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HomeMy WebLinkAbout343 Monroe Rd (A) 17-230BUILDING #3 FLEX SPACE — T +�...:1..._ 22,000 SQ.FT. WFS P.U.C. 4" INCOMING FIRE LINE (BY OTHERS) BUILDING #5 FLEX SPACE ±22,000 SQ.FT. WFIJ P.O.C. 4" INCOMING FIRE LINE (BY OTHERS) r. _ ....... ..... I WALL-MOUNTr uc1 4 Lc -)WALL -MOUNT I I --t- I (1 155 FT.) _ FDC (BY WFS) 185 Ff.) I UG1J T r r r rl WFS P.O.C. _ - FIRE HYDRANT---- WFS P.O.C. � » FIRE HYDRANT GATE VAIVE TYP. 4 INCOMING /� ( 4 INCOMING BY OTHERS BY OTHERS __.__.. ( ) - FIRE LINE DR , BR FIRE LINE __-- ----- BY OTHER, / ,; BY OTHERS) 1195 FT.) w BUILDING #2 I—_ BUILDING #4 FLEX SPACE —_ -- _1_. x_i FLEX SPACE _._ _23,500 SQ.FT. I __.. I i m ,---._._ _ �::: ±23,500 SQ.FT. j. I I i II FREESTANDING FDC WITHIN 100 FT. OF HYDRANT - (BY WFS) 4 (±195 FT.) ............. —F J SPECIAL NOTE REGARDING M.I.C.: WIGINTON DOES NOT WARRANT THE WATER SUPPLY TO BE FREE OF ANY CONTAMINANTS (MICROSCOPIC OR OTHERWISE) THAT MAY LEAD TO THE DEVELOPMENT OF MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). OWNER IS ADVISED TO CONTACT THE WATER PURVEYOR TO REVEAL EVIDENCE OF HISTORY OF MIC DEVELOPMENT IN SYSTEMS SUPPLIED BY THE PURVEYOR. WHETHER OR NOT SUCH STUDY IS PERFORMED, WIGINTON DOES NOT WARRANT MATERIALS FROM UECERIORAiION CAUSED FROM CORROSIVE CONDITIONS, AND DOES NOT ACCEPT ANY LIABILITY FOR THE EFFECTS OF MIC ON THE DURABILITY OR PERFORMANCE OF THE FIRE PROTECTION SYSTEM(S) PRESENT OR FUTURE. OWNER MUST MAINTAIN THEIR FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH NFPA CRITERIA. NOTICE: IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER/ MANAGER TO PROVIDE THE REQUIRED INSPECTION, TESTING, AND MAINTENANCE OF THIS FIRE PROTF_CTION SYSTEM AND RF_I_ATFD EQUIPMENT ACCORDING TO THF LATEST EDITION OF NFPA 25 AND ALL GOVERNING CODES AND ORDINANCES. POINT OF SERVICE NEW 8" DOUBLE CHECK DETECTOR ASSEMBLY (BY OTHERS) SCOPE OF WORK: i I _ T�u.uLIT.! i ... z :mJ ; I _ o Z DOMESTIC WATER SERVICE i I 1LL� THE SCOPE OF WORK FOR THIS PROJECT INCLUDES THE INSTALLATION OF (5) NEW WET PIPE FIRE SPRINKLER SYSTEMS WITHIN A NEW 161,574 SQ.FT. TOTAL STORAGE BUILDING. 6,000 SQ.FT. OF THIS BUILDING WILL BE A TWO-STORY OFFICE AREA. THIS BUILDING WILL BE OF NONCOMBUSTIBLE, STEEL PURLIN CONSTRUCTION WITH AN EXPOSED STRUCTURE IN STORAGE AREAS AND LIN DROP E O CEILINGS GS IN OFFICE AREASNLE NOTED U SS OED OTHERWISE ON THESE PLANS. THE SECOND F�JJ OFFICE FRAMING WILL BE OF NONCOMBUSTIBLE,COMBUSTIBL=, STEEL JOIST AND BEAM CONSTRUCTION WITH NO COMBUSTIBLE CONCEALED SPACES (SEE CROSS SECTIONS SHEET FP -10 AND FP -11 Sr_ EL P RLIN CONSTRUCTION ION IS CONSIDERED OBSTRUCTED CONSTRUSIJ N AND ALL DESIGN N AND INSTALLATION GUIDELINES OUTLINED NFPA 13, 2010 EDITION SHALL BE FOLLOWED. WFS WILL BEGIN WORK WITHIN THE FIRE RISER ROOM 1'-0" ABOVE FINISH FLOOR AT A PROPERLY INSTALLED, FLUSHED, AND TESTED 8" FLANGED SPIGOT THAT IS LEVEL TO THE FINISH FLOOR AND "TWO -HOLED" TO ADJACENT EXTERIOR WALLS. A NEW ELECTRIC, VERTICAL IN-LINE FIRE PUMP RATED 1,250 GPM AT 110 PSI WILL BE INSTALLED AT THIS LOCATION TO SUPPLY THE (5) NEW WET PIPE FIRE SPRINKLER SYSTEMS. WFS WILL INSTALL A NEW 4" x 2-1/2" x 2-1/2" FREE-STANDING FIRE DEPARTMENT CONNECTION AND APPROXIMATELY 200 FT. OF ASSOCIATED UNDERGROUND PIPE AND APPURTENANCES UNDER A SEPARATE PERMIT. NO INTERIOR HOSE PROTECTION HAS BEEN INCLUDED WITHIN THIS SCOPE OF WORK. NO ADDITIONAL UNDERGROUND HAS BEEN INCLUDED WITHIN THIS SCOPE OF WORK. BACKFLOW PREVENTION IS BY OTHERS AND IS INDICATED AT THE STREET (SEE SITE UJF$ REVIEW AS -BUILT INSTALLATION FABRICATION - —TRADE PERMIT BLDG. PERMIT DATE RELEAB@D FOR: BY SYSTEM DEMAND INFORMATION DESIGN AREA DENSI fY/AREA FIRE PROTECTION PLANS SHEET INDEX SHEET NO. P51 REOD 1103EGI ADDS[ B1 S 1 RAI SHEET DESCRIPTION 12 FP -1 FIRE PROTECTION SITE PLAN B15IRA2 .10GPM/98030.FT. FP -2 SYSTEM 1 FIRE SPRINKLER PLAN — EAST FP -3 SYSTEM 1 FIRE SPRINKLER PLAN — WEST FP -4 SYSTEM 2 FIRE SPRINKLER PLAN — EAST FP —5 T_M SYSTEM 2 FIRE SPRINKLER PLAN WEST FP -6 SYSTEM 3 FIRE SPRINKLER PLAN 5 FP—/ OR _S YSl_M 4 FIRE SPRINKLER PLAN - EAST T FP -8 SYSTEM 4 FIRE SPRINKLER PIAN — WEST FP -9 SYSTEM 5 FIRE SPRINKLER PLAN FP --10 _ SYSTEM 6 OFFICES FIRE SPRINKLER <J PIIAN`S FP -11 �rn SYSTEM 6 OFFICES CEILING PLANS SPECIAL NOTE REGARDING M.I.C.: WIGINTON DOES NOT WARRANT THE WATER SUPPLY TO BE FREE OF ANY CONTAMINANTS (MICROSCOPIC OR OTHERWISE) THAT MAY LEAD TO THE DEVELOPMENT OF MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). OWNER IS ADVISED TO CONTACT THE WATER PURVEYOR TO REVEAL EVIDENCE OF HISTORY OF MIC DEVELOPMENT IN SYSTEMS SUPPLIED BY THE PURVEYOR. WHETHER OR NOT SUCH STUDY IS PERFORMED, WIGINTON DOES NOT WARRANT MATERIALS FROM UECERIORAiION CAUSED FROM CORROSIVE CONDITIONS, AND DOES NOT ACCEPT ANY LIABILITY FOR THE EFFECTS OF MIC ON THE DURABILITY OR PERFORMANCE OF THE FIRE PROTECTION SYSTEM(S) PRESENT OR FUTURE. OWNER MUST MAINTAIN THEIR FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH NFPA CRITERIA. NOTICE: IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER/ MANAGER TO PROVIDE THE REQUIRED INSPECTION, TESTING, AND MAINTENANCE OF THIS FIRE PROTF_CTION SYSTEM AND RF_I_ATFD EQUIPMENT ACCORDING TO THF LATEST EDITION OF NFPA 25 AND ALL GOVERNING CODES AND ORDINANCES. POINT OF SERVICE NEW 8" DOUBLE CHECK DETECTOR ASSEMBLY (BY OTHERS) SCOPE OF WORK: i I _ T�u.uLIT.! i ... z :mJ ; I _ o Z DOMESTIC WATER SERVICE i I 1LL� THE SCOPE OF WORK FOR THIS PROJECT INCLUDES THE INSTALLATION OF (5) NEW WET PIPE FIRE SPRINKLER SYSTEMS WITHIN A NEW 161,574 SQ.FT. TOTAL STORAGE BUILDING. 6,000 SQ.FT. OF THIS BUILDING WILL BE A TWO-STORY OFFICE AREA. THIS BUILDING WILL BE OF NONCOMBUSTIBLE, STEEL PURLIN CONSTRUCTION WITH AN EXPOSED STRUCTURE IN STORAGE AREAS AND LIN DROP E O CEILINGS GS IN OFFICE AREASNLE NOTED U SS OED OTHERWISE ON THESE PLANS. THE SECOND F�JJ OFFICE FRAMING WILL BE OF NONCOMBUSTIBLE,COMBUSTIBL=, STEEL JOIST AND BEAM CONSTRUCTION WITH NO COMBUSTIBLE CONCEALED SPACES (SEE CROSS SECTIONS SHEET FP -10 AND FP -11 Sr_ EL P RLIN CONSTRUCTION ION IS CONSIDERED OBSTRUCTED CONSTRUSIJ N AND ALL DESIGN N AND INSTALLATION GUIDELINES OUTLINED NFPA 13, 2010 EDITION SHALL BE FOLLOWED. WFS WILL BEGIN WORK WITHIN THE FIRE RISER ROOM 1'-0" ABOVE FINISH FLOOR AT A PROPERLY INSTALLED, FLUSHED, AND TESTED 8" FLANGED SPIGOT THAT IS LEVEL TO THE FINISH FLOOR AND "TWO -HOLED" TO ADJACENT EXTERIOR WALLS. A NEW ELECTRIC, VERTICAL IN-LINE FIRE PUMP RATED 1,250 GPM AT 110 PSI WILL BE INSTALLED AT THIS LOCATION TO SUPPLY THE (5) NEW WET PIPE FIRE SPRINKLER SYSTEMS. WFS WILL INSTALL A NEW 4" x 2-1/2" x 2-1/2" FREE-STANDING FIRE DEPARTMENT CONNECTION AND APPROXIMATELY 200 FT. OF ASSOCIATED UNDERGROUND PIPE AND APPURTENANCES UNDER A SEPARATE PERMIT. NO INTERIOR HOSE PROTECTION HAS BEEN INCLUDED WITHIN THIS SCOPE OF WORK. NO ADDITIONAL UNDERGROUND HAS BEEN INCLUDED WITHIN THIS SCOPE OF WORK. BACKFLOW PREVENTION IS BY OTHERS AND IS INDICATED AT THE STREET (SEE SITE UJF$ REVIEW AS -BUILT INSTALLATION FABRICATION - —TRADE PERMIT BLDG. PERMIT DATE RELEAB@D FOR: BY SYSTEM DEMAND INFORMATION DESIGN AREA DENSI fY/AREA ND. OF SPKR3 IN REMOTE AREA GPM READ P51 REOD 1103EGI ADDS[ B1 S 1 RAI 52 PSI 12 1709.991 32.419 250 B15IRA2 .10GPM/98030.FT. 10 287.215 38.183 100 B1S2RA'1 52 PSI 12 _ 1709.928 39.124 250 B183RA1 52 PSI 12 1713.479 42.677 250 B134RAI 52 PSI 12 1'10.737 33.655 250 BlS5RAl I.37GPMi2044So.FTI 22 11394.581 41.223 500 1 FP1 BUILDING #1 OFFICE/WAREHOUSE ±166,500 SQ.FT. 4" OUTGOING FDC LINE (BY WFS) WFS P.O.C. \\\ 8" INCOMING FIRE LINE (BY OTHERS) NOTE: ALL BUILDINGS WILL BE PERMITTED SEPARATELY THROUGH CITY OF SANFORD FIRE DEPARTMENT. MARC I S S U S AVENUE EIRE PROTECTION SITE PLAN SCALE: 1" = 50'-0" (FOR HYDRAULIC REFERENCE ONLY) PLAN THIS SHEET) AND IS NOT INCLUDED WITHIN THIS SCOPE OF WORK NO WIRING OF ELECTRICAL DEVICES SUCH AS TAMPER SWITCHES, FLOW SWITCHES, ELECTRIC BELLS, OR ANY ELECTRICAL DEVICES ASSOCIATED WITH THE FIRE PUMP IS INCLUDED WITHIN THIS SCOPE OF WORK. DESIGN CRITERIA: SEETHE 61G-32.004 (2) NOTES (c) AND (d), THIS SHEET, AS WELL AS THE DESIGN CRITERIA CHARTS ON EACH SHEET FOR DETAILED DESIGN REQUIREMENTS. HIGH VOLUME LOW SPEED (HVLS) FANS: SEE SHEET FP5 FOR LOCATIONS OF HVLS FANS. PER NFPA 13, 2013 EDITION, SECTION 11.1.7, THE INSTALLATION OF HVLS FANS SHALL COMPLY WITH THE FOLLOWING: (1) THE MAXIMUM FAN DIAMETER SHALL BE 24 FT. (2) THE HVLS FAN SHALL BE CENTERED APPROXIMATELY BETWEEN FOUR ADJACENT SPRINKLERS. (3) THE VERTICAL CLEARANCE FROM HVLS FAN TO SPRINKLER DEFLECTOR SHALL BE A MINIMUM OF 3 FT. (4) ALL HVLS FANS SHALL BE INTERLOCKED TO SHUT DOWN IMMEDIATELY UPON RECEIVING A WATERFLOW SIGNAL FROM THE ALARM SYSTEM IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 72. DESIGN CRITERIA AT (CATION DESIGN AREA HAZARD SPACING INo11DE M111 UG3 B1S1RA1 STORAGE 100 SQ. FT. MAX 0 UG3 B1S1RA2 LIGHT 225 SOFT. MAX 0 UG3 B132RA1 STORAGE 100 SQ.FT. MAX 0 UG3 B1S3RA1 STORAGE 100 SQ.FT. MAX 0 UG3 B1S4RA1 STORAGE 100 SQ.FT. MAX 0 UG3 113135RAl STORAGE 100 SQ.FT. MAX 0 GANESH NORTH - BUILDING 1: ryc E, DOUGLAS D. PFAFF REGISTRATION 75861 WWW AS THE FIRE SPRINKLER SYSTEM ENGINEER OF RECORD FOR THIS FACILITY, I ADVISE THAT THE FOLLOWING SPECIFICATIONS ARE TO BE FOLLOWED FOR THE DESIGN OF ITS FIRE SPRINKLER SYSTEMS: 61 G 15-32.003: (1) SCOPE OF WORK: THIS IS A SINGLE STORY 161,574 SQ.FT. STORAGE FACILITY. THIS BUILDING AND ITS FIRE SPRINKLER SYSTEMS WILL BE NEW CONSTRUCTION. (2) ACCEPTANCE TEST CRITERIA: THE ACCEPTANCE TESTING OF THE FIRE PROTECTION SYSTEMS AND COMPONENTS SHALL CONSIST OF ALL APPLICABLE ITEMS SHOWN ON FORM: NFPA 13, 2010 EDITION, FIGURE 24.1, CONTRACTOR'S MATERIAL AND TEST CERTIFICATE FOR ABOVE GROUND PIPING, AND THE APPLICABLE TESTS IN NFPA 20,20-10 EDITION CHAPTER 14. ( 3) STRUCTURAL SUPPORT AND STRUCTURAL OPENINGS: THE SUPPORT SYSTEMS FORTH I'D' BUILDING ARE TO HAVE LOAD CARRYING CAPACITY FOR THE DEAD LOAD WHICH WILL BE CONTRIBUTED BY THE FIRE SPRINKLER SYSTEMS. ALL HOLES THROUGH CONCRETE WILL BE CORE DRILLED BY WIGINTON FIRE SYSTEMS. OF 61 G15-32.004 (2) (a-m):PERMI°(a) POINT OF SERVICE: THE POINT OF SERVICE IS A TTHE SUPPLYSIDE OF THE FIRE LINE BACKFLOW PREVENTER. (b) APPLICABLE NFPA STANDARDS TO BE USED: NFPA'13,20'10 EDITION, INSTALLATION OF SPRINKLER SYSTEMSNFPA 20, 2010 EDITION, INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION (c) CLASSIFICATION OF HAZARD OCCUPANCY FOR EACH ROOM OR AREA: ALL SYSTEMS SHALL BE CAPABLE OF PROTECTING THE FOLLOWING SCENARIOS HAVING STORAGE ON OPEN FRAME, METAL RACKS, WITFIUU"f SOLID SHELVES, UDEN TOP CONTAINERS OR IN -RACK SPRINKLERS PER NEPA 13, 'L010 EDITION: • MAIN WAREHOUSE BETWEEN COLUMN LINES 1-24 AND A-E: TABLE 16.3.3.1 ESFR PROTECTION OF CLASS I - IV COMMODITIES, ENCAPSULATED OR UNENCAPSULATED, STORED ON SINGLE, DOUBLE, OR MULTI -ROW RACKS WITH A TOP OF PRODUCT HEIGHT NOT TO EXCEED 30 FT. UNDER A MAXIMUM CEILING/ROOF HEIGHT OF 40 FT. • VACANT SPACE BETWEEN COLUMN LINES 18-24 AND E -G: FIGURE 16.2.1.3.2(c) CURVE (E) CMDA PROTECTION OF CLASS III COMMODITIES, UNENCAPSULATED, STORED ON SINGLE OR DOUBLE -ROW RACKS WITH A TOP OF PRODUCT HEIGHT NOT TO EXCEED 20 FT. ELECTRIC FIRE PUMP/RISER ROOM IS AN ORDINARY HAZARD GROUP I OCCUPANCY. ELECTRICAL ROOM/ELEVATOR EQUIPMENT ROOM!SIMILAR IS AN ORDINARY HAZARD GROUP II OCCUPANCY. OFFICE AREAS ARE A LIGHT HAZARD OCCUPANCY. LIGHT HAZARD OCCUPANCIES SHALL BE OCCUPANCIES OR PORTIONS OF OTHER OCCUPANCIES WHERE THE QUANTITY AND/OR COMBUSTIBILITY OF CONTENTS IS LOW AND FIRES WITH RELATIVELY LOW RATES OF HEAT RELEASES ARE EXPECTED. ORDINARY HAZARD (GROUP 1) OCCUPANCIES SHALL BE DEFINED AS OCCUPANCIES OR PORTIONS OF OTHER OCCUPANCIES WHERE COMBUSTIBILITY IS LOW, QUANTITY OF COMBUSTIBLES IS MODERATE, STOCKPILES OF COMBUSTIBLES DO NOT EXCEED 8 FT, AND FIRES WTfH MODERATE RATES OF HEAT RELEASE ARE EXPECTED. ORDINARY HAZARD (GROUP II) OCCUPANCIES SHALL BE DEFINED AS OCCUPANCIES OR PORTIONS OF OTHER OCCUPANCIES WHERE THE QUANTITY AND COMBUSTIBILITY OF CONTENTS ARE MODERATE TO HIGH, WHERE STOCKPILES OF CONTENTS WITH MODERATE RATES OF HEAT RELEASE DO NOT EXCEED 12 FT AND STOCKPILES OF CONTENTS WITH HIGH RATES OF HEAT RELEASE DO NOT EXCEED 8 FT. ( d) DESIGN APPROACH: 1 - n - r� e THE MAIN WAREHOUSE BETWEEN COLUMN LINES 'I-�� AND A-E IS TO BE PROTECTED WITH WET PIPE AUTOMATIC SPRINKLER SYSTEMS UTILIZING 20a K16.8 ESFR PENDENT SPRINKLERS, SPACED NOT MORE THAN 100 SQ.FT. THE HYDRAULICALLY REMOTE AREA OF EACH SYSTEM HAS BEEN CALCULATED TO PROVIDE A MINIMUM DESIGN PRESSURE OF 52 PSI OVER THE MOST REMOTE 12 SPRINKLERS ( 4 SPRINKLERS ON 3 LINES) WITH AN ADDITIONAL OUTSIDE HOSE DEMAND OF 250 GPM ADDED AT THE CLOSEST FIRE HYDRANT. -THE VACANT SPACE BETWEEN COLUMN LINES 18-24 AND E -G IS TO BE PROTECTED WITH A WET PIPE AUTOMATIC SPRINKLER SYSTEM UTILIZING 286° K11.2 STANDARD SPRAY UPRIGHT SPRINKLERS, SPACED NOT TO EXCEED 100 SQ.FT. THE HYDRAULICALLY REMOTE AREA HAS BEEN CALCULATED TO PROVIDE A MINIMUM DESIGN DENSITY OF .37 GPM OVER THE MOST REMOTE 2,000 SQ.FT. WITH AN ADDITIONAL OUTSIDE HOSE DEMAND OF 500 GPM ADDED AT THE CLOSEST FIRE HYDRANT. -OFFICE AREAS ARE TO BE PROTECTED WITH A WET PIPE AUTOMATIC SPRINKLER SYSTEM UTILIZING'15315' Ka.o STANDARD SPRAY PENDENT AND UPRIGI•I f SPRINKLERS, SPACED NOT TO EXCEED 225 SQ.FT. THE HYDRAULICALLY MUST REMOTE AREA HAS 3FFN CALCUL ATED TO PROVIDE A MINIMUM DESIGN DENSITY OF 10 GPM OVER THE MOST REMOTE 1,500 h Q.FT. REDUCED TO 900 SQ.FT. PER NFPA '13, 2010 EDTfION, SECTION 11.2.3.2.3) WITH AN ADDITIONAL OUTSIDE HOSE DEMAND OF 100 GPM ADDED AT THE CLOSEST FIRE HYDRANT. l F I (e) CI-IARACTERISI"ICS OF THE WATER SUPPLY "fU BE USED: THIS B JILDING WILL BE SUPPLIED BY A NEW DEAD END FIRE LIN_ Wlr!-i THE CONNECTION TO AN EXISTING CIRGULATIrJG MJNICIPAL SUPPLY APPROXIMATELY -1,400 FT. AWAY. THE MUNICIPAL WATER SUPPLY MEETS THE REQUIRED SYSTEM DURATION. FLOW - PERFORMED r F � f C - f' 4 O rL )W TEST DATA: DATE )F TEST: 8 2 I �, TEST PERF JRM_J 3Y. WIGINTON FIRE SYSTEMS, STATIC: 60 PSI, RESIDUAL: 50 PSI, FLOW: 1,840 GPM, TIME: 9:00 AM, ELEVATION: APPROXIMATELY 21 FT. RELATIVE BUILDING ELEVATION IS APPROXIMATELY 24 FT. (g) VALVING AND ALARM REQUIREMENTS TO MINIMIZE POTENTIAL FOR IMPAIRMENTS AND UNRECOGNIZED FLOW OF WATER: THE FIRE SPRINKLER RISERS FOR THIS BUILDING SHALL HAVE WATER FLOW SWITCHES WITH A LOCAL AUDIBLE ALARM AND OFFSITE MONITORING. THE RISER CONTROL VALVES ARE TO HAVE TAMPER SWITCHES AND OFF-SITE MONITORING. ( h) MICROBIAL INDUCED CORROSION: IT IS NOT KNOWN IF MICROBIAL INDUCED CORROSION (MIC) HAS BEEN FOUND IN ANY OF SEMINOLE COUNTY'S WATER SUPPLIES. () BACKFLOW PREVENTION: THE BACKFLOW PREVENTER IS NEW AND SHALL BE A DOUBLE DETECTOR CHECK TYPE. A LOSS PF APPROXIMATELY 4.5 PSI HAS BEEN INCLUDED IN HYDRAULIC CALCULATIONS. (� QUALITY AND PERFORMANCE OF ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS: ALL COMPONENTS SHALL BE LISTED AND APPROVED FOR THEIR USE. ( k) A DETERMINATION OF WHETHER A FIRE PUMP IS REQUIRED AND IF SO, THE SPECIFIC VOLUMETRIC FLOW AND PRESSURE RATING OF THE PUMP: A FIRE PUMP RATED 1,250 GPM AT 110 PSI WILL BE REQUIRED FOR THIS BUILDING. ( I) A VERIFICATION OF WHETHER A FIREWATER STORAGE TANK IS REQUIRED ON SITE AND IF SO, A DETERMINATION OF THE SIZE AND CAPACITY REQUIRED_: A FIREWATER STORAGE TANK WILL NOT BE REQUIRED FOR THIS BUILDING. (m) OWNER'S CERTIFICATE. IN STORAGE OCCUPANCIES, THE OWNERS INFORMATION CERTIFICATE IS REQUIRED FROM THE PROPERTY OWNER AS IT CLEARLY DEFINES THE STORAGE CONFIGURATION ( WHEN APPLICABLE) OF THE SPACE FOR THE CURRENT AND FUTURE USE OF THE PROPERTY, AS REQUIRED BY THE CODES AND STANDARDS SET FORTH IN SUBSECTION 6lgl5-32.002 ( 7) f.a.c.: A ED OWNERS INFORMATION CERTIFICATE HAS BEEN USED TO CREATE THE DESIGN CRITERIA IN ITEM (d) ABOVE. SEE SHEET FP3. �mpiten�s REVIEWED BY: / ) �►�n pan � u�•r�Wif/I MATT MINNETTO A�+1�C ? E D9PA THESE PLANS ARE REVIEWED AN. ANFORD FIRE DEPT. CONDITIONALLY ACCEPTED FOR // PERMIT. AN ISSUED PERMIT SHALL BE /1' I/ �h 5-1 f11 DATE: `)��DEEMED PERMISSION TO PROCEED % WITH WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THESE PROVISIONS OF THE TECHNICAL CODES, NOR SMALL ISSUANCE OF A PERMIT PREVENT THE Qa;4�v1� vcL FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A j1� IIIA 2017 CORRECTION OF ERRORS ON THE . I PLANS, CONSTRUCTION OR HER [3 y -'' Avf � �.e r Pd.-. VIOLATIONS OF TIDE'009. _._. _.. - _ .... _::::::-� - _......._.___ UG5.. _...... ._.__.._. . . _._.__...._....___._.....__-._ _. _. _. _. _.... _. _. _. _.. __. _. _. _. _. _. _. _. _. _. _. _. _. _ . - _..---__ _ _ _ _. �_.. NEW 10" CONNECTION TO' _----- -� I EXISTING 12" CITY WADER MAIN-//; SEE SITE LOCATION PLAN THIS SHEET(BY OTHERS) FOR DISTANCES TO UG6 AND f r GENERAL NOTES: ALL WORK WILL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 13, 2010 EDITION. ALL NEW PIPE HANGERS WILL BE INSTALLED IN ACCORDANCE WITH NFPA 13, 2010 EDITION. NO ENGINEERING CALCULATIONS LAT( I I GU ONS OR ADDITIONAL MATERIALS WILL BE PROVIDED TO ENSURE OR IMPROVE THE STRUCTURAL STRENGTH OF THE BUILDING TO ENABLE IT TO BEAR THE LOAD OF THE FIRE PROTECTION SYSTEM. THE STRUCTURE MUST BE CAPABLE OF SUPPORTING FIVE TIMES THE WEIGHT OF WATER -FILLED PIPE PLUS 250 POUNDS AT ANY SINGLE POINT. HANGERS WILL NOT BE CORROSION PROOF. PIPES WILL BE SUPPORTED BY HANGERS ATTACHED DIRECTLY SIDES c f0 THE SIDES OF METAL PURLINS, WITHOUT TH F T - �,E USE O RAFFLE HANGERS OR COMPLIANCE WITH ANY HANGER REQUIREMENTS THAT THE METAL BUILDING MANUFACTURER MAY HAVE. INSPECTION, TESTING, AND MAINTENANCE OF THE FIRE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH NFPA 13, 2010 EDITION, NFPA 25, 2011 EDITION, AND LOCAL JURISDICTION REQUIREMENTS. ALL NEW GROOVED SPRINKLER PIPING WILL BE BLACK SCHEDULE 07 OR '10 WITH VICTAULIC FACTORY PAINTED GROOVED FITTINGS UNLESS NOTED OTHERWISE. ALL NEW THREADED SPRINKLER PIPING WILL BE BLACK SCHEDULE 40 WITH CAST OR DUCTILE IRON BLACK THREADED FITTINGS UNLESS NOTED OTHERWISE. ALL NEW PIPING THAT PENETRATES EXTERIOR WALLS SHALL BE GALVANIZED 0 1 5/19/17 ITRADE PERMIT NO. I DATE SYSTEM AREAS: SYSTEM 1 - 38,947 SQ.FT. STORAGE 5,795 S .F T. TWO-STORY Q - O.� ORY OFFICES 583 TOTAL SPRINKLERS SYSTEM 2 - 39,125 SQ.FT. STORAGE 472 TOTAL SPRINKLERS SYSTEM 3 -19,245 SQ.FT. STORAGE 240 TOTAL SPRINKLERS SYSTEM 4 - 36,909 SQ.FT. STORAGE 447 TOTAL SPRINKLERS SYSTEM 5 - 19,804 SQ.FT. STORAGE 208 TOTAL SPRINKLERS TWA REVISIONS BY z C -D -.__.___-----.__ � I I I I NEW 10" CONNECTION TO EXISTING I I I 12" CIIY WRIER MAIN (BY OTHERS). SEE FIRE PROTECTION SITE PLAN uca THIS SHEET FOR CONTINUATION. I : I UG5 NARCISSUS AVENUE I 12' I 12" (; 45o Ff.) (soo Fr) [F=LOW- J SITE LOCATION PLAN Wiginton Fire Systems 699 Aero Lane Sanford, FL 32771 Phone 407.585.3200 Fax 407.585.3277 DRAWN BY: W. AMMONS DATE: 5/19/17 GANESH NORTH BUILDING ONE MONROE ROAD PROJECT NAME/ADDRESS: SANFORD, FL 32771 SHEET TITLE: FIRE PROTECTION SITE PLAN FOT K ° a SPRINKLER LEGEND o w S w� a z IDE HOSE GPM) SPEFER CGDE REFERENCE Sym OTY K= NPT T E^1P MAKE 8 MODEL F RESP, ;:IN TYPE FINISH ESC. 250 NEPA 13 (j'- 1,632 16.8 3/4" 205' IVIKING ESFR PENDENT FAST VK5W PEND. BRASS N/A 100 NFPA 13 1,9 208 11.2 3/4" 286' TYCO ELO-2318 SR 85151 UPR BRASS N/A 250 NFPA 13 ( 104 5.6 1/2" 155 TYCO TY --FRB OR TY313 SSP CHROME REC. 250 NFPA 13 0 5 5.6 1/2" 155 TYCO TY -FRB OR TY323 SSU BRASS N/A 250 NFPA 13 D. 1 5.6 1/2" 200' TYCO TY -FRB OR TY3331 NSW BRASS GUARD 500 NFPA 13 E E Q Q ai cv W" _ 0 1 5/19/17 ITRADE PERMIT NO. I DATE SYSTEM AREAS: SYSTEM 1 - 38,947 SQ.FT. STORAGE 5,795 S .F T. TWO-STORY Q - O.� ORY OFFICES 583 TOTAL SPRINKLERS SYSTEM 2 - 39,125 SQ.FT. STORAGE 472 TOTAL SPRINKLERS SYSTEM 3 -19,245 SQ.FT. STORAGE 240 TOTAL SPRINKLERS SYSTEM 4 - 36,909 SQ.FT. STORAGE 447 TOTAL SPRINKLERS SYSTEM 5 - 19,804 SQ.FT. STORAGE 208 TOTAL SPRINKLERS TWA REVISIONS BY z C -D -.__.___-----.__ � I I I I NEW 10" CONNECTION TO EXISTING I I I 12" CIIY WRIER MAIN (BY OTHERS). SEE FIRE PROTECTION SITE PLAN uca THIS SHEET FOR CONTINUATION. I : I UG5 NARCISSUS AVENUE I 12' I 12" (; 45o Ff.) (soo Fr) [F=LOW- J SITE LOCATION PLAN Wiginton Fire Systems 699 Aero Lane Sanford, FL 32771 Phone 407.585.3200 Fax 407.585.3277 DRAWN BY: W. AMMONS DATE: 5/19/17 GANESH NORTH BUILDING ONE MONROE ROAD PROJECT NAME/ADDRESS: SANFORD, FL 32771 SHEET TITLE: FIRE PROTECTION SITE PLAN FOT K ° a a o w S w� a z rt � N � <f- -t Mw U O J o L_ J �T N 0 J r tO U ,� rJ N LU F- oui ri �ci r U C to fl. iV w �w 06 w r- E r� LL ,- —1 C, (� -T t,) i- CO ':. (( U J z IL c Ww UJ U z f i � Xwcw:= Z wQ D. I a o ri n O cv i J c L E E Q Q ai cv W" fW Uw <J �rn cm 2EM Z �_ 'oi o J � Eo Ch LLQ •in In NO G u) .r f- VJ Irl Jcy z N LL o > U Z ow ti iv c9s 'n r, K ° a a o w S w� a z U O F- n w U ~- U 06 X U) 1 U) X J 0 1 JQ z n Q W > z IL c Ww UJ U z f i � Xwcw:= Z wQ LL w Lu H G J w Z w cr J J J J Q Q Q Q <J G JP1 u Z z N LL o > U Z Z co w sa a Lu NO Go o 0) a O a p o CO W LL N d r W N 0 0 r �JWIPIII ' SCALE: 1/8" = 1'-0. SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON JOB: 1,950 AHJ: SANFORD F.D. WFS SALES: P. A•ZIZ CUSTOMER: MCKEE CONST. PERMIT NO: PENDING 2010771 PROJECT NO: Fp 1 OF DRAWINU NO: 0 r 7 r M w tf#, MeWill g I 1 19" llagv I oft, :0 Owner's Information Certificate Property Name: Ganesh North — ----------- — -____ ----- — --------------- Property Address: NEC, Monroe Rd. & Naci,,sus Ave. Sanford, FI...- — - — ------ Name of Owner.. Ganesh ............. ..... ... ....... .... .... - ------ ....................... . .. . - - - __ - __-- _- Existing or planned construction is: Z Fire resistive or noncombustible DWood frame or ordinary (masonry walls with wood beams) El Unknown Intended use of the building: Storage age and Distribution Other: Bldg 1: Storage & distribution of textiles. Bldgs 2-5: Spec whse- future office (light hazard). --------------------------- Note regarding speculative buildings. The design of the sprinkler system Is dependent on an -accurate description of the likely use of the building, without specific Information, assumptions will need to be matte that will limit the actual use of the building. Make sure, that you Communicate any and all use considerations to Wiginten Fire Systems or Wighiton Fire Protection Engliwering, Inc. In WN form and that you abide by all limitations regarding the use of the building based on the limitations of the fire sprinkler system that 15 eventually designed and Installed. Is the system intended to protect any one of the following special occupancies? Aircraft hangar E1YesExjNo - Fixed guide way transit system LJYes LX]No - Race track stable OYes EjNo - Marine terminal, pier, or wharf DYes ONo - Airport terminal D Yes ZNo - Power plant DYes NiVo Aircraft engine test facility D YosgPlo - Water-cooling tuworD'/e3EINo Indicate whether any of the following special materials or conditions Is Intended to be present: Expanded Plastics Dyes E) No Cartoned Dyes 21 No Exposed E]Yes FX1 No Non- expanded Plastics Dyes []x No Cartoned Dyes LgNo Exposed Dyes ZNo Bin Box Y 0 EJNo Shelf storage F]yes F] No Rack storage B]Yes ]No Palletized storage Dyes NNo Flammable or combustible liquids Dyes TRNo o Aerosol products Dyes MNo Nitrate film Dyes ZNo Pyroxylin plastic ElYes NNo Compressed or liquefied gas cylinders Oyes ONo Liquid or solid oxidizers Dyes ©No Organic peroxide formulations nyes 2jNo Encapsulation of palletized products f -]Yes NNo Roll paper Oyes NNo Tire Storage Elyes ZNo Record Storage Dyes ZNo If the answer to any of the above Is "yes", describe type, location, arrangement, and Intended maximum quantities. Building 1:Double row rack storage of class 3 commodities (textiles, bedding, etc.) to a rnzm height of 28 feet. Buildings 2-5: Spec/shell buildings designed per NFPA 13 -Light I-lazard C UP* M ri Fl S EMS Page 2 of 2 Indicate whether the protection is intended for one of the following specialized occupancies or areas: Spray area or mixing room OYes ZNo Solvent extraction OYes [91 No Laboratory using chemicals 0 Yes nX No Oxygen -fuel gas system for welding or cutting 0 Yes 121 No Acetylene cylinder charging Dyes El No Production or use of compressed or liquefied gases Oyes © No Commercial cooking operation ©Yes El No Class A hyperbaric chamber Dyes [�] No Cleanroom U Yes El No Incinerator or waste handling system ElYes (M No Linen handling system D Yes N No Industrial furnace 0 Yes IX No Water-cooling tower LJ Yes nx No Glass walls or doors El Yes IRI No Storage: Storage of Products E]yes Flno If "yes', then fill out the following information. Palletized Storage:: Total al sq. ft. 0 Top of storage height Rack Storage: Total sq. ft. 170000 Top of storage height 28 Single RowO Double Row E1 Multi-RowO Open Shelves El Solid ShelvesO Plastic PallotsDyespflno Idle Pallets Storage El yus[Rino Height Cantilever Racks D Movable Racks 0 Aisle Width Flue Space Width Carton Record Storage: El yes Ono Total sq. ft, F Top of storage freight Depth ofRacks F4V-"/-Ca(vvalksOyesEXjno ConveyorsOyesZno Compact Record Storage: Elyesf@no Total sq, ft. F_ Top of storage height E:::= Mobile High Bay Record Storage: Oyesno Total sq, ft. Top of storage height F7777 2KI Fixed High Bay Record Storage: ElyesZno Total sq. ft, Top of storage heightF_ Is there any special information concerning the water supply? Oyes0no If yes, provide the information, including any known environmental conditions that might cause corrosion, including microbiologically influenced corrosion. Additional Information: Building I will bo designed to protect class 3 commodities on double row pallet racks to a max HE of 28'. Buildings 2-5 will be protected as "shells"wirh upright sprinklers at the roof per NFPA 13 light hazard. I certify that I have knowledge of the intended use of the property and that the above information Is correct. Signature of owner's representative/agent: Date: 5/17/2017 Name of owner's representative/agent completing certificate (print): Kiran Nathoo - - - _-_ - - . .......... Relationship and firm of agent (print): b1m I ma 2 Mu j MIW 4 3UT FF -2 SHEET EP -4 AET FP -6 U0 W-1 155' TYCO TY -FRB 271117 155' TYCO TY -FRB QR 511B fp DENSITY/AREA NO. Or SPKRS IrIREMOTE AREA MTDd 2 M1111 4 HOSE GPM ADDED WE FP -5 Tuf IP -8 HAZARD SPACING INSIDE HOSE (L;IM) OUTSIDE HOSE sP GIALGODE (GPM) REFERENCE SYM 910.7 fP-10/11 L K - B I S I RAI 52 PSI M" 5 1709.991 32.419 Ulu W-9 KEY PLAN SPECIAL NOTE REGARDING M.I.C.: WIGINFON DOES NOT WARRANT THE WATER SUPPLY TO BE FREE OF ANY CONTAMINANTS (MICROSCOPIC OR OTHERWISE) THAT MAY LEAD TO THE DEVELOPMENT OF MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). OWNER IS ADVISED TO CONTACT THE WATER PURVEYOR TO REVEAL EVIDENCE OF HISTORY OF MIC DEVELOPMENT IN SYSTEMS SUPPLIED BY THE PURVEYOR. WHETHER OR NOT SUCH STUDY IS PERFORMED, WIGINTON DOES NOT WARRANT MATERIALS FROM DETERIORATION CAUSED FROM CORROSIVE CONDITIONS, AND DOES NOT ACCEPT ANY FOR LIABILITY FOR THE EFFECTS OF MIC ON THE DURABILITY OR PERFORMANCE OF THE FIRE RE PROIECHON SYSIEM(S) PRESENT OR FUTURE OWNER MUST MAINTAIN THEIR FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH NFPA CRITERIA. NOTICE: IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER/ MANAGER TO PROVIDE THE REQUIRED INSPECTION, TESTING, AND MAINTENANCE OF THIS FIRE PROTECTION SYSTEM AND RELATED EQUIPMENT ACCORDING TO THE LATEST EDITION OF NFPA 25 AND ALL GOVERNING CODES AND ORDINANCES. /C / . ......... LT_W_ T AS -BUILT INSTALLATION FABRICATION TRADE PERMIT BLDG. PERMIT DAIS RELEASED FOR: BY MATCHLINE SHEET FP2 MATC11LINE SHEET FP2 1 SYSTEM 1 FIRE SPRINKLER PLAN WEST �FF`3) SCALE: 1/8" = 1)-0" SPRINKLER LEGEND TEMP ,F) MAKE & MODEL SYSTEM DEMAND INFORMATION 205' VIKING ESFR PENDENT Esc. DESIGN CRITERIA —FAST SR 155' TYCO TY -FRB OR 155' TYCO TY -FRB QR LESION AREA DENSITY/AREA NO. Or SPKRS IrIREMOTE AREA GPM REQD Psl RESOD HOSE GPM ADDED AT LG GAfIOn UESIGN AREA HAZARD SPACING INSIDE HOSE (L;IM) OUTSIDE HOSE sP GIALGODE (GPM) REFERENCE SYM BRASS o ry K - B I S I RAI 52 PSI 12 1709.991 32.419 250 UG3 B181RA1 STORAGE 100 301T. MAX 0 JtL L L (\j 250 NFPA 13 0 1,632 16.8 B1 S1 RA2 IGGPM9803Q.FT. 10 287.215 38.183 100 UG3 B1S1RA2 LIGHT 225 SQ.FT. MAX 0 100 NFPA 13 W 208 11.2 B1S2RAI 52 PSI 12 1709.928 39.124 250 UG3 B132RAl STORAGE 100 SOFT. MAX 0 250 NFPA 13 rU0 104 5.6 BIS3RAI 52 PSI 12 1 1713.479 1 42.677 1 250 1 UG3 IB133RA1 I STORAGE 100 SQ.FT. MAX 1 0 250 NFPA 13 0 1 5 1 5.6 B1S4RA1 52 PSI 12 1710.737 33.655 250 1 UG3 jBIS4RA1 STORAGE 100 SQ.FT. MAX 0 250 NFPA 13 co 1 5,6 B1S5RAI .37GPM12044SQ.FT 22 1394.581 41.223 500 1 UG3 IB1S5RAI I STORAGE I 100 SQ.FT. MAX 0 500 NFPA 13 :D SPRINKLER LEGEND TEMP ,F) MAKE & MODEL RESP, 205' VIKING ESFR PENDENT Esc. 286' TYCO ELO-231B —FAST SR 155' TYCO TY -FRB OR 155' TYCO TY -FRB QR 200' TYCO TY -FRB QR SIN TYPE FINISH Esc. VK503 PEND. BRASS N/A TY5151 UPR BRASS N/A , TY313 SSP CHROME REG. TY323 SSU BRASS N/A i73�331H`SW U) BRASS GUARD Wiginton Fire Systems 699 Aero Lane GANESH INJORTH Sanford, FL 32771 BUILDING ONE Phone 407.585.3200 MONROE ROAD Fax 407.585.3277 SAN FOR] FL 32771 PRojEc r NAME/ADDRESS: I I DRAWN BY: 0 5119/17 TRADE PERMIT TWA W. AMMONS NO. DATE REVISIONS BY DATE: 5/19/17 SYSTEM 1 FIRE SPRINKLER PLAN - WEST SHEET TITLE: 0 4' 81 �WW=I!!MMl!IlWW SCALE: 1/8" = V-0" SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON JOB: 1,950 AHJ: 'SANFORD F.D. WFS SALES: P. AZIZ CUSTOMER: McKEE CONST. PERMIT NO: PENDING I X�jjj1I1jjjj P f - lx�.0 0 0 LLJ LJJ SEAL: 2010771 PROJECT NO: AFP 'h w J OF DRAWING NO: �j to >< 't QO C\j w Z U) 0 o Z LL 19 CD (1) 0 JtL L L (\j ch LL N Ca W 1-0 -- CA Lrj 6(1) CU (q to C9 IL W = 0 U 1.0 C7 _j (_t.J M M M < P. LL C)I_ cq 0 LL In LL — �r to 6 LO rU0 > E Lq 0 E:CD N to LL 00 —co Z) N (N to W 0 0 < CD W U) ;: C) 7FD U W > 0 0 X 0 0) .f CQ (0 uj 1CD _j < LL_j to < co _j 0 LL C0 I tr) CD r- U? >, to > DL C C) :D 0 4' 81 �WW=I!!MMl!IlWW SCALE: 1/8" = V-0" SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON JOB: 1,950 AHJ: 'SANFORD F.D. WFS SALES: P. AZIZ CUSTOMER: McKEE CONST. PERMIT NO: PENDING I X�jjj1I1jjjj P f - lx�.0 0 0 LLJ LJJ SEAL: 2010771 PROJECT NO: AFP 'h w J OF DRAWING NO: �j w U) o Z 19 0 JtL W at <r, wa(D U C7 (_t.J M M M < P. . UJ r - . LU . C) LL U . W 0 = rr rU0 > cl� 0 to < 0/ Lij 6 0 �: P- IL 0 W 0 LL LLI (j) 1L F-it 0 W Z _j CL pu < Q W > 0 0 W 0 W< C� U W > 0 0 X 0 ul E M 1-- W < Z 2 W [If Q W W M W I- W 0 uj _j < < < I < � I 0 4' 81 �WW=I!!MMl!IlWW SCALE: 1/8" = V-0" SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON JOB: 1,950 AHJ: 'SANFORD F.D. WFS SALES: P. AZIZ CUSTOMER: McKEE CONST. PERMIT NO: PENDING I X�jjj1I1jjjj P f - lx�.0 0 0 LLJ LJJ SEAL: 2010771 PROJECT NO: AFP 'h w J OF DRAWING NO: �j JtL W at 2 ct� Uj > uj DL :D U) ry F_LL C-0 EL dE to 0) to Ln 6 0 0 4' 81 �WW=I!!MMl!IlWW SCALE: 1/8" = V-0" SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON JOB: 1,950 AHJ: 'SANFORD F.D. WFS SALES: P. AZIZ CUSTOMER: McKEE CONST. PERMIT NO: PENDING I X�jjj1I1jjjj P f - lx�.0 0 0 LLJ LJJ SEAL: 2010771 PROJECT NO: AFP 'h w J OF DRAWING NO: �j 24" OBSTRUCTIONS 2' WIDE AND LESS PERMITTED OUTSIDE OF SHADED AREA BOTTOM OF BECK 12" (L 1I 1-11 ej OBSTRUCTIONS NO MORE THAN 12' WIDE PERMITTED OUTSIDE OF SHADED AREA (SHADED AREA PROJECTS TO THE FLOOR) MORE THAN 24' WIDE PERMITTED OUTSIDE OF SHADED AREA (SHADED AREA PROJECTS TO THE FLOOR) STANDARD ESFR OBSTRUCTION DETAIL SCALE: NOT TO SCALE - FOR REFERENCE ONLY SISIEY 1 SYSIEL 2 MEL! 3 Z'U 4 SHEET FP -2 SHEET FP -4 SIM FP -6 SHEET FP -7 12 AUXILIARY DRAIN: Sim 3 DN 1" x 24'-1%" TO B131RA2 1' GLOBE VALVE AND PLUG. SHEET FP -6 (TYPICAL 2 THIS LOCATION) pl I I Snu 2 `tom CD O (( cD (� a O iYi1T. SlSU 4 SSh SET N-3 SHEET FP -5 C:, t y J (a O ] O cV O s1w FP -8 B1S3RA1 52 PSI SYSTEIT t 1713.479 42.677 250 SHFET FP -10/11 52P51 12 I 1 STSIEII 59 KEY PLAN SHEET SPECIAL NOTE_ REGARDING M.I.C.: WIGINTON DOES NOT WARRANT THE WATER SUPPLY TO BE FREE_ OF ANY CONTAMINANTS (MICROSCOPIC OR OTHERWISE) THAT MAY LEAD TO THE DEVELOPMENT OF MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). OWNER IS ADVISED TO CONTACT THE WATER PURVEYOR TO REVEAL EVIDENCE OF HISTORY OF MIC DEVELOPMENT IN SYSTEMS SUPPLIED BY THE PURVEYOR. WHETHER OR NOT SUCH STUDY IS PERFORMED, WIGINTON DOES NOT WARRANT MATERIALS FROM DETERIORATION CAUSED FROM CORROSIVE CONDITIONS, AND DOES NOT ACCEPT ANY LIABILITY FOR THE EFFECTS OF MIC ON THE DURABILITY OR PERFORMANCE OF THE FIRE PROTECTION SYSTEM(S) PRESENT OR FUTURE. OWNER MUST MAINTAIN I -HEIR FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH NEPA CRITERIA, NOTICE.- IT OTICE:IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER/ MANAGER TO PROVIDE THE REQUIRED INSPECTION, TESTING, AND MAINTENANCE OF THIS FIRE PROTECTION SYSTEM AND RELATED EQUIPMENT ACCORDING TO THE LATEST EDITION OF NFPA 25 AND ALL GOVERNING CODES AND ORDINANCES. W cV t":"i I««`# i`""t z CL i"`"1 t"'"1 Y"1 J L.i -- .._.._---_ 9"•'9 r"1 Y" -I ---- i"""i i"""1 T'.'"t _ 12 AUXILIARY DRAIN: 32.419 DN 1" x 24'-1%" TO B131RA2 1' GLOBE VALVE AND PLUG. 10 (TYPICAL 2 THIS LOCATION) 1'";'i I"`"4 t":"i I««`# i`""t A""'"1 S"""7 t";'i i"`"1 t"'"1 Y"1 7"^t L"'"1 1-7 -- .._.._---_ 9"•'9 r"1 Y" -I ---- i"""i i"""1 T'.'"t _ 12 1709.991 32.419 250 B131RA2 .10GPMI980SQ.FT. 10 287.215 ... y�� cV G cV O a cel �� O O `tom CD O (( cD (� a O iYi1T. O O C) ('� p p O y a O 4 N O O o q Q C, ; o O a .C) C:, t y J (a O ] O cV O 250 B1S3RA1 52 PSI ALL MAINS PROPOSE D 1713.479 42.677 250 B1S4RA1 52P51 12 1710.737 _._ 10 HE INSTALLED 42 � _ 250 B1S5RA1 .37GPM12044SQ.FT-1 22 a I CO} OF PURLIN i.LNiLR OF PIPE 00 202 212 0 + 214 { a . 216 {�., p <a-� o, '' I ' (2%26) c� 'jt` zs3 ` I e�` �22r218 i, 220 b 2"1'1 {j�>`l. �>L237 ,n�,u)224 { 'F 2 4 228 4 4 230 { . 4 232 'E .,c-' i 2:54`�„i-�'_-'236 238 'F 22 w u� n 2U1 )3 1)5 L 1 L ti 207 209 11 > > > Z 213 215 17 2 219 1 22 223 1.5 129 31 3� � > 2 233 2 � Q „ � 42nBE:a n 23 1 4 4" e 4 4 4n 4,. n " n n n n .. •, 4 4", 4 4 4 4 ,nom... , wp*_as� .,,»:� - �«,:.( _ ,._-.«.,«.w:,«w.«.=.«««�.«««..�.«�««-.�..d..�:.............. r : ,_.�:.«,«,� «,.... ,„. a ..a.: _ �..,,.:..:,,««...... _..«...t :.. r __ _ - "°`�,�=_d �"'wv-«._...:..:s� �{6 .1....... 9 _ _ � C{ ,r"_ _. r - � �r� _. _ _.:u- .z..�._i � �-Q tj....._. « __ _ w'�t? >} =_ _ _ -`.�-='� ^ --�` ,kms _._.... _ ,E }}..._ _ ._ _ _____`�"dt 8' _____ _ �t �. � �«�j. ��� ... _.(t t�se�_��r _ �-...- _�•°4 ,} ter -gra:.. �.(t sp°_F_.. « _ �-- 8-4 8 4 8-4 8-h"-' 8 4- `�` 8-4 8=4— 8 4 8-4'--" 8-4 '� 8 4 8-4 8-8 4 8-4 8- 8 4 8-4 8-4 - -"'� � a , O q O O O O 4 r O O O O O C. — a 4 O e _._..._. ... �j 0 0 0 0 0 0 0 0 0 a p O O O O> Y 7> o QJ CI> rn [P fh Orn Q, Q, rn U, O> Orn T m I C C� �I �, ..-....» ....m.....,_ ._.__._. _......_ . ............ ............._ . -_ ___.__ —_. _._._., _......_. _ _............_ -. _._.,. __.-...._- _..._....-. . ...... . ........... ____ — ....._.. _........ _.....____ � � _....... .,_...__.. .--.._..... . .._..._..... 00 0 0 0 � p o { o � Cl { o 0 0 _ I i, I O c�J 6 o O �j O O O O Cl O O a O O O O c`!.O cv q c+) O Ca CD IFIDICAIES �.--._... .._..._. _ ._.._ .._._ _._ _-.._.- f............. t ...__... _ f. r1 -.-_._.. ......... { ........_.. ... _._.-__ __._ { ' ... ____... { _ _ _ _ _ 3 _.._.... _.._. r PIPE STRUT% S E - CROSS SEC1I0Pl. c) - ____ -- �a . _ _ ___._ __.__ _Q SHEET 1. O (� O O O O O O 6 _ ..._ _ a I NO �O �O % V cy 0 O cl0 • r1a iO JO c-10 O C�4 CVO O (�4 NO V G cJ O �p I y 1 1 {�� N� i ' I c o cJa cJ t to �t�iio Np .... _ _ _ — —_ _...._ _ _ _...__. _ .__ ._...._ .. 4" 8'-4.,— 4. -- -2 . •-.•k 2 g 2- - ---- --- s ._ L _ry —4'-2' _� -.n r3 _.4 .. .._--€3'-�{" ,.. a.q'.._2° ,,,..»a..4° 2�_,„ _� .,..8 __4•• _.� ...-______sj ...4."-..__....� --,4'-2"--......�,'_ 2........ _..8' .q,.._ _....___». �._ _ .F3•_,-4„_. ___ ..F _4•._2,•_,..... --4'--2"-- ? _4'-_2n +- -• _..__8'-4"--_-,..., ...._____8' 4"_.....__. _m.. 4'_2,._,>~..-,.�}°._. r a O O o O _ O O o Cl O o C O^ O _ I .,_.....,. .. ..,.vv,�.., , I —..._. .,......_„_ .{ ..,..._. ,_.. __ - _..___.°��cs�.,, I __...._-.... .,_,,.....,_ _tom, .I .___-„_. __......... .c..., -.I_._. _._..._....-._-,__ 1 _...,-,,,._ ,...,,,_„__ __•. -. .._......_ _....--.,_ ,. ,..... _.._ ...._.._. _,.... ..._._„_. ... .__.-_......,,_ _......_.8 ..___. ....._.... _.._.,-... ..,._,_ ..._._ ..,..... 1.. _ .......... .� ....... .......__ a. ____ _ ee — — v �v 4 i x ie� a o 0 o a i o a a a o c�a' cpm ` °' cool' rho' c�a, c�or c"�o, Nrn 000 Q oo� _....._.. ____ _----- _ . ......... 1 —.. . CD cJ O O cv � N O Q NOTE: o CD �+ _O AT` N - PROPOSED Od JO N O cel `.JI` cJ o {SI O TO E3T IXSTAI(F D 'dpi' - — Hz Hs HIV ( TOP Of PURLIN {TNIER OF PIPE. REM. AREA: B1S2RAi T ____ a ---- ------ . REMOTE AREA SHOWN SHIFTED FOR CLARITY o OI o i o o I o O o O I �I lV O N 4 N O I CJ O N bOO OCIJO N OOO (%CD O cV Ob O CVO- !I H4 H8 H72 I 1z' CD _..__ ...... I p I CD I p z CL u n .,� — .. .. Cl O _('V cl EE��.v, O O { U O 4 O O a G U q O 1 p-.... ...... .......__ ._. _ems I - I -Q _. .. I ..,.µ.. .._ - ... wwwr ram ,_,_ >o e L- wxmsm ® — — www.w .fir w® — n..•nw .....� w•® — ......• ..www � .rs — — � ,�r,,,l,,, I � M ATC H L I N F_ --- --- --w www.. �.., .w.�w � � ,.�.., >� � � �, ,.�. ..ww.. � a „�. www.w awwww r� MATCHLINE � SHEET FP5 SYSTEM FIRE SPRINKLER PLAN -EAST SHEET FP5 FS REVIEW AS -BUILT INSTALLATION FABRICATION TRADE PERMIT BLDG. PERMIT DATE RELLASED FOR: BY SYSTEM DEMAND INFORMATION DESIGN AREA DENSITY/AREA NO. OF SPKRS IN REMOTE AREA GPM REOD P51 READ HOSE G ADDri B131RA1 52 PSI 12 1709.991 32.419 250 B131RA2 .10GPMI980SQ.FT. 10 287.215 38.183 100 B1 S2RA1 52 PSI 12 1709.928 39.124 250 B1S3RA1 52 PSI 12 1713.479 42.677 250 B1S4RA1 52P51 12 1710.737 33.655 250 B1S5RA1 .37GPM12044SQ.FT-1 22 1394.581 41.223 500 AT ,CATION DESIGN AREA UG3 B131RA1 UG3 B131RA2 UG3 B182RA1 UG3 B133RA1 UG3 B1S4RA1 UG3 B1S5RA1 SCALE: 1/8” = l'-0” DESIGN CRITERIA HAZARD $PACING INSIDE. lit (GPM) STORAGE 100 SQ.FT. MAX 0 LIGHT 225 SQ.FT. MAX 0 PO STORAGE 100 SQ.FT. MAX ' STORAGE 100 SQ.FT. MAX 0 STORAGE 100 SQ. FT. MAX 0 STORAGE 100 SQ.FT. MAX 0 GPM)--- -REFERENCE SYM OTY TYPE 250 NFPA 13 205' VIKING ESFR PENDENT 1,632 100 NFPA 13 ' 208 r1l.2 '250 NFPA 13 & 104 . 250 NFPA 13 0 5 5.6 250 NFPA 13 W323 1 5.6 500 NFPA 13 QR TY3331 HSW SPRINKLER LEGEND A MAKE &MODEL (F1 RESP. SIN TYPE FINISH ESC. 205' VIKING ESFR PENDENT FAST VK503 PEND. BRASS N/A 286' TYCO ELO-231B SR TY5151 UPR BRASS N/A 15T TYCO TY -FRB QR TY313 SSP CHROME REC. 155' TYCO TY -FRB QR W323 SSU BRASS N/A 200' 1 TYCO TY -FRB QR TY3331 HSW I BRASS GUARD Wiginton Fire Systems GAN E NORTH 699 Aero Lane Sanford, FL 32771 BUILDING ONE Phone 407.585.3200 M O N RO E ROAD Fax 407.585.3277 SANFORD, FL 32771 PROJECT NAME/ADDRESS: DRAWN BY: g�,�` 0 5/19/17 TRADE PERMIT -TWA W.AMMONS SYS-I"EM 2 FIRE SPRINKLER PLAN - EAS-, NO. DATE REVISIONS E3Y DATE: 5/19/17 SHEET TITLE: 04' 8' _- - SCALE: 1/8” = l'-0” scALE: as NUTED SPKRS THIS SHEET: --- — SPKRS ON JOB: 1,950 AHJ: SANFORD F.D. WFS SALES: P. AZIZ cusT��m1ER: McKEE CONST. PERMIT NO: PENDING •: cam' •''��� s � O � •; o N L -I� �A� \ �' • SEAL: 2010771 PROJECT NO: FP40F DRAWING NO: v M a f fI) Q, C ( ) tD X) cJ, N vJ rod N z O `=� t S to O F u -- < J J cD 3 co U LLN I 04p (J It> c0 N E Q u. c`"o c u L0 OH� n � U J LL nj bo O O - v] LL O r Uc LN �In V) =fin N V) cy U�r co zM m LLL.v) viT njO "-)N �C! �N LL I D Cl a g � oo w o u01 i� z V O u r0rt 0 M L Q T •r �� O vii U) d 'Y' ^ ,J 0 ° U) w w[L d (7GG?p (Y Z - n 1- Z L!J F a a J F - & LL d I- d w w w w z 0 0O 0 EJI w w JJ J J % a a ¢ a U I -- j w CL C) It) n 1- i c-A W - 1 w h c LL w N a �n U) Z rr W -- d N NO `Q b F w<J) 'QbI) 0 Awaair U F 04' 8' _- - SCALE: 1/8” = l'-0” scALE: as NUTED SPKRS THIS SHEET: --- — SPKRS ON JOB: 1,950 AHJ: SANFORD F.D. WFS SALES: P. AZIZ cusT��m1ER: McKEE CONST. PERMIT NO: PENDING •: cam' •''��� s � O � •; o N L -I� �A� \ �' • SEAL: 2010771 PROJECT NO: FP40F DRAWING NO: v M MATCHLINE SHEET FP4 J L.i f� L.L..F W cn MATCHLINE SHEET FP4 SPECIAL NOTE REGARDING M.I.C.: WIGINTON DOES NOT WARRANT THE WATER SUPPLY TO BE FREE OF ANY CONTAMINANTS (MICROSCOPIC OR OTHERWISE) CHAT MAY LEAD TO THE DEVELOPMENT OF MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). OWNER IS ADVISED TO CONTACT THE WATER PURVEYOR TO REVEAL EVIDENCE OF HISTORY OF MIC DEVELOPMENT IN SYSTEMS SUPPLIED BY THE PURVEYOR. WHETHER OR NOT SUCH STUDY IS PERFORMED, WIGINTON DOES NOT WARRANT MATERIALS FROM DETERIORATION CAUSED FROM CORROSIVE CONDITIONS, AND DOES NOT ACCEPT ANY LIABILITY FOR THE EFFECTS OF MIC ON THE DURABILITY OR PERFORMANCE OF T11E FIRE PROTECTION SYSTEM(S) PRESENT OR FUTURE. OWNER MUST MAINTAIN THEIR FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH NEPA CRIFFRIA. NOTICE: IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER/ MANAGER TO PROVIDE THE REQUIRED INSPECTION, TESTING, AND MAINTENANCE OF THIS FIRE PROTECTION SYSTEM AND RELATED EQUIPMENT ACCORDING TO THE LATEST EDITION OF NFPA 25 AND ALL GOVERNING CODES AND ORDINANCES. sfSIL9 1 UM FP -2 A±tE fl' -3 SWEN 2 sna 3 MIN 4 s1w FP -4 SHULT FP -8 situ FP -7 SYSTEM 2 FIRE SPRINKLER PLAN - WEST SCALE: 1/8" = 1'-0° 1" INSP. TE`T W/ �" ORIFICE &. RELIEF VLV. SET TO 175 PS MAX. WORKING PRESSURE_ ELECTRIC BELL --U SPARE SPRINKLER CAB. ---TI 6" FLOW SWfTCHI (�_ HYDRAULIC PLACARD & �l GENERAL INFO. SICK [1 I_1 2" MAIN DRAIN — ` — INATE_R GAUGE_ 6" BUFI ERFLY VALVE BR ( — WITH TAMPER SWITCH 8" RISER HEADER — — - C - PIPE_ STAND (AS REQUIRED) 4 FP5 8" TO SYS. RISERS TYPICAL RISER DETAIL SCALE: 1/4" = 1'-0" 1250 GPM/110 PSI VERTICAL IN-LINE ELECTRIC FIRE PUMP (CLOCKWISE ROTATION) 3 FP5 8" BY-PASS PIPING TO 8" TEST HEADER 8" B.F.U. W/ TAMPER m 8" BUTTERFLY VLV. W/ TAMPER (TYP.) 8" SWING CHECK VLV. 8" BUTTERFLY VLV. W/ TAMPER (TYP.) WFS POINT OF CONNECTION 8" FIRE LINE LEAD-IN 1'-0" AFF (BY OTHERS) FIRE PUMP BY-PASS DETAIL SCALE: 1/4" = 1'-0" 6" SYSTEM 5 NOTE: SEE SHEET FP7 FOR WET RISER FIRE PUMP SENSING LINE SCHEMATIC 6" SYSTEM -3- :__-- - _ ._ __ 6" SYSTEM 4 WET RISER WET RISER BR5 sag BR3 BR0. 6" SYSTEM 2 BR2 BR, 6" SYSTEM 1 WET -RISER- - -- WET RISER ` 8" SWING CHECK VLV. FIRE PUMP �, CONTROLLER PO 1250 GPM/110 PSI VERTICAL -- - --- IN-LINE ELECTRIC FIRE PUMP JOCKEY P ,MP=_ -,--_W_ (CLOCKWISE ROTATION) CONTROLER 1 ° I 125 H.P. J-PH./460 VOLT NOTE: CASING RELIEF VLV. CID 1" B.B. VLV. W/ TAM PE P' SHALL BE INSTALLED VERTICAL 0- SENSING LINE_ U w 1" CHECK VLV c-8" OS&Y VLV. W/ TAMPER M v) JOCKEY PUMP (1" N ) �o 1" B.B. VLV. W/ TAM'E_R SPI, WFS POINT OF CONNECTION 8" FIRE LINE LEAD-IN 1'-0" AFF NV, (BY OTHERS) WFS POINT OF CONNECTION 4" FDC LEAD-IN (BY WFS) 5MILY 3 SYSIBI 2 SH6T FP -C s1SIB1 4 `;I+.FFT fp-5 WET FP -8 SYsIElI , Z SHAT FP•10/II FP5 SULU 5 SIM W-9 KEY PLAN DATE IFS REVIEW AS -BUILT INSTALLATION FABRICATION TRADE PERMIT BLDG. PERMIT RELEASED FOR BY AT CATION SYSTEM DEMAND INFORMATION DESIGN AREA DENSITY/AREA IN (2NO.EM01OF SwW3 'E AREA GPM READ PSI READ HOSE GI ADDS[ �......____ B1 S1 RAI 52 PSI 12 _ 1709.991 32.419 250 B IS 1 RA2 .10GPM1980301r. 10 287.215 38.183 100 B1S2RA1 52 PSI 12 '1709.928 39.124 250 B133RA1 52 PSI 12 1713.479 42.677 1 250 B 1 S4RA1 52 PSI 12 1710.737 1 33.655 1 250 B1S5RA1 .37GPM/2044SQ.FT 1 22 1 1394.581 1 41.223 1 500 AT CATION DESIGN AREA UG3 B1SIRA1 UO3 B1S1RA2 UG3 B152RA1 UG3 B1S3RA1 UG3 B1S4RA1 UG3 B1S5RA1 DESIGN CRITERIA HAZARD SPACING INSIDE H05F. (GPM) STORAGE 100 SQ.FT. MAX 0 LIGHT 225 SQ.FT. MAX 0 STORAGE 100 SQ.FT. MAX 0 STORAGE 100 SQ.FT. MAX 0 STORAGE 100 SQ.FT. MAX 0 STORAGE 100 SQ.FT. MAX 0 GPM) V V VREFEftEfdCE� SVM 1 OTV I K= 250 NFPA 13 (9 1,632 16.8 100 NFPA 13 (9 208 11.2 250 NFPA 13 OR 104 5.6 250 NFPA 13 {) 5 5.6 250 NFPA 13 U w 1 5.6 500 NFPA 13 SIN SPRINKLER LEGEND /EMP' (F) MAKE Y MOOEL RESP. 205' VIKING ESFR PENDENT FAST 286' TYCO ELO-2318 SR 1551 TYCO TY -FRB OR 155' TYCO TY -FRB OR 200' TYCO TY -FRB OR SIN TYPE FINISH ESC. VK503 PEND. BRAS.`_ N/A IY5151 UPR BRASS N/A IY313 SSP CHROME REC. TY323 SSU BRASS N/A TY3331 HSW BRASS GUARD 8" TEST HEADER WITH (6) M" HOSE VALVES FIRE PUMP ROOM PLAN VIEW SCALE: 1/4" = 1'-0" Wiginton Fire Systems 'GAN E H NORTH ---- 699 Aero Lane Sanford, FL 32771 BUILDING ONE Phone 407.585.3200 M O N RO E ROAD Fax 407.535.3277 SANFORD, FL 32771 PROJECT NAME/ADDRESS: DRAWN BY: 0 5/19/17 TRADE PERMIT TWA W.AMMONS SYSTEM 2 FIRE SPRINKLER PLAN - WEST NO. DATE REVISIONS BY DATE: 5/19/17 SHEET TITLE: 0 4' 8' SCALE: 1/8" = V-0" SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON .JOB: 1,950 AHJ: SANFORD F.D. WFS SALES: P. AZIZ CuroMER: McKEE CONST. PERMIT NO: PENDING `��ti�llrrrii,� ti` JQ •, rGNSE �o F w� uj SEAL: 2010771 PROJECT NO: F 5OF 11 DRAWING NO: 0 r g - n w P w F C9 a� w N W �(") p N mr- U) u 4 p (V z t r U w o LL (D O_ o ry m ED .- <o s m O_ l_ N J v3 (O U W r I. cv U C;LO o w V) t c.l N w J u, ;° r_ z cq Eco iu co a - �V) Oz r LL o � �� N r (O U IL.N li (, � In _ o =.i Q CO n O CPI—r0 JV N U -.1- v, cv N I-) _`j, N I - 0 0 I- Ir, J Z d o r-- LO — p ' F Lo ol (11 r- N U Z r C] CO IL N (9 0 4' 8' SCALE: 1/8" = V-0" SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON .JOB: 1,950 AHJ: SANFORD F.D. WFS SALES: P. AZIZ CuroMER: McKEE CONST. PERMIT NO: PENDING `��ti�llrrrii,� ti` JQ •, rGNSE �o F w� uj SEAL: 2010771 PROJECT NO: F 5OF 11 DRAWING NO: 0 r g Wn n w P w Q >Lu ry m ED s m m p cn W 06 u 5 V ° v� _j Q Lljz F_F_cS Q 0 z a °w°Wz� a Q� a !1 Q o w w s �V) Oz r LL o � F LL Q 2 W U) 0- LU O Q W R 0 w w O Q Q Q Q U Ly- I - 0 0 I- J Z F IL o c LL) > U Z Z a r L 4- w mo { + r t 9 N cD IP (n p U) r) w LL O 0 4' 8' SCALE: 1/8" = V-0" SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON .JOB: 1,950 AHJ: SANFORD F.D. WFS SALES: P. AZIZ CuroMER: McKEE CONST. PERMIT NO: PENDING `��ti�llrrrii,� ti` JQ •, rGNSE �o F w� uj SEAL: 2010771 PROJECT NO: F 5OF 11 DRAWING NO: 0 r Zile 1 116TEM 2 i SYSU 3 1 SYM 4 SftFf FV -2 TLY 1I'-4 MEET FP -6 j Dw FP -1 '.. SYSIFI) 3 <Y .-.T %M FP -6 Sr51p/ 1 ZMJ 2 C4 , SYSU 4 SFEET FP -3 S iEu FP -5 GPM SI�ET FP -f _ HOSE GPM AT SYSIF31 F HAZARD ,. INSIDE HOSE OUTSIDE HOSE GOe SPECIAL CG11 SYM MATCHLINE SHEET FP 10/11 RESP. THIS SHEET J Z SY -u 5 %HT FP- KEY PLAN 9 SYSTEM DEMAND INFORMATION N , ] DESIGN CRITERIA 9 w o— z w <Y .-.T Wiginton Fire Systems y' C4 , DESIGN AREA DENSITY/AREA NO. OF SPKRS GPM PSI REQU _ HOSE GPM AT DESIGN AREA HAZARD ,. INSIDE HOSE OUTSIDE HOSE GOe SPECIAL CG11 SYM MATCHLINE K= NPr TEMP. MAKE E MODEL RESP. THIS SHEET SPECIAL NOTE REGARDING M.I.C.: WIGINTON DOES NOT WARRANT THE WATER SUPPLY TO BE FREE OF ANY CONTAMINANTS (MICROSCOPIC OR OTHERWISE) THAT MAY LEAD TO THE DEVELOPMENT OF MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). OWNER IS ADVISED TO CONTACT THE WATER PURVEYOR TO REVEAL EVIDENCE OF HISTORY OF MIC DEVELOPMENT IN SYSTEMS SUPPLIED BY THE PURVEYOR. WHETHER OR NOT SUCH STUDY IS PERFORMED, WIGINTON DOES NOT WARRANT MATERIALS FROM DETERIORATION CAUSED FROM CORROSIVE CONDITIONS, AND DOES NOT ACCEPI ANY LIABILITY FOR THE EFFECTS OF MIC ON THE DURABILITY OR PERFORMANCE OF THE FIRE_ PROTECHON SY` I[EM(S) PRESENT OR FUTURE. OWNER MUST MAINTAIN THEIR FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH NFPA CRITERIA. NOTICE: IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER/ MANAGER TO PROVIDE THE REQUIRED INSPECTION, TESTING, AND MAINTENANCE OF THIS FIRE PROTECTION SYSTEM AND RELATED EQUIPMENT ACCORDING TO THE LATEST EDITION OF NFPA 25 AND ALL GOVERNING CODES AND ORDINANCES. 1 FP6 SYSTEM 3 FIRE SPRINKLER PLAN - EAST SCALE: 1 /d" = 1'-0" 1 MATCHL INE ] THIS SHEET cl- w Ln J U w �--- w Q � V) 1 MATCHL INE THIS SHEET ] _ w r—� Z GL I� J <w Z 2 -STEM 3 FIRE SPRINKLER PLAN -WEST _ FP6 ScALF: l/�" 1 �S REVIEW SYSTEM DEMAND INFORMATION g DESIGN CRITERIA 9 U SPRINKLER LEGEND <Y Wiginton Fire Systems y' N DESIGN AREA DENSITY/AREA NO. OF SPKRS GPM PSI REQU _ HOSE GPM AT DESIGN AREA HAZARD ,. INSIDE HOSE OUTSIDE HOSE GOe SPECIAL CG11 SYM UIV K= NPr TEMP. MAKE E MODEL RESP. ED J Z LL CN /U/ y� //�� , "'7 E NORTH co L./ IN REMOTE AREA REOU f0 c ADDED LOCATION m w .,PACING (DPM) (GPM) PECIAL W j h• IF) „ SIN TYPE FINISH F.`,C. O c 699 Aero Lane i .7-� S `t` »**99 PP YY iii��tl77 !!! 111 i IT) N B1S1RA1 52 PSI 12 1709.991 32.419 250 UG3 B1S1RA1 STORAGE 100SQ.FT.MAX 0 250 NFPA13 r ) 1,632 16.8 3/4" 205' VIKING ESFR PENDENT FAST VK503 PEND. BRASS N/A a' Sanford, FL "32771 BUILDING ON B1S1RA2.I0GPMI9803Q.F'f. LO 10 287.215 38.183 100 UG3 B1S1RA2 LIGHT 225 SQ.FT. MAX 0 100 NFPA 13 (i 208 11.2 3/4" 286' TYCO EL0-2318 SR TY5151 UPR BRASS N/A MOI ROE (AD AS -BUILT B1S2RA'I 52 PSI 12 1709.928 39.124 250 UG3 B1S2RA1 STORAGE 100 SQ.FT. MAX 0 250 NFPA 13� 104 5.6 1/2" 15J IYGO 1Y -FRB QR IY313 SSP CHROME REG. (Y Phone 407.535.3200 N w ' N Q W W 4T; W Fax 407.585.3277 SAN FORD, FL_ 32771 INSTALLATION B133RA1 52 PSI 12 1713.479 42.677 250 UG3 B1S3RA1 STORAGE 100 SQ. FT. MAX 0 250 1 NFPA 13 0 5 1 5.6 1/2" 155'TYCO TY -FRB QR IY.323 SSU BRASS N/A W z J u� FABRICATION B1S4RA1 52 PSI 12 1710.737 33.655 250 UG3 B1S4RA1 STORAGE 100 SQ.FT. MAX 0 250 NFPA 13 44 1 5.6 1/2" 200- TYCO TY -FRB QR TY -3331 HSW BRASS GUARD _ Q PROJECT NAME/ADDRESS: DRAWN BY: TRADE PERMIT B135RA1 .37GPM/2044SQ.FT 22 1394.581 41.223 500 UG3 BIS5RA1 STORAGE 100 SQ.FT. MAX 0 500 NFPA 13 — BLDG. PERMIT W U 5/19/17 rRADE PERMIT TWA W.AMMONS DATE: 5/19/17 SYSTEM 3 FIRE SPRINKLER PLAN SHEET TITLE: DATE RELEASED FOR: BY NO. DATE REVISIONS BY WKI O x g 5 ~ 9 U <Y (f� 0 't N Z Qv z o 0 ---- O co Ll_ l LL m J N ED J Z LL CN /U/ 0C Lq co L./ ro r- CL (9 E ri f0 c _J m w U D LL_ W j h• N LLL ILL<7 Qj O p CA "I "� O -cD C N JN u LID IT) N T U O 1N°J. _ c0 ( I ter: U rJ tr Q 4 o rn IDN N Z U) G c7 G t7 vUi r ) > O (� 0 LLL Z a' O co LO t In <fl EL J U) O CO LL EA U c7 O g 5 ~ 9 U <Y is % W J Z J Y Y W LO [O O m m w ti D LL_ W G o � u. � I) N rr Ir Q Gl,, > 0 vUi cUi> > U 0 Z Z a' O co EL J U) a D d W r z Z V _ (Y N w ' N Q W W 4T; W W rl z .�.. O u W a- W V O Lr q r_v W z J u� O LL I-i J _.J J Q <L <t 0 4, a, %enp SCALE: 1/8' = V-0" SCALE: AS NOTED SPKRS THIS SHEET: -- SPKRS ON JOB: 1,950 AHJ: SANFURD F.D. WFS SALES: P. AZIZ CUSTOMER: MICKEE CONST. PERMIT NO: PENDING C27 ,,•G���1 S E •• .`. 0 rAO Lu Or W 9 iii O� ' • .. ,R \ �� `� SEAL: 2010771 PROJECT NO: F 60F DRAWING NO: 0 0 V <Y J Z W Q ca �) r I) N rr Ir Q Q > } V Z Z a' EL F x a L_l.. Q (Y N w a a- EL o J u� O LL U W r d F d 0 4, a, %enp SCALE: 1/8' = V-0" SCALE: AS NOTED SPKRS THIS SHEET: -- SPKRS ON JOB: 1,950 AHJ: SANFURD F.D. WFS SALES: P. AZIZ CUSTOMER: MICKEE CONST. PERMIT NO: PENDING C27 ,,•G���1 S E •• .`. 0 rAO Lu Or W 9 iii O� ' • .. ,R \ �� `� SEAL: 2010771 PROJECT NO: F 60F DRAWING NO: 0 0 SWSIN 1 WDA 2 ! Sesu 3 SYM 4 SHEET FP -2 SRU FP -4 �', Sfw FP -6 SIM FP -7 SsEu3 i 9T FP -s SHEET FP7 SISIElII SYSIEll2 SYSIE)14 Wff R-3 Sfm rP-5 ME FP -8 SYSIEI.II F SANFORD, FL 32171 SNEET FP .10/11 PROJECT NAME/ADDRESS: N SYS" 5 ,O, N SfffEr FP -9 KEY PLAN SPECIAL NOTE REGARDING M.I.C.: WIGINTON DOES NOT WARRANT THE WATER SUPPLY TO BE FREE OF ANY CONTAMINANTS (MICROSCOPIC OR OTHERWISE) THAT MAY LEAD TO THE DEVELOPMENT OF MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). OWNER IS ADVISED TO CONTACT THE WATER PURVEYOR TO REVEAL EVIDENCE OF HISTORY OF MIC DEVELOPMENT IN SYSTEMS SUPPLIED BY THE PURVEYOR. WHETHER OR NOT SUCH STUDY IS PERFORMED, WIGINTON DOES NOT WARRANT MATERIALS FROM DETERIORATION CAUSED FROM CORROSIVE CONDITIONS, AND DOES NOT ACCEPT ANY LIABILITY FOR THE EFFECIS OF MIC ON THE DURABILITY OR PERFORMANCE OF THE FIRE PROTECTION SYSIFF-M(S) PRESENT OR FUTURE. OWNER MUST MAINTAIN THEIR FIRE PROTECTION SYSIF_M(S) IN ACCORDANCE WITH NEPA CRITERIA. NOTICE: IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER/ MANAGER TO PROVIDE THE REQUIRED INSPECTION, TESTING, AND MAINTENANCE OF THIS FIRE PROTECTION SYSTEM AND RELATED EQUIPMENT ACCORDING TO THE LATEST EDITION OF NFPA 25 AND ALL GOVERNING CODES AND ORDINANCES. WFS REVIEW AS -BUILT INSTALLATION FABRICATION TRADE PERMIT BLDG. PERMIT DA7E RELEASED FOR: MATCHLINE SHEET FP9 by MATCHLINE SHEET FP7 MATCHLINE SYSTEM 4 FIRE SPRINKLER PLAN WEST SHEET FP9 F P 8 SCALE: 1/8" = 11-0" i MATCHLINE :z' cl- L� SHEET FP7 J BUILDING ONE Phone 407.585.3200 MONROE ROAID Fax 407.585.3277 SANFORD, FL 32171 z J PROJECT NAME/ADDRESS: N 10 ,O, N DESIGN AREA DENSITY/AREA f't/AREA NO. OF SPKRS IN REMOTE AREA GPM FEW PSI READ FIOSE GPM ADDED AT LOCATION O[SIGN AREA HAZARD SPACING) HOSE OUTSIDE (GPM) HOSE (GPM SPECIAL CODE REFERENCE gyM CITY I<= NPT i MP' MAKE d MODEL 1 i TYPE FINISH CSC. B1S1RA1 f 12 1709.991 32.419 250 UG3 B1S1RA1 STORAGE WFS REVIEW AS -BUILT INSTALLATION FABRICATION TRADE PERMIT BLDG. PERMIT DA7E RELEASED FOR: MATCHLINE SHEET FP9 by MATCHLINE SHEET FP7 MATCHLINE SYSTEM 4 FIRE SPRINKLER PLAN WEST SHEET FP9 F P 8 SCALE: 1/8" = 11-0" SYSTEM DEMAND INFORMATION :z' cl- L� J BUILDING ONE Phone 407.585.3200 MONROE ROAID Fax 407.585.3277 SANFORD, FL 32171 1— w d PROJECT NAME/ADDRESS: N 10 WFS REVIEW AS -BUILT INSTALLATION FABRICATION TRADE PERMIT BLDG. PERMIT DA7E RELEASED FOR: MATCHLINE SHEET FP9 by MATCHLINE SHEET FP7 MATCHLINE SYSTEM 4 FIRE SPRINKLER PLAN WEST SHEET FP9 F P 8 SCALE: 1/8" = 11-0" AUXILIARY DRAIN ON 1" x 23'-X TO I' GLOBE VALVE AND PLUG. AUXILMY DRAIN: ON 1" x 23'-3) TO 1" GLOBE VALVE AND PLUG. Wiy699 Fire erns SYSTEM DEMAND INFORMATION 699 Aero Lane DESIGN CRITERIA BUILDING ONE Phone 407.585.3200 MONROE ROAID Fax 407.585.3277 SANFORD, FL 32171 SPRINKLER LEGEND PROJECT NAME/ADDRESS: o 10 ,O, N DESIGN AREA DENSITY/AREA f't/AREA NO. OF SPKRS IN REMOTE AREA GPM FEW PSI READ FIOSE GPM ADDED AT LOCATION O[SIGN AREA HAZARD SPACING) HOSE OUTSIDE (GPM) HOSE (GPM SPECIAL CODE REFERENCE gyM CITY I<= NPT i MP' MAKE d MODEL RESP, $IN TYPE FINISH CSC. B1S1RA1 52 PSI 12 1709.991 32.419 250 UG3 B1S1RA1 STORAGE 100SQ.FT.MAX 0 250 NFPA13 (9 1,632 16.8 3/4" 205' IVIKING ESFR PENDENT FAST VK503 PEND. BRASS N/A B131RA2 .l0GPM/9803Q.FT. 10 287.215 38.183 100 UG3 B1S1RA2 LIGHT 225SQ.FT.MAX 0 100 NFPA 13 ® 208 11.2 3/4" 286' TYCO ELO-231B SR fY5151 UPR BRASS N/A B1S2RA1 52 PSI 12 1709.928 39.124 250 UG3 B1S2RA1 STORAGE 100SQ.FT.MAX 0 250 NFPA13 U 104 5.6 1/2" 155' TYCO TY -FRB OR IY313 SSP CHROME REC. B133RA1 52 PSI 12 1713.479 42.677 250 UG3 B133RA1 STORAGE 100SQ.FT.MAX 0 250 NFPA13 U 5 5.6 1/2" 155' TYCO IY-FRB OR IY323 SSU BRASS N/A B1S4RA1� 52 PSI 12 1710.737 33.655 250 UG3 B1S4RA1 STORAGE 100SQ.FT.MAX 0 250 NFPA13 1 5.6 1/2" 200' TYCO TY -FRB OR IY3331 HSW BRASS GUARD B135RA'I 37GPM/2044SQ.Fr 22 1394.581 41.223 1 500 UG3 B1S5RA1 STORAGE 100 SQ.FT. MAX 0 500 NFPA 13 - AUXILIARY DRAIN ON 1" x 23'-X TO I' GLOBE VALVE AND PLUG. AUXILMY DRAIN: ON 1" x 23'-3) TO 1" GLOBE VALVE AND PLUG. Wiy699 Fire erns GAN H NORTH 699 Aero Lane Sanford, FL 32771 BUILDING ONE Phone 407.585.3200 MONROE ROAID Fax 407.585.3277 SANFORD, FL 32171 (v PROJECT NAME/ADDRESS: DRAWN BY: 0 5/19/17 TRADE PERMIT TWA W. AMMONS NO. DATE REVISIONS BY I DATE: 5/19/17 SYSTEM 4 FIRE SPRINKLER PLAN - WEST SHEET TITLE: } In n i (9 rn o w W (v o o 10 ,O, N Z_ _7 N 7 C <Y U T CO w 0 wy p Y y '�//1� v/ J o a U J (OV J M LCV M LD •— TO aft O N E m O L J p(9 w QY cop (W co C6 I J Lr) CL I!IlI a <1' of f- lO If) U LL ILL LL U CJ LL (O I = o LL III (f) 0_ O Z lL I -- Z LL1 = rwn O u) O C (V - D c uJ -T-u N cu F=(O PJ 1' _. N 6 -Y m In �') Q Q (n N a a c �z/ O J ITTILL !.).. _j IT) LO �( LL u I, N O ca 0) �, "j _ If) N 1 L7 C L!_ " L7 ") } n i Z <t U Z w w o o c1 Z_ � w i wy p Y y '�//1� v/ o a F w U H w QY cop (W co C6 T, = J T = J S 0 s J (y rT f O (n W Warg: <�W 2E U O L 0- > 0 0 L Q. O p � IT- toW <_� G u_ w > O 0 <� Q elfW F2 LL III (f) 0_ O Z lL I -- Z LL1 = rwn O N Q Q Q Q Q (n } n U W LLJ Z <t U Z Z J i wy p Y y '�//1� v/ o a F W (� (fJ Q (n In a a c O � (0 CD co ca 0) LO 0 w _ w O 0 4' 8' SCALE: 1/8" = l'-0" SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON .JOB: -1,950 AH.J: SANFORD F.D. WFS SALES: P. AZIZ CUSTOMER: McKEE CONST. PERMIT NO: PENDING 2010771 PROJECT NO: FP 8 OF DRAWING DRAWING NO: w >r +t w r 11114 15 "16 17 w � l 4 (15 �l 6 17 "\:(k PRoTEMD FROM SE 1� LPM SFRIN LERS. e � c v o I 4 j l I I I X04 �)Q --- -- - ------ � j p ... . ...... .. . . . ......... . ...... .^ `^,,. _. �`0�2 ��9 '1-10 O - O�o2 � c . .. . ......... ........... .... ....... ---- -- Q 4 �i O ;- I' I 1 3 I _......... _..._ . __ ___ _ . _ _ . _._ ......_........ _ _ _._...__ _ _L1 i _. _ t7._W, - 1J4" '•r O CD a G __..,.._..-..,.. ILl__._........,-....-._.__._..._,,.__.......__.._... __....,_.._._`.. Ir •- 1) Y _ CV '- <J Q - _ _.. _... _ /O /O (�:' j '-� � � COQ /° ,Q `'J- •- t� COQ ,° u � 1 \ _ /Q /Q _ I p _.._I... 4.1 ", a N 1 w Co I ! „J _ r„-..._ _ _ __ ____ _ _ -_ 0 �. - p b4 _ ___ __ ___ _ py�l._ _ _...-. V"-___ w-• � . ___._ OC . �.» .. U1. ,� .. 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SHELF FP -4 '',. silu FP -6 5F&EF 1P-7 GPM REGU PSI REGU XTEII3 AT LOCATION DESIGN AREA HAZARD 51w FP -6 INSIDE HK (GPM; 5Y -p1 bl'U2 12 51SU4 %w FP -3 SLEET fp-5 UG3 MEF FP -6 STORAGE 100SQ.FT.MAX 555TEY T B13'1RA2 .10CPM/980301r. 10 SFIEFF FP -10/)I 38.183 100 UG3 B13'1RA2 Sim 5 225SQ.FT.MAX 0 B 1 S2RA'1 S1ffET FP -9 KEY PLAN SPECIAL NOTE REGARDING M.I.C.: WIGINTON DOE NOT WARRANT THE WATER SUPPLY TO BE FREE OF ANY CONTAMINANTS (MICROSCOPIC OR OTHERWISE) THAT MAY LEAD TO THE DEVELOPMENT OF MICROBIOLOGICALLY INFLUENCE CORROSION (MIC). OWNER IS ADVISED TO CONTACT THE WATER PURVEYOR TO REVEAL EVIDENCE OF HISTORY OF MIC DEVELOPMENT IN SYSTEMS SUPPLIED BY THE PURVEYOR. WHETHER OR NOT SUCH STUDY IS PERFORMED, WIGINI'ON DOES NOT WARRANT MATERIALS FROM DETERIORATION CAUSED FROM CORROSIVE CONDITIONS, AND DOE NOT ACCEPT ANY LIABILITY FOR THE EFFECTS OF MIC ON THE DURABILITY OR PERFORMANCE OF THE FIRE PROTECTION SYSTEM(S) PRESENT OR FUTURE. OWNER MUST MAINTAIN THEIR FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH NFPA CRITERIA. NOTICE: IT IS THE RESPONSIBILITY OF THE PROPERTY OWNER/ MANAGER TO PROVIDE THE REQUIRED INSPECTION, TESTING, AND MAINTENANCE OF THIS FIRE PROTECTION SYSTEM AND RELATED EQUIPMENT ACCORDING TO THE LATEST EDITION OF NFPA 25 AND ALL GOVERNING CODES AND ORDINANCES. WIFS REVIEW AS -BUILT INSTALLATION FABRICATION _ .._.._ 'TRADE PERMIT BLDG. PERMIT DATE RELEASED FOR: by BUILDING CROSS SECTION AT COLS. 14-18 SCALE: 1/8" = 1'-0" IDE H05E SPECIAL CODE 'PM) REFERENCE SYSTEM DEMAND INFORMATION OTV K= DESIGN CRITERIA DESIGN AREA DENSITVIAREA NO. OF SPKRS IN REMOTE AREA GPM REGU PSI REGU HOSE GPM ADDED AT LOCATION DESIGN AREA HAZARD SPACING INSIDE HK (GPM; B131RA1 52 PSI 12 1709.991 32.419 250 UG3 B1S1RA1 STORAGE 100SQ.FT.MAX 0 B13'1RA2 .10CPM/980301r. 10 287.215 38.183 100 UG3 B13'1RA2 LIGHT 225SQ.FT.MAX 0 B 1 S2RA'1 52 PSI 12 1709.928 39.124 250 UG3 B 1 S2RA1 STORAGE 100 SQ. FT. MAX 0 B1S3RA1 52 PSI 12 1713.479 42.677 250 UG3 B1S3RA1 STORAGE 100 SQ.FT. MAX 0 B'IS4RA1 52 PSI 12 '1710.737 33.655 250 UG3 B1S4RA1 STORAGE 100 SO. FT. MAX ��o B185RA1 .37GPM(2O44S0.FT 22 1394.581 41.223 500 UG3 BiS5RA1 STORAGE 100 SQ. FT. MAX BUILDING CROSS SECTION AT COLS. 14-18 SCALE: 1/8" = 1'-0" IDE H05E SPECIAL CODE 'PM) REFERENCE 8YM OTV K= 250 NFPA 13 RESP. 1,632 16.8 100 NFPA 13 205' VIKING ESFR PENDENT 208 11.2 250 NEPA 13 () 104 5.6 250 NFPA 13 BRASS 5 5.6 250 NFPA 13 1 1,4 1 1 5.6 500 NFPA 13 TY323 SSU BRASS SPRINKLER LEGEND LO x� TEMP. MAKE & MODEL IFI RESP. ,SIN TYPE FINISH ESC. 205' VIKING ESFR PENDENT FAST VK503 PEND. BRASS N/A 286' TYCO ELO-231B SR TY5151 UPR BRASS N/A 155' TYCO TY -FRB QR TY313 SSP CHROME REC. 155' TYCO TY -FRB QR TY323 SSU BRASS N/A 200' ITYCO TY -FRB I OR I TY3331 i HSW I BRASS I GUARD -� WigFire Systems699 Aero Lane GAN E S NORTH Sanford, FL 32771 BUILDING O N E Phone 407.585.3200 M O N RO E ROAD Fax 407.585.3277 SANFORD, FL 32771 PROJECT NAME/ADDRESS: DRAWN BY: 0 5/119/17 TRADE PERMIT TWA W.AMMONS SYSTEM 0 OFFICES FIRE SPRINKLER PIANS NO. DATE REVISIONS By DATE: 5/19/17 SHEET TITLE: 0 4' 8' I%e-mllmmwm SCALE: 1/8" = 1'-0' SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON JOB: 1,950 AHJ: SANFORD F.D. WFS SALES: P. AZIZ CUSTOMER: McKEE CONST. PERMIT NO: PENDING P F i �Ib � G�c�61, .' 6 ;. �-:'\'f r C) w d 61t SEAL: 7 2010771 PROJECT NO: F OF DRAWING NO: w ,w LO x� a Oa ¢ a a Cq U m 7 4 Y 2 vi W F 2 w (7 2 t' W U V Q m J 0 I C)Lo -O a7 N 0 f-1 Q0 C r� N N Ll C9 co @ CO I7� @ c m 0- Y LLL_ = O J �s V J 11 li a J vJ u � < W Q O 'j Z_ n- �- ❑ v 0`) I= u ao O rn rr-- F-- LL G W r✓ W W rn � J E H z uaww w W T c.9 I- (D I- U rJ rY 0 C" OJT O - ll N -1 J J J Q J < N J In LL J IS) U] 0 u DO _ OLr) �N NCNO �� =CJLL p 0 4' 8' I%e-mllmmwm SCALE: 1/8" = 1'-0' SCALE: AS NOTED SPKRS THIS SHEET: --- SPKRS ON JOB: 1,950 AHJ: SANFORD F.D. WFS SALES: P. AZIZ CUSTOMER: McKEE CONST. PERMIT NO: PENDING P F i �Ib � G�c�61, .' 6 ;. �-:'\'f r C) w d 61t SEAL: 7 2010771 PROJECT NO: F OF DRAWING NO: w ,w a O ¢ a a U m O O c7 L 4 W F 2 w (7 2 t' W U V Q I7� a X U Y V Y LLL_ Y S �s r o n � < W Q ° (' Q Q_ u U Z_ n- �- ❑ v 0`) I= u ao O rn rr-- F-- LL G W r✓ W W rn � J E H z uaww w W T c.9 I- (D I- rn o J -1 J J J Q J < J -f- J =� 0 a a �- - Q. 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FIRST FLOOR OFFICE CEILING PLAN 1 2 SECOND FLOOR OFFICE CEILING PLAN FP 11 SCaLE: 1/a" = 1'-0" FP 11 SCALE: 1/8" = 1'—v" - I I I i I 1 I I J... _7 ._-__ f.. L __- .� _ _ .___.� ------ �__.... { .L _ ___ __ �__-__-._ _. — -PENDENT ESFR SPRINKLERS ON 2Y2" BRANCH LANES 4" CROSS MAIN P. —T--- � � L o NOTE: � � sm[a I S1SIE!! 2 slsi s srslfu + ~ o A MINIMUM 36" MUST BE MAINTAINED FROM o q#lr IF -2 910 FPA s EU FP -s situ up-/ Av I ' SPRINKLER DEFLECTOR TO TOP OF PRODUCT a I IN STORAGE AREAS PER NFPA 13, 2010 ED. I ti n SYirE11 J S0_u fp-8 N ;1SfjY I SFU 2 ZILM 4 :mf FP -5 - Situ FP -8 S151EV 1 `71ER F7-10/II S1JTF!! 5 SIIf1:T FP -9 KEY PLAN � I NOTE REGARDING M.LC.: ___.____�.__ —.» __— _______ _— --------- SPECIAL WIGINTON DOES NOT WARRANT THE WATER SUPPLY TO BE FREE OF ANY I I I I CONTAMINANTS (MICROSCOPIC OR OTHERWISE) THAT MAY LEAD TO THE DEVELOPMENT OF MICROBIOLOGICALLY INFLUENCED CORROSION (MIC). OWNER IS ADVISED 1`0 BUILDING CROSS SECTION A T COLS. 14-18 CONTACT THE WATER PURVEYOR TO REVEAL EVIDENCE OF HISTORY OF MIC _._......_ DEVELOPMENT IN SYSTEMS SUPPLIED BY THE PURVEYOR. WHETHER OR NOT SUCH " STUDY IS PERFORMED, WIGINTON DOES NOT WARRANT MATERIALS FROM FP 11 SCALE: 1/8 = 1 -0 DETERIORATION CAUSED FROM CORROSIVE CONDITIONS, AND DOES NOT ACCEPT ANY LIABILITY FOR THE EFFECTS OF MIC ON THE DURABILITY OR PERFORMANCE OF THE FIRE PROTECTION SYSTEM(S) PRESENT OR FUTURE. OWNER MUST MAINTAIN THEIR FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH NEPA CRITERIA. NOTICE:YSTEM DEMAND INFORMATION DESIGN CRITERIA SPRINKLER LEGEND WFS���� ND OF SP{(RS ITDSEGPM AT INSIDE HOSE OUTSIDE HOSE SPEOIAL CODE TEMP. WlglntQn Fire Systen"iS �+"1�`"f {j p TI S THE RESPONSIBILITY O F THE PROPERTY DESIGN AREA DENSITY/AREA N I(EM JIE NiEA GPM READ PSI REQ. ADDED LGCA(ION DESIGN AREA HAZARD SPA !NG CPn1) GNM) REFERENCE SYM pTV K= NP7 (FI — MAKE 8 h100F1. RESP 51N TYPE FINISiI EGG 699 Aero Lane 0q '��a+ i9 -91 8151 RA1 52 PSI 12 1709.991 32.419 250 UG3 B1 S1 RA1 STORAGE 100 SQ. FT. MAX 0 250 NFPA 13 1,632 16.8 3/4" 205' VIKING ESFR PENDENT FAST VK503 PEND. BRASS N/A Sanford, FL 32771 BUILDING O N E NORTH OWNER/ MANAGER TO PROVIDE THE REQUIRED B1SIRA2 .100PMi980SQ.Fr. 10 287.215 38.183 100 UG3 BiS1RA2 LIGHT 225SQ.FT.MAX 0 100 NFPA13 � 208 11.2 3/4" 286' TYCO ELO-2318 SR TY5151 UPR BRASS N/A -IF INSPECTION, TESTING, AND MAINTENANCE OF AS -BUILT B1S2RA1 52 PSI 12 1709.928 39.124 250 UG3 B1S2RA1 STORAGE 100 SQ. FT. MAX 0 250 NFPA13 104 5,6 1/2" 155' TYCO TY -FRB OR W313 SSP CHROME REC. Phone 407.585.3200 MONR.OE ROAD THIS FIRE PROTECTION SYSTEM AND RELATED INSTALLATION 8153RA'1 52 PSI 12 1713.479 42.677 250 UG3 B1S3RA1 STORAGE 100SQ.FT.MAX 0 250 NFPA 13 \ 5 5.6 1/2" 155' TYCO TY -FRB QR TY323 SSU BRASS N/A Fax 407.585.3277 , FL 32771 EQUIPMENT ACCORDING TO THE LATEST FABRICA rION B134RA1 52 PSI 12 1710.737 33.655 250 UG3 B1 S4RA1 STORAGE 100 SQ.FT. MAX 0 250 NFPA13 1 5.6 1/2" 200' TYCO TY -FRB QR TY3331 HSW BRASS GUARD PROJECT NAME/ADDRESS: SAN FORD EDITION OF NFPA 25 AND A l_ L GOVERNING TRADE PERMIT B1S5RAi 37GPMi2O443Q,FT 22 1394.581 41.223 500 UG3 B135RA1 STORAGE 100 SQ.FT. MAX 0 500 NFPA13 DRAWN BY: CODES AND ORDINANCES. BLDG. PERMIr 0 5/19/17 TRADE PERMIT TWA W.AMMONS SYSTEM 6 OFFICES CEILING PLANS DATE RELEASED FOR: BY NO. DATE REVISIONS BY DATE: 5/19/17 SHEET TITLE: am— 0 4' a' RI -arm SCALE: 1/8" = V-0" SCALE: AS NO TED SPKRS THIS SHEET: --- SPKRS ON .JOB: 1,950 AHJ: SANFORD F.D. WFS SALES: P. AZIZ CUSTOMER: MCKEE CONST, PERMIT NO: PENDING � s PFlF ,...... T 861. Q �5 vk SEAL: 2010771 PROJECT NO: Fpl 1 OF DRAWING NO: v M m >< � U N � WcN m -r acv Z T A Q _j L Q ) O Q V) 1) I cV -J (o U �) U to n <� 0 m n c -1 w o U f- w : 1n U J Q CJ rj N ii O Io _ � w tv 76 Ir @ (� t� cV u oT am r) a L L 0 m U- .U-. N y L w a V L° i� w z 01 � K lu O a w CT.1 If) Q Ly w m it v vim'-, I -'i S Q ti _ U cUn > Gi O Iw IW W 4 W R n 0. I W W Ff W ] W W ] W L a r i O IJ O W W U W U 0 U cY III -E Ll l C�1 ly- J T < < f U F u L W vs � ti C7 L a N rJ !1J � w D a V r O Z y t� W � O F T i W < �QW (� o Q oco w L 0 m co LO z p u 0 4' a' RI -arm SCALE: 1/8" = V-0" SCALE: AS NO TED SPKRS THIS SHEET: --- SPKRS ON .JOB: 1,950 AHJ: SANFORD F.D. WFS SALES: P. AZIZ CUSTOMER: MCKEE CONST, PERMIT NO: PENDING � s PFlF ,...... T 861. Q �5 vk SEAL: 2010771 PROJECT NO: Fpl 1 OF DRAWING NO: v M m Ln "C3 U >1 m. 4-j LO 4..j 7� 0 j na 41 ,— M vo CL vi PO 0 43 Q) > Ql 7 as OU Bas p ID ani 5 cu pas Q4-1 q) 4-J V1 4--d cu C q) cy 00 V) 0 0 D (1) .C: 04-) 0 4--;V) Q) �4 0 01— > U V� OJ 76 V) 4- OL V)^ 4-J cU V)j= Q r�)n Ot `-'p 0 4-- 0) 0 (U 4-d Q) 04--) Ono E na 4-J = U Q) 4-1 u CD, 0 �O 4-� 4-4 NORTH 4) E N L/'-ANR(O""34E"L")D"U""',MESTIC WATER 2n.d FLU"NOR PLAIN SCAE : 3/16" = V -O" NORTH ENLARGED DOMESTIC WATER 1st FLOOR PLAN /2 ENTIRE SHEET (I (. REV1010 0 4`0 a. 2 �p cv j �lvll Q,(N 4.-/ V) 0 Q vi 0 Ew 0-- Q 4-d U V� 0 24— z: .� Q) n4z ars to on ra �2 m— >i Of) C,� 03 E PLUMBING,/PIPING NOTES -1. * COORDINAlt ALL PIPE ROUTING WITH ALL OTHER TRADES PRIOR TO INSTALLATION. ROUTE ALL PIPING TO AVOID DUCTWORK, ELECTRICAL RACEWAYS AND BUILDING S : TRUCTURE, IF kNETRATiONS THOUGH STRUCTURAL MEMBERS ARE REQUIRED FOR PLUMBING INSTALLATIONS, NOTIFY STKQCTURAL ENGINEER PRIOR 10 INSTALLATION TO INSURE THAT STRUCTURAL INTEGRITY IS MAINTAINED, IF ANY DISCREPANCIES OCCUR IN "THE FIELD THE ENGINEER NEEDS '40 BE C'ONTACItb PRIOR TO CONSTRUCTION. 2, ROUTE ALL PIPING CONCEALED ABOVE CEILINGS, WITHIN WALLS OR CHASES EXCEPT AS SPECIFICALLY NOTED. 3, # PIPE ROUTING IS DIAGRAMMATIC AND IS INTENDED TO INDICATE GENERAL RQUTING, PLUMBI 1 NO CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS? AND rfT-nNGs REQUIRED FOR PROPER INSTALLATION AND To MAINTAIN CLEARANCES AS ;ENCOUNTERED IN FIELD, 4, ALL PLUMOINQ INSTALLATIONS AND IMATERiks SHALL BE IN STRICT ACCORDAN'(E WITH FLORIDA 2014 PLUMBING COPE APPLICABLt ADA REGULATIONS AND AUTHORITIES HAVING JURISDICTION . 00 THIS PROJECT, 5, PROVIDE ACCESS PANELS 16 ALL VALVES WITHIN CHASES OR ABOVE N()N-,ACCE$!$IBLE CEILINGS. DRAINAGE PIPING Y AND LARGER SHALL SOPE OaSS THAN 1/8' FALL PIER'�QOT, PIPING LESS THAN Y SHALL SLOPE A MINIMUM OF 1/4" PER POOT. 7, VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS AND SIZO OF ALL UTILITIES WHICH ARE TO BE CONNECTED BEFQRE INSTALLATION, ALL VENTS THROUGH ROOF SHALL BE MINIMUM 10'-0* FROM AIR INTAKES, 9, PLUMBING CONTRACTOR SHALL INSTALL DIELECTRIC UNIONS AT ALL CONNECTI(AS OF DISSIMILAR MATERIALS, 10. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF AND INSTALL, UNION At EACH PIECE OF EQUIPMENT, FIXTURE AND APPLIANCE SERVICE P61NT QONNEOTION, II, INSTALL PkFSSURE!REbUCINlQ VALVES ON BRANCH LINES SERI ANG FIXTURES AND/OR WIPMENT, WHEN WATER PRESSURE EXCEEDS 60 IPSI. 12, WASTE., TRAP AND' VENT S12ES SHALL BE IN ACCORDANCE WITH APPLJCABLI CODES, 13, ALL FLOOR DRAINS SHALL HAVE TRAP PRIORS. 14. SOIL, WASTE, AND 'VENT PANG SI -14L BE 8Q!HEDULE'40 PX ALL MATERIALS AND INSTALLATION, PRACTI'iTS SHALL BE IN STRICT ACCORDANCE W171-1 THE LATEST APPLICABLE STATE AND LOCAL COOFS. TRANSITION PIPE rro CAST IRON DWV AT FIRE RATED WALL !PFNETRAflONS AND 3M PJRECAULK PENETRATION, 15. ABOVE GR,�VND DOMESTIC WATER PIPING SHALL BE TYPE 1" COPPER, L UNDERGRO NQ SHQBE TiPE "K", FlTnN0$ ARE NOT PERMITTED EOW G CONTRACTOR SHALL.PPOVIOF ALTERNATE PINGING FOR, "FLOGOARD GOLD" CPVC DOMESTIC W,TER PIPING WITH SOLVENT WELDED FITTINGS, IF CPVC PIPE IS SELECTED FOR INSTALLATION: TRANS11)QN PIPE TO COPPER INS IRE RAfFD WALL PENETRATIONS AND 3M FIREQAijLx PENETRATION, 16, SUPPORT ALL PIPING SYSTEMS IN ACCORDANCE WITH APPLICABLE CODES AND WITH INDUSTRY STANDARD$ FOR HANGER AND WALL MOUNTED SUPPORT SYSTEMS, 17, ALL COPPER PIPE PENETRATIONS THROUGH ONCREU FLOORS SHALL BE INSTALLED WITH SLEEVE THROUGH FLOOR, AND CAUKI), 18, INSULATE ALL HOT WATER PIPING SYSTEMS ,'WITH MINIMUM 1" THICK R#6.8 CLOSED CELL FOAM INSULATION, ARMAFLEX, IMCOA, OR EQUAL. PLUMBING F -I T RE SCHEDULE ALL PLUMONG FIXTURES ARE BASIS OF DE%N, SUOSTITUTIQNS OF "EQUAL" OUIPMENO MAY K SUBMITTED FOR APPROVAL, ALL PLUOING FIXTURES TQ BE WHITE UNLESS NOTED. REFER TO ARCHITECTURAL SHEETS FOR MOLINTING; I HEIGHTS OF WALL MOUNTED FIXTURES. HWC: HANDICAPPED WATER CLOSET: "AMERICAN STANDARD" 240.016 "CADET" RIGHT HEIGHT FLOOR MQVNTED TANK NJE VITREOUS CHINA 1.6 GALLON LOW CONSUMPTION, PRESSURE A$SlStED TOILET WITH *BEMIS" NO, l*-SS/C OPEN FRONT SEAT LESS COVER. PROVIDE ANGLE STOP AND SUPPLY. `MEETS ADA GUID�LINES, WC: WATER CLOSET: *AMERICAN STANDARD" 2462,016 "CADET"' FLOOR MOUNTED I TANK TYPE VITRtOUS CHINA 1,6 GALLON LOW CONSUMPTION, PRESSURE 'ASSISTED TOILET WITH *BEMIS" NO. 1955-"SS/C OPEN FRONT SEAT (ESS COVER. PROVIDE ANGLE STOP AND SUPPLY. UR: URINAL: "AMERICAN STANDARD" !MMBRook MODEL 6561.617 WALL HUNG 1.0 GALLON FLUSH URINAL, SEE ARCH. PLANS FOR MOUNTING HEIGHT, PROVIDE COMPLEt WITH WALL MOUNTED 'CARRIER WITH HANGER BRACKET, PROVIDE SLOAN" 186-1.0, FLUSH VALVE. HLAY. :LAVATORY: "AMERICAN STANDARD" *LUCERNE* WAIL HUNG (AT HAS HEIGHT) 1TRE00 CHINA LAVATORY MODEL 0355.612, PROVIDE COMPLETE tWITH *AMERICAN -,STANDARD 7385,004 FAUCET WITH SINGLE LEVER HANDLE, 4' 4�' CEN-OSET, GRID STRAINER, CHROME PLATED CAST BRASS *P" TRAP, AND ANGLE STOPS AND SUPPLIES. INSULATE ALL UPOSED PIPING PFR A,DiA REQUIREMENTS, LAV. l AVATOV: "AMERICAN STANDARD' PAQVALYNN CO . ONTERTOP DROP IN TYPE VITREOUS CHINA LAVATORY MODEL 0476.028, PRO ADE COMPLETE CH "AMERICAN STANDARD 7385,004 FAUCET WITH SINGLE LEVER HANDLE, 4" CENTERSET, ORID. STRAINER, CHROME PLATED OST BRASS "P* TRAP, AND ANGLE STOPS AND SUPPLIES. HS: SINK: ` , ADVANC*( TABCCr 7 -PS -68, STAINLESS S ' TLEL WALL MOUNT 1 COMPARTMENT SINK WITH T&S K-316 4" CENltRS WALK MOUNT FAUCET WITH WRISTOLAOE HANDLES, CAST BRASS P-TRAIP W/CLEANOUIT PLUG, H&CW;SUPPLIE9 AND ANGLE STOPS AND BASKET STRAINER. PROVIDE TUBULAR WALL :SUPPORTS 7 -PS -24, PROVIDE WALL MOUNT BRACKET. SKI: SINK: "ELKAr bLR 3322-10 TY4 302 STAINLESS STEEL SELF RIMMING � COMPARTMENT '$INK 3 HOLE PUNQH, PROVIDE "MOEN* CHATEAU 7430' FAUCET SINGLE LEVER HANDLE W/sPRAYER, CAST BRASS P -TRP WIH CLEANOUT PLUG, HOW SUPPLIES ANCA ANGLE" =PS, AND BASKET STRAINER. ',sk2: SINK: nELKAr kR 2522 TYPE 362. STAINLESS STEEL SELF RIMMING SINGLE COMPARTMENT SINK 3 HOLE PUNCH, PROVIDE PMOEN" CHATEAU 1425 FAUCET SINGLE LEVER HANDLE LOS SPRAYE CAST BRASS P�IRAP W11H CLEANOUT PLUG, HOW SUPPLIES AND ANGLE' STOPS, AND BASKET STRAINER. 3 -!COMP SINK: OWNER PROVIDED, CONTRACTOR IK$TALLED, HSH: HANDICAPPED SHOWER FIXTURE: "AMERICAN STANDARD" MODEL 166Z601 ,SHOWER SYSTEM KIT INCLUDING PRESSURE BALAN; SHOWER, QED VALVE, HAND �59" HOS5, SLIDE BAR AND VACUPM BREAKER, MS: ANITORS MOP SINK: "FIAT" MSB !�424 MOLDED STONE FLOOR MOUNTED SINK WITH 830 -AA SERVICE FAUCET, 832 -AA HOE AND I RACKET; �89-CC MOP HANGER AND 3* QUICK DRAIN CONINILOTOR, HANDICAPPED BILEVEL ELECTRIC WATER 'COOLER: PELKAY" BARRIER FREE WALL MOUNTED WATER COOLER MODEL EZSTLOLC, PROVIDE CW WiPPLYAND ANkE STOP AND FLOOR MOUNTED CARRIER. 'REFER TO ARCHITECTURAL SHEEft FOR MOUNTING HEIGHT, L WH: ELECTRIC WATER HEATER. "RAEEM- MODEL X066 STANDARD 65 GALLON WATER Ht-,ATER WITH (2) 4500 WATT 208V/1PH SIMULTANEOUS HEATING ELEMENTS. PROVIDE AND INSTALL 24 HOUR 7 DAY TII ER WITH PUSH -,BUTTON OVERRIDE;, TMV: '7URN"-:Zw1070XL THERMOSTATIC MIXING YALVE. INSTALL AND PIP MIXING VALVE AT FIXTURE AS 'INDICATED ON DRAWINGS -PER CODE AND MANUFACTURERS RECOMMENDATIONS. SET 10 105 I!PEGREES, SIZE VALVE PER FIXTURE CONNECTION, FD: 'FLOOR DRAIN: ''.ZURN" F02321 -C -P WITH 1/2* TRAP PRIMER CONNECTION, ,,51ZE AS INDICATW, ON ISOMETRIC, EACH FLOOR DRAIN TRAP SEAL SHALL '$E PROTECTED BY AN APPROVED TRAP PRIMER LOCATED AT THE CLOSEST FREQUENTLY USED FIXTURE, INSTALL FOR POSITIVE DRAINAGE OF FLOOR. FS: 40OR SINK: "ZU RN* Z-1902 12";12mx10* DEEP FLQOR SINK WITH 1/2 GRATE, EEO, WALL MOUNTED EMERGENCY EYE WASH BARRIER FLEE (BRADLEY) MQDEL# S19224EW, -YELLOW PLASTIC!,90WL, ADA COMPLIANT, 1/2xCW SUPPLY, FLOOR ACCESS OVER: 'ZURN' ��-1400 ROUND �TH SCORJATED NICKEL BRONZE TYPE COVER SUITABLE FOR OUTDOOR IN8,TALLAT1011S. PROTIDE 'QQVER SUITABLE FOR CARPET OR TILE INSERT FOR INDOOR INSTAL(ATIONS, 'WALL ACCESS COYER: "ZURN* Z-1469 ROUND STAINLESS STEEL fyPE, PROVIDE AND INSTALL WATER HAMMER ARRFSTOR '7URN* MODEL Z-1700 SIZED AS REQUIRED BY THE TABLE' i,9ELOW. INSTALL "PER MANUFAC11UIRERS RECOMMENDATIONS IN LOCATION,,$ AS RE0MMENQED BY P,D,I, STANDARDS. P.D,11 UNITS A 6 C D E F FIXTURE UNIT 1-11 112-32 3360165-330 01-113 114454 WLCU fo".. F3 I ld SINK., FIXTU91E SUPPLY TRAP PRIMER FITTING. - FLOOR DRAIN WASTEWATER' PRETRrATMENT CALCULATION STANDARID PDI -0101 TAOLE 8.3.2 PROCEbURE FOR SIZING INTERCEPTORS THREE COMP SINK D,FU. IINTERCEP0 tO MINUA (DECANT TIME) SIZE OWULAIJON FOR, 3 -COMP INK: T, m8u Q T- Slug 24192 CUMIN, 231 = 104.7 GPM Qp-m x i7l$ - X5 GPM PER GALLON 1,0 MINUIt WLCU fo".. F3 I ld SINK., (2 Jjbx"l 1195) x1l'ILF 1400 CU -IN, 231 CU -IN - = 6.1 GPM !1,0 MINUTE - 4.6 GPM PER GALLON 3 TOTAL CAOACITY FOR SINKS : 83.1 GPM GREASE TRAP KHEDULE NOTES PROJECT DRAWING GREASE TRAP ID: Gl�l UNDER COUNTER/SINK GREASE 1RAP MAKE., OLD(AsTLE PRECAST GREASE TRAP MODEL: 750 GALLON CREASE 7RAP (IDENTIFIED AS G14-1 ON THE PROJECT DRAWINGS) DESCRIBED ABOVE: TWO (2) 3 GOMP SINK TWO (2) HAND SINK FIXTURE""' UNIT CvuNT MINIMUM WATER SERVICE SIZE — FLORIDA BUILDING CODE 2014 — PLUMBING itm yT DESCRIPTION QTY, TRAP SIZE D,FU. TOTAL D.P,V, i TOTAL WIS-Flul CONSTRUCT WtI DED BASE Of WATER (FLUSH T01() 3 4.0 1210 6.0 15.0 (TMCAL) LAVATORY 6 I—l/ 1.0 6"Q .O '12.0 EWC 'ORINKIO FOUNTAIN 1 0.,5 0.6 6,25 0.25 SK/HS SINK 4 1—I/t' 2,'Q 8.0 8.0 3�comp SINK ... . . . ...... 2 31, 5,10 10.0 4-0 8.0 MOP s0x f 3*1 5.0 5. 3,0 3.0 H$H HANDICAPPED SHOWER 2' 2" 10 6.0 -3.0 6.0 TOTAL FIXTURE UNITS: ---------- 47*i5 52.25 W.S.F.U. 612.25 (60) 32 GPM MINIMUM 1-1/2" WATER SIZE (PER TABLES- E1103'13(2), E11063,3(3), 001,1) D.F.U. 47.5 — PER TABLE 709.1 FIXTURE STOP F 1/2" TRAP PRIMER LINE WITH SLOPE 1'0 FLOOR DRAIN. 4" MEP SEAL NOT TO SCALE W JP! ISFIDETAI,� APPLIE$ TO ALL FLOOR DRAWS. VALVE MUS BE AMSSIBLE. FOR INSPECTION AND REPAIR. PROVIDE ESCUTCHEONS AS SHOWN, A ENTIRE SHEET VALMEVE, ROUTE EXPANSION ' $CHARGE NLL "WAff$* PLT 00 1 E TO ABOVE M& EXPANSO TANK AND SERVU CHECK VALVE, ,I OREVEN10 �111-1111 1A WAO CIRCULI 0H 10V" o�-"'y, , - PUMP; "TACO* MODEL 006 4��- 116� 1 /35 HP, WIRE 10 'W' OM,ATE WHEN HEATER 4 I5 rNmwm tk4 I HEAT TRAP TO R,%EF VALVE - DISCHA11(;Efi,e�, LULL SI TO MOP $INK, Im "oo w N w m .w ev 'IV 'IV 0 rRACTOO SHALL Q 'TO i S12E A" g MODATE WATER HEALER AND PAN. CONSTRUCT WtI DED BASE Of PLA' WELDED 2"x2"91/4"MkES, PROVIDE To �Za 3/4" OUTDOOR. TYPE PLYYbW (TMCAL) TOP TO SUPPORT HEATER, OVERALL HEICAT OF WA0 HEATER SUPPORT SHALL k 14° QR HIGH 04OUGH Td ACCOMMODATE T&P AND PAN DRAIN LINES DISCHARGE INTO.*P SINK, WATER HEATER DETAIL NOT TO SCALE w N w m .w ev 'IV 'IV 5, 0 0 ro C= LJ 0 Q) 65 = 0 ra ro -2 ul Ln a) c: V" tA (u 4-J p44.- twit 0 L) 0 U 4O -J L) -r- 6. pear 0 L) U 4-j 0 0 U 0u L) ro 0 GJ on 0 un cl r'3 CL E Ln " 0 0 F: vow 0 0 4-j 6j ro cr CL Qj 0 L) ern 6 E -c w. 6n 4-0 r. V J.j e- 4--1 0 0 0 4-j 4-J SNC.! >, 0 E L) M I- 2"RISER IN WALL FOR SK2 FIXTURE ON SECOND FLOOR. 3"VTR > 04 230 > > lk I > 2 i041 NN rib>1 Ik . 2"VTR 1 >1 cq > '7 AENTIRE SHEET ING ORD A, RE��s�oR- -w -w ARCHITECTURAL DYNAMICS, INC 28fb PICKFAIR STREET - ORLANDO, FL - 3280', PH -;Q7 897 5461 ARCHSCCV-ECOOLWA'� Ilion w v" vq v� r c h d y n= c o m ARCHITE::-JRAL CORPOPATION REWTRATION N),1413ERAAZO2'64 11 T=RIOR DESI!:M REGISTRArl(N NU#BEPI "26001339 PLAN SUBMISSIONS Et REVISIONS PERMIT: 20 JULY 2016 REVISION: ADDITION OF COFFEE AREA, 31 MARCH 2017 REVISION: DATE 1'1cKe CO. C0NSTRUCr1ONe GENERAL CONTRACTORS uj LL- �ce z 0 10 co u - ::E z ARCHITECT SEAL f SIGNATURE KENNETH L. EIERMANN P.L. okkk4l 11141 W761 N.\\\ NN + 0' ST 1T OR flown: JLP BJS reviewed: BJS I�r<i1act code. 2016-25 Ijiian: ............ I SHEET INFORMATION BUILDING #1 SANITARY ISOMETRICS SHEET NUMBER 1 INN P4*3 SA ING ORD A, RE��s�oR- -w -w �i-p c: u V1 l �o Q1 4J J in ca o C. 0 (j ro� ��cl c O rA V o c X10410 .� i 4-J N r,U � V � o "C o 0 5 � (Li CL 4 (� Op n `f c� �� Q V) 4-J to A..1 �TJ C7 4-J cuE 3/47H&CVS y :'(ONNECT 3/4"HWR 10 CIRC PUMP AT .- WH, REFER TO EWH DETAIL, DOM ES- T NOT TO SCALA r, .l1w ;�- low 0�0 owl C WATER, PIPING. ISOMETRI.0 21 3/4 "H&M Efw, , CONNECT NE W2"CW TO EXITING, FIELD VrRIFY SIZE A,ND LOCATION PRIOR 1'0 CONSTRUCTION. EXISTING 2%W RISER, FIELD VERIFY SIZE AND LOCATION PRIOR TO CONSTRUCTIO4, ENTIRE SHEET c 1 000 GENERAL NO -FES: 1. STRUCTURAL CONTRACT DOCUMENTS SHALL BE USED IN CONJUNCTION WITH PROJECT SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. REVIEW ALL DOCUMENTS FOR OPENINGS, DEPRESSIONS, EQUIPMENT WEIGHTS AND LOCATIONS, EMBEDDED ITEMS AND OTHER DETAILS NOT SHOWN ON STRUCTURAL CONTRACT DOCUMENTS. 2. DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND ENGINEER OF RECORD BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. 3. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF RECORD. 4. DO NOT SCALE DRAWINGS. 5. DETAILS LABELED `TYPICAL DETAILS" ON THE DRAWINGS SHALL APPLY TO ALL SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF THE DETAIL TO ITS LOCATION ON THE DRAWINGS CAN BE DETERMINED BY THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT THEY ARE REFERENCED AT EACH LOCATION. QUESTIONS REGARDING APPLICABILITY OF TYPICAL DETAILS SHALL BE DETERMINED BY THE ENGINEER OF RECORD. 6. STRUCTURAL CONSTRUCTION DETAILING NOT SPECIFICALLY SHOWN SHALL BE PERFORMED IN ACCORDANCE WITH DETAILS SHOWN FOR SIMILAR CONDITIONS AND MATERIALS. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS. 7. THE GENERAL CONTRACTOR SHALL COMPARE THE ARCHITECTURAL AND STRUCTURAL CONTRACT DOCUMENTS AND REPORT ANY DISCREPANCIES BETWEEN EACH SET OF DRAWINGS AND WITHIN EACH SET OF DRAWINGS TO THE ARCHITECT AND ENGINEER OF RECORD PRIOR TO THE FABRICATION AND INSTALLATION OF ANY STRUCTURAL MEMBERS, 8, THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, PROCEDURES, TECHNIQUES, SEQUENCE AND SAFETY. THE ENGINEER DOES NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT BE RESPONSIBLE FOR, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSION OF THE CONTRACTOR, SUBCONTRACTOR OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 9. THE STRUCTURAL ENGINEER'S OBLIGATIONS TO REVIEW SHOP DRAWINGS AND OTHER SUBMITTALS AND TO RETURN THEM IN A TIMELY MANNER ARE CONDITIONED UPON THE PRIOR REVIEW AND APPROVAL OF THE SHOP DRAWINGS OR SUBMITTALS BY THE CONTRACTOR AS REQUIRED IN THE .CONSTRUCTION CONTRACT, 10. PERIODIC SITE OBSERVATION BY FIELD REPRESENTATIVES OF SCHUCHMANN STRUCTURAL ASSOCIATES IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN GENERAL ACCORDANCE WITH THE DESIGN INTENT OF THE STRUCTURAL CONTRACT DOCUMENTS, THIS LIMITED SITE OBSERVATION SHALL NOT BE CONSTRUED AS EXHAUSTIVE OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK PERFORMED, 11, A FIELD REPRESENTATIVE OF EACH DELEGATED ENGINEER SHALL PERFORM SITE OBSERVATIONS (ONE MINIMUM) AS REQUIRED TO DETERMINE IF THE WORK OF THE DELEGATED ENGINEER IS PROCEEDING IN GENERAL CONFORMANCE WITH THE INTENT OF THE SHOP DRAWINGS PREPARED AND SUBMITTED BY THE DELEGATED ENGINEER. A WRITTEN FIELD OBSERVATION REPORT SHALL BE SUBMITTED TO THE ENGINEER OF RECORD NOTING CONDITION OF WORK. 12. ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE TO OBTAIN LIFESPAN AND TO ENSURE STRUCTURAL INTEGRITY FROM EXPOSURE TO THE ENVIRONMENT. A PLANNED PROGRAM OF MAINTENANCE 'SHALL BE ESTABLISHED BY THE OWNER. THIS PROGRAM SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO, PAINTING OF STRUCTURAL STEEL, PROTECTIVE COATINGS FOR CONCRETE, SEALANTS, CAULKED JOINTS, EXPANSION JOINTS, CONTROL JOINTS, SPALLS AND CRACKS IN CONCRETE, AND PRESSURE WASHING OF EXPOSED STRUCTURAL ELEMENTS EXPOSED TO A CORROSIVE (SALT) ENVIRONMENT OR OTHER HARSH CHEMICALS. 13. FINISH FLOOR ELEVATION (FIRST FLOOR) OF 0"-0" IS USED AS A REFERENCE ,ELEVATION. SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DOCUMENTS AND USE OF CAD FILES BY ANY CONTRACTOR, SUBCONTRACTOR, ERECTOR, FABRICATOR OR ,,,MATERIAL SUPPLIER IN LIEU OF INDEPENDENT PREPARATION OF SHOP DRAWINGS IS PROHIBITED, 1060 DESIGN LOADS: 1. THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, 2014 EDITION AS SUPPLEMENTED BY LOCAL AMENDMENTS. 2. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS STANDARD MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010 EDITION (ASCE 7-10): ROOF LOAD: LIVE LOAD..............................................20 PSF COLLATERAL LOAD ALLOWANCE............ 5 PSF METAL ROOF PANELS AND PURLINS..... 4 PSF 1060 DESIGN LOADS (CONT'D.): MEZZANINE FLOOR LOAD: LIVE LOAD.............................................100 PSF COLLATERAL LOAD ALLOWANCE............ 5 PSF PARTITION LOAD ALLOWANCE............ 5 PSF FLOOR DEAD LOAD................................50 PSF ALL ADDITIONAL LIVE AND DEAD LOADS SHALL BE DETERMINED AND SPECIFIED BY THE METAL BUILDING MANUFACTURER AND THE OWNER. WIND: WIND SPEED: VLIIt = 140MPH, Vasd = 108MPH RISK CATEGORY = II IMPORTANCE FACTOR = 1.0 EXPOSURE `\C" ENCLOSURE CLASSIFICATION = ENCLOSED (MAIN BUILDING) GCpi = t0.18 (MAIN BUILDING) WIND DIRECTIONALITY FACTOR Kd = 0.85 SEE SHEET SO.03 FOR COMPONENTS AND CLADDING PRESSURES 13.30 SHOP DRAWING REVIEW: 1. SHOP DRAWINGS SHALL ADEQUATELY DEPICT THE STRUCTURAL ELEMENTS AND CONNECTIONS SHOWN ON THE CONTRACT DOCUMENTS. SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. REVIEW OF SUBMITTALS AND SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF FULL RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THE SHOP DRAWINGS. 2. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR AND MARKED "APPROVED" PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. NON -CONFORMING DRAWINGS SUBMITTALS WILL BE RETURNED WITHOUT REVIEW, 3. SHOP DRAWING SUBMITTALS SHALL BE SUMITTED IN A DIGITAL, PDF FORMAT ONLY. ONE REVIEWED AND COMMENTED DIGITAL SET WILL BE RETURNED FROM WHICH THE CONTRACTOR SHALL MAKE PRINTS AS REQUIRED FOR DISTRIBUTION. 4. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER OF RECORD. 5. CHANGES AND ADDITIONS MADE ON RE -SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE -SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF.: TRANSMITTAL. ARCHITECT/ENGINEER OF RECORD REVIEW WILT_ BE ' LIMITED TO THOSE ITEMS CAUSING THE RE -SUBMITTAL. CONTRACTOR IS RESPONSIBLE FOR COSTS CAUSED BY MULTIPLE RE -SUBMITTALS (MORE THAN ONE) AT ARCHITECTS/ENGINEERS CURRENT HOURLY RATES. ,,., 1331 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: 1. THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED REGISTERED PROFESSIONAL ENGINEER: A. PRE-ENGINEERED METAL BUILDINGS OR ASSEMBLIES B. PRE-ENGINEERED METAL HAND RAILS 2, SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND DRAWINGS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY THE SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. 3. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED REGISTERED PROFESSIONAL ENGINEER. 4. SHOP DRAWINGS AND CALCULATIONS SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF THE PROJECT AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. THE STRUCTURAL ENGINEER OF RECORD WILL RETAIN ONE SIGNED AND SEALED SET FOR THEIR RECORDS. 5. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING, DO NOT REQUIRE THE SEAL OF A REGISTERED PROFESSIONAL DELEGATED ENGINEER. 6. CATALOG INFORMATION ON STANDARD PRODUCTS DO NOT REQUIRE THE SEAL OF A DELEGATED REGISTERED PROFESSIONAL ENGINEER. 7. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED, B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED REGISTERED PROFESSIONAL ENGINEER. C. THAT THE DELEGATED REGISTERED PROFESSIONAL ENGINEER HAS UNDERSTOOD THE DESIGN INTENT AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK OF CALCULATIONS WILL BE MADE). 1331 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS (CONT'D.).- D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF DIMENSIONS OR QUANTITIES WILL BE MADE). 8. SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED. 1333 SUBMITTALS: 1. ALL SHOP DRAWINGS MUST BE REVIEWED AND STAMPED APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTAL, 2. THE GENERAL CONTRACTOR SHALL SUBMIT FOR ENGINEER REVIEW SHOP DRAWINGS FOR THE FOLLOWING ITEMS: A. STRUCTURAL STEEL FRAMING B. STRUCTURAL STEEL CONNECTIONS C. LIGHT GAUGE METAL FRAMING D. LIGHT GAUGE METAL MEMBER CONNECTIONS ' E. CONCRETE MIX DESIGNS F. FOUNDATION REINFORCING STEEL G. PRE-ENGINEERED METAL BUILDINGS (*) H. PRE-ENGINEERED METAL HAND RAILS (*) ITEMS MARKED (*) SHALL HAVE SHOP DRAWINGS SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT, 2310 FOUNDATIONS - W/SOIL REPORTS: SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY WITH: REPORT No.: 615144 PREPARED BY: BECHTOL ENGINEERING AND TESTING, INC. TITLE: PRELIMINARY GEOTECHNICAL STUDY GANESH NORTH COMMERCIAL/INDUSTRIAL DEVELOPMENT DATE: NOVEMBER 19, 2015 FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF. 1. NO CONCRETE FOR SLABS -ON -GRADE SHALL BE PLACED WITHOUT AN INSPECTION OF THE SUBGRADE AND A WRITTEN AUTHORIZATION BY THE ARCHITECT OR SOILS ENGINEER TO PROCEED WITH THE PLACEMENT OF THE SLAB. 51.03 PARTIAL FOUNDATION - SLAB ON GRADE PLAN S11.04 2. EARTHWORK OPERATIONS SHALL BE PERFORMED UNDER THE DIRECTION OF A PROFESSIONAL TESTING AGENCY TO ASSURE COMPLIANCE WITH THE RECOMMENDATIONS OF THE SOILS REPORT. MEZZANINE AND PARKING CANOPY FRAMING PLAN 3. EXCAVATIONS FOR FOOTINGS SHALL BE CUT TRUE TO LINE AND GRADE. THE SIDES OF ALL FOOTINGS SHALL BE FORMED. WHERE SOIL CONDITIONS ARE SUCH THAT THE SIDES OF THE EXCAVATION WILL STAND FIRM, VERTICAL AND SQUARE, THE SIDES OF THE FOOTING MAY BE CAST DIRECTLY AGAINST THE EARTH PROVIDED OVERALL FOOTING WIDTH IS INCREASED BY ONE INCH IN EACH HORIZONTAL DIRECTION. 3302 CONCRETE: 1. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301 (CURRENT EDITION), "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS", EXCEPT AS MODIFIED BY THE SUPPLEMENTAL REQUIREMENTS BELOW. 2. CONCRETE SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS AS LISTED BELOW WITH A PLASTIC AND WORKABLE MIX: LOCATION STRENGTH SLUMP MAX AGGREGATE FOUNDATIONS 3,000 PSI 4-6" #57 (3/4") RETAINING WALL 4,000 PSI 4-6" #57 (3/411) SLABS ON GRADE 4,000 PSI 4-6/1 #57 (3/411) TILT -UP PANELS 4,000 PSI 4-6" #57 (3/411) OTHER STRUCTURAL CONCRETE 4,000 PSI 4-6" #57 (3/411) 3. CONCRETE FOR THE SLAB ON GRADE SHALL DEVELOP A MINIMUM FLEXURAL STRENGTH OF 570PSI. THIS SHALL BE DETERMINED BY TESTING STANDARD BEAMS IN ACCORDANCE WITH ASTM C78-64 CURED AT FIELD CONDITIONS. 4. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION AND SHALL IDENTIFY ITS INTENDED USE WITHIN THE PROJECT. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. 5. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. 6. THE MAXIMUM TIME ALLOWED FROM THE TIME MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THAT NOTED ABOVE. STRUCTURAL DRAWING INDEX SHEET NUMBER SHEET TITLE S0.011 STRUCTURAL GENERAL NO -FES AND DRAWING INDEX SO.02 STRUCTURAL GENERAL NOTES SO.03 WIND PRESSURE DIAGRAM 511.01 PARTIAL FOUNDATION - SLAB ON GRADE PLAN S1.02 PARTIAL FOUNDATION - SLAB ON GRADE PLAN 51.03 PARTIAL FOUNDATION - SLAB ON GRADE PLAN S11.04 ENLARGED TRUCK WELL FOUNDATION - SLAB ON GRADE PLAN S1.05 ENLARGED MEZZANINE FOUNDATION - SLAB ON GRADE PLAN S1.06 ENLARGED MEZZANINE FOUNATION - SLAB ON GRADE PLAN _ 52.01 TRUCK CANOPY FRAMING PLAN S2.02 MEZZANINE AND PARKING CANOPY FRAMING PLAN S3.01 PARTIAL ROOF FRAMING PLAN S3.02 PARTIAL ROOF FRAMING PLAN 53.03 PARTIAL ROOF FRAMING PLAN S4.01 FOUNDATION - SLAB ON GRADE DETAILS 54.02 FOUNDATION - SLAB ON GRADE DETAILS S4.03 FOUNDATION - SLAB ON GRADE DETAILS S4.04 FOUNDATION - SLAB ON GRADE DETAILS 54.05 FOUNDATION - SLAB ON GRADE DETAILS S4.06 FOUNDATION - SLAB ON GRADE DETAILS S5.01 MEZZANINE AND ROOF FRAMING DETAILS 55.02 ROOF FRAMING DETAILS S6.01 STEEL PIECE DETAILS TO.01 TILT -UP PANEL CASTING LAYOUT PLAN T'l .01 PARTIAL TILT -UP PANEL DIMENSIONAL CONTROL PLAN T1,02 PARTIAL TILT -UP PANEL DIMENSIONAL CONTROL PLAN T1.03 TILT -UP PANEL EDGE AND CORNER DETAILS T1.04 TILT -UP PANEL ASSEMBLY DRAWING T1.05 TILT -UP PANEL ASSEMBLY DRAWING T2.01 TILT -UP PANEL LAYOUT - P01 -P05 T2.02 TILT -UP PANEL LAYOUT - P06-P1'l T2.03 TILT -UP PANEL LAYOUT - P12 -P17 T2.04 TILT -UP PANEL LAYOUT - P18 -P23 T2.05 TILT -UP PANEL LAYOUT - P24 -P29 TZ. 06 TILT -UP PANEL LAYOUT - P30 -P35 T2.07 TILT -UP PANEL LAYOUT - P36 -P41 TZ. 08 TILT -UP PANEL LAYOUT - P42 -P47 T2.09 TILT -UP PANEL LAYOUT - P48 -P53 T2.10 TILT -UP PANEL LAYOUT - P54 -P59 T2.11 TILT -UP PANEL LAYOUT - P60 -P65 T2.12 TILT -UP PANEL LAYOUT - P66 -P71 T2.13 TILT -UP PANEL LAYOUT - P72 -P77 TZ. 14 TILT -UP PANEL LAYOUT - P78 -P83 T2.15 TILT -UP PANEL LAYOUT - P84 -P89 TZ. 16 _ TILT -UP PANEL LAYOUT - P90 -P95 T2.17 TILT -UP PANEL LAYOUT - P95 -P'102 R1.01 TILT -UP PANEL REINFORCING - P01 -P05 81.02 TILT -UP PANEL REINFORCING - P06 -P11 R1.03 TILT -UP PANEL REINFORCING - P12 -P17 R1.04 TILT -UP PANEL REINFORCING - P18 -P23 R1.05 TILT -UP PANEL REINFORCING - P24 -P29 R1.06 TILT -UP PANEL REINFORCING - P30 -P35 R1.07 TILT -UP PANEL REINFORCING - P36 -P41 R1.08 TILT -UP PANEL REINFORCING - P42 -P47 R1.09 TILT -UP PANEL REINFORCING - P48 -P53 R1.10 TILT -UP PANEL REINFORCING - P54 -P59 R1.11 TILT -UP PANEL REINFORCING - P60 -P65 R1.12 TILT -UP PANEL REINFORCING - P66 -P71 R1.13 TILT -UP PANEL REINFORCING - P72 -P77 R1.14 TILT -UP PANEL REINFORCING - P78 -P83 81.15 TILT -UP PANEL REINFORCING - P84 -P89 R1.16 TILT -UP PANEL REINFORCING - P90 -P95 R1.17 TILT -UP PANEL REINFORCING - P96 -P102 LB1.01 LIFTING AND BRACING P01 -P02 LB1.02 LIFTING AND BRACING P03-PO6 _ LB1.03 LIFTING AND BRACING P07 -P10 LB1.04 LIFTING AND BRACING P11 -P14 1_131.05 LIFTING AND BRACING P15 -P18 LB1.06 LIFTING AND BRACING P19 -P22 LB1.07 LIFTING AND BRACING P23 -P26 LB1.08 LIFTING AND BRACING P27 -P30 LB'1.09 LIFTING AND BRACING P31 -P34 LB'I,10 LIFTING AND BRACING P35 -P38 LB1.1'l LIFTING AND BRACING P39 -P42 LB1.12 LIFTING AND BRACING P43 -P46 LB1.13 LIFTING AND BRACING P47 -P50 LB'I A4 LIFTING AND BRACING P51 -P54 LB1.15 LIFTING AND BRACING P55 -P58 LBl A6 LIFTING AND BRACING P59 -P62 LB'I A7 LIFTING AND BRACING P63 -P66 1_131.18 LIFTING AND BRACING P67 -P70 LB1.19 LIFTING AND BRACING P71 -P74 LB1.20 LIFTING AND BRACING P75 -P78 LB1.2'1 LIFTING AND BRACING P79 -P82 LB1.22 LIFTING AND BRACING P83 -P86 LB1.23 LIFTING AND BRACING P87 -P90 LB1.24 LIFTING AND BRACING P91 -P94 1_131,25 LIFTING AND BRACING P95 -P98 LB1.26 LIFTING AND BRACING P99 -P102 SA 1F0RD B1J1LDING D[V]a )1_1 A PERMIT ISSUED SHALL BE CONSTRUED 1.0 BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TEC14NI.CAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM "THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE REVIEWED FOR CODE __ ; 1 S CHUCHMANN y. STRUCTURAL ASSOCIATES I7560 RED BUG LAKE IWAD. SIL 2020 OVIED0, FLORIDA 32765 fEL: 107.542.1 2SO Wrw SSA-ENCINEERS,COM FL CA No. 270B2 ,w ,w .w ,w .w ,w ,w ,w ,w %Im 0 I Lo 00 Im 0 I 00 N Q 0 0 r I I I I I I I I r I I I I I I I I i I I I 01 rl I I I I I I i I I I n2 n3 n4 n5 n6 n710 11 12 n13 14 i cA (9) �- 575'-0" TO GRID LINE 24 n" nG:' n" n'' n" n�' n" 7F, n„ I off, n„ n�, nu or, nu r)�' _n" oW n„ nK' n" nr, rill LV v G..V V LV v (2 4 S1.01 S4.0 WF -3.0 LV v U/17— s n LSV V TO GRID 14 Lu Lu NOTE — REV. 3 — 03/14/20'17:_ IC-) I DUE TO THE REVISED SLAB ON GRADE REINFORCING PROVIDED, THE SLAB CONTRACTION/CONSTRUCTION JOINT SPACING HAS BEEN BEEN ROUGHLY DOUBLED, I SEE PLAN FOR REVISED JOINT LAYOUT. I FOUNDATION/SLAB ON GRADE PLAN NOTES: 1 1. REFER TO SHEET 51.02 FOR FOUNDATION SCHEDULE. -1- — 2. TOP OF COLUMN AND WALL FOUNDATION ELEVATION IS (-)1'-0", U.N.O. SEE PLAN FOR STEPPED FOUNDATION LOCATIONS. 3. TOP OF FOOTING ELEVATIONS SHALL BE VERIFIED AND COORDINATED WITH THE CIVIL SITE DRAWINGS. ADVISE THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES BEFORE PROCEEDING. 4. EXTEND ALL CONTINUOUS FOOTING REINFORCING THRU THE PAD FOOTINGS. — — ® — CENTER PAD FOOTING ON WALL PANEL UNLESS NOTED OTHERWISE. 5. THE DEPTH OF THE PAD FOUNDATIONS INTEGRAL WITH THE CONTINUOUS ..5 I WALL FOUNDATION SHALL EQUAL THE DEPTH OF THE ADJACENT WALL FOUNDATIONS. 6. ALL LAP SPLICES OF THE CONTINUOUS REINFORCING SHALL BE A MINIMUM 1 OF 3'-0" 7. SEE ARCHITECTURAL DRAWINGS FOR ALL EXTERIOR CONCRETE FLATNORK REQUIRED. 1 8. PROVIDE (2)-#4x4'-0" LONG CORNER BARS SPACED AT 3" O.C. CENTERED WITHIN THE SLAB ON GRADE THICKNESS AT EACH SLAB AND POUR -BACK STRIP RE-ENTRANT CORNER. I I 3 9. TYPICAL SLAB ON GRADE SHALL BE 6" THICK REINFORCED WITH 5.OLBS/CY j — OF 1 1/2" (MIN.) FORTA FERRO MACROSYNTHETIC FIBER (U.N.O.) ON A 10MIL POLY VAPOR BARRIER, PLACED OVER COMPACTED SUBGRADE. REFER TO DETAIL 4/S4.05 FOR SLAB CONSTRUCTION/CONTRACTION JOINT INFORMATION. COORDINATE ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THEREOF WITH ARCHITECTURAL DRAWINGS. �- 10. 71-1-1111INDICATES SLAB ON GRADE SHALL BE 7" THICK REINFORCED WITH #4's @ 16" O.C. EACH WAY AND 5.OLBS/CY OF 1 1/2" (MIN.) FORTH / - FERRO MACROSYNTHETIC , / FIBER (U.N.O.) ON A 10MIL POLY VAPOR BARRIER ._ PLACED OVER COMPACTED SUBGRADE. PROVIDE 3" TALL CHAIRS TO .5 1 SUPPORT BOTTOM MAT OF REINFORCEMENT. CONTINUE EVERY OTHER BAR -0, 1 ACROSS CONTRACTION JOINT TO ALLOW FOR LOCALIZED CONCRETE SHRINKAGE. REFER TO STRUCTURAL GENERAL NOTES SECTION 3310, NOTE 4 FOR ADDITIONAL INFORMATION, REFER TO DETAIL 4/S4.05 FOR SLAB CONSTRUCTION/CONTRACTION JOINT INFORMATION. COORDINATE ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THEREOF WITH ARCHITECTURAL I DRAWINGS. I 1 11. NOT USED. 12. SLAB ON GRADE IS USED TO RESIST COLUMN UPLIFT DUE TO WIND LOADS. DO NOT REMOVE SLAB WITHOUT MAKING OTHER PROVISIONS TO RESIST WIND - UPLIFT. r IIvJ '13. COORDINATE SLOPE OF TRUCK WELL SLAB ON GRADE WITH CIVIL SITE DRAWINGS. o� 14. REFER TO ARCHITECTURAL DRAWING FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION FOR INTERIOR NON—BEARING PARTITION WALLS NOT SHOWN ON PLAN. FOUNDATIOiN- ON GRADE PLAN SCALE: 1/16"4-0" EL: 0'-0" (REF.) T/ FINISH FLOOR EL: SEE PLAN • • • • • T/ FOUNDATION NORTH 180° 124'-2" TO GRID LINE 18 148'-8' 127'_8" 148'-8" 425-0" TO GRID LINE 18 TO GRID LINE 18 BUILDING KEY PLAN SCALE: 1/128"=I'—O" �� Whvo SANFORD �.. Inde �`�' �tYM��� .7ril J 0 O .'� �A 0vv v oro vu.�E 10 ,. 0L.-. u E' 0c EpE -aQOu �.Q CGa (D j V, :3 0 >, v EV q)aavnv -u (u `tMU V, -am 0 Ln V 41 v � 2 O r�Q �s (u:E 4J°oma CS?0 v �t E�, U roU T •U 0..a 0 C"na) Ln on -r - E �-- u �m 0 +� VN vi O p 0 V V bONN(Lu- (u 2-i-,t!vo >^� U•L C 00 a 0 43 Ln o.?°v u� a ,n 4-1 ,� o uouF,u _0a�v 0 pv u 'Ln V)off: 3� v, N 0 0 u u - �Lo�Vul La), v4?o�r� o0 V:13 ' ��� Q.QU a4�1^o- 4- ca U u 0 Y 0,. L7i D vi LO -0 +7'TJ -H13 00.; L `�,. Cao'v 0U -'J V -'J [U+- u 0VO� V1 Q p 0 � 0.On U L NE 0 Qvv Ewa+ v0 ..o v L u �� 0 L O � a-•+ Q) 0 u on 0 vv-o.EE 0. y 0 3, 0 op•a >--' U �0 N 0 '0- p p -0 Ln:Qe,U V) t on 0 � -- V � roZ E 4�E'��, 0.0 0 � Q) E-av=3 OCjO�V an cv0u; - �m O N i v E'LnQ O Q E NOS oo•cv� w +� •� � o �.rov4•' 0 L C M 0 L- (lJ > u m L 91 n15 n16 n17 0 19 0 l�I n n23 575-0" TO GRID LINE 1 nr> 113) ncf n" nCf n» qrf nff f nff �F> nii 7Kf. _(ln r)C f nff 7�f--nff f—�lff `)Cf—(ln TO GRID 13 LTJ -V LV V z- %_1 v Lv v I c -.v v I �v v �v v I �v v I -- — I -- v kylvv w., 124'-2" TO STEPPED FOUNDATION 148'-8" TO RAMP SIDE FACE OF TRUCK WELL PANEL 425-0" TO GRID LINE 1 S1.021SA.01 WF- 3.0 k WF -3,0 51.02 S4.01 Ic) IN� co Ir I I I I I 1 1 I I I I I I I I I I I I I I I I I iw� 'ice I LL- I i I I ! I I I I I I I I Ci Z4 ( I A NOTE - REV. 3 - 0314 2017: DUE TO THE REVISED SLAB ON GRADE REINFORCING PROVIDED, THE SLAB CONTRACTION/CONSTRUCTION JOINT SPACING HAS BEEN BEEN ROUGHLY DOUBLED. SEE PLAN FOR REVISED JOINT LAYOUT. FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. REFER TO SHEET S1.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET S1.02 FOR FOUNDATION SCHEDULE. NOTE: PLACE ALL SETTING PAD FOUNDATIONS (SPF-) AT T/FOUNDATION EL: (-) 6'-4" BELOW TYPICAL FINISHED FLOOR ELEVATION OF 0'-0". SETTING PAD FOUNDATIONS USED FOR INITIAL PLACEMENT AND ALIGNMENT OF TRUCK WELL PANELS. FOU N DATI /SLAB 01"N' GR AADE PLAN SCALE: 1/16'=l — 0 EL: 0'-0" (REF.) T/ FINISH FLOOR _ EL: SEE PLAN T/ FOUNDATION NORTH 180° BUILDING KEIT PLAN SCALE: 1/128"=l' -O" s mcy,rONST'LIC!'JOAI CO ENGINEER SEAL / SIGNATURE JOMTHW T. SCHUCHMAM FL P.E. 60256 SC NO. 60` 56 -'Y e ° s • t( e desi;ned: — CO / JTS drawn: KRG / JTS reviewed: JTS project code: 20-16-1197 SHEET INFORMATION ` PARTIAL FOUNDATION o SLAB ON GRADE PLM SHEET NUMBED 0 wiLr��Nc , SANFORL FOU'14UATIOIN SCHEDULE FOUNDATION MARK FOUNDATION SIZE FOUNDATION REINFORCEMENT DEPTH LENGTH x WIDTH SPF -2.5 12" 2'-6" x 2'-6" NOT REQUIRED SPF -2.5x4.0 12" 4'-0" x 2'-6" NOT REQUIRED F-4.0 12" 4'-0" x 4'-0" _(4L- �#/4 EACH WAY BOTTOM F-4.5 12" 4-'-6" x 4'-6" (5)-#5 EACH WAY BOTTOM F -4.5x7.5 16" 7'-6" x 4'-6" (6)-#5 LONGITUDINAL BOTTOM (9)-//5 TRANSVERSE BOTTOM F-5.5 14" 5'-6" x 5'-6" (6)-#5 EACH WAY BOTTOM F-6.5 14" 6'-6" x 6'-6" (8)-#5 EACH WAY BOTTOM F-7.5 16" 7'-6" x 7'-6" (10)-#5 EACH WAY BOTTOM F-8.0 20" 8'-0" x 8'-0" (7)-#5 EACH WAY TOP AND BOTTOM F-10.0 30" 10'-0" x 10'-0" (8 - 6 EACH WAY TOP AND BOTTOM F -10.0x13.0 30" 13'-0" x 10'-0" (8)-//6 LONGITUDINAL TOP &. BOTTOM (10)-#6 TRANSVERSE TOP & BOTTOM F-11.0 30" 11'-0" x 11'-0" (9)-#6 EACH WAY TOP AND BOTTOM F-12.5 30" 12'-6" x 12'-6" (10)-#6 EACH WAY TOP AND BOTTOM TDS-1.0 12" CONT. x 1'-0" (2)-#4 LONGITUDINAL BOTTOM #4 @36" O.C. TRANSVERSE BOTTOM WF -'3.0 20" CONT. x 3'-0" (7)-#5 LONGITUDINAL TOP & BOTTOM #4 CLOSED STIRRUPS @48" O.C. TRANSV. WF -3.5 16" CONT. x 3'-6" (4)-#5 LONGITUDINAL BOTTOM #4 936" O.C. TRANSVERSE BOTTOM WF -6.0 20" CONT. x 6'-0" (11)-#5 LONGITUDINAL TOP & BOTTOM (9)-#5 TRANSVERSE TOP & BOTTOM NOTE: PLACE ALL SETTING PAD FOUNDATIONS (SPF-) AT T/FOUNDATION EL: (-) 6'-4" BELOW TYPICAL FINISHED FLOOR ELEVATION OF 0'-0". SETTING PAD FOUNDATIONS USED FOR INITIAL PLACEMENT AND ALIGNMENT OF TRUCK WELL PANELS. FOU N DATI /SLAB 01"N' GR AADE PLAN SCALE: 1/16'=l — 0 EL: 0'-0" (REF.) T/ FINISH FLOOR _ EL: SEE PLAN T/ FOUNDATION NORTH 180° BUILDING KEIT PLAN SCALE: 1/128"=l' -O" s mcy,rONST'LIC!'JOAI CO ENGINEER SEAL / SIGNATURE JOMTHW T. SCHUCHMAM FL P.E. 60256 SC NO. 60` 56 -'Y e ° s • t( e desi;ned: — CO / JTS drawn: KRG / JTS reviewed: JTS project code: 20-16-1197 SHEET INFORMATION ` PARTIAL FOUNDATION o SLAB ON GRADE PLM SHEET NUMBED 0 wiLr��Nc , SANFORL �-"`o+-4 ro .v C V, 47 oo��, on ) c 3:N 0 -vu�E v E� . v on L u E 'vi 0 C E E c:Q cC� +.+ V4 -'i Z OV 0-c 4D ,Z v Q an -0 uvmo ro � ti o uu 4-4 v�0m (u a) ���a' an 41 a-' L c 0 Q) .� c 4.1 v v� ^0a V 3r C r - 'Q1 CJ E u uy, • oa E" iu a on -c E u Z)mV;0 U' C (D-0 m N � a V7 Q o 0 -00Ln(D" Q^onu �� vcv-04J vo 04�L0m V,''Q=L C it L- 4-J QJ 0.5-)9-M�oN L +J c It- a0-U=c O0 0'= O VQ O V V �CN rtS� >VO LA 0 cuc(u4 o y -c CA V)mo+•'o 0 -on v0u v c� t E •�, 4-' u c `+- o 4-4 77 �vo.Uv OOVEvv- o •N , -� V) avoV� cu 4f4 , *' c o V i 0 tc3 Quv) . � on v u 7- -6 :37 O V) = V1 0 li.- �' UrorL �mo3�°,: .mo o -0 0a..r0r- 0 V +-� M4- V; 4-j a 41 v:c,(4 u 0 v °a v �0 Zvi-' vv;a;41 rcs o ��0-va% o ..0 vL-0+j=;;, orouOno: vw E a� r;: L -Q Q1 Q Q Ln Q ^ J' �c Nv o. >�-�g �o0 S V) �. H 4ro`�' '. on U W (b L (0 4-E . -O vi (a C � > Q) V) 0, 0 �v� Q•-�4-4 N v c v o'i„+, 0 V) *F V, r,LO vE'^-p, I EoQ v c , C= 0 (u c LcoE r>oL vrct 49 w n IP OEM E CD r -- 0 J) c.o <�x FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. REFER TO SHEET 51.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET 51.02 FOR FOUNDATION SCHEDULE. 3. REFER TO DETAILS 3/S4.03 AND 4/S4.03 FOR SECTIONS THROUGH THE TILT—UP PANELS AND FOUNDATION AT AND AWAY FROM THE SETTING PAD FOUNDATIONS. 4. REFER TO CIVIL DRAWINGS FOR DUMPSTER SLAB ON GRADE THICKNESS AND REINFORCING, DUMPSTER FOUNDATION PLAIN SCALE: 1 /8"=1'-0" D NOTE - REV. 3 - 03/j4/2017: DUE TO THE REVISED SLAB ON GRADE REINFORCING PROVIDED, THE SLAB CONTRACTION/CONSTRUCTION JOINT SPACING HAS BEEN BEEN ROUGHLY DOUBLED. SEE PLAN FOR REVISED JOINT LAYOUT. FOUNDATION/SLAB ON GRADE PLAN NOTES: O L REFER TO SHEET S1.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET ;1.02 FOR FOUNDATION SCHEDULE. �4 FOUNDATION/SLAB ON GRADE PLAIN TRUCK WELL WILL BE RTED TO A CURRENT ION IN A FORTHCOMING SCALE: 1/16"=V-0" BUILDING KEY PLAN SCALE: 1/128"=V-0" EL: 0'-0" (REF.) T/ FINISH FLOOR ��EL: _SEE PLAN T/ FOUNDATION NORTH 180° REVw1vil �I II- 1( II I I I MATCH--tl%iE 5.02 - I - - - I - - I _MA CH LINE 51.02 MATS II�E S�.03 I I I MATCH LINE S1.03 -- �. � _ __ L�_.�1_.----______I_______--------------- I I ®�1 I ��) I F, 71 I �1 I I I I I I I II I I I I l I II I Ir 11 n I I I L ..1...J L —I— __.I L —I— I F-11.0 1 F--11.0 1 F-11.0 �1F-11.0 1 F-11.0 1(-11-0))) 1(4-01)) 1(4-0))) 1(-1,-0») 1(4-0») L I I 2 I I S1.03 S4.04 I I I I ( ( I I r4- U 5 X4.01 151.0 �I I 4>_0» I I I I I 4'_0» POUR-BAC i i UR -BACK Q i I`f STRIP FLOOR CONSTRUCTION ORSTRIP ( I! I 4 I CONTRACTION JOINTS (TYP). REFER TO DETAIL 4/S4.05. n�(=D I I I I I T1.03 S4 1 1 I 11 II I I I I I 11 1 WIF ( -0�,� ,SIF' �_3>70 _ _WF— 3.0 ( 3;_�.�� F� (_ J, --6,-- WF_ (- J,_0>,) ;a-, �_1,_0 ) NO-rE: FUTUR CONVE I I I I I I I CONDI- �r,, U P A 37'-6" 50'-0' SU —0' 12'-6' AV 49 w n IP OEM E CD r -- 0 J) c.o <�x FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. REFER TO SHEET 51.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET 51.02 FOR FOUNDATION SCHEDULE. 3. REFER TO DETAILS 3/S4.03 AND 4/S4.03 FOR SECTIONS THROUGH THE TILT—UP PANELS AND FOUNDATION AT AND AWAY FROM THE SETTING PAD FOUNDATIONS. 4. REFER TO CIVIL DRAWINGS FOR DUMPSTER SLAB ON GRADE THICKNESS AND REINFORCING, DUMPSTER FOUNDATION PLAIN SCALE: 1 /8"=1'-0" D NOTE - REV. 3 - 03/j4/2017: DUE TO THE REVISED SLAB ON GRADE REINFORCING PROVIDED, THE SLAB CONTRACTION/CONSTRUCTION JOINT SPACING HAS BEEN BEEN ROUGHLY DOUBLED. SEE PLAN FOR REVISED JOINT LAYOUT. FOUNDATION/SLAB ON GRADE PLAN NOTES: O L REFER TO SHEET S1.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET ;1.02 FOR FOUNDATION SCHEDULE. �4 FOUNDATION/SLAB ON GRADE PLAIN TRUCK WELL WILL BE RTED TO A CURRENT ION IN A FORTHCOMING SCALE: 1/16"=V-0" BUILDING KEY PLAN SCALE: 1/128"=V-0" EL: 0'-0" (REF.) T/ FINISH FLOOR ��EL: _SEE PLAN T/ FOUNDATION NORTH 180° REVw1vil U.2 N C.3 co r - C.4 w z :Q J oCD i c0 - Ln Lo C.6 - 0 -00 C.7 � C.8 a i Q.3 - i E -- 0 i N r 14 14.1 15 15.4 15,8 16 16, 16.6 17 17.9 18 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" TO GRID 135 10, r 6 - 24'-7„ -g984-74-79-810-g24-6 x te le .11 r 25'-0" TO GRID 19 / II I I I v I I II II I I I II o I v o �� o �� o 4- IY, 1 --------------- -.I - - 1- ...-..1-- ---I.f u.l _ __ ____ -_ Q_, - saw X4.04------ �n v REFER TO I a , 5 NOTE 8 I �l ~) 151.05 S4.03 -i - "' - I S1.05 S4.04 Ln 2 3 I \ I 51.051, 14m- I 8'-g» 11,�0,> 8'-9» I_ -911'-6 1/4" 1 22-3 3/4" O � ----------I-- -- 1 ___� 1- _ I _-_-- - ---__.{.-._---------<` -- </ </ J i �! I L_ O p. OF. r� pw O %'-6" i 8-9 11 I0 8-9 I �� I i �� - co ZD _I- - -- - --�- IEJlo -I -1- _j I...._ I _ A F 7-6 _ ®®®®_ c,oa.- - --. I ----------- .�. �. � I_.._..._....._._..,..,.....-_--d...d..-._.. - I _u....W..._........a. _-_---- -_-IF ,\ \ G L - - - - - - - - - - - - - - - - - ...e.. - - WF --3.0 ..._ - - _. _ �.._...,,_ .,.._ ..�...._..,.�,...... _... _..,. _.. _..� - - _..... _ - _... - ......._.. - - _. - ---- � . Y _ ._...........+.._..._........� - -- 2 4 S1.05 54.01 S1.05 S4.03 I I I I I I I I I I I I I I I I I I I I I I I I i t Cc `l• X1.05 54.01 I I I I I I I r --I I I I I I I I I I I I , , , ,, 25'-0" 25'-0" 242_6» f 24,_61) f 24'-6„ 25' 0" 12'-3" " 251_ 0 12'-9" TO ;;RIO tl � _.--...� 14 14.5 15 18.5 il6 1E.5 17 MEZZANINE/PARKING CANOPY FOUNDATION/SLAB ON GRADE PLAN SCALE: 1/8"=l )-ol) EL: 0'-0" (REF.) .f T/ FINISH FLOOR EL: SEE PLAN T/ FOUNDATION NORTH 180° 0�, 9 1/4" 25'-0" �16 4'-2" 4'-2" ' 1 -U ELEVATOR PIT -el-ll" 2'-8» v 2'-9" lz PISTON BLOCKOUT 1'-3" j'-6" SUM PIT NOTE: 4 ELEVATOR PIT LAYOUT IS BASED ON A MONEY ELEVATOR MODEL N0, 2502. COORDINATE WITH GENERAL CONTRACTOR FOR VERIFICATION ON FINAL ELEVATOR REQUIREMENTS. � ELEVATOR PIT LAYOUT S1.05IS1.05 1 /4'=1'-0" ® ELEVATOR S1.051S1_.65 1/4'=l I-0)? -CO GRID 19 17.5 18 FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. REFER TO SHEET S1.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET S1.02 FOR FOUNDATION SCHEDULE. 3. 2"Zl WITHIN THE REGION INDICATED PROVIDE AN 8" THICK MAT FOUNDATION WITH THE TOP SET FLUSH WITH BOTTOM OF SLAB (EL: -O'-6") AND REINFORCE WITH #4's SPACED AT 12" O.C. EACH WAY, BOTTOM. PROVIDE 3" CHAIRS AT BOTTOM LEVEL OF REINFORCING. PLACE VISQUEEN POLY VAPOR BARRIER AND SLIP SHEET OVER MAT FOUNDATION PRIOR TO PLACING CONCRETE SLAB ON GRADE, BUILDING KEY PLAN SCALE: 1/128"=I' -O" l?) IL SANFORD �Fz rME�,� RLir� � � A 'A cl- -00 Lc) J I ILLJ �(Z) I- I ;' I LLl 01 r °Q 00 NOTE: 4 ELEVATOR PIT LAYOUT IS BASED ON A MONEY ELEVATOR MODEL N0, 2502. COORDINATE WITH GENERAL CONTRACTOR FOR VERIFICATION ON FINAL ELEVATOR REQUIREMENTS. � ELEVATOR PIT LAYOUT S1.05IS1.05 1 /4'=1'-0" ® ELEVATOR S1.051S1_.65 1/4'=l I-0)? -CO GRID 19 17.5 18 FOUNDATION/SLAB ON GRADE PLAN NOTES: 1. REFER TO SHEET S1.01 FOR FOUNDATION/SLAB ON GRADE PLAN NOTES. 2. REFER TO SHEET S1.02 FOR FOUNDATION SCHEDULE. 3. 2"Zl WITHIN THE REGION INDICATED PROVIDE AN 8" THICK MAT FOUNDATION WITH THE TOP SET FLUSH WITH BOTTOM OF SLAB (EL: -O'-6") AND REINFORCE WITH #4's SPACED AT 12" O.C. EACH WAY, BOTTOM. PROVIDE 3" CHAIRS AT BOTTOM LEVEL OF REINFORCING. PLACE VISQUEEN POLY VAPOR BARRIER AND SLIP SHEET OVER MAT FOUNDATION PRIOR TO PLACING CONCRETE SLAB ON GRADE, BUILDING KEY PLAN SCALE: 1/128"=I' -O" l?) 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PROVIDE 3" CHAIRS AT BOTTOM LEVEL OF REINFORCING. PLACE VISQUEEN POLY VAPOR BARRIER AND SLIP SHEET OVER MAT FOUNDATION PRIOR TO PLACING CONCRETE SLAB ON GRADE. W LLJ G -1 d .3 E.7 F BUILDING KEY PLAN SCALE: 1 /128"=1'-0" NOTE - REV. 4: NEW SHEET ADDED TO STRUCTURAL CONSTRUCTION DOCUMENTS FOR MEZZANINE FOUNDATION LAYOUT. f � k . M 1 .1 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVEQAOL.CCM 1132lu 019f 11 w w w. a r c h d y n. c o m ARCHIfECIURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGIS FRAFION NUMBER I826001339 PLAN SUBMISSIONS a REVISIONS SUBMITTAL: ISSUED FOR PERMIT REV.: GENERAL COORDINATION 0 19 FEBRUARY `1017 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.zh 22 MARCH 2017 McKy' Ct. tT':; UCTIOh CO t' z CIA Lu 0 V) ZD z 10 ,.0 0 0 qs V) ENGINEER SEAL / SIGNATURE JONATHOH T. SCHUCHMANN FL P.E. 60256 F ,1919-�!•!1!/(1)e,, ' 1. S C V L rY ° �w ( ®�° NO. 025 -Y, �--- ° E E OF •°ti ; 0 �!!!l1191►�� des+vned: CO / JTS ' draevn: KRG / JTS r'evievred: JTS project cede: 20-16-1197 SKEET INFORMATION ENLARGED MEZZANINE FOUNATIGN - SLAB ON GRADE PLAN SHEET NUMBER 0 ,3v1LD SANFORD C �co S CJ N CV \ C3) N I Q co r c� L.LJ z J _ . o CD N \ Ld z CD I � CD Ln O r - 18 18.6 19 T50, 20 0. 21 1.5 22 2. 23 3. 24 25 -0 25-0" Ile 25 0 25'-0" ,L 25 -0 16'-,3 1/4" 1 8'-8 3/4" 12'-5 1/4 I 12'-6 3/4" 17'-7 3/4" 1 7'-4 1/4" 13'-1 3/4" I 11'-10 1/4') 8'-7 3/4" I '16'-4 1 /4" F4 1 3/4 20'-10 1/4' 1 16'-3 1/4" 1'-2" 31 '-2 1/2" 20'-6" 20'-61" 20'-6"-- 20'-10 1/4" lir I I I I I 1 - - REFER TO ��� ��� 1 I - 5 -0 0 1 IED NOTE 8 �h� I �`,� I h+N h��� 1 /N\ �Lc) _I_.-I ! i -I-,I - I - C -I - - - - I -I - -� I I I.... _.. I_ J I I I I I I ! I I I I I I I I I I L. �r In L� �. .J F- 6.5 Lr _ _ J L _ . _..�.... - J F- 5.5 L _ .�. �,. . _j F- 5.5 I�.-. .�...I-. 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PROVIDE 3" CHAIRS AT BOTTOM LEVEL OF REINFORCING. PLACE VISQUEEN POLY VAPOR BARRIER AND SLIP SHEET OVER MAT FOUNDATION PRIOR TO PLACING CONCRETE SLAB ON GRADE. W LLJ G -1 d .3 E.7 F BUILDING KEY PLAN SCALE: 1 /128"=1'-0" NOTE - REV. 4: NEW SHEET ADDED TO STRUCTURAL CONSTRUCTION DOCUMENTS FOR MEZZANINE FOUNDATION LAYOUT. f � k . M 1 .1 ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCHSOLVEQAOL.CCM 1132lu 019f 11 w w w. a r c h d y n. c o m ARCHIfECIURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGIS FRAFION NUMBER I826001339 PLAN SUBMISSIONS a REVISIONS SUBMITTAL: ISSUED FOR PERMIT REV.: GENERAL COORDINATION 0 19 FEBRUARY `1017 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.zh 22 MARCH 2017 McKy' Ct. tT':; UCTIOh CO t' z CIA Lu 0 V) ZD z 10 ,.0 0 0 qs V) ENGINEER SEAL / SIGNATURE JONATHOH T. SCHUCHMANN FL P.E. 60256 F ,1919-�!•!1!/(1)e,, ' 1. S C V L rY ° �w ( ®�° NO. 025 -Y, �--- ° E E OF •°ti ; 0 �!!!l1191►�� des+vned: CO / JTS ' draevn: KRG / JTS r'evievred: JTS project cede: 20-16-1197 SKEET INFORMATION ENLARGED MEZZANINE FOUNATIGN - SLAB ON GRADE PLAN SHEET NUMBER 0 ,3v1LD SANFORD 9 1 INSIDE FACE OF TILT—UP PANEL 1 3/4" CLR, 3/4" CLR, COVER MIN. :.',:: COVER MIN, 4, _ 0„ EXTEND SLAB—ON—GRADE POUR—BACK STRIP REINFORCEMENT 3'-6" THROUGH FORMED SLAB EDGE TILT—UP WALL PANEL--- °,:.' INTO POUR—BACK STRIP. SLAB—ON—GRADE 4 WALL TIES AT 4'--0" O.C. MAX. :; :: ; 6" (4)--�4 s x CONT. 6" 6" REINFORCEMENT HOOK AROUND HORIZ. REINFORCING AT 12 O.C. #4's x CONT, SPACED BAR. SEE PANEL DRAWINGS FOR AT 16"O.C. EACH WAY LOCATIONS. 8 (MAX.) 3'-6" EL: 0'-0" F T/ CONC. SLAB ^ 0 EL: (—)1'-0" :— T/ FOOTING 1 1/2" ALLOWANCE FOR - SHIMS & GROUT. GROUT FULL WIDTH AND LENGTH OF PANEL AFTER PANEL IS SET AND ALIGNED TILT—UP PANEL-- FOUNDATION ANEL -FOUNDATION CONST, JOINT, SEE PLAN 4.Q 2'-0" LAP MIN. ( V% III -�-• 4• d 4 th 4 a 4 0 4 4 0o r--� •Q 'Q 4 ^ 4 4 4Ll a 1'-6" — 1'-6" 3>-0>, COMPACTED SUBGRADE REFER TO FOUNDATION PLAN 3" CLR AND SCHEDULE FOR FOOTING TYP. SIZE, REINFORCEMENT AND LOCATION. ,� 1 ), EXTERIOR _WALL FOOTING DETAIL AT 7" SLAB S1.01 54.01 3/4"=1'-0" TILT—UP WALL PANEL--_____ (BEYOND) #4 HOOKED BAR AT 1'-4" O.C, MAX. WITHIN DOOR OPENING. W) AT EACH OPENING, PROVIDE (2)—#4 x (OPENING WIDTH LESS 4) LONG EL: 0'-0" T/ CONC. SLAB 0 EL: =) I V T/ FOOTING Ck TILT—UP PANEL FOUNDATION 9 1/4" ---- INSIDE FACE OF FILT—UP PANEL I 4'-0» POUR—BACK STRIP (4)—#4's x CONT AT 12" O.C. — EXTEND SLAB—ON—GRADE REINFORCEMENT 3'-6" THROUGH FORMED SLAB EDGE INTO POUR—BACK STRIP. SLAB—ON—GRADE 6" 6" v REINFORCEMENT #4's x CONT. SPACED AT 16"O.C. EACH WAY (MAX.) CONST. JOINT, SEE PLAN 4. • _ • _ • — . _ . _. — — — — — — — 4 --- — :� 4. ^ Q •. 2'-O" LAP (MIN.) °4 4 _ V) � Q COMPACTED a SUBGRADE � o m REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND LOCATION. EXTERIOR WALL FOOTING DETAIL 1 AT D;,vOR OPNG. (7" SLAB) 9 1/4" INSIDE FACE OF TILT—UP PANEL 1 3/4" CLR. :' 3/4" CLR, COVER MIN. COVER MIN, 4,-0,> POUR --BACK STRIP TILT—UP WALL PANEL----____-_ ..: PROVIDE REINF. TO MATCH TYP. SLAB REINF. #4 WALL TIES AT 4'-0" O.C. MAX. :<.'••;r • 6" #4's x CONT. HOOK AROUND HORIZ. REINFORCINGLOCA TED AS SHOWN BAR. SEE PANEL DRAWINGS FOR LOCATIONS. 8„ 1 3'-6" EL: 0'-0" T/ CONC. SLAB ^ CD EL: (—)1'-0" r - T/ FOOTING 1 1/2" ALLOWANCE FOR - SHIMS & GROUT, GROUT FULL WIDTH AND LENGTH OF PANEL AFTER PANEL IS SET AND ALIGNED TILT—UP PANEL FOUNDATION 2'-0" LAP (MIN.) d d . tai 4 d o 4 r�> d 'd� ^ d LL .d d ; 4' 1'-6» 1'-6" 3'-0„ CL CONST. JOINT, SEE PLAN 6" IIMACROSYNTHETIC FIBER SLAB—ON—GRADE REINFOR 'E EN PROVIDE #4 SLAB TIE BARS x 11'-0" LONG SPACED AT 4'-0" O.C. EXTEND BARS 3'-6" INTO POUR—BACK STRIP. d — ; 'ate• �._" �u 4 LCOMPACTED '— SUBGRADE-� �fes) '-- REFER TO FOUNDATION PLAN 3" CLR AND SCHEDULE FOR FOOTING TYP. SIZE, REINFORCEMENT AND LOCATION. 2 EXTERIOR WALL FOOTING DETAIL AT 6 SLAB S1,01—S1.03 S�I.Q1 3/4"=1'-0" 51.05 TILT—UP WALL_ PANEL--_----_._ (BEYOND) #4 HOOKED BAR AT 1'-4" O.C. —� MAX. WITHIN DOOR OPENING. 3'-6" AT EACH OPENING, PROVIDE (2)—#4 x (OPENING WIDTH LESS 4") LONG h EL: 0'-0" J T/ CONC. SLAB ^ EL: (—)1 —0 T/ FOOTING TILT—UP PANEL FOUNDATION 9 1/4" I/ v- INSIDE FACE OF TILT—UP PANEL m 4'-0" POUR—BACK STRIP PROVIDE REINF. TO MATCH TYP. SLAB REINF, #4's x CONT. LOCATED AS SHOWN � CONST. JOINT, SEE PLAN 6" I AMACROSYNTHETIC FIBER SLAB—ON—GRADE R,,F R E EN PROVIDE #4 SLAB TIE BARS x 11'-0" LONG SPACED AT 4'-0" U.C. EXTEND BARS S-6" INTO POUR—BACK STRIP. 2'-0" LAP (MIN.) m U, 4 w COMPACTED s ~ SUBGRADE " < T f� REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING SIZE, REINFORCEMENT AND LOCATION, EXTERIOR WALL FOOTING DETAIL (-4 , AT DOOR OPNG. (6" SLAB) 511.01 5 4.01 3/4 ?)— V — 0" J' ' I` .;E; W, R . ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH X107 897 5-161 ARCHS0LVEQA0L.00M 1141 KI mwxmmvmx2qm » E 191 w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PLAN SUBMISSIONS 8t REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: GENERAL COORDINATION 20 ( 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING 3� 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD,® 22 MARCFI 2017 cKee r s l7jf �r��$v` �x I'S C;O�3s-rr=,rinhi r•o_ r sw All, Fm m1alm 0 M M ,za ca 0�- oco q 9; LJ O L 8 .�s+r ENGINEER SEAL / SIGNATURE JONATHON T. SCHUCHMANN FL P.E. 60256 E Al y �n NO. 2 6 ;1 E OF r. ✓�,l�,.••O R 1v••.���oe designed: CO / JTS drawn: — KRG / JTS reviewed: JTS Project Lode: 20-16-1197 SHEET INFORMATION FOUNDATION - SLAB ON GRADE DETAILS SHEET NUMBER '3-71 4 o 0 1 (-SAINF(�ND gFZTME -I1l_T-UP WALL PANEL-- �� (BEYOND) #4 WALL TIES AT 4'-0" O.C. MAX. - SEE PANEL LAYOUT DRAWING FOR LOCATIONS. (NOT REQUIRED AT MAN DOORS.) 3'-6" 16111 6" ® AT EACH, OPENING, PROVIDE (2)-#4 x (OPENING WIDTH LESS 4") LONG EL' 0. 0„ T/ CQNC. SLAB EXPANSION JOINT MATERIAL APRON PAVEMENT---�,_ o EL: (-)5' 0 - . T/ FOOTING 1 1/2" ALLOWANCE FOR - SHIMS & CNUUT. GROUT FULL WIDTH AND LENGTH OF PANED AFTER PANEL IS SET AND ALIGNED TILT --UF' PANEL FOUNDATION N a LAP (MIN.) J - b 1'-0" INSIDE FACE OF TILT -UP PANEL 10'-0" POUR -BACK STRIP 4" 8" 6" SLAB -ON -GRADE REINFORCEMENT 2 6" PROVIDE #4's x CONT. SPACED AT 16" O.C. EACH WAY (MAX.) ------_.._._-------.----.-------- ---__...._._.._-__ — v 2'--0" LAP (MIN.) PROTECT SLOPE W/ 10 MIL POLY, DURING CONSTRUCTION, REMOVE BEFORE BACKFILLING. COMPACTED BACKFILL NO CES: 1. GROUT WALL PANELS CONT. .• •, '' - BEFORE BACKFILLING TYP. a. ' 0 2. BRACE PANELS AS REQUIRED 4 `xD rte' UNTIL POUR -BACK STRIP REACHES I I ' DESIGN STRENGTH. ° 4'. 4' „ '-- REFER TO FOUNDATION PLAN 3 CLR REFER SCHEDULE FOR FOOTING 1'-6" TYP. SIZE, REINFORCEMENT AND LOCATION, EXTEND ALTERNATING SLAB -ON -GRADE REINFORCEMENT 2'-6" THROUGH FORMED SLAB EDGE INTO POUR -BACK STRIP. SLAB -ON -GRADE REINFORCEMENT #4's x CONT. SPACED AT 16"O.C. EACH WAY (MAX.) � CONST. JOINT, SEE PLAN Q a � ZE 4 F- ZE COMPACTED o SUBGRADE rr)(D m EXTERIOR WALL FOOTING DETAIL AT TRUCK DOOR OPNG, (7)) SLAB S1.0154.02 3/4"=1'-0- 51.04 1>-0" INSIDE FACE OF TILT -UP PANEL 4 POUR -BACK STRIP EXTEND ALTERNATING SLAB -ON -GRADE 1 3/4" CLR, 3/4" CLR. REINFORCEMENT 2'-6" THROUGH COVER MIN. COVER MIN. FORMED SLAB EDGE INTO POUR -BACK 4 STRIP. 2» SLAB -ON -GRADE 6" SLAB -ON -GRADE REINFORCEMENT 6" REINFORCEMENT r- ~' PROVIDE #4's x CONT. SPACED AT 16" O.C. EACH WAY (MAX.) #4's x CONT. SPACED AT 16"O.C. EACH WAY (MAX.) TILT -UP . WALL PANEL -------------- CONST. JOINT, EL: O -O» SEE PLAN °. T/ CONC. SLAB ------------------------------------- q .. m _.-----------------_--------------- ,a �o 2'-0" LAP (MIN.) 2'-0" LAP (MIN.) 4 WALL TIES AT 4'-0" O.C. MAX. Q # � � COMPACTED -� HOOK AROUND HORIZ, REINFORCING U o SUBGRADE ►- BAR. SEE PANEL DRAWINGS FOR �c �� o m LOCATIONS. �» _�o 7_ EXPANSION JOINT MATERIAL : ' ,;, :: PROTECT SLOPE W/ 10 MIL POLY. DURING NOTES: CONSTRUCTION, REMOVE BEFORE BACKFILLING. 1. GROUT WALL PANELS CONT. APRON PAVEMENT—__ BEFORE BACKFILLING TYP. COMPACTED BACKFILL 2. BRACE PANELS AS REQUIRED CONTINUE WF -3.0 UNTIL POUR -BACK STRIP REACHES EL: - )5'-0 I ' REINFORCING THROUGH DESIGN STRENGTH. ( fF T/ FOOTING IN 1 1/2" ALLOWANCE FOR- SHIMS OR-SHIMS & GROUT. GROUT FULL WIDTH AND LENGTH OF PANEL AFTER PANEL IS SET AND ALIGNED TILT -UP PANEL FOUNDATION WF -6.0 FOUNDATION v 4 I° ° IIi 4 �° ° I- REFER TO FOUNDATION PLAN ---�- _ 3" CLR AND SCHEDULE FOR FOOTING 1'-6" 1'-6" 1'-6" 1'-6" TYP. SIZE, REINFORCEMENT AND LOCATION. FXTEERIOR WALL FOOTING DETAIL AT TRUCK DOOR OPNG. (7)) SLAB S1.0154.02 3/4"=1'-0" 51.04 sem`. EL tt� JV ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO,FL - 32803 PH 407 897 5161 ARCFISOLVECAOL.CCM legit® y agggga w w w. a r c h d y n. c o m ARCHITECTURAL CORPORATION REGI S'fltA'rjor NUMBER AA26002364 IN rERIOR DESIGN REGISTRATION NUMBERIB26001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: GENERAL COORDINATION 1Q 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEM. COORD. 4 22 MAro RCH 2017 R, CONSTHUCTIWI GO. Im k Lu 0 0 —j cr� 008 asxa+ans rte_^r� i x• ENGINEER SEAL I SIGNATURE ® JONATHON T. SCHUCHMANN FL P.E. 60256 �jilli ll1.174j�I T . r E .iq'�yr..—.� sT OF A s%t✓ r •'R o 0 R ° oAn designed: CO / JTS drawn: KRG / JTS eviewed: JTS rxoject code: 20-16-1197 SHEET INFORMATION FOUNDATION - SLAB ON GRADE DETAILS SHEET NUMBER � �v�Ld�Nc :4. SANFORD 9 1 INSIDE FACE OF TILT -UP PANEL TILT -UP WALL O)-011 4 CONST, JOINT, POUR -BACK STRIP 1 3/4" CLR. 3/4" CLR. PROVIDE REINF, TO MATCH SEE PLAN COVERMIN.COVER MIN.) TYP. TYP. SLAB REINF. T. 4 #4's x CON 6" MACROSYNTHETIC FIBER 6)? #4 WALL TIES AT 4'-0" O.C. MAX. - LOCATED AS SHOWN SLAB -ON -GRADE HOOK AROUND HQRIZ. REINFORCING R IN OR E EN 4 BAR. SEF PANEL DRAWINGS FOR LOCATIONS. 4 PROVIDE #4 SLAB TIE BARS x 1 -0" LONG ff 0" K STRIP P POUR BAC PROVIDE REINF, To MATCH I TYP. SLAB REINF. ame , t4, JV7 8"1 L #4 SLAB TIES 9-6" LONG SPACED AT 4'--0" O.C. (MAX.) ID (MATCH WALL TI L ATIONS) BARS 3'-6" INTO POUR -BACK STRIP. L: 0'-0" — T/ CONC. SLAB — — — — — ----------------------------- - q A 4 4 1� Q0 I 4 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — --- NOTE: TOP OF FOUNDATION ;• : ,, -I\ ICOMPACTED fid°cn 4 VARIES FROM -V-01) To 2'-0" LAP (MIN.) 2'-0" LAP (MIN.) < 5 -0 TO ACCOMMODATE U FUTURE TRUCK WELL AND SUBGRADE < __j LANDING. SEE PLAN FOR TOP OF FOUNDATION �° �� o%,i� \ TRANSITION LOCATIONS, EXPANSION JOINT MATERIAL— PROTECT SLOPE W/ 10 MIL POLY. DURING CONSTRUC TION, REMOVE BEFORE BACKFILLING. APRON PAVEMENT— COMPACTED BACKFILL 4 CD NOTES: 1. GROUT WALL PANELS CONT, Aj---� EL: (--)5'-O" BEFORE BACKFILLING TYP. T/ FOOTING 1`�- 14* 4 w .4 CD 4 2. BRACE PANELS AS REQUIRED 1 1/2" ALLOWANCE FOR 4 Go P-3 1 1 1 DESIGN UNTIL POUR -BACK STRIP REACHES 4 LL - SHIMS & GROUT, GROUT 4 . ' . . .; -- 'IGN STRENGTH. -1 4 4' 4 FULL WIDTH AND LENGTH 4 OF PANEL AFTER PANEL 4 IS SET AND ALIGNED TILT -UP PANEL— 3" CLR REFER TO FOUNDATION PLAN AND SCHEDULE FOR FOOTING FOUNDATION 1'-6 1'-6)? TYP, SIZE, REINFORCEMENT AND 3_p„LOCATION. EXTERIOR WALL FOOTING DETAIL ALONG GRID LINE G (6 SLAB) I S1.03 S4.03 3/4 -1'-0" 7 1/4" v —INSIDE FACE OF Ai--� FL: VARIES : I TILT -UP PANEL T/TIL'T Up PANEL V) LEVEL REINF: SEE PANEL REINF, ELEVATIONS FOR SIZE AND LOCATIONS. Ld __j Lij Ld CL - SLAB OR GRADE: SEE Lli ARCH'L AND/OR CIVIL ui % DRAWINGS. (TYP.) CONC, SLAB ON GRADE 3'-6" 51.01 S4.03 3/4--l'-0- S1.04 n CD CLR. PANEL AT LEG 7 X' --INSIDE FACE OF TILT -UP PANEL EL: VARIES T/TILT UP PANEL V) LEVEL REINF: SEE PANEL REINF. ELEVATIONS FOR < SIZE AND LOCATIONS. CONC. SLAB ON GRADE 4q ..4 V) 4� O < Lli Lid EL: SEE PLAN T/ mnTlmr, 4 LLJ L -L - SLAB OR GRADE: SEE L -d ARCH'L AND/OR CIVIL U DRAWINGS. (TYP.) LLJ N_ O LLJ Li. G CA- LL] :D 4 4- 4 4 4 4 Lli LLJ V) 7 tt 4-' Lo 4 24" DIA. CONCRETE COLUMN 4' REINFORCED WITH (8)-#6 VERTICAL AND #3 TIES O SPACED AT 12" O.C. (MAX). 4: 0 4 -2" DIA. PVC CONDUIT AS a. 4 - 4 REQUIRED. COORD. WITH 4, ELECTRICAL DRAWINGS. COLUMN CROSS-SECTION 44 4 0 Tj 4 < > Al .1 4 .4 4 4 Ld LLJ u V) EL: SEE PLAN 4 v I iRp —j V) T/ FOOTING F= 4 4 o 44 < Ld 4, 4 V) 4 -4 4 V . 4 4- V) ry eEQ. SPF- FOUNDATION /EQ. < 2'-6" x SEE PLAN / EQ. 17 1/4" 1 - EQ. 3'-6" 51.01 S4.03 3/4--l'-0- S1.04 n CD CLR. PANEL AT LEG 7 X' --INSIDE FACE OF TILT -UP PANEL EL: VARIES T/TILT UP PANEL V) LEVEL REINF: SEE PANEL REINF. ELEVATIONS FOR < SIZE AND LOCATIONS. CONC. SLAB ON GRADE 4q ..4 V) 4� O < Lli Lid EL: SEE PLAN T/ mnTlmr, 4 LLJ L -L - SLAB OR GRADE: SEE L -d ARCH'L AND/OR CIVIL U DRAWINGS. (TYP.) LLJ N_ O LLJ Li. G CA- LL] :D 4 4- 4 4 4 4 Lli LLJ V) 7 tt 4-' Lo 4 24" DIA. CONCRETE COLUMN 4' REINFORCED WITH (8)-#6 VERTICAL AND #3 TIES O SPACED AT 12" O.C. (MAX). 4: 0 4 -2" DIA. PVC CONDUIT AS a. 4 - 4 REQUIRED. COORD. WITH 4, ELECTRICAL DRAWINGS. COLUMN CROSS-SECTION EXPANSION JOINT - MATERIAL SLAB OR GRADE: SEE ARCH'L AND/OR CIVIL 4 DRAWINGS. (TYP.) EL: 3r -L CIVIL T/ PAVING 4 4 .......... PROVIDE #6 DOWEL— WITH 12" HOOK AT 4 EACH VERTICAL BAR. \-F T/ FOOTING4j a ;4 411 4 �kl q 41 4 q 4 i A • 4 4 L4 CE CONC. COLUMN CL FOUNDATION S—O" 4 4 7 T 4 '44 4 4 44 4 4 0— , " REFER TO FOUNDATION PLAN 3CLR TYP. AND SCHEDULE FOR FOOTING V-01) 31-0)) SIZE, REINFORCEMENT AND LOCATION. 8-0 F=r� PARKING CANOPY COLUMN fTOUNDATIOI\4 I S1.03LS4.013 3/4"=1'-0" WA -1 AT TILT -UP 51.05 PANEL AND ELEVA'�OWR----------� PIT WALL. 7 1/4" 7 1/4" "Z HII v INSIDE FACE OF I" RETURN\ 7F TILT -UP PANEL, SEE PANEL TILT -UP PANEL EACH END —3/16 8 ELEVATIONS FOR LAYOUT, SIZE AND REINFORCING. SEE PLANS FOR LOCATIONSTHICK '"x3/8" PL -9 xO-9 T EACH CONNECTION WA -1 AT TILT -UP PANEL AND A SLAB ON GRADE. REFER TO ELEVATOR PIT WALL. SEE FOUNDATION PLAN FOR SIZE T PANEL TO PANEL NOTE: AT ELEVATOR SHAFT PANEL ELEVATIONS FOR AND REINFORCING. AND PANEL TO CAP PANEL CONNECTIONS, LOCATIONS. . .... PROVIDE A PL -9%0 -9„ x3/THICK PLATE ATW' PROVIDE 10 MIL POLY SLIP - EACH CONNECTION WELDED AS SHOWN ABOVE, > SHEET BETWEEN SLAB ON 1” RETURN GRADE AND CONCRETE EACH END TYPICAL PANEL TO ENCASING ELEVATOR PIT. ELEVATOR PIT CONNECTION PL-9"xO'-9"x3/8" THICK EL: 0'-0" AT EACH CONNECTION T/ SLAB ON GRADE 4 4 4 4 I" ALLOWANCE FOR SHIMS 8c .4. 4 GROUT. PROVIDE (1) SHIM 9 1 MI T- 4 TICAL HOOKED DOWELS LOCATED V -O" FROM EACH .4 //4 VER END OF THE PANEL. GROUT CONT. AFTER PANEL IS SET SPACED AT 12" O.C. IN ELEVATOR PIT WALLS. CD 6" (MIN. 6" AND ALIGNED. (TYP.) A)) 61) 8" '1 #4's HORIZ. SPACED AT 10" O.C. '-, 4 9,4, A (MIN IN ELEVATOR PIT WALLS. PROVIDE 4 2 -O"x2'-O" BENT CORNER BAR 2' T EACH HORIZONTAL BAR IN P '-D 1 0 5 9 A IT CORNERS. SEE TILT -UP DIMENSIONAL CONTROL PLAN FOR PIT DIMENSIONS 4 EL: (-)4 VERIFY SIZE WITH LEVATOR MANUFACTURER CONTINUOUS 2x4 KEY WAY T/ ELEVATOR PIT q .4 4 i WITH WATERsTop FOUNDATION 1 4, -.' .4 4 (2)-#4 HORIZ. EQUALLY SPACED IN SUMP PUMP PIT WALLS. CLR. CLR. CLR. 8 EQ. 7 1/4" EQ. #4 VERTICAL HOOKED DOWELS v z #4's SPACED AT 12" O.C.4 4 4 SPACED AT 12 O.C. IN SUMP EACH WAY TOP AND BOTTOM 4. 4 IN ELEVATOR PIT SLAB q PUMP PIT WALLS. 4 4 �l 8 #4's SPACED AT 12" O.C. V-6" 8" 4" EACH WAY IN SUMP PUMP r"— �11 Till I �1� 51 PIT SLAB lllko.lw.m,mw,..r"DUMPSTER PANEL- Sl.q�LS4.03 51.04 :LEVATOR PIT DETAIL 0 A R C II I T E C u R A L DYNAMICS,INC 2816 PICKFAIR STREE'r - ORLANDO, FL - 32803 PI 1407 897 5461 ARCHS OLVE@AOL.COM w w w a r ch d y n. co m ARCHI rEC WRAL CORPORATION REGis,rRArvi NUMBER AA2600236-1 INTERIOR DESIGN REGISTRATION NUMUER 1826001339 lFzmwTzxLm . 1, 1 I'll T rwwumm�--mw PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 'LO JULY 2016 REV.: GENERAL COORDINATION 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING A3 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. A4 22 MARCH 2017 ---------- il tElIA 6 McKe -T -1 TION Co. coms. J- uc C-4 rn U20821". 0 Lij 0 U J 0 j Ln ck� LL. 0 c.-) 0 cy 0 LL. Z V) ENGINEER SEAL SIGNATURE 7m JONATHON'r. SCHUCHMANN FL P.E. 60256 0 E % NO 6 -7 -cat SST- fE OF .'orte% OR /01NIAL designed: CO / JTS KRG / TFS reviewed: j,rs Project code: 20-16-1197 SHEET INFORMATION FOUNDATION - SLAB ON GRADE DETAILS SHEET NUMBER S4 t� 03 SANFORD Ilmn O�cOR L 4 Tj 4 Al .1 4 .4 4 4 LLJ u V) d 4 v I iRp V) F= < 4 EXPANSION JOINT - MATERIAL SLAB OR GRADE: SEE ARCH'L AND/OR CIVIL 4 DRAWINGS. (TYP.) EL: 3r -L CIVIL T/ PAVING 4 4 .......... PROVIDE #6 DOWEL— WITH 12" HOOK AT 4 EACH VERTICAL BAR. \-F T/ FOOTING4j a ;4 411 4 �kl q 41 4 q 4 i A • 4 4 L4 CE CONC. COLUMN CL FOUNDATION S—O" 4 4 7 T 4 '44 4 4 44 4 4 0— , " REFER TO FOUNDATION PLAN 3CLR TYP. AND SCHEDULE FOR FOOTING V-01) 31-0)) SIZE, REINFORCEMENT AND LOCATION. 8-0 F=r� PARKING CANOPY COLUMN fTOUNDATIOI\4 I S1.03LS4.013 3/4"=1'-0" WA -1 AT TILT -UP 51.05 PANEL AND ELEVA'�OWR----------� PIT WALL. 7 1/4" 7 1/4" "Z HII v INSIDE FACE OF I" RETURN\ 7F TILT -UP PANEL, SEE PANEL TILT -UP PANEL EACH END —3/16 8 ELEVATIONS FOR LAYOUT, SIZE AND REINFORCING. SEE PLANS FOR LOCATIONSTHICK '"x3/8" PL -9 xO-9 T EACH CONNECTION WA -1 AT TILT -UP PANEL AND A SLAB ON GRADE. REFER TO ELEVATOR PIT WALL. SEE FOUNDATION PLAN FOR SIZE T PANEL TO PANEL NOTE: AT ELEVATOR SHAFT PANEL ELEVATIONS FOR AND REINFORCING. AND PANEL TO CAP PANEL CONNECTIONS, LOCATIONS. . .... PROVIDE A PL -9%0 -9„ x3/THICK PLATE ATW' PROVIDE 10 MIL POLY SLIP - EACH CONNECTION WELDED AS SHOWN ABOVE, > SHEET BETWEEN SLAB ON 1” RETURN GRADE AND CONCRETE EACH END TYPICAL PANEL TO ENCASING ELEVATOR PIT. ELEVATOR PIT CONNECTION PL-9"xO'-9"x3/8" THICK EL: 0'-0" AT EACH CONNECTION T/ SLAB ON GRADE 4 4 4 4 I" ALLOWANCE FOR SHIMS 8c .4. 4 GROUT. PROVIDE (1) SHIM 9 1 MI T- 4 TICAL HOOKED DOWELS LOCATED V -O" FROM EACH .4 //4 VER END OF THE PANEL. GROUT CONT. AFTER PANEL IS SET SPACED AT 12" O.C. IN ELEVATOR PIT WALLS. CD 6" (MIN. 6" AND ALIGNED. (TYP.) A)) 61) 8" '1 #4's HORIZ. SPACED AT 10" O.C. '-, 4 9,4, A (MIN IN ELEVATOR PIT WALLS. PROVIDE 4 2 -O"x2'-O" BENT CORNER BAR 2' T EACH HORIZONTAL BAR IN P '-D 1 0 5 9 A IT CORNERS. SEE TILT -UP DIMENSIONAL CONTROL PLAN FOR PIT DIMENSIONS 4 EL: (-)4 VERIFY SIZE WITH LEVATOR MANUFACTURER CONTINUOUS 2x4 KEY WAY T/ ELEVATOR PIT q .4 4 i WITH WATERsTop FOUNDATION 1 4, -.' .4 4 (2)-#4 HORIZ. EQUALLY SPACED IN SUMP PUMP PIT WALLS. CLR. CLR. CLR. 8 EQ. 7 1/4" EQ. #4 VERTICAL HOOKED DOWELS v z #4's SPACED AT 12" O.C.4 4 4 SPACED AT 12 O.C. IN SUMP EACH WAY TOP AND BOTTOM 4. 4 IN ELEVATOR PIT SLAB q PUMP PIT WALLS. 4 4 �l 8 #4's SPACED AT 12" O.C. V-6" 8" 4" EACH WAY IN SUMP PUMP r"— �11 Till I �1� 51 PIT SLAB lllko.lw.m,mw,..r"DUMPSTER PANEL- Sl.q�LS4.03 51.04 :LEVATOR PIT DETAIL 0 A R C II I T E C u R A L DYNAMICS,INC 2816 PICKFAIR STREE'r - ORLANDO, FL - 32803 PI 1407 897 5461 ARCHS OLVE@AOL.COM w w w a r ch d y n. co m ARCHI rEC WRAL CORPORATION REGis,rRArvi NUMBER AA2600236-1 INTERIOR DESIGN REGISTRATION NUMUER 1826001339 lFzmwTzxLm . 1, 1 I'll T rwwumm�--mw PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 'LO JULY 2016 REV.: GENERAL COORDINATION 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING A3 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. A4 22 MARCH 2017 ---------- il tElIA 6 McKe -T -1 TION Co. coms. J- uc C-4 rn U20821". 0 Lij 0 U J 0 j Ln ck� LL. 0 c.-) 0 cy 0 LL. Z V) ENGINEER SEAL SIGNATURE 7m JONATHON'r. SCHUCHMANN FL P.E. 60256 0 E % NO 6 -7 -cat SST- fE OF .'orte% OR /01NIAL designed: CO / JTS KRG / TFS reviewed: j,rs Project code: 20-16-1197 SHEET INFORMATION FOUNDATION - SLAB ON GRADE DETAILS SHEET NUMBER S4 t� 03 SANFORD Ilmn O�cOR L F=r� PARKING CANOPY COLUMN fTOUNDATIOI\4 I S1.03LS4.013 3/4"=1'-0" WA -1 AT TILT -UP 51.05 PANEL AND ELEVA'�OWR----------� PIT WALL. 7 1/4" 7 1/4" "Z HII v INSIDE FACE OF I" RETURN\ 7F TILT -UP PANEL, SEE PANEL TILT -UP PANEL EACH END —3/16 8 ELEVATIONS FOR LAYOUT, SIZE AND REINFORCING. SEE PLANS FOR LOCATIONSTHICK '"x3/8" PL -9 xO-9 T EACH CONNECTION WA -1 AT TILT -UP PANEL AND A SLAB ON GRADE. REFER TO ELEVATOR PIT WALL. SEE FOUNDATION PLAN FOR SIZE T PANEL TO PANEL NOTE: AT ELEVATOR SHAFT PANEL ELEVATIONS FOR AND REINFORCING. AND PANEL TO CAP PANEL CONNECTIONS, LOCATIONS. . .... PROVIDE A PL -9%0 -9„ x3/THICK PLATE ATW' PROVIDE 10 MIL POLY SLIP - EACH CONNECTION WELDED AS SHOWN ABOVE, > SHEET BETWEEN SLAB ON 1” RETURN GRADE AND CONCRETE EACH END TYPICAL PANEL TO ENCASING ELEVATOR PIT. ELEVATOR PIT CONNECTION PL-9"xO'-9"x3/8" THICK EL: 0'-0" AT EACH CONNECTION T/ SLAB ON GRADE 4 4 4 4 I" ALLOWANCE FOR SHIMS 8c .4. 4 GROUT. PROVIDE (1) SHIM 9 1 MI T- 4 TICAL HOOKED DOWELS LOCATED V -O" FROM EACH .4 //4 VER END OF THE PANEL. GROUT CONT. AFTER PANEL IS SET SPACED AT 12" O.C. IN ELEVATOR PIT WALLS. CD 6" (MIN. 6" AND ALIGNED. (TYP.) A)) 61) 8" '1 #4's HORIZ. SPACED AT 10" O.C. '-, 4 9,4, A (MIN IN ELEVATOR PIT WALLS. PROVIDE 4 2 -O"x2'-O" BENT CORNER BAR 2' T EACH HORIZONTAL BAR IN P '-D 1 0 5 9 A IT CORNERS. SEE TILT -UP DIMENSIONAL CONTROL PLAN FOR PIT DIMENSIONS 4 EL: (-)4 VERIFY SIZE WITH LEVATOR MANUFACTURER CONTINUOUS 2x4 KEY WAY T/ ELEVATOR PIT q .4 4 i WITH WATERsTop FOUNDATION 1 4, -.' .4 4 (2)-#4 HORIZ. EQUALLY SPACED IN SUMP PUMP PIT WALLS. CLR. CLR. CLR. 8 EQ. 7 1/4" EQ. #4 VERTICAL HOOKED DOWELS v z #4's SPACED AT 12" O.C.4 4 4 SPACED AT 12 O.C. IN SUMP EACH WAY TOP AND BOTTOM 4. 4 IN ELEVATOR PIT SLAB q PUMP PIT WALLS. 4 4 �l 8 #4's SPACED AT 12" O.C. V-6" 8" 4" EACH WAY IN SUMP PUMP r"— �11 Till I �1� 51 PIT SLAB lllko.lw.m,mw,..r"DUMPSTER PANEL- Sl.q�LS4.03 51.04 :LEVATOR PIT DETAIL 0 A R C II I T E C u R A L DYNAMICS,INC 2816 PICKFAIR STREE'r - ORLANDO, FL - 32803 PI 1407 897 5461 ARCHS OLVE@AOL.COM w w w a r ch d y n. co m ARCHI rEC WRAL CORPORATION REGis,rRArvi NUMBER AA2600236-1 INTERIOR DESIGN REGISTRATION NUMUER 1826001339 lFzmwTzxLm . 1, 1 I'll T rwwumm�--mw PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 'LO JULY 2016 REV.: GENERAL COORDINATION 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING A3 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. A4 22 MARCH 2017 ---------- il tElIA 6 McKe -T -1 TION Co. coms. J- uc C-4 rn U20821". 0 Lij 0 U J 0 j Ln ck� LL. 0 c.-) 0 cy 0 LL. Z V) ENGINEER SEAL SIGNATURE 7m JONATHON'r. SCHUCHMANN FL P.E. 60256 0 E % NO 6 -7 -cat SST- fE OF .'orte% OR /01NIAL designed: CO / JTS KRG / TFS reviewed: j,rs Project code: 20-16-1197 SHEET INFORMATION FOUNDATION - SLAB ON GRADE DETAILS SHEET NUMBER S4 t� 03 SANFORD Ilmn O�cOR L SC: 1 1/2" = 1'-0" R W/2 W/2 3 1 /2" 3 1/2" -------- I I -- - - - - - - - - COLUMN FOUNDATION: REFER TO PLAN AND FOUNDATION SCHEDULE FOR SIZE AND REINFORCING. 3/16 _---HSS- BASE PLATE: ! REFER TO PRE-ENGINEERED �L �\ ! METAL BUILDING FABRICATION �t ,�, ; \ DRAWINGS FOR SIZE AND ANCHOR BOLT LAYOUT. j Imo- SLAB BLOCKOUT: o -m -- --. --. --- -- - -a PROVIDE A 2'-0" DIAMETER BLOCKOUT. I COLUMN CE (4)-F1554 GR. 36 ANCHOR - FOUNDATION RODS x 1'-1" LONG. I ANCHOR RODS MAY BE CUT HSS- COLUMN DOWN SUCH THAT TWO --_-��----- I I THREADS REMAIN INTACT FILL-IN SLAB AT �I I I ABOVE THE TOP OF THE NUT. SLAB BLOCKOUT I I f 1/8" EXPANSION JOINT MATERIAL_ EL: 0'-0" I I AROUND BLOCKOUT, _ i I I I I - T/ SLAB ON GRADE 4 . _ -I I - 4. . q d• Ci4 v 4 I I I ° 9 4' q` _ EL: (-)1'-0" II ' T/ FOOTING CDs I I COMPACTED SUBGRADE. REFER TO FOUNDATION/SLAB ON GRADE _ NOTES AND GEOTECHNICAL —► i \� i REPORT FOR REQUIREMENTS. PROVIDE 10 MIL POLY SLIP SHEET rr' 6" MAX. BETWEEN SLAB ON GRADE AND TURN -DOWN CONCRETE ENCASING COLUMN SLAB EDGE BLOCKOUT. IAL COLUMN FOUNDATION DETAIL -� ,.� q.Q,F t" _,.. - - SLAB ON GRADE. REFER TO FOUNDATION PLAN FOR SIZE AND REINFORCING. EL: 0'-0" T/ SLAB ON GRADE N T i I a r- (4)--#4 SPACED AT 10" O.C, EACH WAY IN LINT TRAP PIT FOUNDATION 1'-5" x 1'-5" x 1'-4 1/2" DEEP LINT TRAP PIT. COORDINATE WITH PLUMBING DRAWINGS FOR INSTALLATION REQUIREMENTS. 1, 4 , 4 - III II ' 4p 4 Y.T a ., ., COMPACTS q ° SUBGRADE •4 4 4- (2)-4 HOO.0. IN LINT TRAP PIT WALLS. „ g 3 1 /2" LINT TRAP PIT 3 1 /2" #4 VERTICAL HOOKED DOWELS 31_0, x 3'-0» PACED AT 12" O.C. IN SUMP LINT TRAP PIT FOUNDATION PUMP PIT WALLS. `- 6» _11INT TRAP PIT DETAIL S1.051S4,04 3/4".1'-0- W /4.1 —0 IN CL COLUMN FOUNDATION FURNISH HEAVY HEX NUT W/ FLAT WASHER NOTE: PROVIDE 3" PROJECTION OF ANCHOR ROD ABOVE TOP OF FOUNDATION. HEAVY HEX NUT -TACK WELD UNDERSIDE OF NUT TO ANCHOR ROD LLJ TYPICAL ANCHOR NSD DETAIL SC: 1 1/2" - 1'-0" S1.03 EL: 0'-0" T/ SLAB ON GRADE CD I EL: i -i1'-0" f/ FOOTING W W/2 W/2 2» 2)) - -- .,......P.,.._.,...,..--- W..... w ..I . .,.._ - - _.._ _........— I I I i I I i I i I I I COLUMN FOUNDATION: REFER ! I I I TO PLAN AND FOUNDATION SCHEDULE FOR SIZE AND REINFORCING. I I "' ! I I `"!- PEMB COLUMN BASE PLATE: REFER TO PRE-ENGINEERED i METAL BUILDING FABRICATION DRAWINGS FOR SIZE AND ANCHOR BOLT LAYOUT. SLAB BLOCKOUT: 1 ! ! I PROVIDE A 2'-6" DIAMOND I I BLOCKOUT. I I I L CL COLUMN (4)-F1554 GR. 36 ANCHOR CL FOUNDA TiON RODS x 2'-3" LONG. PEMB COLUMN FILL-IN SLAB AT —\ SLAB BLOCKOUT III I 1/3" EXPANSION II JOINT MATERIAL II AROUND BLOCKOUT. 4 _ 4 . -- II ----- 4. . � ° . 4, v I 41 4 tet- °. I I 4 a' G W vq 4 ° �. 4v 4 ;. TYPICAL COLUMN FOUNDATION DETAIL "'B EDGE COMPACTED SUBGRADE. REFER TO FOUNDATION/SLAB ON GRADE NOTES AND GEOTECHNICAL REPORT FOR REQUIREMENTS. PROVIDE 10 MIL POLY SLIP SHEET BETWEEN SLAB ON GRADE AND CONCRETE ENCASING COLUMN BLOCKOUT. S CHUCHMANN FURNISH HEAVY �' XCOLUMN 8 OVIEDO, FLOMDA 327(35 NUT W/ FLAT WA NUNDATION `IEL: ,107.542.1230 WEB: SSA-ENGI.NEERS.CUNI FL CA No. 27082 x Q HEAVY HEX NUT -TACK a WELD UNDERSIDE OF /_�J_ NUT TO ANCHOR ROD -.0- (2 op NOTE: PROVIDE 3" PROJECTION OF o ANCHOR ROD ABOVE TOP OF FOUNDATION. ra TYP CAE ANCHOR ROD DETAIL SC: 1 1/2" = 1'-0" R W/2 W/2 3 1 /2" 3 1/2" -------- I I -- - - - - - - - - COLUMN FOUNDATION: REFER TO PLAN AND FOUNDATION SCHEDULE FOR SIZE AND REINFORCING. 3/16 _---HSS- BASE PLATE: ! REFER TO PRE-ENGINEERED �L �\ ! METAL BUILDING FABRICATION �t ,�, ; \ DRAWINGS FOR SIZE AND ANCHOR BOLT LAYOUT. j Imo- SLAB BLOCKOUT: o -m -- --. --. --- -- - -a PROVIDE A 2'-0" DIAMETER BLOCKOUT. I COLUMN CE (4)-F1554 GR. 36 ANCHOR - FOUNDATION RODS x 1'-1" LONG. I ANCHOR RODS MAY BE CUT HSS- COLUMN DOWN SUCH THAT TWO --_-��----- I I THREADS REMAIN INTACT FILL-IN SLAB AT �I I I ABOVE THE TOP OF THE NUT. SLAB BLOCKOUT I I f 1/8" EXPANSION JOINT MATERIAL_ EL: 0'-0" I I AROUND BLOCKOUT, _ i I I I I - T/ SLAB ON GRADE 4 . _ -I I - 4. . q d• Ci4 v 4 I I I ° 9 4' q` _ EL: (-)1'-0" II ' T/ FOOTING CDs I I COMPACTED SUBGRADE. REFER TO FOUNDATION/SLAB ON GRADE _ NOTES AND GEOTECHNICAL —► i \� i REPORT FOR REQUIREMENTS. PROVIDE 10 MIL POLY SLIP SHEET rr' 6" MAX. BETWEEN SLAB ON GRADE AND TURN -DOWN CONCRETE ENCASING COLUMN SLAB EDGE BLOCKOUT. IAL COLUMN FOUNDATION DETAIL -� ,.� q.Q,F t" _,.. - - SLAB ON GRADE. REFER TO FOUNDATION PLAN FOR SIZE AND REINFORCING. EL: 0'-0" T/ SLAB ON GRADE N T i I a r- (4)--#4 SPACED AT 10" O.C, EACH WAY IN LINT TRAP PIT FOUNDATION 1'-5" x 1'-5" x 1'-4 1/2" DEEP LINT TRAP PIT. COORDINATE WITH PLUMBING DRAWINGS FOR INSTALLATION REQUIREMENTS. 1, 4 , 4 - III II ' 4p 4 Y.T a ., ., COMPACTS q ° SUBGRADE •4 4 4- (2)-4 HOO.0. IN LINT TRAP PIT WALLS. „ g 3 1 /2" LINT TRAP PIT 3 1 /2" #4 VERTICAL HOOKED DOWELS 31_0, x 3'-0» PACED AT 12" O.C. IN SUMP LINT TRAP PIT FOUNDATION PUMP PIT WALLS. `- 6» _11INT TRAP PIT DETAIL S1.051S4,04 3/4".1'-0- W /4.1 —0 IN CL COLUMN FOUNDATION FURNISH HEAVY HEX NUT W/ FLAT WASHER NOTE: PROVIDE 3" PROJECTION OF ANCHOR ROD ABOVE TOP OF FOUNDATION. HEAVY HEX NUT -TACK WELD UNDERSIDE OF NUT TO ANCHOR ROD LLJ TYPICAL ANCHOR NSD DETAIL SC: 1 1/2" - 1'-0" S1.03 EL: 0'-0" T/ SLAB ON GRADE CD I EL: i -i1'-0" f/ FOOTING W W/2 W/2 2» 2)) - -- .,......P.,.._.,...,..--- W..... w ..I . .,.._ - - _.._ _........— I I I i I I i I i I I I COLUMN FOUNDATION: REFER ! I I I TO PLAN AND FOUNDATION SCHEDULE FOR SIZE AND REINFORCING. I I "' ! I I `"!- PEMB COLUMN BASE PLATE: REFER TO PRE-ENGINEERED i METAL BUILDING FABRICATION DRAWINGS FOR SIZE AND ANCHOR BOLT LAYOUT. SLAB BLOCKOUT: 1 ! ! I PROVIDE A 2'-6" DIAMOND I I BLOCKOUT. I I I L CL COLUMN (4)-F1554 GR. 36 ANCHOR CL FOUNDA TiON RODS x 2'-3" LONG. PEMB COLUMN FILL-IN SLAB AT —\ SLAB BLOCKOUT III I 1/3" EXPANSION II JOINT MATERIAL II AROUND BLOCKOUT. 4 _ 4 . -- II ----- 4. . � ° . 4, v I 41 4 tet- °. I I 4 a' G W vq 4 ° �. 4v 4 ;. TYPICAL COLUMN FOUNDATION DETAIL "'B EDGE COMPACTED SUBGRADE. REFER TO FOUNDATION/SLAB ON GRADE NOTES AND GEOTECHNICAL REPORT FOR REQUIREMENTS. PROVIDE 10 MIL POLY SLIP SHEET BETWEEN SLAB ON GRADE AND CONCRETE ENCASING COLUMN BLOCKOUT. REVwmi S CHUCHMANN STRUCTURAL ASSOCIATES 75G0 KED 13UG LAKE ROAD, SFE 2020 OVIEDO, FLOMDA 327(35 `IEL: ,107.542.1230 WEB: SSA-ENGI.NEERS.CUNI FL CA No. 27082 REVwmi r y. r,„+ Ipii - 1- M .v f= co 0 (,A (D o' 2€ .3'N � cz CM acM v C?n L V E0oc u Q) C)4-' m,4- r� o C: O r) .n N v •1�..•1-� ��ou >, u v o� u>_��u .jo11) 011-0 u N p Q� �uJ OuvLn v) 1-j v Q)tjoM L r) vv vv` -,L v.o 47� 41 M Wa--+ ~! 0 o 'a L F: ^ o C: E' U M u./ u O O a,v © 6h -o E �o .E D s o vi 0u � -� N a), u V1 Q O Oy V) O Qo nO0 ” 0onu �� 4-J "' r3� N 0 4 c'- —, u O 00.x0 M VAI L L 0.0OZ)v ,L 1 0- �g a N �,1 o 0c�04-' uou+,V 2���a� �o vo Ln U c v o-' ..r 0 M 0 +' O vJ1r. L a" 0C.:0 La+ d u rCS > vl 1/1 vi O 0.u,.E N v97'.O'OM 0 0-00 L- V7 0-5-M ,4:" 6 vvou` _LC;7,„vA vv+�.rc v oL�¢'E c� 0,2 ; >. u 0 -00 +J >r—Ucoffin as , u0 ,1: �-0 � 0 V) L V) 4Q, -1T 0-0 +� 4-J 2 u�0�40. L L ouQC:,1v U (� a -J u c m, vi J O ,O •O Off' in on J L E O vs -0 0. 4-0 L�aQ) O� v"OaJ� O-0 V ono O Q) E vC0:0r' V O 2 ,.•. Q 3: on. V. > -C —' u StA N 0a 4-jL m +,-a' w vi V)o,. 01)0 V) Um C)- V,3-n'L�u 4-4 •,- V,��;ra v°coq '4-d N Q, -p s. C: E o v 016 3 r ++ Ln � 9 2Du C v 0'V) 4-J 4�-J cC3 L u vE'0Q) EQav 4-N O 4 CO.0Qw Q)z;wjC 44-� M0 LM- y COLUMN FOUNDATION FURNISH HEAVY HEX NUT W/ FLAT WASHER HEAVY HEX LEVELING NUT HEAVY HEX NUT—TACK WELD UNDERSIDE OF NUT TO ANCHOR ROD r �n w LLa �� T � TYPICAL ANCHOR ROD DETAIL SC: 1 1/2" = 1'-0" EL: 0'-0" T/ SLAB ON GRADE ,1 EL: Hl 1— 0 T/ FOOTING W W/2 W/2 I _ � (4)-3/4"0 F1554 GR. 36 E FOUNDATION ANCHOR RODS x 1'-3" LONG. I ANCHOR RODS MAY BE CUT HSS— COLUMN --- __ DOWN SUCH THAT TWO THREADS REMAIN INTACT FILL—IN SLAB AT I I SLAB BLOCKOUT ABOVE THE TOP OF THE NU -C, I � I NSION 1/2" ALLOWANCE—I 1 j / / MA,rERIALAAROUND BLOCKOUT. FOR SHIM AND GI II I 4 ° 4 � 1• 4 2--11 CD w 0 C� I— f�) . •4 II .4 F4 q. 4 q .4 v ° 4..a 4 .I TYPICAL COLUMN FOUNDATION DETAIL s,.oe s4.06 ;1 1 1/2" Q. Q. 1 1/2" COLUMN FOUNDATION: REFER TO PLAN AND FOUNDATION LOCATION. SCHEDULE FOR SIZE AND REINFORCING. SUPPLEMENTAL EXISTING WF -3.0 C� I I _ I I I 3/16 LLJ I I ------ HSS-5x5x1 /4 BASE PLATE: - _ o I t-3/4"x11"x0'-11" W/ I I (4)-1 1/16" DIA. HOLES. HILTI HIT RE -500 4 HSS-6x6x1 /4 BASE PLATE: ADHESIVE ANCHORING SYSTEM AND PROVIDE 12" �-3/4"x12"x1'-0" W/ (4)-1 1/16" DIA. HOLES. °" SLAB BLOCKOUT: L — — -- I - — — — — — — —��-- PROVIDE A 2'-0" DIAMETER ° BLOCKOUT. n WF -3.0 FOUNDATION. COLUMN EXTERIOR WALE. FOOTING DETAIL A -F � (4)-3/4"0 F1554 GR. 36 E FOUNDATION ANCHOR RODS x 1'-3" LONG. I ANCHOR RODS MAY BE CUT HSS— COLUMN --- __ DOWN SUCH THAT TWO THREADS REMAIN INTACT FILL—IN SLAB AT I I SLAB BLOCKOUT ABOVE THE TOP OF THE NU -C, I � I NSION 1/2" ALLOWANCE—I 1 j / / MA,rERIALAAROUND BLOCKOUT. FOR SHIM AND GI II I 4 ° 4 � 1• 4 2--11 CD w 0 C� I— f�) . •4 II .4 F4 q. 4 q .4 v ° 4..a 4 .I TYPICAL COLUMN FOUNDATION DETAIL s,.oe s4.06 ;1 6" MAX. TURN—DOWN SLAB EDGE COMPACTED SUBGRADE. REFER TO FOUNDATION/SLAB ON GRADE NOTES AND GEOTECHNICAL REPORT FOR REQUIREMENTS. PROVIDE 10 MIL POLY SLIP SHEET BETWEEN SLAB ON GRADE AND CONCRETE ENCASING COLUMN BLOCKOUT. 9 1/4" INSIDE FACE OF TILT—UP PANEL 1 3/4" CLR. '. 3/4" CR. COVER MIN. COVER (MIN.T 4'-0» POUR—BACK STRIP CONST. JOINT, TILT—UP WALL PANEL PROVIDE REINF. TO MATCH SEE PLAN TYP. SLAB REINF. #4 WALL TIES AT 4'-0" O.C. MAX. — 6" I4's x CONT. 6" MACROSYNTHETIC FIBER HOOK AROUND HORIZ. REINFORCING LOCATED AS SHOWN SLAB—ON—GRADE BAR. SEE PANEL DRAWINGS FOR REINFORCEMENT LOCATIONS. 8„ �� PROVIDE #4 SLAB TIE BARS x 11'-0" 3'-6" \ a *:..: LUNG SPACED AT 4'" EL: 0'-0" i� T/ CONC. SLAB G I EL: (—)1'-0" T/ FOOTING 1 1/2" ALLOWANCE FOR - SHIMS & GROUT. GROUT FULL WIDTH AND LENGTH OF PANEL AFTER PANEL IS SET AND ALIGNED i —U O.C. EXTEND BARS 3'-6" INTO POUR—BACK STRIP. — — __ __. —. _ _ _. — — —V 4 d V 3,> 2'-0» LAP (MIN.) 4 4 � 4 ° 'LC) COMPACTED CD i. `'a ° f.. w o0 f� SUBGRADE J 4 I ° 4 a Ca I P� � 4 I. �- LL 4 4 V 4 d q 4 '.. I 4� Ln` � TILT—UP PANEL I REFER TO FOUNDATION PLAN _ 3 CLR AND SCHEDULE FOR FOOTING CL FOUNDATION 1 —6 I 1— �' TYP• `'IZE REINFORCEMENT AND LOCATION. SUPPLEMENTAL EXISTING WF -3.0 ° q DRILL & EPDXY (4)—#5x2'-9" d . FOUNDATION FOUNDATION AND BOTTOM TRANSVERSE EACH SIDE OF EXISTING a WF -3.0 FOUNDATION. USE HILTI HIT RE -500 4 11 —0 ADHESIVE ANCHORING SYSTEM AND PROVIDE 12" 9 4' °" 4 ° ° 4-, n WF -3.0 FOUNDATION. EXTERIOR WALE. 6" MAX. TURN—DOWN SLAB EDGE COMPACTED SUBGRADE. REFER TO FOUNDATION/SLAB ON GRADE NOTES AND GEOTECHNICAL REPORT FOR REQUIREMENTS. PROVIDE 10 MIL POLY SLIP SHEET BETWEEN SLAB ON GRADE AND CONCRETE ENCASING COLUMN BLOCKOUT. 9 1/4" INSIDE FACE OF TILT—UP PANEL 1 3/4" CLR. '. 3/4" CR. COVER MIN. COVER (MIN.T 4'-0» POUR—BACK STRIP CONST. JOINT, TILT—UP WALL PANEL PROVIDE REINF. TO MATCH SEE PLAN TYP. SLAB REINF. #4 WALL TIES AT 4'-0" O.C. MAX. — 6" I4's x CONT. 6" MACROSYNTHETIC FIBER HOOK AROUND HORIZ. REINFORCING LOCATED AS SHOWN SLAB—ON—GRADE BAR. SEE PANEL DRAWINGS FOR REINFORCEMENT LOCATIONS. 8„ �� PROVIDE #4 SLAB TIE BARS x 11'-0" 3'-6" \ a *:..: LUNG SPACED AT 4'" EL: 0'-0" i� T/ CONC. SLAB G I EL: (—)1'-0" T/ FOOTING 1 1/2" ALLOWANCE FOR - SHIMS & GROUT. GROUT FULL WIDTH AND LENGTH OF PANEL AFTER PANEL IS SET AND ALIGNED i —U O.C. EXTEND BARS 3'-6" INTO POUR—BACK STRIP. — — __ __. —. _ _ _. — — —V 4 d V 3,> 2'-0» LAP (MIN.) 4 4 � 4 ° 'LC) COMPACTED CD i. `'a ° f.. w o0 f� SUBGRADE J 4 I ° 4 a Ca I P� � 4 I. �- LL 4 4 V 4 d q 4 '.. I 4� Ln` � TILT—UP PANEL I REFER TO FOUNDATION PLAN _ 3 CLR AND SCHEDULE FOR FOOTING CL FOUNDATION 1 —6 I 1— �' TYP• `'IZE REINFORCEMENT AND S1.061S4.06 3/4"="1'-0" ,a t ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCMOLVETAOL.COM IYIt�6! ���el w w w. a r c h d y n c 0 m ARC FIITEC'FURAL CORPORA -NON REGISTRATION NUMBER AA26002364 IN"rERIOR DESIGN REGIS'FRAFION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT "LO JULY 2016 REV.: GENERAL COORDINATION 22 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN, COORD.O =22MARCH 2017 cK CONST AUC riorj Co l ra.,- u 217 CN4 t -) r U. 611, LLJ a: ui U. ENGINEER SEAL / SIGNATURE JONATFION •r. SCHUCHMANN FL P.E. 60256 ,o�,�! %% �+ T . S Cy •,, oG E Nt •(. i NO. 02 6 oy o e �JO 4TA-DE i o'(V vd�T�S Fc<1O R , i o CONAL ��411!!l1y� gi 4 designed: CO JTS :,i a drawn: KRG JTS reviewed: JTS project code: 20-16-1197 SHEET INFORMATION FOUNDA1FION - SLAB ON GRADE DETAILS SHEET NUMBER AVIV 7- ��\CUING 1 � SANFOF o, ���� LOCATION. SUPPLEMENTAL EXISTING WF -3.0 SUPPLEMENTAL DRILL & EPDXY (4)—#5x2'-9" LONG @ 14" U.C. TOP FOUNDATION FOUNDATION AND BOTTOM TRANSVERSE EACH SIDE OF EXISTING WF -3.0 FOUNDATION. USE HILTI HIT RE -500 11 —0 ADHESIVE ANCHORING SYSTEM AND PROVIDE 12" EMBEDMENT. PROVIDE (3)—#5x3'-8" LONG TOP AND BOTTOM LONGITUDINAL AT EACH SIDE OF EXISTING WF -3.0 FOUNDATION. EXTERIOR WALE. FOOTING DETAIL A -F 6" SLAB S1.061S4.06 3/4"="1'-0" ,a t ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5461 ARCMOLVETAOL.COM IYIt�6! ���el w w w. a r c h d y n c 0 m ARC FIITEC'FURAL CORPORA -NON REGISTRATION NUMBER AA26002364 IN"rERIOR DESIGN REGIS'FRAFION NUMBER IB26001339 PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT "LO JULY 2016 REV.: GENERAL COORDINATION 22 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN, COORD.O =22MARCH 2017 cK CONST AUC riorj Co l ra.,- u 217 CN4 t -) r U. 611, LLJ a: ui U. ENGINEER SEAL / SIGNATURE JONATFION •r. SCHUCHMANN FL P.E. 60256 ,o�,�! %% �+ T . S Cy •,, oG E Nt •(. i NO. 02 6 oy o e �JO 4TA-DE i o'(V vd�T�S Fc<1O R , i o CONAL ��411!!l1y� gi 4 designed: CO JTS :,i a drawn: KRG JTS reviewed: JTS project code: 20-16-1197 SHEET INFORMATION FOUNDA1FION - SLAB ON GRADE DETAILS SHEET NUMBER AVIV 7- ��\CUING 1 � SANFOF o, ���� = 1,_0» s atta'ri i a s : 1 1 /2„ 1 1/2 3/4 ->, I �{ 1 1/2 9, — 1 1 /2„ 3/4" „ { 5 l ,{ — t Cf� ti n » — » \ c— �� „ 1/2 4" ( ARCHITECTURAL DYNAMICS, INC 1 _ — 2816 PICKFAIR STREET • ORLANDO, FL • 32803 1 2" — — U —©— \ --- � I I PH4078975<61 ARCHSOLVEC°AOL.COM u » — / 4„ e IA®tt1a i m� ffiwva,�®d!I w w w a r c h d y n c u m Cn ( \ ARCHITECTURAL CORPORATION REGISmArvi HUMBER AA26002364 C-\, I \ I INTERIOR DESIGN REGIS I'RATION NUMBER 1826001339 - - OF PLATE c� �•, I I PLAN SUBMISSIONS Et REVISIONS \ C ^ o — - �� OF PLATE SUBMITTAL: ISSUED FOR PERMIT \ - ( �_ _ _ 20 JULY 2016 �- OF PLATE I I REV.: GENERAL COORDINATION00 1.0 OF PLATE � Q 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING/3\\ N N C\I Cil s- _ » » „ - „ » » ,> » 1�4 MARCH 2017 WELD 1 /2 x4 x0 -8 W/ WELDt-1/2"x4%0 10 WELD 3/4 x12 x2 -3 W/ WELD -3/4 x12 x1 6 W/ OF PLATE (2)-1/2" DIA. x 4" LONG OF PLATE W/ (2)-1/2" DIA. x 4" OF PLATE ('10)-1/2" DIA. x 5" LONG OF PLATE (8)-1/2" DIA. x 5" LONG HEADED STUDS WELDED TO LONG HEADED STUDS HEADED STUDS WELDED TO HEADED STUDS WELDED TO REV.: COFFEE PRODUCTION/GEN. cooRD.® PLATE WELDED TO PLATE PLATE PLATE 22 MARCH 2011 WELD PLATE PL-1 WELD PLATE PE-2 WELD PLATE PL-3 WELD PLATE PL--4 7 RE UIRED 44 RE •UIRED �McKee�"o 0 8 REQJ RED`` 35 REQUIRED (�l-6 Q ) ( , kk' SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2 = 1'-0" SCALE: 1 1/2" = 1'-0" � ONSTfsuc nc�l<I Co..GrpMwm. 1 1/2 - 5" 1 1/2" 3/4))- 5" NOTE: STRUCTURAL STEEL FABRICATOR SHALL - COORDINATE WITH KIRBY BUILDING SYSTEMS FOR 10 THE REQUIRED SPACING OF THE FERRULE INSERTS. 8" " - t- - " 1 2 10 „ „ 1/2 " 1 1/2' 5,> 1 1/2" / 5» 1 1/2)) 3 1 /2 3 1/2' 1 1/2" 5" NOTE: - �� OF LATE t-1 /2"x10"x0'-11" HOT DIP SHIP W/ (4) 1/2"0 x 2 1/4" A325 Fin Z GALVANIZED W/ (6)-1/2" DIA. BOLTS & (2) HARDENED WASHERS _ d x 5 LONG HEADED STUDS I I n -( WELDED TO PLATE 3/16 - - - moi' -(C)- - OF PLATE° �. CD OF PLATE - - � OF PLATE ^ Lu 3 1/2' - - - - - - - \ � p Lu 0 yaw 2 1 1/2" / N ^N �N c`l WN N I FERRULE INSERTS" PL » „ „ - I T W/ WELD t „ `- 9/16" HOLES AT rL 9/16 DIA. HOLES IN ,_ WELD 1 /Z x8 x1 -0 FL ; 3/4>, x8» x1, -9 W/ UJ U 2 1/2" 5" 2 1/2) FERRULE INSERTS PLATE AND 1 /2 -13NC OF PLATE (4)-1/2" DIA. x 5 LONG OF PLATE (8)-1/2" DIA. x LONG , F-43 FERRULE INSERTS HEADED STUDS WELDED 1*0 HEADED STUDS WELDED TO _ AND F-45 CAP PLUG BY PLATE PLATE DAYTON-SUPERIOR. WEED PLATE PL-5 WELD PLATE PL-6 WELD PLATE PL-7 Ln (2Q REQUIRED2 REQU RED) 6 REQUIRED SCALE: 1 1/2" = 1'-O" SCALE: 1 1/2" - 1'-0" SCALE: 1 1/2" = 1'-0" N ENGINEER SEAL / SIGNATURE . • - �--N®91Y27�"Yd9m7!r.Y'i<'=ia=,»e,;�mw JONATHON T. SCHUCHMANN FL P.E. 60256 6" A`jJtattaaa,tfi� I. E ,y S�°°4.��✓� IN iVC). 6 2 6 MARK THIS LEG "T/PANEL" N I 00 �Q L-6x6x3/8" x 1'-0" ` �} �^� :3 °© E (�F ° k RX o'YYiS..tq�+,`�1�� ii `0 Co i i — ' ! deslnned: CO / JTS 3/4"0 HOLES drawn: 10» KRG /JTS CL 1 /2„ DIA. x 6» » I » I » reviewed: JT5 N _ 4» HEADED STUDS (HORIZ.) 3 6 S -- aN project code: 20-16-1 197 CD 1/2» DIA. x 6» ° NOTE: SHIP W/ (4)-5/8"0 x 6" HEADED STUDS (VERT.) SHEET INFORMATION `LONG SIMPSON TITIN HD ANCHORS 6” 1'-0" - � - -�------ (PRODUCT NO. THD62600H) INSIDE FACE OF TILT-UP PANEL 5 L3 1/20 1/2x'1/4 x 4'-0" STEEL PIECE DETAILS LONG HOT DIP GALVANIZED L8x8x1/2 x 1'-0" LONG W/ W/ (8)-1/2 DIA. x 3" LONG ` (4) 3/4» DIA. HOLES. HEADED STUDS WELDED TO ANGLE. . CORNER GUARD ANGLE L-1 CORNER ANGLE L-2 WELD ANGLE WA-1 SHEET NUMBER XX 40:RCQUIR U (26 REQUIRED + 4 64 REQUIRED _ F » , » 1 1 2" — 1'-0" STRUCTURAL SIOCIAT' S �� ING SCALE: 1 1 /2 = 1-0 2 H 0 T DIP G A L VA N ZED) / I 7560 RED BUG LAKE 5,E 20200 A SCALE: 1 1 /2» _ 1,-0» oVIEC7O. FLr)RIUA 3z7G5 rl 'I EL: ,107.5,12.1280 S�NF�RO WEB: SSA-L:NChVEL'RS.COAI 2708E �w ... PLC 1 N �I;: -•f REVlbivii 4' Lf) co Cir 0- 1 10 WID LINE 16 (UUl51DE FACE OF PERPENDICULAR PANEL) 28'-8" 1 27'--5 1/2" 7 1/4" 2� T1.01 T1.03 T1.01 T1.03 �2 _ 4 (SIM.) P100 CD C) Q C—)Q CJ a .— — 13'-5 1/8)) 13'-5 1/8" 7 1 /4" 7 1/4" 7 1 /4" TILT -UP PANEL DIMENSIONAL CONTROL PLAN NOTES: 1. REFER TO DETAILS 3/S4.03 AND d -/S4.03 FOR SECTIONS THROUGH THE TILT -UP PANELS AND FOUNDATION AT AND AWAY FROM THE SETTING PAD FOUNDATIONS. DUMPSTER TILT -BJP PANED DIMEN'SIONAL CONTROL. PLAN SCALE: 1/8"=V-0" SCALE: 3/64"=1'-0" EL: 0'-0" (REF.) T/ FINISH FLOOR _ EL: SEE PLAN T/ WALL FOUNDATION NORTH 180° BUILDING KEY PLAN SCALE: 1128°=1'-0" S CHUCHMANN STRUCTURAL ASSUC[ivrES 7560 REO BUG LAKE IZOAD. STI: 2020 OVIEDo, FLORIDA 32765 TEL: =107,542.1280 �•' WEB: 9SA-FNCINEER5.00n1 FI, CA No. 27082 t 3 i x tl E a J tx < F £ S I ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 407 897 5,161 ARCHSOLVE@AU .COM loan mamm2mmuldl w w w. a r c h d y n c o m ARC HITECTURAL CORPORATION REGISTRATION NUMBER AA2600236-1 IN rERIOR DESIGN REGISTRATION NUMBER 1626001339 PLAN SUBMISSIONS ft REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 ........... REV.: GENERAL COORDINATION 22 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING 33 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD,A 22 MARCH 2017 Mc)K'Ke CON X11 S r F O. ri 0 ZD LLJ Lit, aagr PJ9LS.TStY Y:Y'0619SR1'E7 `r �7 r 47T ENGINEER SEAL / SIGNATURE JONATHON T. SCHUCHMANN FL P.E. 60256 `,,9'd7'illliidl00 s�LL�����v `Aye �� a+aa®• �l� ,��� NO. CT tl "yy�a a 6r . e E OF ° <V OR ()NX L �l11919911�9 designed: CO / J I -S drawn: KRG / J I S reviewed: JTS project code: 20-16-1197 SHEET INFORMATION PARTIAL. TACT -UP PANE. DIMENSIONAL CONTROL PLAN SHEET NUMBER ���LD1nc I 1 o 0 E SANFORU REVio,vii 14 15 16 17 18 19 20 21 22 23 C� ' n" -n renin i inir 25'-0" 25'-0" 25'-0" 25'-0" �, 25'-0" 25'-0" 25'-0" 25-0" 25'-0" 25-0" 25'-0" TO GRID 139 1/4" 25-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 25'-0" 11'-8 3/4" _ (24'-114") (24,_11 „) (24-111 (24'-111") (24' 11l") (24'_11"') (24'--11 „) (24'-11"') (24>-114») (24'_114") (11'-7"' i P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 P24�-�- C) a v I �I :Cm 14 GmCL 2 _. �r � T1.02 T1.03 I �- T1.02 T1.U3 cn •� d cn � O c�i a zlz ate. v v CL cL I X17 .. I I �- � VIt- - N ri I n N `� rel -Id- cam, Cl-- I In cv I �� is C) 41-0)) a-. n ^ � POUR -BACK STRIP CD CL CD C �) Cv LC7 C'� r -I d- c— r> I � 9'-6 1/2 r-. -6 1/2") ® ® ,- c o 0,> 4 CAP PANEL P92- 92 10 it 71.02 T1.03Ln T7.02 co &r,03 I-� I CD 88 r1a. cel I a 0o ° - •- P90 - 12 T1.02 T1.03 T1.02 T1.03 �. ^CJ �Tid Cid z l `J+r I r. r M 9- 6 1 /2" Q om* �, a irk Nr _ Lo C) 14 c 5 rf' (D +t 71.02 T1.03 a- T1.02 T1.03 G P59 P�8 P P 5 �0 G o Lin I 16'-11» 22'-8" 29'-2» 22'-8" 13'-61/4" a- N `- - (16' -10J" (22'-71 (29'-11") (22'-7j") (13'-5?+ o �� ,-r<r Ln CL00 # 1~ LC) �Ir _ =� CD n -Id + + + + J JJ 4-0 fr) CL G I Lo r _ I i a_ POUR -BACK + + STRIP CD s® ® Is - Lo _ 00 G i<r - r r � � a 14 I-) a- �' d Lp N T1.02T1.03 + N 4'-0» C POUR -BACK `} rn a, � I �raSTRIP jfQ_ 1 �) 3�- r i �1�Iw 71.02 71.03 -x1.02 -r1.03 T1.02 T�.03 CD fr�l LOW cv I rr co47 P46 P45 P44 P P42 P41 �� (-1'-0") 'S > (-S-01)) (-3'-0") 1T) (-5'-0" (-5-0") 'Y' (-1'- _ 148'-8" 12'-6" 25-0" 25'-0" 25'-0" 25'-0" 25'-0" 12'-6" I0 RAMP SIDE FACE OF TRUCK WELL PANEL Ole (12'-5�") (24'-11"') (24'-11 ") (24'-111") (24-11 ") (24'-111") (12'-55") 425'-0" TO GRID LINE 1 150'-0" -q o o -O SCALE: 3/54 EL: 0'-0" (REF.) T/ FINISH FLOOR EL: SEE PLANG___ T/ WALL FOUNDATION NORTH 180° BUILDING KEY PLAN SCALE: 1/128"=I' -O" SANFORD O�pARS�J\�� VIJ��r� ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" 4'-2" 4'-2" 4'-211 v 4'-2" 4'-2" �. PEMB PURLIN r EMBED PLATE PL -2 (U.N.O.) (DIST. FROM�- T/PANEL TO T/PLATE) 9'-10 5/8" 1 51-21) I 9'-10 5/8" 1'-5 5/8" (FUTURE I OPNG) (7)TIES@3'-8"=22'-0" 1'-5 5/8' CJ v EL �y I LO a V)2 CL CED) CD p W _ STRUCTURAL R ,,VEA,L T RVL DIAGONALS CONC. DESIGN CONCRETE CV PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 44 -2 r— V VOLUME AREA STEEL TROWEL FINISH -INSIDE (UP) FACE I 9 1/4" 3/4" LT BL to TR 1 43'-3 3/4" RVL 25.5 CY 898 SF N 211.1 CY � 1'-2 5/8” 1-6„ 2'-8" 2'-8" 2'-8" ]v ,CV � DECK SUPPORT -- cV � T/WA-1 EMBED PLATE PL -1 �° <1- I (U.N.O.) 1'-5 "I /4" 1'-5 1/41' - to T RVL STRUCTURAL REVEALI REVEAL r— DIAGONALS CONC, DESIGN CONCRETE zI PANEL NOTES: WYTHE WYTHB DEPTH WEIGHT STRENGTH VOLUME -�J- I STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 36'-5 1 /8" N/A LO 3/4" ' 56.1 K BL to "fR 35'-10 3/8" 4,000 PSI 13.9 CY T RVt_ -ICA `1 r T/WA-1 � r i , T/WA-1 w <t I N V) _-D Cl- V) Ii J Z Q CD PANEL Z S2 Z � CD\ T RVL o z 0- Ld Ca I r u #4 WALL TIES— - 9'-10 5/8" 1 51-21) I 9'-10 5/8" 1'-5 5/8" (FUTURE I OPNG) (7)TIES@3'-8"=22'-0" 1'-5 5/8' ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" �PEMB PURLIN 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" . 'IV11 EMBED PLATE PL -2 (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) — I LO i Z Q P84 EL �y J T_ a V)2 CL CED) CD p W _ STRUCTURAL R ,,VEA,L PANEL ACTUAL PANEL WIDTH 24'-11 1/4" 2'-0 5/8" 2'-0 5/8" �PEMB PURLIN 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" . 'IV11 EMBED PLATE PL -2 (U.N.O.) (DIST. FROM T/PANEL TO T/PLATE) — I LO i ACTUAL PANEL WIDTH 14'-8 5/8" 2'-0 5/8" � PEMB PURLIN 01 4'-2" 4'-2" 3'-0" EMBED PLATE PL -2 �I (U.N.O.) (DIST. FROM r 1'- T/PANEL. TO T/PLATE) Ln I T RVL � CV <h I io T RVL I ire T RVL J T L2 RETURN REVEALS AT THIS EDCE PANEL r_ T� T L2 CV r�7 hl <° P84 Z �y Q a V)2 CL CED) CD FACE _ STRUCTURAL R ,,VEA,L PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 44 -2 STRENGTH VOLUME AREA STEEL TROWEL FINISH -INSIDE (UP) FACE N/A 9 1/4" 3/4" 103.5 K BL to TR 1 43'-3 3/4" 4,000 PSI 25.5 CY 898 SF ACTUAL PANEL WIDTH 14'-8 5/8" 2'-0 5/8" � PEMB PURLIN 01 4'-2" 4'-2" 3'-0" EMBED PLATE PL -2 �I (U.N.O.) (DIST. FROM r 1'- T/PANEL. TO T/PLATE) Ln I T RVL � CV <h I io T RVL I ire T RVL J T L2 RETURN REVEALS AT THIS EDCE PANEL r_ T� T L2 CV r�7 hl 00 i0 T/RVL Ln rn r• I 00 T RVL N �-A �J- I T/RVL f- i� Lu Z 2 J— �,� CO ZD O CJ o w bi ~- 43 CE #4 WALL TIES— '-5 5/8" (7)TIES@3'-8"=22'-0" 1'-5 5/8 cJ 0 I w w P85 Z �y Q a V)2 N 1 CED) CD FACE =rte Q PANEL .CDC of r' �ONCRETE t`IET PANEL �. PANEL NOTE. WYTHE WYTHE DEPTH WEIGHT STRENGTH a �-�-0=12-0„ STEEL TROWEL FINISH - INSIDE I (UP) FACE TL to BR 43'-3 5/8" (4)TIES@4 9 1/11" �� � #4 WALL TIES BL to TR 1 42'-5 1/2" 4,000 PSI F 211.1 CY 846 SF 1'-2 5/8” 1-6„ 2'-8" 2'-8" 2'-8" ]v � DECK SUPPORT -- .�--��--- P87 T/WA-1 EMBED PLATE PL -1 �° (U.N.O.) 1'-5 "I /4" 1'-5 1/41' - to _ FACE STRUCTURAL REVEALI REVEAL PANEL DIAGONALS CONC, DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHB DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 36'-5 1 /8" N/A 9 1/4" 3/4" ' 56.1 K BL to "fR 35'-10 3/8" 4,000 PSI 13.9 CY 487 SF 00 i0 T/RVL Ln rn r• I 00 T RVL N �-A �J- I T/RVL f- i� Lu Z 2 J— �,� CO ZD O CJ o w bi ~- 43 CE #4 WALL TIES— '-5 5/8" (7)TIES@3'-8"=22'-0" 1'-5 5/8 cJ 0 I w w P85 Z �y Q - J FACE =rte REVEAL PANEL .CDC ACTUAL PANEL WIDTH Q° P85 d IQ—, 2 C s o w - n- FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN r' �ONCRETE t`IET PANEL �. PANEL NOTE. WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE I (UP) FACE TL to BR 43'-3 5/8" N/A 9 1/11" 3/4" 100.5 K BL to TR 1 42'-5 1/2" 4,000 PSI 24.8 CY F ACTUAL PANEL WIDTH 9'-6 1/2 f d IQ—, 2 C s o w a� 5" 5" REVEAL PANEL I CONC. DESIGN 8'-8 1/2" 1 1- � Ef PAS EL PANEL NOTES: i Q STEEL BEAM DEPTH WEIGHT 0 VOLUME - N EMBED PLATE PL -7 42'-5 1/2" N/A I � (U.N.O.) BL to TR g 1/4" 9 1/4" F 211.1 CY 846 SF 2'-8" 2'-8" 2'-8" ]v � DECK SUPPORT -- .�--��--- N T/WA-1 EMBED PLATE PL -1 (U.N.O.) 1'-5 "I /4" 1'-5 1/41' - to cc � PANEL TO CAP --�- T RVL 3'-4" 3'-4" F_ -QY I CU lo PANEL EMBED PLATE WA -1 -ICA `1 �J T/WA-1 I , T/WA-1 <t I 'PANEL EDGE `' PANEL EDGE T RVL Ca I u G I C'\, Cp I "rp L3 TWA -1 f WA -1 F_ OWN FACE — DOWN FACE PANEL EDGE In PANEL EDGE in 7� w w a_ cV V7 I— L _ ¢S W Z C> Z p �`C�D C7Li CD I r I ,, 7� "rte TWA -1 TWA -1 4 T PL -1 OWN FACE - I -DOWN FACE PANEL EDGE -_ -T_ PANEL EDGE - T PL -7 cV \ — - r D C7 00 I I 4 F ,T/WA-1 OWN FACE TWA DOWN -1 FACE PANEL EDGE PANEL EDGE 4 k B/WA-1 DOWN FACE PANEL EDGE B/NIA-1 NOTE: DOWN FACE TILT -UP PANEL HAS BEEN _ PANEL EDGE DETAILED SUCH THAT THE - OUTSIDE FACE OF THE 4 TILT -UP PANEL (EXTERIOR FACE OF ELEVATOR SHAFT) J1- C Cl L Q IS CAST UP TO ALLOW FOR c�CnB Ea EASE OF ACCESS TO CORNER cm r CONNECTIONS AND RELEASE S-4' S-4" OF PANEL RIGGING DURING PANEL TO SLAB- L:1'-5 ERECTION. EMBED PLATE WA -1 1/4" 1'-5 1/4" DOWN FACELu J P88 <Z FACE STRUCTURAL REVEAL PANEL DIAGONALS C0'1IC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 30'-5 3/8' STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 7 1/4" N/A 25.0 K BL to TR 30'-5 3/8" 4,000 PSI —6.2C Y 276 SF I (UP) FACE ACTUAL PANEL WIDTH 24'-11 1/4" L2'-0 5/8" 2'--0 5/8" PEMB PURLIN 4'-2" 4'-2" 4'-2" 4'-2" 4'-2" �. ' EMBED PLATE PL -2 N cJ cJ cV cJ =J (U.N.O.) (DIST. FROM -= T` T/PANEL TO T/PLATE)`2,1 9'-10 5/8" 1 \5'-2"� I. 9'-10 5/8" I-1'-5 5/8" I (FUTURE I OPNG) (7)TIES03'-8"=22'-0" 1'-5 5/8 .�• 00 f d IQ—, 2 C s o w a� STRUCTURAL REVEAL PANEL I CONC. DESIGN _ C C �ON ..RETE 1 1- � Ef PAS EL PANEL NOTES: i Q WYTHE DEPTH WEIGHT 0 VOLUME AREA N TL to BR 42'-5 1/2" N/A I � i BL to TR U-) F 211.1 CY 846 SF T RVL N T/WA-1 r � I to cc T RVL F_ -QY I CU �V -ICA `1 �J I <t I T RVL u C'\, I L3 T RVL F_ CJ r a) in w w a_ cV V7 I— L _ ¢S W Z C> Z p �`C�D C7Li r OE #4 WALL TIES ,, 9'-10 5/8" 1 \5'-2"� I. 9'-10 5/8" I-1'-5 5/8" I (FUTURE I OPNG) (7)TIES03'-8"=22'-0" 1'-5 5/8 .�• r CL. J ~ f d IQ—, 2 C s o w ACTUAL PANEL WIDTH 5'-7 1/2" _J LLI LO P86 (L. HOIST BEAM C EMBED PLATE PL -6 FA E C STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN _ C C �ON ..RETE 1 1- � Ef PAS EL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 42'-5 1/2" N/A 9 1/4" 3/4" 97.5 K BL to TR 1 41'-7 1/2' 1 4,000 PSF 211.1 CY 846 SF ACTUAL PANEL WIDTH 5'-7 1/2" 3'-0" 2'-71/2" (L. HOIST BEAM f --; EMBED PLATE PL -6 1/2„ 5° - DOWN FACE (U.N.O.) OL MEZZANINE JOIST--'l�. -2° 2'-6" I'-2" SUPPORT EMBED PLATE ELI (U.N.O.) g 1/4n 9 1/4" - � PANEL TO CAP PANEL EMBED PLATE WA -1 -r/WA-1 -`� T PL-_ ANEL EDGEI UNWN_ FAE b I T/WA-1 CD rAI\ILL LUUL I I i -- T WA --1 T PL -1 ANEL EDGE I aj Q I i�- T WA -1 4 _ANEL EDGE Y B/WA-1 DOWN FACE PANEL EDGE B/WA-1 NOTE: DOWN FACE TILT --UP PANEL HAS BEEN 1 PANEL EDGE DE TAILED SUCH THAT THE OUTSIDE FACE OF THE L;4 TILT -UP PANEL (EXTERIOR < FACE OF ELEVATOR SHAFT) n IS CAST UP TO ALLOW FOR c a FF �' E9 EASE OF ACCESS TO CORNER s a CONNECTIONS AND RELEASE _ 4'-1" OF PANEL. RIGGING DURING EMBED PANEPLATTEL TO JWAS 1 Y 9 1/4" 9 1/4" ERECTION. DOWN FACE S C 1-t U C 1-1 NI A N N Z Q89 F STRUCTURAL ASSOGIA"I'LS <f I /5GO RED 13UG LAKE IZOAD .,re 2020 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL ~` OVIEDO. FLORIDA 32765 r PANEL NOTES: _ _ _ rl•1. �lo/..uIG.12F30 WYTHE WYTHE DEPTH WEIGHT TL to BR 29'-5 1/2" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE Weis. SSA-ENGINBERSCONI N/A 7 1/4" N/A 14.7 K BL to TR 29'-5 1/2" 4,000 PSI 3.6 CY 163 SF (UP) FACE FL CANo. 2i082 ipl I, b I t , ,0' a r 1 y g, r G ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET ORLANDO,FL - 32803 PH 401897 5,161 ARCHSOLVE@AOL.COM 1' 1®��@1'r�'lE+uemsr+sen,^tusx� gi m JJ 1 i w w w. a r c h d y n. c o m ARCO fECTURALCORPORATION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGISTRATION NUMBER 16260U1339 PLAN SU13MISSIONS £t REVISIONS SUBMITTAL: ISSUED FOR PERMIT (( 20 JULY 2016 REV.: GENERAL COORDINATION 22 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING 14 MARCH 2017 REV.: COFFEE PRODUC"TION/GEN. COORD.Z 22 MARCH 2017 9" 1ee,,"cle' a o r'OA1 TF!UC; lf)NI COrn . WF ' DAG b�' r fv LL. LL"'pppWWW...111 ".SLigJ% �auxamnrecL a;!n•, gnaw ENGINEER SEAL / SIGNATURE JWATHON T. SCHUCHMANN FL P.E. 60256 `,Ov,11471JAAA, I �.y0 0•••swaurcyq� �+, ••�CENSF••C'yr'. 25 OE <L/r ✓, e�l . OR • �o� •` /UNAL s it 1AAilIS�� desi,ned: CO / JTS drawn: KRG JTS reviewed: � JTS project code: —� 20-16-1197 SHEET INFORMATION TILT -UP PANEL LAYOUT P84 -x'89 F SHEET NUMBER T 2 1 SARIF DIZ`s O OM ,CTUAL PANEL WIDTH 9'-6 1/2" e- .5 - .5 3/4" 9 3/4" DECK SUPPORT EMBED PLATE PL -1 (U.N.O.) 1'-5 1/4" 1'-5 1/4' - 3'-4r, (L PANEL TO CAP - — PANEL EMBED PLATE. WA -1 TZWA-1 I I T/WA-1 'PANEL EDGE ' PANEL EDGE Q T/1NA-1 T/WA-1 OWN FACE - ---DOWN FACE PANEL EDGE PANEL EDGE 10 4" C 4'-10" 3'-9 3/4"CD f1 � (OPNG�) � ,T WA -1 B/WA-1 TWA -1 DOWN FACE PANEL EDGE DOWN FACE PANEL. EDGE -1 \ -� -1 EMBED PLATE PL -6 DOWN FACE (U.N.O.) MEZZANINE JOIST - SUPPORT EMBED PLATE PL -1 (U.N.O.) PANEL TO CAP -- Z DOWN FACE REVEAL O CL PANEL EMBED PLATE U r� REVEAL. PANEL "r CONC. DESIGN /WA --1 NET PANEL TWA -1 WYTHE r= OWN FACE - DOWN FACE STRENGTH PANEL EDGE AREA PANEL EDGE 4 fi4'-10" N/A 104" 3'-9 3/4" 4 �_ f- BL to TR 30'-5 3/8" 1 4.4 CY (OPNG) N/A co B/WA-1 29'-5 1/2" L T WA -1 00 T/WA-1 DOWN FACE - EDGE -PANEL EDGE �r PANEL EDGE B/WA-1 FACE OF ELEVATOR SHAFT) 11 - `` DOWN FACE L4 T- _ E3 - PANEL EDGE rl,rr, v3 k�' ZE 8 t`z w �3 p 3'-4" E5 CE PANEL TO SLAB EMBED PLATE WA -1 V-5 1 /4" 1'-5 1 /4" NOME: TILT -UP PANEL HAS BEEN DETAILED SUCH THAT THE OUTSIDE FACE OF THE TILT -UP PANEL (EXTERIOR FACE OF ELEVATOR SHAFT) IS CAST UP TO ALLOW FOR EASE OF ACCESS TO CORNER CONNECTIONS AND RELEASE OF PANEL RIGGING DURING ERECTION. DOWN FACE __j B/WA-1 0 I (L HOIST BEAM wOP 9® .. N EMBED PLATE PL -6 DOWN FACE (U.N.O.) MEZZANINE JOIST - SUPPORT EMBED PLATE PL -1 (U.N.O.) PANEL TO CAP -- Z DOWN FACE REVEAL PANEL CL PANEL EMBED PLATE FACE STRUCTURAL REVEAL. PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 30'-5 3/8" N/A 7 1/4" N/A . 18.0 K BL to TR 30'-5 3/8" 4,000 PSI 4.4 CY 199 SF ACTUAL PANEL WIDTH 5 -/ 1/2 B/WA-1 0 I (L HOIST BEAM 2'_11/2„ h� .. N EMBED PLATE PL -6 DOWN FACE (U.N.O.) MEZZANINE JOIST - SUPPORT EMBED PLATE PL -1 (U.N.O.) PANEL TO CAP -- 5441/2 „ 1-24 6 1I g 1/4" 9 1/4„ 4 1 DOWN FACE REVEAL PANEL <zP91 PANEL EMBED PLATE CONCRETE NET PANEL PANEL NOTES: PANEL EDGE WA -1 FACE B/WA-1 REVEAL NOTE: T WA -1 CONC. DESIGN I NET PANEL T/WA-1 T�`T/PL-6'PANEL DOWN FACE EDGE _Fh L PANEL EDGE I o STEEL TROWEL FINISH - INSIDE 1 (UP) FACE DETAILED SUCH THAT THE OUTSIDE FACE OF THE a N/A cD N/A 14.7 K cD 29'-5 1/2" L T WA -1 163 SF T/WA-1 Q'PANEL I - EDGE -PANEL EDGE �r FACE OF ELEVATOR SHAFT) - `` r. T- T/WA-1 izWA-1 T PL -1 ANEL EDGE - - PANEL EDGE - [ [ -�I-- c3 `j' o I I T WA -1 T/1A-1 4 _ 'PANEL EDGE - y, _ - T' PANEL EDGE �i- DOWN FACE 00 B/WA-1 0 I V 7) p h� .. N FACE DOWN FACE REVEAL PANEL <zP91 CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: PANEL EDGE WYTHE FACE B/WA-1 REVEAL NOTE: DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: DOWN FACE WYTHE TILT -UP PANEL HAS BEEN Id STRENGTH I PANEL EDGE STEEL TROWEL FINISH - INSIDE 1 (UP) FACE DETAILED SUCH THAT THE OUTSIDE FACE OF THE 29'-5 1/2' N/A T 1/4" N/A 14.7 K BL to TR 29'-5 1/2" L 4 163 SF TILT -UP PANEL (EXTERIOR Q FACE OF ELEVATOR SHAFT) - `` IS CAST UP TO ALLOW FOR oJ w E3 Ea EASE OF ACCESS TO CORNER I C w m '- w w CONNECTIONS AND RELEASE 4n � OF PANEL RIGGING DURING �. PANEL TO SLAB ERECTION. EMBED PLATE WA -1 9 1/4" 9 1 /4" DOWN FACE "' P92 0 I V 7) p h� .. N FACE STRUCTURAL REVEAL PANEL <zP91 CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 1 (UP) FACE TL to BR 29'-5 1/2' N/A T 1/4" N/A 14.7 K BL to TR 29'-5 1/2" 4,000 PSI 3.6 CY 163 SF ACTUAL PANEL WIDTH 9'-6 1/2 OPTIONAL OPENING BLOCKOUT FOR JACK K.O. INSTALLATION 1'-51/4" 1'-51/4 3r_l>r 3r_4n CL PANEL TO CAP -- PANEL EMBED PLATE WA -1 DOWN FACE � WA -1 - "I'J OWN FACE F\—/71 c3 Lr)' j I X j c I LO`t Z �o 00 I WA -1 _ r - OWN FACE I v, a U Cj LiJ CL. m ,r 3'-4' , PANEL TO CAP — .F-- 3 -� PANEL EMBED PLATE E 1'-5 1/4" WA -1 DOWN FACE WA -1 WN FACE t -4- Ln LO WA-1 :- WN FACE w 1'-5 1/4" 19'-11 1/4" ACTUAL PANEL WIDTH 19'-11 1/4" ACTUAL PANEL WIDTH 19'-11 1/4" ACTUAL PANEL WIDTH40 — 1 fi N "' P92 0 I V 7) p h� .. N FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME 1 AREA —66--S —F STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR I I'-9 3/4" N/A 7 1/4" N/A 6.0 K BL to TR 11'-9 3/4" 4,000 PSI 1.5 CY LOCATIONS 19'-11 1/4" ACTUAL PANEL WIDTH 19'-11 1/4" ACTUAL PANEL WIDTH 19'-11 1/4" ACTUAL PANEL WIDTH40 — 1 fi N N t--- 0 I V 7) p h� .. N Gw .-- 46 tom' M PANEL LIFTING/ CL: SETTING LEG LOCATIONS PANEL LIFTING/ SETTING LEG LOCATIONS 1'-6" (LEG) 16'-11 1/4" 1'-6" (LEG) CL ¢Z P93 FACE STRUCTURAL REVEAL � PANEL DIAGONALS CONC. DESIGN CONCRETE [NET PANEL PANEL NOTES: — WYTHE WYTHE DEPTH WEIGHT TL to BR 21'-4 1/2" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 7 1/4 N/A 12.3 K BL to -TR 21'-4 1/2" 4,000 PSI 3.0 CY 135 SF (UP) FACE N 00 I W N t--- CL 0. V 7) p f-- CD .. N Gw .-- 46 tom' M PANEL LIFTING/ SETTING LEG LOCATIONS 1'-6" (LEG) 16'-11 1/4" 1'-6" (LEG) LIJ Z7- (jIP94 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 21'-4 1/2" STRENGTH VOLUME AREA STEEL TROWEL FINISH -INSIDE N/A 7 1/4" N/A 12.3 K BL to TR 1 4,000 PSI 3.0 CY 135 SF 1 (UP) FACE w t--- V C) Gw PANEL LIFTING/ SETTING LEG LOCATIONS 14'-11 1/4" Z O I I CLCh 1'-6" (LEG) SCHUCHN/IANN w Z L + �� STRUCTURAL ASSOCIATES n �•� 7560 RI I) BUG LAKE ROAD. SIE 2020 A OVIFDO. 1+LORIDA 32765 FACE STRUCTURAL REVEAL PANEL DIAGONALS_ CONC, DESIGN CONCRETE NET PANEL PANEL NOTES: TLL:,107.542.1280 WYTHE WYTHE DEPTH WEIGHT TL to BR 19'-6 1/4"' STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE WEN: SSA-LNc1NURS.CONI N/A 7 114' N/A 12.2 K BL to TR 2 P-4 1/2" 4,000 PSI 3.0 CY 135 SF- (UP) FACE FL CA No. 27082 'i I N: pp ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, Ft. - 32803 PH 40/ 897 54)1 AltCHSOLVE@AOL.COM leenm�_ Im��e7 w w w, a r c h d y n. c o m ARCHrECiURAL CORPORATION REGISTRATION NUMBER AA2600236,1 IN'fER10R DESIGN REGISTRATION NUMBER 1826001339 PLAN SUBMISSIONS a REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: GENERAL COORDINATION N 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING N 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD.z�, 22 MARCH 2017 >a 3 WNW P, 'rte MLiCIIiL'9 5LLJ r I tj t) z' cr ztf d ,r,Fm1 ENGINEER SEAL / SIGNATURE agmaerrfmm ffiVM� JONATHON -f. SCHUCHMANN FL P.E. 60256 `,11i14!ldl���' ' m NO. ( 02 -6 ; `Y „ ry• •�Y p d'^ r S.T XE: OF NAL 1"114111111101 designed: — CO / JTS drawn: KRG / JTS reviewed: JTS project code: 20-16-1197 SHEET INFORMATION 'TILT -UP PANEL LAYOUT - P90_p95 SHEET NUMBER ('o T2> �DIA/G SANFOR'D Rom � 1-#4x24'-7"(EA.FACE) C7 5-#4x24'-7"016" O.C.(EA.FACE) CD 1-#5x24'-7"ABOVE OPNG(EA.FACE) Ri 4 -#4x24' -7"@1f" O.C,(EA.FACE) o <t- 1-#5x24'-7"BELOW OPNG(EA.FACE) RI R <I- I 15-#4x24'-'7"@18" O.C.(EA.FACE) a N 1-#6x24'-7"(EA.FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 28 #4 x 35'-5" 8 #4 x 35'-8" 2 #4 x 36'-1" 8 #5 x 4'-0" 4 #5 x 24'-7" 2 #6 x 24'-7" i� 9'-1 5/8" 3�`- 15 -#4x36' -l"07 7/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x35'-8"@14 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 14-•#4x35'-5"@8 3/8" O.C.(EA.FACE) 7 #4 x 3-6 W/8" NOOK ONE END #`L FALL TIES TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE " FACE STRUCTURAL REVEAL. PANEL DIAGONAL: WYTHE WYTHE DEPTH WEIGHT TL to BR 4-4- N/A 9 1/4": 3/4" ' 103.5 K BL to TR 43'-3 PROVIDE 7 1/4" CHAIRS AT I_ TP• I )NC. DESIGN CONCRETE NET PANEL PANEL NOTES: STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 4,000 PSI 25.5 CY 898 SF (UP) FACE PANEL NOTES: BL to TR WYTHE WYTHE DEPTH WEIGHT 1'-5 5/8" - STEEL TROWEL FINISH - INSIDE 872 SF 3'-8" [V-3��-1 5/8" i� 9'-1 5/8" 3�`- 15 -#4x36' -l"07 7/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x35'-8"@14 5/8" O.C.(EA.FACE) TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 14-•#4x35'-5"@8 3/8" O.C.(EA.FACE) 7 #4 x 3-6 W/8" NOOK ONE END #`L FALL TIES TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE " FACE STRUCTURAL REVEAL. PANEL DIAGONAL: WYTHE WYTHE DEPTH WEIGHT TL to BR 4-4- N/A 9 1/4": 3/4" ' 103.5 K BL to TR 43'-3 PROVIDE 7 1/4" CHAIRS AT NET PANEL 0 - WYTHE )NC. DESIGN L 1-#4x14'.-5"(EA.FACE) F r� i R l 23.7#4x14'-5"®17 3/8" O.C.(EA.FACE) I 1- #5x14'-5"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 48 #4 x 14'-5" 28 #4 x 32'-11" 2 #5 x 14'-5" 1- #4x24'-7"(EA. FACE) 1-#5x4'-0"(EA.FACE) TYP.(4 PLACES) V) Ld z 311 n REFER TO DETAIL 2/131.01 1. PROVIDE 1 1/2" CHAIRS AT v Li F a BOTTOM FACE VERTICAL REINF. 2. PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. STRUCTURAL Z P84 24'-5 1/4" 2. PROVIDE 7 1/4" CHAIRS AT NET PANEL 0 - WYTHE )NC. DESIGN CONCRETE NET PANEL PANEL NOTES: STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 4,000 PSI 25.5 CY 898 SF (UP) FACE 14'-2 5/8" 3" 14-#4x32'-11"(MAX)@13 1/8" O.C.(EA.FACE)d TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #11- WALL TIES 4 #4 x 3'- 6" W/8" HOOK ONE END CD I 00 24-#4x24'-7"017 1/2" O.C.(EA.FACE) 1 - #6x24'- 7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 54 #4 x 35'-0" 2 #6 x 24'-7" zZ REFER TO DETAIL 2 R1.01 v Li F a 1. PROVIDE 1 1/2" CHAIRS AT FACE STRUCTURAL BOTTOM FACE VERTICAL REINF. PANEL 24'-5 1/4" 2. PROVIDE 7 1/4" CHAIRS AT NET PANEL PANEL NOTES: WYTHE TOP FACE HORIZONTAL REINF. DEPTH WEIGHT STRENGTH P 8 7 AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR <z N/A FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: BL to TR WYTHE WYTHE DEPTH WEIGHT TL to BR 36'-5 1 /8" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 872 SF N/A 9 1 /4" " 3/4" ` 56.1 K BL to TR 35'-10 3/8" 4,000 PSI 13.9 CY 487 SF (UP) FACE CD I 00 24-#4x24'-7"017 1/2" O.C.(EA.FACE) 1 - #6x24'- 7"(EA. FACE) REBAR CUT LIST STRAIGHT BARS 50 #4 x 24'-7" 54 #4 x 35'-0" 2 #6 x 24'-7" 3" -� 27-#4x35'-0"@11 1/4" O.C.(EA.FACE)-I TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2 131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF 2. PROVIDE 7 1/4- CHAIRS AT TOP FACE HORIZONTAL REINF. zZ P5 v Li F a a FACE STRUCTURAL REVEAL PANEL 24'-5 1/4" CONC. DESIGN 3" -� 27-#4x35'-0"@11 1/4" O.C.(EA.FACE)-I TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE #4 WALL TIES 7 #4 x 3'-6" W/8" HOOK ONE END REFER TO DETAIL 2 131.01 1. PROVIDE 1 1/2" CHAIRS AT BOTTOM FACE VERTICAL REINF 2. PROVIDE 7 1/4- CHAIRS AT TOP FACE HORIZONTAL REINF. 4 LEVEL O VERT. 16-#4 28'-7' "/ 1/4" O.C,-I 3" -1 9'-0 1/2" L_ 4 LEVEL f HORZ. 4 26-#4x9'-2"013 1/2" O.C. a 1-#5x9'-2" REBAR CUT LIST 4T6#'- 2"8' 7" "�' BENT BARS 4 #4 x 20" x 3'-0" HAIRPIN `l0" 36° 3" PROVIDE (2)-#4 HAIRPINS AROUND HEADED STUDS AT EMBED PLATE PL -7. REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. uj z° P38 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 30-5 3/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH -INSIDE N/A 7 1/4" N/A 25.0 K BL to TR 30'-5 3/8" 4,000 PSI 6.2 CY 276 SF (UP) FACE fr) L_ #4x24'-7"(EA.FACE) R 3-#4x24'-7"@18" O.C.(EA.FACE) 1-#5x24'-7"ABOVE OPNC(EA.FACE) , 4-#4x24'-7"@16" O.C.(EA.FACE) 1-#5x24'-7"BELOW OPNG(EA.FACE) I 15 -#4x24' -7"@l8" O.C.(EA.FACE) 1-#6x24'-7"(EA.FACE) O - zZ P5 0- Z a FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 43'-3 5/8" N/A 9 1/4" 3/4" 100.5 K BL to TR 42'-5 1/2" 4,000 PSI 24.8 CY 872 SF 4 LEVEL O VERT. 16-#4 28'-7' "/ 1/4" O.C,-I 3" -1 9'-0 1/2" L_ 4 LEVEL f HORZ. 4 26-#4x9'-2"013 1/2" O.C. a 1-#5x9'-2" REBAR CUT LIST 4T6#'- 2"8' 7" "�' BENT BARS 4 #4 x 20" x 3'-0" HAIRPIN `l0" 36° 3" PROVIDE (2)-#4 HAIRPINS AROUND HEADED STUDS AT EMBED PLATE PL -7. REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. uj z° P38 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT TL to BR 30-5 3/8" STRENGTH VOLUME AREA STEEL TROWEL FINISH -INSIDE N/A 7 1/4" N/A 25.0 K BL to TR 30'-5 3/8" 4,000 PSI 6.2 CY 276 SF (UP) FACE fr) L_ #4x24'-7"(EA.FACE) R 3-#4x24'-7"@18" O.C.(EA.FACE) 1-#5x24'-7"ABOVE OPNC(EA.FACE) , 4-#4x24'-7"@16" O.C.(EA.FACE) 1-#5x24'-7"BELOW OPNG(EA.FACE) I 15 -#4x24' -7"@l8" O.C.(EA.FACE) 1-#6x24'-7"(EA.FACE) O - zZ P86 0- Z FACE STRUCTURAL 0 PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE "rry DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 42'-5 1/2" N/A 9 1/4" 3/4" 97.5 K BL to TR 41'-7 1/2" 4,000 PSI 24.1 CY 846 SF ITP• G xi -- J 1- T) I U r- l'-5 5/8" 1'-5 5/8" _l 9'-1 5/8" -3" 31-81, 1 9'-1 5/8" / #5x4'-0"(EA.FACE) P.(4 PLACES) 3" 13-#4x.34'-0"@9 1/8" O.C.(EA.FACE)j TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE 4-#4x33'-7"014 5/8" O.C.(EA.FACE) REBAR CUT LIST TRIM BARS AS REQUIRED FOR SLOPED PANEL EDGE STRAIGHT BARS #4 WALL TIES 12-#4x33'-4"@10" O.C.(EA.FACE) 46 #4 x 24'-7" 7 #4 x 3'-6" W/8" HOOK ONE END TRIM BARS A5 REQUIRED FOR SLOPED PANEL. EDGE 24 #4 x 33'-4" 8 #4 x 33'-7" 26 #4 x 34'-0" REFER TO DETAIL 2/131.01 8 #5 x 4'-0" 1. PROVIDE 1 1/2" CHAIRS AT 4 #5 x 24'-7" BOTTOM FACE VERTICAL REINF. 2 #6 x 24'-7" 2, PROVIDE 7 1/4" CHAIRS AT TOP FACE HORIZONTAL REINF. 4 LEVEL 0J VERT. #4 8- 28'_7" 8 3/4" O.C.-I 311 5'-1 1/2" 3" r� .I LEVEL 2O HORZ. 1-#5x5'-4" REBAR CUT LIST C 744 �" 4 x 28'-7° 1# x REFER 'TO DETAIL 1&j.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL. REINF. r�^ S CHUCI--INIANN z O yC Nor STRUCTURAL ASSOCIATES LL Z I8 I 7560 RED BUG LAKE RO Au. Slit 2020 A OVIEDO. FLORIDA 32765 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: rrl.: Io7.sdz.t2so WYTHE WYTHE DEPTH WEIGHT TL to BR 29'-5 1 /2" STRENGTH VOLUME AREA STEEL TROWEL FINISH I -INSIDE WEls: SSA-ENCIN EERS.COM N/A 7 1/4" N/A 14.7 K BL to TR 29'-5 1/2" 4,000 PSI 3.6 CY 163 SF (UP) FACE 1-1, CA No. 2702 S 1 J t v ) v I-_ El r 1 c •�-I ' ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FI. - 32803 PH 4078{1/5461 ARCtLOLVE@AOL.COM �� i�hiesnaesmraanr���'++��s*�i�i raar�m:ar�rn�ww .eJ 9 �, i w w w. a r c h d y n. C o m ARCHITECTURAL CORPORArION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGIS FRA 1`10N NUMBER IU26001339 �aa�aC9as1<yeti!smzr�:�asr�x,rz���ra,^h,uaar; rte. PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: GENERAL COORDINATION 22 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING • 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEM. COORD. '1 22 MARCH 2017 k ' li! f g✓;1 1` k yMcKee 2' A", �A1 4t , C 015 T1;UCTI OSI c c). . oa�.xaru�m )I Y 0 < f44 t ;Zam Y 0LU J. w-, LL - y l) y. ENGINEER SEAL / SIGNATURE JONATHON T'. SCHUCHMANN FL P.E. 60256 °,���11317fA.9pII1 .� ,�`� ;°� � C LLC � V 1`•%��. �r ° NO. ° . ° off' e S � ..° : OF 1 °ORI fill 11AIIIA" designed: CO J fS drawn: �� KRG / JTS reviewed: � JTS ptujeCC code: 20-16-1197 SHEET INFORMATION TILT -UP PANEL REINFORCING _ p84 -P89 SHEET NUMBER yw• 15 OSANFORD zZ P86 0- Z FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 42'-5 1/2" N/A 9 1/4" 3/4" 97.5 K BL to TR 41'-7 1/2" 4,000 PSI 24.1 CY 846 SF 4 LEVEL 0J VERT. #4 8- 28'_7" 8 3/4" O.C.-I 311 5'-1 1/2" 3" r� .I LEVEL 2O HORZ. 1-#5x5'-4" REBAR CUT LIST C 744 �" 4 x 28'-7° 1# x REFER 'TO DETAIL 1&j.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL. REINF. r�^ S CHUCI--INIANN z O yC Nor STRUCTURAL ASSOCIATES LL Z I8 I 7560 RED BUG LAKE RO Au. Slit 2020 A OVIEDO. FLORIDA 32765 FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: rrl.: Io7.sdz.t2so WYTHE WYTHE DEPTH WEIGHT TL to BR 29'-5 1 /2" STRENGTH VOLUME AREA STEEL TROWEL FINISH I -INSIDE WEls: SSA-ENCIN EERS.COM N/A 7 1/4" N/A 14.7 K BL to TR 29'-5 1/2" 4,000 PSI 3.6 CY 163 SF (UP) FACE 1-1, CA No. 2702 S 1 J t v ) v I-_ El r 1 c •�-I ' ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FI. - 32803 PH 4078{1/5461 ARCtLOLVE@AOL.COM �� i�hiesnaesmraanr���'++��s*�i�i raar�m:ar�rn�ww .eJ 9 �, i w w w. a r c h d y n. C o m ARCHITECTURAL CORPORArION REGISTRATION NUMBER AA26002364 INTERIOR DESIGN REGIS FRA 1`10N NUMBER IU26001339 �aa�aC9as1<yeti!smzr�:�asr�x,rz���ra,^h,uaar; rte. PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: GENERAL COORDINATION 22 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING • 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEM. COORD. '1 22 MARCH 2017 k ' li! f g✓;1 1` k yMcKee 2' A", �A1 4t , C 015 T1;UCTI OSI c c). . oa�.xaru�m )I Y 0 < f44 t ;Zam Y 0LU J. w-, LL - y l) y. ENGINEER SEAL / SIGNATURE JONATHON T'. SCHUCHMANN FL P.E. 60256 °,���11317fA.9pII1 .� ,�`� ;°� � C LLC � V 1`•%��. �r ° NO. ° . ° off' e S � ..° : OF 1 °ORI fill 11AIIIA" designed: CO J fS drawn: �� KRG / JTS reviewed: � JTS ptujeCC code: 20-16-1197 SHEET INFORMATION TILT -UP PANEL REINFORCING _ p84 -P89 SHEET NUMBER yw• 15 OSANFORD LEVEL g VERT. 4-#4x5'-7"ABOVE 0PNG013 3/8" O.C. 4--#4x5'- " 3/8" 0. C. 1-#4x28'-7" 2', x28 -/ 0.6 4x28'-7"©7 3/8" O.C. 4 3„ 1'-0" LEVEL ( HORZ. 6-#4x9'-2"011" O.C. 1 2-#5x9'-2"ABOVE OPNG93 O.C. W/10"HOOK LEFT' END c 7-#4x0'-7"LEFT LEG013 3/4" O.C. 7-#4x3'-6"RIGHT LEG®13 3/4" O.C. 2-#5x9'-2"BELOW OPNG@3" O.C. W/10"HOOK LEFT END fi 4-#4x9'-2"013 3/4" O.C. c fi 2-#5x9'-2"ABOVE OPNG@3" O,C, 1 W/10"HOOK LEFT END AA c !t `Y S 6 -#4x0' -7"L FT LE0013 3/4" O.C. 6 -#4x3' -6"R Gf IT LEG@13 3/4° 0.0 tl _#4x9,-2„#5x9'-2" ,> l'- 0 3/4 3 „ 4 3 F, 3'-4" 3'-0 3/4" 1 #5 9 2 i 6 5 8'^7„ PROVIDE 3 1/4" CHAIRS AT Q°P90 d- FACE FACE _ STRUCTURAL REPEAL F DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: J WYTHE DIE TH 3„ ^>P. STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE ` N/A 7 1 /4" "' N/A:' 18.0 K BL, To TR 30'-5 3/8" F 4.4 CY 199 SF 163 SF PANEL WEIGHT DIAGONALS 0 i CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE _ OVIEDO, FLORIDA 32765 TEL. -107.542.1280 Mu SSA-NNIGINEERS.COM CU 19'-6 I /4" N/A 7 1/4" N/A 12.2 K BL to TR 1 21'-4 1/2" 4,000 PSI 3.0 CY 135 SF (UP) FACE FL CA Na 27082 N _ r t,- �fi 3„ ` P. D� h co �co i 8'-10 3/4" 3„ -1 L 4 3/4„ 4 2-#5, 28'-7" 4 3/4" U.C.(EA.FACE)] LEVEL (D&C5) VERT. REBAR CUT LIST nS S BENT BARS 23 #4 x 0: �7 6 #5 x 9'-2" W/10"HOOK ONE END 13 4 x - , 11 #4 x 9 �-2 7 4 x 78'-7" LEVEL ® HORZ. 10-#4x0'-7"LEFT LEG035 1/2" O.C. LEVEL 0 DIAG. 2-#5x4'-0"@3" O.C. TYP.(3 PLACES) x 3' 6 REFER TO DETAIL 1/R1.01 1 #5 9 2 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. 6 5 8'^7„ PROVIDE 3 1/4" CHAIRS AT Q°P90 FACE FACE _ STRUCTURAL REPEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DIE TH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR' 30'-5 3/8" N/A 7 1 /4" "' N/A:' 18.0 K BL, To TR 30'-5 3/8" 4,000 PSI 4.4 CY 199 SF 163 SF PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE _ OVIEDO, FLORIDA 32765 TEL. -107.542.1280 Mu SSA-NNIGINEERS.COM LEVEL (3) VERT. 23-- 4x7'-5"@9" O.C. W/8 HOOK BOTTOM 3-#4x7'-5"@6" O.C. -3-#4x7,-5"@6" O.C. 3„ I C, 5 5/8" 16'-6" 5 5/8 -0' 3" LEVEL 0 HORZ. 7-#4x19'-7"CD11 3/401 O.C, a LO I I I I - --+ I I I I I NOTE: PROVIDE 11 1/2" PROJECTION OUT OF BOTTOM OF PANEL FOR #4 1-#4x19'-7" - VERTICAL HOOKED DOWELS. REFER TO DETAIL 4/S4,03. REBAR CUT LIST STRAIGHT BARS BENT BARS 6 #4 x 7'-5" 23 #4 x 7'--5" W/8"HOOK ONE END 8 #4 x 19'-7" REFER TO DETAIL 1 R1.01 PROVIDE 3 I/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. Lu d P93 FACE I STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHEJ WYTHE DEPTH WEIGHT TL to BR 21'-4 1/2" STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE N/A 7 1 /4'.', N/A 12.3 K BL to TR 21'-4 1 /2" 4,000 PSI 3.0 CY 135IF::](UP) FACE _. LEVEL 0 VERT. 8-#44b8 3/4" O.C.- 31, -1 5'-1 1 /2° 3" 4 LEVEL 02 HORZ. � 1-#5x5'-4" �l) REBAR CUT LIST c 4 26 #4 'I ��4 7» "I x REFER TO DETAIL 1 ZR1,01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. LEVEL 0 VERT. 23-#.4x7'-5"@9" O.C. W/8 OOK BOTTOM 3-#4x7'-5"@6" O.C.] F -#4x7'-5"Q6" O.C. 3 5 5/8"16'-6" 5 5/8" - , 0,�- 3„ r� LEVEL O I-IORZ 7-#4x19'-7"@11 3/4" O.C. c, NOTE: PROVIDE 11 1/2" PROJECTION OUT OF BOTTOM OF PANEL FOR #4 1-#4x19'-7" F VERTICAL HOOKED DOWEL. REFER TO DETAIL 4 54.03. REBAR CUT LIST STRAIGHT BARS BENT BARS 6 #4 x 7'-5" 23 #4 x 7'-5" W/8"HOOK ONE END 8 #4 x 19'-7" FACE STRUCTURAL IREVFALI PANEL DIAGONALS WYTHE WYTHE JDFPTHIWEIGHT TL to BR 21'-41 N/A 7 1/4" N/A 12.3K BL to TR 21'-41 REFER TO DETAIL 1/Rt .01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. uj P94 CL- CONC, DESIGN CONCRETE NET PANEL PANEL NOTES: STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 4,000 PSI 3.0 CY 135 SF (UP) FACE LEVEL VERT. 2-#4x6'-7"@12" O.C.- 1-#4x6 -7 1-#4x6'-7" 5-#4x6'-7"@8 5/8" O.C. -1 F 5-#4x6'-7"08" O.C. 3" r, 3 2'-10 1/4" 'r ll' -0'1'-0°1'-0° 2'-8 1/4" 3 LEVEL `) HORZ. 3-#4x9'-2"07 3/4" O.C. 1-#4x9'-2" f 2-#4x9'-2"012" O.C. LEVEL DIAG. 1-#4x9,_2" o L YF `�-~ 2-#5x4,-0"©3" Q.C. TYP.(4 PLACES) 3-#4x9'-2"@10" O.C. 71-, -1 REBAR CUT LIST STRAIGHT BARS 14 #4 x 6'-7„ 10 #4 x 9'-2" 8 #5 x 4'-0" REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. Lu d P91 PROVIDE 3 1/4" CHAIRS AT FACE STRUCTURAL REVEAL PANEL DIAGONALS CONC. DESIGN CONCRETE NET PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME I AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR 29'-5 1/2" N/A 7 1/4" NIA -1-14.7 K BL to TR 29'-5 1/2" 4,000 PSI 3.6 CY 163 SF LEVEL 0 VERT. 23-#.4x7'-5"@9" O.C. W/8 OOK BOTTOM 3-#4x7'-5"@6" O.C.] F -#4x7'-5"Q6" O.C. 3 5 5/8"16'-6" 5 5/8" - , 0,�- 3„ r� LEVEL O I-IORZ 7-#4x19'-7"@11 3/4" O.C. c, NOTE: PROVIDE 11 1/2" PROJECTION OUT OF BOTTOM OF PANEL FOR #4 1-#4x19'-7" F VERTICAL HOOKED DOWEL. REFER TO DETAIL 4 54.03. REBAR CUT LIST STRAIGHT BARS BENT BARS 6 #4 x 7'-5" 23 #4 x 7'-5" W/8"HOOK ONE END 8 #4 x 19'-7" FACE STRUCTURAL IREVFALI PANEL DIAGONALS WYTHE WYTHE JDFPTHIWEIGHT TL to BR 21'-41 N/A 7 1/4" N/A 12.3K BL to TR 21'-41 REFER TO DETAIL 1/Rt .01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. uj P94 CL- CONC, DESIGN CONCRETE NET PANEL PANEL NOTES: STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE 4,000 PSI 3.0 CY 135 SF (UP) FACE LEVEL VERT. 2-#4x6'-7"@12" O.C.- 1-#4x6 -7 1-#4x6'-7" 5-#4x6'-7"@8 5/8" O.C. -1 F 5-#4x6'-7"08" O.C. 3" r, 3 2'-10 1/4" 'r ll' -0'1'-0°1'-0° 2'-8 1/4" 3 LEVEL `) HORZ. 3-#4x9'-2"07 3/4" O.C. 1-#4x9'-2" f 2-#4x9'-2"012" O.C. LEVEL DIAG. 1-#4x9,_2" o L YF `�-~ 2-#5x4,-0"©3" Q.C. TYP.(4 PLACES) 3-#4x9'-2"@10" O.C. 71-, -1 REBAR CUT LIST STRAIGHT BARS 14 #4 x 6'-7„ 10 #4 x 9'-2" 8 #5 x 4'-0" REFER TO DETAIL 1/R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. LEVEL C) VERT. 20-/jj4x7'-5"G9" O.C. W/8 HOOK BOTTOMr3-#4x7'-5'W' O.C. 3 -#4x7' -5"Q6" O.C.- I [-3-#4x6'-0"G6" O.C. 1 8 14'-3" 7 1/8 LEVEL ``GJ HORZ. 7-#4x19'-7" ©11 3/4" O.C. o - - �; NOTE: PROVIDE 11 1/2" PROJECTION OUT OF BOTTOM OF PANEL FOR #4 1-#4x17'-7" F - — _ = VERTICAL HOOKED DOWELS. REFER TO DETAIL 4/S4.03. REBAR CUT LIST STRAIGHT BARS BENT BARS 3 #4 x 6'-0" 20 #4 x 7'-5" W/8"HOOK ONE END 6 #4 x 7'-5" 1 #4 x 17'-7" 7 #4 x 19'-7" REFER TO DETAIL 1 /R1.01 P 9 2 PROVIDE 3 1/4" CHAIRS AT FACE STRUCTURAL REVEAL PANEL DIAGONALS - CONC. DESIGN CONCRETE NEf PANEL PANEL NOTES: WYTHE WYTHE DEPTH WEIGHT STRENGTH VOLUME AREA STEEL TROWEL FINISH - INSIDE (UP) FACE TL to BR IV -93/4" N/A 7 1/4" N/A 6.0 K BL to TR 11'-9 3/4" 4,000 PSI 1.5 CY 66 SF LEVEL C) VERT. 20-/jj4x7'-5"G9" O.C. W/8 HOOK BOTTOMr3-#4x7'-5'W' O.C. 3 -#4x7' -5"Q6" O.C.- I [-3-#4x6'-0"G6" O.C. 1 8 14'-3" 7 1/8 LEVEL ``GJ HORZ. 7-#4x19'-7" ©11 3/4" O.C. o - - �; NOTE: PROVIDE 11 1/2" PROJECTION OUT OF BOTTOM OF PANEL FOR #4 1-#4x17'-7" F - — _ = VERTICAL HOOKED DOWELS. REFER TO DETAIL 4/S4.03. REBAR CUT LIST STRAIGHT BARS BENT BARS 3 #4 x 6'-0" 20 #4 x 7'-5" W/8"HOOK ONE END 6 #4 x 7'-5" 1 #4 x 17'-7" 7 #4 x 19'-7" f y, F] rF,li 1 fq, ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 4078975461 ARCHSOLVEQAOL.COM !9➢� 1 krsrlawm"Hill w w w. a r c h d y n. c o m ARCHI7EC (URAL CORPORA HON REGISTRATION NUMBER AA260U2364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PLAN SUBMISSIONS £t REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: GENERAL COORDINATION 0 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING A 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. 44 22 MARCH 2017 �garra+aw�neaws�n�an�trrrsrrm����ar�vifronrs+ Me :,: x �� mma vi "It Lu j� gr � � 10 <44 y y ENGINEER SEAL / SIGNATURE JONKMON T. SCHUCHMANN FL P.E. 60255 m~ �°�� \ l SC��'�Y ✓ter o a% c � NO. 0 56 my� ° a o 5r ATE OF �. mt. designed: CO /JTS drawn: reviewed: � JTS project code: 20-16-1197 SHEET INFORMATION TILT -IIP PANEL REINFORCING - P90 -P9 SHEET NUMBER R s \LD1Nc 1 6 SANFORD REFER TO DETAIL 1 /R1.01 PROVIDE 3 1/4" CHAIRS AT LEVEL 2 HORIZONTAL REINF. w C1-lUCl--tMANN 57560 STRUCTURAL ASSOCIATLS ~�'Y+ KED 13UG LAKE ROAD. .ifE 2020i FACE WYTHE STRUCTURAL WYTHE REVEAL DEPTH PANEL WEIGHT DIAGONALS CONC. DESIGN STRENGTH CONCRETE VOLUME NET PANEL AREA PANEL NOTES: STEEL TROWEL FINISH - INSIDE _ OVIEDO, FLORIDA 32765 TEL. -107.542.1280 Mu SSA-NNIGINEERS.COM 'TL to BR 19'-6 I /4" N/A 7 1/4" N/A 12.2 K BL to TR 1 21'-4 1/2" 4,000 PSI 3.0 CY 135 SF (UP) FACE FL CA Na 27082 f y, F] rF,li 1 fq, ARCHITECTURAL DYNAMICS, INC 2816 PICKFAIR STREET - ORLANDO, FL - 32803 PH 4078975461 ARCHSOLVEQAOL.COM !9➢� 1 krsrlawm"Hill w w w. a r c h d y n. c o m ARCHI7EC (URAL CORPORA HON REGISTRATION NUMBER AA260U2364 INTERIOR DESIGN REGISTRATION NUMBER 1826001339 PLAN SUBMISSIONS £t REVISIONS SUBMITTAL: ISSUED FOR PERMIT 20 JULY 2016 REV.: GENERAL COORDINATION 0 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING A 14 MARCH 2017 REV.: COFFEE PRODUCTION/GEN. COORD. 44 22 MARCH 2017 �garra+aw�neaws�n�an�trrrsrrm����ar�vifronrs+ Me :,: x �� mma vi "It Lu j� gr � � 10 <44 y y ENGINEER SEAL / SIGNATURE JONKMON T. SCHUCHMANN FL P.E. 60255 m~ �°�� \ l SC��'�Y ✓ter o a% c � NO. 0 56 my� ° a o 5r ATE OF �. mt. designed: CO /JTS drawn: reviewed: � JTS project code: 20-16-1197 SHEET INFORMATION TILT -IIP PANEL REINFORCING - P90 -P9 SHEET NUMBER R s \LD1Nc 1 6 SANFORD ACTUAL PANEL WIDTH TILT -UP BRACE INSERT LOCATIONS DS T110 SUPERIOR -U — - LIFT INSERT LOCATIONS w n 0o a, r� I i� 14'-8 5/8" 7'--4 5/8" 3'-g» 8'-81/8" 3'-01/2" n---- -C=-.---..--..-. r7 I r� r. nJ i I � F N �I- I fi if> r-. ACTUAL PANEL 5-7 1/2" WIDTH TILT -UP BRACE INSERT LOCATIONS -3" 3'-11 I DS T110 SUPERIOR---- LIFT INSERT LOCATIONS I CD __.. _ ..._. 9'-6 1/2" ACTUAL PANEL 9'-6 1/2° WIDTH 1'-9 1/2" - TILT -UP BRACE -0tt X 4'-9" INSERT LOCATIONS � ' DS T11U SUPERIOR---- ' `- 8 12- SUPERIOR—,/2'-6" 1'-4 LIFT INSERT LOCATIONS •l�J Ln I ccs 4 4 w I W 4 r QD 4 I NOTE; I G O NOTE: I TILT -UP PANEL HAS BEEN DETAILED z o V) tY F Q U TILT -UP PANEL HAS BEEN DETAILED - o SUCH THAT THE OUTSIDE FACE OF ; U � w J 1. J U 1- Ld Q SUCH THAT THE OUTSIDE FACE OF w w w J THE TILT -UP PANEL (EXTERIOR FACE s f v � �__ , z OP89 �Cz mQ Ncr THE TILT -UP PANEL (EXTERIOR FACE a z° ° �- OF ELEVATOR SHAFT) IS CAST UP °� Mo V)cy Ld ° J W OF ELEVATOR SHAFT) IS CAST UP ` � cnr� � TO ALLOW FOR EASE OF ACCESS TO ¢ � �, '- CD F I W ~ TO ALLOW FOR EASE OF ACCESS TO L!J �, CORNER CONNECTIONS AND RELEASE w v ii Uw < w FK �� CORNER CONNECTIONS AND RELEASE ; w U OF PANEL GIGGING DURING ERECTION. s N U V L Q OF PANEL RIGGING DURING ERECTION. "= _� �= _ AL MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: DS T6A (9 1/4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" 1314 COIL BOLT "'0 X LENGTH 20'-0" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. STRENGTH AT LIFT PANEL WEIGHT "B" BASE REACTION "P" PANEL WEIGHT TO RIGGING AT LIFT INSERT LEFT RIGHT LEFT RIGHT LEFT RIG I IT MAJOR LOWER UPPER Tl 10-9 1/4" OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR INITIAL LIFT COMP. FLEXURAL QUANTITY 4'-4" 4'-4" N/A N/A N/A N/A 30'-0" 30'-0" 30'-0" 3,000 PSI 1 550 PSI 56.1 K 6.0 K 50.1 K 8 BRACE TYPE TOTAL I BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 74" RIGGING REQUIRED 1 LENGTH 'L' OFFSET'X' ANGLE'A' 1 LOAD SUPPORT ELEVATION DETAIL CGY: 16'-6 1/8" T14 -MODEL B12 2 32'-0" 19'-3" 53.0 5,800 LBS SLAB 070" CLv: 18'-6" R42 ACTUAL PANEL 5-7 1/2" WIDTH TILT -UP BRACE INSERT LOCATIONS -3" 3'-11 I DS T110 SUPERIOR---- LIFT INSERT LOCATIONS I CD __.. _ ..._. 9'-6 1/2" ACTUAL PANEL 9'-6 1/2° WIDTH 1'-9 1/2" - TILT -UP BRACE -0tt X 4'-9" INSERT LOCATIONS � ' DS T11U SUPERIOR---- ' `- 8 12- SUPERIOR—,/2'-6" 1'-4 LIFT INSERT LOCATIONS •l�J Ln I ccs 4 4 w I W 4 r QD 4 I NOTE; I NOTE: I TILT -UP PANEL HAS BEEN DETAILED z o TILT -UP PANEL HAS BEEN DETAILED - o SUCH THAT THE OUTSIDE FACE OF ; U � w J ; SUCH THAT THE OUTSIDE FACE OF w � F w J THE TILT -UP PANEL (EXTERIOR FACE s f v � �__ , z OP89 �Cz THE TILT -UP PANEL (EXTERIOR FACE a i ° �- OF ELEVATOR SHAFT) IS CAST UP °� Mo V)cy Ld ° OF ELEVATOR SHAFT) IS CAST UP ` Mo -) cnr� � TO ALLOW FOR EASE OF ACCESS TO ¢ � �, '- z TO ALLOW FOR EASE OF ACCESS TO �, CORNER CONNECTIONS AND RELEASE w v ii U < CORNER CONNECTIONS AND RELEASE ; w v, OF PANEL GIGGING DURING ERECTION. s N U V L Q OF PANEL RIGGING DURING ERECTION. "= _� �= _ v> NOTE: TILT—UP PANEL HAS BEEN DETAILED SUCH THAT THE OUTSIDE FACE OF THE TILT—UP PANEL (EXTERIOR FACE OF ELEVATOR SHAFT) IS CAST UP TO ALLOW FOR EASE OF ACCESS TO CORNER CONNECTIONS AND RELEASE OF PANEL RIGGING DURING ERECTION. ACIUAL PANt WIDTH DS T110E SU LIFT INSERT I 00 I r� C,? 6� NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5'--0" LONG / #4 BENT TO A 30' ANGLE. / 50, \ NOTE; FOR EDGE LIFT INSERTS (Tl IOE), PROVIDE (2) P92P 8T FL 149 ERECTION ANCHORS WhTH SP20, P99D 8T FL068S DISPOSABLE RECESS. MAJOR BEAMLLEFT MINOR BEAM RIGHT MINOR BEAM NOTES: T 13 COIL ANCHOR 3/4"DIA. x b" LONG AT OUTSIDE FACE OI 6T LENF( I `24'-0" i LENGTH` N/A I LENGTH I N/A IMINIMUM CABLE LENGTHSI MIN. CONC. I PANEL I "B" BAS ACTUAL PANEL --- WIDTH TILT -UP BRACE INSERT LOCATIONS DS T110 SUPERIOR LIFT INSERT LOCATIONS 5'-7 1/2" ACTUAL PANEL ------ 9'-6 1/2" 4 WIDTH `9 DS T110 SUPERIOR--- _0 5'-6 1/2" _p" 0O 4 LIFT INSERT LOCATIONS x I) -I- —I L - �j .1 1 V) ZG V Q Z O <C W U Ir �j 17] b( 1 a <. CL a- m p v � `lam 0- t(nce ZO UJI a_Z Q� �1 W s�- o� a I w u3 �� I--—' Lu A <c- � o C7 Ld _j z V) �0 V L c a w v) � U c� V L cti A :AM NOTES: DS T6A (7 1/4") BRACE INSERT W/ T21 LOCATOR PLUG AND 3/4" B14 COIL BOLT o X MAJOR BEAM LEFT MINOR BEAM RIGHT MINOR BEAM NOTES: NONE A MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT LENGTH 24'-0" LENGTH N/A LENGTH N/A MINIMUM CABLE LENGTHS MIN. CONC. PANEL "B" BASE "P" PANEL WEIGHT LIFT INSERT HT MAJOR LOWER UPPER STRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT Tl 10-7 1/4" LEFT RIGHT LEFT _ RIGHT LEFT RIGHT MAJOR LOWER UPPER SfRENGTH AT LIFT WEIGHT REACTION TO RIGGING AT TI 10-7 1/4" SET MINOR MINOR COMP. IFLEXURAL INITIAL LIFT OFFSET OFFSET OFFSET OFFSET OFFSET OFFSET MINOR MINOR COMP. FLEXURAL INITIAL LIFT QUANTITY A 30'-0" N/A N/A 3,000 PSI 550 PSI 14.7 K 3.3 K 1 1.4 K 4 2'-10" 2-10" N/A N/A N/A N/A 30'-0" N/A N/A 3,000 PSI 550 PSI 6.0 K 0 K 6.0 K 4 BRACEHORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 2 9 3/4" RIGGING BRACE TYPE TOTAL BRACE HORIZONTAL BRACE BRACE BRACE SUPPORT CGx: 4'-9 1/4" RIGGING LENGTH'L' OFFSET'X' ANGLE'A' LOAD SUPPORT ELEVATION CGy: 14'-51/2" DETAIL I REQUIRED LENGTH'L' OFFSETW ANGLE'A' LOAD SUPPORT ELEVATION CGy: 3'-53/4" 1 DETAIL 22'-0" 13'-3" 52.9 2,450 LBS SLAB 0'-0" CLy: 19'-3 1/2" R22 N/A N/A N/A N/A N/A N/A N/A N/A CLy: 3'-5 3/4" R22 19'-11 1/4" V) Z 0 Q¢ w In Z V) � n W Q� oz T UC7 ~ W to LL_ Q s m J OFFSET 61.011 ACTUAL PANEL WIDTH DS T110E SUPE LIFT INSERT LOI 00 I 19'-11 1/4" 2-1 C>' o� it W L J Z <L VCIL Q�: W < Z U U W V)L_ <C Y cn _1 1 (PY NOTE: AT EACH EDGE LIFT INSERT PROVIDE A 5'-0" LONG #4 BENT TO A 30° ANGLE. NOTE: FOR EDGE LIFT INSERTS (T1 IOE), PROVIDE (2) P92P 8T FL 149 ERECTION ANCHORS WITH SP20, P99D 8T FL068S DISPOSABLE RECESS. ARCHITEC'T'URAL DYNAMICS, INC 2816 PICKFAIR STREET - ORWNDO, FL - 32803 PH X107 87/x161 ARCHSOLVE@AOL.COM w w w. a r c h d y n. c o m ARCHrrEC'rURAL CORPORATION REGISTRATION NUMBER AA2600236,1 INTERIOR DESIGN REGISTRATION NUMBERID26001339 �»�r-lr�:avrrsiRr_re,..,c-srap.�.pa*;esc�r,r'[�cmacF»yaat*xaa-.arnr PLAN SUBMISSIONS Et REVISIONS SUBMITTAL: ISSUED FOR PERMIT `. 20 JULY 2016 REV.: GENERAL COORDINATION A2 19 FEBRUARY 2017 REV.: SLAB ON GRADE REINFORCING A f _ 14 MARCH 2017 REV.: COFFEE PRODUCT10N/GEN. COORD.A 22 MARCH 2017 �k k +�RA s� 9 � to f p s 1 �nl,rIUCTI*Ji�l r-r�. == RIM t Z' CN4 0 I^�arcc.�sv.:N EWE - 5 'Tau rvo LL_ U�k� e�911Yuau� 1 tMIN i -1 Y i „v b 4 [mlmm yry �nsvrs w.t'ra rsv� .erx ENGINEER SEAL / SIGNATURE TTMu'.'4I'a9CR"1.��.'Ra�±%cAR�A!'!'S16f_yyr9 JONATHON T. SCHUCHMANN FL P.E. 60256 ���9aIt9Ia9o�� % \CENS.c°�°. n � � No. 6C . `yam: l� o�q f r, C�Sjv c J 1 OF ',T��19iII999a0 designed: e0 / J FS drawn: KRG / JTS reviewed: JTS project code: 20-16-1197 SHEET INFORMATION LIFTING AND BRACING P91- 94 SHEET NUMBER LB 24