIIIIIIIIIII . . .. .. . ..• ... • ..... ... . • 411 . . . . . 4 . . .. SPECIFICATIONS M L O ES „ SPECIFICATION AND SUBiviITTAL N T SPECIFICATION AND SUBMITTAL 3 diameter urner TOP VIEW H2O loatlr e 1. 4 lam end InletjouaeE at dgas/ 5 • • • y . • • P ••••' ••��• t - 3 diameter u m er t able -. - - ... p p • i h i n _ - • 2. Unttwe t w cost r covers.5t381bs • o 91i Pi [ e • • 9 f 2018 2018 • hose re iesentatlon [ I . w/coin Delta covers. 452 lbs. {For wet weight Inlet A cast Iron covers Outlet A p 7 P 9 e hose re resentahon .... • • {opttorwl (optional) - 1Q0 GPM 99/p Efficient Grease Interceptor add a 541b8. p • • • • • • p a ) • 3. Maximum operating era ature. . s • • Pe TM 'installation•. (�; Q forIndoor/Outdoor L.! V �� B e -S I / � 125 Gallon BIII .Goat Indoor/Outdoor Kitchen Solids Interce for 150 F continuous y ! p t ' t . 4. Capacities Liquid: ai., PO q 9 ' Grease. Z948 lbs, Solids: aL - -. 1 : I . 5. Satisfies Miami DERM:99%efficienc- - _ ,. I i:` - P2 Interiors y Inlet a�aa[B r m 1 I f r requirements; retain 8 7 bs. o ease , 2 e9 9 grease stantlard� at 99.2%e Irian t ) (standard) ff cY B: 7hisunrtdoesnotr uveflowcontrol.4 . A 6002763 t A 2 32 :. ,.. - t ) r n T• For. rave drainage applications I. gravity 9 aPP Y 46 - t j ■■ 8. Do not use for /wears applications. r lOG P 5. Cover placement owsfullaccesstotonkfor l E-mail:info@p2interiors.com P ® . 27m5 o . ®P 13 raper K o _ P Pe _. t ` - 34cm- . 0 Vent of r ed unless per local code, t ) � ... t . ntn ulr a Inte c 180 BA RD MARGATE eq P c outlet i 1 BANKS , t 1� f� , - 1L Engineered Inlet and outlet diffusers are(optional)- I -: 9 (optional) FL, 33063 i r removable to Inspect clean - n 37° P / 40 I. 9 4 642 2255 r I Iref inn sI n ' Tel. 5 12. Inte ai a r re A on Y. 94 drit 9 P � ) 491z t} II s. 1 Sam n access to2cm P 9 t ) t. Fax: (954).642 2255 ext. 202:: rtscrrt � _ - - - - - Salary Star pumpout Port integral Ak ReAef / .. _ . ` ... 2 { 13 Fixed outlet models FO have Inlet and outlet SECTION A A `Y e , ( ) 1f 5 _ Iltserts at (optionaQ Antl slptrort and . : � �8211L.With � '-. „' ermanent welded at the facto In the t P factory 26% _ N I coon Pdt ,. , • _ r - nr Ii _ st al h[ [ ou h B ostons. g ( P ins 9 } , 72 er 39 t i gg cm 94 1 4 + , { ) DIFFUSION FLOW TECHNOLOGY t Architect Seal The inlet diffuser reduces turbulence, creates laminar . ce, e24 lf2 TVP 1 ` . �► flow and allows theenGretankvolumetot>euWized � � 1 NOT VALID UNLESS IT BEARS AN ' • Label Inside on the , . - efficasnt tease separation and minimal - : . 94Ya : for NOTES. ' `<.. users or outside of the ,. 9 .,f ORIGINAL SIGNATURE AND A disturbance to existing tease and sediment layers. ' 10 i 2 239 tin : 9 9j 46 ( } :12 I/7 tt ! RAISED EMBOSSED .SEAL The inlet diffuser can be attached to a of the three ,t t SE E B interceptor. any ( )Y stets Provided to ease job site piping i outs The y _ - ktetunea smr- t t _. _ _ stdety rr ranti-siphon tt aty I r '4% t , rate rat air relief j q he out let cfffuse to t 9P O c� O o Coveratl Adapters O This unit Is certified to M.. 712.143. 1Wt h As A allows pressure it8cm O o e� P t ) All FOG control . devices with 36 horiz. 0 0 - 9 u to 0 of Ad ustablt - Q o I I � ''I 11 I .11, `� and csa sasu ma nit up i ry 33 T � I r D u ' operation. The outlet diffuser can ease he attached I � o 11 1. . Hype ) Pe Y „ Media _ G a snare 1 w 4 2 84an '� 4s doe of re flow contra - t - an of the t tee outee s ovlded to ease b- Ile . I .. I '. ® o h k s / � f - '. qu Inlet [xiNaer t ) - -` ...,, '. G � o : , x Pr � & `48 vertical .clearance.' n � o � D . _ X piping I outs. 0 a PFxgW Q o 0 :. Outlet WMuser e ME].. Ter"te ..< _ . . ` L BUILT-IN SOLIDS CAPACITY Battle 35 1 Q o o :., D o 39' Inver[ _ J. _ II fog co trot device :access risers 0 C '� Performance testis Is On designed to deterrrune - A n . d 9 _N s, 9 D D t G 0 tease 's ca cI but outside the lab solids Staac Water floe � . �� 0 SUBMITTAL 9 _ 9 Pa r r O t: (Measured from base of o aseno sf loraff n shall not exceed Inches In height. M asu ed r accumulation an be u ac ecq g , . _ 9 � 10 tease interceptor rformanes. For this reason, SUBMITTAL is a D o P . Ps t o '&:i o 0 ne o gg r 5 riser to , finis hed floor level). Scheer Great Basin tease Irate ce tors include a ` � Standard options 9 P : s o s O dos Acce s tie Standard n 1 0 P i D D t� i P o significant dedicated solids capacity. 9 Pa tY (��yygy�+ t O o ion indoor/outdoor(straight-through)` 1 Q L cat Dear Location: indoor outdoor _ _ iA6SZ: Above GcadeSu rt 758 F. Q fi fan end inlet out et j ❑ _ PPa > 5 i � ❑ Pi P I ni utl t s rat lit throu n FCR2 a 34 fie d cut user ` ENGINEERS ECIFICATION GUIDE . _ e amend et o e tRated Grease Ca a ltl s ( ) ec e / D r P 9P9 _inst RateI above below rode 1 dirrttan I r a sat .Above be ow ode ov d under sink. or counter. story e _ Installations: -are. not a r e s o / 9 rI r na INLETENDVIEW / 9 > _ a .1 P , 9 � - - fi tarn sod intetf outlet {stral lit th ou h) ❑ AK2 H h Water Ancho Klt . Scher Great Basin tease nterce for model # with dual um ut t cohnections ❑ FCR2 x2 . 34 64 field cut users P o 0❑ P 9 9 9 1 9 P P pa Pa �) L , � Solidsat ae 10 13awR • Cert[fie e 9 aL 43L , Flat tlGr C aq P •aa , for. Units i ed Ser es / P [ty' 9 o eap_ L �Y p 50D-B stall be life I udranteecf lid ode i > GB t rrte a m n CR2 x3 . 64 94 field cut r setsPP3: Pu P 9 024H2Com sitecovers F I I ut rcon ecti ins m ut art ❑ ❑ t o with duo um t n o •° re s'' :loadln u loadln zones ark) s aces P Po Po ❑ er FlowRat• a .125GPM z9 s areas eaten a s n n o 0100 GPM fi 3 L s 2 948 I _ { l% > , ,.. , , bs 9 _9� 9 parking P s° )/ o seamless, r no i of 'eri USA of a I to na I molded e. 0 0 S tie Y ry N a6 Po 1 4 § t rt h CA2:Ada Adapter corrugated , bolted Z a ova e 9 P 119 _ 0 o Q a Cut ere ow Rates 9 6 ,n a inlet let tri M outlet) Fief Risers Flow . 375 0 23.71 s o end out u Removal Efficiency PM � D vaiE i� P. t T - . ... :. r _ o .Remo ifigerrC atUSa ❑ arc [or snail be for cbovs or below ^cY Y Int .-, No. of 1: S o A ____:drive thru etc. >notem Ian �` 0. traffic I rated OOOIbs a se ari traf c Dad r 1 I Liquid Capacity; 5 1 3 ra P L 12 gat. 47 L _ 1 PP _ ,, G P tY { J o >� ep i9 9 > r f t I Interceptor r h 1 tt t ; Rated Capacity. 99.9% 6 MPT inlet outlet FCR2 x2 4 3a ode seta la[ on. t rt:e o shall be cerk fled to , 5t{ S ' ❑ / ❑ { ) 9 P Units 100 GPM 1 ) . i o ��i� � O . ASME A112143 D and CSA B481.1 with field . VlfeighC 1901bs. (86 kg) ❑ AKI. High water anchor kit , 1 0 99%Efflgen Rating:2817Ibs-ratified - errs )0 �o 9Ystamtessstee straight -through) lit throw h FCR2 x4 >34 64 In t v { g g) ❑ { ) 88.976 fi9.2X Conrwettons.4 FPTwth4 ainendad� to CC2 integral membrane o O - c • ;. ad astable /Isar s tam, [urea slat Options and three Pl P �< ❑ eg ,.1 m, . :1 . , 0000 ci Ys P grease capacity 9gal. efficiency t 9 Pa tY aY _ F R2 xe 64 94 sl le Inlet cud to a outlet FO nixed outlet c - outieto dons. Interce or flow /dire shall be 100 GPM. clam n collar kit ❑ t ) ❑ O �s PI I Install components in accordance with manufacturer s P F� clomping 2 - 8961bs. 5 6341bs. Solids c ac . o' : jj P 1 2 al. 91 aP rtY' g Corers. Cost von cover ckobie 24 s water interc for tease ci shall be 948lbs. Cover / 2 Pi. ga PP3. m out port Pa tY Pu C24H2. Highway rated bolted eP 9 ❑ P Pa I ❑ L d aq . 510 I- a.- approved data._submittals: ,- tight H-2o�ai proof -load instructions and. a o .. '� � tY' 9 shall prrnnde water( gas tight seal and have ' i 3 8,844 lbs. 8,451 lbs. g t, rated p - - I P P composite covers -16000 Ibs ❑ PLAIN EA 24.2 plain end fitting Weight: 568 I i 16 s 1 I Access R•strietor.Safe Star 4 O Ib. tad .. .. •. -, :. • : .. : data., submittals. .. .. g bs POD m nimum ,0001b . Dad capacity. Safety (5 rag) _ _ , . .. PLAIN EA 34.3. lain end fitting - . I <.. 4 117921bs. 11 681bs. P 9 o CCZ Integral membrane bull[ into cover adapter Connections: 4 (100 min) FPT f lain end I P , P e9 , . CERTIFIED PERFORMANCE FPr-EA-34. a. x 3 FPT fitting - to e-Intetjtrt. Ie outlet - ❑ 9 P P ❑ciamPln collar - t - - OSCAR CABEZA 9 Greatth Basin hydromechanl!_t tease rat t tors ❑ FPT EA 23; 3 x 2' FPT ft[ing Cover as water tight Ickable cast Irongg p 9 / 9 P are third ormance tes(edandlisted party perf by I FLORIDA ARCHITECT with H2O lb. load rating - _ - - IAPMO to ASME #All214.3 and CSA MLI grease - - - . 9 I 65 interceptor teat exceed NO. AR9 7 8 v P greatly i requirements teases ration andstora storage. I , Approval re 9 separation 9a PY - PP - - , - arecompUanttotheUrnfoimPlumbingCodeandths. �. � - � � .. '.� :. : : International Plumb Coda . ApprovalSPECIFICATION n9 1 signature. Date:: company: A.•. ARCHITECT OF RECORD HEREBY EXPRESSLY : Signature: - Dates Company: : 9 HIS COMMON LAW COPYRIGHT n n n Firm SCR 6T1 RESERVESG S s Engineer., ear. Engineering n m : - - - •7twRlr" 11� Specifying 9 9 g ASSEMBLY NLIBER.. dE N • S c n En sneer. Engineering Firm Specifying 9 s 9 - AND OTHER PROPERTY RIGHTS IN THESE OF G ,t N SHIER DETA L R-500 BWITH i2 _ , . � PLANS. THE DESIGN AND DRAWINGS ARE �0(�U'I94-D RRC�flTS - i 14 TU 0 PUMPER HAS NSI N SHOW P EXTE mil�s RI oN 0 GP Po ern eneGr se Interce or . t i NEITHER TO BE REPRODUCED, COPIED NOR IIIII MODEL NUMBER. DESCRIPTION: Pn 10 M ea M NUMBE DESC P P e r I E W ON. 25 Gallon Po th lens IQtche So ds Interce for E Ob E MODEL R. DESCRIPTION: GPM Polyethylene en Grease Interceptor MODEL Nt4tBER. : D SC PTI n Polyethylene Pt y hyt p N®y p CCESSTO ENTIRE TAN . A k - - - - _ 9500WoodendRo6d. CHANGED IN ANY FORM OR MANNER WHAT c g soo B c� soo g s i �s � , -_ PROPRETARYANOCONFDENrRI SF�ET. 1 OF 1 EdwerdsNlle; ITS 66171 r , . , - PART #. 4a75 005-0i DWG BY. B.Karer DATE 7/9j2019 REV: - ECO, r , - , PART #.4076 005-01 DWO BY'. B.Karcer. DATE 7/9/2019 REV. ECO. PART #. 5046-002 01 DWO BY. B.Karrer DATE: 6/23/2020 REV. ECO. St) EVER NOR ASSIGNED TO ANY PAR1P1' nteDlartorwmrac•EEnlootaa. ar Td.t1008277919 - I•rMTot1aAIMOLBUMN'r Fa[:W B 7.9%4 „ .. MWAZIoflaaetla wgo WITHOUT FIRST OBTAINING THE EXPRESS rreaavlm. DWG;BYs TEU DATE: 11i14119 REV: - Todd.Uhlenhaki: n o: wwi4m,hierproductsrom . WRITTEN PERMISSION AND CONSENT OF elof3 page Iat4 t�9 i Pa page 9 , - OS CAR CABEZA. , T ISSUE DATE S . i . , ■ . - _ • ■■ • • /A For Schier Grease Interceptor Installations - Failure to follow this guidance voids your warranty TEST REPQRT - '� � ,� - -;-�- �� -•-• : "GB-600•B"t100g raj Or�semterce for INCREMENTAL ACCUMULATED .td � S Efficiency s b bs Efficiency _ _ � ■� ' .. N . Gross* o L Lbs Lbs Efrl ie c Lb L s L ._ , I Test a rase Water Drop Flow Ds ,... � , �_ _ .,.� A 5001 East Plillade to Skeei P Y Y _ added: sammed retained • added skimmed retained k A Sink Sink Time Rate a k DO NOTAIR 7U OR RISER STEM Do Install this unit R (° ) Li� WA1tNiNGi A ES NIT R Y ! CAUTION! not net h In an manner Ontano, Cahfamla USA 91�61 2816 t l 'Y• so - - result property damage, personalInjuryor death. except sae OPM 9Y P P• tY 9• t>• l rYas described in these instructions. • E7CCQYptP Burial PitPh: 909.472,4100 f Fax: 909:477:4243 142 2 1 111 102J 20 0.52 19.46 4 tTf;:' . hit : www.b mortl.or c ' � P // p e 143 i 2 109 104.6 20 0.64 - 19.36 96.8 2860 22,86 2837.14 99.2 . 0 58 19.42 97.1 2880 23. _ 2856.56 99.2 i e a. _ - 144 2 1 109 104.E 2 0 Re rt Number. 1767 19023 Project Number. 31448 . o Po J --p . 145 t 2 109 104.E 20 0.86 19.14 95.7 2900 24. 2875.70 89,2 R water is entering the interceptor at excessive temperature (over , a . 9 P Ps a F' 0 A . O � . : ._. -..- concrete skb - ec - b ostatic - assure o . v ..... sib [to < _ � .<� 9 7 : 894.27 99.1 I Y� Pr 143 18.57 82. 2920 .3 2 150 F a dram water tempering valve DN and approved backflow 146 2 1 109 104.E 20 to to w ), Pe 9 ( ) PPr ' ._ m la _,. _ o� >b[i .5 _. odes pro assembly must b installed M s n i i I i e rt Is5 ed: Ma 20 2019 �. __ ._ b e Most state and local umbra R U E -.r� . __ _ ��4 9 . 2 40 7.27 2912.73 89.1 •- P NP 9 Pp Y 147 i 2 111 103.6 20 1.54 - 18. 6 2 3 9 t it r... .... e . �Niten ins a ed�`unde a r r -. codes prohibit above 150 F being discharged Into kh- it - - -:. a aeon a -0 0 � �r , 9 3 .01 2930.99 99.0 ............................ P 9 9 ry 148 2 1 110 102.7 20 1.74 18.26 1. 2960 29 ............................... - hydrostatic la O ',, d a (slob .............................. n`1 sewer. Water above fixtures like maker or deform PVC Schedule 4 - • 0 09 2980 31.92 6: . _ -. 149 1 2 111 102.Z 20 - 2.91 17. ....... designed rand a Schiller Products 9 i I drainage fOctures like Interceptors and erode the coatis of ', Client: - - : Pipe, poly 9 P 9 7 1 1 .6 4.62 15.38 76.9 3 36.54 2963.46 98. // 50 2 1 109 04 20 // Backfilisven around tank using crushed u ward lift usual Irrterc•ptor , N g P N cast Iron (leading to eventual facture). 500 WOOdend Rd: 9 9 Fill urn[ with water for b hydrostatic 151 1 2 109 104.E 20 5.46 14.54 - 72.7 0 42.00 2978.00 88.6 Excavate hole at least 18 larger .. aggregate ate (approximately 3/4 size rock caused y waten,gnt : .' t - rs 9 Pp N Edwardsville, KS 66111 Contact. Charlie Jsmert than interceptor on all sides and stabilization and float out pressure) interceptor concrete P or sand with no fines)or fiowable fill, Do , cold One 12• deeper than tank bottom prevention. must be enclosed n a vault PPN p P not compact backflll around unit: - - -. watertight concrete vault high temperature effluent (> 150 F) � � „.. 9 - r9 P• .: Source of Samples: Samples were manufactured at the clients facility m Edwardsville KS.:The : approved backflaw prevention assembly P P tY : . _ � PP P lY I , -n iiTltrtf t1�il Olkt Dale Hollows of IAPMO R& Lab. _ . , . sample was witnessed tested b Dal T a DERM FOG .0 compliant I ,<.__9_.u-_.,._�.��,.�.,_,.�3� �,..,.._�_� rruawater[twlehet t DN{drainwatertemperin vahre) PY y 2 P 9h 9 �r-1y �r�17 interceptors and users are not designed d 4--' �/ V P 9 for tliract burl _ -- __-- --- towthstandwater table r,e height Samples are manufacturedmgoodcondltion. u• N � + ' of the to of the unit when buried {see , p . 0i N figure). fit Is possible for this occur, rh . I , Robot ins[ ) PO Date of Testing. May 13 , 2019 through May 17"', 2019 � � - - install the interceptor and users in - - - .. O _ P +� r- _ _ p water Tf hi concrete vault or txackhll wdh F-i _ 9 O p concrete re o concrete orflowablefill wet r { Grease Interceptor. IMeree w SampleDescription: HQPE Gre m 0 : I and fkrxable ba ckfiti should be poured in Pt PI Po O Intercept F--i eta sto avoid crush) the Interce for . - - 9s n9 interceptor). s li r r but are .. At nsk areas include bu ................. IrK•rgs or _ _ N - octal. GB-500 B 100 m e r lrnn an s � M ( 9P ) � i ( a floodplains; d area s r t da surge eas, P_ , 1 na O that ecelvestormwat�r.GreatBarn ��n i� LJ . , - - ens ,. - , - .� ;. �.� � :: co t I e models that are direct buried In high PaYt Pour concrete slab to finished grade. Refer to the manufacturer's drawingsand installation instructions for more ~- : 9 i er table scenarios must be Installed turnbuctde .. - � � .. war - � direct) connected [ram e real connected .. Z3' _ Y Y � " TOP VIEW is. ... i ... >e' wrtnonanahork2ModeIsG65o,G67 detalledmeasurementsandlnformatlon. ,- mat mar _ 5 W 250 use model Aa anchor WY. . - - rr� ors h•1-1 Vehicular Traffic Areas. _ _ _ ei B 500 uses rtxxjel AK2 anchor kit for use with deadmen anon „-- ---- ----- ----- -- --- Mod G - (i5 -r r -ri is o he -above tease Interce- for was witnessed -tested- to .meet he ' Minimum 8 thick concrete slab with tabor re cared Ir T� -I , 5c cope of Testing. T g p t (n q } Concrete Slab II h 1 t I I .! 1, min e . : di p J Thickness of concrete around covers to be determined u._ 5' requirements of .ASME A112.14.3-2018 HydromeChantcal Grease I • - n�•y c- Q . . v a n F•,--1 b specifying engineer. if traffic loading is required the R•bot 1 . , ,I I I , v . I l I a� • Y 9 9 9 o�r� et0 +lrts _r� tLlt tin._ _ . _ AGs2Interceptors",and CSA B481.0 and B481:1-12 Grease Interce tors . - concrete slab dimensions shown are for guideline 11 _ - - - ..-w c,- .i, _Pam.P . . 1 1 . g It L.! r I rit .. for.ModlG-5Q4 _ c ._ _ ,, __.. �LO'&I'dri1 1 ur s s an :Concrete to be 2 da coin /assure ! ��.,cP Po N Yn -.�i� I JI � wet vre rat of me i terCe tort�tnbmedwlihs 0 G ass farce for DID COMP th ® - siren th to 4000 PSt Use No.4 rebar all 2 rase s4 , - : � . ConCiuslon. The GB 500 B (10 gpm) re In p LY cal the9 t f,�g ! ! .(� I T' - . ! I - hI h rem rature-latches Water creates the :.. O ■ a �i. � (,jD U steelper ASTM A615. connected with tie wire. Reba/ to be + �.. , , , , requirements of ASME A112.14.3.2018 "H dromechamcal Grease I f : t3 ,p i I i . • • , I las- • • , i n potential for tankdeformation Whsn installed above eq Y �,/ - Report No:1757-19023 Page 14 of 14 N 2-1/2 from edge of concrete and Spaced in a 12 grid with I t � � rode. Model GB installed above sae must be ++ � +, Po 9 � -1-' ry ,r , - s . . Interceptors and CSA B481,0 and 8481.1 12 `Grease Interceptors . . . - 4 spacing around access openings. : 1 I - I I ,. r r ! - < t ! •. I t 1 I 18 installed calm Above Grade support at model AGs2 - - P 9 9 i+--I--•4--I--�--!-^-I--!--:r--1•--tl min to maintain structural Integrity - i _ Pedestrian Traffic or Grsenspace Areas. -------------------------• e9 tY {n Minimum 4 thlek concrete slab with rebar required. . . q the s nature below, I certify that all the testis and preparation forth[s report was performed BY i9 fiY 9 P P P e toe •. ■ under direct supervision. of IAPMO R&T Lab, unless otherwise stated. d. INSTALLATION• • U � Witness tested and reported b . FOG 2.0 RER DERM Summary Block W W Qf . P Y W . . H dromechanlcai FOG Control Device H-FCD (� Y I } y� t+(� char K�} M del /� K2 ", . . . � I I I I , Tank a.4 ^ 1 l � EE� � ` r, 'SQ.p+ Art L .P"k Required Tank Tank tenkNo,3 N F^--i Deadrnen Anchorin . F--1 h :__ g CaPacitytBPm} i00GPM n If the installation location Is in (ihigh . . Dale E. Hollows Regional Technical Manager . - :. Y' g g :�' FOG Load Capacity fibs) at 99%Efficiency '.2817 1- water table area or at risk are (Including IAPMO R&T Lab ■ ■ ■ u notlimitedto •d r areas, .. but tidal surge ar a , • , floodplains and areas that receive storm I .. - , . Manufacturer: SCh1ET ',., - water the GB-500-B must be secured to , I ! Model No. GB-500 B concrete deadmen anchors b others) ) b 1 . using Sch er model AK2 anchor kit. ASME Al2 14 3 . g , _ ,: 3 Part Certifier i.e. PDI : ASME � ... ., v ( <cSA, ) f : - : . MODEL NtMIf3ER: - - - - - - - - -.. � _ 4.. Interceptor Monitoring Alarm Model No. N/A - I, _ : - _ .' GB o B NIA ; < . - Interceptor Monitoring Device Model No. .. - I , - - - Al/ fesen9and sartpk pe0arataan Ion Min /apart can perlprnred unpNr dire centanays, dart srt�varm �lAPAIO R6T (ah rmkst aAenvhe stared the abservatams, rest rasnhs old .. � P n8 : - � � � � � � - � � - mrdnbns A dill r m m the Pic s tested and are net ar&carhe of ilia ad ' a formance of smi4r or idarka[ es. Oa dK C4mt sAown aiwte is ... �; : c eaort ap>/y H spec an[plas car N Oar P+oct, H Ante an en strain// .M use oldx HA40 xe rt.[rnamelorda salad aae-rnemenrorale restedmare-a/ oducrcr,ervlir mrrsrNrsr � Solid Se orator manufacturer model Se11iA'St-?5 � - . _ aeaberhedrocg7yorobV drerepo�r, drh onN sty Y � o CRAF I I I . i .. - -beaFAe din wYNrob3't4PMO lt6T. - _ .. deadrilen anchorsb-omens - - - -.. _ (Y } . 4 doublesarntar teewl4 ca : - - - Sampling port manufacturer and model y p Pa91. e2of3 ; .. - - - - - : - a t r imilx ui Mks note ed Mk MwW Sh-ld the FOG-: : :�; -. .. _ - The FCD, and aRoclated appurtenances an FOGaPProvad stamped sheets h, thh set must be fistelled on aRe. Ell ivakn o s p Pura crept by _ - i,.. - - - - - - - - approved plensheets be raided and/or revised.1 I they shell be submitted to the Building Department, and DERM•Gmese acwrdinaly for eppmw, . NUMBER: 20-1302 < PROJECT - - - - - - .. - : D E VISIBLE EREAFIER ALL EQUIPMENT LABELS MUST VISIBLE AT THE TIME Of THE DERM/BUE.DING INSPECTION, AN REMAIN IS TH 9. 1 DATE: 01 2 2 . . . . itt111111r1rf+r ,.+• � FirV '4. Digitally signed by Daniel % _ak ......, t� 4 -��.,P.•�: ,EN.'*.!,. •. Riveros Examiner' Date Time Stamp Trade Stamp Name LOPEZ KARIN A 3/12/2021 3.20.17 PM DFOG VOID . • 0 • •. .• • • • • :..••. • •••.. • . • ••••' SPECIFICATIONS • .. • • , 11 3-dameterpumper, .'• •, • • e • • • • • • L I � � I I� I.I I I �I. I II 1 � I .- II -.�. I!IiII :IIIi1�� I�: IIMw"I/W(GS(�I A5LI �Fj0Fja.0� ,'i,.'1,,,k!\-,WLF�..-�l,I), i .) .I,.d] 1�11 _,-1i,_II -I,dd1�I1 (IS� vS, FRS�oI._.t .iri_i_�SC _ICl_lcE_4-dh,._i. eI,_I.-H ,Hr,-d��-�I;III�IIi:I!II�L;I�:::i�!�:I::!:!�::�;i:I!I;!;;I:I!I��;:�i ,G_-,I _ir'1Li$LZ Il.e� l%_.-IIa_,IKL �I-. _sESE�I_ I e6.6_.II --II I I -- :Ii i i ,II , Ia I . IL I - L �I IL I� �1 1 iiIiIi1fiIi�;i�i _,Z= ,I(9O��f9_55FCI00tIp0.0- ,50e'._Ia,bW�1)iln .3�.-d8dI,,.-�_,�,I� dld-FR_.,-o�.w I�ridrdI Si_IiI]ftcI,I EELIdh2��-.ihe. .I ,r,d.IGsI��v,irit� ltele.l.a.-_KI�. �sS-_�e6671_6._I1_1.1n11_II1tI11e_9�-r1.3c_31 --e'_995p5_I1_�l-t-3o33_3r_000I.I_InLI _-I1 1ss. �ct�ah-�-iiel-lraW-ItI-o�idoI 0u.Mn.c. c.It1sls�. I I L.I. -�.F,1i.-- .I aI11i1.l1L 1u1.1I1r1II1e�I1I1. 1I.. 1.tI1�I 1IoI1 .� ..f.r�oI�L l-l.I oI.I 1w .�L I � .t�.h. 11Ii. s I � g- I1u.iII . i..I �-. II o. .. -.a�II . .1I !r�, .I1_11!1I1I1.1IL 111_111_11_ 1. I 1- I1. L �. 1. 1_I.1S1k.1Ic1:.11C�1C1.1_I,1o_1 .pIp!y!yI.f1],1.I ,i1Iig1�g.11h�h.�. t111tI .1 2.I 2.0. . 07I2I M0__S _S%I,.�,. Ih_�Ih. ._i_iIw. 1.I. . ,,___ , A__Al.I . ll._l R.1R.T .i_ig. g. hI_h�I� t_t,, R_. R_ . I. ._.. .-_.I 1-I- I. _I L..Id Id , .I. _. . IIIiI! I�iIIiI�i .I .I � � I - I I. .I - . I . .. . � I. �� I.. I II . II I1I1-111I..-. ..� . I. ...1� I. . �II'- �:Iii. LI . -.I . _. .�(9II . 5.FVL0. 0�,I� ,iI-tI IW._ �I ) ..- I.I II . .d- . I i� . ,,III ., IlI `I I IG TION AN D SU BM ITTAL . .. '. .III II. . . � ..,.. ..I. IL. III .II. II .. . XI. .. . . . I I.. ..I . .II . .II +I .. I \.III- I. -I I . I\ .. I.... .. .. . . I.. I II . .. 1 .. . I�. II.I I� I . II I. I .. �,/IIIII1iI.iI �. .�I� , LI .. . .III. -I .I t..I r. I II . . I V ,.I llI.l.I I , .I .,. . I /I . I � . C. . . ,.II IIpI I I y. L,I.I i..g.�Ih I �/1LI II� � I NOTES SPECIE A t�7 hose'represeMabon r i ' 3 diameterpumper • • • • • • f • TOP VIEW 1 t • • cI I1I.III II II III 1: Unit we ght 2niet/outlet : H2a r tight led gas/ , • _ waterti t dtaCde hose representation - - - 2. Unit weight wf cast Iron covers. 398 Ibs, y 9n W 21 _ , .: '1 cast aon covers - - - .: w/com site covers- 2$8 Ibs- (For we[ wee lit _ Po 9 in1etA OutletA o - II 5 GPM. 9/ Efficient Grease Interceptor _ adtl 23I0 ibis , I. ft 00 IIm IJ -_.1W-11=17No1r."1 11 Aft -i :111? 7 9 F7 ) (optiond) - - (optlohrd} 3. m r tin lain ra re. 1 i / r' - • • • • • • • • • • Maw um ape a g pe to t 1 r ( f L1 for Indoor Outdoor Instal titian . t B 250 % t a 1 _, • 150 Fcontinuous _ 4. Capacities Llquitl.277ga., - - - ' - - -Grease: 1,871 Ibs- - - - - - - . ` • • • • • • Solids. 55 gal , . :1 r - t,+r t tr •e•• • ••••• • ••• • •••• • 5: Satisfies Miami DERM 99%efficiency inlet 6 Outlet B - - t _ :,,. r r uirements; retainin i,8171bs. of tease tstandad) (star lard} r at99.3%efficie g g 00 O ! ® t1 ncy - t - t 0 G. This unit dos not require flow control. t t s 33 , q t �z Interior 7. For g rave drama e o licobons oni . - : - . - - t - t : • : : - .. ; 9 to 9 PP Y :., r > . - '. ' 8 - not. use r ressure a hcatrons: - ,�. . Do fo .. P PP _ B: Cover placement allows full access to tank for , _ 0 763 ro rmamtenance. AA260 2 P Pe inlets ou[re[c 85-1 wdh 1 r 10. V n l e d unless r c -b - : e t not re u r d u e Iorxti oae o tarrd tlortal - _ '.. . ... ..: � , q e { p ) toP ). 2 EXtenslDn i i - 7 a r I n I r r , ® it Engmee ed in et a d auk et diffuse s a e h i l o l nt ea Ian n . t 1 -,. n nors.co - iemovablefol p lice pips g ,° E. mall rnfoCtDp21 to m ( ) , - 72. Int raI vir relief Anti sl n e9 P t i ' - _ - Safe Star t Port Into Air Reset ,- + 1 - r - - f - a Sam tin access. SECTION A A n' Pt"T1O1' � / P 9 Inserts at aria amiss and 1801 BANKS RD, MARGATE 44 - (ant ) Pit+ 13. Flked outlet models ( FO) have inlet and 1 L- cgonPort 11 ! ,, FL 33063 nspe I � // 1 . (72 an) � Lille r nt weI s a he tic - - - - + � f t. o t pe mane It' d d t t f tort' m r t � ' ' a �: - - the stroll lit throu h B ositrons - - r. .. r '. 9 9 O P r c t t, Tel. 954 642 2255 30X sr t ( ) DIFFUS N 7EC LOGY F x. 9 4 642 22 5 ext. 202 (non) 10 FLOW HNO s24 t YNP ! static a ( 5 ) 5 JJ► l The inlet diffuser reduces turtwlence, aea[es larrurar WaterUne r - t + r - flow and allows the entire tank volume Eo tDe tRGized r t ... � _ � , . ; <,., -, , This unit is cert1ed to ASME A112143. .. - - f t t _ + r i... for efficient tease se ration and mirnmal - - .. ' . ' . e n , 9 pa � i S TYP eD andCSAowc Thisu rt 1 Is rice w Lin e a i ant er r .. , tl Nrba. [O e s rase r1d ssd m s .. g 9 �' does cere refawc ono. �. I f r hltect Seal 9 t C nl The I e dill r- ri b attach to f he t USe Ca 9 8tl a O t ftnr - -. t r t #.... _ - „- ...... - _ � % three inlets rovlded to ease job site in I outs " _ - .. ,. ,.,.,.,.__.. -� _ _ t P 1 PIP 9 ay F r _, t R N m - _ NOT ALID UNLESS IT` BEA S A �ayt�s?Ir?8tt++. n .. The int -roll air rellet anti si lion rn the outlet .. <_._ .. .. ' 11 { ) P Z; Ste tars e9 Product W title ate - /. `/ ' - \ - iffuser -11 - assure table tl hm the .. � ,.. d to a owe s za onwt ORIGINAL SIGNATURE- AND A P - wm,u too ce - .. R Pr p 44• arts anadted tdinsido and .. . Pe aaY Jt '. I n i he - I - r' � as sttatt J � 1 unit dun o at on T out et drftuse con eat! 30. 7I2 - r :. 9 Pet N Iu RY t .. 33 OSDSAL of ntorea viawin RAISED EMB SEE adeMa tin r- : ,.-.�.. .. =r tie attached to an of the three outlets raided to - t r + - � -�' Y P t r t. (Baas) inlet oKhser _ r t t 2a r ease ob site , n outs / t f J P� 9bY � j I - outlet Dimtser - _ - L 11 t r ve abe nslde on he 3D t y - _ t O 5.•t D O O o ENGINEER SPECIFICATION GUIDE O o users or f the same I n0 c� SUBMITTAL outside o d o I Schre rent Bain tease Inver for model # Interce of rG s g cep ° Pt _ - GB 250-B shah be IHe6me guardnteed anti made m - : Q a o u o o - - -USA ofseaml rotatwnai molded o et lane - - - - - - - -. -. '. Stgttti!ard O 1IIOrIS ass be e r el I 0 a ��q o P -Interce or shall Refurnished for above or tielow - I = ° - • ,.4 0 Loartron. Indoor Outdoor - ratle Installation. Interce or shall be cergfled to - - _ ,', - C,p•� v / ❑ 8 Plain End Inlet/Outlst straight -through - ❑ AKL Mgh Water Anchor Gt 9 P4 , r - ,M ... .a o J. o -_ • ASME A11214.3 D and CSA 648E wRh field - : - , , ;:, ,. s;>,.J t .. � Installation: Grease Capagrads 6 Plain End Ins Outlet tetra lit-tnrou h C24H2:W - Rated Bolted '. (type ) >. .. - c ,.� : : o C -'Cf o ❑ et/ ( s s � ❑ s�Iv ._ - INLET END VIEW _: < o Fl Ratos Gr•asoC c rot: - - - outustopfi user system[rflo inletshallendthree - - I „r ... .. , - , - . Z o � o Ow I apart with Dual P{im Lit Port Connec6orts - Com site Covers-18,000 Ibs : - e Q - Po Po 75 GPM 4.7 L s - 1 71 Ibs. - - outlet options. interceptor fknv rate shall be 75GPM : i :., 1, :, G o o ( /) / ,8 ❑ B Plain End Inllag0 let (triple outlet) - ❑- CC2t Integral Membrane , r r i • ". intercepto geese apoPtyshallbet8T bsCover 33 i. , a d o o RomovalEtfidencytrttite ❑ 8 MPTlniet/Outlet Ciampin Collar Kit _ shoe rovidawater as-t lit seal and have _ _ ,. p /9 kJ A••. t Rated Capacity: 99.0% (stainless sissy stroll lit-ihrou h) ❑ FCR2 (x2 >4 34 Feld Gut Riser _ _ Q o o. s s minimumisODo bsloadcapaciry. I ASSEMBLY NUMBERDESCRIPTI(JN. E n Ratio . 11ffici cart fietl _ - - 8976 f5 en ,8 i FO fixed outei FCR2 x4 >34 84. Fleid Cut Risers - � -. .. .. .. . � - . ' • ,:: . " �. � - o. o I CERTIFIED PERFORMANCE O grease capacity @ 99.3%efficiency- ❑ PLAM-EA 24.2 Plain End Ftting ❑ FCR2{x8}>64 94 Fled Cut Risers . . � .DETAIL OF GB-2Jrl)-B WITI"1 72. � .. ` '. s o - o 212-01 PRODUCTS - o '; 0 Sfitia Capacity: 55 gaL - PLAIN-EA-34:3-Plain End Fitfln PPS: Pum Lit Port - - Great BasinTM hytlromechanical grease interceptors 9 V V-U N _ � - ❑ s ❑ Po EXTENSION TO SW PUMPER HAS ON ,, ..• prDa M F..a c :� dCa act .277 at _ _ _.-arethird rmance-tested andhstetl .. .. -, -:. �_,.. ,.. .. .. ..;; ;, o ro Q Li9� P tY 9 ❑ FPt EA 34 4 x 3 FPT Flttx Party #A111 by o +ti ns TIR TA o . ACCESS TO EN TIRE TA _ 95ooYloiiderxlRoad . 0 : IAPMOtoASME#A11214.3aridG5AB481.1 -tease , o ✓` Girt ❑ FP7 EA 23.3 x2 FPT Ftun W Powfow .R m CONFDENTKL o • g interce orstontlartlsand teat exceed SHEET. � 1 Of 1 EdwaMsNlle KSf16t11 o t�y, o 0 0 0 Corrwetions:4 100m FPT - - - _ _ _ Pt 9 i _ _ nla•wrw,n■e.atmompeo■wwo• ! o I f�` Q ( m) r uirements for eases oration and store nreaote naramo, ■crreR•w>ara..Arr Te1.800-827T119 o With 4' 1D0 min Pain End Ada tars eq - nt eP , 9e p ap ■r,ytr . A t�WrYpT PINK: 800$27.9664 a � D �� ( ) P The are com linttothebing Co Poumb1 Code i■%MitlTrti'ilYnieniori]Li,°rt00■Ofi'li - .. .. ; o Y Pi, n9 nq.rn0. DWG BY.TEU - - I k ECO. WWW.eCh rodtx2seom o 0 :Cover. as(watertl lit ickablecastiron DATE. 7(27/20 REV. Todd.Uhenha a ie+P g g r and [he Inter atonal Plumb Cods. . -�ODDODD :. with 16,000 lb. H2O load rating - � I I - - - - ', U I 1 :i: A roval PP .. I c\/ i : Data Comp .. -. i S nature. t 9 Pdf1Y' A OSCAR CABEZA r I ,. , S n E meet. E ineerin Firm - - - pacify g rig n5 s _ FL ID ARC ITE T OR A H C . . No. AR96758 MODEL NUMBER: DESCRIPTION: 75 GPM Po th ens Grease Interce for MODEL NUMBER:. DESCRIPTION: 75 GPM Pol eth ens Grease Interce for : - - - - ' hB Y P y �" P . G B-250-B G B-250-B ARCHITECT OF.RECORD HEREBY EXPRESSLY . r RESERVES HIS COMMON LAW COPYRI PART #. 4055-XXX 02. DWG BYt B.Kmet DATE. 2/12/2020 REV: ECO. PART#.4055-XXX 02 DWO BW. B.Kater DATE.2/12%2020 REV: ECO. .'': ::: " - .4 , AND OTHER PROPERTY RIGHTS IN THES et f4 . PLANS. THE DESIGN AND DRAWING$ A Pa9 0 Pa9 y I 0 _ . NEITHER TO BE REPRODUCED COPED N CHANGED IN ANY FORM OR MANNER A I SO EVER NOR ASSIGNED TO ANY PART, . S ■ ■ ■ • ■ • . ■ 'SPECIFICATIONS WITHOUT FIRST OBTAINING THE EXPRE Sw .. AA.. WRITTEN PERMISSION AND CONSEN .. .. NOTES TOPVIEW OSCAR CABEZA. 1. 4' FPT with 4• plain end adapters, single inlet - / � and triple outle4 I -15-3 4"- - " - i h - 4 it 1 I s• : : _ 2. Unit we g f wrcos[ on cover 90 b , - - - - - - m its cover.135 Ibs For wet weight Outlet a , add 1 pas ( g optional add,,o431bs) . c) DATE ISSUE When installed under a hydrostatic ` 3. Maximum operatng temperature. - Y concrete drb subJea to hyrYostatk preswre t 0- F n inuous - HighWaterTabielnstallations , • 5 CO t 33' DO NOT slab (slab desi ed to withstand a. Capacities - Liquid:125 gaL; Solids:109 gaL ( - r rave drains e a lications oni .. - I ` - COMPACT 5. Fo 9 tY 9 PP Y Inter - tors and risers are not - - tiger Outlet B • : - - _ 6. Do not use for ressure, itwbons u ward IIft usual) caused b P F� s[andad 13ACKF►LL p Y Y ( 3- -hstandwaf rtvble - des nod to Wft e � I p ass tot k for --- i 19 - rrtitt water table het t : 7.. Cover Iacement a lows full vac an I 9h P o 'I. f r t bud _ ro r maintenance. - o - , I , - - he lit In exr.�s of the to of the or x9 ec h drOStatIC ressure Interce for Pe 5 P, Y P ) P 8. Vent not r cared unless per ocal coda unit when bur ed (see figure). ti t is eq - � - •. En ineered inlet and outlet diffusers are ' ids for tnls ro occur, melon tr a must be enclosed m a watertight _ s i , p® ® removable to Inspect (clean p ping. interce fora ris rs in a - n . I ral air relief Anti-sl hon '. .. -- p xi a concrete vault or encapsulated m lo. nteg / p / W2oaadratea water outlets O -O - Irrten gas/ - . water D lit concrete va dt or PI 9 wet t axle cast Iran carte o twos Sam mg access. P (p ) Inter riht l r - r r I e [o4-of � � - � ' :, - captor COOCrete, - IL AdJustab a cove adapts s p oval up �: t�ackfdl with cane. e[e or flovmbie U _ L aX Water La I concrete addrtlonal het lit M ve 9 fill wetccncreteo tlfawable _ �: r• - stir I in cover { 12. Sal Sta . access r x:tor tw ft to f - �� Risers are not des) nod pt . g Cleanout Cover. bockfiil should be ured in - - - - vatdt - - -ode er, ants accidental en to tanks - - po Fit P� ttY od to retain water 45D brats - sto to I crush) the - - s avo d n9 anchor kit r i N Inter for . At risk a eat me Lids ENGINEER SPECIFlCA710 GUIDE SECTION A -A but are not GmRed to tidal surge Scheer 61 Goa[ so ds nter ep or odes # c ,., r r r I iN time uaranteed and made m USA of rm wat re Basin \: ,� Gj\ �: k sea 1 le I , r g areos,fkxxipioins and areas that receive eta er. G xrt?� ��,.- y� . • ,-� = o • - seamiest. r s a ll be mottled I t ens .i -r �. d1>r � . Po � 0 24 /2 TYP odels that are d rect buried in hl h water table scenarios must be . r ..sam. ..1 ye An a1 tar Relief m i g F , .�, Interceptor shall be furnished for above a below � / '- a -. . • . e .... .. � I _ Install AGSI Above Grade Su rt Kit so P . . . taI . .,.I . �. c.. .II. Ie '-m�II �4 ..�..IiI�.II�II7��II.4.1.I.�.�j.III:I:i!!:p1�:II�I� • - - Id se ardtel an e r _ p �O J n G 250 ate model �� P 1 anti RPhat tl e a • lnstalletl anti an anchor kit. Models GB 50, GB 5, a d B .:. - rode Installation wdh adjustable cover adapter 9 1 P e: n 4 e - - • inspection Port - . , <. B - - th � - .. � - � -�- r - . ' - .antl Safe S[ar access restnctor bud[ into cover . - a - . ,+� � � - AKI anchor bt Model GB 500 uses mode! Ak2 vnchor kit for them - :: . - . - ; ._ , " ty ' . - _ . '. y\ The wet weight of thelnterceptorcombinexi ; - . - e.,' • „ . .. - _ - ado ter antl three outlet o Lions. Interce for solids '. e . 7 . • .. : Above Grade Su t Kt AGSi era er - :.. . < n ancfiors: Models GB 100 GGI-750 and GGI 15D0 use model : : > ,,;; 4 _ . with hl h hem - Lure kft water cr - Cw deadme 0. _. , , e, . PPo g pera chen Bates dap! , . r d .r - co ci snarl be 109 allons Interce for maximum - a ,. aim Load. v' . r ...�' �. -. the tentK,ifortanktieformatlonwhen- g p _-. - ....� ... - AK3 anchor kR for use wth deadmen anchors. �; : � < - - s• ,' Po - � flow rate shall be t25 GPM mth 4 anxi 375 GPM vnth ' r \. I .n : Insta ed above rode. Model GB 250-B A+ tY ..7, -> ors a.. 9 B.Covershvil rovidewater as-U lit seal and - _ :,. ti s jar\. � \ ,- ls- . � r �'_. � - insta led atxrve rode must be instviled m[h - I D 1 s. tl col cl a,-}` ,, r,,.r..0 �.�rr.. r_ua�, 9 have min mum 16, OD .b too po ty. - • a,�,-n,c . _, .,<. S, .. - Above Grade Su o rt Kt model AGSI to ., : ..- / r �., J. r ..,`l: -r . - a a PPo - static Waterline . ,. 4 �� «�->,i��i�1°ei aintamstru �r l n _ inch Double SanitaryTee r \ •_; " m a o 1 tegriry. Refer to ' ✓ L - installation Instructions included with AGSI. - - .: -. - - . Sc 'er GB-75 . hi to - Si- 5 Solids inters for - 7 eP . � , . 4 Conversion u ex►stln diffusers C t g �% . approximately 4" below the v r7 • _ aterline to convert to , ►-•+ N d- VehfeutarrmHicAreas. TOP VIEW to . I -� Minimum 8 thick concrete slab with robot min ruin Ili Solids interceptors r uired. Thickness of concrete around covers to 4 (n M eq ------------------- ---- be determined by specifying engineer. If traffic rr- r - + -T--r- --r--{ -r--rl �4 r concretestab a _I i. ,I i I rl I 1 n )8 1-� 1 loadin 1s required the concrete slab dimensions ; i �__t _a + _� -i_11 mkt 9 \ _0 shown are for Uideilne Uf OSE!S Oh .Concrete I 1 i 1 > � i 1 A� , I 1 I I 9 P P N Reber 1 1- { I N to be 28 day compressNe strength to 4,000 PSI. tr t I r -Fi 0 II t, , i 4-inch-Grease Waste GW Line * 6-inch Min Q ) 41 Lft eII Use No.4 rebar (a 1/2) grade 60 steel per ASTM i.L_• > _ --I I .: _ I A615: connected with tie wire. Reber to be 2-1/2• i i , r i i - r from edge ofconcrete and spaced in a IT grid r+ - . _ _� E--1 with 4'spaci around access openings i i "s . {_ - v- I-- i _ I i I n9 fr--Ir T r n r �I Ia ----' p Pedestrian Traffic or Greens ee Areas: I I I I i i i 1 I i n min Pa - - ---- -- ---- Minimum 4 thick concrete slab with tabor , required. .. _ P4 r- Q 4 inch Cap . . I' o M _,_� _ N �� _ Q SAMPLING POINT °'..DETAILS FOR EXISTING PLUMBING � o N.T.S. & In cn MODEL NUMBER: DESCRIPTION: 75 GPM Polyethylene Grease Interceptor MODEL NtAABER: DESCRIPTION: 75 GPM Polyethylene Grease Interceptor - MODEL NUMBER: DESCRIPTIOPt 125 Gallon Polyethylene Kitchen.Solids Interceptor G 8-250-B G 8-250-B S 1-75 C PART #:4055-XXX-02 - - - REV: - Ex:O: PART Nl-M. -XXX-02 DATE:2/l2/202a REV: ECO: PART#: T."r-/ 79110 REV: ECO: I I - r 1;W P9 . P4 o F- NN W 9 . a � 0 TEST REPORT T del -ia I -- -. r 5001 Eds Phxla She_ ph - - - - _ - Ontario Cohforma USA 41781 2816 e Ph. 409.472:4100 I Fax949:472.4243 htfp;//www.lopmorfl.org I I . .: - _ . Re ort Number: 176749027 Project Number: 33447 P 1 d. „ Re rtIssued Janua 31 2020 Po rY _ . 0 1 : Sc ter Products N TES CI ant h __E-Flint FOG Z.a R R D Sumtna Black L11 ry 1W9500 Woodend Rd: . "i3R50-8 7 m Grease htterce or I . __ ( gp ) pt NCREMENTAL ACCUMULATED H romechaniwl FOG Control Device H FCD Edwardsvdle KS 66111 Contact. Charlie Ismert . Yd { ? Test No. Grease Water Drop Flow Lbs Lbs Edriciency Lbs - Los Lbs Efficiency ., - - r : - a - -- R uGed into ttiatan Tank Na 1 Tank No.2 Tank No. 3 ` T nk N6.4 Sink- Sink Time ..Rate a ed slamfrred retained � added slattmted retained % ev -Source of Samples. Samples were manufactured at the chant s factlltir m Edwardsville, KS. The sec GP (1 t l All FOG control devices_' with`36 horiz. sample was witnessed tested by Dale E. Holloway of IAPMO R&T Lab. 114 -2 1 111 77.0 15 0.20 14.80 98.7 1710 11.12 1698.88 99.3 capacity(gpm) 75GPM i & 48 Vertical clearance. - Samples are manufactured in good condition. 115 1 2 112 75.9 15 0.19 14.81 98.7 1725 11.31 1713.69 89.3 PROJECT NUMBER: 20-1302 116 2 1 112 75.9 15 0.16 14.84 98.9 1740 11.47 1728.53 99.3 FOG Load capacity pbs} at 99% Effidencv 1817 . -All fo control device access : users i • Date of Tests January 277" , 2020 throughJanua 31a, 2020 117 1 2 113 75.7 15 0.20 14.80 98.7 1755 11.67 1743.33 89.3 g _, ry - Manufacturer - - Scher .:... . -- ' - i r�1 c� c� •' 118 2 1 113 75.7 15 0.20 14.80 98.7 1770 11.87 1758.13 99.3 - shall not exceed 30 Inches In heI lit. Measured from base of DAlE. �1a2f9a21 119 1 2 - 113 5. 9 Sam le Descn ion. HDPE Grease tnterce tor.: 7 7 15 0.23 14.77 98.5 1785 12.10 1772.90 99.3 .: ' p Pt p MDdelNo. GB 250.B : flo ve ' 120 2 1 112 75.9 15 0:20 14.80 98.7 1800 12.30 1787,70 99.3 reset t0 flnLShed Or le I). -2-B. - . 121 1 2 111 77.0 15 0.26 14.74 98.3 1815 12.56 1802.44 99.3 I Models GB 250 B 76 a ASMEA112.14.3 : _ 3 RartyCertlfier (te.,.PDi, CSA,-ASME) _ I f - ;:: 122 2 1 112 - 75.9 • 15 0.28 : 14.72 � 63(lf 8 tt8t7316 �8.3 - I re not a r ve rid s nk'or sou r e ;, Insta lotions a o o d u er I nters; sto a 123 1 2 11 .0 15 0.60 4 PP 9 0 - 77 1 .40 96.0 1845 ,3-44 1831.56 99.3 n NA Interce fvlonrton Alarm Model No. '. -. ' . �.. Refer to the manufacturer's drawln sand Instal�tion Instructions for more Ptot s 9 , e ads I zo c 12a z 1 11, 77:0 1s o.9a 1a.os 93.7 18so 1a.3s 1845sz 99.z areas seatln ar as to n Lin oadln nos arkm s a es e o 9- 9� 9 P 9 P detailed measur merits and Informafi n. 125 1 2 112 75.9 15 1.80 3 0 - / - • 1 .2 98.0 1875 ,6.18 1858-82 991 N A - " Interceptor Mondonng DeMce Model No.- ,. h ; dove thru etc. Provide "note. In lane. ; 1 2. 1 , p 26 1,2 75.9 15 2.57 2• 1 43 82:9 1890 18.75 1871.25 9.0 9 : Sco ofTestm The above grease Interce or -was wdnessed tested to meet the - , Pe 9 Pt _ - 127 1 2 110 77:0 , 5 7.177 7.83 2.2 1905 25.92 1879. .6 Solid Separator ritanufidcturerarid model Scluec G&75 Convetroed to St-75 ' ' 1" -. j re uvements of ASME A112,14.3-2018 •H dromectranlcai Grease 5 O8 P 9 Y 128 2 1 111 77.0 15 9.02 5.98 39.9 1920 34.94 1885.06 98.1 - « « Install components m accordance with manufacturers "Interce tors and CSA 8481.0 and 8481.1 12 Grease. Interce ors . P P 129 1 2 : sam lin rtmanufacturerandmodel DERM Detail style P BFw instructions and a roved data submittals. 130 2 1 P P lid Conclusion: -7 z tie Conclusion: The GB-250-B {75 gpm) Grease interceptor DID COMPLY with the n :o dates Mrunce, cn FOGIi %d.t.n .heetsl this set mat be Installed on site.E uivalent or till a rd is nK xce thBDiNsan.shouldtheFOG- - .: 131 1 2 Tha FCD;. d a o< .w« Pero Pad n a e4 IPme a txed by ' I r uirements of ASME A112,14.3-2018 H dromechanical Grease a■pro»dw,nAwsaww•daMvorre.is.d,theysh.ubesvanity.d+othebuiwinsDowarn.M,.ndDERM-Grilnewwrdinelyfor.Plso` 1. tt�1irr - ys „ 132 z 1 tttttt Rfrgr�r, Digitally signed by Daniel SHEET TITLE Interceptors and CSA B481.0 and 6481.1 12 Grease irrterceptors , 733 1 2 �`0 0 et- • •�:F9 eri Riveros 134 2 1 I 4.` P •• oEfv ••,Q 4, - ALLECIUIPMEMtABEUMUSTVISIBLEATTHETIMEOFTHEDERM/BUILDINGINSPECTION,ANDREMAINVISIBLETHEREAFTER 1 : %.4,•;y,\S ,S `I . DN: cn=Daniel Riveros c=US 135 1 2 .: ► - �,. Na` 7 f 2 <. 3 5 .. I Davie o Pear En Ineerin a r w 1 cart that all the testa and re oration for this re s o - 9 9, the sl n to a Belo rt wa rf ruled 2 1 _ , BY g _ , �Y 9 P P P� _ P� ,36 INTERCEPTORS _ -Inc. e-danlel eaten .com under direct su ervlsion of IAPMO R&T Lab unless otherwise stated. ,37 1 2 _ . _ @P 9 P it , ,;w, Reason. l am the author of 9 F ;. . STATE O A 139 1 2 I1111 �.O •. ui; this document DET I �� rrr , Witness tested and reported b 140 2 -1 - - �1 rI , ^ •, 'l'.+ c . Location. Davie, FIL ♦ 1 V s 141 1 2 ♦ E . F ♦ 4 S N . Date. 2021 01 29 _ . , .�, ♦ ,, ONAt- GB 2 5 ♦ Q'.•' E ••. ♦♦ I �derr tttt�� ,:, 12:09-05:00 ,`•_.- `.%�. F •. '�� SCALE: AS NOTED io a echnical anti er NO 73152 S Date E. Holloway, Reg n 1 T M g r IAPM/IO R&T Lab • * = . . = . DANiEL RIVEROS, PE -p . 09/07/2016 • - - . Report No- 175719027 Page 13 of 13 . , STATE O F LU SHEET .. o • �,. ,� 9721 N Oak Knoll Cir T P..*, e� ••�♦ ��` •.•OR1'R. � G . vie FL 33 24 - ♦ s .... Da 3 ♦ s 1 ♦ O E NA � 95 4 612 9591 r ) r li r t . nt P • AN IYsth9 andsar P/e!u'armn f- Nrrs report Was Pe/roma"d rmdR Nre Ca/thi/an. Cierr sµoen'hbn: MHANO RbT[ffi, uMess o0h he sated. 7! a o6serwrwns. test resuRs aW - - - - - - . cmckrsrsmrrs n Nds rgia-t aFY Y mH roHe specdAsanpks tested and arc not iM.ratrva of tle9a*NN-orl�et7onavrce cf shahr er 7cNMkarM+•'etKts• Pnh die [Ikvtt stiarwe abme h - - daniel eaten .com aurhatrDdtp croyordrsndwte ll+erepa-y arMmen onryh/aettaeN-AJryuse oidDetFPAtd ddTtab name Avdresalearad.arnsementofthe tesmate-.n(procircrorser,zemusttist " _ DANIEL RIVEROS I g , T FLORIDA PE #73152 ' , Miami Da Count De artment of Re send-Economic:<Resources Job Co Y P J �"'�°` PY . ; wnrrPx Da•a•ax. auu ,u,e aiRaaxa aw, arm a s. , wMTUC"f«.IL \EMM,% a!D BC aePO«ea8 Fnq •LL aYEX Cnloxs DN Mr 2 .P. wD tie Dina «Liar tie xonnm a Lin vuD.nwa aw Due •xD eaxanaxa 09 100731 4/28/2021 3_. 42.03 _ tie TME D.G•eD4 r .,..i. - uusr tie maws anus raa err.w - - - - _ scar arras saar,ED do 016 P:4 I TERCEPTOR DETAILS.' df. df CODE IN EFFECT: 201'7 Florida Sul din Code 6th Edl nnDa Examiner e Date Time Siam Trade Stain Name P P .LOPEZ,KARINA 2 23 2021 1.48.51 PM DFOG VOID . / / . .. i