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CC-10-18-3286 PlansDESIGN TEAM: FOG 2.0 RER-DERM FOG Control Device (FCD) Installation Inspection Approval Date: Inspector: DERM's FCD Installation Inspection Required Prior to Plumbing Final for all Municipal projects. 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, MDC Code. To schedule DERM's FCD Installation inspection for Municipal projects please send an email to iF062@miamidade.gov, 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. X�o �7 P C` H Update& 4/26!2018 I 3 Sins Gastrobar 9835 NE 2nd Ave Miami Shores Fl. 33138 Folio # 11-3206-013-4380 Owner Information: 9801 Park LLC 4141 NE 2nd AVE # 9n4 A Miami FL. 313137 YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21 ST TERRACE MIAMI, FL33175 PH: (305) 484-5596 PE: 75423 �OF F( O r�P............ --L.-So �- PE-7'542 j Q-- �SS/0 MA YAN L. SOUS -- F.E 7542� - NOT VALID FOR CONSTRUCTION OR CI^CI[:G WITHOUT SIGNATURE & CITY APPROVAL STAMPS =83 Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE 'i_ Rev i 1/17/2019 DATE: 11 /10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: , I ' AW A-O DESIGN TEAM: Sin Gastrobar Folio # 11-3206-013-4380 Owner Information: 9801 Park LLC 4141 NE 2nd AVE # 204 A Miami FL 33137 Void Yktjp Onl� py PERMIT #MPA VILLAGE --" pp APFRi ,'i:'C I E'f DATE I ZO';.N'G UFUCTI,`?ALr / ELECTRK""- Z(2DE WI H ; =.ND COUN Ycrm YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 SEAL: O F...F4 O "••Fib=. -O PE 75423 -�o /••qq F••...... ...........:�G� ; SS/O NA \-,, ,1-1 ' ....... '' YAN L SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS PROJECT: Sin Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave #204 MANAGMENT: # REVISIONS DATE DATE: 06/22/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: 9 SHEET No: DESIGN TEAM: Q LL. O r� W IY O Q n 2 W co Q W O U Z LU Q � � J z � J O co W IL CD z 00Q In l� Scope of Work Area. qq� Occupancy Classification: Group A-�/ ADJACENT BUILDING See P-33 Fo, G,eaae lnte,cep(o, sys(am oeran. \� (`� ExIAInO<a1Gi Becln Ful SEE PLVMBIN65NE�m PLPN FOfl CONTINVPPON (3HEEi %.0) 3iU E ! I J (+r""TiT:S�P'i3'lITE UM "�� f 4d I V �ci•••SlG4 '�iV ij 13ii BJECT ( tti E Ty y�g xi.i m: :( ,a. ��:� m 1104 I I till Ili I i 0.:,.#E"985'`=€E dONiNG SKETCH LOCATION SKETCH scads.= ncxs. sea:: = r-sue• g Occupancy Classification: Group B No'01:Existing 1 hr fire rated partition wall to be upgraded to 2 Hours, See Sheet A-2 U357 Design for Proposed Partition wall details. A d TC 5 Existing Tenant 32'-0" Restaurants To Remain 2 Separation Post Office 9825 ® O Tenant/9801 O Proposed New Restaurant under separate Permit Existing Tenant Existing Tenant Existing Tenant To Remain 211 - 213 To Remain 215 To Remain 217 0 IRW_MER Z W J J Q VJ Proposed new restaurant comply with the requirements of Chapter 456 Ocupancy: Group A - 2 Type of Construction: Existing Building Type III (Unprotected) d. as A. d a ..a. a d as .° �... °:a �.�4 °: <e . o d d d a ?P d ° Ird a, n ° ° in1 e -ten d ml' a ° a-1.Sl ° ° < <..�.. 4 ° a E] YAN L. SOLIS, P.E ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 P E: 75423 WP O�, O E 75423 , YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS PROJECT Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 IMANAGMENT: # REVISIONS DATE ev 1/17/2019 ® eV 2/1312019 A5 ev 3/18/2019 ev 4/8/2019 DATE: 11 /10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: N.E. 98TH. STREET 75' TOTAL RIGHT-OF-WAY Site Plan Plan (For Location Reference Only) Scale 1 /8" = 1'-011 SHEET No: ! f •,� lVr7lr an LINWIIIIIIIIIIIIIIII tOCATIONBIf6TCH OiD �j 00 for �AMPS APPROVED MIAMI-DADE COUNTY FIRE DEPARTMENT BLDG,PERMIT__ RREALARM__ FIRE SUPPRESSION__ WATER MAIN E%Xf.__ ---NnV 2 0 201E,.,./ )r Location Reference Only) Ut51li IV I tHIVI: Y� I YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE:75423 SEAL: OF Flo - • L. s 17 •.... y s -V PE 75423 ' L ; � '•., t it a It'�`� ; YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS go •••• - • • ••tee•• Voo .® •• Eon .a••u Sin Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave #204 Miami FL 33137 MANAGMENT: # REVISIONS DATE Al ev 11/19/2018 DATE: 11 /10/201 S DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: NONE SHEET No: A�00 N Door Schedule Key Note Description Door Hight and Width (Inch) Door Clear Opening (Inch) N.O.A / FL # D1 Sliding Door (Under Permit # WS-4-18-969) 120" x 288" 168" FL # 25959 p2 Double French Door (Under Permit # WS-4-18-969) 94 1/4" x 75 1/2" 67 1/2" FL # 150826.32 SL Side Lite (Under Permit # WS-4-18-969) 97 3/4" x 21" N/A FL # 27000 D3 Double Acting Door 84" x 36" 2'-10" Min 1 N/A D4 Singel Interior Door (180 Degree) 84" x 36" 2'-10" Min N/A D5 Singel Interior Door 84" x 36" 2'-10" Min N/A D6 Singel Interior Door 84" x 36" 2'-10" Min N/A p7 Singel Door Existing To Remain 84" x 36" 2'-10" Min N/A D8 Singel Door Existing To Remain 84" x 36" 2'-10" Min N/A Note 1: All doors have a minimun door leaf > 34" Door I n Means Egress: (2'-10") with a clear opening > 32" (2'-8") All door serving more than 100 Ocupants shall be provided Note 2: Floor elevation on both sides of the door shall not vary by more than 1/2". with panic hardware. Equipment Schedule Code Description Gas/Electrical BTU / KW Dimmensions A Espresso Machine Electrical 4300 W / 240V 34"Hx 24"Wx 24"D C Dishwasher Machine Under The Counter Electrical 1200 W / 120V 18.5"Hx 25"Wx 19.5"D D Dishwasher Machine Electrical 1750 W / 120V 34"Hx 24"Wx 24"D E Fryer Machine 4 Burners Gas 110,000 BTU 56"Hx 16"Wx 35"D G Ice Machine Electrical 4500 W / 240V 39"Hx 26"Wx 28"D H Worktop Refrigerator Electrical 2500 W / 120V 48"W J 2 Stove 4 Burners Gas 5000 BTU Each 36"Hx 24"Wx 25"D M Wood Grill N/A N/A 36"Hx48"Wx25"D N Convensional Oven (Double) Top/Bottom Gas 52"Hx 29"Wic 25"D o Under the counter Freezer Electrical 5000 W/240V 53"Hx 29"Wx 25"D Wall Leaend Existing 8" CMU Wall to Remain. I ® Existing 1 hr fire rated partition wall to be upgraded to 2 Hours, and STC > 50 See Sheet A-2 U357 Design for Proposed Partition wall details., I I I I I I I I SHOP DRAWING NOTES SHOP DRAWINGS AND SPECIFICATION SUBMITTALS TO INCLUDE BUT NOT LIMITED TO THE FOLLOWING: SUBMIT SETS MINIMUM SIGNED & SEALED BY LIC. ENO. Wt ALL SPECS (FOR ARCHITECT APPROVAL PRIOR TO FABRICATION) ALLOW SUFFICIENT TIME FOR PROCESSING (TWO WEEKS). SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY CONTRACTOR AND ARCHITECT. SHOP DRAWINGS SUBMITTALS REJECTED SHALL BE RESUBMITTED SHOWING CORRECTIONS PRIOR TO FABRICATION. SUBMIT SAMPLES AND COLOR CHART FOR FINISHES, SUBMITROOFING BOND '10 YEARS` (MATERIALS AND INSTALLATION), ELEVATOR GUARANTEES IF APPLICABLE, CONCRETE TEST AND DESIGN MIX MORTAR MIX AND DESIGN. MATERIALS + INSTALLATION + FIXTURES DOORS FRAMES, DOOR TYPES, SPECIFICATIONS, INSTALLATIONS AND HARDWARE SCHEDULE WINDOWS AND GLAZING - DETAILS AND SAMPLES METAL WORK SUCH AS RAILINGS GATES, AND STAIRS DRYWALL - MATERIALS AND INSTALLATION MECHANICAL AC, HEATING AND VENTILATION - MATERIALS AND FIXTURES SPRINKLERS, METAL GUTTERS, DRAIN SPOUTS AUDIO VISUAL COMPONENTS, ALARMS KITCHEN EQUIPMENT, CABINETS -AS SHOWN ON INTERIOR DESIGN DRAWINGS FINISHES -AS SHOWN ON DRAWINGS, SAMPLES TO BE PROVIDED ON SITE FOR AOR APPROVAL. ALL SUBCONTRACTORS SHALL GUARANTEE THEIR WORK (MATERIAL AND LABOR) FOR A MINIMUM PERIOD OF ONE YEAR UNLESS OTHERWISE NOTED OR REQUIRED - PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" 1. THE CONTRACTORS AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES, LEVELS, CONDITIONS AND DIMENSIONS AT THE JOB SITE AND AS SHOWN ON THE DRAWINGS. THEY SHALL REPORT IN WRITING ANY ERRORS, INCONSISTENCIES, OR OMISSIONS ON THE DRAWINGS TO THE ARCHITECTIENGINEER (AE) BEFORE COMMENCING WORK. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL LAY OUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND ARE RESPONSIBLE FOR ALL LINES ELEVATIONS, AND MEASUREMENTS IN CONNECTION WITH THEIR WORK. 2- CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR SAIAE- 3. THE CONTRACTOR IS RESPONSIBLE THAT ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF ALL APPLICABLE LOCAL CODES, ORDINANCES, AND PERMIT PROCEDURES. 4. THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 33 OF THE FLORIDA BUILDING CODE. AND ALL. LOCAL STATE: AND FEDERAL LAWS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL WORK AND MATERIALS FROM WEATHER DAMAGE. & THE CONTRACTOR AGREES THAT HE WILL HOLD OWNER ARCHITECT, ENGINEER ANWOR ANY OF THEIR EMPLOYEES OR AGENTS HARMLESS FROM ANY ALL DAMAGE AND CLAIMS WHICH MAY ARISE BY REASON OF ANY NEGLIGENCE ON THE PART OF THE CONTRACTOR„ ANY OF HIS SUBCONTRACTORS, MATERIALS AND EQUIPMENT SUPPLIES ANWOR ANY OF THEIR EMPLOYEES OR AGENTS: IN PERFORMANCE OF THIS CONTRACT; AND, IN CASE ANY ACTION IS BROUGHT THEREFORE AGAINST OWNER, ARCHITECT ENGINEERS AND,'OR ANY OF THEIR EMPLOYEES OR AGENTS THEY RESERVE THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COST THEREOF TO THE CONTRACTOR 7. DO NOT SCALE DRAWING. USE DIMENSION INDICATED ON DRAWINGS. DIMENSIONS OF LARGER SCALE DRAWING AND DETAILS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND VERIFY SAME IN FIELD- B. IN THE EVENT THERE ARE FOUND DISCREPANCIES ON SITE OR AMBIGUITIES IN OR OMISSION FROM, THE CONTRACT DOCUMENTS INCLUDING ALL PLANS AND SPECIFICATIONS PROVIDED, OR SHOULD BE ANY DOUBT AS TO THEIR MEANING AND INTENT, THE ARCHITECT SHALL BE NOTIFIED IN WRITING BY THE GENERAL CONTRACTOR IN ORDER TO PROVIDE CLARIFICATION- PRIOR TO THE COMMENCEMENT OF WORK, 9. SOIL UNDER NEW SLABS TO SE TERMITE TREATED AS PER FBC 1 B15 9 7. 19. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL. OR CHARGE OF THE CONSTRUCTION MEANS, METHODS, SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. 11. ALL WOOD WITHIN WALL SHALL BE FIRE -TREATED. WOOD CASING, JAMBS AND TRIM SHALL BE STAIN GRADE OR CLEAR UNLESS SPECIFIED OTHERWISE- 12. WHERE APPLICABLE, INSULATE MASONRY WALLS. EXTERIOR STUDS WALLS„ AND ATTIC SPACE IN ACCORDANCE WITH THE ENERGY CODE CALCULATIQNS- 13. ALL WINDOW AND DOOR SIZES ARE, NOMINAL. VERIFY MANUFACTURERS ACTUAL AND ROUGH OPENING DIMENSIONS. G.C. TO EXPOSE ALL DOOR 6 WINDOW SURROUNDS (INTERIOR FACE) TO CONCRETE BLOCK PRIOR TO FINAL SIZING. 14. ALL PERIMETER THRESHOLDS SHALL BE V2" MAX. WI THE EXCEPTION OF SECONDARY SLIDING GLASS DOORS EXITING ONTO BALCONIES WITH IMPERVIOUS PIN. 15. FIXED GLASS AND+OR OPERABLE WINDOW WITHIN 24 OF THE FINISH FLOOR SHALL BE SAFETY GLASS- If- ALL REQUIRED TESTS AND INSPECTIONS SHALL BE PERFORMED BY OWNER, 17. ALL DRYWALL PLASTER AND STUCCO SHALL RECEIVE TWO COATS OF PREMIUM QUALITY PAINT. WOOD SHALL BE PAINTED OR STAINED. COLOR TO BE SELECTED BY OWNERIARCHITECT. 15. THE CONTRACTOR SHALL OBTAIN FROM ALL SUB CONTRACTORS THE SIZE AND LOCATION' OPENINGS TO BE PROVIDED BY THEIR RESPECTIVE TRADE. THE CONTRACTORS SHALL BE RESPONSIBLE FOR CCORDINATION, LOCATION, SIZE AND DETAIL 19. THE CONTRACTOR SHALL AS PER MANUF SPECS. NOA PROVIDE ALL SUPPLEMENTAL MATERIAL REQUIRED TO PROPERLY INSTALL SUPPORT AND BRACE ALL ITEMS AND COMPONENTS WITHIN THE WORK 20. THE GENERAL CONTRACTOR GUARANTEES AND WARRANTS THAT ALL WORK PERFORMED SHALL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY ANY DEFECTS OR DAMAGE DISCOVERED DURING SAID PERIOD SHALL. BE REPAIRED OR REPLACED AS DIRECTED IN WRITING BY THE ARCH ITECVOWN ER, AT NO ADDITIONAL COSTS. 21. ALL INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH CHAPTER VIII OF THE FLORIDA BUILDING CODE TABLE 903 3 AS WPELL AS STATED IN #id. 22. COMPLETIONCONTRACTOR TO NOTIFY OWNER ANDIOR ARCHITECT IN WRITING AT LEAST ONE WEEK PRIOR TO FINAL INSPECTION. FINAL DISBURSEMENT TO CONTRACTOR SHALL NOT BE MADE UNTIL OWNERS PUNCH LIST HAS BEEN SATISFIED -CONTRACTOR TO PROVIDE' OWNER WITH WRITTEN GUARANTEE ON ALL EQUIPMENT. CONTRACTOR AT COMPLETION OF WORK SHALL REMOVE FROM THE PREMISES ALL RUBBISH,SPACE IMPLEMENTS,EQUIPMENTAND SURPLUS MATERIALS, AND LEAVE THE PROJECT„BROOM CLEAN". 23. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND ALL REQUIRED NOTICES OF APPROVAL FOR ALL CUSTOM FABRICATED WORK CONTRACTOR SHALL REVIEWIAPPROVE ALL SUBMITTALSfiSHOP DRAWING PRIOR TO SUBMITTING FOR ARCHITECTS REVIEW. 24. G.C. TO COLRD. WITH OWNER ACCESS TO SITE AND SECURITY ISSUES. 25. FOR ALL PRE -FABRICATED EQUIPMENT CONTRACTOR MUST VERIFY EXACT DIMENSIONS & MOUNTING/INSTALLATION PRIOR TO INSTALLING. PROVIDE ALL MATERIALS & LABOR NECESSARY FOR THE INSTALLATION. AS PER MANUF. SPECS ALL CONTRACT DOCUMENTS. Temporary Propane Gas Tank SEAL: DESIGN TEAM: 9 Remain Door Schedule Key Note Description Door Hight and Width (Inch) Door Clear Opening (Inch) N.O.A / FL # D1 Sliding Door (Under Permit # WS-4-18-969) 120" x 288" 168" FL # 25959 p2 Double French Door (Under Permit # WS-4-18-969) 94 1/4" x 75 1/2" 67 1/2" FL # 150826.32 — SL Side Lite (Under Permit # WS-4-18-969) 97 3/4" x 21" N/A FL # 27000 D3 Double Acting Door 84" x 36" 2'-10" Min 1 N/A D4 Singel Interior Door (180 Degree) 84" x 36" 2'-10" Min N/A D5 Singel Interior D or 84" x 36" 2'-10" Min N/A pg Singel Interior D or 84" x 36" 2'-10" Min N/A p7 Singel Door Existing To Remain 84" x 36" 2'-10" Min N/A p$ Singel Door Existing To Remain 84" x 36" 2'-10" Min N/A Note 1: All doors have a minimun door leaf > 34" (2'-10")withaclearopening>32"(2'-8") door In Means Egress: Note 2:Floorelevation onboth sides ofthe door All door serving more than 100 Ocupants shall be provided shall IT arybymorethan1/2". With panic hardware. Equipment Schedule Code Description Gas/Electrical BTU / KW Dimmensions A Espresso Machine Electrical 4300 W / 240V 34"Hx 24"Wx 24"D C Dishwasher Machine Under The Counter Electrical 1200 W / 120V 18.5"Hx 25"Wx 19.5"D D Dishwasher Machine Electrical 1750 W / 120V 34"Hx 24"Wx 24"D E Fryer Machine 4 Burners Gas 110,000 BTU 56"Hx 16"Wx 35"D G Ice Machine Electrical 4500 W / 240V 39"Hx 26"Wx 28"D H Worktop Refrigerator Electrical 2500 W / 120V 4811W J 2 Stove 4 Burners Gas 5000 BTU Each 36"Hx 24"Wx 25"D M Wood Grill N/A N/A 36"Hx48"Wx25"D N Convensional Oven (Double) Top/Bottom Gas 52"Hx 29"Wx 25"D o Under the counter Freezer Electrical 5000 W/240V 53"Hx 29"Wx 25"D Wall Legend SHOP DRAWING NOTES SHOP DRAWINGS AND SPECIFICATION SUBMITTALS TO INCLUDE BUT NOT LIMITED TO THE FOLLOY"ING: SUBMIT 4 SETS MINIMUTI SIGNED & SEALED BY LIC- ENG. Wi ALL SPECS (FOR AR CH.ITECT APPROVAL PRIOR TO FABRICATION) ALLOW SUFFICIENT TIME FOR PROCESSING j1NO VJEEKSL SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY CONTRACTOR AND ARCHITECT- SHOP DRAWINGS SUW,117T.ALS REJECTED SHALL BE RESUBMITTED SHOWING CORRECTIONS PRIOR TO FABRICATION. SUBMIT SAMPLES AND COLOR CHART FOR FINISHES, SUBIVI7 ROOFING BOND "10 YEARS' (MATERIALS AND INSTALLATION), ELEVATOR GUARANTEES IF APPLICABLE, CONCRETE TEST AND DESIGN MIX MORTAR MIX AND DESIGN. MATFRIALS • INSTALLATION + FIXTURES DOORS" - FRAMES, DOOR TYPES; SPECIFICATIONS, INSTALLATIONS AND HARDWARE SCHEDULE WINDOWS AND GLAZING - DETAILS AND SAMPLES METALWORK SUCH AS RAILINGS GATES, AND STAIRS DRYWALL- MATERIALS AN) INSTALLATION MECHANICAL AvC. HEATING AND VENTILATION - MATERIALS AND FIXT URES SPRINKLERS, METAL GUTTERS, DRAIN SPOUTS AUDID VISUAL COMPONENTS, ALARMS. KITCHEN EQUIPMENT. CABINETS -AS SHOWN ON INTERIOR DESIGN DRAWINGS FINISHES - AS SHOWN ON DRAWINGS. SAMPLES TO BE PROVIDED ON 511 E FOR AOR APPROVAL. ALL SUBCONTRACTORS SHALL GUARANTEE THEIR WORK (MATERIAL AND LABOR) FOR .A MINIMUM PERIOD OF ONE YEAR UNLESS OTHERWISE NOTED OR REQUIRED. Existing 8" CMU Wall to Remain. New Partition Wall. Existing 1 hour FireRated Partition Wall. PROPOSED FLOOR PLAN SCALE: 1/4" = 1'-0" Temporary Propane Gas Tank GENERALNOTES 1. THE CONTRACTORS AND ALL SUBCONTRACTORS SHALL VERIFY ALL GRADES, LINES LEVELS, CONDITIONS AND DIMENSIONS AT TH= JOB SITE AND AS SHOWN ON THE DRAWINGS. THEY SHALL REPORT IN WRITING ANY ERRORS, INCONSIS LNCILS, OR OMISSIONS ON THE DRAWINGS TO THE ARCHITECDENGINEER (NE) BEFORE COMMENCING WORK- THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL LAYOUT THEIR WORK FROM ESTABLISHED REFERENCE POINTS AND ARE RESPONSIBLE FOR ALL LINES, ELEVATIONS, AND MEASUREMENTS IN CONNECTION WITH. THEIR WORK. 2- CONTRACTORS SHALL FIELD VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR SAME- 3. THE CONTRACTOR IS RESPONSIBLE THAT ALL WORK AND MATERIALS SHALL BE IN COMPLIANCE WITH THE LATEST EDITION OF ALL APPLICABLE LOCAL CODES, ORDINANCES, AND PERMIT PROCEDURES. 4- THE CONTRACTOR IS RESPONSIBLE AND SHALL COMPLY INITH THE REQUIREMENTS OF CHAPTER 33 OF THE FLORIDA BUILDING CODE AND ALL LOCAL STATE AND FEDERAL LAWS. 5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTIONOF ALL WORK AND MATERIALS FROM WEATHERDAMAGE. 6. THE CONTRACTOR AGREES THAT HE WILL HOLD OWNER, ARCHITECT, ENGINLLR AND%OR ANY OF THEIR EMPLOYEES OR AGENTS HARMLESS FROM ANY ALL DAMAGE AND CLAIMS WHICH MAY ARISE BY REASON OF ANY NEGLIGENCE ON THE PART OF THE CONTRACTOR ANY OF HIS SUBCONTRACTORS MATERIALS AND EQUIPMENT SUPPLIES ANO'OR ANY OF THIR EIu1PLOYEES OR AGENTS, IN PERFORMANCE OF THIS CONTRACT; AND IN CASE ANY ACTION IS BROUGHT TPEREFCRE AGAINST OWNER, ARCHITECT ENGINEERS AN! rOR, ANY OF THEIR EMPLOYEES OR AGENTS THEY RESERVE THE RIGHT TO DEFEND SUCH ACTION AND CHARGE ALL COST THEREOF TO THE CONTRACTOR. 7. DO NOT SCALE DRAWING: USE DIMENSION INDICATED ON DRAWINGS. DIMENSIONS OF LARGER SCALE DRAWING AND DETAILS SHALL TAKE PRFCF.DENCE OVER SMALLER SCALE DRAWINGS 2ONTRACTOR SHALL BE RESPONSIBLE FOR ALL DIMENSIONS AND VERIFY SAME INFIELD. B. IN THE EVENT THERE ARE FOUND DISCREPANCIES ON SITE OR A1081GUITIES IN OR OMISSION FROM. THE CONTRACT DOCUMENTS INCLUDING ALL PLANS AND SPECIFICATIONS PROVIDED OR SHOULD 8E ANY DOUBT AS TO THEIR MEANING AND INTENT. THE ARCHITECT SHALL BE NOTIFIED IN WRITING BY THE GENERAL CONTRACTOR IN ORDER TO PROVIDE CLARIFICATION. PRIOR TOTHE COMIyLFNCFMENTOF WORK. 9. SOIL UNDER NEVV SLABS TO BE TERMITE TREATED AS PER FBC 16. THE ARCHITECTiENGINEER SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL, OR CHARGE OF THE CONSTRUCTION MEANS METHODS SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS- 11 ALL WOOD WITHIN WALL SHALL BE FIRE -TREATED. WOOD CASING. JAMBS .AND TRIM SHALL BE STAIN GRADE OR CLEAR UNLESS SPECIFIED OTHERWISE 12 WHERE APPLICABLE, INSULATE MASONRY WALLS EXTERIOR STUDS WALLS, AND ATTIC SPACE IN ACCORDANCE ,KITH THE ENERGY CODE CALCULATIONS. 13- ALL WINDOW AND DOOR SIZES ARE NOMINAL, VERIFY MANUFACTURER'S ACTUAL AND ROUGH OPENING DIMENSIONS. G.G. TO EXPOSE ALL DOOR P WINDOW SURROUNDS flNTERIDR FACE) TO CONCRETE BLOCK PRIOR TO FINAL SIZING- 14 ALL PERIMETER THRESHOLDS SHALL BE 112' MAX. WI THE EXCEPTION OF SECONDARY SLIDING GLASS DOORS EXITING ONTO BALCONIES WITH IMPERVIOUS PIN. 15. FIXED GLASS ,AND+OR OPERABLE tiVINDOVd WITHIN 24" OF THE FINISH FLOOR SHALL BE SAFETY GLASS. 16 ALL REQUIRED TESTS AND NSPECTIONS SHALL BE PERFORMED BY OW'NER- 17. ALL.. DRYWALL PIASTER AND STUCCO SHALL RECEIVE TWO COATS OF PREMIUM QUALITY PAINT. WOOD SHALL BE PAINTED OR STAINED. COLOR TO BE SELECTED BY OWNERIARCH17ECT. 1B. THE CONTRACTOR SHALL OBTAIN FROM ALL SUB CONTRACTORS THE SIZE AND LOCATION OPENINGS TO BE PROVIDED BY THEIR RESPECTIVE TRADE. THE CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION, LOCATON, SIZE AND L7E'[AIL 19- THE CONTRACTOR SHALL AS PER. MANUF- SPECS. NOA PROVIDE ALL SUPPLEMENTAL MATERIAL REQUIRED TO PROPERLY INSTALL, SUPPORT AND BRACE ALL ITEMS AND COMPONENTS INI THIN THE WORK 20 THE GENERAL CON] RACTOR GUARANTEES AND WARRANTS THAT ALL WORK PERFORMED SHALL BE FREE FROM DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY- ANY DEFECTS OR DAMAGE DISCOVERED DURING SAID PERIOD SHALL BE REPAIRED OR REPLACED AS DIRECTED IN WRITING BY THE ARCHITECT)OWNER. AT NO ADDITIONAL COSTS. 21. ALL INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH CHAPTER Vill OF THE FLORIDA BUILDING CODE. TABLE 801.3 AS WELL AS STATED IN #4. COhPL TO :C ACTOR TO NOT OWNER AND/OR ARCHITECT N WRITING AT LEAST ONE WEEK PRIOR TO FINAL INSPECTION. FINAL DISBURSEMENT TO 22 I E I N ONTR NOTIFY I I I I CONTRACTOR SHALL NOT BE MADE UNTIL OWNERS PUNCH LIST HAS BEEN SATISFIERCONTR,ACTOR TO PROVIDE OWNER WITH WRITTEN GUARANTEE ON ALL EQUIPMENT. CONTRACTOR AT COMPLETION OF WORK SHALL REMOVE FROM THE PREMISES ALL RUBSISH..SPACE IMPLEMENTS EQUIPMENT,AND SURPLUS MATERIALS, AND LEAVE THE PROJECT "BROOM CLEAN". 23 CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND ALL REQUIRED NOTICES OF APPROVAL. FOR ALL CUSTOM FABRICATED 'A'ORK. CONTRACTOR SHALL REVIEWAPPROVE ALL SUBPAITTALSiSHOP DRAWING PRIOR TO SUBMITTING FOR ARCHITECTS REVIEW. APP 24 G.C. TO COLOD. WITH OWNER ACCESS TO SITE AND SECURITY ISSUES. MIAMI-DADE COU T 25. FOR ALL PRE FABRICATED EQUIPMENT CONTRACTOR MUST VERIFY EXACT DIMENSIONS & MOUNTI%INSTALLATION PRIOR TO INSTALLING. FIR IDE ALL MATERIALS &, LABOR NECESSARY FOR THE INSTALLATION AS PER MAKER SPECS. ALL CONTRACT DOCUMENTS- BLDG. PERMIT wn FIRESUPPRESSION__voib 4(D 001 RI Y`" • y DATENOV�43�Y i ►WED F1RE DEPARTMENT FIRE ALARM WATER MAIN EXT. YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 F F4 C .. ,, PN L. S %r' W YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS of 0.00 PROJECT: Sin Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Paris LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE ev 11/19/2018 DATE: 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: c SHEET No: A-1 DESIGN TEAM: 341 I z 5 I: 1' 6" d WNZ A 41 $11 Womens 4'-5" DA W.C. ZONE 1'- 611 10" 12" Max 2'-10" CLEAR MIN. _3' 1' 6" ZONE Note: Provide impervious tile finish walls over cementicious backer boarding wet walls in bathrooms 4' high minimun. Bathroom accesories should comply with the requirements of the 2017 FBC accessibility. I 4'-919 1 I-611 LO ' 6" Mens 1' 6" 1 12" Max1 2'-10" CLEAR MIN. '.4" 3'- ADA MIRROR 36" MIN 7*4 4'-10" 1-611 New Restaurant Bathroom LO � CD c- N A I 1211 1' 1.611 — 642" Min 0 LAVATORY Wall Reinforcing TREINFORCING NOTES: PLAN 1. STEEL STUDS SHALL BE DOUBLED OR NOT LESS THAN 20 GAUGE IN WALLS BEHIND ALL WALL HUNG CABINETS. AND PLUMBING FIXTURES AS INDICATED IN 2010 FBC 2517.5.1.1 2. PROVIDE AHORIZONTAL 2"X8"MINIMUM WOOD MEMBER SECURELY FASTENED TO NOT LESS THAN 2 STUDS FOR THE ATTACHMENT OF ALL WALL HUNG CABINETS, FIXTURES, ACCESSORIES AND ALL WALL HUNG PLUMBING FIXTURES, INSTALL TO MEET REQUIREMENTS OF 2010 FBC 2318.1.15 AND 2517.5.1.3 1/4" X 8" CONT. STEEL PLATE FASTENED TO EACH METAL STUD 3. THESE NOTES AND REQUIREMENTS ARE ACROSS THREE STUDS MIN. APPLICABLE TO ALL CASEWORKAND PLUMBING REFER TO REINFORCING NOTES FIXTURES IN THIS PROJECT WHICH MEET THE FOR MORE INFORMATION AFOREMENTIONED NOTES UL DESIGN U357 NEW 5/8" TYPE X GYPSUM BD ON EXISTING 2" X 6" WOOD STUDS ® 16" O.C. EXISTING TO REMAIN 2%6" VERT. WOOD STUD ® 16" O.C. PROPOSED NEW RESTAURANT NEW SPRAY APPLIED FIRE RESISTIVE MATERIAL AS PER UL DESIGN U357 (SEE ISOLATEK INTERNATIONAL LETTER OF EXISTING POST COMPLIANCE FOR CAFCO BLAZE —SHIELD II ) OFFICE EXISTING 1/2" CEMENT BOARD SCREW TO VERT. WOOD STUD. EXISTING 1/4" PLASTER FINISHING. EXISTING 1 HR PARTITION UPGRADED TO 2 HR FIRE RATED WALL DETAILS N.T.S NOISE REDUCTION RATING = 0.80 (PER INCH OF THICKNESS). AS TESTED IN ACCORDANCE WITH ASTM C423. TO ACCOMPLISH STC REQUIREMENTS (>50) V CROWN 6"0 GALVANIZED STEEL PIPE BOLLARD FILLED WI CONCRETE BEVEL WELDED TO ` STEEL PLATE. (SEE STRUCTURAL) 12"X12"X1/4" STEEL PLATE W/(4)112"X4" EXP, BOLTS. STEEL REINFORCEMENT AS REQUIRED rCONCRETE SUBSTRATE (SLAB ON GRADE OR STRUCTURAL SLAB) ME a' BASE PPLATE PLAN SECTION TYPICAL CONCRETE BOLLARD YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 OF F4 O U ` PE 75423 ? �� 'ONA \ YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE 30 ev 1/17/2019 eV 2/13/2019 ev 3/18/2019 © ev 4/8/2019 DATE : 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: — J A-2 MANAGMENT. # REVISIONS DATE 1/17/2019 ; 4 `. 'Rev 4 2/13/2019 DATE: 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: DESIGN TEAM: 1 L__ 01b Kk fp W6 fo( Stpa PROJECT: Si F 983 Miami STING STORM SER GUTTER 98 4141 N Mic MANAGMENT: H—�� SYSTEM TO BE INSTALLED IN ACCORDANCE WITH N.F.P.A._ _96 -- -- APPROVED MIAMI-DADE C0rTY FIRE DEPARTMENT BLDG. PERMIT`/ FIRE ALARM cmrSURPRFSSIDN WATER MAIN EXT.- MECHANICAL ROOF PLAN SCALE: 1/4" = 1'-0" # I REW /,' o SHEET TITLE: SHEET No: ucalury 1 cr+m: fn 0 0 0 0 0 0 X.X Refrigerator Refrigerator Refrigerator n O n n O n n O n a 14A WON ••• _ •b U LJ Li IJ LLLLLLL LL LLLLLLL LL LLLLLLL FL LL LLLLLLL LL LLLLLLLL �L LL Egress LLLLLLLLLLL LLL _L LL LLLL r LLLL 2-36" Swing Doors 68"/0.2 = 340 Ocupants Occupant Load Calculation (NFPA) As per Table 7.3.2.1 Life Safety Code Bar Area 70SgFt/ 5 14 Kitchen/Staff Area 607 Sq Ft / 100 6.07 Storage Area 138 Sq Ft 1300 0.46 Seating Area (Interior) 1200SgFt/15 80 Waiting Area 100 Sq Ft // 5 y 2D Seating Area (Exterior) 450 Sq Ft / 15 30 Total Occupant Load = 160 Cocktail Station 51 Ft To Exit Door �Jv�.rl►err►J�.�1�`�r� 56 Ft Common'Path of Trawl. 1MR Colla TMe 12' by 2' 54 Ft Common Path of Travel Table I. .. Bench .I ; _______________________� Existing 1 Hour Rated FireWall To be upgrated to 2 Hour Florida Fire Prevention Code Occupancy Classification: Florida Fire Prevention Code, 6th Edition (12.2.5.1.2) Assembly Occupancy 3.3.188.2 Assembly use for a Gathering of 50 or more persons for deliberation, worship, entertainment, eating, drinking, amusement, awaiting transportation or similar uses. Egress Requirements Not Sprinklered, no Fire Alarm system Common Path Limit = 20 Ft if more than 50 Persons, 75 Ft if Less than 50 Persons Dead —End Limit = 20 Feet. Travel Distance Limit = 200 Feet Min Number of Mean Of Egress: 2 Flame Spread Exits are not protected by a sprinkler system: Class B/II Flame Spread 26-75: 0-450 smoke development. It shall be the responsibility of the General Contractor to submit rating information to thelocal building official if so requested. 12.7.4.1 Fabrics & films used for decorative purposes, all draperies and curtains, and similar furnishing shall be in accordance with the provisions of NFPA 10.3.1 Legend Existing 8" CMU Wall to Remain. Exit/Emergency Light. --o---♦ Common Path of Travel. sD Smoke Detector. New Partition Wall. ® Existing 1 hour FireRated Partition Wall. Note: Additional Exit and Emergency Lights and other life safety components may be required by the field fire Inspector at the time of the fire Final inspection. I► 1 Total Occupant Summary Interior �zo Exterior 30 Total �60 f YYYYYYY YY YY Y Y YY YY Y Y Y Y Y Y Y Y Y Y Y Y r♦ i r♦ r r♦♦ r♦ r r r r.. r..•. r Class of Rehabilitation: � Change of use or Occupancy Classification. (43.7.2.2) .A AAAAAAA AAAAJ._A { See A-2 for U3557 Design Details -S Door In Means Egress: All door serving more than 100 Ocupants shall be provided with panic hardware. Interior wall and ceiling finishes shall be classified in accordance with ASTM E=84. Such interior finish material shall be grouped in the following classes in accordance with their flame spread and smoke developed indexes. Class A: Flame Spread 0-25; Smoke Developed 0-450 Class B: Flame Spread 26-75; Smoke Developed 0-450 Class C: Flame Spread 76-200; Smoke Developed 0-450 Interior Finishes Shall comply with NFPC 6th Eddition 10.2.2. And FBC Chapter 8. O Office 180 Deg +� + —— Und the Uty I + + + I+ o ter Free r + i + + + 1z I+ + + I+ + I + Storage Area + I Mop Sink 0 I + I- I+ O° I(Open) +I + + +I o I+ + + I+ p + I + + + I MU Existing CConcrete Wall To IUty + + + I+ Remain O Sink + I + + + I+ + + i+ NI 42 F To Exit cor ,� Egress Existing CMU + _ J + i Concrete Wall To +� + + + I Remain i +Dry + + Womens T' Mans +I Storage + + I I+ �5' 5' i + + + + I +I + + + I+ L._—_+--+--_+j 35 Ft To Exit Door l E�ress 36" Swing Doors 34"/0.2 = 170 Ocupants LIFE SAFETY FLOOR PLAN SCALE: 1/4" = V-0" , , YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE:75423 YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS ...... .... PROJECT: Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # I REVISIONS DATE 30 ev 1/17/2019 4 eV 2/13/2019 ZL ev 3/18/2019 LR ev 4/8/2019 DATE: 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: L S DESIGN TEAM: rn Oiswasher L----------------� Refrigerator O Cocktail Station Refrigerator O LLLLLLLLL LL FT L L L L L L L L L L L LLLLLLLLL LL F].'_ LLLLLLLLLL L LL e FILL lei LLLL LULL 2-36" Swim Doors 68'70.2 = 340 Ocupants z Refrigerator O O Cocktail Station 51 Ft Tq Exit Door Occupant Load Calculation (NFPA) As per Table 7.3.2.1 Life Safety Code Bar Area 70 Sq Ft / 5 14 Kitchen/Staff Area 607 Sq Ft / 100 6.07 + + + ++ Storage Area 138 Sq Ft / 300 0.46 Seating Area (Interior) 1200SgFt/15 80 Waiting Area 100 Sq Ft / 3 30 Seating Area (Exterior) 450 Sq Ft/ 15 r3O Total Occupant Load = 160 Total Occupant Summary Interior 130 Exterior 30 Total 160 Class of Rehabilitation: z 1� Change of use or Occupancy Classification. (43.7.2.2) e 1 I-4" Existing CMU Concrete Wall To Remain — — — — ---.— ®® Bench Table 56 Ft Common Path of Travel. 0 0 0 Door In Means Egress: All door serving more than 100 Ocupants shall be provided with panic hardware. Interior wall and ceiling finishes shall be classified in accordance with ASTM E=84. Such interior finish material shall be grouped in the following classes in accordance with their flame spread and smoke developed indexes. Class A: Flame Spread 0-25; Smoke Developed 0-450 Class B: Flame Spread 26-75; Smoke Developed 0-450 Class C: Flame Spread 76-200; Smoke Developed 0-450 Interior Finishes Shall comply with NFPC 6th Eddition 10.2.2. And FBC Chapter 8. carte T•bie O 12'by 2' 54 Ft Common Path of Travel Office 180 Deg !nd the Uty • 1 + + + I+ o ter Free r I + i + + + + + + 1+ + I + Storage Area + Mop Sink OO +. I (Open) I- I+ +i + + + o �+ + + + p + + + + i Existing CMU Concrete Wall To Utv + + + + Remain O Sink I + + I + + i + + + 1+ EgrTEO H NGE(10 42F TO Exit oor I /lOTIOpt NOT 9Y! 4J E EED 1/2" Inch. "-- Existing CMU �-1 r+_ — J + I Concrete Wall To +I + + + I+ Remain +Dry + + Mans +1 Storage + + I+ Womens T �5' 5' I + + + + I +I + + + 1+ l Ere NGE OF 35 Ft To Exit Door E L I 0 N NOT E-ED 1/2" Inch. Florida Fire Prevention Code Occupancy Classification: Florida Fire Prevention Code, 6th Edition (12.2.5.1.2) Assembly Occupancy 3.3.188.2 Assembly use for a Gathering of 50 or more persons for deliberation, worship, entertainment, eating, drinking, amusement, awaiting transportation or similar uses. Egress Requirements Not Sprinklered, no Fire Alarm system Common Path Limit = 20 Ft if more than 50 Persons, 75 Ft if less than 50 Persons Dead —End Limit = 20 Feet. Travel Distance Limit = 200 Feet Min Number of Mean Of Egress: 2 Flame Spread Exits are not protected by a sprinkler system: Class B/II Flame Spread 26-75: 0-450 smoke development. It shall be the responsibility of the General Contractor to submit rating information to thelocal building official if so requested. 12.7.4.1 Fabrics & films used for decorative purposes, all draperies and curtains, and similar furnishing shall be in accordance with the provisions of NFPA 10.3.1 Legend Existing 8" CMU Wall to Remain. Exit/Emergency Light. -�-�—� Common Path of Travel. sD Smoke Detector. New Partition Wall. ® Existing 1 hour FireRated Partition Wall. Note: Additional Exit and Emergency Lights and other life safety components may be required by the field fire Inspector at the time of the fire Final inspection. 36" Swing Doors 34"/0.2 = 170 Ocupants \toiD williul Ong T6 31 S APPROVED MIAMI-DADE COUNTY FIRE DEPARTMENT BLDG. PERMIT w FlREALARM FIRE SUPPRESSION WATER MAIN EXr. DATE: LIFE SAFETY FLOOR PLAN SCALE: 1/4" = V-0" YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21 ST TERRACE MIAMI, FL33175 PH: (305) 484-5596 PE: 75423 "cc O F FC o� ; 'CAP XA L. s o� :..� PE 7542 :-Fss�ONAIE�C� YAN L. SO IS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS a PROJECT: Sin Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE Q ev 11/19/2018 DATE: 11 /10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: V SHEET No: r e NON-UL HOODS SHALL COMPLY WITH SEC IONS 507.2.3, 507.3.1, 507.2.5, 507.2.8, 507.4.1, 507.5, 507.4.2, 507.1.5. AS PER 2017 LORIDA BUILDING CODE - MECHANICAL - SIXTH EDITION. 507.2.3 TYPE I MATERIALS TYPE I HOODS SHALL BE CONSTRUCTED OF STEEL HAVING A MINIMUM THICKNESS OF 0.0466INCH (1.181 mm) (NO 18 GAGE) OR STAINLESS STEEL NOT LESS THAN 0.0335INCH [0,8525 mm (NO 20 MSG)] IN THICKNESS. 507.3.1 TYPE II HOOD MATERIALS TYPE II HOODS SHALL BE CONSTRUCTED 0 STEEL HAVING A MINIMUM THICKNESS OF 0.0296 INCH (0.7534 mm) (NO 22 GAGE) OR S G�AAINLESS STEEL NOT LESS THAN 0,0220 INCH (0,5550 mm) (NO 24 GAGE) IN THICKNESS, COPPER SHEETS WEIGHING NOT LESS THAN 24 OUNCES PER SQUARE FOOT (7.3 k /mI OR OF OTHER APPROVED MATERIAL AND GAGE. 507.2.5 TYPE I HOODS EXTERNAL HOODS JOINTS, SEAMS AND PEt ETRATIONS FOR TYPE I HOODS SHALL BE MADE WITH A CONTINUOUS EXTERNAL LIQUID -TIGHT WELD OR BRAZE TO THE LOWEST OUTERMOST PERIMETER OF THE HOOD. INTERNAL HOOD JOINTS, SEAMS, PENETRATIONS, FILTER SUPPORT FRAMES AND OTHER APPENDAGES ATTACHED INSIDE THE HOOD SHALL NOT BE REQUIRED TO BE WELDED OR BRAZED BUT SHALL BE OTHERWISE SEALED TO BE GREASE TIGHT. EXCEPTIONS: 1. PENETRATIONS SHALL NOT BE REQUIRED70 BE WELDED OR BRAZED WHERE SEALED BY DEVICES THAT ARE LISTED FOR HE APPLICATION. 2. INTERNAL WELDING OR BRAZING OF SEA< S, JOINTS AND PENETRATIONS OF THE HOOD SHALL NOT BE PROHIBITED PROVIDER THAT THE JOINT IS FORMED SMOOTH OR GROUND SO AS TO NOT TRAP GREASE, AND IS READILY CLEANABLE. 507.2.8 TYPE I GREASE FILTERS TYPE I HOODS SHALL BE EQUIPPED WITH GREASE FILTERS LISTED AND LABELED IN ACCORDANCE WITH UL 1046. GREASE FILTE S SHALL BE PROVIDED WITH ACCESS FOR CLEANING OR REPLACEMENT. THE LOW/ ST EDGE OF A GREASE FILTER LOCATED ABOVE THE COOKING SURFACE SHALL BE NQT LESS THAN THE HEIGHT SPECIFIED IN TABLE 507.2.8, TYPE OF COOKING APPLIANCES HEIGHT ABOVE COOKING SURFACE (feet) Without exposed flame 0.5 Exposed flame and burners 2 Exposed charcoal and charbroll type 3.5 Far $1:1 root-304.8 mm. 507.4.1 CANOPY SIZE AND LOCATION THE INSIDE LOWER EDGE OF CANOPY -TYPE PE I AND II COMMERCIAL HOODS SHALL OVERHANG OR EXTEND A HORIZONTAL DIST NCE OF NOT LESS THAN 6INCHES (152 ITT) BEYOND THE EDGE OF THE TOP HORIZO TAL SURFACE OF THE APPLIANCE ON ALL OPEN SIDES, THE VERTICAL DISTANCE B TWEEN THE FRONT LOWER LIP OF THE HOOD AND SUCH SURFACE SHALL NOT EXCE D 4 FEET (1219 mm). EXCEPTION: THE HOOD SHALL BE PERMITTE TO BE FLUSH WITH THE OUTER EDGE OF THE COOKING SURFACE WHERE THE HOO IS CLOSED TO THE APPLIANCE SIDE BY A NON-COMBUSTIBLE WALL OR PANEL. 507.5 CAPACITY OF HOODS COMMERCIAL FOOD SERVICE HOODS SHALL XHAUST A MINIMUM NET QUANTITY OF AIR DETERMINED IN ACCORDANCE WITH THIS SECTION AND SECTIONS 507.5.1 THROUGH 507.5.5. THE NET QUANTITY OF EX UST AIR SHALL BE CALCULATED BY SUBTRACTING ANY AIRFLOW SUPPLIED DIRE LY TO A HOOD CAVITY FROM THE TOTAL EXHAUST FLOW RATE OF A HOOD. WH RE ANY COMBINATION OF HEAVY-DUTY, MEDIUM DUTYAND LIGHT DUTY COOKING AP L/ANCESARE UTILIZED UNDER ASINGLE HOOD, THE EXHAUST RATE REQUIRED BY THIS SECTION FOR THE HEAVIEST DUTY APPLIANCE COVERED BY THE HOOD SHALL B USED FOR THE ENTIRE HOOD, 607.4 NON -CANOPY SIZE AND LOCATION NON -CANOPY TYPE HOODS SHALL BE LOCATE NOT GREATER THAN 3 FEET (914 mm) ABOVE THE COOKING SURFACE, THE EDGE 0 THE HOOD SHALL BE SET BACK NOT GREATER THAN 1 FOOT (3G5 mm) FROM THE E GE OF THE COOKING SURFACE. 507.1 EXHAUST OUTLETS EXHAUST OUTLETS LOCATED WITHIN THE HOOD SHALL BE LOCATED SO AS TO OPTIMIZE THE CAPTURE OF PARTICULATE MA ER. EACH OUTLET SHALL SERVE NOT MORE THAN A 12 FOOT (3658 mm) SECTION OF COD. SCOPE OF WORK MECHANICAL: INSTALLATION OF 12' COMMERCIAL KITCHEN HOOD TYPE 1.(HOOD #1 8' 5" - HOOD #2 4' 6") ELECTRICAL: CONNECT LIGH ING AND CONTROL BOX TO KITCHEN HOOD FROM JUNCTION BOX CIRCUITS. (UNDER OTHER TRADE PERMI ) FIRE: INSTALLATION OF FIRE S PPRESSION SYSTEM FOR KITCHEN HOOD. (UNDER OTHER TRADE PERMI EXHAUST FAN DUCT INFORMATION EXHAUST FAN DUCT IS CONSTRUCTED IN METAL MATERIAL 16 GA, CONTINUOUISLY WELD AND GREASE INSPECTED. THE METHOD USED TO WELD THE CONDUCT IS GAS TUNGSTEN INERT GAS (TIG). IT IS AN ARC WELDING PROCESS THAT USES A NON-CONSUMABLETUNGSTEN ELECTRODE TO PRODUCE THE WELD. THE WELD AREA IS PROTECTED FROM ATMOSPHERIC CONTAMINATION BY AN INERT SHIELDING. GAS (ARGON OR HELIUM). GENERAL NOTES ON KITCHEN EXH. HOOD 1. HOODS TYPE I SHALL BE DESIGNED TO CAPTURE AND CONFINE COOKING VAPORS AND RESIDUES. HOOD SYSTEMS SHALL OPERATE DURING THE COOKING OPERATION. 2. MATERIAL: 20 GA MINIMUM THICKNESS ON STAINLESS STEEL CONSTRUCTION ON EXPOSED SURFACES. 18 GA MIN. GALVANIZED ON EXHAUST PLENUM. 3, ALL CONTINUOUS EXTERNAL LIQUID TIGHT POLISHED WELDS. 4. FILTERS UL CLASSIFIED BAFFLE TYPE SET IN HOOD @ 45 DEGREE ANGLE. 5. GREASE TRAY BELOW FILTERS WITH REMOVABLE GREASE CONTAINER, LIQUID VOLUME LESS THAN 1 QUART, ALL IN COMPLIANCE WITH NFPA-96 AND LOCAL BUILDING CODES, 6. INCANDESCENT LIGHT FIXTURES UL LISTED FOR USE IN COMMERCIAL COOKING HOODS TYPE I. 7. EXHAUST DUCTS 16 GA. GALV. STEEL CONSTRUCTION ALL CONTINUOUS LIQUID TIGHT EXTERNAL WELDS. DUCTS TO SLOPE TOWARD HOOD. CLEANING ACCESS AT CHANGE DIRECTION OF DUCT RUN EXCEPT AT HOOD COLLAR. PROVIDE DUCT ACCESS AT ALL ELBOWS AND TURNS. 8. SUPPLY DUCTS GALV. SHEET METAL GAUGES, HANGING AND REINFORCING AS PER SMACNA STANDARDS. 9. EXHAUST FAN: AS SPECIFIED ON SCHEDULE AND CONFORMING TO SMOKE AND GREASE- LADEN VAPOR REMOVAL, UL LISTED SUBJECT TO BULLETIN 762. 10. SUPPLY FAN: AS SPECIFIED IN SCHEDULE AND CONFORMING TO A NATIONAL TESTING AUTHORITY FOR PERFORMANCE CERTIFICATION. TO BE LOCATED A MINIMUM OF 10'-0" FROM ANY EXHAUST FAN, PLUMBING VENT OR FLUE STACKS. 11. ELECTRICAL CONTROL PANEL WITH MOTORS STARTERS, SWITCHES AND CONTROLS ACCESSIBLE. ALL FIELD WIRING TO BE DONE BY OTHERS. 12. FIRE SUPPRESSION SYSTEM UNDER SEPARATED PERMIT FROM TRADE CONTRACTOR. 13.ROOFTOP EQUIPMENT IF REQUIRED TO BE CONCEALED FROM PUBLIC, SHOULD BE FURNISHED BY OWNER OR GENERAL CONTRACTOR UNDER SEPARATED PERMIT. 14, SYSTEM TO BE MANUFACTURED AND INSTALLED IN STRICT ACCORDANCE WITH NFPA-96, FLORIDA BUILDING CODES, LOCAL FIRE PREVENTION BUREAU, MECHANICAL AND HEALTH DEPARTMENTS STANDARDS. 15. AIR VELOCITY: GREASE DUCT SERVING A TYPE I HOOD SHALL BE DESIGNED AND INSTALLED SO AS TO PROVIDE AN AIR VELOCITY WITHIN THE DUCT SYSTEM OF NOT LESS THAN 500 FEET PER MINUTE (2.5 M/S). 506.3.4 (2017 FLORIDA BUILDING CODE -MECHANICAL, SIXTH EDITION), 16. A PERFORMANCE TEST SHALL BE CONDUCTED UPON COMPLETION AND BEFORE FINAL APPROVAL OF THE INSTALLATION OF A VENTILATION SYSTEM SERVING COMMERCIAL COOKING APPLIANCES. THE TEST SHALL VERIFY THE RATE OF EXHAUST AIRFLOW REQUIRED BY SECTION 507.5, MAKEUP AIRFLOW REQUIRED BY SECTION 508 AN PROPER OPERATION AS SPECIFIED IN THIS CHAPTER. THE PERMIT HOLDER SHALL FURNISH THE NECESSARY TEST EQUIPMENT AND DEVICES REQUIRED TO PERFORM THE TESTS. 507.6 (2017 FLORIDA BUILDING CODE - MECHANICAL, SIXTH EDITION). 17.THE PRESSURE IN THE KITCHEN AREA IS TO BE MAINTAINED NEGATIVE, BUT NOT TO EXCEED 0.02 WC. 1 S. CLEARANCE: 0 IN. TO NON COMBUSTIBLE. V TO LIMITED COMBUSTIBLE. 18" TO COMBUSTIBLE. UNLESS PROTECTED IN ACCORDANCE WITH EXCEPTIONS. CORNER HANGING ANGLE Y2" DIA.ALL THREAD ROD CONNECTED TO ROOF JOINT -/- STEEL HANGING ANGLE THROUGH ANOTHER / HANGING ANGLE KJ" DIA. HEAVY DUTY NUT AND WASHER - ONE ABOVE AND ONE Lj_�T BELOW HANGING ANGLE ROD, NUTS AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE -PUNCHED AT FACTORY. HOOD INFORMATION HOOD LENGTH WIDTH HEIGHT EXHAUST FAN DUCT FRESH AIR DUCT FILTERS HOOD CONSTRUCTION # 1 8' 5" 48" 24" 14" x 14" 16" x 16" 014" x 14" 012" x 12" 20" x 20" x 2" S/S 430 S/S # 2 4' 6" 48" 24" � ( 12" x 12' )< J 20" x 20" x 2" S/S 430 S/S EXHAUST FAN INFORMATION UNIT MANUFACTURE LOCATION WHEEL DRIVE CAPACITY PRESSURE RPM MOTOR OPERATING MAX POWER DESIGNATION TYPE TYPE CFM (I, or WC) RANGE HP POWER BHP HOOD # 1 EXHAUSTFAN DAYTON 115/ @300 CFMx 8' 5", 2560 CFM MODEL ROOF CENTRIFUGAL BELT 2650 1250 139D 1 HP O:BO 1.D5 208/ 7A626 230 UNIT MANUFACTURE LOCATION WHEEL DRIVE CAPACITY PRESSURE RPM MOTOR OPERATING MAX POWER DESIGNATION TYPE TYPEr2CO25M (I.Or WC) RANGE HP POWER BHP HOOD # 2 F.A. EXHAUST FAN DAYTON 115f @450 CFMx 8"=2025 CFM MODEL ROOF CENTRIFUGAL BELT 1.250 1595 3/4"HP 0.60 0.79 2OW 230 SUPPLY FAN INFORMATION UNIT WHEEL DRIVE CAPACITY PRESSURE BLOWER MOTOR OPERATING MAX pOVNER HOOD DESIGNATION MANUFACTURE LOCATION TYPE TYPE CFM (I. of WC) HP POWER BHP RARM ANGE # 1 and # 2 SUPPLY FAN DAYTON MODEL ROOF CENTRIFUGAL BELT 4080 0.500 13M 1 HIP 0.625 1.05 2081 7HN72 230 AIR BALANCE HOOD # 1 KITCHEN EXHAUST FAN (- KEF) (-) 2550 CFM HOOD # 2 KITCHEN EXHAUST FAN (- KEF) (-) 2025 CFM HOOD # 1 & 2 KITCHEN SUPPLY FAN (+ KEF) ( +) 4080 CFM DIFF. (-) 495 CFM AIR DUCT VELOCITY - HOOD # 1 V= 144 x (CFM Exahust) A (Sectional) V= 144 x 2550 = 1873 fpm 14" x 14" AIR DUCT VELOCITY - HOOD # 2 V= 144 x (CFM Exahust) A (Sectional) V= 144 x 2025 = 2025 fpm 12" x 12" HVAC DESIGN REQUIRES YES NO DUCT SMOKE DETECTOR X FIRE DAMPER (S) X SMOKE DAMPER (S) X FIRE RATED ENCLOSURE X FIRE RATED ROOF/FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X HOOD HANGING DETAIL _ L_Y_... LIGHTWEIGHT METAL STRUCTURE ' CONCRETE ROOF METALBEAM� ''-8 RUT CHANNEL X" ROAD THREAD- 12 GA. &S 112" NUTS (2) HANGER WELGEO TOHOOD ADJACENT ROOF AT THE SAME NIGHT �E L FLOOR PLAN La La DI i A z m ADJACENT ROOF AT THE SAME HIGHT VCONCRETE 42" I ROOF 8 METAL STRUCTURE METAL BEAM STRUT CHANNEL X' THREADED RID TO WELDED BRACKETAT BOTTOM WITH NUT& WASHER, PROVIDE DOUBLE Y2" NUTS & WASHERS FIRE RATED BLOCKWALL - COVERED BY 20 GA. STAINLESS STEEL SHEET METAL ANY DISTANCE OF 18" FROM ANY COOKING SURFACE EXHAUST FAN AND MAKE UP AIR CURB ROOF ATTACHMENT DETAIL PROVIDE (Q %' FOR EACH CURB. NUT/ WASHER REQUIRED PER ASCE is SECUREALL FAN CURaS AND PLATFORM ABOVE, WILL PROVIDE A CONNECTION OF FAN CURB TO ROOF THAT WITHSTAND WINDS LOADS OF 170 MPH WRH SAFETY FACTOR AT LIST 1.15. FAN BASE SECURED MMH MIN- OF 3 #10 SHEET METAL SCHISMS ON EACH SIDE I LIGHTWEIGHT CONCRETE ROOFING ON I METAL TRUSSES IMETAL TRUSSES I I il F12 GA. I x' A 13(• U STRUT CHANNEL SUPPORTED ON A MINIMUM OF A TRUSSES SECTION PARALLEL TO TRUSSES O FAN BASE SECURED WITH MIN. OF 3 #10 SHEET METAL SCREWS ON EACH SIDE x" THREADED RODS WI LOCK WASHERS AND NUTS: SECTION ACROSS TRUSSES 12" x 12" SENSOR HOOD#2 - 4'6• EQUIPMENT BATTERY woo�� TERMWATION LOCATION: EXHAUST FAN EXHAUST OUTLETS SHALL BE LOCATED NOT LEW THAN l0 HORIZONTALLY FROM PARTS OF SAME OR CONTIGUOUS BUILDINGS, ADJACENT BUILDINGS AND ADJACENT PROPERTY UNES AND SHALL BE LOCATED NOT LESS THAN 10' ABOVE MREASE catEcroR ADJOWING GRADE LEVEL, AND NOT LESS THAN IV HORZONTALLY FROM OR NOT LESS THAN 3 FEET ABOVE ANY AIR INTAKE OPENINGS INTO ANY BUILDING. 42" r m: mn "auum� o,aauL 1 I I "THREADED RID TO WELDED BRACKET WITH NUT& WASHER, TOP 6 Z14" x 14" BOTTOM - Q�14"x14" NON -RATED CEILING ---- ------ - �/ 12"x12" PROVIDE DOUBLE $"NUTS& 1 WASHERS EASE UL GREASE UIGRE IGHT LIGHT UL.LISTEDTEMP. LIGHT 48 SENSOR HOOD # 1 - BY GREASE COLLECTOR CUP EQUIPMENT BATTERY 1.811 80„ DOUBLE MIN. OVEN - - - - - �.•:+" ",!'; •"" CONCRETE FLOOR KITCHEN AREA VENTILATION SYSTEM FRONT VIEW -4 O BURNERS BURNERS TERMINATION LOCATION: EXHAUST OUTLETS SHALL BE LOCATED NOT LESS THAN 1B HORIZONTALLY FROM PARTS OF SAME OR CONTIGUOUS BUILDINGS, ADJACENT BUILDINGSAND ADJACENT PROPERTY LINES AND SNAIL BE LOCATED NOT LESS THAN IV ABOVE ADJOINING GRADE LEVEL, AND NOT LESS THAN I O' HORIZONTALLY FROM OR NOT LESS THAN 3 FEET ABOVE ANY A'" wvu --we,- ve,,,I- 1/2" THREADED WELDED BRACKI NUT & WASHEF E PROVIDE DOUBLI NUTS & WASHER 45' DEGREE GREASE COLD 10' MIN. KITCHEN AREA VENTILATION SYSTEM SIDE VIEW ADJACENT ROOF AT THE SAME HIGHT r- la MIN. 19' FROM REAR WALL MAKE-UP EXHAUST FAN EXHAUST FAN 19' FROM REAR WALL �10• WIN. 11OWN,unom DxABMI ROOF PLAN EXHAUST NOTES STHA BE ME NOT LESTIN S 10' 2QttALLY HOMMOM PARTS OF THE SAME EN caILDINGS NUIIDINAC AOJACFNT BUILDINGS % ADJACENT I UNES AND U.10 BE LOCATED AN LOCATED NOT LESS THAN 10' ABOVE MECHANICA EVI \ MIT LESS TUNE 401112NONTAILY FROM ML NOT LUS THAN 3 TEEr `1 NOTE ANT AM MTAILE OPENING$ INTO ANY BUILDING APPROVE \ _DATE_ ADJACENT ROOF AT THE SAME HIGHT Gtir/ `- 0go SYSTEM TO BE IM5, AIALED IN ACCORDANCE WIfiN NARA.1__ APPROVED MIAMI'DADE CO 'TY FIRE DEPARTMEN BLDG. PERMIT /\/ FTREAIARM FIRE SUPPRESSION_____ WATER MAIN EXT.- DATE: BY: M / Hood Diagram SCALE: 1/4" = V-0" e -I�VV FE ly,� DESIGN TEAM: Yc�m YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE:75423 SEAL: �P NL.SQ '. O PE/75423 i K YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WTHOUT SIGNATURE & CITY APPROVAL STAMPS I smee ° ° oeeoee e .. e OF eamasm PROJECT: Sin Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS ® DATE LI ev 11/19/2018 DATE: 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: ■idl DESIGN TEAM: FIRE SUPPRESSION SYSTEM SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL TO FIRE DEPT. (UNDER OTHER TRADE PERMIT) TYPICAL PYROCHEM SYSTEM LAYOUT WITH REMOTE MOUNTED TANKS SCALE: NTS, DUCT PROTECTION NOZZLE (2) CIRCUITS 120 VACJ20 AMP. 12 GA (5) WIRES FROM PANEL 12 GA (3) WIRES TO LIGHT \ 12 GA (3) WIRES TO EXHAUST FAN A 12 GA (3) WIRES TO SUPPLY FAN 12 GA (3) WIRES MICROSWITCH TO YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE:75423 �v O F F4 O�\ �P•f �.sn." O 7xy[ePall, TAi NOTES FOR NON-UL HOODS NOWUL HOODS SHALL COMPLY WITH SECTIONS 507.2.3, 507.3.1, 507.2.5, 507.2.8, 507.4.1, 507.5, 507.4.2, 507.1.5. AS PER 2017 FLORIDA BUILDING CODE -MECHANICAL - SIXTH EDITION. 507.2.3 TYPE I MATERIALS TYPE I HOODS SHALL BE CONSTRUCTED OF STEEL HAVING A MINIMUM THICKNESS OF 0.0466 INCH (1.181 mm) (No 18 GAGE) OR STAINLESS STEEL NOT LESS THAN 0.0335 INCH [0.8525 mm (N° 20 MSG)] IN THICKNESS. 507.3.1 TYPE II HOOD MATERIALS TYPE II HOODS SHALL BE CONSTRUCTED OF STEEL HAVING A MINIMUM THICKNESS OF 0.0296 INCH (0.7534 mm) (N' 22 GAGE) OR STAINLESS STEEL NOT LESS THAN 0.0220 INCH (0.5550 mm) (NO 24 GAGE) IN THICKNESS, COPPER SHEETS WEIGHING NOT LESS THAN 24 OUNCES PER SQUARE FOOT (7.3 kg/m') OR OF OTHER APPROVED MATERIAL AND GAGE. 507.2.5 TYPE I HOODS EXTERNAL HOODS JOINTS, SEAMS AND PENETRATIONS FOR TYPE I HOODS SHALL BE MADE WITH A CONTINUOUS EXTERNAL LIQUID -TIGHT WELD OR BRAZE TO THE LOWEST OUTERMOST PERIMETER OF THE HOOD. INTERNAL HOOD JOINTS, SEAMS, PENETRATIONS, FILTER SUPPORT FRAMES AND OTHER APPENDAGES ATTACHED INSIDE THE HOOD SHALL NOT BE REQUIRED TO BE WELDED OR BRAZED BUT SHALL BE OTHERWISE SEALED TO BE GREASE TIGHT. EXCEPTIONS 1. PENETRATIONS SHALL NOT BE REQUIRED TO BE WELDED OR BRAZED WHERE SEALED BY DEVICES THAT ARE LISTED FOR THE APPLICATION. 2. INTERNAL WELDING OR BRAZING OF SEAMS, JOINTS AND PENETRATIONS OF THE HOOD SHALL NOT BE PROHIBITED PROVIDED THAT THE JOINT IS FORMED SMOOTH OR GROUND SO AS TO NOT TRAP GREASE, AND IS READILY CLEANABLE. 507.2.8 TYPE I GREASE FILTERS TYPE I HOODS SHALL BE EQUIPPED WITH GREASE FILTERS LISTED AND LABELED IN ACCORDANCE WITH UL 1046. GREASE FILTERS SHALL BE PROVIDED WITH ACCESS FOR CLEANING OR REPLACEMENT. THE LOWEST EDGE OF A GREASE FILTER LOCATED ABOVE THE COOKING SURFACE SHALL BE NOT LESS THAN THE HEIGHT SPECIFIED IN TABLE 507.2.8. TYPE OF COOKING APPLIANCES HEIGHT ABOVE COOKING SURFACE (feet) Without exposed flame 0.5 Exposed flame and burners 2 Exposed charcoal and charbroil type 3.5 For SI: 1 foot =304.8 mm. 507.4.1 CANOPY SIZE AND LOCATION THE INSIDE LOWER EDGE OF CANOPY -TYPE TYPE I AND II COMMERCIAL HOODS SHALL OVERHANG OR EXTEND A HORIZONTAL DISTANCE OF NOT LESS THAN 6 INCHES (152 mm) BEYOND THE EDGE OF THE TOP HORIZONTAL SURFACE OF THE APPLIANCE ON ALL OPEN SIDES. THE VERTICAL DISTANCE BETWEEN THE FRONT LOWER LIP OF THE HOOD AND SUCH SURFACE SHALL NOT EXCEED 4 FEET (1219 mm), EXCEPTION: THE HOOD SHALL BE PERMITTED TO BE FLUSH WITH THE OUTER EDGE OF THE COOKING SURFACE WHERE THE HOOD IS CLOSED TO THE APPLIANCE SIDE BY A NON-COMBUSTIBLE WALL OR PANEL. 507.5 CAPACITY OF HOODS COMMERCIAL FOOD SERVICE HOODS SHALL EXHAUST A MINIMUM NET QUANTITY OF AIR DETERMINED IN ACCORDANCE WITH THIS SECTION AND SECTIONS 507.5.1 THROUGH 507.5.5. THE NET QUANTITY OF EXHAUST AIR SHALL BE CALCULATED BY SUBTRACTING ANY AIRFLOW SUPPLIED DIRECTLY TO A HOOD CAVITY FROM THE TOTAL EXHAUST FLOW RATE OF A HOOD, WHERE ANY COMBINATION OF HEAVY-DUTY, MEDIUM DUTYAND LIGHT DUTY COOKING APPLIANCES ARE UTILIZED UNDER A SINGLE HOOD, THE EXHAUST RATE REQUIRED BY THIS SECTION FOR THE HEAVIEST DUTY APPLIANCE COVERED BY THE HOOD SHALL BE USED FOR THE ENTIRE HOOD. 507.4 NON -CANOPY SIZE AND LOCATION NON -CANOPY TYPE HOODS SHALL BE LOCATED NOT GREATER THAN 3 FEET (914 mm) ABOVE THE COOKING SURFACE. THE EDGE OF THE HOOD SHALL BE SET BACK NOT GREATER THAN 1 FOOT (305 mm) FROM THE EDGE OF THE COOKING SURFACE. 507.1 EXHAUST OUTLETS EXHAUST OUTLETS LOCATED WITHIN THE HOOD SHALL BE LOCATED SO AS TO OPTIMIZE THE CAPTURE OF PARTICULATE MATTER. EACH OUTLET SHALL SERVE NOT MORE THAN A 12 FOOT (3658 mm) SECTION OF HOOD. HOOD INFORMATION HOOD LENGTH WIDTH HEIGHT EXHAUST FAN DUCT MAKE-UP AIR DUCT FILTERS HOOD CONSTRUCTION # 1 8' S" 48" 24" 14" x 14" f Z(16" x 16" 20" x 20" x 2" S/S 430 S/S 14" x 14" # 2 4' 6" 48" 24" 0 12" x 12" 012" x 12" 20" x 20" x 2" S/S 430 S/S NON-UL KITCHEN HOOD MANUFACTURE INFORMATION • Commercial kitchen hood type I, built in 18-Gauge (430) polished Stainless Steel continuous welding TIG (Tungsten Inert Gas) with Argon Gas. • Two lights UL listed and C.S.A certified, greaseproof, waterproof and heatproof construction. • Four UL Listed 20" x 20" x 2" stainless steel baffle grease filter with handles.(Listed and labeled in accordance with UL 1046). • UL listed temperature sensor. • Grease cup of remove type. • Commercial kitchen hood type I, built in 18-Gauge (430) polished Stainless Steel continuous welding TIG (Tungsten Inert Gas) with Argon Gas. • One light UL listed and C.S.A certified, greaseproof, waterproof and heatproof construction. • Two UL Listed 20" x 20" x 2" stainless steel baffle grease filter with handles. (Listed and labeled in accordance with UL 1046). • UL listed temperature sensor. • Grease cup of remove type. 450 DEGREE UL LISTED FILTERS 41611 EXHAUST FAN 0 HOOD LIGHT FIXTURE HLF1 - UL LISTED E:%" ®® - EXHAUST FAN 0 HOOD LIGHT FIXTURE HLF1 - UL LISTED HOOD TYPE I HOOD TYPE I / RN / �\ / \ /MAKE -UPI /MAKE-UP 1 MAKER -UP R AIR / AIR / / MAKE-UP AIR 4' 611 00 N MAKE-UP AIR — 81511 PLAN VIEW NON-UL KITCHEN HOOD TYPE 1 2411 HOOD CLEARANCE OF 3" FROM LIMITED-COMBUTIBLE MATERIALS IS IN COMPLIANCE WITH F.B.0 REQUIREMENTS GREASE DRAIN WITH REMOVABLE CUP COLLECTOR HANGING ANGLE UL.LISTED TEMP SENSOR 31111 HOOD TYPE 1 EQUIPMENTS BY OTHERS MAKE-UP AIR �__1 6" 1211 HOOD LIGHT FIXTURE HLF1 - UL LISTED 48" MAX. 80" MIN. SIDE VIEW NON-UL KITCHEN HOOD TYPE 1 CONCRETE FLOOR Hood Shop Drawing Diagram N.T.S YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE:75423 �OF F _ WIF"E L.S75423. ' F YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WTHOUT SIGNATURE 8 CITY APPROVAL STAMPS PROJECT Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE �r_X � 1/17/2019 4\�Rev 4 2/13/2019 Lam` Rev 5 3/18/2019 Lrclr_x 6 " Rev 84/8/2019 DATE: 11 /10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: H-3 ELECTRICAL LEGEND (WE THOSE THATAPPLY) e- 20A, 120V SINGLE RECEPTACLE. 20 A., 120„V., DUPLEX RECEPTACLE,GROUNDING TYPE, U.O.N. MOUNTED 18" A.F.F. OR AS DIRECTED BY ARCHITECT. 20A, 120V GFI DUPLEX RECEPTACLE. 20A, QOUPLEX RECEPTACLE a 18" AFF, U,O N. ®FLOOR MOUNTED 20A, QDUPLEX RECEPTACLE ®20A, 120V CEILING MOUNTED RECEPTACLE. ® 205V SPECIAL PURPOSE RECEPTACLE. 44 LIGHTING SWITCH 048"AFF, T S-WAY LIGHTING SWITCH@48"AFF. 4& SWITCH WITH OCCUPANCY SENSOR. 00 PUSH BUTTON. P SAFETY DISCONNECT SWITCH. G ELECTRIC PANEL. 0 CEILING AND WALL JUNCTION BOX. M EXHAUSTFAN, V TV OUTLET, Q PHONE DATA OUTLET (AS PER OWNER REQUEST). ® Tx 4' FLUORESCENT FIXTURE. FLUORESCENT FIXTURE LAY -IN EMERGENCY. ® SI 4' FLUORESCENT FIXTURE. O RECESSED MOUNTED FIXTURE. HX } WALL/PEDESTAL MOUNTED LIGHT. TQ WALLPACKLIGHT. EMERGENCY LIGHT W/BATTERY BACK UP AND CONNECTED AHEAD OF ANY SWITCH. EXIT LIGHT W/BATTERY BACK UP AND ® CONNECTED AHEAD OF ANY SWITCH. (SHALL NO EXCEED 5 WATT PER SIDE C = ABOVE THE COUNTER. WP= WEATHERPROOF. VP= VAPOR PROOF. i Expoesd 16" Steel Joist @ 48".O.0 I I 1110 0 U j � O SEATING A EA W W Q Q WSl 16" Q S/A METAL DUCT UZI TO CONTACTOR IN SUPPLY ROOM c0 S0 C ` a U) SEATING AREA 24" 0 S/A METAL DUCT I R. #1 Above�R/A� --- ----- I SEATING AREA 24"0 S/A METAL DUCT LJ Exposed Ceiling Height: 1- 11'-3" from Finish floor to underside of exposed steel joist. 2-12'-7" from Finish floor to underside of existing roof deck 3- 8'-6" Min from Finish floor to underside of A/C Ductwork 16"0 S/A METAL DUCT SEATING AREA U 0 0 7/ 110"O S/A METAL DUCT I M, Existing Plaster Ceiling on 16" Steel Joist Cad 48" O.0 02 PREP. AREA ra Area --------------- V A New Drywall Soffit R.T. U Ij I' on metal stud #2 Above T framing Q 24" O.0 Mar— J 4Mens DRY J1 SAGE a Existing Plaster Ceiling Height: 1 V-0" from Finish floor to existing plaster ceiling. 15"0 E/A WALL CAP (PROVIDE CORROSK RESISTANT SCREEN AT TERMINATION PC 6" 0 E/A WALL CAP (PROVIDE CORROSI( RESISTANT SCREEN AT TERMINATION PC Reflected Ceiling Plan SCALE: 1/4" = V-0" YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 P E: 75423 IN:Elm O F F( O �� • r • PE 75423 I . �.s�ONA`L � r• YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS •a•. • • • • •aw aw• • • • • ••• PROJECT: Sins 7strobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE 3\ ev 1/17/2019 ® ev 2/1312019 ev 3/18/2019 ev 4/8/2019 DATE: 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: A-4 Roof Flashing DESIGN TEAM: ROOF TOP UNIT SECURE UNIT TO CURB TO WITHSTAND 175 MPH OUTSIDE AIR HOO WINDS, FULL UNIT SUPPORT CURB. WITH DAMPER, WELD TO STEEL CURE?. SUPPORT FRAME PROVIDED BY STEEL FABRICATORS, COORDINATE SIZE AND LOCATION. CANT. STRIP--�,. ROOF & INSULATION METAL DECK-/ RETURN DUCT BAR JIOISTS SUPPLY DUCT CONTRACTOR TO STENCIL CONTINUE ROOF "RTU-#" ON SIDE OF ROOF INSULATION & TOP UNIT AND ON METAL DECK ACCOMPANYING DISCONNECT INSIDE UNIT SWITCH WITH WEATHERPROOF, CURB. BLACK PAINT. ROOF TOP UNIT DUCT DETAIL N. T. S. 2014 FIRE RESISTANCE DIRECTORY ISOLATEK DESIGNS 306 FIRE -RESISTANCE RATINGS - ANSIML 263 Design No. U357 Bearing Wall Rating - 1 Hr Nonbearing Wall Rating - 2 Hr Load Restricted for Canadian Applications - See Guide BXUV7 When used in Canada it is required that all materials included within the UL design are also cUL certi ed. 1. Wood Studs - Nom 2 by 4 in. spaced 16 in., effectively restopped. 2. Gypsum Board* - Any 5/8 in. thick UL Classi ed Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305. Nom 518 in. thick gypsum board, with beveled, square or tapered edges, Classi ed for Fire Resistance. Gypsum board installed horizontally or vertically unless speci ed below. Gypsum board secured to studs and plates with 8d coated nails, 2-3/ 8 in. long, 0.113 in. shank diam with 1/ 4 in. heads, spaced 8 in OC. All joints staggered 2 It with joints on opposite sides of wall. When used in widths other than 48 in., gypsum board to be installed horizontally. ACADIA DRYWALL SUPPLIES LTD - CKNX:R25370 AMERICAN GYPSUM CO - CKNX.R14196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO - CKNXR19374 CERTAINTEED GYPSUM INC- CKNX.R3660 CGCINC- CKNX.R19751 CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C - CKNXR18482 GEORGIA-PACIFIC GYPSUM L L C - CKNX.R2717 LOADMASTER SYSTEMS INC - CKNX.R11809 NATIONAL GYPSUM CO- CKNX.R3501 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - CKNX.R7094 PANEL REY S A - CKNX.R21796 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD - CKNX.R19262 THAI GYPSUM PRODUCTS PCL- CKNX.R27517 UNITED STATES GYPSUM CO - CKNX.R1319 USG MEXICO S A DE C V - CKNX.R16089 2A. Gypsum Board* - (As an alternate to Item 2) - 518 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-7/ 8 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO - Type AG-C. 2B. Gypsum Board* - (As an alternate to Item 2) - 518 in. thick gypsum panels applied either horizontally or vertically. Gypsum panels fastened to framing with 1-71 8 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. NATIONAL GYPSUM CO - Type FSW-6 2C. Gypsum Board* - (As an alternate to Items 2, and 2A) - 518 in. thick gypsum panels, with square edges, applied either hori- zontally or vertically. Gypsum panels fastened to framing with 1-7/ 8 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last 2 screws 1 and 4 in. from edge of board or nailed as described in Item 2. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. GEORGIA-PACIFIC GYPSUM L L C - GreenGlass Type X. 2D. Gypsum Board*- (As an alternate to Items 2 through 2C) - 518 in. thick, 4 ft. wide, paper surfaced applied vertically only and secured as described in Item 2. GEORGIA-PACIFIC GYPSUM L L C- Type X ComfortGuard Sound Deadening Gypsum Board. 2E. Gypsum Board*- (As an alternate to Items 2 through 2D) - 518 in. thick, 4 ft. wide, paper surfaced, applied vertically and fas- tened to the studs and plates with 6d cement coated nails 1-7/ 8 in. long, 0.0915 in, shank diam and 1/ 4 in. diam heads, 7 in. OC. NATIONAL GYPSUM CO - SoundBreak XP Type X Gypsum Board 2F. Gypsum Board* - (As an alternate to Items 2 through 2E) - Nominal 518 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock ES. 2G. Gypsum Board*- (As an alternate to Items 2 through 2F) - 518 in. thick, 4 ft. wide, paper surfaced, applied vertically and fastened to the studs and plates with 6d cement coated nails 1-7/ 8 in. long, 0.0915 in. shank diam and 1/ 4 in. diam heads, 7 in. OC. CERTAINTEED GYPSUM INC - Type SilentFX 2H. Gypsum Board* - (As an alternate to 518 in. Type FSW in Item 2) - 2 layers nom. 5/ 16 in. thick gypsum panels applied vertically or horizontally. Horizontal joints on the same side need not be staggered. Inner layer attached with fasteners, as described in item 2, spaced 24 in. OC. Outer layer attached per Item 2. NATIONAL GYPSUM CO - Type FSW 21. Wall and Partition Facings and Accessories* - (As an alternate to Items 2 through 2G) - Nominal 518 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM - Type QuietRock 527 3. Spray -Applied Fire Resistive Material - Applied in accordance with application instructions to completely 11 the stud cavity for the 2 Hr nonbearing assembly and at a thickness of 2 in. for the 1 Hr bearing assembly. Min avg and min ind densities of 13 and 11 pcf, respectively for Types DC/ F and H. Min avg and min ind densities of 22 and 19 pcf, respectively for Type HP. For method of density determination, refer to Design Information Section. ISOLATEK INTERNATIONAL- Type DC/ F, II, or HP. Type EBS or X adhesive/ sealer optional. 4. Joints and Nailheads - Exposed joints covered with joint compound and paper tape. Nailheads covered with joint compound. FIRE RESISTANCE RATING - ANSI 'UL 262 NONSEARING WALL RATINO -. Im 2a, 3 OR 4 HIM SEE ITEM` . AND 41) ONE HOUR DETAILED ICE (2 THROUGH 4 HOUR TI ' APPLICABLE TO THIS; _ N A l _ NOT 1' P FLOOR AND CEILINGRUNNERS". (NIT SHO" OH, NEL SHAPED; FABRICATED FROM II , 25 MSG C RRO5ION-Pi E TED STEEL* MIN, WIDTH TO ACCO IODATE ETOD SIZE. WITH Mft 1 IN," LONG LEES, ATTACHED TO FLOOR AND CEILING `WITH FASTENERS 24 IN, 0 - C. MAX, 20 STEEL STUDS- CHANNEL NEL EDi FABRICATED FROM MIN. 25 MSG CORROSIO I-PROTEE TED -IEEL MIN. `�d1I THAS II4,01C TED UINDER ITEM 4� MIN. 1- 4" IN, RETURN, SPACED i MAX., OF 24 " O,C: STUDS TO BE OUT " TO ; _ r IN,. LESS THAN ASSEMBLY HEIGHT, 3. BUTTS AND BLANKETS* - ( TIONA -M INIE)RAL WOOLBATTS, FRICTION RTED BETWEEN ' AND RUNNERS, NNERS, MIN NOM- THICKNESS INDICATED UNDER ITEM 4. SEE BATTS AND BLANKETS K(WNV OR J CATEGORIES FOR AVI OF CLASSIFIED COMPANIES, BATTS AND BLANKETS', (OPTIONAL), PLACED ED" IN STUD CAVITIES, ,ANY GLASS FIBER OR MINERAL WOOL INSULATION BEARING THE UL CEFMF1CATION MARKINO AS TO, SURFACE BURNING CHARACTERISTIC AND/OR FIRE RESISTANCE. SEE TT'S AND 'B KETE BK. OR : .JZ CATEGORIES FOR fi[AMES OF CLASSIFIED I FIED COMPANIES, IES, 4, O'YR UM BOARD-4- GYPSUM PANEL 'WITH BEVELED, SOUARE OR TAPERED EDGES APPLIED I �'EI�TIC�LL�' HORIZONTAL.LY, VERTICAL AL JGINTE CENTERED; OVER .I AND STAGGERED ONE STUCK CAVITY ON OP SITE 'SIDES OF STUDSI ERTI "L J ITS IN ADG ,. CENT LAY (MULTILAYEIR 'SYSTEMS) $TAGOERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE ajkCKED B STEEL FRA, A IN . HORIZONTAL EDGE I � AND H RI ONTAL BUTT JOINTS, ON' OPPOSITE SIDE'S OF CAS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINT'S AND BUTT JOINTS IN ADL ICEN'T LAY ( ULTIL.A'Y SYSTEMS) STAGGERED A i IN. OF 121 File THE THI KNE 5 LAND NIJ BER OF LAYERS FOR THE IH R ISa .. FASTENER'S -(NOT SH DW t",')-TYRE OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUD (ITEM ) OR FURRING CHANNELS ITEM 6 ,, SINGLE LAYER SYSTEMS',, 1' IN, LsOI`44O FOR AND %, IN. THICK PANEL'S O,R 1- , IN, WNG FOR 4 IN,. 'THICK PANELS, SPACED 6 IN. 04, 'WHEN EN PANELS ARE APPLIED HOI IZIC"I TALL'` OIL 8 IN, O,C F ALONG VERTICAL AND BOTTOM EDGES �'D 1 IN, IGIC1, IN THE FILED WH;NE PANELS ARE APPLIED VDfllCALLY. 7. JOINT TAPE ID CO IIPOU D=., VINYL OFF 11= EIN, DRY OR PREV I; ED JOINT !COMPOUND APPUED IN TWO ,TS TO JGINTS AND SCREW HEADS OF OUTER L.4Y" .. PAPER TAPE, NOWI, . IN. WIDEt EMBEDDED IN FIRST LAYER, IOF COMPOUND OVER ALL DINT$ OF O.ITER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE CIMITrED WHEN GYPSUM PANELS ARE SUPPLIED WITH 5OUERE EDGE, S. OA'ULKII G AND SEAL '�-(DIRMNAL, NOT SH N)- BEAD OF ACOOUSTI"C.AL SEAL414T APPLIED AROUND THE PARTITION PERIMETER ETER FOR SO1I ND CONTROL UL THROUGH -PENETR kTION FIRESTOP V NO W-L-1222, F RATINGS - 1 AN .2 HR (SEE ITEM 1 T RATINGS - 1 /4� 3 AND 'I HR, I SEE ITEM 1. .ALL A EMBL` - THE 11 Off' HOUR FIRE RATED O`YP U M' 8 /STUD "BALL ASSEMBLY SHALL BE CONSTRUCTED UCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL 'L 300 OR V444 SERIES WALL OR Po+ 13T ION DESIGN IH THE UL FIRE RESIST ,` E DIRECTORY AND SHALL LL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES-, As STUDS - WALL FRAMING MAY ICONSIST F EITHER 'WOOD STUD` ORSTEEL CHNEL STLJDS. W`r 1 3 STUDS TO CONSIST OF NOM 2 8 = IN L ER SPACED 16 IN 04. STEEL 'STUDS TO BE MIN -3- 'w FIDE AND 4x' SPACED 4" O=O, , GYPSUM D - THICKNESS, TYPE NUMBER, OF LAyERS AND FASTENERS AS SPECIFIED IN THE INDIVIDUAL ALL AND PAIRTITION DES I ON. MAX DIAM OF OPENING IS 1 1"- 8 THE HOURLY F $4TINO OF THE FIRESTOP TOP" SYSTEM' IS EOUAL TO THE HOURLY FIFE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED, 2, THROUGH PENETRANT - ONE METALLIC PIPE; CON IT OR TUBE TOI E INSTALLED ECCENTRICALLY OR CONCENTRICALLY 'WITHIN THE FIRE -STOP SYSTEM, THE :CNNI.I 'SPACE BETWEEN THE PIPE,, CONDUrr OR TUBE ,AND THE PERIPHERY OF THE OPENING SHALL BE KIN O IN, (P. 0 1 NIT CONTACT) TO MA.X 2, IN, PIPE. CONDUIT OR TUBE TO RE RIGIDLY SUPPORTED 'ON BOTH SIDLE OF THE WALL ASSEMBLY THE FtOLLOWING TYPES AND !SIZES E OF METALLIC, RIPE a CONDOITS AND -NOES MAY BE USED. A. STEEL PIPE- NOW 8 IN,, DM,, (!OR SMALLER) I HEDUILE OR HEAVIER) STEEL PIPE,. Ra IRON PIPE- NOM B f . DI R T OIL DUCT11 E IRON, PIPE, C. CONDUIT- NOM 6 ft DI R) RIGID STEEL CON! QUIT, NOM 4 IR, I(ORSMALLER). STEEL ELECTRICAL METALL.10 TUBING: (EMT) OR NOM IN. DIAM (OR SMALLER) FLEXIBLE STEEL CONI IT. 0, COPPER PIPE- NOM 4, IN B . R SMALLER) RE r HEAVIER) COPPERS PIPE E, COPPER TUBE- NOM 4 IN, R SMALLER) TYPE L (OR, HEAVIER` COPPER TUBE, TYPE Of PENETRANT IMAX 014M'i T RATING STEEL OR IRON RIPE, STEEL 2, 1N. 1 HI CONDUIT OR EMT STEEL OR [RON PIPE, 1EEL 8 IN,,, Y4HEM CONDUIT OFF EMT COPPER PIPE OR TUBE 4 IN, 4,, H A, THROUGH PENETRATION PRODUCT*- FLEXIBLE LE METAL PIPIT',- AS AN' ALTERNATE TO, ITEM 2. ONE NOM t ""' IN. DIAM (OR SMALLER) STEEL FLE 18LE METAL. PIPE TO RE INSTALLED EITHER COKENTRICALLY OR ECCENTRICALLY WITHIN THE FI RE. THE ,E 8ETWEEN THE PIPE AND THE PERIPHERY OF THE OPENING SHALL BE MIN OI 1 W(POINT CONTACT TO, MAX 2 IN, RIPE TO BE RIGIDLY' PPIORTED ON BOTH SIDES OF THE WALL ASSEMIBLY. OMEGA FLEX INC TITEFLEX CORP, A 90I-ND"Y 00 WARDI MFG INC 11 FILL, 'VOID OR CAVITYMATERIAL*- SEA - TIN IN; THICKNESS OF FILL KkTERIAL APPLIED WITHIN ANNUILUS,, FLUSH WITH BOTH SURFACES OF WALL ASS .ILA, T POINT CONTACT LOCATION, MllNI ,r4, IN.. DI. BEAD OF FILL MATERIAL APPLIED AT METALLIC PIPE/ P`SUM BOARD INTERFACE ON MOTH SURFACES OF SPECIFIED TECHNOLOGIES INC- P'EO EAL LOI T 4BEARING THE LJL CLASSIFICATION I ARK YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 O F F( �............, WC PE 75423 i 0 tilt .................. !ONA1 YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING. WITHOUT SIGNATURE &.CITY APPROVAL STAMPS V. PROJECT: Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT �3# REVISIONS 14/8/2019 eV ev ev © ev DATE : 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: A-5 DESIGN TEAM: FYWATT.CT Fd AT TATFn R.Ud TTn AT — . TChu.4dRR.Q7.5 FAN DISCHARGE WEIGHT WEIGHT UNIT TAG FAN UNIT MODEL# CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA VELOCITY SONES NO. 1 DU180HFA 1894 1 1.250 1 1063 1 1.000 1 0.6130 3 1 208 1 3.8 1 437 FPM 1 148 12.4 2 CASRE150D 1575 1 1.650 1 1663 1 1500 11130 3 1 208 1 4.4 1 1157 FPM 1 246 25 26 1/2" 26 1/2" FAN#1 DU180HFA-EXHAUST FAN VENTED FEATURES: CURB - ROOFDIRECTMOUNTED DRIVE DCONSTRUCTION (NO BELTSIPULLEYS) 393I8 . ROOF MOUNTED FANS 26" - RESTAURANT MODEL - UL705 AND UL762 ANDULG5645 - 16 GAUGE VARIABLE SPEED CONTROL STEEL -INTERNAL WIRING CONSTRUCTION WEATHERPROOF DISCONNECT THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300-F(149°C) //�_ 3" FLANGE - GREASE CLASSIFICATION TESTING / 333/4 NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY 22518 WHILE EXHAUSTING AIR AT 300-F T4WC) \ ROOF OPENING '\ UNTIL ALL FAN PARTS HAVE REACHED P6 DIMENSIONS THERMAL EQUILIBRIUM, AND WITHOUT ANY 26 DETERIORATING EFFECTS TO THE FAN WHICH GREASE DRAIN WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST PITCHED CURBS ARE AVAILABLE D. 2 EXHAUST FAA MUST OPERATE CONTINUOUSLY FOR PITCHED ROOF$. 1S 1 2 WHILE EXHAUSTING BURNING GREASE VAPORS 0° AT 600-F(316°0) FOR A PERIOD OF SPECIFY PITCH' 12" 15 MINUTES WITHOUT THE FAN BECOMING II DAMAGED TO MY EXTENT THAT COULD CAUSE EXAMPLE: 7/12 PITCH = 30° SLOPE LE AN UNSAFE CONDITION. OPTIONS GREASE BOX, 26 MIAMI DADE CERTIFICATION - FAN#2 CASREI 50D-EXHAUST FAN 2 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 92FAU1[7Yff 2ATTA Fd AT TAIFnGAld TTn AT — Tnh#QdRRQ9.r. FAN MIN DESIGN WEIGHT UNIT TAG FAN UNIT MODEL# BLOWER HOUSING CFM CFM ESP. RPM H.P. B.H.P. 0 VOLT FLA (LBS) SINES NO. 3 A2-20D 20MF-2-MOD A2 - 2555 0.650 1074 1.000 0.6850 3 208 3.8 397 IIA FAN#3A2WD SUPPLYFAN 1. UNTEMPERED SUPPLY UNIT WITH ZX" DIRECT DRIVE FAN IN SIZE #B HOUSING 2. INTAKE HOOD WITH EZFILTERS & DOWN DISCHARGE- AIR FLOW RIGHT-� LEFT 4. MIAMI DADE IMPACT AND WIND LOAD CERTIFICATION- MIAMI DADE COUNTY PRODUCT CONTROLAPPROVED, FLORIDA BUILDING CODE APPROVAL. EXHAUST CURBS UP TO 20" HIGH MUST BE 20 GAUGE ALUMINIZED. EXHAUST CURBS ABOVE 20" HIGH UP TO 42" HIGH MUST BE 16 GAUGE ALUMINIZED. EXHAUST RAILS LIMITED TO 10" HIGH. NOTE: SUPPLY DUCT MUST BE INSTALLED TO MEET SMAONA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT DISCHARGE UNLESS OTHERWISE SPECIFIED. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTWORK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED STRAIGHT DUCT SIZE IS 2W x 20" x ]2" LONG. / - ROOF MOUNTED FANS 153/8 - RESTAURANT MODEL 281/8 - UL762 AND ULC-S645 14 3/8 - HIGH HEAT OPERATION DIRECT DRIVE 300-F (149^C) - HIGH HEAT OPERATION BELT DRIVE 50WF (260°C) 11 - HEAT SLINGER GREASE CLASSIFICATION TESTING -TILT OUT WHEEL -LOCKING PIN FOR POWER PACK 1 283/4 - MOTOR WEATHER COVER p 1 - INTERLOCKED DISCONNECT SWITCH e 22 7/8 SPRING PIN 2" DRAIN 46 IA Lil 29 318 14 7/8 DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) 22 112 — 23 NORMAL TEMPERATURE TEST DIRECT DRIVE EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 30WF (149°C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST BELT & DIRECT DRIVE EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 500°F (316°C) FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. OPTIONS UTILITY SET GREASE CUP. RE15DO- HIGH TEMPERATURE HEAT & SMOKE OPTION.. MIAMI DADE CERTIFICATION.. 23" 23" VENTED CURB 24" 0 0 16 GAUGE STEEL CONSTRUCTION W FLANGE ' ROOF OPENING zz 1/2 v/PY 1/2 DIMENSIONS PITCHED CURBS ARE AVAILABLE 01. FOR PITCHED ROOFS. 0° SPECIFY PITCH: 12" EXAMPLE: 7/12 PITCH = 3WSLOPE LIFTING LUG 3 I 20" EQUIPMENT CURB 31 ROOF OPENING T' SMALLER THAN CURB DIMENSION. PITCHED CURBS ARE AVAILABLE 0„ FOR PITCHED ROOFS. 0° SPECIFY PITCH: 12" EXAMPLE: 7/12 PITCH = 30° SLOPE 36 3W WIRING w 1/W AIRFLOW 4 SERVICE DISCONNECT SWITCH BLOWER/MOTOR ACCESS DOOR 24" SERVICE CLEARANCE REQ. 7I MINIMUM STRAIGHT DUCT L 331 J 20' 933/4" AIRFLOW 4— Hood Diagram SCALE: 1/4" = 1'-0" YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305)484-5596 PE:75423 SEAL I O..F/ O � P; ...O PNL SOtl`P -7 -O PE 75423 � Z NAlE�e1 I1 I III IIII YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS PROJECT: Sin Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33133 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 MANAGMENT: # REVISIONS DATE AE ev 11/19/2018 DATE: 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: I mi DESIGN TEAM: F1.R17TR//.`d7. PAPR"ArF — .TPh4.4d9R419S NO. TAG PACKAGE# LOCATION SWITCHES OPTION FANS CONTROLLED LOCATION QUANTITY TYPE P 1 H.P. INCILTI FLA 1 SC-32111 OFF Wall Utility Cabinet Left 11-Ship Loose w/Hood ILight 1 Fan Smart Controls Thermostatic Control Exhaust 3 1,000 208 3.8 Exhaust 1 3 1 1.500 1 208 4.4 Hood # 1 Supply 1 3 1.000 208 3.8 JOB NO ODEL NUMBER MAN BY BQIEMAIIC TIDE DESCRIPTION OF OPERATION: 3468925 SC-321110FP INSTALL momrmmrz E. .1E.n.., saPPn F.n E.n.ar on In Plre Dame .Fre, F.mn Dwonrher ¢ta9¢anv Donaolwa. RoonwmP¢awr eemueNpP¢d JQB NAME DAIS DMG xo beerz ki(elEiNallelan.l NVERTER DUTY a PHASE MOTOR REQUIRED FOR USE WITH VILE 9835 NE 2ND AVE 719I2018 ECP #14 2 BREAKER PANEL TO PRIMARY CONTROL PANEL CONTROL PANEL TO ACCESSORY ITEMS CONTROL PANEL TO CORE SYSTEM Responsibility: Electrician Respon Sibility: Electrician - Responsibility: ALARM CONTACTOR 3 BREAKER SIZE SHOWN I$ THE MAXIMUM ALLOWED CONTROL PANEL COMPONENT CONTROL PANEL COMPONENT__ BREAKER PANEL PRIMARY CONTROL PANEL II HMI BUILDING BREAKER IPH ! 1r. CONTROLPANEL �I WIRE DIRECTLY TO CONTROL BOARD- r ALARM PANEL NLr J4 I 1 CONTROL PANEL FIRE INPUT �,AY.Va I CAT-5CONNECTION L.,- 5 115 V croum _ TG REMOTE SIGNAL FOR J9 - AL1 15A CONTROL POWER. DO NOT WIRE PUCE END OF LINE PLUG TO GFCI OR SHUNT TRIP BREAKER MOUNTED BUILDING IN EMPTY JACK PN:EOL12cA EO 120A Z AU SWITCHES _ FIRE ALARM .; WIRE DIRECTLY iO CORE CIRCUIT { IST HOOD LIGHT BREAKER SHARED Wy CONTROL PANEL BOARD- ALI WILL MAKE AL2 IN FIRE V POWER SWITCH#1 1 HOOD LIGHTS' _ DONDITION, UNE I L1 CONTROL PANEL B1 BLACK j-�- BUILDING' T BREAKER 3PH _ _ - uN; _� TO 1W1C -GREEN CONTROLPANE ALARM PANEL 208V LINE L--Z HOOD LIGHTS ) N _ -I SIGNAL FOR MCA; 4.8A mL 1400SOMAX WIRE TO JBOX ON TOP OF HOOD r TBO �_ COMMONL .BUILowcMOCP: 15A NORMALLY OSED 5 EXH 1 SM 1 RoureR TROUBLE TBL _t TROUBLEa=_LAr coniiAciswarWIRE TO VFD QUICK CONNECTOR COMM CAT S ETHERNET CONNECTION ALARM MAKE TDC TO TBL IN TROUBLE_ CONTROLPANEL CONDITION. g Ltd. BREAKER 3PH LME �9- TO 01 WIREDIRECTLY TO COMMUNICATION 208V - - �- - _-- - E � WORLDWIDE - LIFE MODULE. NET REQUIRES 1) DROP 2) # MCA'. 5.5A G,auw LE WEB uDPPORT 14wa1445OPEN FOR CONTROL PANEL TO CORE SYSTEM MOGP'. 15A EXH-2 SM-2 )GN OUTBOUND TRAFFIC ONLY. Responsibility: CORE CERTIFIED INSTALLER -.._ WIRE TO VFD QUICK CONNECTOR CONTROL PANEL COMPONENT -- LIKE CONTROL PANEL T1A:; BREAKER 3PH _ _ uNE _.� TO T1 B. WIRE TOCONTROL BOARD. INSTALL ROOM TEMP - FIRE STATE 208V _ L,NE KITCHEN TEMP SENSOR IN ROOM AWAY FROM HEAT{+" 12 MCA: 4.8A _ _ crows LNG SENSOR SOURCES 00 NOT INSTALL CENSOR =-22i IR I L FS-01 MOCP: 15A SUP-3 $M-3 ON THE CEILING GRID SEE MANUAL. CONTROLPANEL Me,1 atom, a,, al o Sea DK WH TO DUCT ,netall t 'a N t M epl 1 B WIRE TO VFD QUICK CONNECTOR ,.� 'Pees, Fire Slat CONTROLPANEL T? L - MOUNTED FIRE HIGH TEMP WIRE(842 F) PIN SPCON ACT To T2B 're9P rea mr all srrerveea Loopwrn9T=imam wIRETO CONTROL BOARD. N009 DETECTION Said., is At olnerwiring shau be PN: 8.20uL, FS-02 DUCTSENSOR SENSOR MOUNTED IN EXHAUST DUCT RISER4 STAT(S) ..thane. A1Ic I - BK N_JH- u —, _ 23 Ti— _— _._ — — FIX star CONTROL PANEL TO FANS CONTROL PANEL I�T3� — 24 ,— 6 Responsibility: Electrician TO iiB. WIRE TTOOONTROL BGARD. N0_002 -- DUCT SENSOR SENSOR MOUNTED IN EXHAUST DUCT RISER PULL STATION PRIMARY PANEL FANS _ 101 -- - -- - - - 16 1 IT70Y711 - MS 01 Load -Ong AND pe 11.zk F Ot = -IT, 0 DELI bav CONTROL PANEL REQUIRED ORMAY NOT 09SIOTES SHUNT COIL CONTROL FIRE Maevu ACTUATOR MP REMrnEFRE evsi NO BM1 I V1 — LocipIMoro6W 11 WIRE TO L1 - A i v o AUX 01 VFD QUICK _ _ p IAU ), AU2' HOT TO SHUNT COILtruspirmund CONNECTOR _ BT �. - '� )lr� I Atllacenl MUST HAVE ITS OWN CONDUIT DISCONNECT NEUTRAL FROM SHUNT COIL J •ram k CORE Panel DO NOT SHARE CONDUITI SIGNAL FOR N1 SYSTEM PULL UX 01) EXTERNAL ST TERMINAL IS ENERGIZED STATION k, e.amRuder FAN', 02 EAHG2 poses,`'a•'rn lD1 Pr SHUNT TRIP IN FIRE CONDITION. 19 Load Wring U2 - RA'. a4 RE Ali eo•mrmerw.rwormaa ww••r °moo.s� y 'NO Manal WIRE NTROL N CONNEVID CTOR �2D xdw, -WIRE TO HMIs saBV COEXTTO ERNALELb1C WILL ACTIVATE FANS AND BM6WR� - - 10 r- Jr pNlf2 MUST HAVE ITS OWN CONDUIT DISCONNECT J z1 DO NOT SHARE CONDUITI SWITCH LIGHTS COR£PCB Lord Wring U3 _, _FAN'. 03 61 1 FAaa� CONTROL PANEL ECPM03 CATS CONNECTION 0 BM3 Y E°¢ - - -O OU BOX TO J3 ADDITIONAL DEVICES MAY BE INLINE J5 WIRE TO �W� ca MASTER CORE PLACE END OF LINE PLUG VFD QUICK )GND - _ - BOARD. IN EMPTY JACK. on EOL120A 23 CONNECTOR WIRE TO UNLESS VFD, PCU, EDL720A MUST HAVE ITS OWN CONDUIT DISCONNECT _. OR OTHER COMPONENT IN. SERIES. -- - DO NOT SHARE CONDUIT' 24 UNLESS SPECIFIED OTHERWISE, ALL FACTORY AC WIRING 16 Ai ALL FACTORY DO WRING %AWG. 1 J9 120V r� 1Y1 - CONTROL INPUT rl [R (2' BK CARt_ 120V HI el - BK _ N1=NEUTRAL, 15A l m 24V Lo//' AS BREAKER. DO NOT (4) CONNECTTO J8 (6, BK=1- � - SHUNTTRIP - r, V DC Dof 2 ( arc ST9 BREAKER. SEE P6-01 POU .: INSTALLATION ({ N,L AO /1 BY SCHEMATIC FOR HI ) ADDITIONAL RED. o PANEL LID n Six 4 =ii - GO 3 4 J7 120V BK I4AWG BK„ `ti BK-- i� 4d Is la jHl 3NI B1 (2 BK�`.�> ooa4l nTs JUMPER- 5 EF1 3 BK SF 4 BK OV7 (5) B DC+r✓B� i8' RD-].'7�PR==Rol YI MAKE UP AIR INTERLOCK. JUMPER 8 I®m EGINAG 2 J 0 ARiC JUMPER FIRE SYSTEM -IH1 ,]NI 1RY COM 1 -R4 L i�LB RoL, ` fll-:l W ,o DOLL CLC { �` M RrPURE '� /raPPh�¢1¢J DC- 11 � C IJ CAT-5 NOTE All items on ECPM03 J3line W be defy one nee firm one component 1. the 1.1 w tM1 EOL12DA et and pill Plane PN: EOL12OAn empty RJ46 perc EOPMfVDAISY CHAIN J4 J3 J5 mlNow 1 �qa t "'A' 11 1 SM1 1 6M2 1 SO2 2 2 2 ECPM03 at Previous EOL :J3 Hol.el'. NOTE. F,m,re ECPM031or CGRE MASTER CORE FACTORY WIRING MOTOR POWER CIRCUIT SCHEMATIC CIRCUIT BOARDS DCV Rev. 2.08.00 MTR: ExH-t HMI Rev. 2.08.00 14AMo SJT FLA38 K rip t 000 3PH 'Lt GK E JT1 P10001 Rome RD zaev L2 . Tz PIDfiNA 2D AC 24 VE 1 5 A L3 E4 BR e9T3 P102 U RELAY REV GUl -RSIR P103 B0.0 NO 4 3 NO 4 Pios DO NO 2 1 IL 2 U4 ae Uk Pura eD 'V1 RKUK Pis1 NlA COIL 8_ ] COIL B WI BK Al PI50:01 CDML6'5 CCM 6, P16]: 66Z VFD. ESV151NO2YXBA1 P194: 225 P410: 11 COMPONENTLIST MTR: EXH 2 14 AM_SML- FLA: 64 LABEL DESCRIPTION rRH BK HP: 150D Al .larder 3PH T4 u; U?1 I P100 01 PNoun^ 208V 1;L51BK '�71 lram-ORL-MIE P101', N/A OLA POwdeped Nv,lx 16 A E `B� 1 1 Gd/'WlT3 P102'. 0.0 GX OX.Oder Got J�1 L1L'� Y, P1D3:SO.B In Firce GN P1as DD ,J2 T: BKa.L1 P106: ]d Pb-0 Power HUP.24V0C `/2-F KJ 13 Pion N/A AN W�8 20 TO BK B - FAA DWWLW BABY PNMPOSS0 �VV2p -yL iLSIN PA6401 pR36tI0M819 P16]: 63.0 VFD: ESVI12NO2yx05]1 R94'225 P41CITY in-0 12 CITY SUP 24VOC I Rol 14 AVJG SM-3 FLA. 3.8 SPIT t_7fjf SK ON ViT1 HP: 1000 PtDa DI 206V , L9 BK EK WITW72 Pi0200 15A -L9 >BK - SR WITS P103 0.0 GR ONIO P103 00.0 P10] 00 GU3 SK BK LI P131 90 x 6K BIC.L P1 a NA -lN3 IEK -L�k -r L3IN PI50 01 P16]. 225 VFD'. ESV]51NO2YXB91 P410 21 P410: 21 FBI RJ45 to TWIN, Pat PN'. PJI$_MOOBUS CgiV.. COMI CAMUN.MODULE on:COMMOi ofil CeumerrrbAYe Px:=4&x C m LEGEND --FACTORYIW RING FACTYAYELLEW, BK-BACK GAGRELOW BL-BLUE GY-GREY BR -MOWN PR -PURPLE UT CCKU YVH WHITE CR-GREEN CWBLCR2LBTRIPE BOCIN RO STRIPE RPGN RDMIJSTRIPE Wr431.WNBL STRIPE J 1 2 3 3x Eammal RP 4 RgA - Fire 5 RDl FIRE It Audible Alain PS-01 fl4__, P Prime/Reset R DSiot N$ GAS CYLINDER SW 7 8 9 16AM LI O ON 1606XUP,60EQ LNA Adjust power supply to 2].5 Volts with an PSM-2 OW accurate Digital Volt Meter or with an HMI plugged into the CORE hoard. To SulIdIn. Fire Alarm Penal FIRE ALARM SYSTEM CRY CONTACTS. noml AL16 AL2 make In FIRE, 11 RD 5 AMPFUSE G DISCONNECT JI 24 VOLT BATTERY PAiK FOR SHIPMENT G all BK PCB-2 J p If t valve J3�3-� )3R� o icn is use0 BY ATTENTION: LOW -VOLTAGE DC OR SIGNALING WIRE SHOULD BE ROUTED IN SEPARATE CONDUIT FROM ALL AC SOURCES. FS-1: MASTER - GUAY J35a PK T RO RO 24V DC s Blue J34 r��7� a RS-1 - RELEASE SOLENOID #1 J310=. 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Multiple manual actuation possible LAD A BIT21 A Plug lumperwlth wires from Pint to Pln4 and lmmp,n2 to °y_ NOTE:AIJUAU2 terminaleclCORE Pen¢I hould olbe p laidould be mounted an JIO It there Is nit manual ORE Pan CORE Panel wired lira he own manual adivegon loop. dement, device and no mowidev cn. MAD Ot M ever A J104 BD - Dean r JJEYCE-� ING(A CATS IMRING (MASTER ONLY) A FIELD' MRED,'FA6EPREWIRE ECPM03 PUT END OF LINE PLUG IN EMPTY RJ45 UNLESS POI AIM OR OTHER COMPONENT IN SERIES. SHIELDEDTWISTED PAIR J]2 BK BK�.® R59B5 CORE INTERLOCK NETWORK_ Conn¢ction to otpar CORE Panels or Communication J7-3 RO RD Mcaula. saatoslalhunrsrnemarefer Connector. DIP Switch CORE set DIP SW SW to CLOSED positron. Slays WIN set address 1 set 1 2 3 4 5 6 ] 8 DIP SW BIo CLOSEDPosition. All 0 O • other CORES weDl SW BOP Ad P � � � P OPEN FIRE INDICATOR FAULT CONDITION FLASH CODES 2 Release Solenoid 3 Gas Cylinder 4 AUwllary Faun 5 Microconlmller Fault 6 N/A T Supervised Loop 8 Ground Fault sutteryV Low ID 1 Voltage Low 11 AD Raw., Failure -m Tdm 12 Door Tamper Sw lch 13 N/A Nekul 10 CORE Infibmd I 15 Fault on HOOd in Interlock Network 18 Feuxan PCU In lnledpck Nelwadc FACTORY WIRING SCHEMATIC CORE FIRE PROTECTION COMPONENT LIST LABEL DESCRIPTION PCs CORE PCB IN! PL'BCCflE:APP PSMQ CORE POWER SUPPLY PN flat BE WisX P�NMrR lntl w UP M NVRetl IM LPul Pi WM LLdf surf Lem ennnr PN:An55ID .41 AWbl.Alarm. PN'.bCEINUMPRIS PB41 pwarmand serch pN:ol .4 Turner batch PN 822RO,AT smi G Ifapa 1 'Land AN.SATOB05 ovI 24a DOGe Vd a H Died Fire s FN 124S¢ Hill M Lvos 24VYL 11 My .PNL 11S30UY Psd1 R ante Poll hoop elion F=Proaa, RD xx 24VDC RM24DCemy PNPLCPPI4<IXYtt mi Gea Cylintler Svtcn PN:VW Es LEGEND --FlEtDTM TNG FACTGRYBULO G BK-BLACK You. YELLOW BL-BLUE GR-PURR R-BRCWN PR-RURRE OR R-CRA1dGE RPRED KRPWHITE GR-GREEN OWBESTRIPE BURPBURDBURDSTRIPE flAPIRL- HIBLURIPE VALBUW%BLSTRIPE � SEAL: MANAGMENT:. SHEET TITLE: SHEET No: Hood Diagram SCALE: 1/4" = Vii DESIGN TEAM: ELECTRICAL GENERAL NOTES 1: OVERALL INSTALLATION: THE INSTALLATION SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE (NEC-2014), THE FLORIDA BUILDING CODE (FBC-2017), AND ANY OTHER APPLICABLE FEDERAL, STATE AND LOCAL CODES. 2.- COMPLIANCE: WORKMANSHIP, MATERIALS AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE APPLICABLE EDITION OF THE NEC, NFPA, NEMA, ASTM, OSHA, HRS HEALTH AGENCIES, AND OTHER APPLICABLE NATIONAL, STATE, AND LOCAL CODES AND PERTAINING REGULATIONS ESTABLISHED BY THE RULING AUTHORITY HAVING JURISDICTION. CONTRACTORS SHALL ALSO MEET THE REQUIREMENTS OF OTHER STANDARDS WHERE SUCH REQUIREMENTS ARE MORE STRICT THAN THOSE STANDARDS CITED ABOVE. AMERICAN MANUFACTURE, BEARING THE UNDERWRITER'S LABORATORY (UL) LABEL AS APPLICABLE. 4.- PERMITS AND INSURANCE: CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, TAXES, INSPECTIONS, TESTS, FINES AND OTHER ITEMS AS REQUIRED FOR THE INSTALLATION OF THE COMPLETE ELECTRICAL SYSTEMS AS OUTLINED HEREIN AND SHOWN ON PLANS. CONTRACTOR SHALL PROVIDE ALL REQUIRED INSURANCE FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 5.- EXISTING CONDITIONS: BEFORE BIDDING, THE CONTRACTOR SHALL VISIT THE JOB SITE AND ASCERTAIN ALL EXISTING CONDITIONS WHICH WILL AFFECT HIS WORK. FAILURE TO DO SO WILL NOT BE ACCEPTED AS A REASON FOR REQUESTING EXTRA PAY WHERE THE EXISTING CONDITIONS RESULT IN EXTRA MATERIALS OR ANY EXISTING CONDITIONS FOUND BY THE CONTRACTOR WHICH WILL ADVERSELY AFFECT THE WORK SHALL BE IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCHITECT/ENGINEER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETELY WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENTS OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. 6: CUTTING AND PATCHING: MAJOR CUTTING, PATCHING & PAINTING REQUIRED BY THIS CONTRACT WILL BE PERFORMED IN A NEAT AND WORKMANLIKE MANNER. ALL SURFACES SHALL BE RETURNED TO ORIGINAL CONDITIONS AFTER THE INSTALLATION OF THE EQUIPMENT. 7: THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF THE LOCAL ELECTRIC UTILITY AND THE TELEPHONE COMPANY. 8: LOAD DATA IS BASED ON INFORMATION PROVIDED TO THE ENGINEER AT THE TIME OF DESIGN, ALL EQUIPMENT AND PANEL SIZES SHALL BE VERIFIED BEFORE ORDERING. 9.-CIRCUITS SHOWN ON PLANS ARE USED TO DETERMINE LOAD DATA AND PANEL SIZES. THE CONTRACTOR SHALL PROVIDE CIRCUIT ROUTING TO SUIT THE JOB CONDITIONS. 10: FURNISH AND INSTALL ALL FIXTURES AS CALLED FOR ON THE PLANS OR AS SELECTED BY OWNER/ARCHITECT. 11.-ALL CONDUCTORS SHALL BE RUN IN CONDUIT, U.O.N. 12.-INSTALL 3/4" EMPTY CONDUIT TO ALL TELEPHONE, DATA & TV OUTLETS. PROVIDE PULL WIRE. 13.- INTERFERENCE: THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER TRADES SO THAT INTERFERENCE WITH EXISTING STRUCTURAL MEMBERS BE AVOIDED. 14.- PLANS: DRAWINGS ARE BASICALLY DIAGRAMS INTENDED TO DEPICT APPROXIMATELY EQUIPMENT LOCATIONS AND ARRANGEMENTS, NOT TO SHOW EVERY MINOR DETAIL. PLANS SHALL NOT BE SCALED TO DETERMINE EXACT LOCATION AND DIMENSIONS. 15: ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN ACCESIBLE AREAS ONLY AND ABOVE BASE FLOOD ELEVATION, 16: CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSES SIZES IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATES, IF DIFFERENT FROM THOSE SPECIFIED ON DRAWINGS, AS WELL AS ANY FEEDER CHANGES BEING AFFECTED BY THIS CHANGE. CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. 17: ELECTRICAL CONTRACTOR SHALL COORDINATE WITH MECHANICAL CONTRACTOR TO PROVIDE ALL REQUIRED J-BOXES AND CONDUITS FOR INSTALLATION OF CONTROL WIRING. LOW VOLTAGE CONTROL WIRING AND THEIR TERMINATION IS THE RESPONSIBILITY OF THE MECHANICAL CONTRACTOR. 18.-ELECTRICAL METER AND PANEL LOCATIONS SHOWN MAY VARY DEPENDING ON SERVICE ENTRANCE LOCATION. 19: ALL LIGHTING FIXTURES TO BE SELECTED BY THE OWNER/ARCHITECT, U.O.N. AND SHALL BE INSTALLED BY THIS CONTRACTOR. 20: BALANCE ALL PHASES AT EACH PANEL AND MDP/SERVICE MAINS 21: CHECK AVAILABLE ELECTRICAL SERVICE CHARACTERISTICS WITH THE LOCAL POWER COMPANY PRIOR TO ORDERING ANY EQUIPMENT. INFORM THE ARCH/ENGINEER IF IT IS DIFFERENT FROM WHAT IS SHOWN ON PLANS. 22: ELECTRICAL CONTRACTOR SHALL ASSURE THAT ALL FEATURES OF SERVICE COMPLY WITH THE POWER COMPANY'S REQUIREMENTS AND SHALL MAKE ALL NECESSARY ARRANGEMENTS WITH POWER COMPANY FOR SERVICE. ALL EQUIPMENT NOT FURNISHED AND/OR INSTALLED BY THE POWER CO. IS TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, 23.-U.O.N., COORDINATE REQUIRED A.I.C. RATINGS WITH POWER COMPANY. 24.-WHERE MORE THAN ONE DEVICE IS INDICATED AT ANY LOCATION, THESE SHALL BE GANGED UNDER ONE COMMON COVER. 25: QUANTITY AND LOCATION OF ELECTRICAL, TELEPHONE/DATA & TV OUTLETS, LIGHTS AND LIGHT CONTROLS, SHALL BE ADJUSTED TO SUIT THE OWNER'S REQUIREMENTS AS PER OWNER/ARCHITECT INSTRUCTIONS. SAID ARRANGEMENTS SHALL NOT BE IN CONFLICT WITH APPLICABLE CODES. 26.-ELECTRICAL CONTRACTOR SHALL VERIFY REQUIREMENTS, EXACT LOCATIONS, TYPE AND ARRANGEMENT OF OUTLETS FOR ALL ELECTRICAL FIXTURES, APPLIANCES AND EQUIPMENT, PRIOR TO INSTALLATION. 27: PROVIDE A TYPEWRITTEN DIRECTORY FOR EACH ELECTRICAL PANEL. 28.-CONTRACTOR SHALL FURNISH AS -BUILT DRAWINGS TO THE OWNER UPON COMPLETION OF WORK AND PRIOR TO FINAL PAYMENT. 29.- OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN WET/DAMP LOCATIONS AND SPECIAL ENCLOSURES AS REQUIRED FOR OTHER CLASSIFIED AREAS AND SHALL CONFORM TO NEMA STANDARDS. PLASTIC BOXES MAY BE USED WHERE PERMITTED UNDER APPLICABLE CODES AND ORDINANCES. 30.-ALL DISCONNECT SWITCHES SHALL BE SIZED BY NEC REQUIREMENTS TO ACCOMODATE THE EQUIPMENT SERVED, INCLUDING REJECTION CLIPS AND FUSES, WHEN APPLICABLE. SWITCHES SHALL BE HP RATED, QUICK -MAKE, QUICK -BREAK, IN NEMA 1 ENCLOSURES FOR INDOOR AND NEMA 3R FOR OUTDOOR. ELECTRICAL LEGEND (USE THOSE THAT APPLY) e 20A, 120V SINGLE RECEPTACLE. 20 A., 120., V., DUPLEX RECEPTACLE,GROUNDING TYPE, U.O.N. MOUNTED 18" A.F.F. OR AS DIRECTED BY ARCHITECT. 20A, 120V GFI DUPLEX RECEPTACLE. 20A, QDUPLEX RECEPTACLE @ 18" AFF, U.O.N. ®FLOOR MOUNTED 20A,QDUPLEX RECEPTACLE RECEPTACLE. ® 208V SPECIAL PURPOSE RECEPTACLE. -69 LIGHTING SWITCH @ 48" AFF. 9 3-WAY LIGHTING SWITCH @ 48" AFF. SWITCH WITH OCCUPANCY SENSOR. [C PUSH BUTTON. E:l SAFETY DISCONNECT SWITCH. M!r!:] ELECTRIC PANEL. m CEILING AND WALL JUNCTION BOX. M EXHAUSTFAN. 4 TV OUTLET, PHONE DATA OUTLET (AS PER OWNER REQUEST). 2'x 4' FLUORESCENT FIXTURE. ®2'x 4' FLUORESCENT FIXTURE LAY -IN EMERGENCY. 8"x 4' FLUORESCENT FIXTURE. O RECESSED MOUNTED FIXTURE. WALL /PEDESTAL MOUNTED LIGHT. WALL PACK LIGHT. EMERGENCY LIGHT W/BATTERY BACK UP AND CONNECTED AHEAD OF ANY SWITCH. EXIT LIGHT W/BATTERY BACK UP AND ® CONNECTED AHEAD OF ANY SWITCH. (SHALL NO EXCEED 5 WATT PER SIDE c=A IE COUNTER. WP = WEATHER PROOF. VP = VAPOR PROOF. NOTE: ALL ELECTRICAL,TELEPHON/DATA AND TV OUTLETS TO BE INSTALLED AT 18" A.F.F., UNLESS OTHERWISE NOTED & COORDINATE WITH FURNITURE. COORDINATE EXACT LOCATION, COLORS AND STYLE WITH OWNER/ARCH. A-1,3,7 A 7 ELECTRICAL ROOF PLAN W YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 OF F( -p •'; PE 75423/ e \� S/ONA�� YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS +bpp �JpmWp ®pWppp 6 b0 p9 PROJECT: New Restaurant 9835 NE 2nd Ave Miami Shores FL 33133 MANAGMENT: # I REVISIONS DATE : 06/22/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: ELECTRICAL FLOOR PLAN (POWER) ELO DATE DESIGN TEAM: HVAC GENERAL NOTES 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE MECHANICAL SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH FIELD CONDITIONS, LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID OR PROCEEDING WITH WORK. THE ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS, CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS. COORDINATE LOCATION OF DUCTWORK WITH OTHER TRADES, PARTICULARLY WHERE DUCTS RUN THROUGH STRUCTURAL ELEMENTS. PROVIDE ALL NECESSARY SLEEVES BEFORE CONCRETE IS POURED. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR, 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER, TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL MECHANICAL WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS, ASSOCIATION DUES, ROYALTIES AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAID ALL THE INSPECTION FEES AS MAY BE REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, RULES OR ORDINANCES. 7. PROVIDE MEANS "FURNISH AND INSTALL". 8. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 9. SHOP DRAWINGS: CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 10. AT COMPLETION OF JOB THE MECHANICAL CONTRACTOR SHALL GIVE THE OWNER AN AS -BUILT SET OF REPRODUCIBLE DRAWINGS SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS. 11. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL AND EQUIPMENT FOR A COMPLETE HN.A.C. SYSTEM IN ACCORDANCE WITH THESE DRAWINGS. THE FLORIDA BUILDING CODE AND THE LATEST EDITION OF THE FOLLOWING PUBLICATIONS: a) ANS B91. MECHANICAL REFRIGERATION b) NFPA PAMPHLETS 90A & 91 c) SMACNA d) ASHRAE 12. SUPPLY & RETURN AIR CONDITIONING DUCTWORK IN UNCONDITIONED SPACE SHALL BE METAL WITH R-4 INSULATION. 13. ALL EXHAUST AIR DUCTWORK SHALL BE CODE GAGE GALVANIZED SHEET METAL, 14. DUCT SIZES SHOWN ARE NET FREE AREA. 15. ALL AIR DEVICES (DIFFUSERS, REGISTERS, AND GRILLES) SHALL BE ALL ALUMINUM CONSTRUCTION, WITH EXPOSED SURFACE CHEMICALLY TREATED TO RECEIVE PAINT TO MATCH COLOR OF AIRGUIDE OR APPROVED EQUAL. 16. PROVIDE TURNING VANES AT ALL ELBOWS. PROVIDE MULTIPLE VANE EXTRACTORS OR SPUTTERS WITH CONTROL RODS AT ALL OUTLETS CONNECTED CLOSER THAN TWO DUCT DIAMETERS TO MAIN SUPPLY DUCT AND WHERE SHOWN ON DRAWINGS. PROVIDE ALL NECESSARY ACCESS PANELS TO CONTROL VALVES, DAMPERS, ETC. 17. ALL CONTROL WIRING SHALL BE THE RESPONSIBILITY OF THE MECHANICAL SUB -CONTRACTOR. MECHANICAL SUB CONTRACTOR TO FURNISH ALL MOTORS, STARTERS, AND RELAYS, ETC. 18. FOR INSTALLATION OF ANY ROOF OR WALL MOUNTED EQUIPMENT REFER TO ARCHITECTURAL/STRUCTURAL ENGINEERING DRAWINGS. DESIGN REQUIREMENTS HVAC DESIGN REQUIRES: YES NO DUCT SMOKE DETECTOR X FIRE DAMPER(S) X SMOKE DAMPER(S) X FIRE RATED ENCLOSURE X FIRE RATED ROOF/FLOOR CEILING ASSEMBLY X FIRE STOPPING X SMOKE CONTROL X 3/8"(#16) METAL SCREWS AT 18" O.C., LENGTH AS REQUIRED TO INSURE ° z FULL DEPTH NAILER PENETRATION. LL PROVIDE SPACERS AS REQUIRED TO ACCOMMODATE ALTERNATE LOCATION Z � Q PRESSURE TREATED 2X4 WOOD NAILER Z (METAL STUDS WHERE W REQ'D BY LOCAL A.H.J.) LLI FASTNERS, 16" O.0 CL O i COUNTER FLASHING N Q BASE FLASHING ROOF RIGID INSULATION FIBER CANT STRIP (SEE ARCH.) SET IN BITUMEN BUILD UP ROOFING ROOF ROOF MOUNTED HVAC EQUIPMENT 1/4" NEOPRENE RUBBER GASKET CONTINUOUS AROUND PERIMETER MIN. 1-1/2", 3 LB RIGID INSULATION WITH NEOPRENE COATING ON EXPOSED SURFACE GALVANIZED METAL CURB (18 GA. MIN.) SECURE CURB TO ROOF WITH STAINLESS STEEL BOLTS SEE NOTE #10 FOR SIZE AND NO. (WELD CURB TO TOP CHORD AS ALTERNATE METHOD) ROOFTOP UNIT INSTALLATION NOTES 1.DUCT TRANSITION FROM RTU TO DUCT SIZE SHOWN ON MECH. FLOOR PLAN SHALL BE MADE BETWEEN RTU & TOP OF ROOF WITHIN CURB. 2.SIZE OF OPENING IN ROOF DECK TO BE AS SMALL AS POSSIBLE, 6" MAX. LARGER THAN DUCT SIZE SHOWN. COORDINATE W/STRUCTURAL PLANS. 3.INSTALL PER MANUFACTURER'S RECOMMENDATION AND INSTALLATION MANUAL. 4.ALL WIRING BY ELECTRICAL CONTRACTOR. 5.SHIM CURB AS REQUIRED TO PROVIDE HORIZONTAL INSTALLATION OF UNIT WITHIN PRESCRIBED TOLLERANCES 6.CONTRACTOR SHALL COORDINATE LOCATION OF ROOF CURB WITH STRUCTURE PRIOR TO INSTALLATION. 7.ROOF CURB BY AIR CONDITIONER MANUFACTURER. PROVIDE ADDITIONAL BRACING AND SUPPORT. AS REQUIRED FOR ROOF CURB INSTALLATION TO WITHSTAND WIND LOAD PER LOCAL CODES. 8.CURB TO BE HEAVY GAUGE GALVANIZED STEEL CONSTRUCTION AS RECOMMENDED BY MANUFACTURER, ALL FASTENERS SHALL BE STAINLESS STEEL OR CHROMIUM PLATED FOR CORROSION PROTECTION 9.INSTALL CURB TO PROVIDE EQUIPMENT ELEVATION MIN. 12" ABOVE FINISHED ROOF. 10.FOR A/C UNIT ROOFCURB, PROVIDE 3/8" TERN BOLTS WITH MIN. LENGTH AS DETERMINED BY FIELD CONDITIONS TO INSURE PROPER ATTACHMENT TO STRUCTURE. PROVIDE ANCHORING AT 18" O.C. OR AS RECOMMENDED BY STRUCTURAL ENGINEER. HVAC EQUIPMENT ROOF CURB DETAIL TRAPEZE HANGERS STRAP HANGERS HANGER STRAPS 60" MAX UNLESS FOOT OF STRAP IS PLACED UNDER A BOTTOM SCREWS 1 REINFORCEMENT SCREWS MAY BE OMITTED IF HANGER LOOPS FOR LOAD TABLE 4.1 RECTANGULAR DUCT HANGERS MINIMUM SIZE MAXIMUM PAIR AT PAIR AT PAIR AT PAIR AT HALF OF 10 FT SPACING 8 FT SPACING 5 FT SPACING 4 FT SPACING DUCT WIRE/ WIRE/ WIRE/ WIRE/ PERIMETER STRAP ROD STRAP ROD STRAP ROD STRAP ROD P - 30" 1 "x22 GA. 0 GA. (.135") 1 "x22 GA. 10 GA. (.135") 1 "x22 GA. 12 GA. (.106") 1 "x22 GA. 12 GA. (.106") 2 2 - 72" 1"x18 GA. 3/8" 1%20 GA. 1/4' 1%22 GA. 1/4" 1%22 GA. 1/4" 2 = 96" 1"x16 GA. 3/8" 1"08 GA. 3/8" 1%20 GA. 3/8" 1"x22 GA. 1/4" P = 120" 1 .5"x16 GA. 1/2" 1 %16 GA. 3/8" 1 "x 18 GA. 3/8' 1 "x20 GA. 1/4" 2 P = 168" 1.5"x16 GA. 1/2" 1.5"x16 GA 1/2" 1"x16 GA. 1/2" 1"x18 GA. 3/8" 2- 2 = 192" - 1 /2" 1.5"x 1 6 GA 1 /2' 1 "x 15 GA. 1/2" 1 "x 16 GA. 3/8" 2 = 193" UP SPECIAL ANALYSIS REQUIRED AS PER SMACNA TABLE 4-1 & FIG. 4-4 AUX. FLOAT SWITCH INLINE EQUAL EZ TRAP. INC, MODEL "EZT-225" FLOAT SWITH SHALL STOP A/C SYSTEM IF INDICATED. FASTENER BUILT-UP ROOT SUPPLY ROOFTOP A/C UNIT (SEE SCHEDULE) l-GASKET I.7IIIIIN /-OUTSIDE AIR INTAKE MOTORIZE DAMPER. f-PROVIDE MOTORIZED OUTSIDE AIR DAMPERS FOR EACH F-" PER FLORIDA ENERGY SEE DETAIL A (ANCHOR) FLASHING //,-(BY OTHERS) RIGID I RETURN U DUCTWORK TRANSITION. TION YAN L. SOLIS, P.E. ELECTRICAL ENGINEER UNIT 14245 S.W. 21 ST TERRACE MIAMI, FL33175 PH: (305) 484-5596 PE: 75423 CABLE CLAMP 3/16" DIAMETER x 24" LENGTH STEEL CABLE LOOPED AROUND BOLT HEAD & LIFTING LUG. ADJUST CABLE AS SHOWN FOR APPROX. 1/8" SLACK. ADJUST HOLDING 2 LENGTHS AFTER UNIT IS OPERATING, CHECK SLACK AND RE -ADJUST AS REQUIRED. (TYPICAL OF 4) 1/2"0 STAINLESS STEEL BOLT (4 LOCATIONS) DETAIL A (ANCHOR) N.T.S Q SET ROOFCURBOSTRUCTUAL STEEL.-SHIM OS TURNING VANES DEAD LEEVEL..SEECUREROOFCURB TO STRUCTURAL PROVIDE FLEXIBLE DUCT CONNECTION FOR AS PER MANUFACTURE'S RECOMMENDATION OR STRUCTURE O6 VIBRATION ISOLATION. ENGINEER. UNITS SHALL BE INSTALLED TO SUPPORT HURRICANE WINDS FORCES AS PER .F,B.C. 2014. REFER TO ROOF CURVE DETAIL. 0 CONDENSATE DRAINAGE. SEE PLUMBING DRAWINGS. O TRANSITION TO CONNECTION SIZES IN DUCT RISE, DISTRIBUTION DUCT WORK. REFER TO MECHANICAL NOTES: REFER TO PLANS FOR SIZES. (TYPICAL FOR SUPPLY AND RETURN DUCTS) OAS PER MANUFACTURER RECOMMENDATIONS AND CONNECT THEM TO BUILDING FIRE ALARM O ROOF DECK OPENING WITH 31/2"x31/2"0/4" ANGLE FRAME SYSTEM AS SHOWN IN THE ELECTRICAL DRAWING. WELDED TO DECK 0 ROOF. VERIFY EXACT LOCATION O PACK OPENING BETWEEN ROOF DECK AND DUCTS WITH A NTR FIELD. SOUND BARRIER PRODUCT EQUAL TO AMERICAN ACOUSTICAL WHISPER MAT WM-2 WITH 1.0 LB. PER SF. (3 BURGLAR BAR IS REQUIRED ROOFTOP UNIT TYPICAL INSTALATION DETAIL N.T.S 1 f' 4y Z) CENTER I BEAM LOAD CLAMP ALL THREADED HANGER ROD STEEL I BEAM OR BAR JOIST ® FASTENERS 10" DIA. 24" DIA. 50" DIA, MAX. MAX. MAX. HANGERS MUST NOT DEFORM DUCT SHAPE DUCT HANGER DETAIL NOTES 1. ALL HANGING SYSTEMS MUST BE CAPABLE OF WITHSTANDING THREE TIMES THE ANTICIPATED LOAD. 2. HANG DUCTS ACCORDING TO SMACNA STANDARDS. 3. 24" MAX. DUCT SIZE LIMIT FOR THIS ARRANGEMENT. PERFORATED CAP TOP BOTTOM BEAM CLA P W/ LOCK NUT ALL THREADED HANGER ROD ATED WE SIZE 3ER STRAP WALL CAP 1 1/2" X 26 GA. GALV. STEEL HANGER STRAP (TYR OF 2) CEILING FAN. CEILING FL00 O,1 SCREWS OR POW0E - ACTUATED FASTNERS GRILLE � THROUGH THE WALL TOILET EXHAUST DETAIL N.T.S FAN SCHEDULE FAN DESIGNATION EF-1 AREA SERVED TOILET LOCATION CEILING MANUFACTURER BROAN MODEL N0. SSOU TOTAL AIR (CFM) 50 E.S.P. INCHES OF WATER 0.125 SONES 0.5 H.P.(A-AMP - W=WATTS 0.15 VOLT-PH-HZ 120-1-60 DRIVE DIRECT BACKDRAFT DAMPER IS INTERLOCK LIGHT SWITCH REMARKS: 1. ALTERNATE MANUFACTURERS OF EQUAL OR BETTER QUALITY MAY BE SUBMITTED FOR APPROVAL. 2. UNLESS OTHERWISE NOTED ALL FANS SHALL BE EQUIPPED WITH SAFETY DISCONNECT SWITCH. CLEAN OUT IN PAN z B-LINE No. B2029 PIPE CLAMP - PITCH DOWN - ELEVATION OF CLAMP IS VARIABLE: TOWARD DRAIN PROVIDE VIBRATE CUSHION DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN TYPICAL CONDENSATE DRAIN TRAP N.T.S PROVIDE 4%8" CONCRETE SUPPORT BLOCK GLUED TO PAPER CONDENSATE DRAIN PIPING 1 1/2" UNISTRUT PAPER PAD GLUED TO FINISHED ROOF, PROVIDE TWO SUPPORT 1/4"- EXPANSION BOLTS WITH 1/2" EMBED. -- CONDENSATE DRAIN SUPPORT DETAIL OF SO 101 PE 75423 I V'ONA YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS . , saran•.. •••r r• r ear• ro a ••s ran••• . ... or •r rs su•r• ° • • r •a o PROJECT: New Restaurant 9835 NE 2nd Ave Miami Shores FL 33133 MANAGMENT: # REVISIONS DATE DATE: 06/22/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: MECHANICAL MOTES & DETAILS SHEET No: N.T.S DESIGN TEAM: YC M YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH:(305)484-5596 PE: 75423 SEAL: I I I i II I II �____________- �G� I I I S I rP ` O F. F4 O� I I I it �a II %�.° i I ,�' / I I I I rnO I I ,` p1 L.Sp O I I I I I Q 2 -j l 1 I I � 5 P <7J,''•., 'y I W BAR SEATING AREA f > i I 4"0 E/AZ. 0 a 05 0-I xz,' Storage Area I / PE 75423 f I O¢ I - ¢ I 6"0 E/A WALL CAP p 14"0 / 1` / r A 14"0 14"0 A 14"0 I <n O I O `'•.. 3 /Q �9.:' 580 CFM �, 580 CFM 580 CFM 580580CFM-) KITCHEN OI �— O A I ¢ F �I ,Xz x{ wi (PROVIDECORROSIO �� '•..,/ 0 W LLI x PREP. AREA &I RESISTANT SCREEN =_.Sj� F ~ U i 00 zl fz1 1 I AT TERMINATION POI T)-.,,�NA�• ,�' Q L)I I x U— p I I I Z X '� I YAN L. SOUS - PE 75423 J Q 0 I I I W F I 1�, I NOT VALID FOR. CONSTRUCTION OR BIDDING ¢ SEATING AREA J U Z �I VNTHOUT SIGNATURE & CITY APPROVAL STAMPS W W LU w i F- E.F. 1 j Q U) C/) d v al A --------------- SD—� it—� R.T.0 600CFMIA 12"XS"® �600C� ® 12"x10 ••.a _ A 12„XS" I I\I #2 150 FM 150 FM T300 CFMCFM • . 16"0 S/A 24"0 S/A I 24"0 S/A • ... .... METAL DUCT METAL DUCT METAL DUCT METAL DUCT • s " i00,0,0s9 DUCT "Fi as •••:•• •e a• ••e•i• I II \I __�I ••eue • �e•.•. I R.T.0 r-------'I I T I 1 II `------ --- , F- I #1 R/A r_ \ : aaaee• ese•ee ••sae o ° o 0 6"� e•as••i a •••e ese•e• p 0 0 0 o o •• ee ♦•eu aea••• •Office E 1 E 1 fl •••••. • as oaui• w w W W 4' 6"0 E/A 6"0 E/A • , ; 6"0 :..•.d g A 100 CFM H D 6" E/A WALL CAP • e a • • a •ae•• e Womens Mans I Stor e (P OVIDE CORROSIO 'v SEATING AREA 'v SEATING AREA 'v ° 'k o A 4„0 'k ° 4"0 R ISTANT SCREEN 50 CF 50 CFM �________ 6"0 I A TERMINATION POI T) 14"ID O 14"0 A 14"0 A O 14"0 1 X6' " uD1; 580 CFM 580 580CFM� O 580 CFM 10"0 S/A METAL DUC 8"0 S/A 4110 O� 158110 1 03X0"— R!A MECHANICAL FLOOR PLAN SCALE: 1/4" = 1'-0" PROJECT: New Restaurant 9835 NE 2nd Ave Miami Shores FL 33133 MANAGMENT: # REVISIONS DATE /\ Rev 1 03/13/19cn DATE: 06/22/2018 DRAWN BY: Y.S.00- CHECKED BY: Y.S. SHEET TITLE: MECHANICAL PLAN SHEET No: M2.0 PACKAGED ROOFTOP A.C. UNIT SCHEDULE UNIT DESIGNATION RTU #1 RTU #2 LOCATION ROOF ROOF EER/SEER 11.0 EER 14.0 NOMINAL TONS 12.5 4.0 TOTAL AIR SUPPLY CFM 5,000 1,600 OUTSIDE AIR SUPPLY .CFM 1,050 310 z 0 EXT. STATIC PRESS. IN. OF2H 0 0.4 0.4 FAN MOTOR HP/FLA 3/4 1/ OUTSIDE AIR CALCULATION RTU # i UNIT N0. APPLICATION NET AREA ESTIMATED MAXIMUM OUTSIDE AIR TOTAL OUTSIDE AIR (CFM) TYPE SERVED OCCUPANCY CFM/PERSON MINIMUM PROVIDED R.T.U.-1 RESTAURANT 1,640 FT2 0.18 s FM/FTZ 7.5 CFM/PERSON 1,046 CFM 1,050 CFM 1,640 FT = 296 CFM 100 X 7.5 CFM/P=750 OUTSIDE AIR CALCULATION RTU #2 UNIT N0. APPLICATION NET AREA HOOD EXHAUST HOOD EXHAUST TOTAL OUTSIDE AIR (CFM) TYPE SERVED SYSTEM SYSTEM MINIMUM PROVIDED g15 CFM 915 CFM —4,575 CFM +3,660 CFM AIR DISTRIBUT[ON SCHEDULE DESIGNATION q B MANUFACTURER AIR GUIDE AIR GUIDE MODEL AND RDAS RA-0'-OB CATALOG N0. ALL ALUM. ALL ALUM. FRAME TYPE SURFACE SURFACE (CEILING) (CEILING) FUNCTION SUPPLY RETURN PATTERN SEE DRAWINGS SEE DRAWINGS OPPOSED BLADE DAMPERS SEE NOTE 4 SEE NOTE 4 REMARKS: 1. ALTERNATE MANUFACTURERS OF EQUAL QUALITY MAY BE SUBMITTED FOR APPROVAL. 2. ALL AIR DEVICES SHALL BE ALL ALUMINUM CONSTRUCTION AND FULLY GASKETTED. 3. ALL AIR DEVICES FINISHES SHALL BE PER ARCHITEC/OWNER REQUIREMENTS. 4. SUPPLY INTEGRAL O.B.D. R#2 23'—O" #2 R.T. U � 22' —0 �. #1 0 U V 1 "4 CD PIPE 1-1/4"4 CD PIPE @1/8" PER Fr. @1/8" PER Fr. o U U 1-1/4"4 CD PIPE 2"4 CD PIPE @1/8" PER Fr. ®1/8" PER Fr. CDCD— CDC CD CDC" CD 0CD " U & CD CD 0 C CDC" —CG n CD i—CD MECHANICAL ROOF PLAN SCALE: 1/4" = 1'-0" EXISTING STORM WATER GUTTER DESIGN TEAMYccm YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE:75423 SEAL: ........... O = -O PE 75423// .` oNA` YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING VNTHOUT SIGNATURE & CITY APPROVAL STAMPS i PROJECT: New Restaurant 9835 NE 2nd Ave Miami Shores FL 33133 MANAGMENT: # I REVISIONS DATE: 06/22/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: MECHANICAL ROOF PLAN DATE SHEET No: M3.0 PLUMBING GENERAL NOTES 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE MECHANICAL SYSTEM. IF WORK AS LAID OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH FIELD CONDITIONS, LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID OR PROCEEDING WITH WORK. THE ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS. COORDINATE LOCATION OF PIPEWORK WITH OTHER TRADES, PARTICULARLY WHERE PIPES RUN THROUGH STRUCTURAL ELEMENTS. PROVIDE ALL NECESSARY SLEEVES BEFORE CONCRETE IS POURED. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE, ARCHITECT/ ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE, MAKE FIELD MODIFICATION IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER EXECUTION OF THE WORK. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL, AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFLICTS, INTERFERENCE OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WRITING THE ARCHITECT/ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF CONTRACTOR. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRACTOR SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL MECHANICAL WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCE WITH OTHER TRADES. 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS, ASSOCIATION DUES, ROYALTIES AND TAXES OF WHATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAID ALL THE INSPECTION FEES AS MAY BE REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF LAWS, RULES OR ORDINANCES. 7. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. AT COMPLETION OF JOB THE MECHANICAL CONTRACTOR SHALL GIVE THE OWNER AN AS -BUILT SET OF REPRODUCIBLE DRAWINGS SHOWING THE EXACT LOCATION OF ALL INSTALLATIONS. 8. PROVIDE MEANS "FURNISH AND INSTALL". 9. AS USED HEREIN, ALL STATEMENTS RELATED TO EXISTING FIELD CONDITIONS SHALL MEAN AN EXPRESSION OF THE CONSULTAN'S PROFESSIONAL OPINION TO THE BEST OF ITS INFORMATION, KNOWLEDGE AND BELIEF, AND DOES NOT CONSTITUTE A WARRANTY OR GARANTEE BY THE CONSULTANT. THE CONTRACTOR SHALL VISUALLY INSPECT AND VERIFY ALL EXISTING FIELD CONTITIONS AS PART OF HIS/HER DUTIES AND NOTIFY THE DESIGN PROFESSIONAL, IN WRITING, OF ANY DISCREPANCIES. 10. CONTRACTOR SHALL VISIT THE SITE AND REVIEW ALL PERTINENT UTILITY DRAWINGS TO FAMILIARIZE HIMSELF WITH THE LOCATION OF ALL EXISTING AND/OR PROPOSED UTILITY STUB OUTS, PIPING, EQUIPMENT, ETC., AND MAKE DUE ALLOWANCES FOR ANY CONDITION AFFECTING HIS WORK. 11. ALL UNDERGROUND SANITARY & STORM DRAINAGE PIPING AND FITTINGS SHALL BE PVC-DWV (ASTM D-2665/D-2949). 12. ALL ABOVE GROUND SANITARY & STORM DRAINAGE BRANCH & VENT PIPES AND FITTINGS SHALL BE PVC-DWV (ASTM D-2665/D-2949), EXCEPT WHEN INSTALLED IN RETURN PLENUM, WHERE CAST IRON OR EQUIVALENT NON-COMBUSTIBLE PIPING MUST BE USED. 13. ALL UNDERGROUND WATER PIPING SHALL BE COPPER TYPE "L" (ASTM B-75). ALL ABOVE GROUND PIPING SHALL BE COPPER TYPE "M" (ASTM B-75). 14. ALL HOT WATER PRESSURE AND TEMPERATURE RELIEF PIPING SHALL BE COPPER TYPE "L" (ASTM B-75). 15. ALL AIR CONDITIONING CONDENSATE DRAINAGE PIPING SHALL BE SCH. 40 PVC (ASTM D-2665), EXCEPT WHEN INSTALLED IN RETURN AIR PLENUM WHERE COPPER TYPE "DWV" OR EQUIVALENT MUST BE USED. 16. ALL PLUMBING FIXTURES SHALL BE PROVIDED WITH ALL NECESSARY ACCESSORIES SUCH AS STOP VALVES, "P" TRAPS, SUPPORTS, P & T VALVES, ETC., AS REQUIRED. ALL EXPOSED PIPING AT FIXTURES AND EQUIPMENT SHALL BE CHROME PLATED BRASS PIPE OR TUBE. PROVIDE SHUT OFF VALVES AND UNIONS TO ALL FIXTURES, ETC., REQUIRING WATER SUPPLY. PROVIDE DIELECTRIC COUPLINGS AS REQUIRED. FOR ALL COPPER PIPING CONTRACTOR MUST USE 95/5 SOLDER. PROVIDE WATER HAMMER ARRESTORS TO EACH FIXTURE AS REQUIRED. 17. PROVIDE CLEANOUTS (WITH CHROME PLATED WALL OR FLOOR ACCESS FRAMES AND COVERS AS REQUIRED) AT THE BASE OF ALL WASTE AND/OR VENT STACKS. PROVIDE PITCH PANS & LEADS FLASHING FOR ALL SANITARY SYSTEM VENTS. 18. ALL HORIZONTAL WASTE PIPING SHALL BE SLOPPED AT 1/8 PER FOOT, UNLESS OTHERWISE NOTED. 19. FOR INSTALLATION OF ANY ROOF MOUNTED OR WALL MOUNTED EQUIPMENT REFER TO STRUCTURAL ENGINEERING DRAWINGS. 20. CONTRACTOR TO FIELD VERIFY ALL FIXTURES AND EQUIPMENT MARKED ON PLANS AS EXISTING. Z2 Note: All Mat and equipment wash down to be performed in a mop sink 0 PLUMBING SITE PLAN SCALE: 3/32" = V-0" YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE:75423 OF F(C PNL.soZ s PE 75423 ' - ;/ONA1-�`; ... YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS ...... .... PROJECT: Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE 3 ev 1/17/2019 ® ev 2/13/2019 As ev 3/18/2019 A ev 4/8/2019 DATE: 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: PLUMBING SITE PLAN P1.0 DESIGN TEAM: STAND PIPE WITH AIR G/ (INDIRECT WASTE) BAR AIR GAP SEATING AREA SEATING AREA 711 FLOOR SINK LL�� THREE COMPARTMENT SINK INDIRECT WASTE CONNECTION N.T.S. GREASE INTERCEPTOR CALCULATION 35 DFU 11.8 = 19.5 GPM DISHWASHER = 4 GPM TCITAI = 23.5 GPM PUMP OUT FREQUENCY 150 SEATS X 4 X 0.0325 = 19.5 Lbs 1,715 Lbs / 19.5 Lbs DAILY = 87.9 Days PUMP OUT EVERY 60 DAYS TO FLOOR SINK (PROVIDE AIR GAP) SEATING AREA 0 :1 HU 1j I SEATING AREA : Ej E:T0 I I LH LAVATORY TRAP SEATING AREA 4" 2" INDIRECT WASTE TO FLOOR SINK T_7 ROVIDE AIR GAP) SANITARY PLUMBING FLOOR PLAN SCALE: 1 /4" = 1'-10r' TRAP PRIMER CONNECTION JONAS HAIES CO. 27033 1/2" SLOPED TO THE FLOOR DRAII TRAP RESEAL DETAIL N.T.S. DRAIN TO "P" TRAP KITCHEN 4"-1 Office 2" INDIRECT WASTE TO FLOOR SINK (PROVIDE AIR GAP) SK DW 4"- AREA 4"- 2" INDIRECT WASTE TO FLOOR SINK (PROVIDE AIR GAP) 4"-1 Dry Storage 4 Note # 1: Solid in}erceptor and grease trap installation to be p�Bf PWm1a�r under ground, all labels and markings on the grease Interceptors and solid interceptors to remain visible during and after installation No Stored waste, including Yellow 2 and brown grease on site _ U Note #2: Mat and equipment wash -down is to be perform in the Mop Sink. -6FU Solid SAMPLING 100 GPM GREASE INTERCEPTOR. SCHIER 2 GB-250 (SEE DETAIL.) SEE PLUMBING SITE PLAN FOR CONTINUATION (SHEET P1.0) Total Occupant Summary Interior 120 Exterior 30 Total 150 u 01 PLUMBING FIXTURE CONNECTION SCHEDULE * AS PER FLORIDA PLUMBING CODE TABLE 604.4 & MDC ORDINANCE 8-14 Section 5-31 No. DESCRIPTION DRAIN WATER AIR VACUM SLOPE FU MAXIMUM WATER FLOW RATE* REMARKS COLD HOT SK SINK 1-1/2" 1/2" 1/2" — 1-1/2"@1/4"/FT 2 1.0 GPM MSK MOP SINK 3" 1/2" 1/2" 3"@1/8"/FT 3 1.0 GPM FD FLOOR DRAIN 3" 1/2" — 3"@1/8"/FT 3 PROVIDE 1/2" CW FOR TRAP RESEAL — FS FLOOR SINK 3" 1/2" 3"@1/8"/FT 3 PROVIDE CW FOR TRAP RESEEAA L L LAVATORY 1-1/2" 1/2" 1/2" — 1-1/4"@1/4"/FT 1 0.5 GPM WC WATER CLOSET 4" 1" 4"@1/8"/FT 3 1.28 GPM UR URINAL 2" 3/4" N/A 1-1/2"@1/4"IFT 2 0.5 GPM WALL HUNG VALVE -TYPE WATER CONSEVATION TYPE, LESS THAN 1.0 GPF. TCH TREATMENT CHAIR 2" 1/2" N/A 1/2" 1-1/2" 1-1/2"@1/4"/FTI 2 0.5 GPM WALL HUNG VALVE -TYPE WATER CONSEVATION TYPE, LESS THAN 1.0 GPF. PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION - — — — — — — - EXISTING SANITARY LINE V VACUUM LINE PIPE UP CW COLD WATER - EXISTING WATER LINE A COMPRESSED AIR LINE RICO CLEANOUT HW HOT WATER -- - VENT LINE Q WATER HAMMER ARRESTER FLOOR DRAIN FW FILTERED WATER SANITARY LINE GATE VALVE - WATER CLOSET DRAIN A COMPRESSED AIR GW GREASE WASTE —c-Nt-D-- BACKFLOW PREVENTER J P-TRAP HW HOT WATER - COLD WATER LINE --i$f- GAS COCK VALVE & BALANCING (;b NEW CONNECTION EXIST. EXISTING -- HOT WATER LINE HOSEVALVE ( IN RECESSED METAL AAV AIR ADMITTANCE VALVE MIN. MINIMUM — —FW- - FILTERED WATER LINE D PfW DOWN FU FIXTURE UNIT TYP. TYPICAL YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 /ONA\�r YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS PROJECT Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE 0 ev 1/17/2019 4a ev 2/13/2019 ev 3/18/2019 © ev 4/8/2019 DATE: 11110/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: P20® PLAN FOR CONTINUATION (SHEET P1.0) SANITARY PLUMBING ISOMETRIC DIAGRAM N.T.S. YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE:75423 W..- YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRU.TION OR BIDDING WITHOUT SIGNATURE & Cll Y APHROVAL �TAM"S Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave #204 Miami FL 33137 MANAGMENT: REVISIONS DATE: 11 /10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SANITARY PLUMBING ISOMETRIC DIAGRAM P2.1 UNION (TYP) RELIEF VALVE AIR GAP AS REQUIRED BY CODE 1/2" P&T RELIEF PIPE TO OUTSIDE BUILDING TERMINATE 6" ABOVE GRADE 3/4" HOT WATER PIPE GASINSTANT WATER HEATER S.O.V. (TYP) GAS PIPE 3/4" COLD WATER PIPE GIWH-1: GAS INSTANT WATER HEATER "Rinnai" (OR APPROVED EQUIVALENT) MODEL NO. RUR98e, NATURAL GAS INPUT (MIN. 10,300 BTU & MAX. 199,000 BTU), 120V, 1.3A 1/60, FLOW RATE 7.5 GPM @ 70°F RISE, 5 YEAR WARRANTY. ENERGY FACTOR 0.59, DIMENSIONS 23" (HEIGHT) x. 14" (WIDTH) X 9" (DEPTH), (U.L LISTED). NOTES: A. CONTRACTOR TO VERIFY MANUFACTURER SPECIFICATIONS. B. DO NOT INSTALL THIS TANKLESS: - UNDER AN OVERHANG LESS THAN 3 FEET FROM ITS TOP OR EAVES. - WHERE WATER, DEBRIS OR FLAMMABLE VAPORS MAY GET INTO THE FLUE TERMINAL. -A PIT OR LOCATION WHERE GAS AND WATER CAN ACCUMULATE. C. DO NOT INSTALL THE TANKLESS VENT TERMINATOR WITHIN 4 FT OF ANY AIR INTAKE OR BUILDING OPENING. D. DO NOT HAVE THE VENT TERMINAL POINTING TOWARD ANY OPENING INTO A BUILDING. GAS TANKLESS WATER HEATER PIPING F_)IAGFRAM N.T.S. E I- METER L-- SERVICE MATERIALS ITEM QUANT DESCRIPTION 1 1 1" BACKFLOW PREVENTER ASSEM 2* 2 1" X NOM NIPPLES -BRASS OR COPPER 3 2 1" X 90% ELBOWS -BRASS OR COPPER 4 2 1" X VARIES RISER -BRASS OR COPPER 5 * PEA GRAVEL 6 * PLASTIC LINER 3LY STANDARD DOUBLE CHECK OR REDUCED PRESSURE BACKFLOW PREVENTER DETAIL N.T.S. NOTES: INSTALLATION ISHOWSN ABOVECIIS FOR AE1 1/2 SERVICE. SERVICELLATION CHANGE PIPING MATERIALS ACCORDINGLY FOR SERVICE SIZE kTER RIPE )LUMBING SITE :ONTINUATION (SHEET P1.0) PLUMBING FIXTURE CONNECTION SCHEDULE * AS PER FLORIDA PLUMBING CODE TABLE 604.4 & MDC ORDINANCE 8-14 Section B-31 No. DESCRIPTION DRAIN WATER AIR VACUM SLOPE FU MAXIMUM WATER FLOW RATE* REMARKS COLD HOT SK SINK 1-1/2" 1/2" 1/2" 1-1/2"@1/4"/FT 2 1.0 GPM MSK MOP SINK 3" 1/2" 1/2" 3"@1/8"/FT 3 1.0 GPM FD FLOOR DRAIN 3" 1/2" 3"@1/8"/FT 3 PROVIDE 1/2" CW FOR TRAP RESEAL — FS FLOOR SINK 3" 1/2" — 3"@1/8"/FT 3 PROVIDE 1/2" CW FOR TRAP RESEAL L LAVATORY 1-1/2" 1/2" 1/2" — 1-1/4"@1/4"/FT 1 0.5 GPM WC WATER CLOSET 4" 1" 4"@1/8"/FT 3 1.28 GPM UR URINAL 2" 3/4" N/A — 1-1/2"@1/4"/FT 2 0.5 GPM WALL HUNG VALVE -TYPE WATER CONSEVATION TYPE, LESS THAN 1.0 GPF. TCH TREATMENT CHAIR 2" 1/2" N/A 1/2" 1-1/2" 1-1/2"@1/4"/F 2 0.5 GPM WALL HUNG VALVE -TYPE WATER CONSEVATION TYPE, LESS THAN 1.0 GPF. PLUMBING SYMBOL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION - EXISTING SANITARY LINE V VACUUM LINE 0 PIPE UP CW COLD WATER - EXISTING WATER LINE ] CAPPED WATER LINE --RICO CLEANOUT HW HOT WATER - - - - - - - - VENT LINE WATER HAMMER ARRESTER FLOOR DRAIN HWR HOT WATER RECIRCULA SANITARY LINE GATE VALVE 0 WATER CLOSET DRAIN A COMPRESSED AIR GW GREASE WASTE BACKFLOW PREVENTER P-TRAP HW HOT WATER - COLD WATER LINE '�l GAS COCK VALVE & BALANCING NEW CONNECTION EXIST. EXISTING -- HOT WATER LINE - -cam• HOSEEBIBB ( IN RECESSED METAL AAV AIR ADMITTANCE VALVE MIN. MINIMUM ---- HOT WATER RECIRCULATIN LINE D PfW DOWN FU FIXTURE UNIT TYP. TYPICAL ME YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14246 S.W. 21 ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 O F FC C S 0�7s PE 7542 �/ONA�- YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS mea• • e Y YIYJ3B 9 • i e • 9 89 8 p gp PROJECT Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE ziev 1/1712019 ev 2/13/2019 DATE: 11 /10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: WATER PLUMBING SHEET No: FLOOR PLAN qua V Y 3/4"0 CW !� 1/2" HW & 112'. HWR 3/4"0 CW 1/2" HW IN WALL :\\ I' 3/4"0 CW &/ IN WALL_\ DW \\ � SK BAR SK 314"0 CW &—` 1/2" HW IN WALL I ICE 1-1/4"0 CW & 3/4" HW SK IN WALL 1/2"0 CW IN WALL L DW �I I Womens WC I' 3/4"0 CW & ` 112" HW 1N WALL WC ` Mens WATER PLUMBING ISOMETRIC DIAGRAM N.T.S. SERVICE PIPE SEE PLUMBING SITE PLAN FOR CONTINUATION (SHEET P1.0) YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI. FL 33175 PH: (305) 484-5596 PE: 75423 O F F(O�,i PNL.S0�:,� PE 75423 cif''/0...........••• G� �' '.S W- YAN L. SOLIS , PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WTHOUT SIGNATURE & CITY APPROVAL STAMPS i =di111xe]1 Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE 3 ev 1/17/2019 ® ((Rev 2/13/2019 DATE: 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: WATER PLUMBING ISOMETRIC DIAGRAM P3A TEAM: C 51RiniF1 VAI1UT TRENCH DRAIN REFER' TO FLOOR PLAN FOR SIZE AND TYPE. ((TYPICAL) 1/2" TRAP PRIM C01104ECTION ON TAILPIECE (TYPICAL) 10 TW P RI ECG- 4ICILI : CHIEF "FRIME 'ERFECT" OR aPPROVED E :IAL ISTRIBUTION UIIIT JOUX, CHIEF SLITTER lla E:IU L I2-4 O'IENII+ INIT A� REWIRED 12m TYPE °"I£" SOFT TOPPER WIPING Tl LOOR DRAINS. FINISHED FLOOR 1 /2" TYPE OK- CO PER„ BURIED WASTE PIPIICC REFER TO, FLOOR FLAN FOR TYPICAL SIZES, TR A �1 Q1 �t"�p9 E M I T E t!�'I� T DET14\1L SCALE Construction Notes: 1- Grease trap sampling port shall be accessible at all the times without having to remove any vehicles without standing water on ground surface with a minimun of 36 inches horizontal crearance from any wall, parked vehicles. Grease trap is not located in a parking area. 2- Grease interceptor shall be accessible at all the times so as to allow for maintenance and cleaning without impediments. 0 I® WALL 1`11141 H GRADE FXT M91CIN SAME BRIE ASE�',Ih IiCE OF WALL, CLEAN -OUT TEE 8011. OR WA9 rr r - * - a LEANIOUT TYPICAL a.. CLEANOUT DE7ALS THREADED CLEANOUT PLUG a URADE 4-0l l ' --4CLEANOUT CAT' INCH U OO STRUCTERED DEPTH t' CLEARANCE INSTALLATIGN-; 1—MINIMUM 24" irHORIZONTAL CLEARANCE FROM ANY IAAL FIRED EQUIPMENT OR STDRED MATERIALS( EQUIPMEN-r 2—VINIYUM 49' (W:RT1CA CLEARANC'EE FROM ,ANY FIXLD EWIPMENT OR aT.r]RE:13 MATERIALS/ EDUP PENT) GREASE SAMPLING PORT -DETAIL vea area Inlet Pipe Back filled Area with Sutable Material Grease Trap and Solid Interceptor Typical Underground Details (N.T.S) N [Outlet Pipe —> Back filled Area with Sutable Material k Grease interceptor Calculation YcM Engineering Per Florida Plumbing Cade .Section 1003.3.4, In Concepts MCorp accordance with PDI G101 Sec 8.3.1 Sizing Method 305- 84-5596 i Based an Pipe Diameter and Slope Table. I Step 1. Minimum Slope ' Pipe Size GPM Flow Per FPC iL 1 minute Drain 1fSt' per -Ft 4tl Reef 275 Step 2. PIOF Seats x Turns x MPD x GIDIAM0.F - Gr p ICa �aci Number of Turns Per aductian POF in Grease Capacity Seats Seat Meals Per Dray Per Meal Days Needed in Lbs. Description 130 5 550 0.0455 50 1775 In Door Eating 30 5 1500.0455 50 410 Out Door- Eating 25 0.0455 00 68 Take out Total Grease Capacity Needed 2252 Use Schier Grease � Grease Capacity SCHIER Interceptor below Model City GPM in Lbs. A;SME A112.1 .4 G13,25 ,99% 2 10 59 Drain Schedule Symbol Description MFR & Model FD Floor Drain Josam, 32100-81 W/Sediment Bucket and Trap Primer area Note # l: Solid interceptor and grease trap installation to be underground, all labels and markings on the grease interceptors and solid interceptors to remain visible during and after installation No Stored waste, including Yellow and brown grease on site FOG 2.0 RER-IDERM Hydromechanical FOG Control Device fH-FCD( Required Information Tank No. 1 Tank No.2 Tank No.3 Tank No.4 Capacity (gpm) I Eit"%r'M I En f P . FOG Load Capacity jlbs) at 99% Efficiency 1- c6 0 a-,> 472 r' i Manufacturer1— nrrr�t�S 'y�ov u-c+t•� Model No. 6(0 -12-r�tl 6qE5 3rd Party Certifier(i.e., PDI, CSA, ASME) ,t,, t4V-- A., Interceptor Monitoring Alarm Model No. "VA ry Interceptor Monitoring Device Model No. /djfo Solid Separator Make and Model 11-561 A LLM e4o-PAY,-. upoa[ea: 4/zb/tulb DERM's FOG Control Device (FCD) Installation Inspection Required Prior to Plumbing Final for all Municipal projects. 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, MDC Code. To schedule DERM's FCD Installation Inspection for Municipal projects please send an email to iFOG2@miamidade.i;ov, 24 hours prior to desired date, Provide BERM plans process M-number, complete address of the site, folio number, and contact person name and phone number. Notes, Details and Calculations YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 OF F-2 RPAL Sa7jJ` W YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS i Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner: 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 # REVISIONS DATE 3 ev 1/17/2019 4 ev 2/13/2019 DATE: 11/1012018 DRAWN BY: Y.S. CHECKED BY: Y.S. HEET TITLE: No: P3.2 DESIGN TEAM: .0 L SPECIFICATIONS 1. 4" inletloutlet Sch. 40. Plain End(No-Hub) 2. Liquid capacity: 125 Gallons 3. Solids capacity: 70 Gallons 4. Unit weight w/std. covers: 130 lbs. 5. H2O rated pickable cast iron cover, 16,000 Ibs load. 6. Maximum operating temperature 140 °F continuous. NOTES 1. For gravity drainage applications only. Do not use for pressure applications. 2. 3/8" thick seamless high density polyethylene tank. 3. Unit supplied with built-in adapter for up to 3" of adjustability. Additional riser(s) available for deeper burial depth. 4. Cover placement allows full access to tank for proper maintenance. 5. Designed narrow footprint allows clearance through doorways and down stairwells. 6. Diffuser is removable to inspect or clean piping. 7. For on the -floor or buried applications. ENGINEER SPECIFICATION GUIDE Striem SettlerT"" Catch Basin model CB-125-SFL shall be lifetime guaranteed and made in USA of seamless, rotationally -molded High Density Polyethylene with a minimum 3/8" uniform wall thickness. Catch Basin shall be furnished for below grade installation with a H2O rated pickable cast iron cover with 16,000 lb load capacity. Catch Basin shall be provided with outlet and inlet connection. OPTIONS ❑ 6P - 6" Plain End SCHAO Inlet / Outlet ❑ CC24 - Integral Membrane Clamping Collar Kit ❑ AK7 - High Water Anchor Kit ON_ -CA TCELLS ORDER IS NON-RETURNABL Signature of Approval: Company: Date of Approval: Specifying Engineer: Engineering Firm: PROPRIETARY AND CONFIDENTIAL MEINf qi ON CONigINEO NiH50PFWM65THIWLEPROPEPTYOFSIPIEM LLC qNV REPRODUCTION N PP 7ORAS q 'HRE W THOVT THE WRITTEN PERM ES ON OESTR EM LLC 5 RECHNI - 1... _ °j FLOW TOP VIEW Open top Inlet/Outlet Adiustable Tie -down p for ancho :tural SECTION "A -A" OUTLET END VIEW MODEL NUMBER: CB-125-SFL DESCRIPTION: Striem ST R I E I" MI SETTLER SERIES 125 GALLON LIQUID STORAGE 3100 Brinkerhoff CAPACITY POLYETHYLENE CATCH BASIN WITH Kansas Clfy, KS 66115 500 Fax H2O RATED PICKABLE CAST IRON COVER Tel: 913-222.100 : 913.291.0457 WWW.Striemco.com - ,DWG BY: MJ DATE: 8/31/18 REV: 0 :ECO: Made in the U.S.A - i s ED J r I �_OFf� c i silly NNE m I A • M IW Y D PE 'his unit is certified toASME A112.14.3 (Type C) and GSAB481.1 andincludes qW.2 an internal flow control. External flow controal with vast notrequired �/ \ �''`/ ��iLJ �rilnnil o ucol loa dCvg%ktI indoor/outdoor ❑ 4' MPT inlet/outlet F11I Cpwa G3oaocv-- LPsRIftlfffit"BOODffi above/below, grade ❑ W IDIain end'onlet/outlet ❑ q GIJI (x2)5 H - 23 1OO GPM (6 3 Us) /1,076 Ibs. (488 kg) ❑6°MPT inlet/outlet(stainless steel) ❑LE1b(x2)>23"-38° 60! Fixed Outlet (straight through g only) El �Q2x4 (x4) >.38° -43' Uri (NnVj¢nly. 276 gal. (1,041 L) ❑ C(&gliape H2O load rated pickable ❑ %IRg4 (x2) + dG?g4 (x2) >43"-58" UMo6ygfarso2301bs.(104.3kg) cast iron Covers - 16,000 lbs. ❑LC224(x4)>58'-72' Z�onrrriogllsnge 4" (100 mm) plain end In)et/outlet ❑ ILC S& integral membrane clamping U-:gw%m bolted gas/water tight composite with collar kit 16,000 lb. load rating ❑ GFT_ High Water Anchor Kit ❑ FDDTo Pumpout Port Signature: Date: 0ompary: Specifying Engineer: EnIiineering Firm: C1M(`n,t'1�DU;o� G�crLs(; o G9a 100 GPM Polyethylene Grease Interceptor `E�)JGG�d 4�h°,off rl �J �%jJ LJ LJ \� DYiJ/,r,e B. Karrer DG17C, 9/EB/2018 C3C LEryq ®man ioo ftm91 LM nsandA>RLtp, n farm I VAft ,Ir4too rrvm, .Mva+¢iiD,e 9�n:¢:a.�aRru �+r�miD roSIEI¢201vaisrusIn ADD FAIIII 6°3c�cauc.�dl -3s4ret VIP B-250 and C13-125-SFL Uetails For Reference Only _z rr - a - � P rr .,. Ir _ Installaticr I`" MI �I IlatiDn comporel Q.e +.. =ai^its _ :✓er140°esp mtea•ca;- - - >--..nt;cnassembly mustte - - ! I!water swore to ins', �--! Intended../l4J F4J e Fwill weaken n or defo- <'ageflrtures ':terceptors and plumber it cc .: erodet, l> -: _:+ rentlualfailure,. local codes. 'v - if FF s I T. mu l�I- - - 7 sin IJ S r -_" �- rlowlnIt c^ I I to avor.' - Htc ofWater ,an similar b-dre i. rlibb-r installing a - " r -tri^ car,p's e, i florerr • - -- .-:.:» for _. __LII)j I I on the<_: __ - II Ili 'W.J guderce - - Illi❑�i� httphxwebt- - _ -s df - fl � o:ufl9 S r,7 p�armrres %ail IN r�rh-------------- - �`,e eonarete floor o - L -'- L I II ? - '. r'IF . 91n upv ar -..:'t+ II III II it lie III lie P' 1 coo ,rt l II - _. I� IF hydmstatir cr i:e I Unit bass- for • '.-1s III III I II III deslgnr n e.�,:- rr' - - I�I �.—dl��' weightrf+ s p SIJppGrt I _ - II II I waterIJ ht �onerete vaull metal U - _ ,re tat n,3i mo,]S oo et w T �G'�' G9Q Vhzs t. 4" plain end inlet/outlet 2 Unitwelght w/compoeltecovers: 230lbs., w/Cast Iron cove. s: 340 Ibs (For wsi weight add 229016 ) ' Maximum operating temperature: 14rJD F continuous 0 Capacities Liquid: 275 gal., 0100 GPM - Grease: 1 076lbs. Solids 105 gal. F. Built-in Flow control. For seress installations, only install flow control on the first unit in the series if necessary. (ae For gravity drainage applications only. 77, Do not use for pressure applications. ( Cover placement allows full access to tank for proper maintenance. S. Vent not required unless per local code. t@) Engineered inlet and outlet diffusers with inspection. ports are removable to inspect/ clean piping. Forseries installations, the top of the inlet diffuser on the first unit in the series must be sealed. tt Integral air relief/Anti-siphon/ Sampling access. ML fixed outlet models (-FO) have outlet permanently welded at the factory in the traight-through (B) position, DD ff"EMBUilG2 U1f�.��r GIjJ iffj!5 �C"i% P Th. Inlet diffuser sp3Pts influent Into three paths, creating laminar flow and utilizing the entire liquid volume of the tank for efficient grease separation. The Cal ibratedo - pen ngs greatly red Lice effluent burbulance. The effluent enters the main chamberwithout disturbing the existing grease or sediment layers. The integral air relief/ anti -siphon in the top of the outlet diffuser allows pressure stablization within the unit during operation. The bottom of the outlet diffuser allows only effluent which is free of grease to exit the tank. It ran easily be attached to any of the three outlets provided to asejob site piping layouts. LEECIE[I ECJSG[SC'9KI T iP9P�MYnT .Schier Great Basinr" grease interceptor model # GB-250 shall be lifetime guaranteed and made in USA of seamless, rotationally -molded polyethylene. Inter -�ertcr shall be furnished for above or below :--stallation. Interceptor shall be certified to 1`.2.14 3 (type 0) and CSA B481.1, with field ad Fc rtsar system, built-in flow control, built -In t9- '-hn „Outletoptions.Interceptorflow rs 'J 3FM Interceptor grease capacity Cover shall prov€de,water/gas-tight -- , :!Irnl..m 1*^_0001bs. load capacity. IT v interceptors are thi ,ire, - 1rbyIAPMOto .ASlvilz xe-!_-Prcepior e'-c"" - _ ",,r grease J rl Highway traffic load rated bolted gas/water t.ght i 16, composite cov '16 C00Ibs) OutletA (optional) II I Inlet Out let 33-1/2' ( (standard) r % — Outlet C (optional) VUC'"VNCUf' 66' 7-1/2'T 9 24-1/2' Tr P 13-1/2° Imo- Integral (� air-relA f/ _ anti siphon C of Inlet S outlet 51-U2' Static water line--J 38" Engineered! Piet 35-3/4' O and outlet diffuser Invert wMspection port I I Adjustable adapters with up to 3-V2'of adjustabllity Tie down pointfor anchor kit C ss cg `', vn�,o I ow ��P PSe2 7a Lw�onoc� 2 2�52 3 3,228 4 1 4,304 6 5,380 6 9,456 8 7,5` 2 e,9p8 IH � � - MODELDLd9rU/=lLot G°+�., Co �S.rZ"G�u00=9100rFAFafyethylerieGreaseInteresptor 22 rick ., CCQCL'1JsJG�'.�rJJ��`'il.`]SPI�[�a� ' G one = rG3[9/. 1's flrr94L'71,aLRT )L73�3 p'pC°'-001 C2 CG"ir: B. terror DG°�4LE,9/2 r2016 D[I €rrC Nas,AaDmTCA I acrv41is, C>s ItifffT 1740eto ZL at o 9 rrC 1 We 'R.TAlE:wM 1,14HE 'szsWr; �.rr ial"r�'41Cuti r3Ar4ftN.1I ftOo¢•f??�s��9 �03Cst}3s YAN L. SOLIS, P.E. ELECTRICAL ENGINEER 14245 S.W. 21ST TERRACE MIAMI, FL 33175 PH: (305) 484-5596 PE: 75423 SEAL: OF,Fko �P•'' L. So • 4 .. s W YAN L. SOLIS - PE 75423 NOT VALID FOR CONSTRUCTION OR BIDDING WITHOUT SIGNATURE & CITY APPROVAL STAMPS PROJECT Sins Gastrobar Restaurant 9835 NE 2nd Ave Miami Shores FL 33138 Owner- 9801 Park LLC 4141 NE 2nd Ave # 204 Miami FL 33137 MANAGMENT: # REVISIONS DATE 1 Rev i� 11/25/2018 DATE : 11/10/2018 DRAWN BY: Y.S. CHECKED BY: Y.S. SHEET TITLE: SHEET No: ••••• IN :8.11• e•1• e.e D DESIGN TEAM: /2A G I ,_ ,3/4" �3/4„ I CO C7 13/4" I C7 314„ 3!4" GAS PIPE FOR 24" 0 BURNER #1 (100,000 BTU/H) GAS PIPE FOR 24" BURNER #2 (100,000 BTU/H) 3/4" GAS PIPE FOR FRYER (50,000 BTU/H) GAS TANK ^ SECURE GAS TANK TO RESIST HURRICANE WIND FORCE BY WRAPPING WITH,1/8' STEEL CABLE AND FASTENING TO CONCRETE WALL TO COMPLY WITH FMC 3031.13 1 1/2' LONG °HELTI" POWER ACTIVATED PIN INTO CONCRETE WALL (TYP. OF 4) l4" CONCRETE SLAB TEMP GAS TANK INSTALLATION DETAIL N.T.9 NOTES: - 1. INSTALL GAS TANK UNIT EITHER ABOVE THE BASE FLOOD ELEVATION LEVEL 2. INSTALLATION MUST MEET MINIMUM OF 175 MPH WIND LOADING. MIN. REQUIREMENTS ARE HERBY INDICATED HOWEVER BASED ON ACTUAL EQUIPMENT INSTALLED EPA (EFFECTIVE PROJECTED AREA) ADDITIONAL SECURING SHALL BE PROVIDED PER FLORIDA BUILDING CODE (2017). TEMPORARY200 GALLON ABOVE GROUND PROPANE GAS TANK NOTE TEMPORARY GAS TANK TO BE REMOVED AFTER COMPLETION OF TECO GAS INSTALLATION 1-1/2" 1-1/2„ 3/4" GAS FOR TANKLESS WATER HEATER #2 (199.000 BTUM) TEE FITTING WITH CAP FOR PRESSURE MEASURING AND SEDIMENT TRAP.(TYP.) NOTE: LOW PRESSURE GAS PIPE LONGEST=140'-6" -- 773,000 BTUM GAS PIPING NOTES 1. PIPING MATERIAL SHALL BE (ASTM A53) TREATED SCHEDULE 40 BLACK STEEL WITH MALLEABLE IRON FITTINGS (ANSI B16.3, A19.7), SIZED PER FBC, FG TABLE FG402.4(28). 2. INSTALL GAS PIPING IN ACCORDANCE WITH NFPA 58 AND TEST WITH PRESSURES AND TEST DURATIONS ACCORDING TO NFPA 54. 3. APPLIANCES SHALL BE LISTED AND LABELED AS PER FBC-FG-CH 301.3. FIRST STAGE LOW PRESSURE REGULATOR U.L. GAS COCK VALVE (TYP) Gas Isometric Diagram SEAL: jT10G[eil�T42!kA SHEET TITLE: SHEET No: 4- 1 Cry MIAMI-DADE FIRE Ee Process No:� Municipal Insp No: Project Name: Address: q �-, J3 Jc t,t'! la e lRevisinn P ocess No: Div Ap proved Disapp Not Applicable Y µ 6aawo�i�"G�I�0001073691 IQ 9 0