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HomeMy WebLinkAbout212 W 1 St INTERIOR REMODEL (a)FIRST STREET MARKET REMODELING AND ADDITIONS 212 WEST 1ST S R ET SANFQRD BUILDING DIVISION SAN A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS ORD F 32771 AUTHORITY TO VIOLATE. CANCEL, ALTER OR SE ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVFNJ THE BUILDING OFFICIAL FROM THEREAFTEP REQUIRING A CORRECTION OF ERRORS IN PL,:N-, CONSTRUCTION OR VIOLATIONS O`?I`-' CONS RUC IONDOCUN,"l N S 0 100% / / A i41 - non ICr'T I nt-%A-r1nK1 PHOTO COURTESY OF WOGLE MAPS CIVIL ENGINEERING WAS NOT REQUIRED FOR THIS SITE PER MIKE CASH. FOR REFERENCE, AN ARCHITECTURAL SITE PLAN IS INCLUDED HEREIN, HOWEVER, A SEPARATE SITE PLAN, NON -SIGNED AND SEALED, WILL BE SUBMITTED UNDER SEPARATE COVER, TO PROVIDE ALL REQUESTED SITE DATA REQUIRED BY THE CITY FOR A TWO PHASED SITEWORK PROJECT, AS PROPOSED BY THE CITY. Digitally signed by Jerry W Mills DN: c=US, o=ldenTrus ACES Unaffiliated Individual, cn=Jerry W Mills, 0.9.2342.19200300.10 0.1.1=A01097C000001 5EE306EC5500004B42 Date: 2018.04.24 09:03:03 -04'00' y o�8asDate nford 1 g Oi&_I�Itn d GrProgram itial OFFICE SEAL. ARCHITECT MILZARCH, LLC License # AR0008314 701 West Third Street Sanford, Florida 32771 Jerry W. Mills Cell (407) 921-8795 milzarch@gmail.com PROJECT DESIGN 1 INTERIOR DESIGN AHKENT DESIGN, LLC LICENSE # ID5296 2205 ROCK SPRINGS RD Apopka. Florida 32712 www.ahkentdesign.weebly.com STRUCTURAL ENGINEER Advanced Structural Design, Inc. Angela Hayman -Kent Voice (407) 341-0489 Fax None AHKENTDESIGN@GMAIL.COM Company License # 44613 John M. Bailes, P.E. 1265 S. Semoran Blvd. Suite #1201 Voice (407) 677-5836 Winter Park, FI. 32792 Fax (407) 677-5894 www.advancedstructuraldesign.com lohnbailes@advancedstructuraldesign.com MECHANICAL - ELECTRICAL - PLUMBING ENGINEER Ingenuity Engineers, Inc Company License # 54525 Dave Green, P.E. 4798 New Broad Street Suite # 300 Voice (407) 398-6007 Orlando, Florida 32814 Fax (407) 398-6003 www.ingenuityengineers.com dgreen@ingenuityei.com INDEX OF DRAWINGS O S T IT U 3 A0.0 COVER SHEET, INDEX & SITE MAP -- CIFI TIO 3 Al 1 1 LIFE SAFETY FLOOR PLAN AND BUILD I G STATISTICS VE SP.1 ARCHITECTURAL SITE PLAN (REFER TO SITE PLAN SHEET SUBMITTED TO CITY UNDER SEPARATE COVER FOR ADDITIONAL INFORMATION) 1 AD.1 DEMOLITION FLOOR PLAN 1 (SOUTH) 1 AD.2 DEMOLITION FLOOR PLAN 2 (NORTH) 1 AD.3 DEMO PHOTO ELEVATIONS (N,E,S,W) 2 1 A2.1 A2.2 FLOOR PLAN 1 (SOUTH) FLOOR PLAN 2 (NORTH) 2 A3.1 ENLARGED FLOOR PLANS REFLECTED CEILING PLAN ROOF PLAN 2 A4.1 2 A5.1 2 1 1 1 3 1 3 7�7�1 A5.2 A6.1 A6.2 A6 4 A 5 A7 1 CUPOLA DETAIL AND ROOF DETAILS EAST & SOUTH ELEVATIONS WEST. SOUTH & NORTH ELEVATIONS P A D A S BUILDING AND WALL SECTIONS B LDIN SEC ON & ETAI WALL SECTIONS AND DETAILS I 11',T RE NEV N D AILS A9.1 INTERIOR ELEVATIONS ID2.1 INTERIOR FINISH SCHEDULE AND PLAN ED.2a STRUCTURAL PLUMBING S.1 S.2 S.3 GENERAL STRUCTURAL NOTES FOUNDATION PLAN & DETAILS ROOF FRAMING PLANS AND DETAILS PLUMBING LEGEND, NOTES AND ABBREVIATIONS P2.1 OFFICE SEAL. ARCHITECT MILZARCH, LLC License # AR0008314 701 West Third Street Sanford, Florida 32771 Jerry W. Mills Cell (407) 921-8795 milzarch@gmail.com PROJECT DESIGN 1 INTERIOR DESIGN AHKENT DESIGN, LLC LICENSE # ID5296 2205 ROCK SPRINGS RD Apopka. Florida 32712 www.ahkentdesign.weebly.com STRUCTURAL ENGINEER Advanced Structural Design, Inc. Angela Hayman -Kent Voice (407) 341-0489 Fax None AHKENTDESIGN@GMAIL.COM Company License # 44613 John M. Bailes, P.E. 1265 S. Semoran Blvd. Suite #1201 Voice (407) 677-5836 Winter Park, FI. 32792 Fax (407) 677-5894 www.advancedstructuraldesign.com lohnbailes@advancedstructuraldesign.com MECHANICAL - ELECTRICAL - PLUMBING ENGINEER Ingenuity Engineers, Inc Company License # 54525 Dave Green, P.E. 4798 New Broad Street Suite # 300 Voice (407) 398-6007 Orlando, Florida 32814 Fax (407) 398-6003 www.ingenuityengineers.com dgreen@ingenuityei.com PERMIT COVER SHEET RI -:VISION 3 FIRST STREET MARKET" 04/23/18 212 WEST 1 ST STREET SANFORD, FL 3277 (SANFORD MILE � RCH, LI ,C ,;, ago ANd; JERRY WALKER MILLS, SR. 407.921.8795 MILZi RCHoGN,IAII,.(:OM AR0008314 701 WEST Third Street, Sanford, I'l. 32771 REVISION 2 04/03/18 REVISION 1 03/01/18 CDs 100°/0 02/09/18 SHEET: A0.0 3 KA W 0. MECHANICAL M0.1 MECHANICAL LEGEND, NOTES AND ABBREVIATIONS M0.2 MECHANICAL LEGEND, NOTES AND ABBREVIATIONS PROPOSED MECHANICAL PLAN 1 M2.1 M2.2 M6.1 PROPOSED MECHANICAL PLAN 2 MECHANICAL SCHEDULES M9.1 MECHANICAL DETAILS ELECTRICAL ED.1 ELECTRICAL LEGEND, NOTES AND ABBREVIATIONS E2.1a PROPOSED PARTIAL FLOOR PLAN - LIGHTING PROPOSED PARTIAL FLOOR PLAN - POWER E2.1 b E2.2a PROPOSED PARTIAL FLOOR PLAN - LIGHTING PROPOSED PARTIAL FLOOR PLAN - POWER E2.2b E4.1 COMM, FIRE & ELECTRICAL RISER DIAGRAMS E5.1 E6.1 PANEL SCHEDULES - ELECTRICAL ELECTRICAL DETAILS ED.1 a PARTIAL DEMOLITION FLOOR PLAN - ELECTRICAL PARTIAL DEMOLITION FLOOR PLAN - ELECTRICAL ED.2a PLUMBING P0.1 PLUMBING LEGEND, NOTES AND ABBREVIATIONS P2.1 PROPOSED PLUMBING FLOOR PLAN P3.1 PLUMBING RISER DIAGRAMS PLUMBING DETAILS PLUMBING DEMOLITION PLAN 1 P4.1 PDA PERMIT COVER SHEET RI -:VISION 3 FIRST STREET MARKET" 04/23/18 212 WEST 1 ST STREET SANFORD, FL 3277 (SANFORD MILE � RCH, LI ,C ,;, ago ANd; JERRY WALKER MILLS, SR. 407.921.8795 MILZi RCHoGN,IAII,.(:OM AR0008314 701 WEST Third Street, Sanford, I'l. 32771 REVISION 2 04/03/18 REVISION 1 03/01/18 CDs 100°/0 02/09/18 SHEET: A0.0 3 KA W 0. DIVISION 1 : GENERAL DATA 1. TENANT SPACES WILL BE A VANILLA SHELL WITH UTILITIES STUBBED DURING THIS PROJECT PER THE MEP DRAWINGS. TENANTS WILL SUBMIT, INDIVIDUALLY, SEPARATE PERMIT DOCUMENTS FOR CONSTRUCTION. FINISHES WILL BE PER THESE PLANS. 2. THESE DRAWINGS ARE A COMPOSITE SET, NOT TO BE SPLIT ACCORDING TO AIA, CONTRACTOR IS TO REVIEW ALL DRAWINGS AND DISTRIBUTE THE ENTIRE SET TO EACH SUBCONTRACTOR. 3. A SITE VISIT TO THE PREMISES IS REQUIRED TO INSPECT EXISTING CONDITIONS AND VERIFY WORK TO BE PERFORMED BEFORE SUBMITTING COST QUOTATIONS FOR WORK. 4. CONTRACTOR MUST NOTIFY THE ARCHITECT PROMPTLY OF ANY ERRORS, OMISSIONS, INCONSISTENCIES, DISCREPANCIES, AND CONFLICTS WITHIN THE DRAWINGS OR FIELD CONDITIONS OR IF ANY PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, DO NOT PROCEED WITH WORK AFFECTED BY THE PROBLEM UNTIL IT IS RESOLVED TO THE SATISFACTION OF ALL ASSOCIATED PARTIES. 5. ALL WORK PERFORMED IS TO BE IN STRICT COMPLIANCE WITH GOVERNING FEDERAL, STATE, AND LOCAL BUILDING CODE REQUIREMENTS, EXECUTED IN ACCORDANCE WITH ACCEPTED INDUSTRY STANDARDS, AND CONFORM TO SPECIFIC REGULATIONS AS MANDATED BY THE OWNER AND THE ARCHITECT. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ENSURE THE PROCUREMENT OF ALL REQUIRED AND NECESSARY PERMITS AND APPROVALS PRIOR TO THE COMMENCEMENT OF ANY WORK AND CERTIFICATE OF OCCUPANCY UPON COMPLETION OF PROJECT. CONTRACTOR IS RESPONSIBLE FOR THE FEES ASSOCIATED WITH PROCURING SUCH PERMITS AND SHALL FURNISH COPIES OF PERMITS, INSPECTIONS, AND CERTIFICATES TO OWNER UPON REQUEST, 6. ANY VALUE ENGINEERING PRIOR TO THE COMPLETION OF THESE 100% DOCUMENTS, HAVE NOT BEEN INCORPORATED. THE GC AND THE OWNER ARE RESONSIBLE FOR NOTIFYING THE HPB AND THE AHJ OF ANY AND ALL CHANGES THAT DEVIATE FROM THESE DRAWINGS. THE ARCHITECT ASSUMES NO RESPONSIBILTY FOR THE GC'S OR OWNER'S FAILURE TO NOTIFY THE HPB AND AHJ OF CHANGES. EXTERIOR CHANGES TO THESE DRAWINGS MUST BE APPROVED BY THE HPB LIAISON BEFORE ANY CONSTRUCTION CHANGES ARE MADE. 7. UPON NOTIFICATION BY THE CONTRACTOR OF THE SUBSTANTIAL COMPLETION OF THE PROJECT, THE ARCHITECT AND/OR OWNER WILL INSPECT THE WORK FOR CONFORMANCE WITH THE CONTRACT DOCUMENTS. ACCOMPANYING SUCH NOTIFICATION, THE CONTRACTOR IS TO PROVIDE A WRITTEN LISTING OF THOSE ITEMS NOT COMPLETE OR NOT IN COMPLIANCE WITH THE CONTRACT DOCUMENTS. THIS LIST WILL CONSTITUTE THE MINIMUM PUNCH LIST OF ITEMS FOR COMPLETION. THE CONTRACTOR WILL RETURN ONE SIGNED COPY OF THE ORIGINAL PUNCH LIST TO THE TENANT AND OWNER AS VERIFICATION THAT ALL ITEMS ARE COMPLETE OR WILL PROVIDE A WRITTEN EXPLANATION OF THE STATUS OF ANY INCOMPLETE WORK. 8. CONTRACTOR IS TO SUBMIT A SCHEDULE FOR CONSTRUCTION TO THE OWNER AND ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK. REQUIRED DATES FOR SUBMITTALS ARE TO BE INCLUDED WITH THE SCHEDULE FOR CONSTRUCTION. THE CONTRACTOR IS TO SUBMIT CONFIRMATIONS WITH DELIVERY DATES FOR ORDERS AND MATERIALS AND EQUIPMENT HAVING LONG LEAD TIMES. THE SCHEDULE IS TO REFLECT THE PHASED CONSTRUCTION DESIGNATED BY THE OWNER. 9. CONTRACTOR IS TO REMOVE ALL TRASH AND DEBRIS FROM JOB SITE ON A DAILY BASIS. FINAL CLEANUP WITHIN SCOPE OF WORK: REMOVE DUST, DEBRIS, OILS, STAINS, FINGERPRINTS, AND LABELS FROM ALL EXPOSED FINISHED SURFACES. 10. CONTRACTOR IS TO COORDINATE ALL RELATED TRADES AND VENDORS AS NECESSARY TO THE COMPLETION OF THE JOB ON A TIMELY BASIS. 11. ALL REQUESTS FOR SUBSTITUTIONS OF ANY SPECIFIED ITEM ARE TO BE SUBMITTED IN WRITING TO THE ARCHITECT AND WILL BE CONSIDERED ONLY IF THE ALTERNATE PROPOSED IS PROVEN TO BE MORE ADVANTAGEOUS TO THE OWNER WITH RESPECT TO DELIVERY DATE, QUALITY OR COST. UNDER NO CIRCUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT A PRODUCT PROPOSED FOR SUBSTITUTION IS OR IS NOT OF EQUAL QUALITY TO THE PRODUCT SPECIFIED. 12. FIELD CHANGES REQUESTED BY OWNER MAY AFFECT PRICING AND/OR COMPLETION DATE. CONTRACTOR IS TO NOTIFY OWNER OF CHANGE- WRITTEN APPROVAL IS TO BE OBTAINED BEFORE IMPLEMENTATION. 13. THE ARCHITECT HAS NOT CONDUCTED ANY INVESTIGATION AS TO THE PRESENCE OF ASBESTOS OR OTHER HAZARDOUS SUBSTANCES ON THE PROJECT SITE AND ASSUMES NO RESPONSIBILITY WITH RESPECT TO SAME. NO ASBESTOS PRODUCTS OR PRODUCTS CONTAINING UREA FORMALDEHYDE WILL BE ACCEPTED. 14. SPECIFIC TOILET FACILITIES DESIGNATED BY THE OWNER MAY BE USED, BUT MUST BE KEPT CLEAN. CONTRACTOR IS RESPONSIBLE FOR CLEANING AND REPAIR OF DAMAGE CAUSED BY CONSTRUCTION PERSONNEL. 15. PRODUCTION DELIVERY, STORAGE, AND HANDLING IS TO BE HANDLED IN THE FOLLOWING MANNER: A. DELIVERY: DELIVER MATERIALS TO FACILITATE INSPECTION AND TESTING IN MANUFACTURER'S ORIGINAL UNOPENED PACKAGING LABELED FOR IDENTIFICATION. B. STORAGE: STORE MATERIALS IN PROTECTIVE PACKAGING TO PREVENT DAMAGE PRIOR TO INSTALLATION. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. C. HANDLING: HANDLE MATERIALS TO PREVENT DAMAGE TO MATERIALS AND TO OTHER SURFACES. ALL WORK IS TO BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. ALL SUCH DEFECTS ARE TO BE CORRECTED BY THE CONTRACTOR AT NO EXPENSE TO THE OWNER. 16. FURR EXISTING BUILDING STRUCTURAL ELEMENTS AND FIRE RATED WALLS TO ACCOMMODATE NEW ELECTRICAL DEVICES AND PLUMBING. 17. ALL GLASS WITHIN 12" OF DOORWAYS OR 18" OF WALKING SURFACES IS TO BE TEMPERED. SHOP DRAWINGS FOR ALL MILLWORK ARE TO BE SUBMITTED FOR ARCHITECT'S/OWNER'S REVIEW. FIELD VERIFY ALL DIMENSIONS PRIOR TO BEGINNING FABRICATION OF ANY CASEWORK ITEM OR ANY STOREFRONT INSTALLATION. 18. PROVIDE V-0" MINIMUM CLEARANCE FOR HANDICAPPED ACCESS FROM EDGE OF ALL DOORS ON "PUSH" SIDE TO THE ADJACENT FINISHED WALL SURFACE. PROVIDE V-6" MINIMUM CLEARANCE FOR HANDICAPPED ACCESS FROM THE EDGE OF ALL DOORS ON THE "PULL SIDE TO THE ADJACENT FINISHED WALL. 19. CONTRACTOR IS TO PROVIDE WOOD BLOCKING IN PARTITIONS AT ALL LOCATIONS WHERE WORK SURFACES, SHELVING, BRACKETS, DISPLAYS, AND/OR FIXTURES AND EQUIPMENT WILL BE MOUNTED OR ATTACHED TO FACE OF WALL. 20. WRITTEN DIMENSIONS TAKE PRECEDENCE IN LAYOUT OF ALL WALLS. DO NOT SCALE DRAWINGS. ALL INTERIOR DIMENSIONS ARE FROM THE CENTER LINE OF EACH WALL UNLESS NOTED OTHERWISE. DIMENSIONS FROM EXTERIOR WALLS ARE FROM FACE OF CMU. ALL NEW WALLS LOCATED BY ALIGNMENT NOTATIONS AND ALL WALLS NOT SPECIFICALLY DIMENSIONED OTHERWISE ARE TO BE PARALLEUPERPENDICULAR TO EXISTING BUILDING CORE WALLS. IF DIMENSIONS ARE IN QUESTION, CONTRACTOR MUST OBTAIN CLARIFICATION FROM ARCHITECT BEFORE CONTINUING WITH CONSTRUCTION, 21. ALL INSURANCE COVERAGE IS TO BE PROVIDED BY THE CONTRACTOR COVERING WORKMEN'S COMPENSATION AND EMPLOYER'S LIABILITY. 22. CONTRACTOR IS TO ENSURE THAT ALL CONNECTIONS TO BASE BUILDING EXTERIOR WALLS ARE CONSTRUCTED TO MINIMIZE CRACKING AT WALL JUNCTIONS. REPAIR ALL EXISTING CONNECTIONS TO EXTERIOR WALLS. EPDXY GROUT ALL CRACKS IN EXISTING CMU AND CONCRETE FLOORS. DIVISION 2: SITE CONSTRUCTION 1. CONTRACTOR IS TO FURNISH ALL LABOR AND MATERIALS REQUIRED TO COMPLETE DEMOLITION, REMOVAL, AND RE -USE OF ALL ITEMS SHOWN ON DRAWINGS, SITE DRAWINGS ARE SUBMITTED UNDER SEPARATE COVER BY CIVIL CONTRACTED DIRECTLY WITH THE OWNER. AN ARCHITECTURAL SITE PLAN HAS BEEN INCLUDED FOR CONVENIENCE, ONLY ALL SITE WORK TO BE PERFORMED SHALL BE AS DESIGNED BY THE OWNER'S CIVIL ENGINEER. 2. CONTRACTOR MUST TAKE ADEQUATE PRECAUTIONS TO PROTECT MATERIALS, AND EXISTING FINISHES THROUGHOUT ALL AREAS OF CONSTRUCTION. PROTECT EXISTING -TO -REMAIN WALLS AND FINISHES FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR IS TO REPAIR DAMAGE TO EXISTING -TO -REMAIN CONSTRUCTION, MATERIALS, OR EQUIPMENT AND RETURN TO "LIKE -NEW" CONDITION. 3. STRUCTURAL INTEGRITY: CONTRACTOR IS TO COORDINATE AND SEQUENCE SELECTIVE DEMOLITION WORK TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING. ALL BRACING, SHORING, AND OTHER SUPPORT OR PRECAUTION FOR DEMOLITION IS THE RESPONSIBILITY OF THE CONTRACTOR. 4. DEMOLITION: A. CONTRACTOR IS TO COORDINATE THE DAILY REMOVAL FROM THE PREMISES OF ALL WORK DEMOLISHED, EXCEPT ITEMS TO BE RE -USED OR RETURNED TO THE OWNER, OR AS DIRECTED OTHERWISE. B. CONTRACTOR IS TO REMOVE ALL WALL CONDUITS, SWITCH PLATES, TELEPHONE OR ELECTRICAL WIRING OR EQUIPMENT, ETC. TO THE SOURCE AFTER WALL DEMOLITION. C. REFER TO THE ATTACHED FLOOR PLANS FOR EXISTING CONSTRUCTION TO REMAIN, EXTENT OF DEMOLITION, AND SCHEDULED ITEMS FOR RELOCATION. ALL EXISTING DOORS, FRAMES, HARDWARE, ELECTRICAL FIXTURES, CABINETRY, AND OTHER BUILDING STANDARD COMPONENTS REMOVED DURING DEMOLITION AND NOT REUSED FOR THIS PROJECT ARE TO BE TAGGED AND STORED AS DIRECTED BY OWNER. D. WHEREVER POSSIBLE AND PRACTICAL, RECONDITION THE EXISTING MATERIALS AND EQUIPMENT TO A "LIKE NEW" CONDITION. WHERE FINISHES WILL NOT MATCH, OR WHERE FINAL OPERATION WILL BE INEFFICIENT, REMOVE THE EXISTING MATERIAL OR EQUIPMENT AND REPLACE WITH NEW CONSTRUCTION. DIVISION 3: CONCRETE 1. CUTTING AND PATCHING THE EXISTING FLOOR SLAB: WHEN IT IS NECESSARY TO CUT THE FLOOR SLAB FOR UTILITY INSTALLATION, REFINISH THE CUT AREA TO MATCH THE SURROUNDING SURFACES. DIVISION 4: MASONRY 1. SEE STRUCTURAL GENARAL NOTES, S.1. 2. MODIFICATIONS TO EXISTING STRUCTURE: CONTRACTOR IS RESPONSIBLE FOR THE STRUCTURAL SUPPORT OF ALL CHANGES MADE TO, AND ALL ADDITIONAL LOADS PLACED ON, THE EXISTING BUILDING STRUCTURE. NOTIFY ARCHITECT OF STRUCTURAL MODIFICATIONS PRIOR TO PERFORMING THE WORK. 3. NOTE: STRUCTURAL ENGINEER HAS MODIFIED THE RESUPPORT OF THE EXISTING EAST WALL. THE ARCHITECTURAL DRAWINGS DEFER TO THE "S" SHEETS FOR THE RESUPPORT OF THE REMAINING "UPPER EAST WALL. DIVISION 5: METALS 1. SEE STRUCTURAL GENERAL NOTES, S.I. 2. FIRE SEAL ALL PENETRATIONS THROUGH RATED WALLS, FLOORS, AND CEILINGS WITH APPROVED FIRE RATED CAULK AS DIRECTED BY LOCAL JURISDICTIONS. 3. CONTRACTOR MUST PROVIDE METAL CORNER BEADS AT ALL OUTSIDE CORNERS OF WALLS TO RECEIVE GYPSUM BOARD. 4. PROVIDE TUBE STEEL COLUMNS IN LIEU OF 8X16CMU AT ALL EAST WALL OPENINGS, SEE DETAILS, S.3. DIVISION 6: WOOD AND PLASTICS 1. SEE STRUCTURAL GENERAL NOTES, S.1. 2. PREPARE AND COMPLETE SHOP/WORKING DRAWINGS OF ALL MILLWORK AND CABINETRY ITEMS BASED ON FIELD DIMENSIONS AND SUBMIT TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND FABRICATING MATERIALS. 3. FINISH WORK IS TO BE SMOOTH, FREE FROM ABRASION, TOOL MARKS, RAISED GRAIN, ETC. ON ALL EXPOSED SURFACES. 4. ALL FASTENINGS AND ATTACHMENTS ARE TO BE FULLY CONCEALED FROM VIEW. 5. ALL MILLWORK IS TO BE FABRICATED AND INSTALLED IN ACCORDANCE WITH AWI STANDARDS FOR CUSTOM GRADE CONSTRUCTION. 6. FOR ALL STAIN GRADE MILLWORK, SUBMIT STAIN OR NATURAL FINISH SAMPLE ON ACTUAL WOOD MATERIAL TO BE USED FOR APPROVAL BY TENANT. 7. WHERE CARPENTRY AND MILLWORK ABUTS OTHER FINISHED WORK, SCRIBE, MITRE AND CUT FOR ACCURATE FIT. BEFORE MAKING CUT-OUTS, DRILL PILOT HOLES AT CORNERS. 8. PROJECT CLEANUP IS TO INCLUDE A "VACUUM CLEAN" INTERIOR SPACE WITH RESTORATION TO "LIKE NEW" CONDITIONS OF ALL DAMAGED SURFACES AND ITEMS. DIVISION 7: THERMAL & MOISTURE PROTECTION 1. COORDINATE ALL BUILDING PENETRATIONS WITH THE BUILDING OWNER TO MAINTAIN THE WATERTIGHT CONSTRUCTION AND BUILDING WARRANTIES. 2. SEE ROOF ASSEMBLY AND PRODUCT APPROVALS AT THE END OF THIS SPEC. DIVISION 8: DOORS & WINDOWS 1. ALL HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS ARE TO HAVE AN ADA -COMPLIANT LEVER SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST TO OPERATE. 2. PRE -FINISHED WOOD DOORS - QUARTER SLICED PREMIUM WOOD VENEER. 3. FRAMES - HOLLOW METAL (WELDED) STEEL CRAFT OR APPROVED EQUAL. 4. INTERIOR LATCH SET - SCHLAGE L9010 -12A X US26. 5, INTERIOR LOCK SET - SCHLAGE L9080 -812A X US26-KNURLED 0/S. 6. INTERIOR TYPICAL BUTTS - HAGER 4-1/2" X 4-1/2" - AB700 X US26. 7. INTERIOR CLOSERS - LCN 4011 OR 4111AL. 8. FLOOR MOUNTED DOOR STOP - ROCKWOOD 482 X US26. 9. COORDINATOR - DOOR CONTROLS 672 -PC X ACT 42 WITH MOUNTING BRACKETS. 10. AUTOMATIC FLUSH BOLTS - DOOR CONTROLS 942NH X US26. 11. NO ELECTRIC LATCHES OR MAG LOCKS FOR TENANT INTERIORS, IF USING A CARD READER DEVICE -USE AN ELECTRIC LOCKSET. aLL CARD READER DEVICES TO BE APPROVED BY COLONIAL MANAGMENT PRIOR TO PURCHASE AND INSTALLATION. 12. DESIGN BASIS FOR ALL STOREFRONT AND WINDOWS, EXCEPT THE TWO EXISTING WOOD WINDOWS TO BE RELOCATED: YKK, YES 45 FS, COMMERCIAL STOREFRONT SYSTEM, MEDIUM BRONZE ANODIZED FINISH. STOREFRONT DOORS TO BE YKK 20D NARROW STILE, MEDIUM BRONZE ANODIZED. WINDOWS TO BE YKK SH YVS 400 TU, MEDIUM BRONZE ANODIZED. DIVISION 9: FINISHES 1. ALL SUBCONTRACTORS AND FINISH INSTALLERS ARE RESPONSIBLE FOR FIELD VERIFYING CONDITIONS PRIOR TO ORDERING MATERIALS, AND FOR PROPER SUBSTRATE PREPARATIONS PRIOR TO APPLICATION/INSTALLATION OF SCHEDULED FINISH MATERIALS. SEE SHEET ID2.1. 2. CONTRACTOR TO TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO ANY EXISTING FINISHES TO REMAIN, 3. ALL MISCELLANEOUS GRILLES, PLATES, ETC. ARE TO BE MEDIUM BRONZE ANODIZED. ANY VISIBLE INSIDE SURFACES OF DUCTWORK ARE TO BE PAINTED FLAT BLACK. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL FLOOR AND WALL FINISHES. 5. INSTALL ALL FLOORING IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. BUTT VINYL TILES (IF ANY) TIGHTLY TO ADJACENT VERTICAL SURFACES, THRESHOLDS, NOSINGS, AND EDGES. SCRIBE AROUND OBSTRUCTIONS. EXTEND TILES INTO TOE SPACES, DOOR REVEALS, CLOSETES, AND SIMILAR OPENINGS. INSTALL VINYL TILES SO THAT GRAINING IN ALL TILES RUN IN THE SAME DIRECTION, UNLESS NOTED OTHERWISE. MATCH TILES FOR COLOR AND PATTERN BY USING TILES FROM CARTONS IN SAME SEQUENCE AS MANUFACTURED AND PACKED. CUT TILE NEATLY TO AND AROUND ALL FIXTURES. DISCOLORED, CHIPPED, OR CRACKED TILES WILL NOT BE ACCEPTED. 6. ALL PAINT IS TO BE SUPPLIED BY FLORIDA PAINTS COMPANY. CONTACT DESIREE PEDERSEN AT (407)242-4058. 7. ALL PAINTED SURFACES ARE TO RECEIVE ONE (1) PRIME COAT AND A MINIMUM OF TWO (2) FINISH COATS OR AS REQUIRED FOR PROPER COVERAGE/UNIFORM APPEARANCE. INSTALL PER MANUFACTURER'S SPECIFICATIONS. APPLY ADDITIONAL COATS WHEN UNDERCOATS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF PAINT, UNTIL PAINT FILM IS OF UNIFORM FINISH, COLOR, AND APPEARANCE. GENERAL CONTRACTOR IS TO SUBMIT THREE (3) 8" x 10" PAINT SAMPLES SHOWING COLOR AND FINISH TO ARCHITECT FOR APPROVAL PRIOR TO PAINTING. UNDERSIDE OF SOFFITS TO BE PAINTED SAME COLOR AS CEILING UNLESS OTHERWISE NOTED. GYPSUM BOARD SURFACES ARE TO RECEIVE SATIN FINISH INTERIOR LATEX PAINT UNLESS OTHERWISE NOTED. DOOR FRAMES ARE TO RECEIVE SEMI -GLOSS FINISH UNLESS OTHERWISE NOTED. 8. ALL INTERIOR FINISHES SHALL BE CLASS "C" OR BETTER. 9. REFER TO FINISH CODE SCHEDULE, ELEVATIONS, AND SECTIONS FOR LOCATIONS OF SCHEDULED FINISHES. 10. FLOOR MUST NOT EXCEED A SLOPE OF 1/8" PER 10'-0" OF RUN FOR LEVELNESS. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING FLOOR CONDITIONS. DIVISION 15: MECHANICAL 1. SEE MEP DRAWINGS FOR REQUIREMENTS. DIVISION 16: ELECTRICAL 1. SEE MEP DRAWINGS FOR REQUIREMENTS. MISCELLANEOUS DESIGN BASIS AND PRODUCT APPROVAL NUMBERS 1. ATLAS ASPHALT ARCHITECTURAL SHINGLE ON RHINO SHIELD AT NEW ROOFS ONLY. RETAIN EXISTING SHINGLE ROOF, CAREFULLY TIE IN NEW SHINGLES TO OLD FOR WATER -TIGHT BLEND Digitally signed by Jerry W Mills DN: c=US, o=ldenTrust 0 SCALE: 1 "=20" WEST 0 20 40 60 < ' NORTH M YR TLE AVENUEIt - � 82' R/W (IMPROVED) ..t* i VORTH u O C) CIVIL ENGINEERING WAS NOT REQUIRED FOR THIS SITE PER MIKE CASH. FOR REFERENCE, AN ARCHITECTURAL SITE PLAN IS INCLUDED HEREIN, HOWEVER, A SEPARATE SITE PLAN, NON -SIGNED AND SEALED, WILL BE SUBMITTED UNDER SEPARATE COVER, TO PROVIDE ALL REQUESTED SITE DATA REQUIRED BY THE CITY FOR A TWO PHASED SITEWORK PROJECT, AS PROPOSED BY THE CITY. PARKING TABULATION QTY TYPE 4 HANDICAP 36 REGULAR PARKING STALL 15 55 COMPACT PARKING STALL TOTAL i i i "18 I SOUTH 15 II � II_—J II I� D FA Em WEST Lj Li 6 lT'7-1.i1_.?11L1..1.i DEMOLITION FLOOR PLAN Scale: 1/8” = 1'-0" 6 r? l TT/,'1TlTT„ T771TTl7lTTT 1;TTlTl77Tl. T T:17ll/T77, 777,:/„%7I%T 1 I � I I 15 I I I I - �ITI7,:.:,:.:TIIZITTI/:lL1.11�'1..11_111/. TlTllr7. T%1T1I DEMO _ _ I I DEMO I DEMO I I _ I I _ D=MO I I _ _ _ DEMO _ ---- -- ---- 7 ------=7= =K7L--- - 1L---- 1- ------ ------- I I I I 13 I I 1-----� 14 3 I EAST MATCLIT INE I MATCHLINE SOUTH NORTH SELECTIVE DEMOLITION NOTES 1. REMOVE EXISTING CONCRETE BLOCK AS SHOWN. RESUPPORT OPENING PER STRUCTURAL DRAWINGS AND DETAILS. STRUCTURAL MAY REQUIRE A DIFFERENT SUPPORT SYSTEM AND MAY REQUIRE REMOVAL OF BLOCK T00. 2. REMOVE +/- 51, HORIZONTALLY, OF TOP OF CONCRETE RAMP TO ALLOW CONSTRUCTION OF WOOD PAVILION FRAMING AND DECK. 3. REMOVE PORTION OF RAILING SYSTEM WHERE SHOWN. 4. RETAIN EXISTING WINDOW "INFILL," IN PLACE. 5. REMOVE (LATER ADDED) WOOD BRACKETS, TYPICAL, WEST ELEVATION. 6. EXISTING WOOD ROLLING DOORS ARE TO BE CAREFULLY REMOVED, INCLUDING ROLLING HARDWARE, AND REMOUNTED ON THE EXTERIOR AT EACH WEST OPENING. (T&G BEAD BOARD WITH 2X8 FRAMING) 7. RETAIN POURED CONCRETE FRAME IN PLACE. 8. REPLACE EXISTING WOOD COLUMNS WITH 8X8 PT WOOD TRIANGULAR BRACKET WITH CHAMFERED EDGES(SEE DETAIL 1/A7.1) (1 REQUIRED, ONLY). BOLT THROUGH EXISTING CMU. 9. CAREFULLY REMOVE EXISTING ROLLING DOOR AND HARDWARE. RETAIN ON SITE FOR POSSIBLE REUSE, AND FOR PARTS AT THE WEST ELEVATION. 10. CAREFULLY REMOVE ALL WALL MOUNTED ELECTRICAL POWER EQUIPMENT. SAVE FOR POSSIBLE REUSE. 11. REMOVE WEATHERHEADS AND PATCH DECKING. NEW SERVICE WILL BE UNDERGROUND. 12. REMOVE CONDUIT AND WIRING. 13. REMOVE ENTRY DECK, ALL FRAMING, F.RAILING SYSTEM AND RAMP. 14. VERY CAREFULLY REMOVE WOOD WINDOWS AND FRAMES FOR RELOCATION IN NEW ADDITION. 15. CAREFULLY CUT AND REMOVE ROOF DECK AT CLERESTORY OPENINGS. RETAIN TRUSSES, INTACT AND IN PLACE 16. REMOVE EXISTING STUD WALL ENTIRELY 17. REMOVE PLUMBING FIXTURES INDICATED AND CAP AS NECESSARY 18. REMOVE RESTROOM PARTITIONS &ACCESSORIES, 1 TOILET, ACCESSORIES AND SINK TO BE REUSED AS SHOWN 19. EXISTING FLOOR SCALE TO REMAIN IN PLACE. TEMPORARILY COVER WITH 3/4" PLYWOOD FOR SAFETY CURING CONSTRUCTION ... RESTORATION BY OWNER. L Digitally signed byJerry W Mills DN: c=US, o=ldenTrust ACES Unaffiliated Individual, cn=Jerry W Mills, 0.9.2342.19200300.100.1.1= A01097C0000015 E E306 EC5 5000041342 Date: 2018.04. 23 11:53:36 -04'00' DEMOLITION FLOOR PLAN 1 (SOUTH) 6 � I !..l, I//l/III. L 7'-11 " 12 1 9'-0" CwMC DEMO 8'-0" E.O. 1'- " I 10'-0" EMD TII ..._._. �I/f 77 F MATCHLINE SOUTH i DEMOLITION Scale: 1/8" = 1'-0" I OOR PLAN 1.'-4" WEST 3 6 8'-0" 2'-0" l/I/lllflllllllilll rll�l/...1/.11. / l//ll/. I/l/_/I/Ia f :Ill/llll/Il. ll/ U11/lll/l/..Ill ifllflll7l7ll,>hiJ ..Y7. p 1 � o Co 24'-5" "I "I DEMO - - 7l� — — — — I -- — 15 �r o Eo L_ — 1 CD 8'-0" E.O.1'- " 9'-8" 1'- " 10'-0" 1'- to 10'-0" DEMG__.. DEMO DEMO J'I /.. - t- -- 13 EE REVISED COLUMN SOLUTIO (5.3) AT STRUCTURAL DRAWINGS MATCHT INE TYPICAL THIS EA T WFj�L � NORTH I NORTH SELECTIVE DEMOLITION NOTES 1. REMOVE EXISTING CONCRETE BLOCK AS SHOWN. RESUPPORT OPENING PER STRUCTURAL DRAWINGS AND DETAILS. STRUCTURAL MAY REQUIRE A DIFFERENT SUPPORT SYSTEM AND MAY REQUIRE REMOVAL OF BLOCK TOO. 2. REMOVE +/- 51, HORIZONTALLY, OF TOP OF CONCRETE RAMP TO ALLOW CONSTRUCTION OF WOOD PAVILION FRAMING AND DECK. 3. REMOVE PORTION OF RAILING SYSTEM WHERE SHOWN. 4. RETAIN EXISTING WINDOW "INFILL," IN PLACE. 5. REMOVE (LATER ADDED) WOOD BRACKETS, TYPICAL, WEST ELEVATION. 6. EXISTING WOOD ROLLING DOORS ARE TO BE CAREFULLY REMOVED, INCLUDING ROLLING HARDWARE, AND REMOUNTED ON THE EXTERIOR AT EACH WEST OPENING. (T&G BEAD BOARD WITH 2X8 FRAMING) 7. RETAIN POURED CONCRETE FRAME IN PLACE. 8. REPLACE EXISTING WOOD COLUMNS WITH 8X8 PT WOOD TRIANGULAR BRACKET WITH CHAMFERED EDGES(SEE DETAIL 1/A7.1) (1 REQUIRED, ONLY). BOLT THROUGH EXISTING CMU. 9. CAREFULLY REMOVE EXISTING ROLLING DOOR AND HARDWARE. RETAIN ON SITE FOR POSSIBLE REUSE, AND FOR PARTS AT THE WEST ELEVATION. 10. CAREFULLY REMOVE ALL WALL MOUNTED ELECTRICAL POWER EQUIPMENT. SAVE FOR POSSIBLE REUSE. 11. REMOVE WEATHERHEADS AND PATCH DECKING. NEW SERVICE WILL BE UNDERGROUND. 12. REMOVE CONDUIT AND WIRING. 13. REMOVE ENTRY DECK, ALL FRAMING, F.RAILING SYSTEM AND RAMP. 14. VERY CAREFULLY REMOVE WOOD WINDOWS AND FRAMES FOR RELOCATION IN NEW ADDITION. 15. CAREFULLY CUT AND REMOVE ROOF DECK AT CLERESTORY OPENINGS. RETAIN TRUSSES, INTACT AND IN PLACE 16. REMOVE EXISTING STUD WALL ENTIRELY 17. REMOVE PLUMBING FIXTURES INDICATED AND CAP AS NECESSARY 18. REMOVE RESTROOM PARTITIONS & ACCESSORIES, 1 TOILET, ACCESSORIES AND SINK TO BE REUSED AS SHOWN 19. EXISTING FLOOR SCALE TO REMAIN IN PLACE. TEMPORARILY COVER WITH 3/4" PLYWOOD FOR SAFETY CURING CONSTRUCTION ... RESTORATION BY OWNER. Digitally signed by Jerry W Mills DN: c=US, o=IdenTrust ACES Unaffiliated Individual, cn=Jerry W Mills, 0.9.2342.19200300.100.1.1=A 01097C0000015EE306EC550 00041342 Date: 2018.04.23 11:54:11 -04'00' 1 � CHJ I Ch I Cr\IVK tLtVH I IVIV - UtIVIVLI I MIN/ Scale: NTS o- WEI WEST EXTERIOR ELEVATION - DEMOLITI SOUTH EXTERIOR ELEVATION - DEMOLIT WE r'**� SELECTIVE DEMOLITION NOTES 1. REMOVE EXISTING CONCRETE BLOCK AS SHOWN. RESUPPORT OPENING PER STRUCTURAL DRAWINGS AND DETAILS. STRUCTURAL MAY REQUIRE A DIFFERENT SUPPORT SYSTEM AND MAY REQUIRE REMOVAL OF BLOCK TOO. 2. REMOVE +/- 5', HORIZONTALLY, OF TOP OF CONCRETE RAMP TO ALLOW CONSTRUCTION OF WOOD PAVILION FRAMING AND DECK. 3. REMOVE PORTION OF RAILING SYSTEM WHERE SHOWN. 4. RETAIN EXISTING WINDOW "INFILL," IN PLACE. 5. REMOVE (LATER ADDED) WOOD BRACKETS, TYPICAL, WEST ELEVATION. 6. EXISTING WOOD ROLLING DOORS ARE TO BE CAREFULLY REMOVED, INCLUDING ROLLING HARDWARE, AND REMOUNTED ON THE EXTERIOR AT EACH WEST OPENING. (T&G BEAD BOARD WITH 2X8 FRAMING) 7. RETAIN POURED CONCRETE FRAME IN PLACE. 8. REPLACE EXISTING WOOD COLUMNS WITH 8X8 PT WOOD TRIANGULAR BRACKET WITH CHAMFERED EDGES(SEE DETAIL 1/A7.1) (1 REQUIRED, ONLY). BOLT THROUGH EXISTING CMU. 9. CAREFULLY REMOVE EXISTING ROLLING DOOR AND HARDWARE. RETAIN ON SITE FOR POSSIBLE REUSE, AND FOR PARTS AT THE WEST ELEVATION. 10. CAREFULLY REMOVE ALL WALL MOUNTED ELECTRICAL POWER EQUIPMENT. SAVE FOR POSSIBLE REUSE. 11. REMOVE WEATHERHEADS AND PATCH DECKING. NEW SERVICE WILL BE UNDERGROUND. 12. REMOVE CONDUIT AND WIRING. 13. REMOVE ENTRY DECK, ALL FRAMING, F.RAILING SYSTEM AND RAMP. 14. VERY CAREFULLY REMOVE WOOD WINDOWS AND FRAMES FOR RELOCATION IN NEW ADDITION. 15. CAREFULLY CUT AND REMOVE ROOF DECK AT CLERESTORY OPENINGS. RETAIN TRUSSES, INTACT AND IN PLACE 16. REMOVE EXISTING STUD WALL ENTIRELY 17. REMOVE PLUMBING FIXTURES INDICATED AND CAP AS NECESSARY 18. REMOVE RESTROOM PARTITIONS & ACCESSORIES, 1 TOILET, ACCESSORIES AND SINK TO BE REUSED AS SHOWN 19. EXISTING FLOOR SCALE TO REMAIN IN PLACE. TEMPORARILY COVER WITH 3/4" PLYWOOD FOR SAFETY CURING CONSTRUCTION -RESTORATION BY OWNER. Digitally signed by Jerry W Mills DN: c=US, o=ldenTrust ACES Unaffiliated Individual, cn=Jerry W Mills, I FU 0.9.2342.19200300.100.1.1= . A01097C0000015EE306EC5 5000041342 Date: 2018.04.23 11:54:53 -04'00' NEW CONSTRUCTION/ RESTORATION NOTES A. REPAIR AND REPLACE MISSING OR DETERIORATED 2X2 PICKETS TO MATCH EXISTING. USE PRESSURE TREATED WOOD, THIS FULL WEST SIDE. B. 4" OF RIGID POLYISOCYANU RATE INSULA BOARD AYERS OF 2" STAGGERED) EXISTING SHINGLES, 60 EEL AND ST CE AND WATER SHIELD ON 19/32 EXT CDX PWD, SCREWED THROUGH TO R AND FI OOF WITH NEW 5 V 24GA. L ROOFING. COLOR BY 0 AND AS OVED BY HPB. C. ADD NEW PT WOOD FRAME AND WOOD DECK ACCESSIBLE WHEELCHAIR RAMP. ADD NEW PT WOOD LATTICE AT RAILING FROM GRADE TO FINISHED FLOOR LEVEL. SEE DETAILS. D. REPAINT ALL EXISTING EXPOSED WOOD AND EXISTING AND NEW CMU. "FLORIDA PAINTS" PRODUCTS ARE THE DESIGN BASIS FOR ALL PAINTING REQUIREMENTS, FOR WOOD METAL CMU AND EXPOSED CONCRETE, INCLUDING INTERIOR AND EXTERIOR FLOORING SYSTEMS. E. INSTALL PVC VENT STACKS AS REQUIRED. USE PRE -MANUFACTURED BOOTS AT METAL ROOF DECK SURFACE. F. NEW ENTRY PAVILION WITH WOOD FRAME CONSTRUCTION ON NEW WOOD DECK; FIVE -V CRIMP METAL ROOF. G. NEW CMU FRAMED ADDITION, LENGTH AND WIDTH AS SHOWN; PAINTED CMU. H. CLERESTORY, WOOD FRAMED CUPOLAS FOR NATURAL LIGHT IN STRATEGIC INTERIOR SPACES, AND VENTILATION I. EXISTING RESTROOM TO BE RECONFIGURED AS SHOWN. J. NEW 8X16 PILASTERS TO RESUPPORT EXISTING CONC. HEADER/TIE BEAM, ABOVE. (SEE STRUCTURAL FOR POSSIBLE ALTERNATE COLUMN & BEAM SUPPORT SYSTEM) K. NEW RAISED EXTENDED DECK, PT WOOD FRAMING. REMOVE EXISTING RAILING SYSTEM, REUSE PARTS WHERE NECESSARY, RETAIN EXISTING COLUMNS. L. EXISTING "FREIGHT DEPOT SCALE" TO REMAIN IN PLACE AND BE RESTORED. M.NEW BRONZE FINISHED ALUMINUM STOREFRONT, DOORS AND GLASS ENTRY SYSTEM N. RESTORE AND REINSTALL EXISTING WINDOWS, INCORPORATING NEW 3/16" OBSCURE TEMPERED GLASS IN THE BOTTOM SASH. (2 REQUIRED; SEE DEMO NOTE 14.) O. PRESSURE TREATED 4X4, > RAILING SYSTEM, WITH HORIZONTAL STAINLESS STEEL CABLING SYSTEM. RIGID CONNECTION TO EXISTING DECK BY G.C. P. NOT USED. Q. BRONZED ANODIZED SINGLE HUNG WINDOWS. CASEMENTS WHERE SHOWN R. NEW MEN'S AND WOMEN'S GROUP RESTROOMS ALL PICKETS WERE REMOVED BY OWNER DESIGN. ALL NEW RAILING SYSTEMS T0B STAINLESS STEEL TENSION CABLING SYSTEM, SIMILAR TO 3/A7.1 Q SEE A0.1, SPEC, FOR REVISED ROOF SYSTEM 0 SOUTH 'D 1 3. N co WEST 222'-4" 194'-0" 129'-111/2" A7.1 2 A7.1 CONCRETE PAD -7- ; .��- A ]o BRONZE ANODIZED RELOCATE ROLLW3 BRONZE ANODIZED STORE1FRONT. STOREFRONT. 1 A Ex COVERED DECK DOORS t HARDWARE 1 A SEE SHEET A82 FOR DETAILS TO EXTERIOR SEE SHEET A8Z FOR DETAILS 1 A -I IrI/Ill llllillifl//l//l 1. � � ] OT -111/2" BRONZE ANODIZED M 7' STOREFRONT. o 0 U SEX RR EEC RM SEE SHEET A02 FOR DETAILS o o ] r 101 I 102 CD ] ✓ SCALE ----------- 99-101/2 - o - 1 B MARKET N ENTRT I PAVILION coI I I H FLOOR ao 0 - 100 -BRONZE NEW CMU -ANODIZED STOREFRONT FUTURE TENANT 501 SF FUTURE TENANT 581 SF FUTURE TENANT 581 5F FUTURE TENANT 581 5F 11-4" 3 -3" 4' "1'- 1 10--01/2" t-4" 10'-0" t-6" 9'-101 /2" �4' 9'-9 /2" '-4" 11'-4" �-4" 11'-5" ._4.. 9,_0�' ;� , 8,_0�- 4' 10'-0" ] - - f, o i l,1 7/. /Y/Il/1l/_ llllllll. ZIII<'/lull ' '/l l7 f ® E'Iri Ali IA Ila �%" N r � C O O 4 O N ] 0 8'-01 /2" A6.4 MECH NEW 10-V WIDE ADDITION 103 17'-1" 41'-81 /2" 24'-71/2" NOTE: TYPICAL, SEE SHEET 5.3 FOR U Q PDATED COLUMN SOLUTION i FLOOR PLAP Scale: 1/8" = 1'-0" 91 24'-2" 27'-8" itlyall] 7 27'-8" 1 _ — 27'-8" 1 TL EAST SSOR LANDSCAPE SCREE S BY CIVILNS UNIT Aogi AA MATCHLINE MATCHLINE SOUTH NORTH Digitally signed by Jerry W Mills DN: c=US, FLOOR PLAN 1 (SOUTH) o=ldenTrust ACES Unaffiliated Individual REVISION 2 cn=Jerry W Mills, FIRST STREET MARKET 04/03/18 0.9.2342.1920030 212 WEST 1 RE �] W S ST STREET REVISION 1 0.1.1 A01097C000001 SANFORD, FL 32771 03/01/18 5EE306EC5500004B42 Date: 2018.04.23 CDs 100% 12:17:42 -04'00' MILZARCH, LLC 02/09/18 JERRY WALKER MILLS, SR. 407.921.8795 MILZARCH@GMAIL.COM SHEET: AR0008314 A2.1 PAM All/!g1 SEAL 701 WEST Third Street, Sanford, Fl. 32771 NEW CONSTRUCTION/ RESTORATION NOTES Q 1 A. REPAIR AND REPLACE MISSING OR DETERIORATED 2X2 \ PICKETS TO MATCH EXISTING. USE PRESSURE TREATED WOOD, THIS FULL WEST SIDE. B. A " OF RIGID POLYISOCYAN U RATE INSULA DIM. TO EaLLN. SIZE of BOARDS( ERS OF 2" STAGGERED) EXISTING COMP`RE�,qPLUS ,gig SHINGLES, 60 MIL L AND ST CE AND WATER Q SHIELD ON 19/32 EXTE X PWD, SCREWED � THROUGH TO RAND FINIS OF WITH NEW 5 V TEN TONCOMPRESSOR UNIT -ONE EACH END OF DECK 24GA. L ROOFING. COLOR BY OWN D AS ovED BY HPB. ALL PICKETS WERE REMOVED C. ADD NEW PT WOOD FRAME AND WOOD DECK BY OWNER DESIGN. ALL NEW ACCESSIBLE WHEELCHAIR RAMP. ADD NEW PT WOOD RATI TNC; qYqTFMq TC) RF u •.. I. wo i "I'm I■■■■■■ ■■■■■■■■■■■ P.T. WOOD FRAME AND BRACING WITH LATTICE. 'GATE' HARDWARE AND LOCKABLE LATCH. LATTICE AT RAILING FROM GRADE TO FINISHED FLOOR LEVEL. SEE DETAILS. STAINLESS STEEL TENSION ID D. REPAINT ALL EXISTING EXPOSED WOOD AND EXISTING CABLING SYSTEM, SIMILAR AND NEW CMU. "FLORIDA PAINTS" PRODUCTS ARE THE TO 3/A7.1 DESIGN BASIS FOR ALL PAINTING REQUIREMENTS, FOR WOOD, METAL, CMU AND EXPOSED CONCRETE, INCLUDING INTERIOR AND EXTERIOR FLOORING SYSTEMS. E E. INSTALL PVC VENT STACKS AS REQUIRED. USE NEW STEEL PRE -MANUFACTURED BOOTS AT METAL ROOF DECK TUBE COLUMN _j SURFACE. AC PERG A PARTIAL PLAN F. NEW ENTRY PAVILION WITH WOOD FRAME 2 Scale: 1/8" = 1'-0' CONSTRUCTION ON NEW WOOD DECK; FIVE -V CRIMP METAL ROOF. G. NEW CMU FRAMED ADDITION, LENGTH AND WIDTH AS SHOWN; PAINTED CMU. H. CLERESTORY, WOOD FRAMED CUPOLAS FOR NATURAL - - - LIGHT IN STRATEGIC INTERIOR SPACES, AND VENTILATION Q I. EXISTING RESTROOM TO BE RECONFIGURED AS SHOWN. - PPORT EXISTING CONC. J BRONZE ANODIZED RE J. NEW 8X16 PILASTERS TO RESU 0 1 A STAT. DC HEADER/TIE BEAM, ABOVE. (SEE STRUCTURAL FOR SEE SWEET AI FOR DETAILS ro POSSIBLE ALTERNATE COLUMN & BEAM SUPPORT 25'-0" SYSTEM) - COOLER 0 106 K. NEW RAISED EXTENDED DECK, PT WOOD FRAMING. SCALE(D REMOVE EXISTING RAILING SYSTEM, REUSE PARTS i [�', t S, WHERE NECESSARY, RETAIN EXISTING COLUMNS. MARKET FLOOR 3 271-311 L. EXISTING "FREIGHT DEPOT SCALE" TO REMAIN IN PLACE AND BE RESTORED. N 11-411 M.NEW BRONZE FINISHED ALUMINUM STOREFRONT, -.{ MECHMEN =- FUTURE TENANT 581 SF 103 DOORS AND GLASS ENTRY SYSTEM" 9'-01, '-4° s' -o° '-4° 10'-0° 6'-0° N. RESTORE AND REINSTALL EXISTING a N CO NN WINDOWS, INCORPORATING NEW 3/16" OBSCURE N N TEMPERED GLASS IN THE BOTTOM SASH. (2 REQUIRED; , M M SEE DEMO NOTE 14.) CATE ROLLNG w t HARDWARE 1 A KTERIOR '-10" -4" OFFICE 107 105 O. PRESSURE TREATED 4X4, UN RAILING SYSTEM, WITH HORIZONTAL STAINLESS STEEL 31-4" 5'-11" 5'-6" 31-411 CABLING SYSTEM. RIGID CONNECTION TO EXISTING 2 NEW STEEL DECK BY G C A2.2 COLUMN 272'-9" WEST 5'x5' CONCRETE PAD i Ll BRONZE ANODIZED '_0" 8'-0" '-0" STOREFRONT. SEE SWEET A82 FOR DETAILS -01 - . �_ I�. 2 3. SINGLE HUNG BRONZE o NDOWS EACH SIDE " 7. N ADDITIONAL BEYOND 6X PRINT M?=SEQUIREMENTS, SEE COMPRESSOR SIZE MECH DI 2'-0" PERGOLA E Scale: 1/8" = 1'-0" BAI COUNTER o EO --FIXED 4 WINDOWS TAP ROOM BRONZE STOREFRONT o O OUTDOOR BAR 1oa I � 1 C _ o 1'-4" M 9'-8" '-4" 10'-0" 10'-0" - -_ 1 As r r7A UP S�RAMP C 40'-7" NEW 10'-6' W11! I ADD 35'-3" s81.61f P. NOT USED. � SSOR UNIT SCREENS Q. BRONZED ANODIZED SINGLE HUNG WINDOWS. A5.3 CASEMENTS WHERE SHOWN MATCHLINE MATCHLIN NOTE: TYPICAL SEE SHEET S.3 FO R. NEW MEN'S AND WOMEN'S GROUP RESTROOMS SOUTHPOI NORTHCOL' Q UPDATED UMN SOLUTION 1 IF 0 50'-5" FLOOR PLAN Scale: 1/8" = 1'-0" LANDSCAPE SCREENS BY CIVIL, EAST DAM &&*M 7. SEAL MATCH ROOF SLOPE OF MAIN, EXISTING BUILDING. P.T. 2x6 RAFTERS WITH P.T. 2x25 6 8' O.C. AT 'TOP' jam, W 0 SEE LATICE PATTERN 5/A1.1 P.T. 44 -9 EACH CORNER NORTH FLOOR PLAN 2 (NORTH) FIRST STREET MARKET 212 WEST 1ST STREET REVISION 1 SANFORD, FL 32771 03/01/18 CUS 100% MILZARCH, LLC 02/09/18 JERRY WALKER MILLS, SR. 407.921.8795 MILZARCH@GMAIL.COM SHEET: AR0008314 A2.2 701 WEST Third Street, Sanford, Fl. 32771 Digitally signed by Jerry W Mills DN: c=US, o=ldenTrust ACES Unaffiliated f .Individual, cn=Jerry W Mills, :3 0.9.2342.19200300.100 .1 1=AO 1097C0000015 EE306EC55000041342 Date: 2018.04.23 11:57:23 -04'00' FLOOR PLAN 2 (NORTH) FIRST STREET MARKET 212 WEST 1ST STREET REVISION 1 SANFORD, FL 32771 03/01/18 CUS 100% MILZARCH, LLC 02/09/18 JERRY WALKER MILLS, SR. 407.921.8795 MILZARCH@GMAIL.COM SHEET: AR0008314 A2.2 701 WEST Third Street, Sanford, Fl. 32771 M N N a u MECH MEN r 103 t 104 5'-7" ENLARGED PLAN Scale: 1/4" = 1'-0" N c� ti 9'-11 1/2" CLEAR WOMEN 105 9'-11 1/2" C 10801.H2 10801.G3 10801.U2 10801.62 TYPICAL 1080113 TYPICAL 10801.H2 i111.11INifi < 1 PER LAV w U 10801.U2 10801.D3 i SOUTH WEST REFLECTED CEILING PLAN Scale. 3/32 = V-0" JT AT 24" OC (MAX) 10' X 10' SLOPE' 4 3/4 / 12 (2 OF 3 CUPOLA'S, OTHER 12/8 CUPOLA TRS Scale: 3/32" = 1'-0" GT - GIRDER TRUSS HT - HIP TRUSS JT - JACK TRUSS TAMING PLAN D ust W p U.9.1j41. "I 9ZUU3UU.10 ,,:,° ` 0.1.1=A0� 0970000001 5EE306EC5500004B42 Date: 2018.04.23 14:41:43 -04'00' Digitally signed by Jerry W Mills IN: c=US, o=ldenTrust Jerry ACES Unaffiliated Individual, cn=Jerry W Mills, 0.9.2342.19200300.100.1.1 w mI 5 =A01097C0000015EE306E C55000041342 Date: 2018.04.06 14:26:05 -04'00' ►A\ ROOF PLAN Scale: 1/8" = 1'-0" 4' A6.5 6i LL:: 0 AL of w 04 >: +1 co W L w L CUPOLA ROOF WALL LINE BELOW 1 1 ' A6.4 6", 1/2 ROUND GALVANIZED GUTTER AND 5" ROUND DOWNSPOUTS TO GRADE AND CONCRETE SPLASH BLOCK. DECK BELOW 6", 1/2 ROUND GALVANIZED GUTTER AND 5" ROUND DOWNSPOUTS TO GRADE AND CONCRETE SPLASH BLOCK. KA .............. _LOW KLIAIIN LXRD I 11\J(jbH11\JUL1- KUU pi tit K I rani C-'- T ft I f" I r7; n t-% e% r7 -rf-\ 1011:A -rt -6, r7vir e�-rT K i t t ALL CUPOLA ROOFS TO BE SHINGLES TO MATCH EXISTING ROOF PLAN F- -1 ISTING INCRETE DECK LOW I\ Digitally signed by Jerry W Mills DN: c=US, o=ldenTrust ACES Unaffiliated Individual, f �1� cn.=Jerry W Mills, 0.9.2342.19200300.10 0. 1. 1 =AO 1 097CO0000 I 5EE306EC5500004B42 Date: 2018.04.23 14:31:23 -04'00' SIMPSON N25A AT EACH RAFTER TOP PLA D 1/4' HARD IE BEAD - BOARD DOUBLE PLATE BOTTOM PLATE CONT. CAULK ALL AROUND P.T. WOOD BUCK AS REQ'D. EAVE DETAIL AT 2 OF Scale: 3" =1'-0" SIMPSON W2.5A AT - EACH STUD 1/4' HARD IE DEAD - BOARD 2x P.T. WOOD STUD SEE 1152 FOR REVISED BOTTOM CONNECTION DETAIL CLERESTORY Scale: 3" =1'-0" ETAI L —••F ASSEMBLY: 24 GA. 5-V CRIMP METAL ROOFING ON ,o MIL PEEL4 STICK ICE AND WATERSHIELD OVER lc3/32 X PLYWOOD, SCREWED THROUGH 2 LAYERS OF 21 RIGIDSEE AO.1 FOR ROOF Q —•LYISO BOARDS OVER r NEW ROOF PECKS r Q . —•• ASSEMBLY ■■NN■■■■ii\a_ ,�■■■■■■■■■�\ ■\CN■■■MONSOON \►. -. - -. : -. ■/l■ C2 Iii: !'t■ !1 :a I ��\ 1 DLA■>�...�>�]tt..\�l-7.J! T-..� �� � • _1000F I IS IS � - t•�lr��r.� I■r ■■ ■_fir i::! ��■� -� I:,■�■ ►�� : �' - • • . - - • • r -�1■■■■■■■■S\rb4-4■■■■' NONE ®� : •A �r 1/4' HARDIE BEAD BOARD ON 60 MIL PEEL WATERSHIELD OVER 19/32 CDX PLYWOOD SIMPSON H2.5A AT EACH STUD 24 GA GALVANIZED METAL SIDEWALL FLASHING OVER THE TOP OF 5-V CRIMP (S') WITH RUBBER CLOSURE STRIP, CONTINUOUS, ALL FOUR SIDE EXISTING RAFTER SION 91-1111 ......:. ..;tii7:S7f••.al::' ;t:i:::::. Ni ::i::a:' aa�iiisi•• iei; --01111 'si Ii4,::iiijilin.., atdill�Illi°'�i6jlillllli ' ass...M... a:.i:..:.• ° � .atialplE s:::itlli�fll�'ii0r•• . e::iiTrli;iilll tt�ttt^it't60°r,;,:►a�i3see ' 2x6 RAFTER — 2'-0" j SILLS 6 NORTH AND SOUTH — ENDS RAISED TO 12' ABOVE TO RAFTER AT ALL THREE CUPO AS000 0 t EBF -7/S.2 FOq R€VISIE ;ONNECTIN DIL EXISTING RAFTER / FRONT CUPOLA AT / PAVILION ONLY, 8 / / DETAILS SIMILAR 12 / / 12 43/4 ' 1/2 0 / R3 BATT I ISULATION 1/2' GYPSUM BOARD f CONTINUOUS 26GA GALVANIZED / 1/4' HARDIE BEAD BOARD FLASHING ON PT 1X4 OVER PT IX6 FULL PERIMETER 1/4' HARDIE BEAD BOARD, TYPICAL ALL CUPOLAS OVER SEE 1/A52 FOR BOTTOM CONNECTIONS. HOUSE WRAP U 2X4 STUD FRAMING FILLED WITH BATT INSULATION REVISED CUPOLA DETAIL -UPPER 5 Scale: 24 GALVANIZED RIDGE ROLL 3' IA OVER PREFORMED CONT. SEAL RIPS BOTH SIDES 8h ��►ii iiiiii� iiiiiiii\� S■■■■■pmikm\■■■■■NONE' .i■i.■■■■■■���■■■OI■■■■���■■■■■■■■■M., 111TIM, IMCBMAND HIP Rl' mm Mm" NEW, Ar r • ,. — — • r . CAP JOINTS, •-• -• •- TO . D r e °:i tii:iii•: �i�i�lilliltj i 1I® !..:... ....::::h... NA 15 110 U., ..• D ,SEE 5/A52. DECK e ASPHAULT SHINGLES ON UNDERLAYMENT ON 19/32 CDX PWD. \ 545 TRUSS PACKAGE \ SIMPSON H2.5A AT EACH BY TRUSS MFR ® TRUSS AND AT EACH STUD, 2'-0' OG `� ALL FOUR SIDES. i 5EARM HT SEAL V-4" TYPICAL Digitally signed by Jerry W Mills DN: c=US, o=ldenTrust ACES t a _ _ rr•t• t Individual, cn=Jerry " Di 'tally sign y Jerry W Mills ills, : c- -ldenTrust ACES 0.9.2342.19200300.1 Unaffiliated Individual, cn=Jerry -- .•' 00.1.1=A01097C0000 W Mills, 015EE306EC5500004 0.9.2342.19200300.100.1.1=A01 642 • 097CO000015EE306EC5500004B IS 42 Date: 2018.04.23 Date: 2018.04.0614:27:07 14:43:15 -04'00' -04'00' CUPOLA DETAIL AND ROOF DETAILS REVISION 2 FIRST STREET MARKET 04/03/18 212 WEST 1 ST STREET REVISION 1 SANFORD, FL 32771 03/01/18 CDs 100% MILZARCH, LLC 02/09/18 JERRY WALKER MILLS, SR. — 407.921.8795 MILZARCH@GMAIL.COM SHEET: AR0008314 A5.2 701 WEST Third Street, Sanford, Fl. 32771 ' 1 — 24 GA. CONTINUOUS GALV. METAL SAVE DRIP ON CONTINUOUS P.T. Ix4 ! CONTINUOUS 2x12 P.T. 1/4' HARDIE BEAD BOARD ON FASCIA BOARD 60 MIL PEEL WATERSHIELD t OYER 1/32 CDX PL D METAL RO SSEMBLY 1/4' HARDIE BEAD BOARD ON Q 60 MIL PEEL WATERSHIELD OVER 5/8' GYP BOARD SEALANT CONT. ALL AROUND BRONZE ANODIZED STOREFRONTCUPOLA 1 Scale: 314" =1'-0" (SEVERAL OPERABLE CASEMENTS REMOTE CONTROL, ALL 3 CUPOLAS. 1/4' HARDIE BEAD BOARD ON 60 MIL PEEL WATERSHIELD OVER 19/32 CDX PLYWOOD SIMPSON H2.5A AT EACH STUD 24 GA GALVANIZED METAL SIDEWALL FLASHING OVER THE TOP OF 5-V CRIMP (S') WITH RUBBER CLOSURE STRIP, CONTINUOUS, ALL FOUR SIDE EXISTING RAFTER SION 91-1111 ......:. ..;tii7:S7f••.al::' ;t:i:::::. Ni ::i::a:' aa�iiisi•• iei; --01111 'si Ii4,::iiijilin.., atdill�Illi°'�i6jlillllli ' ass...M... a:.i:..:.• ° � .atialplE s:::itlli�fll�'ii0r•• . e::iiTrli;iilll tt�ttt^it't60°r,;,:►a�i3see ' 2x6 RAFTER — 2'-0" j SILLS 6 NORTH AND SOUTH — ENDS RAISED TO 12' ABOVE TO RAFTER AT ALL THREE CUPO AS000 0 t EBF -7/S.2 FOq R€VISIE ;ONNECTIN DIL EXISTING RAFTER / FRONT CUPOLA AT / PAVILION ONLY, 8 / / DETAILS SIMILAR 12 / / 12 43/4 ' 1/2 0 / R3 BATT I ISULATION 1/2' GYPSUM BOARD f CONTINUOUS 26GA GALVANIZED / 1/4' HARDIE BEAD BOARD FLASHING ON PT 1X4 OVER PT IX6 FULL PERIMETER 1/4' HARDIE BEAD BOARD, TYPICAL ALL CUPOLAS OVER SEE 1/A52 FOR BOTTOM CONNECTIONS. HOUSE WRAP U 2X4 STUD FRAMING FILLED WITH BATT INSULATION REVISED CUPOLA DETAIL -UPPER 5 Scale: 24 GALVANIZED RIDGE ROLL 3' IA OVER PREFORMED CONT. SEAL RIPS BOTH SIDES 8h ��►ii iiiiii� iiiiiiii\� S■■■■■pmikm\■■■■■NONE' .i■i.■■■■■■���■■■OI■■■■���■■■■■■■■■M., 111TIM, IMCBMAND HIP Rl' mm Mm" NEW, Ar r • ,. — — • r . CAP JOINTS, •-• -• •- TO . D r e °:i tii:iii•: �i�i�lilliltj i 1I® !..:... ....::::h... NA 15 110 U., ..• D ,SEE 5/A52. DECK e ASPHAULT SHINGLES ON UNDERLAYMENT ON 19/32 CDX PWD. \ 545 TRUSS PACKAGE \ SIMPSON H2.5A AT EACH BY TRUSS MFR ® TRUSS AND AT EACH STUD, 2'-0' OG `� ALL FOUR SIDES. i 5EARM HT SEAL V-4" TYPICAL Digitally signed by Jerry W Mills DN: c=US, o=ldenTrust ACES t a _ _ rr•t• t Individual, cn=Jerry " Di 'tally sign y Jerry W Mills ills, : c- -ldenTrust ACES 0.9.2342.19200300.1 Unaffiliated Individual, cn=Jerry -- .•' 00.1.1=A01097C0000 W Mills, 015EE306EC5500004 0.9.2342.19200300.100.1.1=A01 642 • 097CO000015EE306EC5500004B IS 42 Date: 2018.04.23 Date: 2018.04.0614:27:07 14:43:15 -04'00' -04'00' CUPOLA DETAIL AND ROOF DETAILS REVISION 2 FIRST STREET MARKET 04/03/18 212 WEST 1 ST STREET REVISION 1 SANFORD, FL 32771 03/01/18 CDs 100% MILZARCH, LLC 02/09/18 JERRY WALKER MILLS, SR. — 407.921.8795 MILZARCH@GMAIL.COM SHEET: AR0008314 A5.2 701 WEST Third Street, Sanford, Fl. 32771 NEW CONSTRUCTION/ RESTORATION NOTES A. REPAIR AND REPLACE MISSING OR DETERIORATED 2X2 PICKETS TO MATCH EXISTING. USE PRESSURE TREATED WOOD, THIS FULL WEST SIDE. B. ADD 4" OF RIGID POLYISOCYANU RATE INSULATION BOARDS(2 LAYERS OF 2" STAGGERED) OVER EXISTING SHINGLES, 60 MIL PEEL AND STICK ICE AND WATER SHIELD ON 19/32 EXTERIOR CDX PWD, SCREWED THROUGH TO RAFTER AND FINISH ROOF WITH NEW 5 V 24GA. METAL ROOFING. COLOR BY OWNER AND AS APPROVED BY HPB. C. ADD NEW PT WOOD FRAME AND WOOD DECK ACCESSIBLE WHEELCHAIR RAMP. ADD NEW PT WOOD LATTICE AT RAILING FROM GRADE TO FINISHED FLOOR LEVEL. SEE DETAILS. D. REPAINT ALL EXISTING EXPOSED WOOD AND EXISTING AND NEW CMU. "FLORIDA PAINTS" PRODUCTS ARE THE DESIGN BASIS FOR ALL PAINTING REQUIREMENTS, FOR WOOD, METAL, CMU AND EXPOSED CONCRETE, INCLUDING INTERIOR AND EXTERIOR FLOORING SYSTEMS. E. INSTALL PVC VENT STACKS AS REQUIRED. USE PRE -MANUFACTURED BOOTS AT METAL ROOF DECK SURFACE. F. NEW ENTRY PAVILION WITH WOOD FRAME CONSTRUCTION ON NEW WOOD DECK; FIVE -V CRIMP METAL ROOF. G. NEW CMU FRAMED ADDITION, LENGTH AND WIDTH AS SHOWN; PAINTED CMU. H. CLERESTORY, WOOD FRAMED CUPOLAS FOR NATURAL LIGHT IN STRATEGIC INTERIOR SPACES, AND VENTILATION I. EXISTING RESTROOM TO BE RECONFIGURED AS SHOWN. J. NEW 8X16 PILASTERS TO RESUPPORT EXISTING CONC. HEADER/TIE BEAM, ABOVE. (SEE STRUCTURAL FOR POSSIBLE ALTERNATE COLUMN & BEAM SUPPORT SYSTEM) K. NEW RAISED EXTENDED DECK, PT WOOD FRAMING. REMOVE EXISTING RAILING SYSTEM, REUSE PARTS WHERE NECESSARY, RETAIN EXISTING COLUMNS. L. EXISTING "FREIGHT DEPOT SCALE" TO REMAIN IN PLACE AND BE RESTORED. M.NEW BRONZE FINISHED ALUMINUM STOREFRONT, DOORS AND GLASS ENTRY SYSTEM N. RESTORE AND REINSTALL EXISTING WINDOWS, INCORPORATING NEW 3/16" OBSCURE TEMPERED GLASS IN THE BOTTOM SASH. (2 REQUIRED; SEE DEMO NOTE 14.) 0. RECYCLED RAILROAD TRACK RAILING SYSTEM, WITH HORIZONTAL ST. STL. CABLING SYSTEM. P. NOT USED. Q. BRONZED ANODIZED SINGLE HUNG WINDOWS. CASEMENTS WHERE SHOWN R. NEW MEN'S AND WOMEN'S GROUP RESTROOMS A'- 4 1/2' PEAK ,9 CUPOLA Antl- 2V-1 1/2' PARAPET +/- 13-5' OPEN GABLE DORME 0I -ON FINFL,R. I CASEMTS ,--4 B C4.SENIENTS Q 5 'V' CRIMP ROOF ON 4' RIGID z; INSLILATION ON EX. ROOF DECK IN �� �� �� F EXISTING PANTED' CONCRETE BLOCK 1 AT EAST ELE Scale: 1/8" = V-0" Y NEW PAINTED CONCRETE) 13LOG1C WA"` MATCHLINE MATCHT INE SOUTH >[<NORTH ION I ....r..r, MATCHLINE t,, o NLATCHLINE SOUTH I"4 NORTH BLOCK WALL EAST ELEVATION Scale: 1/8" = V-0" Digitally signed by Jerry W Mills DN: c=US, o=ldenTrust ACES Unaffiliated Individual, cn=Jerry W Mills, 0.9.2342.19200300.10 - 0.1.1 =AO1097C000001 5EE306EC5500004B42 Date: 2018.04.23 14:45:15 -04'00' NEW CONSTRUCTION/ RESTORATION NOTES ALL PICKETS WERE REMOVED BY OWNER DESIGN.Q A. REPAIR AND REPLACE MISSING OR DETERIORATED 2X2 ALL NEW RAILING SYSTEMS TO BE STAINLESS STEEL H NEW SHINGLE ROOF H PICKETS TO MATCH EXISTING. USE PRESSURE TREATED TENSION CABLING SYSTEM, SIMILAR TO 3/A7.1 � � �'�-E WOOD, THIS FULL WEST 51DE. � 5 v' CRIMP �aooF ON 4' RIGID MSULATION ON EX. ROOF DECK C Q B. A 4" OF RIGID POLYISOCYAN U RATE INSULATI BOARDS YERS OF 2" STAGGERED) 0 xIsTwG lul LL11ALL RAILING SHINGLES, 60 M LAND STI AND WATER EE A0.1, SPEC FOR ROOF REV EXISTING SHINGLES TO REMAIN � TO BE SHIELD ON 19/32 EXTER DX PWD, SCREWED THROUGH TO R AND FINI OF WITH NEW 5 V Q TAINLESS 24GA. M ROOFING. COLOR BY OW ND ASSTEEL A VED BY HPB.- _ - -- ABELING TO CODE C. ADD NEW PT WOOD FRAME AND WOOD DECK ��I� � A �crENnEro DECK K s dc�: STAIR q7,1 STAIR EXIST R41LMG PICKET— SYSTEM ICKET �M. ��S I E ACCESSIBLE WHEELCHAIR RAMP. ADD NEW PT WOOD SYSTEM TO �U,REPAIRA3 LATTICE AT RAILING FROM GRADE TO FINISHED FLOOR WEST ELEVATION STAINLESS STEEL CABLE RAILINGS �`�'' 811D1NG- LEVEL. SEE DETAILS. � scare: vs" _ �'-o" Exc NEW WEST ac MATCHLINE MATCHT INE D. REPAINT ALL EXISTING EXPOSED WOOD AND EXISTING @ DECK, LATTICE BELOW 1 NORTH SOUTH rTI AND NEW CMU. "FLORIDA PAINTS" PRODUCTS ARE THE As.3 A6.3 DESIGN BASIS FOR ALL PAINTING REQUIREMENTS, FOR I � WOOD, METAL, CMU AND EXPOSED CONCRETE, r 3$,-4 2/2"Ah INCLUDING INTERIOR AND EXTERIOR FLOORING I H — r SYSTEMS. P AK 6 CUPOLA ' H I 1 E. INSTALL PVC VENT STACKS AS REQUIRED. USE Q I � CNEW SHINGLE:R:OO:p— PRE-MANUFACTURED BOOTS AT METAL ROOF DECK I NGl-E III SURFACE. �Ati °N4��Q_+/- 21'-I 1/2' I � Q .4DoitioruL F. NEW ENTRY PAVILION WITH WOOD FRAME s � PARAPET I EXISTMCsPARAPE? � - � �� e 6EYOND � � 4:15 CONSTRUCTION ON NEW WOOD DECK; FIVE -V CRIMP METAL ROOF. G. NEW CMU FRAMED ADDITION, LENGTH AND WIDTH AS PEN Cx BLS DORMER SHOWN; PAINTED CMU. H. CLERESTORY, WOOD FRAMED CUPOLAS FOR NATURAL O I 0I -ON /1h I M I E �1 LIGHT IN STRATEGIC INTERIOR SPACES, AND VENTILATION I. EXISTING RESTROOM TO BE RECONFIGURED AS SHOWN. psis lurk, PIu SYSTEM TO SITU, REPAIR AS J. NEW 8X16 PILASTERS TO RESUPPORT EXISTING CONC. RE L OF eulLDlrG, HEADER/TIE BEAM, ABOVE. (SEE STRUCTURAL FOR PIT AT DE_— _ __ __ ___ POSSIBLE ALTERNATE COLUMN &BEAM SUPPORT l�'1ATCHLINE ��� MATCHLINE SYSTEM) NORTH SOUTH C K. NEW RAISED EXTENDED DECK, PT WOOD FRAMING. WEST ELEVATION REMOVE EXISTING RAILING SYSTEM, REUSE PARTS 2 scare: va"= V-0"WHERE NECESSARY. RETAIN EXISTING COLUMNS. ALL ftA1L1NG l U BE STAINLESS STEEL LABELING TO CODE ADD 2 HINGED PRESSURE TREATED 2X6 FRAMED, LOCKABLE L. EXISTING FREIGHT DEPOT SCALE TO REMAIN IN PLACE WOOD GATES WITH CABLE SYSTEM. INFILL FULL WIDTH AND BE RESTORED.i i RAILING SYSTEM, WITH HORIZONTAL STAINLESS STEEL CABLING SYSTEM. RIGID CONNECTION TO EXISTING SEE CIVIL FOR A/C COMPRESSOR SCREENS DECK BY G.C. Q P. NOT USED. � NORTH ELEVATION 3kale: 1/8" = 1'-0" Q. BRONZED ANODIZED SINGLE HUNG WINDOWS. CASEMENTS WHERE SHOWN SOUTH ELEVATION Scale: 1/8" = V-0" Digitally signed by Jerry W Mills DN: c=US, o=ldenTrust ACES Unaffiliated WEST, SOUTH & NORTH ELEVATIONS Individual, cn=Jerry W Mills, �- FIRST STREET MARKET 0.9.2342.191200300.1 00.1. 212 WEST 1ST STREET REVISION 1 1=A01097C0000015EE30 6EC55000041342 SANFORD, FL 32771 03/01/18 Date: 2018.04.23 CD'S 100% 14:47:26 -04'00' MILZARCH, LLC 02/09/18 JERRY WALKER MILLS, SR. 407.921.8795 MILZARCH@GMAIL.COM SHEET: AR0008314 A6.2 DATE. /VVJ,p11 I SEAL 701 WEST Third Street, Sanford, Fl. 32771 i 35'-4 1/2' fKA'-4 1/2' - - - PEAK 6 CUPOLA PEAK m CUPOLA 0 SHINGLE ROOF EXISTING PARAPET WALL Q EXISTINCs PA PE ALL NEW SHINGLE ROOF +/- 22-2' � - - - PARAPETW WPARAPET - - - NICxH ROOF 1 � PARTIAL WEST ELEVATION -NEW 1 STAINLESS STEEL CABLE RAILING SYSTEM D C STAIR AND WOOD DECK IBEYOND DETAILED (Zni TTN Pi P/ATION1 � `� f Scale: 1/4" =1'-0" SIMPSON H3 P.T. CONT. 2x8 ANCHORED TO BOND BEAM WITH 1/2' DIA. x 6 SIPMSON TITEN HD OR SIMILAR 8' BLOCK KNOCK OUT BOND BEAM FILLED SOLID WITH CONCRETE CONT. FULL PERIMETER AVD REINF. WITH (2) 45 CONT. 15 VERTICAL IN GROUTED CELL 1/2' FIBEROUS CONTROL JOINT 3' LIGHTWEIGHT LEVELING CONCRETE WITH FIBERMESH 3/4' PRESSURE TREATED PLYWOOD. TtG BLOCKING AT SUPPORT AND MID -SPAN F.T. 2x12 JOISTS -6 16' ON CENTER FASTENERS MUST BE 1/2' DIA. EXP. BOLTS, GALV. 6 IV O.C. COVERED WITH FOAM. 4 3/4' EMBEDMENT (MIN) (2) 2x8 PRESSURE TREATED LEDGER CONTINUOUS 0 3 0 INDICATES 115 DOWEL WITH 8' HORIZONTAL HOOK, SET IN FOOTING AND EXTENDING 2'-6' ABOVE SLAB. FILL CMU CELL PLAN AND AS REQUIRED BY CODE. WALL SECTI Scale: 1-1/2" =1'-0" 24 GA. 5-V CRIMP MEt �oN (bom MIL SHINGLE - SEE A0.1 REVISIO PEEL t STICK ICE VER 19/32 COX PLYWOOD, SCREWED T YERS OLYISO BOARDS OVER A D NE RO DE KS 1 NEW 3/4' PRESSURE TREATED PLYWOOD * ROOF EXTENSION A5.2 ---------------------- NEW 2x8 RAFTER 'SISTERED' TO EXISTING f TRUSSES -OVERLAP 6'-0' (EXTEND 8' BEYOND BEARING POINT EXISTING CMU 1 ± 4-3/41 12 12 4-3/4' WALL) AFIELD VERIFY FIELD VERIFY, WITH 2 LAYERS, 1/21 P D US 1 I 1 i .......... _ 1 24 GA. CONTINUOUS GALV. � i _ _ _ 18'-1 1/2' METAL SAVE DRIP ON `. I UI�ERSIDE OF DECK CONTINUOUS P.T. 1x4 I /,'' 121 4 FIELD VERIFY NEW TSO. CMU WALL 12 12 1 + 4-3/4' FIELD VERIFY ` \ FIELD VERIFY \. \ - CONTINUOUS 2x12 P.T. FASCIA j �` ____ — EXIST. TSO. PLAi'E BOARD EXISTING STRUCTURAL Ix10 CONTINUOUS. CLOSER BOARD CUT AROUND EXIST. O.H. ± T-1" 1 1 NEW TA. CMU WALL I 1 Sx8x16 CMU WALL PAINTED z zZ Z MATCH COURSING AND TOOLED JOINTS WITH EXISTING 0-1 0-1 g 00 00 A6.4 1 EXISTING WOOD C/)c�—n RAILING AND 2X2 x EXISTING CONCRETE SLAB x PICKET SYSTEM w w r ^� -- FINFLR 1 1 +/- 36' MLOW FNMMPR- N GRADE VARIES 1` _1 ± 7'-61 /2" ± 304" ± 10'-6" I o EXISTING CONSTRUCTION NEW CONSTRUCTION BUILDING SECTION LOOKIN ' I Scale: 114" =1'-0" �/ EXISTING NEW .. / TMG AND NEW KNOCK -OUT WITH (2) 05 NEW Mx16 CMU PILASTER, CONT. BEYOND, SEE STR'L. WHERE APPLICABLE REMOVE L3 -5/8x3-5/8 FULLY GROUT ALL CELLS BELOW FLOOR NEW 8' CMU STEM WALL +/- 36' OW V S GRADE TO TOP OF 3 FOOTING 12' MIN, IC IX CONCRETE FOOTING (2) 05 CONT. WITH 45 AT 16' O.C. TRANSV ,R / EXISTING AND NEW FASTENERS MUST BE 1/2' EXP. BOLTS, GALV. 61 16' O.C. COVERED WITH FOAM, 4 3/4' EMBED (MIN). ENSURE THAT EXISTING MASONRY IS GROUTED. /000 DETAIL \--" / Scale: 1-1/2" =1'-0" U) 0 ORTH EA 1/2' FIBEROUS CONTROL JOINT 3' L IGHTWE IGHT LEVELING CONCRETE WITH FIBERMESH 3/4' PRESSURE TREATED PLYWOOD. TtG F.T. 2x12 JOISTS -0 16' ON CENTER (2) 2x8 PRESSURE TREATED LEDGER, CONTINUOUS EXISTING P.T. CONT3x6 BEARING DETAIL Scale: 1-1/2" =1'-0" - �. .. r r r r r v v r R00'Zt5Y: 24 GA. 5-V CRIMP METAL R0L PEELt STICK ICE /32 COX PLYWOOp, SCREWED RS OLYISO BOARDS 0 G D RO D KS NEW 3/4' PRESSURE TREATED PLYWOOD 6 ROOF EXTENSION T J411I- BRACKET DETAIL GABLE D II411 k!y o 4 t- 2'-8" 4'-8" '-4 '. �/- 5'-011 2'- Scale: 3/16" =1'-0" 10'-0" EA. SIDE 12'-8" WOOD STAIRS E 4.1$ EXIST. MASONRY PAR (BEYOND) TO REMAIN (REPAINT) 12 14.V SEE 3/A-i.I FOR COLUMN DETAILS SEE SEE LATTICE DETAILS PARTIAL ROOF PLAN - PAVILION Scale: 3/16" =1'-0" 3/4' PWD. ON 2x8 e 12' O.C. BETWEEN EXIST. TRUSS BOTTOM CHORDS DOUBLE 2x6 TOP PLATE WITH 2x6 STUD FRAMING a I6' O.C. BUILDING Scale: 1/4" =1'-0" f ION LOOKING NORTH THROUGH MENS ROOM/OFF 2x8 FRAMING HURRICANE STRAPS (SEE STR'L.) 1/2' GYP. WALL CLG NOTE: ON TOP OF EXISTING PARAPET CONSTRUCT 2x4 STUD FRAME WALL (CENTERED) EAST/WEST, TO UNDER SIDE BOTTOM CHORD TRUSS 1/2' GYP FULL LATTICE SCREEN, FRONT AND BOTH SIDES MATCH EXTERIOR LATTICE DETAILS. ALL TOP STRAPPING S TO BE SIMPSON H2BA 12 EACH RAFTER ® 1/4' HARDIE BEAD BOARD ALL BOTTOM STRAPPING TO BE 5IMP50N H2 -5A a EACH RAFTER BOTTOM 1x2 TRIM NORTH FAC DOS +/-2x3 AN D BRONZE SULATED, FIXED WINDOWS 2x4 FRAMING WITH 44 9 CORNERS WALL EACH SIDE, FILL R-11 BATT. _. -_ �1 I..:= 6IMP60N H2.5A tv EACH STUD 1 SEPARATES INSIDE FROMrc_r; ._... AND 4X4, TOP AND BOTTOM , - EXTERIOR �5 EE DETAIL 3/A5.8 FOR SAME \5 CONNECTION DETAILS ............ ...................r.._....._.__....................................................... _....... ............................ ................. ............. _ .... .... _. ....... . AT BASE 01= CUPOLA. EXISTING PARAPET OF SOUTH WALL NEW PAVILION ROOF LINE IN FRONT OF PARAPET WALL SECTION 5 PAVILION CUPOLA LOOKING NORTH 2Scale: 1/4" =1'-0" DAM MaM I I SEAL EXIST. T.O. PLA — EXPOSED EXIST. RESUPPORTED WALL. SEE STRUCTURAL. NEW TA. CMU WALL 1 11 Y 0-.1- -9 .1- -1 -- •—1'11..�v BUILDING SECTION & DETAILS FIRST STREET MARKET 212 WEST 1STST -{ET REVISION 1 SANFORD, FL 32771 03/01/18 CUS 100% MILZARCH, LLC 02/09/18 JERRY RRY WALT -{ R MILLS, SR. - 407.921.8795 MILZARCH@G:MAIL.CO_M SHEET: ET: AR0008314 A6.5 701 W STThird Street, Sanford, Fl. 32771 D 1 5/8"DIA ALUMINUM HANDRAIL, 1 1/2" MIN CONTINUOUS, BOTHSIDES 2X6 PT CONTINUOUS TOP CAP z 2X4 PT BLOCKING STAINLESS STEEL CABLE RAILING �0 m SYSTEM 3 3/4" O.C. MAX ADA SLOPED RAMP m m 2X4 PT TOE KICK PT 2X6 DECKING 4X4 PT 64' O.C. PT 2X6 FRAMING 4'-m" OC. 2X6 PT CONTINUOUS BOTH SIDES 1X6 PT FULL LENGTH 36' ABOVE SIDEWALK TOP BOTTOM RAILING END AT RAMPS 4X4 1� ADA RAMP DETAIL 2X6 CAP 2X4 BLOCKING VERTICAL 34-35" ABOVE STAIR NOSING — STAINLESS STEEL CABLE e 3 3/4' O.G. MAX TOP AINLESS STEEL CABLE 3 3/4' O.C. MAX 3 - 2X12 PT STRINGERS 4e FRONT ENTRY TYPICAL STAIR DETAIL LENGTH OF TREAD WITH BOTTOM RAIL EXTENSION AT STAIRS I NCS aFZIOUT 145ED 5 51ZE J" DIA. LAG 1',456 CHAMFERS 26TOP,46 BOTTOM +- 3'-S' LONG BRACKET @ S.E. CORNER OVERHANG "ONE REQUIRED, ONLY" Scale: 3/4" =1'-0" TOP OF CAP 42" ABOVE FIN. DECK 1x4 TOP < BOTTOM E 0 \ 8 -m ON CENTER, \. VERTICALLY J'x ITILE STAINLESS STEEL CABLE SYSTEM MATCH EXISTING DECK LATTICE TO +- 2' ABOVE GRADE LATTICE, AS SHOW,"ly, 4G s' P.T2 x 10 BOLT U -EXIST. WALL PRESSURE TREATED 5/4x6 DECK BOARD AS CAP- CONTINUOUS P.T.2x6 BETWEEN 4x4 VERTICAL NEWELS (TOP t AT DEC<) 2x8 CUT AT ANSLE,BOTN SIDES OF RAMP TO MATCH ANGLE OF SLOPE -1': 12' GALVANIZED METAL JOIST HANGERS — P.T.2x6 JOISTS 1D 16' ON CENTER r 5/4x5 WOOD DECK BOARDS PRESSURE TREATED 4x4 AT 4' O.G. -MINIMUM DEPTH IN SOIL - 2'-0" V SECTION @NEW ACCESSIBLE RAMP Scale: 1 1/2" = 1'-0" ' 2°3„�12113„�121 ATT I CE f= f;PN Digitally signed by Jerry W Mills DN: c=US, o=IdenTrust ACES Unaffiliated f - ` Individual, cn=Jerry W Mills, WALL SECTIONS AND DETAILS r 0.9.'2342.19200300.1 REVISION 3 REVISION 2 ' 00.1.1 A01097C000 FIRST STREET MARKET 04/23/18 04/03/18 0015EE306EC55000 212 WEST 1ST STREET REVISION 1 SANFORD, FL 32771 03/01/18 041342 Date: 2018.04.24 CDs 100% 09:40:22 -04'00' MILZARCH, LLC 02/09/18 JERRY WALKER MILLS, SR. 407.921.8795 MILZARCH@GMAIL.COM SHEET: AR0008314 A7.1 701 WEST Third Strcet, Sanford, Fl. 32771 �JI/1a11 SEAL 9 6 A8.2 8'— off A8.2 - -- -0 4 - 2 // J Q 7 'I A8.2 00 lit, + 10 - D�_��_�F' 1 P'�"�I 8'-0" A DOOR WINDOW ELEVATIONS -I I : I ""d HACKER R00 8 SEALANT (NO WK) SHIM AS REOD (NB ymq SE"11 s i E34111 E9-0305 -' E9-0314 LL lr d 0 E2M70 -' E94810 E2-0871 /I SILICON CAP BEAD J 4' [101.801 r --E2-0050 1 314'(M.401 WINDOW DETAILS - HEAD 2 2 g A8.2 A8.2 2' - 7 1/410 A8.2 T R'—S2" 9 s—SZrr s » -- i W—d �, /R11 WINDOW DETAILS - JAMB STOREFRONT -HEAD DOOR -HEAD JAMB STOREFRONT -JAMB DOOR -JAMB WINDOW DETAILS - SILL STOREFRONT -SILL DOOR -SILL WINDOW DETAILS- MULLION s i E9-0305 -' E9-0314 --E2-0050 1 314'(M.401 I- 4112' [114.30] DOOR -HEAD JAMB STOREFRONT -JAMB DOOR -JAMB WINDOW DETAILS - SILL STOREFRONT -SILL DOOR -SILL WINDOW DETAILS- MULLION 10801.M3 15' TOE CLEARANCE A 1310801,X1 17"-19" TYPICAL RESTROOM MOUNTING HEIGHT- REFER TO FBC CHA1 Scale: 1/4" = V-0" RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS (PICTOGRAMS). LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" (16MM) HIGH, BUT NO HIGHER THAN 2" (50MM). TACTILE CHARACTERS ARE DESIGNED TO BE 4'-8" A.F.F. BUT NOT BE LOWER THAN 48" NOR MORE THAN 60" A.F.F. A SIGNAGE CR Scale: NOT TO SCALE PICTOGRAM MUST BE 6" MIN. WHEN USED. GRADE 2 BRAILLE 1/32" DIMENSIONAL LETTERS MAY BE 5/8" TO 2" TALL. B IA REFER TO FIFE BOOKLET FOR SPECIFICATIONS T-2 0 10801.M3 10801.H2 108023 X 0 NEE CLEARANCE C D 15001,D6 �. j p z @ a z co d co O ti 7"-1 E F S INTERIOR ELEVATION - RESTROOM WOMEN'S MEN'S OPPOSITE' ra a• i/P = 1111 INTERIOR Scale: 3/8" =1'-0" w 0 ION - UNISEX RESTROOM B C SELECTIVE KEYNOTES D 10801 TOILET, BATH, AND LAUNDRY ACCESSORIES 10801.138 JUMBO -ROLL TOILET TISSUE DISPENSER (SURFACE) 10801.D3 PAPER TOWEL DISPENSER (SURFACE) 10801.G3 COMBO TOWEL DISPENSER & WASTE RECEPTACLE (SURFACE MOUNTED) 10801.H2 SOAP DISPENSER (WALL/SURFACE MOUNTED) 10801.J1 GRAB BAR - STRAIGHT (SURFACE) 10801.J2 GRAB BAR - CORNER (SURFACE) 1080113 TOILET SEAT COVER DISPENSER (SURFACE) 10801.M1 FRAMED MIRROR 10801.M3 FRAMED MIRROR TILTED 10801.R1 ROBE HOOK 10801.U2 DIAPER CHANGING STATION (SURFACE) 10801.X1 UNDER LAVATORY GUARD 15001 PLUMBING & MECHANICAL EQUIPMENT AND SYSTEMS 15001.D6 ELECTRIC WATER COOLER, BI -LEVEL TOILET ACCESSORY SCHEDULE KEYNOTE MANUFACTURER MODEL # Q LOCATION _ BOBRICK z_ rilr G 10801.D3 CD q PAPER TOWEL DISPENSER (SURFACE) 1 PER ADA RESTROOM co 11 BOBRICK B-43699 15' TOE CLEARANCE A 1310801,X1 17"-19" TYPICAL RESTROOM MOUNTING HEIGHT- REFER TO FBC CHA1 Scale: 1/4" = V-0" RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS (PICTOGRAMS). LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" (16MM) HIGH, BUT NO HIGHER THAN 2" (50MM). TACTILE CHARACTERS ARE DESIGNED TO BE 4'-8" A.F.F. BUT NOT BE LOWER THAN 48" NOR MORE THAN 60" A.F.F. A SIGNAGE CR Scale: NOT TO SCALE PICTOGRAM MUST BE 6" MIN. WHEN USED. GRADE 2 BRAILLE 1/32" DIMENSIONAL LETTERS MAY BE 5/8" TO 2" TALL. B IA REFER TO FIFE BOOKLET FOR SPECIFICATIONS T-2 0 10801.M3 10801.H2 108023 X 0 NEE CLEARANCE C D 15001,D6 �. j p z @ a z co d co O ti 7"-1 E F S INTERIOR ELEVATION - RESTROOM WOMEN'S MEN'S OPPOSITE' ra a• i/P = 1111 INTERIOR Scale: 3/8" =1'-0" w 0 ION - UNISEX RESTROOM B C SELECTIVE KEYNOTES D 10801 TOILET, BATH, AND LAUNDRY ACCESSORIES 10801.138 JUMBO -ROLL TOILET TISSUE DISPENSER (SURFACE) 10801.D3 PAPER TOWEL DISPENSER (SURFACE) 10801.G3 COMBO TOWEL DISPENSER & WASTE RECEPTACLE (SURFACE MOUNTED) 10801.H2 SOAP DISPENSER (WALL/SURFACE MOUNTED) 10801.J1 GRAB BAR - STRAIGHT (SURFACE) 10801.J2 GRAB BAR - CORNER (SURFACE) 1080113 TOILET SEAT COVER DISPENSER (SURFACE) 10801.M1 FRAMED MIRROR 10801.M3 FRAMED MIRROR TILTED 10801.R1 ROBE HOOK 10801.U2 DIAPER CHANGING STATION (SURFACE) 10801.X1 UNDER LAVATORY GUARD 15001 PLUMBING & MECHANICAL EQUIPMENT AND SYSTEMS 15001.D6 ELECTRIC WATER COOLER, BI -LEVEL TOILET ACCESSORY SCHEDULE KEYNOTE MANUFACTURER MODEL # Q LOCATION _ BOBRICK z_ � G 10801.D3 CD q PAPER TOWEL DISPENSER (SURFACE) 1 PER ADA RESTROOM co 11 BOBRICK 15' TOE CLEARANCE A 1310801,X1 17"-19" TYPICAL RESTROOM MOUNTING HEIGHT- REFER TO FBC CHA1 Scale: 1/4" = V-0" RAISED AND BRAILLE CHARACTERS AND PICTORIAL SYMBOL SIGNS (PICTOGRAMS). LETTERS AND NUMERALS SHALL BE RAISED 1/32", UPPER CASE, SANS SERIF OR SIMPLE SERIF TYPE AND SHALL BE ACCOMPANIED WITH GRADE 2 BRAILLE. RAISED CHARACTERS SHALL BE AT LEAST 5/8" (16MM) HIGH, BUT NO HIGHER THAN 2" (50MM). TACTILE CHARACTERS ARE DESIGNED TO BE 4'-8" A.F.F. BUT NOT BE LOWER THAN 48" NOR MORE THAN 60" A.F.F. A SIGNAGE CR Scale: NOT TO SCALE PICTOGRAM MUST BE 6" MIN. WHEN USED. GRADE 2 BRAILLE 1/32" DIMENSIONAL LETTERS MAY BE 5/8" TO 2" TALL. B IA REFER TO FIFE BOOKLET FOR SPECIFICATIONS T-2 0 10801.M3 10801.H2 108023 X 0 NEE CLEARANCE C D 15001,D6 �. j p z @ a z co d co O ti 7"-1 E F S INTERIOR ELEVATION - RESTROOM WOMEN'S MEN'S OPPOSITE' ra a• i/P = 1111 INTERIOR Scale: 3/8" =1'-0" w 0 ION - UNISEX RESTROOM B C SELECTIVE KEYNOTES D 10801 TOILET, BATH, AND LAUNDRY ACCESSORIES 10801.138 JUMBO -ROLL TOILET TISSUE DISPENSER (SURFACE) 10801.D3 PAPER TOWEL DISPENSER (SURFACE) 10801.G3 COMBO TOWEL DISPENSER & WASTE RECEPTACLE (SURFACE MOUNTED) 10801.H2 SOAP DISPENSER (WALL/SURFACE MOUNTED) 10801.J1 GRAB BAR - STRAIGHT (SURFACE) 10801.J2 GRAB BAR - CORNER (SURFACE) 1080113 TOILET SEAT COVER DISPENSER (SURFACE) 10801.M1 FRAMED MIRROR 10801.M3 FRAMED MIRROR TILTED 10801.R1 ROBE HOOK 10801.U2 DIAPER CHANGING STATION (SURFACE) 10801.X1 UNDER LAVATORY GUARD 15001 PLUMBING & MECHANICAL EQUIPMENT AND SYSTEMS 15001.D6 ELECTRIC WATER COOLER, BI -LEVEL TOILET ACCESSORY SCHEDULE KEYNOTE MANUFACTURER MODEL # DESCRIPTION LOCATION 10801.138 BOBRICK B-28902 SURFACE MOUNTED TWIN JUMBO -ROLL TOILET TISSUE DISPENSER - SATIN FINISH. 1 PER RESTROOM 10801.D3 BOBRICK B-4262 PAPER TOWEL DISPENSER (SURFACE) 1 PER ADA RESTROOM 10801.G3 BOBRICK B-43699 SURFACE -MOUNTED PAPER TOWEL DISPENSER/WASTE RECEPTACLE WITH TOWELMATE AND LINERMATE 1 PER RESTROOM 10801.H2 BOBRICK B-4112 SURFACE MOUNTED SOAP DISPENSER 1 PER RESTROOM 10801.J1 BOBRICK B-6806 1-1/2" (38MM) DIAMETER STAINLESS STEEL GRAB BARS WITH EXPOSED MOUNTING - SATIN FINISH. 2 PER RESTROOM (36" & 42") 1080113 BOBRICK B-4221 TOILET SEAT COVER DISPENSER (SURFACE) 1 PER TOILET 10801.M1 BOBRICK B-165 MIRROR WITH STAINLESS STEEL FRAME 1 PER RESTROOM 10801.M3 BOBRICK B-293 TILT MIRROR WITH STAINLESS STEEL FRAME 18X36 1 PER RESTROOM 10801.R1 BOBRICK B-6727 SURFACE MOUNTED DOUBLE ROBE HOOK MOUNT @ 64" AFF 1 PER RESTROOM 10801.U2 KOALA KARE KB200-1 EARTH DIAPER CHANGING STATION (SURFACE) 1 PER RESTROOM NOTES: ALL TOILET ACCESSORIES SHALL COMPLY WITH FBC CHAPTER 11. C 0 PAM SIR M1 /—E 4', FE 1__E I _.._..... �___. INTERIOR ELEVATIONS - RESTR®OMS ` Individual, cn=Jerry 14:56:02 -04'00' MILZARCI I LLC JERRY WJZLK ',R MILLS, SR. 407.921.8795 MIL,Z.ARCH@GMM UL.COM AR0008314 SEAL 701 WEST Third Street, Sanford, Fl. 32771 COs 100% 02/09/18 SHEET: A9.1 PT -2 C? I 1-.1___7-T7r- JT - NO UW—_1 -E_i C 0 PAM SIR M1 /—E 4', FE 1__E I _.._..... �___. INTERIOR ELEVATIONS - RESTR®OMS ` Individual, cn=Jerry 14:56:02 -04'00' MILZARCI I LLC JERRY WJZLK ',R MILLS, SR. 407.921.8795 MIL,Z.ARCH@GMM UL.COM AR0008314 SEAL 701 WEST Third Street, Sanford, Fl. 32771 COs 100% 02/09/18 SHEET: A9.1 m FLOOR PLAT Scale: 1/4" = 1'-0" �� m P-1 P-3 TILE 2 2 TAP ROOM SCHEDULE WFA 108 I D2.1 I D2.1 WB -1 MARKET P-1 P-3 C FLOOR 100 FLAME WF -1 P4 WBA SPREAD P1 CODE MANUFACTURER P-2 P-2 1 WFA T-1 T-1 ALL FURNITURE BY OWNER'S WB -1 T-2 T-2 REPRESENTATIVE m z� P-3 WT -1 �z rt P-4 -2 CCS MECH MEN WOMEN 103 104 Alai I TILE TRANSITION STRIP TBS ° 4.D EXISTING CONCRETE FINISH NOTES: (2 TILE INTERIOR CODE SCHEDULE Scale: BASE CODE SCHEDULE FLAME SPREAD CODE MANUFACTURER MANUFACTURER # TYPE COLOR SIZE GAUGE RATING REMARKS WB -1 WOOD BASE TBS WOOD TBS BASE STAINED CONCRETE / EPDXY CODE SCHEDULE FLAME SPREAD CODE MANUFACTURER MANUFACTURER # TYPE COLOR RATING REMARKS WF -1 WOOD FLOOR TBS PLANK FLOOR TBS TILE CODE SCHEDULE PORCELAIN TILE GROUT FLAME MFG. SETTING SPREAD CODE MANUFACTURER MFG. LINE TYPE COLOR SIZE MFG. NO. COLOR METHOD RATING REMARKS T-1 TBS TILE TBS 311X6" EPDXY THIN SET CLASS 1 FLOOR GROUT T-2 TBS COVE BASE TBS 6"X611 EPDXY THIN SET CLASS 1 COVE GROUT WT -1 TBS TILE TBS 311X611 EPDXY THIN SET CLASS 1 WETWALL GROUT WT -2 TBS TILE TBS 12"X12" EPDXY THIN SET CLASS 1 WTHER GROUT ALLS PAINT CODE SCHEDULE FLAME SPREAD CODE MANUFACTURER MANUFACTURER # TYPE COLOR FINISH/SHEEN RATING REMARKS MEAS UFACTURE P-1 TBS ACRYLIC LATEX TBS SATIN/EGGSHELL CLASS 1 TYPICAL WALLS P-2 MANUFACTURE TBS TBS EPDXY TBS EPDXY CLASS 1 RESTROOM WALLS P-3 MANUFACTURE TBS TBS ACRYLIC LATEX TBS SEMI -GLOSS CLASS 1 TRIMS P-4 MANUFACTURE TBS TBS ACRYLIC LATEX TBS SATIN/EGGSHELL CLASS 1 CEILING TILE TRANSITION STRIP TBS ° 4.D EXISTING CONCRETE FINISH NOTES: (2 TILE T"q�D FLOOR TRANSITION 1. ALL FINISHES ARE TO MEET ALL FIRE AND BUILDING CODE ORDINANCES. INTERIOR FINISHES SHALL BE IN ACCORDANCE WITH NFPA 101:10.2,2010 EDITION. Scale: NORTH GENERAL CONDITIONS WOOD CONSTRUCTION 1. PERFORM CONSTRUCTION AND WORKMANSHIP IN COMPLIANCE WITH CONTRACT 6 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE. SPLICE ONLY AS SHOWN 1, WOOD CONSTRUCTION SHALL CONFORM TO THE NDS "NATIONAL DESIGN DOCUMENTS AND THE FLORIDA BUILDING CODE 2017, 6th EDITION. OR APPROVED. STAGGER SPLICES WHERE POSSIBLE. USE TENSION SPLICE CLASS "B" SPECIFICATION FOR WOOD CONSTRUCTION", LATEST EDITION. 2. ALL UNLESS NOTED OTHERWISE. DOWELS SHALL MATCH SIZE AND SPACING OF THE STRUCTURAL WOOD FRAMING SHALL BE No. 2 SOUTHERN PINE, UNO. 2. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE DRAWINGS OR SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH TENSION SPLICES. UNLESS SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE NOTES, THE MOST STRINGENT NOTED OTHERWISE LAP LENGTHS EXPRESSED IN NUMBER OF BAR DIAMETERS SHALL 2. PLACE A SINGLE 2x PLATE AT THE BOTTOM AND A DOUBLE 2x PLATE AT THE TOP OF ALL SHALL BE PROVIDED. BE AS FOLLOWS: STUD WALLS. 2x SOLE PLATES SHALL BE ATTACHED TO THE SLAB WITH Y2" DIA. x 4" 3. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION EMBEDMENT SIMPSON TITEN HD SCREW ANCHOR OR APPROVED EQUAL. AT 4'-0" O.C. AT 11 STRUCTURAL STEEL A. ALL STRUCTURAL "W" SHAPES TO CONFORM TO ASTM A992 WITH MINIMUM YIELD STRENGTH OF 50KSI. ANGLES, CHANNEL AND PLATES SHALL CONFORM TO ASTM A36 WITH MINIMUM YIELD STRENGTH OF 36 KSI. B. ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE" LATEST EDITION. C. USE E70XX ELECTRODES FOR ALL WELDING, UNLESS NOTED OTHERWISE. (GRIND SMOOTH ALL EXPOSED WELDS. D. TUBE COLUMNS SHALL CONFORM TO ASTM A-500, GRADE B, WITH A MINIMUM YIELD STRESS OF 46 KSI. E. ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL CONFORM TO ASTM A325 TYPE 1, HIGH STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM BOLT DIAMETER SHALL BE % INCHES. UNLESS NOTED OTHERWISE IN THE DRAWINGS OR IN THESE GENERAL NOTES ALL BOLTED CONNECTION SHALL BE BEARING TYPE CONNECTIONS USING STANDARD HOLES WITH THREAD INCLUDED IN THE PLANES. HIGH STRENGTH BEARING BOLTS SHALL BE TIGHTENED USING AN IMPACT WRENCH TO A SNUG TIGHT CONDITION. THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTENED ATTAINED BY FEW IMPACT OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. F. HOP DIP GALVANIZING AFTER FABRICATION ALL STRUCTURAL STEEL ITEM AND THEIR CONNECTIONS PERMANENTLY EXPOSED TO THE OUTSIDE, WHETHER SPECIFIED ON THE DRAWING OR NOT. G. STRUCTURAL STEEL SHOP DRAWING SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1. WELDS SHOWN IN THE DRAWINGS ARE THE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. THE MINIMUM WELD SIZE SHALL BE 3/16 INCH. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. WHERE SHOWN, PROPER FIELD WELDING PER AWS D1.1 SHALL BE USED. WHERE NO FIELD WELDING SYMBOLS ARE SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD WELDS. H. NON SHRINK GROUT FOR BASE PLATES AND BEARING PLATES SHALL BE NON METALLIC, SHRINKAGE RESISTANCE, PREMIXED, NON CORROSIVE, NON STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILLICA SANDS, SHRINKAGE COMPENSATING AGENTS, AND FLUIDITY IMPROVING COMPOUND. TWENTY EIGHT DAY COMPRESSIVE STRENGTH AS DETERMINED BY GROUT TUBE TESTS SHALL BE 6,000 PSI. GROUT SHALL BE PLACED IN A FLUID FLOWABLE STATE UNDER BASE PLATES THAT HAVE A FORM BUILT AROUND FOR GROUT CONFINEMENT. GROUT SHOULD BE CURED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. MINIMUM THICKNESS OF GROUT UNDER ALL BASE PLATES AND BEARING PLATES SHALL BE 1", UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. I. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A TREADS UNLESS NOTED OTHERWISE ON DRAWINGS. FURNISH HARDENED PLATE WASHERS, LOCK WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS. ALL NUTS USED WITH ANCHOR BOLTS SHALL BE HEX HEAD CONFORMING TO ASTM A563.WASHERS FOR ALL BASE PLATE SHALL BE �t/a" THICK PLATES EXTENDING MINIMUM 1" FROM EDGE OF BASE PLATE HOLE ON EACH SIDE WITH HOLES 1/16" LARGER THAN NOMINAL BOLT DIAMETER. WASHERS SHALL COMFORT TO A36 STEEL. ANCHOR RODS INSTALLATION SHALL BE COORDINATED WITH REINFORCING AND FORMWORK. AFTER BASE INSTALLATION, ANCHOR RODS NUTS SHALL BE INSTALLED TO A SNUG TIGHT CONDITION. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED. HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED. REINFORCED MASONRY 1. CONSTRUCTION SHALL MEET THE REQUIREMENTS OF ACI 530/ASCE 5, "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY" AND ACI 530.1/ASCE6, "SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY. ALL HOLLOW LOAD BEARING CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE 2. ALL UNITS SHALL BE LAID IN RUNNING BOND USING TYPE S MORTAR WITH HEAD JOINTS. MASONRY MINIMUM STRENGTH F'M = 1500 PSI. MINIMUM BLOCK COMPRESSIVE STRENGTH IS 1900 PSI. 2. USE TYPE S MORTAR IN ACCORDANCE WITH ASTM C270 EXCEPT TYPE M MORTAR BELOW GRADE. HEAD AND BED JOINTS SHALL BE 3/8" FOR THE THICKNESS OF THE FACE SHELL. WEBS ARE TO BE FULLY MORTARED IN ALL COURSES OF PIERS, COLUMNS AND PILASTERS; IN STARTING COURSE; AND WHERE AN ADJACENT CELL IS TO BE GROUTED. REMOVE MORTAR PROTRUSIONS EXTENDING 1/2" OR MORE INTO THE CELL TO BE GROUTED. 3. C. USE STANDARD (9 GAUGE) TRUSS TYPE HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM A-82 IN EVERY OTHER COURSE. OVERLAP DISCONTINUOUS END 6". USE PREFABRICATED CORNER AND TEES, SEE SPECIFICATION 4. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLID WITH CONCRETE GROUT CONFORMING TO ASTM C-476, GROUT MIXED SHALL CONTAIN PORTLAND CEMENT ONLY PLUS AGGREGATE. MAXIMUM SIZE OF AGGREGATE SHALL BE 3/8 INCH. SLUMP SHALL BE 8 TO 11 INCHES. WATER REDUCING ADMIXTURES MAY BE USED. GROUT SHALL BE VIBRATED WHILE PLACING TO ENSURE THAT CELLS ARE COMPLETELY FILLED. MINIMUM GROUT COMPRESSIVE STRENGTH BASED ON 28 DAY TEST SHALL BE 2000 PSI USING 3 1/2"X3 1/2"0" OR 3"x3"x6" TEST SPECIMENS CAST IN MOIST WITH A FIST NON-ABSORBENT BASE AND MASONRY UNITS HAVING THE SAME MOISTURE CONDITIONS AT THOSE BEING LAID FORMING THE SIDE OF THE SPECIMENS SPECIMEN SHALL BE TESTED ACCORDING TO ASTM C39. 5. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND INTERVAL NOT EXCEEDING 8'-0". WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH CORRESPONDING VERTICAL BAR, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. 6. THE MINIMUM SPLICE LENGTH FOR ALL VERTICAL BARS SHALL BE: 30 INCHES FOR #5 BARS 36 INCHES FOR #6 BARS 7. PROVIDE DOVETAIL ANCHORS AT 16" C/C, UNLESS NOTED OTHERWISE, WHERE MASONRY WALLS ABUT CONCRETE SURFACES. 8. UNLESS NOTED OTHERWISE, PROVIDE 8" DEEP PRECAST "U" LINTEL WITH 2-#5's AND FILLED SOLID WITH GROUT. Design Wind Presiviv PROCEDUREAND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITSINTERIOR Efectil%vindArea(S Y} 10 20 :', 9 WALLS AND 2 -8 O.C. AT EXTERIOR WALLS. (PROVIDE (2) ANCHORS MIN. PER 200 COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE BAR SIZE NORMAL WEIGHT CONCRETE, F c (p.s.i.) 21.8 '0.$ SOLE PLATE PIECE AND LOCATE SCREW ANCHOR 4 1/2" (MIN.) FROM EDGE OF SOLE 19.5 ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE 162 Interior CLASS 3,000 4,000 5,000 6,000 PLATE AND OPENINGS) . ALL SUBSTITUTIONS MUST BE APPROVED PRIOR TO INSTALLATION. NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY - -23X0 -22,6 21.8 '*0,4 -213 19.5.. "211.4 lit 5 -193 17,5 16, + 1:dge Area S SEE THE SHEAR WALL SCHEDULE ON SHEET S1.04 FOR SPECIAL SOLE PLATE ATTACHMENT OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT. #6 OR A 44 DIAM. 38 DIAM. 34 DIAM. 31 DIAM. ,18,1 AT SHEAR WALLS. ft1 1tl 5tt 1110 SMALLER B 57 DIAM. 49 DIAM. 44 DIAM. 40 DIAM. 100.0 10 4. ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE 11ztelior ,Area. l ..,. •. _...•.. 3. STUDS SHALL BE DOUBLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS. 5. VERIFIED BY THE CONTRACTOR TO CONFORM TO THOSE SHOWN ON THE -19.9 19:.4., 12,5 11.4 #7 OR A 55 DIAM. 47 DIAM, 42 DIAM. 39 DIAM. + WOOD LINTELS OVER OPENINGS SHALL BE AS NOTED ON THE PLANS. DOUBLE WALL Area's ARCHITECTURAL DRAWINGS. LARGER B 71 DIAM. 62 DIAM. 55 DIAM. 50 DIAM. STUDS (ONE STUD BEARING, ONE STUD FULL HEIGHT OF WALL) AT ALL HEADERS UP TO � -.e.2 100 -25.5 too .25 .5 100 -25.5 10.0 DOUBLE 2x10. AT ALL OTHER HEADERS PROVIDE MINIMUM TRIPLE WALL STUDS (TWO 5. DESIGN LOADS: LAP SPLICE LENGTH NOTES: STUDS BEARINGS, ONE STUD FULL HEIGHT OF WALL). A. SUPERIMPOSED DEAD LOADS: 1. TABLE IS BASED ON .40.'2 FLOOR TRUSSES a) CLEAR SPACING OF BARS BEING 4. WOOD PANEL WALL SHEATHING SHALL BE INSTALLED WITH 8d NAILS AT 6" O.C. AT ALL BOTTOM CHORD 10 PSF DEVELOPED OR SPLICED NOT LESS THAN ONE BAR EDGE SUPPORTS AND 8d NAILS AT 12" O.C. AT ALL INTERMEDIATE SUPPORTS. PROVIDE TOP CHORD (INTERIOR) 15 PSF DIAMETER (BD), CLEAR COVER NOT LESS THAN ONE SOLID 2x BLOCKING AT ALL SHEET EDGES. TOP CHORD (CORRIDORS, LANDINGS, BALCONIES) 30 PSF DB, AND STIRRUPS OR TIES THROUGHOUT THE LAP A Iva.1 SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM, OR 5. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE NIA ROOF TRUSSES NIA TREATED. Interior.......... BOTTOM CHORD 10 PSF b) CLEAR SPACING OF BARS BEING DEVELOPED OR .. ..., . ....... TOP CHORD 10 PSF SPLICED NOT LESS THAN 2 DB AND CLEAR COVER NOT 6. FLOOR SHEATHING SHALL BE INSTALLED GLUED AND NAILED WITH 10d NAILS AT 6" O.C. AT LESS THAN ONE DB. FOR ALL OTHER CASES, MULTIPLY SUPPORTED EDGES, AND 10d NAILS AT 12" O.C. AT INTERMEDIATE SUPPORTS. USE NVA .. It10 B. LIVE LOADS: TENSION LAP BY 1.5. PRESSURE TREATED SHEATHING WHERE INDICATED IN DRAWINGS. FLOORS 100 PSF hdgt....... ... PATIOS AND DECKS 100 PSF 2. FOR TENSION REINFORCEMENT WITH MORE THAN 12" 7. ROOF SHEATHING SHALL BE INSTALLED WITH 10d NAILS AT 6" O.C. AT SUPPORTED EDGES, . ......... CORRIDORS AND LANDINGS 100 PSF OF CONCRETE BELOW, OR FOR VERTICAL AND 10d NAILS AT 12" O.C. AT INTERMEDIATE SUPPORTS. PROVIDE ONE PLYWOOD CLIP STAIRWAYS 100 PSF REINFORCEMENT, MULTIPLY THE LAP SPLICE PER SPAN BETWEEN SHEET EDGES. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT -40,6 ROOF 20 PSF LENGTH INDICATED IN THE TABLE BY 1.3. ALL HIPS, RIDGES, ALLEYS, AND CHANGES IN ROOF SLOPE. Atea3 HOWEVER, THE LAP SPLICE LENGTH SHALL NOT 100 1010 C. WIND LOADS (ASCE 7-10): BE LESS THAN 12". 8. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING ...• ULTIMATE WIND SPEED (Vult) = 139 MPH 3. FOR TENSION REINFORCEMENT IN LIGHTWEIGHT AGENCY. NOMINAL WIND SPEED (Vosd) = 108 MPH CONCRETE, MULTIPLY LAP SPLICED LENGTH BY 1.3 9. PARALLEL STRAND LUMBER (PSL) MEMBER SIZES SHOWN ARE NET; OTHER MEMBER SIZES EXPOSURE = B -.68,3 -61.6 ARE NOMINAL. -46.1 RISK CATEGORY = II CAST IN PLACE CONCRETE INTERNAL PRESSURE COEFFICIENT = 0.18 (ENCLOSED) 10. NAILING SCHEDULE: NOT WITHIN WIND-BORNE DEBRIS REGIQN 1. ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: CONNECTION COMMON NAIL NUMBER OR SPACING 6. CONTRACTOR TO SUPPORT, BRACE AND SECURE EXISTING STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFETY OF THE BUILDING DURING PLACEMENT MINIMUM STRENGTH MAX:WATER/CEMENT RATIO SOLE PLATE TO TRUSS OR BLOCKING 16d 16" O.C. CONSTRUCTION. FOOTINGS / SLAB ON GRADE: 3000 PSI 0.58 STUD TO SOLE PLATE, TOE NAIL 8d 4 DOUBLE STUDS, FACE NAIL 10d 24" O.C. 7. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND DOUBLE TOP PLATES, FACE NAIL 10d 16" O.C. HAVING FAMILIARIZED HIMSELF WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO TOP PLATES LAPS AND INTERSECTIONS 1 Od 3 DISCREPANCIES FOUND WITH REGARD TO THE DRAWINGS SHALL BE BROUGHT TO THE 4% AIR ENTRAINMENT. TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 ATTENTION OF THE DESIGNERS BEFORE SUBMITTING A PROPOSAL. FIELD MEASURE BUILT-UP CORNER STUDS 16d 24" O.C. EXISTING CONDITIONS PRIOR TO FABRICATION OF MATERIALS. 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF STUDS TO SOLE PLATE, END NAIL 16d 2 ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3. OF THE LATEST EDITION OF ACI 318. FOUNDATIONS 11. WHERE WOOD BEAMS/HEADERS ABUT WOOD COLUMNS, PROVIDE SIMPSON "HUC" 4. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONNECTORS WITH ALL NAILS SPECIFIED BY THE MANUFACTURER. 1. FOUNDATION DESIGN IS BASED ON AN ASSUMED ALLOWABLE BEARING PRESSURE OF CONFORMING TO ASTM A-615 GRADE 60. 2000 PSF IN ACCORDANCE WITH FBC PARAGRAPH 1806.2 AND TABLE 1806.2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THAT THE SUBGRADE IS 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE COMPACTED SUFFICIENTLY TO ACHIEVE THIS BEARING PRESSURE. REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND FASTENER S U B S T I T U T I❑ N S I "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301, LATEST 2. EARTHWORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A LICENSED SOIL EDITION. ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE, TESTING COMPANY TO ASSURE COMPLIANCE WITH REQUIREMENTS OF THE SOILS THE F❑LL❑WING FASTENERS ARE ACCEPTABLE SUBSTITUTIONS, REPORT AND SPECIFICATIONS. 6. ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE THE ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, DULED F ���I�E� FTATEi �SL���d�E FASTENER 3. ALL FOOTINGS SHALL BE CENTERED UNDER THE COLUMNS OR WALL ABOVE UNLESS UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 8d COMMON NAIL 8d RING SHANK NAIL NOTED OTHERWISE. 8d SCREW SHANK NAIL 7. CONTRACTOR SHALL REVIEW ARCHITECTURAL, ELECTRICAL AND MECHANICAL 0.131 P -NAIL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, OPENINGS, ANCHOR BOLTS, SLOPES, ETC. REQUIRED BY OTHER REINFORCING STEEL TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT 6d COMMON NAIL #6x1 1/4" TYPE "S" ❑R 1. ALL REINFORCING SHALL BE ASTM A615, GRADE 60. BARS SHALL SECURELY TIE IN OF CONCRETE. "W" DRYWALL SCREWS PLACE WITH #16 DOUBLE -ANNEALED IRON WIRE, BARS SHALL BE SUPPORTED ON 8. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, ACCEPTABLE CHAIRS. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH "MANUAL IF REQUIRED, IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS lOd COMMON NAIL RING SHANK NAIL THE ACI OF STANDARD PRACTICE FOR DETAILING OF REINFORCED CONCRETE ENDS OF ALL TOP BARS OF BEAMS AND AT SLAB EDGES. 10d SCREW SHANK NAIL STRUCTURES." CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT DETAILS AND PROVIDE TEMPLATES FOR PLACING STEEL IN CONGESTED AREAS AS 9. CONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO , 0.1.48 P -NAIL 01 NECESSARY. SHOP DRAWINGS (INCLUDING PLACING PLANS AND ELEVATIONS) SHALL BE SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED SUBMITTED TO, AND REVIEWED BY, THE ARCHITECTS/ENGINEER BEFORE STARTING CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS FABRICATION. STEEL. 2. WELDED WIRE FABRIC SHALL BE ELECTRICALLY WELDED AND CONFORM TO ASTM Al 85 10. CONTRACTOR SHALL PROVIDE 3/4 INCH CHAMFER ON ALL EXPOSED CORNERS OF PREFABRICATED WOOD TRUSSES (FLAT SHEET), YIELD STRENGTH 65,000 PSI. AN 8" MINIMUM LAP SHALL BE PROVIDE COLUMNS, BEAMS, AND WALLS UNLESS OTHERWISE INDICATED ON THE FOR SIDE AND END LAP. WELDED WIRE FABRIC SHALL SUPPORTED IN APPROVED ARCHITECTURAL DRAWINGS. 1. ALL PREFABRICATED WOOD TRUSSES SHALL BE SECURELY FASTENED AT EACH END CHAIRS. REFER TO NOTE #6 UNDER SLAB ON GRADE CONSTRUCTION FOR FIBROUS TO THEIR SUPPORTING WALLS OR BEAMS. REINFORCING OPTION. 11. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCEMENT: 2. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE 3. NO REINFORCING BARS SHALL BE SPLICED BY WELDING. AT THE CONTRACTOR'S 3" CONCRETE PERMANENTLY EXPOSED TO EARTH. LAST EDITION OF THE "NATIONAL DESIGN SPECIFICATION FOR STESS-GRADE OPTION, MECHANICAL BUTT SPLICING USING AN EXOTHERMIC WELDING PROCESS AND 1-1/2" ALL OTHER CONCRETE LUMBER AND ITS FASTENERS" AS RECOMMENDED BY THE NATIONAL FOREST HIGH STRENGTH SLEEVES OR MECHANICAL CONNECTION SPLICING MAY BE USED, PRODUCTS ASSOCIATION. PROVIDED THAT THE MECHANICAL SPLICES SHALL BE ICBO APPROVED TO ACHIEVE A 12. HORIZONTAL WALL AND FOOTING BARS SHALL BE BENT 1'-0" AROUND MINIMUM TENSILE STRENGTH OF 125 PERCENT OF THE SPECIFIED YIELD STRENGTH OF CORNERS OR CORNER BARS WITH 2'-0" LAP SHALL BE PROVIDED. 3. TRUSS MEMBERS AND CONNECTIONS SHALL BE DESIGNED (WITH A MAXIMUM THE BAR. THE MINIMUM TENSILE STRENGTH REQUIREMENT SHALL BE INCREASED TO ALLOWABLE STRESS INCREASE FOR LOAD DURATION OF 1.25 FOR ROOF 160 PERCENT FOR MECHANICAL SPLICES AT THE INTERFACE OF DIAPHRAGMS AND THE 13. HORIZONTAL KEYWAYS IN CONSTRUCTION JOINTS SHALL BE PROVIDED IN BEAMS, TRUSSES ONLY) TO WITHSTAND THE LIVE LOADS GIVEN IN THE NOTES AND LATERAL SYSTEM, AND FOR MECHANICAL SPLICES WITHIN ELEMENTS OF THE LATERAL SUPPORTED SLABS, AND WALL FOOTINGS WITH A DEPTH OF 1-1/2" AND HEIGHT TOTAL DEAD LOAD. SYSTEM. SPLICES DEVICES SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. EQUAL TO ONE-THIRD OF THE MEMBER'S DEPTH. REINFORCEMENT SHALL BE REINFORCING BARS SHALL BE LAP SPLICED FOR TENSION UNLESS NOTED OTHERWISE 4. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS AND DESIGN NOTES WITH A ON THE DRAWINGS. #14 AND #18 BARS SHALL NOT BE LAP SPLICED. CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS OTHERWISE NOTED ON THE FLORIDA LICENSED ENGINEER'S SEAL FOR APPROVAL BY THE ARCHITECT. DESIGN DRAWINGS. CONSTRUCTION JOINTS MAY BE USED ONLY AT LOCATIONS SHOWN ON NOTES TO INCLUDE THE RATED LOAD CAPACITY OF THE CONNECTORS USED TO 4. WELDING OR TACK WELDING OF REINFORCING BARS TO OTHER BARS OR TOE PLATES, THE DRAWINGS OR AT OTHER LOCATIONS APPROVED BY THE ARCHITECT. SECURE THE MEMBERS, CERTIFICATION OF THE CONNECTOR CAPACITIES AND ANGLES ETC, IS PROHIBITED, EXCEPT WHERE SPECIFICALLY APPROVED BY THE 14. CONTRACTOR SHALL KEEP A COPY OF "FIELD REFERENCE MANUAL" ACI ( MANUFACTURER'S LICENSE TO FABRICATE TRUSSES UTILIZING THE CONNECTOR ENGINEER. WHERE WELDING IS APPROVED, IT SHALL BE DONE BY AWS CERTIFIED SYSTEM PROPOSED. WELDERS USING E9018 OR APPROVED ELECTRODES. WELDING PROCEDURES SHALL PUBLICATION SP -15, LATEST EDITION) AT THE PROJECT FIELD OFFICE. CONFORM TO THE REQUIREMENTS OF AWS D1.4. 5. THE CONTRACTOR SHALL APPROVE FABRICATION AND INSTALLATION DRAWINGS 15. MINIMUM LAP LENGTHS ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR SHOWING SIZE, SHAPE AND LAYOUT PRIOR TO SUBMITTAL FOR REVIEW BY THE 5. MINIMUM CAST -IN-PLACE CONCRETE COVER OVER REINFORCING STEEL, UNLESS DIAMETERS. FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE ARCHITECT AND BEFORE FABRICATION HAS BEGUN. NOTED OTHERWISE, SHALL BE AS FOLLOWS: SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS OTHERWISE NOTED. 6. BRIDGING FOR PRE-ENGINEERED TRUSSES SHALL BE AS REQUIRED BY TRUSS A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 16. TESTING LABORATORY SHALL SUBMIT ONE COPY OF ALL CONCRETE TEST REPORTS MANUFACTURER, AND THE LOCAL BUILDING CODE, UNLESS NOTED ON PLANS. ALSO 3 INCHES. DIRECTLY TO THE ENGINEER. WHERE HEEL HEIGHT ON BOTTOM CHORD BEARING TRUSSES EXCEEDS 11" B. CONCRETE EXPOSED TO EARTH OR WEATHER: PROVIDE CONTINUOUS LET IN 2x4'S. 1 1/2 INCHES FOR #5 BAR OR SMALLER 2 INCHES FOR #6 BAR OR LARGER C. OTHER CONCRETE: WALLS - INTERIOR FACE: #14 AND #18 BARS - 1 1/2 INCHES #11 BARS AND SMALLER - 3/4 INCH SLABS: #11 BARS AND SMALLER - 3/4 INCH BEAMS AND COLUMNS - TIES, STIRRUPS, SPIRALS: 1 Y2 INCHES STRUCTURAL STEEL A. ALL STRUCTURAL "W" SHAPES TO CONFORM TO ASTM A992 WITH MINIMUM YIELD STRENGTH OF 50KSI. ANGLES, CHANNEL AND PLATES SHALL CONFORM TO ASTM A36 WITH MINIMUM YIELD STRENGTH OF 36 KSI. B. ALL SHOP AND FIELD WELDING SHALL BE DONE BY CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE" LATEST EDITION. C. USE E70XX ELECTRODES FOR ALL WELDING, UNLESS NOTED OTHERWISE. (GRIND SMOOTH ALL EXPOSED WELDS. D. TUBE COLUMNS SHALL CONFORM TO ASTM A-500, GRADE B, WITH A MINIMUM YIELD STRESS OF 46 KSI. E. ALL BOLTS IN STRUCTURAL CONNECTIONS SHALL CONFORM TO ASTM A325 TYPE 1, HIGH STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. MINIMUM BOLT DIAMETER SHALL BE % INCHES. UNLESS NOTED OTHERWISE IN THE DRAWINGS OR IN THESE GENERAL NOTES ALL BOLTED CONNECTION SHALL BE BEARING TYPE CONNECTIONS USING STANDARD HOLES WITH THREAD INCLUDED IN THE PLANES. HIGH STRENGTH BEARING BOLTS SHALL BE TIGHTENED USING AN IMPACT WRENCH TO A SNUG TIGHT CONDITION. THE SNUG TIGHT CONDITION IS DEFINED AS THE TIGHTENED ATTAINED BY FEW IMPACT OF AN IMPACT WRENCH OR THE FULL EFFORT OF A MAN USING AN ORDINARY SPUD WRENCH. F. HOP DIP GALVANIZING AFTER FABRICATION ALL STRUCTURAL STEEL ITEM AND THEIR CONNECTIONS PERMANENTLY EXPOSED TO THE OUTSIDE, WHETHER SPECIFIED ON THE DRAWING OR NOT. G. STRUCTURAL STEEL SHOP DRAWING SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. ALL WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1. WELDS SHOWN IN THE DRAWINGS ARE THE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES, BASED ON PLATE THICKNESS. THE MINIMUM WELD SIZE SHALL BE 3/16 INCH. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. WHERE SHOWN, PROPER FIELD WELDING PER AWS D1.1 SHALL BE USED. WHERE NO FIELD WELDING SYMBOLS ARE SHOWN, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD WELDS. H. NON SHRINK GROUT FOR BASE PLATES AND BEARING PLATES SHALL BE NON METALLIC, SHRINKAGE RESISTANCE, PREMIXED, NON CORROSIVE, NON STAINING PRODUCT CONTAINING PORTLAND CEMENT, SILLICA SANDS, SHRINKAGE COMPENSATING AGENTS, AND FLUIDITY IMPROVING COMPOUND. TWENTY EIGHT DAY COMPRESSIVE STRENGTH AS DETERMINED BY GROUT TUBE TESTS SHALL BE 6,000 PSI. GROUT SHALL BE PLACED IN A FLUID FLOWABLE STATE UNDER BASE PLATES THAT HAVE A FORM BUILT AROUND FOR GROUT CONFINEMENT. GROUT SHOULD BE CURED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. MINIMUM THICKNESS OF GROUT UNDER ALL BASE PLATES AND BEARING PLATES SHALL BE 1", UNLESS OTHERWISE SPECIFIED ON THE DRAWINGS. I. ANCHOR RODS SHALL BE ASTM F1554 GRADE 36 WITH CLASS 1A TREADS UNLESS NOTED OTHERWISE ON DRAWINGS. FURNISH HARDENED PLATE WASHERS, LOCK WASHERS AND MATCHING HEAVY HEX NUTS FOR SECURING THE BASE PLATE TO THE ANCHOR RODS. ALL NUTS USED WITH ANCHOR BOLTS SHALL BE HEX HEAD CONFORMING TO ASTM A563.WASHERS FOR ALL BASE PLATE SHALL BE �t/a" THICK PLATES EXTENDING MINIMUM 1" FROM EDGE OF BASE PLATE HOLE ON EACH SIDE WITH HOLES 1/16" LARGER THAN NOMINAL BOLT DIAMETER. WASHERS SHALL COMFORT TO A36 STEEL. ANCHOR RODS INSTALLATION SHALL BE COORDINATED WITH REINFORCING AND FORMWORK. AFTER BASE INSTALLATION, ANCHOR RODS NUTS SHALL BE INSTALLED TO A SNUG TIGHT CONDITION. NO HEATING OR BENDING OF THE ANCHOR RODS IS PERMITTED. HOLES IN THE BASE MATERIAL SHALL NOT BE ENLARGED. REINFORCED MASONRY 1. CONSTRUCTION SHALL MEET THE REQUIREMENTS OF ACI 530/ASCE 5, "BUILDING CODE REQUIREMENTS FOR CONCRETE MASONRY" AND ACI 530.1/ASCE6, "SPECIFICATIONS FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY. ALL HOLLOW LOAD BEARING CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, NORMAL WEIGHT, TYPE 2. ALL UNITS SHALL BE LAID IN RUNNING BOND USING TYPE S MORTAR WITH HEAD JOINTS. MASONRY MINIMUM STRENGTH F'M = 1500 PSI. MINIMUM BLOCK COMPRESSIVE STRENGTH IS 1900 PSI. 2. USE TYPE S MORTAR IN ACCORDANCE WITH ASTM C270 EXCEPT TYPE M MORTAR BELOW GRADE. HEAD AND BED JOINTS SHALL BE 3/8" FOR THE THICKNESS OF THE FACE SHELL. WEBS ARE TO BE FULLY MORTARED IN ALL COURSES OF PIERS, COLUMNS AND PILASTERS; IN STARTING COURSE; AND WHERE AN ADJACENT CELL IS TO BE GROUTED. REMOVE MORTAR PROTRUSIONS EXTENDING 1/2" OR MORE INTO THE CELL TO BE GROUTED. 3. C. USE STANDARD (9 GAUGE) TRUSS TYPE HORIZONTAL JOINT REINFORCING CONFORMING TO ASTM A-82 IN EVERY OTHER COURSE. OVERLAP DISCONTINUOUS END 6". USE PREFABRICATED CORNER AND TEES, SEE SPECIFICATION 4. ALL CELLS CONTAINING REINFORCEMENT SHALL BE FILLED SOLID WITH CONCRETE GROUT CONFORMING TO ASTM C-476, GROUT MIXED SHALL CONTAIN PORTLAND CEMENT ONLY PLUS AGGREGATE. MAXIMUM SIZE OF AGGREGATE SHALL BE 3/8 INCH. SLUMP SHALL BE 8 TO 11 INCHES. WATER REDUCING ADMIXTURES MAY BE USED. GROUT SHALL BE VIBRATED WHILE PLACING TO ENSURE THAT CELLS ARE COMPLETELY FILLED. MINIMUM GROUT COMPRESSIVE STRENGTH BASED ON 28 DAY TEST SHALL BE 2000 PSI USING 3 1/2"X3 1/2"0" OR 3"x3"x6" TEST SPECIMENS CAST IN MOIST WITH A FIST NON-ABSORBENT BASE AND MASONRY UNITS HAVING THE SAME MOISTURE CONDITIONS AT THOSE BEING LAID FORMING THE SIDE OF THE SPECIMENS SPECIMEN SHALL BE TESTED ACCORDING TO ASTM C39. 5. VERTICAL BARS SHALL BE HELD IN POSITION AT THE TOP AND THE BOTTOM AND INTERVAL NOT EXCEEDING 8'-0". WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH CORRESPONDING VERTICAL BAR, IT SHALL NOT BE SLOPED MORE THAN ONE HORIZONTAL IN SIX VERTICAL. 6. THE MINIMUM SPLICE LENGTH FOR ALL VERTICAL BARS SHALL BE: 30 INCHES FOR #5 BARS 36 INCHES FOR #6 BARS 7. PROVIDE DOVETAIL ANCHORS AT 16" C/C, UNLESS NOTED OTHERWISE, WHERE MASONRY WALLS ABUT CONCRETE SURFACES. 8. UNLESS NOTED OTHERWISE, PROVIDE 8" DEEP PRECAST "U" LINTEL WITH 2-#5's AND FILLED SOLID WITH GROUT. Design Wind Presiviv Efectil%vindArea(S Y} 10 20 :', 9 100 200 L 500 . 4. 21.8 '0.$ 195 19.5 17,5 162 Interior AttaA ......... - -23X0 -22,6 21.8 '*0,4 -213 19.5.. "211.4 lit 5 -193 17,5 16, + 1:dge Area S ..... 11. - �.. -27.. •.9.1 •24.C+ , -2..G -20.3 ,18,1 Root, ft1 1tl 5tt 1110 2ft0 5{►0: 4-12.5...9 IIA 100.0 10 100 .0 10.........,. 11ztelior ,Area. l ..,. •. _...•.. -19.9 19:.4., 12,5 11.4 -18.6 10 0 ... •18.1 10.0 •18.1 Intl -18.1 ...... 10.0 + Edge Area's -34 7 •31..A 115 IIA � -.e.2 100 -25.5 too .25 .5 100 -25.5 10.0 + 11 .40.'2 .51.3 -4? A -43..5 40.2 -40.2 o -v ang: 1t1 A Iva.1 � N!A N?A NIA NiA NIA Ni Interior.......... .......... ........ .. ..., . ....... ........ ........... ..... ............. ........ " N!A N?A 10,C« Wb NVA .. It10 ?v'?A lop NSA 100 Ni /A ...... li)0 Arta2 hdgt....... ... ........ .......... ..... ... . . ......... .... ......... ..... ...... • .40A •40,6 ..... •40.6 .. -40,6 •41A .... -40,6 Atea3 10.0 100 100 1010 l00 10.0 Corner ...• .+ -.68,3 -61.6 ..1.8 -46.1 -4ti l -4.6,1 COMPONENT AND CLADDING ZONE DIAGRAMS ADVANCED STRUCTURAL DESIGN To the best of the engineers knowledge, the plans and specifications comply with the Florida Building Code 2017, 6th Edition 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number. 25893 John M. Bales, P.E. Florida No: 39923 3-2x128 f+ Ptattta 3 - 2x126 8x16 PIER P.T. 2x6 DEa 5-24 STRNCAER 2x106 9 16' Oa 'L -SHAPED' PIER AT CORNERS DECK FRAMING AND PIER Scale: 1/4" = V-0" I.T. 6x6, 3' N GROUND, ' HTLV CO ACT SOIL ;WCW POSTS ;ISTNG ,12 S 3 -PT. 2x16 STRNGERS NG LATTICE X. CONC. PORCH 2 PARTIAL WE Scale. 1/4" = V-0" EXISTNG WALL 10x16 R155M ! 12' BELOW GRADE a TOP OF FTG 8' CMU - COURSE t JONTS MUST MATCH EXISTIMS FILLED CELLS WITH It 50 VERT s 4' OAC, TYP- 2x12 s 16' O.C. FULL LENGTH 3 PART'L EA Scale: 1/4 = 1 47'-4" PAVILION ROOF TRUSSES 6 Scale: 1/4" = 1'-0" 1LE 3UT NO P.T. 2x4 BLOCKNG 9 16' O.C. FLUSH TO TOP OF STRUCTURE 5/4 x 6 P.T. DECK BOARDS, 1/8' GAP, MAX. FM NA ON 2x10 P.T. WOOD JOISTS N GALV. BUCKETS * 16' OAC, TYP. ECK FRAMIN 'N FOUNDATI PRE—ENGINEERED WOOD TRUSSES, SIMPSON H2.5A AT EA. TRUSS DBL TOP PLATE -� SIMPSON LTS16 AT EA. TRUSS ATTACH SOLE PLATE TO BLOCKING W/ 16d AT 24" u. ING ROOF SHEATHING, SEE PLAN & NOTES FOR ATTACHMENT (TYP.) SIMPSON H2.5A AT EA. STU D 2'-0" SO. FOOTING AND FLOOR FRAMING DETAIL 4 Scale: 3/4 = V-0" FOOTING AND FL 5 Scale: 3/4" = 1'-0" 2'-0" 'AIL Digitally signed by Jerry W Mills DN: c=US, o=ldenTrust FOUNDATION PLANS AND DETAILS ACES Unaffiliated Individual, cn=Jerry W Mills, FIRST STREET MARKET 2x10 WITH SIMPSON HU210 HANGERS SIMPS N CC OM4.62 (USE CCTQM4b2 AT TEE NTERSECTIONS AND ECCLCM4/62 AT CORNERS) (3) 2x12 8x16 CMU PIER WITH 05 VERT N EA CELL FULLY GROUTED CONC. FOOTNG WITH (2) 15 EA. WAY BOTTOM 3 - 2x12 2x10 8x16 CMU PIER WITH 05 VERT N EA CELL FULLY GROUTED CONC. FOOTNG WITH (2) 45 EA. WAY BOTTOM AS, ADVANCED STRUCTURAL DESIGN To the best of the engineer's knowledge, the plans and specifications comply with the Florida Building Code 2017, 6th Edition 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407-677-5836 - Fax: 407-677-5894 Florida Engineering Business Number: 25893 John M. Bailes, P.E. Florida No: 39923 0.9.2342.19200300.10 212 WEST 1 ST STREET REVISION 2 SIMPSON A34 EA. SIDE • 0.1:1=A01097C000001 5EE306EC5500004B42 SANFORD, FL 32771 04/03/18 (2)2x4- BLOCKING BTWN MI S Date: 2018.04.06 CDs 100% TRUSSES. 14:28:11 -04'00' MILZARCH, LLC 02/09/18 PRE—ENGINEERED WOOD TRUSSES, JERRY WALKER MILLS, SR. 407.921.8795 MILZARCH@GMAIL.COM SHEET: SECTION AT COPULA AR0008314 7Scale: 1 /4" = 1'-0" DS.2 701 WEST Third Street, Sanford, Fl. 32771 DA7G M/Joly SEAL 4'-0" CHANNEL LINTEL NEW OPENING IF CONC. TIE COLUMN IS EXISTING - LEAVE AS IS. IF NOT - INSTALL STEEL COLUMN AS DETAIL WILL SHOW 0-0" FIN. FLR SUPPORT EXISTING UPPER WALL EAST SIDE +EXISTING CMU AS COLS OR NEW CMU OR STEEL TUBE COLS 12 4-3/4" — SEAT ON 2x8 @ 2'-0" O.C. TO EXISTING 2x8 CONT. P.T. 2x8 ANCHORED TO BOND BEAM WITH 1/2" DIA X 6" SIMPSON TITEN HD OR SIMILAR SIMPSON H3 8" BLOCK KNOCK OUT BOND BEAM FILLED SOLID WITH CONCRETE CONT. FULL PERIMETER - !I #5 VERTICAL IN GROUTED CELL I I 11 1 111. 1/2" FIBEROUS CONTROL JOINT —\ - 3" LIGHTWEIGHT LEVELING - - 2x12 JOISTS @ 16" ON CONCRETE WITH FIBERMESH CENTER 3/4" PRESSURE TREATED --� \ BLOCKING AT SUPPORTS-----\ PLYWOOD T&G AND MID -SPAN \ \ --- KNOCK -OUT WITH 2 5 CONT. •I• " FULLY GROUT ALL CELLS BELOW 1 FLOOR FASTENERS MUST BE 1/2" DIA EXP. BOLTS GALV @ 16" O.C. COVERED WITH FOAM (2) 2x8 PRESSURE TREATED LEDGER, CONT. I i �— I INDICATED IS 1 #5 DOWEL WITH 8" HORIZONTAL HOOK, SET IN FOOTING AND EXTENDING 2'-6" ABOVE SLAB. FILL CMU CELL PLAN (2) #5 CONT WITH #5 AT 16" O.C. AND AS REQUIRED BY CODE. TRANSV 2' 0" 10'-6" DETAIL SECTION Scale: 3/4" = 1'4" AFIELD VERIFY "-FT/EXISTING " m CONCRETE CD z w = BEAM. w L w U zl� E w c., EXISTING STRUCTURE: FIELD VERIFY CONDITIONS PRIOR 1 FABRICATION / INSTALLATION OF NEW CONSTRUCTION. (T) M 16"O.C. (MAX.) STAGGERED, TOP TO 8" 4" '� BOTTOM (THRU BOLTS) EXISTING CONCRETE COLUMN: LENGTH FIELD VERIFY LENGTH. (TYP.) SECTION AT EXISTING CONCRETE COLUMN Scale: 3/4" = 1'-0" - FIELD VERIFY T/EXISTING m CONCRETE z wUj BEAM. x c L o w c., E�-z � EXISTING STRUCTURE: FIELI VERIFY CONDITIONS PRIOR FABRICATION / INSTALLATIC OF NEW CONSTRUCTION. C M 2-L6x3 1/2x1/2 w/3/4" DIA. THROUGH BOLTS 2-L6x3 1/2x1/2 w/3/4" THROUGH BOLTS TYP. 110 U.U. AMAX.) STAGGERED, TOP TO 8" 6" BOTTOM (THRU BOLTS) STEEL COLUMN TO BE HSS 5x5x1/4 y _ WITH 3/8x8xO'-8 CAP PLATE AND 1 /2x8x1'-0 BASE PLATE WITH (4) 1/2" NOTE: STEEL COLUMN IS TO BE USED DIA. ANCHOR BOLTS INTO EXISTING SLAB. WHERE MASONRY IS TO BE REMOVED AND NO CONCRETE COLUMN EXISTS. SECTION AT NEW HSS COLUMN Scale: 3/4" = 1'-0" As ADVANCED STRUCTURAL DESIGN To the best of the engineers knowledge, the plans and specifications comply with the Florida Building Code 2017, 6th Edition 1035 S. Semoran Blvd. Suite 1019, Winter Park, FL 32792 Phone: 407.677-5836 - Fax: 407-677-5894 Florida Engineering Business Number. 25893 John M. Bailes, P.E. Florida No: 39923 SUPPLY DIFFUSER. ARROWS INDICATE 1 WAY, 2 WAY, OR 3 WAY. NO ARROWS INDICATE 4 -WAY. RETURN OR OUTDOOR AIR GRILLE EXHAUST GRILLE CEILING MOUNTED EXHAUST FAN SUPPLY DUCT UP SECTION (RECTANGULAR) RETURN DUCT UP SECTION (RECTANGULAR) EXHAUST DUCT UP SECTION (RECTANGULAR) SUPPLY DUCT DOWN SECTION (RECTANGULAR) RETURN DUCT DOWN SECTION (RECTANGULAR) EXHAUST DUCT DOWN SECTION (RECTANGULAR) SUPPLY DUCT UP SECTION (ROUND). SUPPLY DUCT DOWN SECTION (ROUND). LINEAR SLOT DIFFUSER EXISTING LINEAR SLOT DIFFUSER RECTANGULAR DUCTWORK WITH TAKE -OFF, BALANCING DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE. FIRST DIMENSION IS THAT OF SIDE SHOWN. ROUND DUCTWORK. CONICAL FITTING WITH DAMPER ON BRANCH CONNECTION TO RECTANGULAR MAIN (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY). EXISTING DUCTWORK TO REMAIN DUCT OFFSETS UP (RISE) IN DIRECTION INDICATED. DUCT OFFSETS DOWN (DROP) IN DIRECTION INDICATED. OPPOSED BLADE VOLUME DAMPER (OBD). FLEXIBLE DUCT CONNECTION. FIRE DAMPER WITH ACCESS PANEL. SMOKE DAMPER WITH ACCESS PANEL COMBINATION FIRE/SMOKE DAMPER WITH ACCESS PANEL EXISTING DUCTWORK TO BE REMOVED DUCT MOUNTED SMOKE DETECTOR PROVIDED AND WIRED BY ELECTRICAL CONTRACTOR AND INSTALLED IN DUCT BY MECHANICAL CONTRACTOR. REFER TO SPECIFICATIONS FOR CONTROL REQUIREMENTS. EXPOSED DOUBLE WALL INSULATED DUCTWORK MECHANICAL LEGEND ii U 0 0 CWS CWR BCWS BCWR CHWS CHWR HWS HWR CD R FS SP L L=1 /4W,45' MIN. 4" W AIR DEVICE TAG MARK -CFM SIDEWALL TRANSFER GRILLE SIDEWALL SUPPLY REGISTER SIDEWALL RETURN GRILLE SIDEWALL EXHAUST GRILLE OR SIDEWALL EXHAUST FAN SIDEWALL FRESH AIR INTAKE LOUVER OR EXHAUST LOUVER WALL MOUNTED DDC TEMPERATURE SENSOR MOUNT 4'-0" ABOVE FINISHED FLOOR. WALL MOUNTED THERMOSTAT MOUNT 4'-0" ABOVE FINISHED FLOOR. WALL MOUNTED CARBON MONOXIDE SENSOR MOUNT 4'-0" ABOVE FINISHED FLOOR. WALL MOUNTED CARBON DIOXIDE SENSOR MOUNT 4'-0" ABOVE FINISHED FLOOR. WALL MOUNTED DDC HUMIDITY SENSOR MOUNT 4'-0" ABOVE FINISHED FLOOR. WALL MOUNTED HUMIDISTAT SENSOR MOUNT 4'-0" ABOVE FINISHED FLOOR. REFERENCE NOTES REFERENCE NOTE - MULTI -DISCIPLINE SHEETS DEMOLITION NOTES INDICATES POINT OF CONNECTION BETWEEN NEW AND EXISTING. POINT OF DISCONNECT CONDENSER WATER SUPPLY PIPING. CONDENSER WATER RETURN PIPING. BUILDING CONDENSER WATER SUPPLY PIPING. BUILDING CONDENSER WATER RETURN PIPING. CHILLED WATER SUPPLY PIPING. CHILLED WATER RETURN PIPING. HEATING WATER SUPPLY PIPING. HEATING WATER RETURN PIPING. CONDENSATE DRAIN PIPING. REFRIGERANT PIPING FLOW SENSOR. STATIC PRESSURE TRANSMITTER ASSEMBLY. RECTANGULAR BRANCH DUCT CONNECTION. —O— V TEE (PLAN, UP, DOWN). --0 ELBOW (PLAN, UP, DOWN). VALVE. TWO WAY MOTORIZED CONTROL VALVE. THREE WAY MOTORIZED CONTROL VALVE. PRESSURE REDUCING VALVE. —� FLOW CONTROL VALVE. ,[ BALL VALVE FOR PIPING 2 -INCHES AND SMALLER, (� BUTTERFLY VALVE FOR PIPING 2-1/2 INCHES AND LARGER. CHECK VALVE. STRAINER. BALANCE VALVE WITH INTEGRAL TAPS FOR CONNECTION OF DIFFERENTIAL PRESSURE METER. VALVE SHALL HAVE NAMEPLATE INDICATING WATER FLOW RATE VERSUS VALVE PRESSURE DROP. A AUTOMATIC FLOW CONTROL VALVE WITH INTEGRAL TEMPERATURE AND PRESSURE TEST PORTS. —�li— UNION. VENTURI FLOW METER. PRESSURE AND/OR TEMPERATURE PORT THERMOMETER. PRESSURE GAUGE WITH GAUGE COCK. FLEXIBLE CONNECTION. PRESSURE RELIEF VALVE. MOTORIZED ACTUATOR OPENING IN WALL ABOVE CEILING. EQUIPMENT TYPE EQUIPMENT TAG 55C,__ 7-3 MARK 1" DOOR UNDER CUT. ARROW INDICATES DIRECTION UC OF FLOW ELBOW WITH TURNING VANES A IDENTIFICATION TARGET. B A = DETAIL NUMBER. B = SHEET NUMBER ON WHICH DETAIL IS LOCATED. RD RADIATION DAMPER INSTALLED IN AIR DEVICE RD RADIATION DAMPER INSTALLED IN DUCT. LOW, CONDENSER UNIT OR HEAT PUMP \1,1\m l I I ull/,1 No.69922 ABBREVIATIONS ABV ABOVE MAX MAXIMUM ADJ ADJUSTABLE MBH 1000 X BTUH AF AIRFOIL MIN MINIMUM AFF ABOVE FINISHED FLOOR MVD MANUAL VOLUME DAMPER AC AIR CONDITIONER MZ MULTI -ZONE ACU AIR CONDITIONING UNIT N.T.S. NOT TO SCALE AHU AIR HANDLING UNIT OA OUTSIDE AIR AP ACCESS PANEL OBMVD OPPOSED BLADE MANUAL VOLUME BAS BUILDING AUTOMATION SYSTEM DAMPER BI BACKWARD INCLINE ODP OPEN DRIP PROOF BLDG BUILDING PROP PROPELLER PCR PRE -CONDITIONED AIR SYSTEM BHP BRAKE HORSEPOWER RETURN WATER BTUH BRITISH THERMAL UNIT PER HOUR PCT PERCENT CD CONDENSATE DRAIN PD PRESSURE DROP CFM CUBIC FEET PER MINUTE PERF. PL PERFORATED PLATE CLG CEILING PLBG PLUMBING CW CONDENSER WATER PSIA POUNDS PER SQUARE INCH CWR CONDENSER WATER RETURN ABSOLUTE CWS CONDENSER WATER SUPPLY PSIG POUNDS PER SQUARE INCH CHW CHILLED WATER GAUGE CHWR CHILLED WATER RETURN RA RETURN AIR CHWS CHILLED WATER SUPPLY RD RADIATION DAMPER CONC CONCRETE REG REGISTER COND CONDENSATE REQ'D REQUIRED CONT CONTINUOUS RG RETURN AIR GRILLE CO CARBON MONOXIDE RH RELATIVE HUMIDITY CO2 CARBON DIOXIDE RPM REVOLUTIONS PER MINUTE COP COEFFICIENT OF PERFORMANCE RR RETURN AIR REGISTER CU CONDENSING UNIT RTU ROOFTOP UNIT DB DRYBULB SA SUPPLY AIR DWDI DOUBLE WIDTH, DOUBLE INLET SF SUPPLY FAN DWGS DRAWINGS SDT SMOKE DETECTOR DX DIRECT EXPANSION SD SUPPLY DIFFUSER EF EXHAUST FAN SDMP SMOKE DAMPER EXH EXHAUST SQ.FT. SQUARE FOOT EA EACH SR SUPPLY REGISTER EAT ENTERING AIR TEMPERATURE STR STARTER EER ENERGY EFFICIENCY RATIO SWSI SINGLE WIDTH, SINGLE INLET ELECT ELECTRICAL SZ SINGLE ZONE ENT ENTERING TEFC TOTALLY ENCLOSED FAN COOLED EQ EQUAL TEMP TEMPERATURE ER EXHAUST REGISTER TG TRANSFER GRILLE EWT ENTERING WATER TEMPERATURE T/0 TRANSFER OPENING ABOVE CEILING FC FORWARD CURVED T'STAT THERMOSTAT FCU FAN COIL UNIT TYP TYPICAL FD FIRE DAMPER UC UNDERCUT (DOOR) FL FLOOR VFDC VARIABLE FREQUENCY DRIVE FLEX FLEXIBLE CONNECTOR OR DUCT CONTROLLER FPM FEET PER MINUTE VAV VARIABLE AIR VOLUME F/S COMBINATION FIRE AND SMOKE DAMPER VS VARIABLE SPEED FT. HD. FEET OF HEAD VFD VARIABLE FREQUENCY DRIVE 'F DEGREES FAHRENHEIT W WATTS GA GAUGE W/ WITH GAL GALLON W/0 WITHOUT GALV GALVANIZED WB WETBULB GPM GALLONS PER MINUTE ZD ZONE DAMPER HP HORSEPOWER HTWR HIGH TEMPERATURE HOT WATER RETURN HTWS HIGH TEMPERATURE HOT WATER SUPPLY HW HOT WATER HWR HOT WATER RETURN HWS HOT WATER SUPPLY HVAC HEATING VENTILATING AND AIR CONDITIONING HV HEATING AND VENTILATING IN. H2O INCHES WATER GAUGE KW KILOWATTS LAT LEAVING AIR TEMPERATURE LD LINEAR DIFFUSER LWT LEAVING WATER TEMPERATURE \1,1\m l I I ull/,1 No.69922 GENERA THE GENERAL MECHANICAL SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION. PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATING, AIR CONDITIONING AND MISCELLANEOUS SYSTEMS AS INDICATED IN DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. SCOPE OF WORK: FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED AIR CONDITIONING UNITS, EXHAUST FANS, AIR DISTRIBUTION AND DUCTWORK. CLEANING, TESTING AND ADJUSTING: THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. TESTING: ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS REQUIRED. THIS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. THE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING BUREAU. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING DATA: 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING DB/WB) 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 5. DRIVE TYPES, SIZES AND SPEED RANGE. 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. ADDITIONALLY, SYSTEMS DRAWING CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. MAINTENANCE MANUALS PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA INTO INDIVIDUAL, HEAVY—DUTY, 2—INCH, 3—RING VINYL COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: — OPERATING AND MAINTENANCE INSTRUCTIONS — SPARE PARTS LIST — COPIES OF WARRANTIES — WIRING DIAGRAMS — INSPECTION REPORTS AND APPROVALS — SHOP DRAWINGS AND PRODUCT DATA — TEST AND BALANCE INFORMATION TRAINING SERVICES THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON STARTUP AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7—DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. HANGERS AND SUPPORTS PROVIDE ALL NECESSARY HANGER RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR, UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. WARRANTY/GUARANTEE: THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. MECHANICAL LEGEND SUBSTITUTIONS: EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS "STANDARD OF QUALITY". NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER. ALL EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS OR INDICATED IN SPECIFICATIONS. DEVIATIONS FROM SPECIFIED EQUIPMENT AFFECTING ELECTRICAL REQUIREMENTS SHALL BE COORDINATED BETWEEN VENDOR, MECHANICAL CONTRACTOR, AND ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. FAILURE TO DO SO WILL NOT BE CAUSE FOR CHANGE OF BID AT A LATER TIME. IN ADDITION, THE MECHANICAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. APPLICABLE CODES./STANDARDS: — 2017 FLORIDA BUILDING CODE (FBC) — 2017 FLORIDA MECHANICAL CODE (FMC) — 2017 FLORIDA PLUMBING CODE (FPC) — 2017 FLORIDA ENERGY CODE (FEC) — NFPA LATEST EDITION — SMACNA DUCT CONSTRUCTION STANDARDS — ASHRAE — 2014 NATIONAL ELECTRIC CODE (NEC) THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. SHOP DRAWINGS AND SUBMITTALS: SUBMIT SHOP DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT FOR ENGINEER'S APPROVAL PRIOR TO PURCHASE AND/OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL WIRING SHALL INCLUDE COMPLETE WIRING DIAGRAMS. HVAC CONTRACTORS SHALL SUBMIT COMPLETE DUCTWORK SHOP DRAWINGS FOR REVIEW BY THE ENGINEER. SHOP DRAWINGS SHALL INCLUDE COORDINATION WITH GENERAL CONTRACTOR REGARDING EXACT OPENINGS REQUIRED IN EXTERIOR WALLS. THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS. DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR BUILDINGS STRUCTURE. IT IS THE RESPONSIBILITY OF THE CONTRACTORS TO COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. SYSTEM IDENTIFICATION: PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND EACH OPERATION DEVICE AND DISCONNECT. LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8 INCH HIGH FOR EQUIPMENT INFORMATION. VALVES SHALL BE TAGGED USING PLASTIC LAMINATE TAGS SECURED WITH BRASS CHAINS INDICATING THE VALVE SIZE, SERVICE AND FUNCTION. EXECUTION: ALL LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC., INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. COORDINATE WITH OTHER TRADES AND FIELD—VERIFY EXISTING CONDITIONS FOR EXACT LOCATION AND ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS AS REQUIRED. NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED. ALL PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. PIPING: CONDENSATE DRAINS: CONDENSATE PIPE TO BE TYPE L COPPER OR SCHEDULE 40 PVC. ROUTE AS INDICATED ON PLANS. UNITS 3 TONS AND SMALLER MAY DRAIN TO GRADE, ELSE COORDINATE WITH PLUMBER TO PROVIDE HUB DRAIN(S) IN MECHANICAL ROOM AND DRYWELL(S). HVAC CONTRACTOR TO PROVIDE P—TRAP AT UNIT SIZED FOR 2" GREATER THAN UNIT STATIC PRESSURE. PROVIDE CLEANOUT AT UNIT FOR SUSPENDED HORIZONTAL AIR HANDLERS. INSULATE CONDENSATE PIPE WITH 1/2" ARMAFLEX (OR EQUAL) INSULATION RATED FOR PLENUM APPLICATION. CONDENSATE DRAIN LINE SHALL BE NOT LESS THAN THE EQUIPMENT DRAIN LINE SIZE AND IN NO CASE LESS THAN 3/4" PIPE SIZE. DRAIN LINE SHALL SLOPE A MINIMUM OF 1/8" PER FOOT TOWARDS DRAIN. REFRIGERANT PIPING: PIPING SHALL BE FIELD FABRICATED ASTM 8280 MUELLER STREAMLINE ACR OR READING HARD DRAWN FACTORY SEALED NITROGEN CHARGED SPECIAL REFRIGERATION DUTY COPPER TUBING. FITTINGS SHALL BE MUELLER OR NIBCO WROUGHT COPPER LONG RADIUS REFRIGERATION TYPE. WORKMANSHIP ON THESE SYSTEMS MUST BE GOOD, AND CLEANLINESS OF PIPING SYSTEMS IS MANDATORY. WORK THAT DOES NOT MEET THESE CRITERIA SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. THE ENGINEER SHALL DETERMINE WHETHER THE WORK MEETS THESE CRITERIA. COVER ALL EXPOSED LIQUID LINES AND ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 3/4" FR/ARMAFLEX. INSTALLATION SHALL BE CONDENSATION FREE AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. PAINT ALL INSULATION EXPOSED TO OUTDOORS WITH UV PROTECTIVE PAINT PER MANUFACTURERS RECOMMENDATIONS. REFRIGERANT PIPING BELOW GRADE SHALL BE ROUTED THROUGH MINIMUM 4" DIAMETER PVC PIPE SLEEVES TO EACH CONDENSING UNIT. ALL UNDERGROUND REFRIGERANT PIPING SHALL BE CONTINUOUS SOFT DRAWN TUBING WITH NO UNDERGROUND JOINTS ALLOWED. REFRIGERANT PIPE SIZES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATION BASED ON LENGTH OF RUN BETWEEN CONDENSING UNITS AND AHU'S. PIPING ROUTED ALONG BUILDING EXTERIOR WALL SHALL BE PROTECTED BY SHEET METAL HOUSING SECURELY ATTACHED TO WALL AT 8'-0" INTERVALS AND PAINTED TO MATCH BUILDING EXTERIOR. TRAP OIL IN SUCTION LINE AT EVAPORATOR COIL. NO OTHER COIL TRAPS PERMITTED. PROVIDE SUCTION RISERS, CHECK VALVES, SOLENOID VALVES, OR OTHER DEVICES REQUIRED IN PIPING SYSTEM BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. FURNISH ALL LABOR AND MATERIALS TO REPLACE REFRIGERANT LOST DURING THE ONE YEAR WARRANTY PERIOD. PIPE HANGERS AND SUPPORTS: PIPE HANGERS, WHERE NEEDED, SHALL BE GRINNEL #260 CLEVIS TYPE, 5'-0" ON CENTER, SECURELY ATTACHED TO BUILDING CONSTRUCTION. SPACE AT MIN. 5'-0" INTERVALS. PIPE SUPPORT. ATTACH LINES SECURELY ALONG PAD/FLOOR/EQUIPMENT/STRUCTURE TO PREVENT MOVEMENT. SUPPORT IN A MANNER THAT LINES DO NOT HANG FROM EVAPORATOR CONNECTIONS OR BLOCK ACCESS TO FILTERS, CONTROLS, ETC. SUPPORT AT MIN. 8'-0" INTERVALS FOR VERTICAL PIPES, 5'-0" FOR SUSPENDED HORIZONTAL PIPING. VIBRATION ISOLATION: ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH MASON INDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH EQUIPMENT WEIGHT AND DUTY. PROVIDE FLEXIBLE CONNECTORS AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH AIRTIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT. AIR FILTERS: FILTERS SHALL BE 1" FIBERGLASS MEDIA THROW AWAY TYPE IN A RIGID FRAME WITH A SUPPORTING MAZE ACROSS BOTH ENTERING AND LEAVING SURFACES. SUPPLY ONE COMPLETE SET OF FILTERS AFTER OWNER'S FINAL ACCEPTANCE. FARR 30/30 OR EQUAL DUCTWORK: ALL DIMENSIONS ARE INSIDE NET FREE AREA. MATERIALS: LOW PRESSURE SUPPLY AND RETURN DUCTWORK SHALL BE FIBERBOARD EQUAL TO MANSVILLE FR -800 (SUPERDUCT). PROVIDE MINIMUM "R" VALUE OF 4.2 FOR DUCTS INSTALLED IN CONDITIONED SPACE AND 6.0 FOR DUCT INSTALLED IN UNCONDITIONED SPACE. DUCTWORK SHALL BE LINED WITH ANTI MICROBIAL COATING. SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC. TAPE ALONE IS NOT ALLOWED. MATERIALS: GALVANIZED STEEL (G-90) OF GAUGES CONFORMING TO THE LATEST EDITION OF SMACNA STANDARDS. ALTERNATE PRICING: PROVIDE AN ALTERNATE PRICE TO USE MANSVILLE FR -800 (SUPERDUCT) IN LIEU OF SHEET METAL DUCT FOR LOW PRESSURE SUPPLY AND RETURN DUCTWORK. PROVIDE "R" VALUE OF THE INSULATION TO MATCH INSULATION VALUES LISTED FOR SHEET METAL DUCT. DUCTWORK SHALL BE LINED WITH ANTI MICROBIAL INSULATION. SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC. MEDIUM PRESSURE DUCT SHALL BE STEEL SHEET METAL GENERAL EXHAUST DUCTS SHALL BE GALVANIZED OR STAINLESS STEEL SHEET METAL WET EXHAUST DUCTS SHALL BE ALUMINUM OR STAINLESS STEEL SHEET METAL ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. ACCESS PANELS OR YOUNG REGULATORS SHALL BE PROVIDED WHERE DAMPERS ARE INSTALLED ABOVE HARD CEILINGS OR IN SOFFITS. ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. FLEXIBLE DUCTWORK SHALL BE ACOUSTICAL LOW PRESSURE TYPE WITH INTERIOR LINER, METAL HELIX, FIBERGLASS INSULATION WITH AN R—VALUE OF 6.0 OR GREATER, AND COPOLYMER SEAMLESS OUTSIDE SLEEVE. THE ENTIRE FLEXIBLE DUCT ASSEMBLY SHALL BE LISTED IN ACCORDANCE WITH UL -181 CLASS 1 AIR DUCT MATERIAL. THE MAXIMUM LENGTH OF ANY FLEX DUCT SHALL BE 7'-0". FLEXIBLE DUCTWORK SHALL MEET THE FLORIDA MODEL ENERGY EFFICIENCY CODE. ALL JOINTS AT CONNECTIONS TO DIFFUSERS AND DUCTWORK SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. INSTALL DUCTWORK INDICATED ON DRAWINGS, MAKING NECESSARY CHANGES IN CROSS—SECTIONS AND OFFSETS, WHETHER OR NOT SPECIFICALLY INDICATED. SPIRAL DUCTWORK SHALL BE SIMILAR TO "SEMCO" MODEL SL(85)P LOW PRESSURE. ACCESS DOORS: CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS FOR DAMPERS, VALVES, ETC. WHERE FLOORS, WALLS, AND CEILINGS MUST BE PENETRATED TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. FURNISH IN DUCTWORK AS INDICATED AND WHEREVER NECESSARY FOR PROPER ACCESS TO ALL INSTRUMENTS, CONTROLS, MOTORIZED DAMPERS AND EQUIPMENT FOR CONVENIENT INSPECTION, MAINTENANCE AND REPLACEMENT OF SAME. SIZE SHALL BE AMPLE FOR USAGE. OPENINGS SHALL BE REINFORCED ON ALL SIDES WITH MATERIAL OR DUCTWORK IN WHICH DOORS ARE INSTALLED. HARDWARE — USE VENT LOK HARDWARE THROUGHOUT. ALL DOORS TO BE HINGED WITH BRASS PIN HINGES AND WITH QUICK OPENING LATCHES AS FOLLOWS: 1. REACH—IN DOORS TO BE 18" HIGH. CA# 26308 I17007.00 s f 4798 NEW BROAD STREET SUITE 300 ORLANDO. FL 32814 407.398.6007 (P) 407.398.6003 (F) enuity ng \ Pmactivn Engineering Solutions" care, anaon 2. TWO #150 HINGES WITH ROOF FANS, RELIEF VENTS, AIR INTAKES, AND CURBS. :1@► SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS—CORNING, MANVILLE, PITTSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL INSULATION SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OR APPROVED EQUAL ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION IN A RETURN AIR PLENUM. INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH MANVILLE R SERIES MICROLITE TYPE 75 OR 100 INSULATION OR APPROVED. INSULATION TO HAVE TYPE II FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF FLAME SPREAD 25/SMOKE DEVELOPED 50/FUEL CONTRIBUTED 50. INSTALL INSULATION PER SMACK FLORIDA MODEL ENERGY EFFICIENCY CODE AND MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. MINIMUM INSULATION REQUIREMENTS AS FOLLOWS: — SUPPLY AND RETURN AIR UNCONDITIONED: 2" (R-6 MIN) — OUTSIDE AIR: 2" (R-6 MIN) PROVIDE ALL EXTERIOR INSULATION DUCTWORK OR PIPING EXPOSED TO THE OUTDOORS WITH A MINIMUM 8 MIL THICK ALUMINUM OR PVC JACKET. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE—SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF GUARANTEE. CONTROLS: FACTORY MOUNTED CONTROL SHALL BE PROVIDED TO ACCOMPLISH THE SEQUENCE OF OPERATION. ALL INTERIOR CONTROLS SHALL BE FACTORY FURNISHED AND INSTALLED. PROVIDE ALL 24 VOLT WIRING BETWEEN CONTROL DEVICES AS NECESSARY TO MAKE COMPLETE AND OPERATION SYSTEM. PROVIDE 110/24 VAC TRANSFORMERS AS REQUIRED. COORDINATE WITH DIVISION 16 FOR 120V POWER ROUGH—IN, CONTROL, POWER AND WIRING. 24 VOLT WIRING SHALL BE PLENUM RATED CABLE. EQUIPMENT: INSTALL DUCT SMOKE DETECTORS FURNISHED BY DIVISION 16 IN SUPPLY AIR DUCTS OF AIR HANDLING UNITS EXCEEDING 2000 CFM AND WHERE INDICATED ON DRAWINGS. DETECTOR TO SHUT DOWN WHEN ACTIVATED. AIR CONDITIONING UNITS (DX SPLIT. UNITS SHALL BE SPLIT SYSTEM AIR—TO—AIR ELECTRIC AIR CONDITIONING UNITS AND HEAT PUMPS AS SCHEDULED ON DRAWINGS. UNITS WITH INTEGRAL ELECTRIC RESISTANCE HEATERS SHALL HAVE A SINGLE—POINT ELECTRIC CONNECTION. TOTAL COOLING CAPACITY OF THE UNITS SHALL BE AS SCHEDULED ON DRAWINGS. UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL, BONDED AND COATED WITH BAKED ENAMEL CABINET INSULATION SHALL COMPLY WITH FLORIDA ENERGY CODE. FANS AND MOTORS — THE INDOOR AIR FANS SHALL BE OF THE FORWARD—CURVED CENTRIFUGAL CLASS 1 TYPE. MOTOR AND DRIVE TO PROVIDE HIGHER FAN OUTPUT WHEN JOB REQUIREMENTS EXCEED STANDARD FAN CAPACITY SHALL BE PROVIDED. COOLING SYSTEM SHALL BE PROTECTED BY LOSS OF CHARGE PROTECTION, HIGH AND LOW PRESSURE SENSORS, COMPRESSOR MOTOR OVERLOADS, AND A TIMING DEVICE WHICH WILL PROHIBIT THE COMPRESSOR MOTOR FROM BEING SUBJECTED TO A STARTING CURRENT MORE THAN ONCE EVERY FIVE MINUTES. EXHAUST FANS: FURNISH EXHAUST FANS WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS. IN—LINE FANS: SUSPENDED FANS SHALL BE SUPPORTED FROM A TRAPEZE TYPE HANGER WITH SPRING MOUNTED VIBRATION ISOLATORS. ALUMINUM HOUSING OR STEEL PHOSPHATE IMPREGNATED AND PAINTED. DIRECT DRIVE OR BELT DRIVE AS SCHEDULED. FANS AND MOTORS SHALL HAVE BALL BEARINGS LUBRICATED FOR LIFE. MOTOR AND DRIVE SHALL BE ACCESSIBLE WITHOUT DISTURBING DUCTWORK. MOTOR SHALL BE OUT OF AIR STREAM. FURNISH WITH PRE—WIRED DISCONNECT SWITCH. FURNISH MOTORS 3/4 HP AND BELOW WITH INTERNAL THERMAL OVERLOAD PROTECTION, MOTORS ABOVE 3/4 HP SHALL BE FURNISHED WITHOUT INTERNAL OVERLOAD PROTECTION. COORDINATE WITH ARCHITECT TO LOCATE EXHAUST FANS, EXHAUST GRILLES, WALL OR ROOF CAPS A MINIMUM DISTANCE OF 10'-0" FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR INTAKE. AIR DISTRIBUTION EQUIPMENT: FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS WITH OPPOSED BLADE BALANCING DAMPERS AS SCHEDULED ON THE DESIGN DRAWINGS. GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON THE DESIGN DRAWINGS AND SHALL BE ALL ALUMINUM CONSTRUCTION UNLESS NOTED OTHERWISE. AIR DISTRIBUTION SHALL NOT EXCEED NC -30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. PROVIDE A COMPLETE PRE—WIRED MOTOR CONTROL PACKAGE WITH LIGHT SWITCHES, MOTOR RATED FAN SWITCHES, MAGNETIC MOTOR STARTERS WITH ADJUSTABLE OVERLOADS AND ALL NECESSARY INTERNAL FACTORY WIRING SO THAT FINAL FIELD WIRING CONNECTIONS NEED ONLY INVOLVE BRINGING THE SPECIFIED INPUT POWER AND FAN LEADS TO A COMMON TERMINAL BOX. _e r Ne.,99i9� O P V *`` `O 111I I I I I III ., .�`~�v�''•�CRNs`'• No.69922ce 0 ' STATES OF Lu BONA L Nlcholae Itbb I € lift 69911 SEAL MECHANICAL LEGEND, NOTES & ABBREVIATIONS PLAN FOR: FIRST STREET MARKET 212 WEST 1 ST STREET SANFORD, FL 32771 MILZARCH, LLC CDs 100% JERRY WALKER MILLS, SR. 02/09/18 407.921.8795 MILZARCH@GMAIL.COM AR0008314 PAGE: 701 WEST Third Street, Sanford, Fl. 32771 MO.2 WEST C©1 MECHANICAL FLOOR PLAN SCALE: 1/8" = V-0" U A C "-r REFERENCE NOTES Qt SLOPE CONDENSATE DRAIN LINE AT A MINIMUM SLOPE OF 1/8" PER FOOT FOR GRAVITY DRAINAGE. REFER TO FLORIDA MECHANICAL CODE SECTION 307 FOR SIZING REQUIREMENTS. Q2 PENETRATE WALL, TURN CONDENSATE DRAIN LINES DOWN AND TERMINATE IN GREEN AREA. Q3 TERMINATE WITH EXHAUST VENT CAP AT EXTERIOR WALL. �I Li MECHANICAL FLOOR PLAN SCALE: 1/8" = 1'-0" REFERENCE NOTES D PROVIDE 4" THICK, CHAMFERED HOUSEKEEPING PAD. HOUSEKEEPING PAD SHALL EXTEND 4" FROM EACH SIDE OF THE EQUIPMENT BASE. Q2 PROVIDE 36/16 OA LOUVER EQUIVALENT TO GREENHECK EVH-501 D. PROVIDE FACTORY INSTALLED BACKDRAFf DAMPER. O3 PROVIDE 24/16 EA LOUVER EQUIVALENT TO GREENHECK EVH-501 D. PROVIDE FACTORY INSTALLED BACKDR4FT DAMPER. O4 PROVIDE LITTLE GIANT CONDENSATE PUMP MODEL NUMBER VCMX-20UL. QS PROVIDE 24/18 OA LOUVER EQUIVALENT TO GREENHECK EVH-501 D. PROVIDE FACTORY INSTALLED BACKDRAFf DAMPER. Q6 PROVIDE NEEDLEPOINT ION GENERATOR INSTALLED IN SUPPLY DUCT. REFER TO SCHEDULE ON SHEEP M6.1 FOR DETAILS. O7 REFRIGERANT LINE SET, SIZE PER MANUFACTURER'S RECOMMENDATION AND DO NOT EXCEED MAXIMUM LENGTH SPECIFIED IN MANUFACTURER'S INSTALLATION INSTRUCTIONS. QS TERMINATE UPWARDS WITH 90 DEGREE MITERED ELBOW AND 1/2" x 1/2" WIRE MESH SCREEN. PROVIDE VOLUME DAMPER. IN] CA cv to i SCREWS TYPICAL - 1" MIN STRAP HANGERS SEE NOT THREADEI HANGER GALVANIZED HANGER STI UNISTRU ANGLE II STRAP OR z CONTINUOUS HANGER STRAP AROUND DUCT NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 3. REFER TO SMACNA FOR SPECIFIC RECOMMENDED HANGER TYPES NOTED. BAND 4. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 8'-0" PER PAIR. STRAPS SHALL BE MINIMUM 1 1/2" x 22 GAGE GALVANIZED STEEL. TRAPEZE HANGERS F STRAP`. HANGER BAND 36" DIA. MAX. 36" DIA. MAX. DUCT HANGER DETAIL SCALE: NTS TYPICAL EXTERIOR WALL ;EEN FOR DRYER IM EXHAUST. M)IALL rLK MANurAI, wtn J RC.I.VMMCIVUCU II4JIMLL/11IVIY IIVJIf�V411DNS. USE MODEL NUMBER PER CONNECTION DUCT SIZE ON PLANS. DUCT SIZE MODEL 3" OR 4" 885AL 6" 641 7" 647 8" 643 WALL CAP INSTALLATION DETAIL SCALE: NTS MECHANICAL DETAILS SCALE: N O SCALE SPRING AND NEOPRENE VIBRATION ISOLATOR (TYPICAL) ALL THREAD ROD CONNECTION TO STRUCTURE ABOVE 10 GAUGE STEEL WIRE HANGER (TYPICAL) FLEXIBLE DUCT CONNECTION (TYPICAL) SUPPLY DUCT \ I� GALVANIZED STEEL AUXILIARY CONDENSATE PAN- 3" AN-3" MINIMUM ALL SIDES OUTSIDE AIR DUCT r- RETURN DUCT �-- OBMVD WITH LOCKING QUADRANT 1 1/2" MIN " FLOAT SWITCH TO INTERRUPT POWER WHEN WATER ACCUMULATES IN PAN REFRIGERANT LINES 1" INSULATED CONDENSATE LINE HORIZONTAL AIR HANDLING UNIT DETAIL cnAl C. KITC PROVIDE ANGLES AT TOP AND SIDES CAULK (TYPICAL) ACCESS DOOR LOUVER CAM LOCK LATCH PROVIDE INSULATED METAL PANEL ON UNUSED PORTION OF LOUVER. CAULK EDGES AIR TIGHT. DUCT CONNECTION TO LOUVER SCALE: NONE DAMPER WHERE SPECIFIED FOR STRUCTURAL CONCRETE FLOOR SLABS OR ROOF DECK: SUSPEND WITH PROPERLY SIZED CONCRETE INSERTS OR EXPANSION ANCHORS DO NOT INSTALL INSERTS OR ANCHORS IN THIN PORTIONS OF CONCRETE FLEXIBLE CONNECTOR (TYPICAL) ACCESS PANEL FOR STRUCTURAL CONCRETE FLOOR SLABS OR ROOF DECK: SUSPEND WITH PROPERLY SIZED CONCRETE INSERTS OR EXPANSION ANCHORS DO NOT INSTALL INSERTS OR ANCHORS IN THIN PORTIONS OF CONCRETE THREADED HANGING ROD VIBRATION ISOLATORS – (TYP.-4) I:11: I 1 1 SUPPORT FAN WITH STEEL CHANNELS OR FACTORY MOUNTED BRACKETS INLINE FAN DETAIL NTS SUf FAC BR/ FOR METAL ROOF DECKS: SUSPEND FROM STRUCTURAL STEEL OR PROVIDE MISCELLANEOUS STEEL TO SPAN BETWEEN STRUCTURAL 'zTEEL ELEMENTS. EAM CLAMP CEILING J EXHAUST GRILLE .EXIBLE CONNECTOR WITH iOUND STRAP (TYP.) EOPRENE GROMMET AND SHAFT _EEVE SECURED WITH STEEL ASHERS & NUTS ON BOTH IDES OF EACH MOUNTING oRACKET (TYPICAL -4) DO NOT SUPPORT FAN FROM CEILING CEILING MOUNTED EXHAUST FAN DETAIL SCALE: NTS FOR METAL ROOF DECKS: SUSPEND FROM STRUCTURAL STEEL OR PROVIDE MISCELLANEOUS STEEL TO SPAN BETWEEN STRUCTURAL STEEL ELEMENTS. BEAM CLAMP PROVIDE TRANSTIONS FROM DUCTS TO SUIT FAN INLET AND OUTLET SIZE AND GEOMETRY INSULATE FAN IF CONNECTED TO DUCT SYSTEM SPECIFIED TO BE INSULATED rm r'AAI /%I IT nl 1 l I1IITL1 n0ll I CD HOLO RESSURE + 2" ) NOTES: 1. CONDENSATE DRAIN SHALL BE PIPED FULL SIZE OF UNIT CONNECTION. 2. CONDENSATE PANS SHALL BE INSTALLED WITH ADEQUATE PITCH TO ENSURE POSITIVE DRAINAGE OF ACCUMULATED CONDENSATE. CONDENSATE DRAIN CONNECTION DETAIL SCALE: NTS ELECTRICAL SPECFICATIONS GENERAL 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY 2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE -BUILT DRAWINGS GENERAL NOTE, 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NFPA. STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, 1. THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD FLORIDA BUILDING CODEFBC , NFPA 101, ALL LOCAL CODES, ORDINANCES, ( ) OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE SET OF CONSTRUCTION "AS-BUILTS" BLUELINE PRINTS WHICH SHALL BE THESE ELECTRICAL DESIGN HAS BEEN REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY. STANDARDS. 11. CONTRACTOR SHALL PROVIDE STRICT COORDINATION WITH NEW EQUIPMENT AND FIELD SAW OR ROTARY CORE DRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL DESIGNED M ACCORDANCE WITH THE VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK. ADEQUATE CONTRACT DRAWINGS, INCLUDING ADDENDA AND CHANGE ORDERS IN ACCORDANCE 2014 NATIONAL ELECTRICAL CODE. 2. ALL BUILDING WIRE SHALL BE COPPER TYPE "THHN/THWN" FOR ALL SIZES. OWNERS AUTHORIZED REPRESENTATIVE AND OTHER TRADES PRIOR TO CONSTRUCTION. PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS MINIMUM WIRE SIZE SHALL BE #12 AWG. TO PREVENT DUST FROM SPREADING TO ADJACENT AREAS. SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET. 12. EACH BIDDER SHALL INSPECT THE SITE AS REQUIRED FOR KNOWLEDGE OF EXISTING THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT 3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. CONDUCTOR AND SEPARATE NEUTRAL CONDUCTOR AND SHALL BE SIZED AND RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO COORDINATE EXISTING BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE PROTECTION VOLTAGE DROP CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYPE E.M.T. WITH SET 13. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITIES AND AS APPROVED BY THE ARCHITECT/ENGINEER. TEMPORARY COMPLETION SHALL 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE THIS PROJECT IS IN COMPLIANCE WITH SCREW STEEL CONNECTORS AND COUPLINGS. ALL EMT SHALL BE A MINIMUM 1/2". OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND MATERIALS AND RUBBISH CAUSED BY HIS WORK OR EMPLOYEES. UPON 2017 FBC-ENERGY CONSERVATION ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS COMPLETION WORK IS FINISHED. COMPLETION OF THE WORK AND AT TIMES DURING PROGRESS OF THE WORK WHEN GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE REQUESTED BY THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REMOVE ALL C405.8.5 AND NEC 210.19 WITH REGARDS P.V.C. ALL CONDUIT SHALL BE INSTALLED CONCEALED. THE USE OF METAL CLAD ALLOWED DUE TO THE CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT 4. BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK IS STARTED, DUST AND SURPLUS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM THE OPERATION, TO VOLTAGE DROP (5X). CABLE (MC) SHALL BE PERMITTED ON THIS PROJECT IN CONCEALED LOCATIONS THE SITE OF THE WORK. MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, ONLY. SPECIFIED IN THESE SPECIFICATIONS. INSOFAR AS THE WORK OF THE CONTRACT IS CONCERNED, IN A NEAT, CLEAN, 14. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT. AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT/ENGINEER. 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF RECEPTACLES, CONTROL 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRIWNG WHERE POSSIBLE. EQUIPMENT, LIGHTING FIXTURES, MATERIALS AND ACCESSORIES SHALL BE CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES 15. THE WORK SHALL INCLUDE REVISIONS, MODIFICATIONS, AND REWORK OF THE EXISTING AFTER WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS. WITH THE OWNER'S REPRESENTATIVE AND ARCHITECT PRIOR TO INSTALLATION. FACILITY ELECTRICAL SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND AROUND THE WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR FOR CONNECTIONS BETWEEN EXISTING WORK AND NEW WORK WHERE REQUIRED. THE SILICONE BASED, NON -CRACKING ELASTOMERIC SEALANT. 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL WORK SHALL ALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND CONTROL BE PERFORMED IN FINISHED/OCCUPIED SPACES, TO PREVENT DAMAGE TO DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. CIRCUITS FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN IN SERVICE. IF THE PAINTING ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY CIRCUITS ARE BROKEN BY DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL EXISTING BUILDING CONSTRUCTION, THE EXISTING CONDUIT AND WIRING SHALL BE 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK REROUTED AND RECONNECTED WHERE NECESSARY. THAT ARE SCRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION. AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS THE BUILDING OCCUPANTS FURNISHINGS OR EQUIPMENT. ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET 16. PROVIDE PANELBOARD MATCHING CIRCUIT BREAKERS IN ORDER TO CONNECT NEW PREVIOUS. REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND BRANCH CIRCUITS. UPDATE ALL PANELBOARD DIRECTORIES TO REFLECT THE ACTUAL 3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE TO SATISFY THE DESIGN INTENT OF THE WORK AND COMPLY WITH ALL APPLICABLE CONDITIONS. ALL UPDATES SHALL BE TYPEWRITTEN. ALL NEW ELECTRICAL DEVICES MUST ACCEPTANCE TESTING BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL CODES AND REGULATIONS. BE LABELED AT THE DEVICE WITH CIRCUIT AND PANELBOARD NUMBER. CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL 1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS, OUTLETS, 17. PROVIDE ALL REQUIRED FIRE ALARM DEMOLITION WORK AND INSTALL ALL NEW FIRE SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH PARKING AREAS, SIDEWALKS, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK LOCATIONS OF SWITCHES, PANELBOARDS, CONDUITS AND OTHER WORK. PRIOR ALARM DEVICES AND WIRING FOR A COMPLETE AND FUNCTIONAL FIRE ALARM INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE FIELD VERIFICATION OF ALL DIMENSIONS IS REQUIRED AS PART OF THIS WORK. INSTALLATION PER NFPA AND ALL STATE, FEDERAL AND LOCAL REQUIREMENTS. THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN APPLICABLE SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD CONTRACTOR IS RESPONSIBLE TO TEST ALL NEW AND EXISTING COMPONENTS. ALL NEW ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE FINISHES. VERIFY THE ACTUAL ROUTING OF CONDUITS PRIOR TO BIDDING. DEVICES SHALL MATE AND MATCH EXISTING FIRE ALARM SYSTEM. SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ENGINEER. THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, 9. PROVIDE ALL 125VAC 20 AMP SPECIFICATION GRADE RATED WIRING DEVICES CUTTING AND PATCHING ETC., TO PERMIT INSPECTION AS REQUIRED. UNLESS OTHERWISE NOTED. PROVIDE MATCHING COVER PLATES, JUNCTION BOXES 1 • AND PLASTER RINGS AS REQUIRED TO FACILITATE THE INSTALLATION OF FLUSH THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR MOUNTED WIRING DEVICES AS NOTED AND AS THE PROJECT CONDITIONS WARRANT. THE INSTALLATION OF DMSION 16 WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR. ELECTRICAL SYMBOLS LEGEND ABBREVIATIONS LIGHTING FIXTURE SCHEDULE TYPE MANUFACTURER & CATALOG NO. DESCRIPTION LAMPS VOLTS OR APPROVED EQUALS BY POWER LIGHTING (SEE LIGHTING FIXTURE SCHEDULE) A - AMPERES KAIC 6THOU PTDING CAPACITY » A/C - AIR CONDITIONING COOPER LIGHTING: SURFACE MOUNT 4 0 LED STRIP LIGHT 41W KCMIL - THOUSANDS OF CIRCULAR C 4SNLED-LD4-48SL-UNV-L835-CD1-U PROVIDE TUBE GUARD LED 120 AS APPROVED BY OWNER 20JPH DUPLEX RECEPTACLE. MOUNTED 18" AFF TO CENTERLINE FLUORESCENT STRIP LIGHTING AC - ALTERNATING CURRENT MILLS UNLESS OTHERWISE NOTED. WP=WEATHERPROOF. NUMBER �� FLUORESCENT EMERGENCY STRIP LIGHTING WITH INTEGRAL 90 AFF - ABOVE FINISHED FLOOR KVA - KILOVOLT-AMPERESCOOPER LIGHTING: 71W INDICATES BRANCH CIRCUIT. SEE PANEL BOARD SCHEDULE. MINUTES BATTERY PACK. D VT-LD2-55DR100-UNV-L835-CD2-WL-U SURFACE MOUNT 4 INDUSTRIAL VAPOR TIGHT LLD 120 AS APPROVED BY OWNER H=HDMI/USB RECEPTACLE AFG - ABOVE FINISHED GRADE KW - KILOWATT DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT OR O LIGHTING FIXTURE AHU - AIR HANDLING UNIT LED - LIGHT EMITTING DIODE�+ EMERGI-LITE: LED EMERGENCY LIGHT & EXIT COMBO 1 O EC ELXN40OG-2LED SURFACE MOUNT WITH INTEGRAL 90 LED 120 AS APPROVED BY OWNER 0 HEIGHT INDICATED. +44" AFF TO CENTER. 04 LIGHTING FIXTURE - WALL MOUNTED AWG - AMERICAN WIRE GAUGE LTG - LIGHTING MINUTE BATTERY PACK q GFI RECEPTACLE. MOUNTED 18" AFF TO CENTERLINE ®f EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION- C - CONDUIT MCP - MOTOR CIRCUIT PROTECTION EMERGI-UTE: LED EMERGENCY LIGHT W/ ROTATABLE OPTICS 10W UNLESS OTHERWISE NOTED. WP DENOTES WEATHERPROOF CEILING MOUNTED CFL - COMPACT FLUORESCENT MCU - MASTER CONTROL UNIT EM LEM WITH 90 MINUTE INTEGRAL BATTERY PACK LED 120 AS APPROVED BY OWNER COVER. NO FEED THRU TYPE DEVICES TO BE USED. I-® EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION- LAMP MH - MEAN HEIGHT qp GFI RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT OR 0 WALL MOUNTED SURE-UTES: CH - .COUNTER HEIGHT EX APXEL7G CEILING MOUNT LED EMERGENCY EXIT SIGN 5W 120 As APPROVED BY OWNER HEIGHT INDICATED. NO FEED THRU DEVICES TO BE USED.®� N - NEUTRAL WITH 90 MINUTE INTEGRAL BATTERY PACK LED +44" AFF TO CENTER. EXIT SIGN - DOUBLE FACE - ARROW INDICATES DIRECTION - CM - CARBON MONOXIDE CEILING MOUNTED NA - NOT APPLICABLE IXITRONIX: OC JUNCTION BOX WITH IDENTIFIED BLANK COVER. CONC - CONCRETE SURFACE MOUNT LED EXTERIOR EMERGENCY LIGHT WITH 10W C = CEILING MOUNTED DECORATIVE PENDANT NEC - NATIONAL ELECTRICAL CODE XX NF3-WB-10L-BR-PC/02 90 MINUTE INTEGRAL BATTERY PACK AND PHOTOCONTROL LED 120 AS APPROVED BY OWNER W = WIFI AMPLIFIER COND - CONDUIT NEMA - NATIONAL ELECTRICAL CU - COPPER MANUFACTURERS ASSOCIATION LBL LIGHTING: 18" LED DECORATIVE PENDANT 9W TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED F LP955-BLGD-LED830 BLACK/GOLD WITH A19 LED LAMP A19 120 AS APPROVED BY OWNER 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. FIRE ALARM DISC - DISCONNECT NFPA - NATIONAL FIRE PROTECTION LED ECB - ENCLOSED CIRCUIT BREAKER ASSOCIATION REJUVENATION LIGHTING: 15W 1p TWO DUPLEX GFI RECEPTACLES WITH COMMON COVER MOUNTED NF - NON-FUSED G A1898 12" LED CARSON DECORATIVE PENDANT A21 120 AS APPROVED BY OWNER 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. Q MANUAL PULL STATION ELEC - ELECTRICAL LED NIC - NOT IN CONTRACT TWO DUPLEX GFI RECEPTACLES WITH COMMON COVER MOUNTED COMBINATION AUDIBLE VOICE/VISUAL SIGNALING UNIT- EM - EMERGENCY COOPER LIGHTING: PENDANT MOUNT LED WRAP PROVIDE 47W ABOVE COUNTER OR AT HEIGHT INDICATED. +44" AFF TO NL - NIGHT LIGHT H 120 AS APPROVED BY OWNER CENTER. SPEAKER/FLASHING "FIRE" LIGHT WALL MOUNTED 48" AFF UNLESS EMS - ENERGY MANAGEMENT 4SLWP4040ND-UW AIRCRAFT CABLE AND HANGERS LED OTHERWISE NOTED. WP=WEATHER PROOF. C= CEILING, 110 SYSTEM O.C. - ON CENTER ® TWO DUPLEX RECEPTACLES MOUNTED IN FLOOR BOX CANDELA UNLESS NOTED OTHERWISE. LOW FREQUENCY SOUNDER EMT - ELECTRICAL METALLIC TUBING P - POLEGOLDEN LIGHTING: 5W S0 (520Hz) V 3306-BA2-PW-NVY (844375042124) SURFACE MOUNT 2 LIGHT BATH VANITY ST19 120 AS APPROVED BY OWNER SINGLE POLE SWITCH EF - EXHAUST FAN PNL - PANELBOARD LED (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) R PHOTOELECTRIC DUCT SMOKE DETECTOR 5W Ss THREE WAY SWITCH W EWC - ELECTRIC WATER COOLER PVC - POLYVINYL CHLORIDE S R=RETURN S=SUPPLY W TOLSON WALL SCONCE SURFACE MOUNT WALL SCONCE ST19 120 AS APPROVED BY OWNER (SUBSCRIPT LETTER INDICATES ITEM CONTROLLED) EX - EXISTING RGS - RIGID GALVANIZED STEEL LED FIRE ALARM HEAT DETECTOR. (2) INDICATES TO PROVIDE DUAL RATED FA - FIRE ALARM RM - ROOM Sp 0-10V LED DIMMABLE SWITCH ®2 CONVERTIBLE CONTACTS. WP COOPER LIGHTING: SURFACE MOUNT EXTERIOR WALL LUMINAIRE 46W 120 AS APPROVED BY OWNER FACP - FIRE ALARM CONTROL PANEL SPEC - SPECIFICATION LDWP-GL-6B-ED-7040 LED SOS WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR 82 CEILING MOUNTED SMOKE DETECTOR. (2) INDICATES PROVIDE DUAL FBC - FLORIDA BUILDING CODE SS - STAINLESS STEEL CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR RATED CONVERTIBLE CONTACT FOR ELEVATOR RECALL LIGHTING NOTES: 00 INDICATES - GROUND FAULT INTERRUPTER TVSS - TRANSIENT VOLTAGE SURGE INDICATES FIXTURES IN 1. PROVIDE ALL DEVICES, MOUNTING EQUIPMENT, CHAIN, STRAIN RELIEFS, CUPS, ESCUTCHEONS, PLATES AND STRUCTURAL SUPPORTS FOR THE INSTALLATION AND CONNECTION OF ALL LIGHTING SENSORS ZONE OF CONTROL. ® MAGNETIC DOOR HOLDER GND - GROUND SUPPRESSION FIXTURES. SPECIAL PURPOSE RECEPTACLE. FIELD VERIFY EXACT TYP - TYPICAL 20A® GRC - GALVANIZED RIGID CONDUIT 2. ALL LAMPING COLOR TEMPERATURE SHALL BE 3500K FOR ALL LIGHTING FIXTURES. NEMA CONFIGURATION. 20 AMP 240V. FACP FIRE ALARM CONTROL PANEL. LION - UNLESS OTHERWISE NOTED S30 1 -POLE AND 2 -POLE 30AMP MOTOR RATED SWITCH WITH HVAC AIR TCONDITION CONDITIONING AND V - VOLTS 3. ALL COMPACT FLUORESCENT LIGHTING FIXTURES SHALL UTILIZE ELECTRONIC BALLASTS. PT❑ A INTEGRAL OVERLOADS. J6 FIRE ALARM JUNCTION BOX. IWH - INSTANTANEOUS WATER W - WIRE 4. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FINAL LOCATION OF LIGHTING FIXTURES. HEATER PROVIDE POKE THRU FLOOR BOX CONNECTION FOR WP - WEATHERPROOF MODULAR OFFICE FURNITURE. PROVIDE FLEXIBLE CONDUIT H.I.D. - HIGH INTENSITY DISCHARGE 5. COORDINATE THE ACTUAL TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND CONNECTION FROM POKE THRU FLOOR BOX TO POWER Fo REMOTE FIRE ALARM ANNUNCIATOR PANEL, FLUSHED MOUNTED. PROVIDE FIXTURE TRIM AS REQUIRED. FURNITURE JUNCTION BOX FOR POWER AND SEPARATE I.G. - ISOLATED GROUND CONDUIT CONNECTION FOR COMMUNICATION'S SERVICE. J - JUNCTION NOTE: PROVIDE ALL REQUIRED MOUNTING HARDWARE AND WIRING TO CONNECT ELECTRICAL LEGEND NOTES &ABBREVIATIONS MINIMUM SIZE IS 1"C. CONNECT HOMERUN TO POWER LIGHTING FIXTURES AT HOLLOW CORE SLAB LOCATIONS INCLUDING BOXES HANGER EACH PANEL THAND RU-BOXCONDUIT . BOX SHALL TO T.T.B. CABINET FORBE HUBBELL SR6PTFIT DATA/COMM/TELEVISION BARS, STRUCTURAL APPROVED FASTENER'S AND UL APPROVED CONNECTORS. WITH SEPARATE POWER AND COMMUNICATION COMPARTMENT.PLAN FOR: FIRST STREET MARKET SQUARENcG�HMOUNTED IB212 WEST 1ST STREETSERVICE AND DISTRIBUTION SINGLE VDE LANK BUILDING STANDARD COVER PLATE. EXTEND 1m CONCEALED SANI ORD, FL 32771 BRANCH CIRCUIT PANELBOARD, UNDER 250 VOLTS, SURFACE CONDUIT TO ABOVE ACCESSIBLE CEILING AND STUB -OUT MOUNTED WITH PLASTIC BUSHING. OR AS NOTED. INSTALL PULL WIRE. ® TELEPHONE TERMINAL BOARD, 3/4" THICK x (LENGTH PER \\N 13 !If'�q/����oi 340, FUSED DISCONNECT SWITCH. 3 -POLE, 30AMP ASTERISK PLAN) x 8'-0" H. PLYWOOD BACKBOARD `a ,� ,! MILZ.ARCH, LLC INDICATES TO FUSE ACCORDING TO MANUFACTURERS ``.•�•C.•E N S•. �f r'.- .. CDs 100% ® °. ' ••. JERRY WALKER MILLS SR. 02/09/18 RECOMMENDATIONS. NEMA 1 RATED INDOORS, NEMA 3R TELEVISION COAXIAL OUTLET AND HDMI WITH FLUSH CA# 26308 I17007.00 = f;ca.73ii:t S � RATED OUTDOORS. MOUNTED 4-11/16" SQUARE SINGLE GANG JUNCTION BOX. "` PROVIDE BLANK BUILDING STANDARD COVER PLATE. 4796 NEW BROAD STREET _ 407.921.8795 MILZARCH@GMAIL.COM \\\ a SUITE 300 .... "� NON-FUSED DISCONNECT SWITCH.3-POLE, 30AMP. NEMA 1 EXTEND 1" CONCEALED CONDUIT TO ABOVE ACCESSIBLE �' '. >rr,t� or' W : PAGE. ORLANDO. FL 32414 r T � - 407.398.6007 (P) F RATED INDOORS, NEMA 3R RATED OUTDOORS. CEILING AND STUB -OUT WITH PLASTIC BUSHING, OR AS 407.398.6003 (F) d •�` w AR0008314 NOTED. INSTALL PULL WIRE. • �r `' .•� 0 R t . ���' r"` 'AV1t� '�� ss '•••• •••• �,.�`` 701 WEST Third Street Sanford F1. 32771 EO.1 me rs. sr�e. ��foi � 0 NA L 111 > > "Proactive Engineering Solutions" DATE8/I/1®R SEAL 1 Q (TYP.) PROPOSED PARTIAL FLOOR PLAN -LIGHTING SCALE: 1/8" = 1'-0" 1 3 (TYP.) r-. T`? A 00-0 1 3 (TYP•) W.P. PHOTOCELL "PC" EXXI�I–j MOUNT ON BUILDING A=-3 ROOF FACING NORTH A-7 2–POLE TIMECLOCK— C INTERMATIC OR EQUAL b A-7 4 K0 TC H o - 120V 20AMP W.P. OVERRIDE TOGGLE A-1 SWITCH LOCATED ADJACENT TO PANE "A" IN LOCKABLE ENCLOSURE. -�- N A-9 U T URS T i�Y ANT 1 GENERAL NOTES 1. ALL LIGHTING BRANCH CIRCUITS SHALL BE CONNECTED TO PANEL "A" UNLESS OTHERWISE NOTED. 2. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130. 3. ALL EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED AHEAD OF ANY SWITCHING ARRANGEMENTS OR CONTROLLED BY A LISTED UL924 CONTROLLER PER N.E.C. 4. THIS PROJECT IS IN COMPLIANCE WITH 2017 FBC–ENERGY CONSERVATION C405.6.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP (5%). 5. REFER TO ARCHITECTURAL LIGHTING PLANS FOR ANY AND ALL LIGHTING FIXTURE MOUNTING DIMENSIONS. 6. SEAL ALL FIRE WALLS, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT. 7. COORDINATE LIGHTING FIXTURE MOUNTING HEIGHT WITH ARCHITECT OR INTERIOR DESIGNER LIGHTING PACKAGE AND SPECIFICATIONS. REFERENCE NOTES 01 EXTERIOR LIGHTING AND SIGNAGE SHALL BE CONTROLLED BY AND ROUTED THROUGH LIGHTING CONTACTOR LC -1. SEE DETAIL ON THIS SHEET. Q2 ALL INTERIOR LIGHTING SHALL BE CONTROLLED AND ROUTED THROUGH OCCUPANCY SENSOR SWITCH WHICH CONTROLS THE SPACE. O3 EXTERIOR LIGHTING TO BE MOUNTED AT 8'-00" AFF ® INTERIOR LIGHTING TO BE MOUNTED FROM STRUCTURE AT 12' -00 - AFF TYP. BRANCH CIRCUIT'–�'�' NUMBER A-3 A-5 A-19 A-21 A-23 A-25 A-27 A-29 C L J TO EXTERIOR TO EXTERIOR LTG FIXTURES SIGNAGE EXTERIOR LIGHTING CONTROL DIAGRAM 'LC -1" NTS ... ;`�� Na.7001.5 IN LIGHTING CONTACTOR LC -1 20AMP 10 POLE NEMA 1 ELECTRICALLY HELD. MOUNT ADJACENT TO PANEL "A" SPARE SPARE LIGHTING CONTACTOR SHALL BE INSTALLED AND PROGRAMMED IN COMPLIANCE WITH 2017 FBC ENERGY CONSERVATION SECTION T T 505.2.1.2. AUTOMATIC LIGHTING CONTROL SHALL BE CAPABLE OF OVERRIDING ANY TIME OF DAY SCHEDULED SHUT OFF CONTROL FOR NO MORE THAN TWO HOURS. L J TO EXTERIOR TO EXTERIOR LTG FIXTURES SIGNAGE EXTERIOR LIGHTING CONTROL DIAGRAM 'LC -1" NTS ... ;`�� Na.7001.5 IN 1E ST O PANEL 'MDP' PROPOSED PARTIAL FLOOR PLAN - POWER SCALE: 1/8" = V-0" 1 wlitlIiltw, N�N`$ ^, `' F' < No.73a15 GENERAL NOTES 1. ALL POWER SHALL BE CONNECTED TO EXISTING 120/208V 30, 4 WIRE PANEL 'B', UNLESS NOTED OTHERWISE. 2. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 3. FIRE ALARM DEVICES WHERE REQUIRED SHALL BE INSTALLED IN COMPLIANCE WITH NFPA AND FLORIDA FIRE PREVENTION CODE. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE BEFORE COMMENCING ANY PHASE OF THE WORK. ADJUSTMENTS FOR FIT AND COORDINATION SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. NOTIFY ENGINEER OF ANY CONFLICTS, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF THE CONTRACT WORK. 5. THIS PROJECT IS IN COMPLIANCE WITH 2017 FBC—ENERGY CONSERVATION C405.6.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP (5%). 6. REFER TO ARCHITECTURAL MILLWORK ELEVATIONS FOR EXACT POWER RECEPTACLE LOCATION AND MOUNTING HEIGHTS. 7. SEAL ALL FIRE WALLS, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT. REFERENCE NOTES Q1 TELEPHONE TERMINAL BOARD, PROVIDE 4' X 8' X 3/4" PLYWOOD WITH FIRE RATED PAINT. Q2 CONNECT EXHAUST FANS TIED INTO THE OCCUPANCY SENSOR SWITCH WHICH CONTROLS THE SPACE. Q3 REFER TO DRAWING NO. E4.1 FOR CONTINUATION OF SERVICE ENTRANCE. ® ROUTE DEDICATED BRANCH CIRCUIT THROUGH E—MON / D—MON SUB METERING DEVICE. REFER TO DRAWING E4.1 FOR DETAILS. IN 1 3 TYP.) I PROPOSED PARTIAL FLOUR PLAN - SCALL: 1/811 = 1'-0" 1 3 (TYP.) LIGHTING w ti e Nc.330:15 GENERAL NOTES 1. ALL LIGHTING BRANCH CIRCUITS SHALL BE CONNECTED TO PANEL "A" UNLESS OTHERWISE NOTED. 2. ALL FLUORESCENT LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130. 3. ALL EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED AHEAD OF ANY SWITCHING ARRANGEMENTS OR CONTROLLED BY A LISTED UL924 CONTROLLER PER N.E.C. 4. THIS PROJECT IS IN COMPLIANCE WITH 2017 FBC—ENERGY CONSERVATION C405.6.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP (5%). 5. REFER TO ARCHITECTURAL LIGHTING PLANS FOR ANY AND ALL LIGHTING FIXTURE MOUNTING DIMENSIONS. 6. SEAL ALL FIRE WALLS, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT. 7. COORDINATE LIGHTING FIXTURE MOUNTING HEIGHT WITH ARCHITECT OR INTERIOR DESIGNER LIGHTING PACKAGE AND SPECIFICATIONS. REFERENCE NOTES (1 EXTERIOR LIGHTING AND SIGNAGE SHALL BE CONTROLLED BY AND ROUTED THROUGH LIGHTING CONTACTOR LC -1. SEE DETAIL ON SHEET E2.2a. O2 ALL INTERIOR LIGHTING SHALL BE CONTROLLED AND ROUTED THROUGH OCCUPANCY SENSOR SWITCH WHICH CONTROLS THE SPACE. O3 EXTERIOR LIGHTING TO BE MOUNTED AT 8'-00" AFF ® INTERIOR LIGHTING TO BE MOUNTED FROM STRUCTURE AT 12' -00 - AFF PROPOSED PARTIAL FLOOR PLAN - POWER SCALE: 1/8" = 1'-0" No,X30:1.5 GENERAL NOTES 1. ALL POWER SHALL BE CONNECTED TO EXISTING 120/208V 30, 4 WIRE PANEL 'B', UNLESS NOTED OTHERWISE. 2. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 3. FIRE ALARM DEVICES WHERE REQUIRED SHALL BE INSTALLED IN COMPLIANCE WITH NFPA AND FLORIDA FIRE PREVENTION CODE. 4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS AT THE JOB SITE BEFORE COMMENCING ANY PHASE OF THE WORK. ADJUSTMENTS FOR FIT AND COORDINATION SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. NOTIFY ENGINEER OF ANY CONFLICTS, DISCREPANCIES OR OMISSIONS PRIOR TO COMMENCEMENT OF THE CONTRACT WORK. 5. THIS PROJECT IS IN COMPLIANCE WITH 2017 FBC-ENERGY CONSERVATION C405.6.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP (5%). 6. REFER TO ARCHITECTURAL MILLWORK ELEVATIONS FOR EXACT POWER RECEPTACLE LOCATION AND MOUNTING HEIGHTS. 7. SEAL ALL FIRE WALLS, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT. REFERENCE NOTES O1 CONNECT EXHAUST FANS TIED INTO THE OCCUPANCY SENSOR SWITCH WHICH CONTROLS THE SPACE. �2 PROVIDE W.P. PHOTOCELL ON BUILDING FACING NORTH. �3 PROVIDE WP/GFI HVAC SERVICE RECEPTACLE MOUNTED TO HVAC EQUIPMENT IN ACCORDANCE WITH NEC 210.63. ® ROUTE DEDICATED BRANCH CIRCUIT THROUGH E -MON / D -MON SUB METERING DEVICE. REFER TO DRAWING E4.1 FOR DETAILS. Q PROVIDE 120V, 20 AMP CIRCUIT FOR CONDENSATE PUMP. VERIFY EXACT LOCATION PRIOR TO ROUGH -IN. © PROVIDE CONDUIT SEAL -OFF FITTINGS FOR TEMPERATURE DIFFERENTIAL PER NEC. VERIFY THE EXACT LOCATION OF DISCONNECT SWITCHING PRIOR TO ROUGH -IN. (7 IN ACCORDANCE WITH NEC 427.22, PROVIDE GROUND FAULT PROTECTION OF EQUIPMENT TO COOLER ELECTRICAL DEVICES DUE TO FLAT SURFACES OUTSIDE OF THE COOLER GENERATING HEAT AND TRANSFERRING THE HEAT. ® PROVIDE RACEWAY SEALING WHERE CONDUIT PASES FROM WARM TO COLD LOCATION. LOCATE FITTINGS AT SUITABLE LOCATIONS AND FILL WITH A UL LISTED SEALING COMPOUND. �9 MOUNT DISCONNECTS ABOVE COOLER. 10 RECEPTACLES IN THIS ROOM TO BE HALF CONTROLLED RECEPTACLES TIED INTO OCCUPANCY SENSORS WHICH CONTROL THE SPACE. RECEPTACLES TO BE P+S RF RECEPTACLES AND SIGNAL PACK OR SIMILAR. SEE DETAIL ON DRAWING E.6. 0 r iL n 1111 ,II( I amu} I ,tit I EXISTING UTILITY CO.----,, WOOD POLE #44275607302 I� I I I I I I Jlr�� ,t- r JIf- �� r I l � I ED IF GENERAL NOTE CONTRACTOR TO PROVIDE LABELS ON PANELS INDICATING FAULT CURRENT VALUES. N 0 0 0 0 IM 26,524 AFC METALLIC WATER PIPE EXTERIOR I INTERIOR i I 'MDP' 800 AMP M.C.B. 120/208V 30, 4W (1) #4/0 CU GROUND IN 1" CONDUIT TO 5/8"00' CU CLAD GROUND THREE POINT GROUND FIELD, METALLIC WATER PIPE, CONCRETE ENCASED ELECTRODE AND BUILDING STEEL. BUILDING STEEL CONCRETE ENCASED ELECTRODE ELECTRICAL RISER DIAGRAM N.T.S. LASS 1000 FE;FE;6i _ 0 __M � ?:, ko`ierg,r.i4lc;niYc,nnSf'tocitaw+F.��ystem.i , �: SINGLE-PHAsEkWhMETER Features r.t+nu style Direct -read Z-line alpha-nurnerldLGD display 04ultiProMeterunit) Without multiplier displays accumulative kbltt and "real-time" k'Nload. K r " Available,in MNIU (Nlultiple Meter Unit) enclosures h s c ntainin LI. o 2 et i e a sr tt� 2 t o meters. n on corn ct en.io�Jre. 9 P P • [teVEnu-grade accuracy. JR Patented 0-2 volt output split -core: current sensors roni6te enhanced safety and acc6rate.remol:6 : s rnounttpg of current sensors up to 2,00Q feet from, meter without po\ver ipterrupti4n, (Optional ? �j s91id-core seusor;r available in 100 & 260 amp,) u fanaProrw Chnfguretien ■ Parallef up to three. (3) sets of current sensors G:m u 1t^ ti:x r uta^:Vl 3 l/4'11 for currlulahve.r.eading. Current sensor installation diagno§tics: ■' Fixed pulse output. Non-vciat le Memory., ■ Maintains reading In the event of polder failure., A Meter can betAsed in the following configurations;. I Phase � Wi.re � Phase 3•WirH For other, configurations, contact factory, a Industrial grade JIC steel enclosure (standard) lvith padlockinghasp & mounting flanges for indoor 11 1 tallaUon: Knockouts: 1 1116' (374" cond.) bottorni 7/8" (1/2" bond.) top. e Optional NEMAU polycarbonate enclosure.s with padlocltinq hasp & mounting flanges Tor indooricutdoor installation (Rand alone):With one 1 1/.16" KO on bottom of enclosure, ■ ULJCUL Listed. ■ Certified by itidependenktest lab to ANSI C 12..20 national aCc4racystandards. (r/-1J.ZX/ front'1",loto 10,0% of ratedload.), • California CTEP approved for use &ith.soIid-core. current sensors. Listed by the California Energy Commission.. Mod( -,I Numbers 120V, 1 -Pt ase; 2W (Supplied with (1.), split -cone current sen?or) E1 0 -212025-J KIT (25 Amp) El0-212050,JKlT (50.Antp) E10-21201,0QJKiT (1 W Pmp) EI 0.212020QJKIT (200 klip) 1201203-1401), 1- or 2 -Phase, 3W (Suppiiedtiwith (2) split -core current sensors) E10.320025-,1KIT (2§ Aird?) E 10.32085(1-J KIT (60 knp) E10-3200t00JKIT (100 Amp) E 10.3200200J KIT (200 Amp) 277V,'1 -Phase, 2W (Supplied with (1) split -core current senor) E I Q-227725•JKIT (25 Arrip) El0-227750-JKIT (59 Amp) E10-22771QQJKIT-000A,mP) E o-22.1720oJKiT('200.Arop) Optional M.oter.Enctoaures Repfaco "J" in model nurnger with.optional enclosure sXiecifcation. speaficatron M MMU Gonfigurahon (ekt E 10- 32051 DOM KJ Q Speciflcat!'on R NEMA44', Rauttight Epdosure- (e�. Et0 212025-RKtC) ■ 1`lew`York City approved, Con Edison approver) for ftSR program. .....--.- :n:.3 """"`"""'` (000) 334-3666 = w91rr,errion,cern Effective Date: 1211)201'1 Energyklctnt rinj AodMs CLASS 1000 METER LE;wMdW&wM cn'iray,,. grrferrrr €J,roro ivrda',u� ay5„ its `:.:" `NGINEERmr, SPECIFICATIONS a, Motor shalibe fully olectidnio with 2 -line alpfri-hmnaric LOD disptey for kilowatt-hour readings. Mater shall provide rate ol.consumption indication and also a tort sequence to ensura integrity of the display. m Meter shall rovide a load mdic to.r to indicate. real-time conesnptimt levats for field testing and cwtifi.cation. ■ Motor shall provide current sensor installation diagnostics indicator. ■ Mater all use 0.2 Volt output curroni sensors to allow paralleling and7orm6unting up to 2, Cog feet from the. meter. asnsors shall be of cplit.ore.configuration to allow installation without powering down. Ssneots shall W available frorn 25 amp to 2200 wisp. Sensors shall be optionally available in solid -cora configuration (100 3 200 amp.) IN Meter shall be enclosed in a heavy-duty JIC steel ericlosuro suitable for indoor installation: Motor enclosure provldes a mothod of locking to prevent unauthorized access. ■ Motor t.hall be optionally ayuilablo in rpt outdoor NEMA 4X polycarbonute enclosure with padlocking hasp: & mounting flanges for indoor netallation. ■ Motor shall be optionally availabia in. MMU (Mulliple Meter Conliguration)enclosures containing up to 24 malois in one compact enclosure. ■ Meter shall be UL ListediCUL Listed to latest applicabla standards for safety. ■ Meter shall be certified by a nationally recognized indopondont tort facility to ANSI C12.20 (d- 0.2% from 1'% to 100% of rated load) rpcicificatlons. ■ Meter hall be Y'alifornia CTEP approved for,use with solid -core current sensors, listed by the California Energy Commission, New York City approved and Con Edison approved for RSP program. ■ Motor&hall be provided with a non-volatile memory Io ma nnain reading during power outages. ■ Mater shall be provided with modular conne&or(s) to provide interfacing with: AMR (Automatic Moter Reading) Building ManagwnenvEnargy Managomont Systeme ■ Meters shall be compatible with E-Mcn Energy"' soitware. M JjcN 00Q) Q34 -366Q - www.amon.coni, Effective Dat.: 1211/2012 tnergyhloniro;irg Prof 443/4" FIRE RETARDENT PLYWOOD FLOOR TO CEILING BACKBOARD PAINTED GRAY - FINISHED FLOOR (1) 2" UNDERGROUND-, FOR TELEVISION SERVICE (TO PROPERTY LINE) E- E - (1) 2" UNDERGROUND' FOR TELEPHONE SERVICE FINISHED FLOOR TTB-1 ELECTRICAL RISER NOTES 10 EXISTING UTILITY COMPANY PAD MOUNTED TRANSFORMER. SECONDARY VOLTAGE = 120/208V 30, 4W. 35,752 SCA. 2[� NEMA 3R, 800A, 120/208V 3 PHASE MCB PANEL BRACED FOR 42KAIC. ALL BRANCH BREAKERS AND DOWNSTREAM PANELS SHALL BE SERIES RATED TO 42KAIC. n33 C.T. ELECTRICAL METER. ® CURRENT TRANSFER CABINET. STUB OUT ABOVE ACCESSIBLE CEILING GRID GROUND BUS #2 AW CU. TO BLG. GROUNDING ELECTRODE OR BLDG. STEEL DATA/COMMUNICATION RISER DIAGRAM WIRE AND CONDUIT SCHEDULE CONDUCTORS (U.O.N.) 4 SYMBOL 20,831 AFC 121671 AFC PANEL PANEL PANEL rAr rBr rCr 4V ABMP 120/208V 4�OLAOMP LG -1 120/208V 2W)C.P 12V208V 30, 4W 3 , 4W 3 , 4W (1) #4/0 CU GROUND IN 1" CONDUIT TO 5/8"00' CU CLAD GROUND THREE POINT GROUND FIELD, METALLIC WATER PIPE, CONCRETE ENCASED ELECTRODE AND BUILDING STEEL. BUILDING STEEL CONCRETE ENCASED ELECTRODE ELECTRICAL RISER DIAGRAM N.T.S. LASS 1000 FE;FE;6i _ 0 __M � ?:, ko`ierg,r.i4lc;niYc,nnSf'tocitaw+F.��ystem.i , �: SINGLE-PHAsEkWhMETER Features r.t+nu style Direct -read Z-line alpha-nurnerldLGD display 04ultiProMeterunit) Without multiplier displays accumulative kbltt and "real-time" k'Nload. K r " Available,in MNIU (Nlultiple Meter Unit) enclosures h s c ntainin LI. o 2 et i e a sr tt� 2 t o meters. n on corn ct en.io�Jre. 9 P P • [teVEnu-grade accuracy. JR Patented 0-2 volt output split -core: current sensors roni6te enhanced safety and acc6rate.remol:6 : s rnounttpg of current sensors up to 2,00Q feet from, meter without po\ver ipterrupti4n, (Optional ? �j s91id-core seusor;r available in 100 & 260 amp,) u fanaProrw Chnfguretien ■ Parallef up to three. (3) sets of current sensors G:m u 1t^ ti:x r uta^:Vl 3 l/4'11 for currlulahve.r.eading. Current sensor installation diagno§tics: ■' Fixed pulse output. Non-vciat le Memory., ■ Maintains reading In the event of polder failure., A Meter can betAsed in the following configurations;. I Phase � Wi.re � Phase 3•WirH For other, configurations, contact factory, a Industrial grade JIC steel enclosure (standard) lvith padlockinghasp & mounting flanges for indoor 11 1 tallaUon: Knockouts: 1 1116' (374" cond.) bottorni 7/8" (1/2" bond.) top. e Optional NEMAU polycarbonate enclosure.s with padlocltinq hasp & mounting flanges Tor indooricutdoor installation (Rand alone):With one 1 1/.16" KO on bottom of enclosure, ■ ULJCUL Listed. ■ Certified by itidependenktest lab to ANSI C 12..20 national aCc4racystandards. (r/-1J.ZX/ front'1",loto 10,0% of ratedload.), • California CTEP approved for use &ith.soIid-core. current sensors. Listed by the California Energy Commission.. Mod( -,I Numbers 120V, 1 -Pt ase; 2W (Supplied with (1.), split -cone current sen?or) E1 0 -212025-J KIT (25 Amp) El0-212050,JKlT (50.Antp) E10-21201,0QJKiT (1 W Pmp) EI 0.212020QJKIT (200 klip) 1201203-1401), 1- or 2 -Phase, 3W (Suppiiedtiwith (2) split -core current sensors) E10.320025-,1KIT (2§ Aird?) E 10.32085(1-J KIT (60 knp) E10-3200t00JKIT (100 Amp) E 10.3200200J KIT (200 Amp) 277V,'1 -Phase, 2W (Supplied with (1) split -core current senor) E I Q-227725•JKIT (25 Arrip) El0-227750-JKIT (59 Amp) E10-22771QQJKIT-000A,mP) E o-22.1720oJKiT('200.Arop) Optional M.oter.Enctoaures Repfaco "J" in model nurnger with.optional enclosure sXiecifcation. speaficatron M MMU Gonfigurahon (ekt E 10- 32051 DOM KJ Q Speciflcat!'on R NEMA44', Rauttight Epdosure- (e�. Et0 212025-RKtC) ■ 1`lew`York City approved, Con Edison approver) for ftSR program. .....--.- :n:.3 """"`"""'` (000) 334-3666 = w91rr,errion,cern Effective Date: 1211)201'1 Energyklctnt rinj AodMs CLASS 1000 METER LE;wMdW&wM cn'iray,,. grrferrrr €J,roro ivrda',u� ay5„ its `:.:" `NGINEERmr, SPECIFICATIONS a, Motor shalibe fully olectidnio with 2 -line alpfri-hmnaric LOD disptey for kilowatt-hour readings. Mater shall provide rate ol.consumption indication and also a tort sequence to ensura integrity of the display. m Meter shall rovide a load mdic to.r to indicate. real-time conesnptimt levats for field testing and cwtifi.cation. ■ Motor shall provide current sensor installation diagnostics indicator. ■ Mater all use 0.2 Volt output curroni sensors to allow paralleling and7orm6unting up to 2, Cog feet from the. meter. asnsors shall be of cplit.ore.configuration to allow installation without powering down. Ssneots shall W available frorn 25 amp to 2200 wisp. Sensors shall be optionally available in solid -cora configuration (100 3 200 amp.) IN Meter shall be enclosed in a heavy-duty JIC steel ericlosuro suitable for indoor installation: Motor enclosure provldes a mothod of locking to prevent unauthorized access. ■ Motor t.hall be optionally ayuilablo in rpt outdoor NEMA 4X polycarbonute enclosure with padlocking hasp: & mounting flanges for indoor netallation. ■ Motor shall be optionally availabia in. MMU (Mulliple Meter Conliguration)enclosures containing up to 24 malois in one compact enclosure. ■ Meter shall be UL ListediCUL Listed to latest applicabla standards for safety. ■ Meter shall be certified by a nationally recognized indopondont tort facility to ANSI C12.20 (d- 0.2% from 1'% to 100% of rated load) rpcicificatlons. ■ Meter hall be Y'alifornia CTEP approved for,use with solid -core current sensors, listed by the California Energy Commission, New York City approved and Con Edison approved for RSP program. ■ Motor&hall be provided with a non-volatile memory Io ma nnain reading during power outages. ■ Mater shall be provided with modular conne&or(s) to provide interfacing with: AMR (Automatic Moter Reading) Building ManagwnenvEnargy Managomont Systeme ■ Meters shall be compatible with E-Mcn Energy"' soitware. M JjcN 00Q) Q34 -366Q - www.amon.coni, Effective Dat.: 1211/2012 tnergyhloniro;irg Prof 443/4" FIRE RETARDENT PLYWOOD FLOOR TO CEILING BACKBOARD PAINTED GRAY - FINISHED FLOOR (1) 2" UNDERGROUND-, FOR TELEVISION SERVICE (TO PROPERTY LINE) E- E - (1) 2" UNDERGROUND' FOR TELEPHONE SERVICE FINISHED FLOOR TTB-1 ELECTRICAL RISER NOTES 10 EXISTING UTILITY COMPANY PAD MOUNTED TRANSFORMER. SECONDARY VOLTAGE = 120/208V 30, 4W. 35,752 SCA. 2[� NEMA 3R, 800A, 120/208V 3 PHASE MCB PANEL BRACED FOR 42KAIC. ALL BRANCH BREAKERS AND DOWNSTREAM PANELS SHALL BE SERIES RATED TO 42KAIC. n33 C.T. ELECTRICAL METER. ® CURRENT TRANSFER CABINET. STUB OUT ABOVE ACCESSIBLE CEILING GRID GROUND BUS #2 AW CU. TO BLG. GROUNDING ELECTRODE OR BLDG. STEEL DATA/COMMUNICATION RISER DIAGRAM WIRE AND CONDUIT SCHEDULE CONDUCTORS (U.O.N.) SYMBOL PER/PHASE NEUTRAL COPPER GROUND CONDUIT U AL X KCMIL 34PARAL 34PARAL P00 AL RALLEL SETS PARALLEL SETS --- 4" X (3) SETS O--- --- #4/0 AWG CU 1 -1/4- -1/4"O (D PULL WIRE --- --- 1-1/4" GRS O#250 KCMIL AL #250 KCMIL AL #2 KCMIL AL 4" (D L AL X L AL X 22PPARALLEL 50 I #1 AL X 2 (2)4" 2250 PARAL PARALLEL SETS SETS PARALLEL SETS 120V SURGE SUPPRESSOR - ;�� A-4 S/S J J J J J J J J J J J J EXTEND NEW FIRE ALARM �A CONDUCTORS TO NEW FIRE FIFE R R ALARM SYSTEM DEVICES. CONTRPANOL F F F F F F F F TYP. CLG MECHANICAL UNIT MOUNTED TYP. HVAC CONTROL SWITCH SHALL PROVIDE NEW POWER S.D. EQUIPMENT BE CONNECTED TO FACPUIT. SUPPLY AS REQUIRED SIGNALING LINE CIRC S/S FOR THE TOTAL BUILD OUT OF THE NEW SEE POWER PLAN FOR EXACT QUANTITIES AREA FINISHED FLOOR FINISHED FLOOR FIRE ALARM RISER DIAGRAM. N.T.S. FIRE ALARM SYSTEM SEQUENCE OF OPERATIONS (REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS) -- r A. FIRE ALARM SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES: F. ACTUATION OF ALARM NOTIFICATION APPLIANCES, ANNUNCIATION, AND ELEVATOR RECALL 1. MANUAL STATIONS. ACTUATION OF SUPPRESSION SYSTEMS SHALL OCCUR WITHIN 10 SECONDS AFTER THE 2. HEAT DETECTORS. ACTIVATION OF AN INITIATING DEVICE. 3. SMOKE DETECTORS. 4. VERIFIED AUTOMATIC ALARM OPERATION OF SMOKE DETECTORS. G. SMOKE -ALARM VERIFICATION: 5. AUTOMATIC SPRINKLER SYSTEM WATER FLOW. 1. INITIATE AUDIBLE AND VISIBLE INDICATION OF AN "ALARM VERIFICATION" SIGNAL AT THE B. FIRE ALARM SIGNAL SHALL INITIATE THE FOLLOWING ACTIONS: FACP. 1. ALARM NOTIFICATION APPLIANCES SHALL OPERATE CONTINUOUSLY. 2. ACTIVATE A LISTED AND APPROVED "ALARM VERIFICATION" SEQUENCE AT THE FACP AND 2. IDENTIFY ALARM AT THE FACP AND REMOTE ANNUNCIATORS. THE DETECTOR. 3. TRANSMIT AN ALARM SIGNAL TO THE REMOTE ALARM RECEIVING STATION. 3. RECORD EVENTS. 4. SWITCH HEATING, VENTILATING, AND AIR-CONDITIONING EQUIPMENT CONTROLS TO FIRE 4. SOUND GENERAL ALARM IF THE ALARM IS VERIFIED. ALARM MODE. 5. CANCEL FACP INDICATION AND SYSTEM RESET IF THE ALARM IS NOT VERIFIED. 5. RECORD EVENTS IN THE SYSTEM MEMORY. H. POWER SUPPLY FOR SUPERVISION EQUIPMENT: SUPPLY FOR AUDIBLE AND VISUAL EQUIPMENT C. SUPERVISORY SIGNAL INITIATION SHALL BE BY OPERATION OF AFIRE -PROTECTION SYSTEM FOR SUPERVISION OF THE AC POWER SHALL BE FROM A DEDICATED DC POWER SUPPLY, AND VALVE TAMPER. POWER FOR THE DC COMPONENT SHALL BE FROM THE AC SUPPLY. I. ALARM SILENCING, TROUBLE, AND SUPERVISORY ALARM RESET: MANUAL RESET AT THE D. SYSTEM TROUBLE SIGNAL INITIATION SHALL BE BY ONE OR MORE OF THE FOLLOWING DEVICES FACP AND REMOTE ANNUNCIATORS, AFTER INITIATING DEVICES ARE RESTORED TO NORMAL. OR ACTIONS: 1. SILENCING -SWITCH OPERATION HALTS ALARM OPERATION OF NOTIFICATION APPLIANCES AND 1. OPEN CIRCUITS, SHORTS AND GROUNDS OF WIRING FOR INITIATING DEVICE, SIGNALING LINE ACTIVATES AN "A SILENCE" "ALARM LENCE LIGHT. DISPLAY OF IDENTITY OF THE ALARM ZONE OR AND NOTIFICATION -APPLIANCE CIRCUITS. DEVICE IS RETAINED. 2. OPENING, TAMPERING, OR REMOVAL OF ALARM -INITIATING AND SUPERVISORY 2. SUBSEQUENT ALARM SIGNALS FROM OTHER DEVICES OR ZONES REACTIVATE NOTIFICATION SIGNAL -INITIATING DEVICES. APPLIANCES UNTIL SILENCING SWITCH IS OPERATED AGAIN. 3. LOSS OF PRIMARY POWER AT THE FACP. 3. WHEN ALARM -INITIATING DEVICES RETURN TO NORMAL AND SYSTEM RESET SWITCH IS 4. GROUND OR A SINGLE BREAK IN FACP INTERNAL CIRCUITS. OPERATED, NOTIFICATION APPLIANCES OPERATE AGAIN UNTIL ALARM SILENCE SWITCH IS 5. ABNORMAL AC VOLTAGE AT THE FACP. RESET. 6. A BREAK IN STANDBY BATTERY CIRCUITRY. 7. FAILURE BATTERY CHARGING. 8. ABNORMALL POSITION OF ANY SWITCH AT THE FACP OR ANNUNCIATOR. J. DUCT SMOKE DETECTORS SHALL BE PROGRAMED AS A SUPERVISORY SIGNAL/FUNCTION IN E. SYSTEM TROUBLE AND SUPERVISORY SIGNAL ACTIONS: RING TROUBLE BELL AND ANNUNCIATE ACCORDANCE WITH 9.6.3.2.2, NFPPA 101, 2012 ED. AS ADOPTED IN THE FFPC, 5TH ED. AT THE FACP AND REMOTE ANNUNCIATORS. RECORD THE EVENT. FIRE ALARM SYSTEM NOTE, FIRE ALARM SYSTEM RISER DIAGRAM IS DIAGRAMMATICAL AND IN ACCORDANCE WITH FLORIDA ADMINISTRATIVE CODE ARTICLE 61015 DESIGN OF ALARM SYSTEMS. SEE POWER PLAN FOR EXACT QUANTITIES OF DEVICES. WIRING SHALL BE AS RECOMMENDED BY SYSTEMS MANUFACTURER AND PER NFPA 72. THE FIRE ALARM CONTRACTOR IS REQUIRED TO PROVIDE ENGINEERED FIRE ALARM DOCUMENTS PER THE FLORIDA ADMINISTRATIVE CODE 61G15, CA# 26308 I17007.00 4798 NEW BROAD S[REEr v' Sui rE 000 ORLANDO, FL 32614 401.398.0007 (P) 407.398.6003 (F) f uIEy engineers, inc, "Proactive Engineering �Sotutlotm;" 1DATE, 8A/1V Comm., FIRE & EL- CTRICAL RISER DIAGRAMS PLAN FOR: .I-1IRS'It STI -4 E'I' .NL- lI ALT 212 W: S'T 1 ST Sr1T 1 ET SANFt'ORD, FAL, 32771 X` y`....`.V �',p''�i,. :M 1LZ�� IZC I I, LLC "' ''•� •C•E �'�.s� •. �� �.,,. ., j EZRY WALKE-l" :MILLS, SR. No3 3015 407.921.8795 MIL,ZARCII@G.N4!UL.CO:M lySTATE. OF lid • 4 ca TZ I 701 WEST Thitd Street, Sanford Fl. 32771 .r to II L � SEAL CDs 100% 02/09/18 PAGE: E4.1 w - � ICIM 014 MELW-L-1001 - Through-penetrdimFirestop Systems 10232014 ' ONLINE CERTIFICATIONS DIRECTORY System No. W -L-1001 CHEM -L-1001 Through-penetratlon Firestop Systems pane 8ottrm Design/System/Construction/Assembly Usage Disclaimer Authorities Having JuiiSdiction'shout d be consulted 'in 'al l 'cases as to the particular requirements covering the 1 Install ation and use of UL Certified' products... equipment, system, devices, and materials. * Authorities Having Jurisdiction'. should be consulted before construction. ,. t Fire resistance assemblies and products are developed by the design submitter and have been Investigated by UL for compllanee with appheable requirernents:,.,The published information cannot always address every coristruction nuance encountered in the field. r When field. Issues ariss,'it is recommended the first cW.act for assistance be the technical service staff provided by the product ensidufacturer::noted .for the designi Users of fire resistanceassemblies are advised to consult the general Guide Informationfor each. product category and each group of assemblies, !he,Guide Information Includes specifics concerning alternate materials and alternate methods of constructioo, • Only, products which bear UL's Mark are considered Certified, CHEZ —Through -penetration Firestop Systems Sop General Information for Throuoh-nenetration F're§t'OD SvstBms System No. W -L-1001 June 15,`2005 F Ratings— 1r 2, 3 and,4 iNr (Saa Itams 2 and 3) T Ratings 0, 1,'2,-3, aInd 4 He (5e0 HAM 3) L Rating At Ambient Tess than 1 CrrM/sq ft L Rating At Jim F — Mss than 1 cFM/tp ft SECTION A -A 1, .wall Ataoni bly — The 1, 2, 3 or 4 hr fire -rated gypsum wallbpard/stud wall assemblyshalf be constructed of the materials and in the manner' described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features WpBJAabsseulcorh/cd-birVXWitemplatelU5EXTAFRAAElsly pageftrnI?Kama=WEZ.W-L-1001Scanshortitle-Tfroughpenetration+Firestcp+Systems..; It3 I� TYPICAL FIRE WALL PENETRATION DETAIL NT AUTOMATIC MODE OPERATION: 1. WHEN SENSOR ACTIVATES, BOTH LOADS TURN ON. 2. LOADS TURN OFF WHEN SENSOR TIMES OUT. RECOMMENDED WIRE: 18-3 AWG STRANDED WIRE SHIELDED OR NON/SHIELDED RED (10-30VDC) RED (10-30VDC) BLUE (CONTROL) BLUE (CONTROL) BLACK BLACK RF SIGNAL PACK FOR RECEPTACLES ONW AND VNW MANUAL MODE t 8WR'CH 0 MUM TO TUN LOAD OK 2 LOAD WM OFF WHM SE NBM TLIES OUr OR WITH SWNTCNL & F DAYUC*ff SENSOR D ENABLED AND LIGHT LEVM 0 ABOVE SETPONr, LOAD WLL NOT TURN ON. ONW - AUTOMATIC MODE 1 WFBN SEMM ACTIVATES LOAD TUNE ON, 2 SWITCH CAN BE U8ED TO TUR! LOAD ON OR OFF. & F DAYL1W SENSOR 18 ENABLED AND LKBif LEVEL D ABOVE BETPOW, LOAD WILL NOT TUN ON. RED (24VDC ) BLUE (CONTROL -RELAY 1) BLACK (COMMON) YELLOW(CONTROL- RELAY 2) XHEZ.W-L-1001- Through -penetration Firestop Systems A. Studs — Wail framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51 by 102 mm) lumber spaced 16 in. (406 mm) OC with nom 2 by 4 in. (51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in. (92 mm) wide by 1-3/8 in. (35 mm) deep channels spaced max 24 in. (610 mm) OC. B. Gypsum Board* — Nom 1/2 or 5/8 in. (13 or 16 mm) thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation shall be as specified in the Individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm). 2. Through -Penetrant — One metallic pipe, conduit or tubing installed either concentrically or eccentrically within the firestop system. The annular space between pipe, conduit or tubing and periphery of opening shall be min of 0 in / (0 mm). (point contact) to max 2 in. (51 mm) Pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or tubing may be used: A. Steel Pipe — Nom 24 in. (610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe — Nom 24 in. (610 mm) diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in (305 mm) diam (or smaller) or Class 50 (or heavier) ductile iron pressure pipe. C. Conduit — Nom 6 in. (152 mm) diam (or smaller) steel conduit or nom 4 in (102 mm) diam (or smaller) steel electrical metallic tubing D. Copper Tubing — Nom 6 in, (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Copper Pipe — Nom 6 In. (152 mm) diam (or smaller) Regular (or heavier) copper pipe. F. Through Penetrating Product* — Flexible Metal Piping The following types of steel flexible metal gas piping may be used: 1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. GASTrrE, DIV OF TITEF LEX 3. Nom 1 In. (25 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG L L C 3. Fill, Void or Cavity Material* —Caulk or Sealant— Min 5/8. , 1-1/4,1-7/8 and 2-1/2 In. (16, 32, 48 and 64 mm) thickness of caulk for 1, 2, 3 and 4 hr rated assemblies, respectively, applied within annulus, flush with both surfaces of wall. Min 1/4 in. (6 mm) diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall, The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the wall assembly in which it is installed, as shown In the following table. The hourly T Rating of the firestop system Is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which It is installed, as tabulated below: Max Pipe or Conduit Diem In (mm) F Rating Hr T Rating Hr 1 (25) 1 or 2 O+, 1 or 2 1 (25) 3 or 4 3 or 4 4 (102) 1 or 2 0 6 (152) 3 or 4 0 12 (305) 1 or 2 0 +When copper pipe Is used, T Rating Is 0 h. 3M COMPANY — CP 25WB+ or FB -3000 WT. * Indicates such products shall bearthe UL or cUL Certification Mark for jurisdictions employing the UL or cULCertiflcation (such as Canada), respectively. Last Updated on 2005-06-15 uestions? Print this Dag e Terms of Use Page Top © 2014 UL LLC httpy/datebase.ul.com/cgi-bin/MAemplate/LISEXT/1FRAME(shovpage.html?neme=XHEZ.W-L-1001&ccnshortti0e=Throug-penetraHm+Firestop+Systems... 2/3 "USE BLACK LEAD FOR 120VAC. USE ORANGE LEAD FOR 277VAC. CAP UNUSED LEAD. HOT LINE NEUTRAL HOT •• WHITE BLUE(RELAY1 BLUE (RELAY 1 RED (RELAY 2) RED (RELAY 2) NOTES 1. SPD20-MV-NO SWITCHPACK SHOWN. 120/277VAC 20AMP RATING PER RELAY. 2. BLUE AND RED WIRE LEADS ARE NON -POLARITY SENSITIVE. LOAD "A" I I LOAD "B" (OPTIONAL MANUAL -OFF TOGGLE SWITCHES) 10/232014 XHEZ.W-L-1001 - Through -penetration Firestop Systems When the UL Leaf Mark is on the product, or when the word "Environment" Is included In the UL Mark, please search the UL Environment database for additional Information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so Identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Cc) 2014 UL LLC". http l/database.ul .com/cg-NnnMAempl ateA.ISEXT/1 F RAMEtshowpage.html?name=XH EZ. W -L-1001 &ccnshcrtt f e=Thraigh-penetrab cn+Fi restop+Systems... 3/3 4• COPPER BAR CADWELD CONNECTION TYPE "LK" s4/0 INSULATED COPPER GROUND CONDUCTOR TO BUILDING GROUINMG ELECTRODE CONDUCTOR DRILL & TAP FOR 1/4-20 HARDWARE 118 PLACES) 12• 1/2• 0 • 4 0 2• 2• No Elmo, 0.11.11,111 Ft I R R.4 2, ....... .... 4 1-U2• S• 1• 1-1/2• GROUND BAR SHALL BE INSTALLED 12" A.F.F. n tobn% fv r WALL & CEILING OCCUPANCY SENSOR DETAILS GROUND BUS DETAIL NTS MOVDE DUAL. CIRCUIT AS REQUIRED) NTS CA# 26308 I17007.00 4798 NEW BROAD STREET SUITE 300 ORLANDO, FL 32814 ' 407.398.6007 (P) 407.398.6003 (F) ng�nuity "Proartive Enr�fni�ering Soluticans" DATEr D/V1mr1 ELECTRICAL DE'T'AILS PLAN FOR: FIRST STREET MARKET 212 WEST 1 ST STREET SANFORD, FL 32771 e\0\1111111(l1/l/ Mq �'�'f f i MILZARCH LLC CDs 100% 4� : • ''•'C'E N'•'• �:: ' ` s�''••,�f JERRY WALKER MILLS, SR. 02/09/18 No.7301.5 A, 407.921.8795 MILZARCH@GMAIL.COM PAGE: P ::ATI" OF a '•. ,� AR0008314 •,,�, sT �,. 701 WEST Third Street, Sanford, I'l. 32771 E6.1 s� NA L �,�ti S °�b. '13m15 SEAL GENERAL DEMOLITION NOTES A. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS -C A C 1-< PARTIAL DEMOLITION FLOOR PLAN -ELECTRICAL CA# 26308 I17007.00 4798 NEW BROAD STREET i SUITE 300 ORLANDO, FL 32814 407.398.6007 (P) 407.398.6003 (F) 9'eclulty "Proactive Engineering Solutions" DATE eM1mn NOTE, R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM CIRCUIT TRACING FOR ALL BRANCH CIRCUITS CURRENTLY M THE SCOPE OF WORK AND TO DOCUMENT ALL AVAILABLE BRANCH CIRCUITS PRIOR TO CONSTRUCTION. OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING 01 PROPOSAL SO AS TO BECOME FAMILIAR WITH EXISTING WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE. THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE BY DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO BE UNDERSTOOD THAT O2 UNFORESEEN CONDI11ONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN EQUIPMENT ROUTING AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE Q3 NECESSARY AND IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL EXISTING CONDITIONS, PRIOR TO BID ® AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. B. ALL DEVICES AND EQUIPMENT NOT SHOWN AND IN AREAS OUTSIDE OF CONSTRUC11ON AREA SHALL REMAIN ACTIVE UNLESS OTHERWISE NOTED. INSTALL AS REQUIRED TO MAINTAIN CONTINUITY TO EXISTING DEVICES AND EQUIPMENT THAT REMAIN. C. ALL BRANCH CIRCUIT WIRING SHALL BE CONCEALED UNLESS OTHERWISE NOTED. D. ALL EQUIPMENT AND MATERIAL REMOVED AND NOT REUSED SHALL BE TURNED OVER TO THE OWNER OR AT THE OWNERS REQUEST DISPOSED OF BY THE CONTRACTOR. E. ALL ELECTRICAL DEVICES THAT ARE REMOVED SHALL BE REMOVED AS DIRECTED BY THE OWNER, AND CEILING OR WALL SHALL BE PATCHED TO MATCH EXISTING OR NEW FINISH. ALL PATCHES OR CEILING PLATES SHALL BE PATCHED OR PAINTED AS DIRECTED BY ARCHITECT. F. ALL EXISTING ELECTRICAL EQUIPMENT IS NOT SHOWN. IT IS THE I CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE IN HIS BID THE REMOVAL OF ALL EQUIPMENT, CONDUIT, WIRE, ETC. THAT IS NOT BEING REUSED BACK TO ITS SOURCE. G. ALL CONCRETE, WALL PATCHING, CEILING REPAIR, AND OTHER GENERAL WORK REQUIRED FOR INSTALLING THE ELECTRICAL SYSTEMS AND TO CONDTTIONOINSTALLED BY REPAIR TO "KE NEW��T J��jST CONTRACTOR• (COORDINATE GENERAL CONTRACTOR) H. PROVIDE AND INSTALL ANY ADDITIONAL HANGERS/SUPPORTS REQUIRED TO ACCOMMODATE ANY EQUIPMENT RELOCATION. I. COORDINATE ALL CEILING MOUNTED DEVICES WITH ARCHITECTURAL REFLECTED CEILING AND WORK OF ALL OTHER TRADES. J. ITEMS NOTED AS EXISTING TO BE REMOVED "DEMO" SHALL BE REMOVED COMPLETE. REMOVAL SHALL INCLUDE CONDUIT BOXES, HANGERS AND CONDUCTORS BACK TO BRANCH PANELBOARD. -C A C 1-< PARTIAL DEMOLITION FLOOR PLAN -ELECTRICAL CA# 26308 I17007.00 4798 NEW BROAD STREET i SUITE 300 ORLANDO, FL 32814 407.398.6007 (P) 407.398.6003 (F) 9'eclulty "Proactive Engineering Solutions" DATE eM1mn NOTE, R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM CIRCUIT TRACING FOR ALL BRANCH CIRCUITS CURRENTLY M THE SCOPE OF WORK AND TO DOCUMENT ALL AVAILABLE BRANCH CIRCUITS PRIOR TO CONSTRUCTION. �`tt�iiit i i l t ttl/��l/ :rtf STATE OF Q OR n � Sr O NA U SEAL PARTIAL DEMOLITION FLOOR PLAN - ELECTRICAL PLAN FOR: FIRST STREET MARKET 212 WEST 1 ST STREET S.ANFORD, FL 32771 MILZARCH, LLC JERRY WALKER MILLS, SR. 407.921.8795 MILZARCH@GMAIL.COM AR0008314 701 WEST Third Street, Sanford, Fl. 32771 CDs 100% 02/09/18 PAGE: ED.la REFERENCE NOTES 01 REMOVE ALL EXISTING POWER RECEPTACLES AND ASSOCIATED WIRING, BOXES AND CONDUIT, IN THIS AREA, BACK TO LABELED CEILING MOUNTED JUNCTION BOXES. UTILIZE EXISTING 120V 20A BRANCH CIRCUITS FOR NEW POWER SCOPE OF WORK. REFER TO E2.2a—b FOR EXACT NEW POWER REQUIREMENTS. O2 REMOVE ALL EXISTING FIRE ALARM DEVICES AND ASSOCIATED WIRING, BOXES AND CONDUff BACK TO POINT OF ORIGIN, UNLESS NOTED OTHERWISE. REFER TO DRAWING E2.2a—b FOR EXACT LOCATION AND SCOPE OF WORK. Q3 REMOVE ALL DATA/COMMUNICATION AND LOW VOLTAGE DEVICES AND ASSOCIATED WIRING, BOXES AND CONDUIT BACK TO POINT OF ORIGIN, UNLESS NOTED OTHERWISE. REFER TO DRAWING E2.2a,b FOR EXACT LOCATION AND SCOPE OF NEW WORK. ® REMOVE ALL EXISTING LIGHTING FIXTURES AND ALL ASSOCIATED WIRING BACK TO CEILING MOUNTED LABELED JUNCTION BOXES. UTILIZE EXISTING 120V 20A BRANCH CIRCUITS FOR NEW LIGHTING SCOPE OF WORK. REFER TO E2.1 a,b FOR EXACT NEW LIGHTING FIXTURE PLACEMENTS, CONTROLS AND SCOPE OF WORK. �`tt�iiit i i l t ttl/��l/ :rtf STATE OF Q OR n � Sr O NA U SEAL PARTIAL DEMOLITION FLOOR PLAN - ELECTRICAL PLAN FOR: FIRST STREET MARKET 212 WEST 1 ST STREET S.ANFORD, FL 32771 MILZARCH, LLC JERRY WALKER MILLS, SR. 407.921.8795 MILZARCH@GMAIL.COM AR0008314 701 WEST Third Street, Sanford, Fl. 32771 CDs 100% 02/09/18 PAGE: ED.la In PARTIAL DEMOLITION FLOOR PLAN - ELECTRICAL SCALE: 1/8" = V-0" NORTH H GENERAL DEMOLITION NOTES A. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSAL SO AS TO BECOME FAMILIAR WITH EXISTING WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE. THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE BY DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN EQUIPMENT ROUTING AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL EXISTING CONDITIONS, PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. B. ALL DEVICES AND EQUIPMENT NOT SHOWN AND IN AREAS OUTSIDE OF CONSTRUCTION AREA SHALL REMAIN ACTIVE UNLESS OTHERWISE NOTED. INSTALL AS REQUIRED TO MAINTAIN CONTINUITY TO EXISTING DEVICES AND EQUIPMENT THAT REMAIN. C. ALL BRANCH CIRCUIT WIRING SHALL BE CONCEALED UNLESS OTHERWISE NOTED. D. ALL EQUIPMENT AND MATERIAL REMOVED AND NOT REUSED SHALL BE TURNED OVER TO THE OWNER OR AT THE OWNERS REQUEST DISPOSED OF BY THE CONTRACTOR. E. ALL ELECTRICAL DEVICES THAT ARE REMOVED SHALL BE REMOVED AS DIRECTED BY THE OWNER, AND CEILING OR WALL SHALL BE PATCHED TO MATCH EXISTING OR NEW FINISH. ALL PATCHES OR CEILING PLATES SHALL BE PATCHED OR PAINTED AS DIRECTED BY ARCHITECT. F. ALL EXISTING ELECTRICAL EQUIPMENT IS NOT SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIAR WITH ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE IN HIS BID THE REMOVAL OF ALL EQUIPMENT, CONDUIT, WIRE, ETC. THAT IS NOT BEING REUSED BACK TO ITS SOURCE. G. ALL CONCRETE, WALL PATCHING, CEILING REPAIR, AND OTHER GENERAL WORK REQUIRED FOR INSTALLING THE ELECTRICAL SYSTEMS AND TO REPAIR TO "LIKE NEW CONDITION" TO BE PROVIDED AND INSTALLED BY CONTRACTOR. (COORDINATE WITH GENERAL CONTRACTOR). H. PROVIDE AND INSTALL ANY ADDITIONAL HANGERS/SUPPORTS REQUIRED TO ACCOMMODATE ANY EQUIPMENT RELOCATION. I. COORDINATE ALL CEILING MOUNTED DEVICES WITH ARCHITECTURAL REFLECTED CEILING AND WORK OF ALL OTHER TRADES. J. ITEMS NOTED AS EXISTING TO BE REMOVED "DEMO" SHALL BE REMOVED COMPLETE. REMOVAL SHALL INCLUDE CONDUIT BOXES, HANGERS AND CONDUCTORS BACK TO BRANCH PANELBOARD. NOTE, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM CIRCUIT TRACING FOR ALL BRANCH CIRCUITS CURRENTLY IN THE SCOPE OF WORK AND TO DOCUMENT ALL AVAILABLE BRANCH CIRCUITS PRIOR TO CONSTRUCTION. REFERENCE NOTES 01 REMOVE ALL EXISTING POWER RECEPTACLES AND ASSOCIATED WIRING, BOXES AND CONDUIT, IN THIS AREA, BACK TO LABELED CEILING MOUNTED JUNCTION BOXES. UTILIZE EXISTING 120V 20A BRANCH CIRCUITS FOR NEW POWER SCOPE OF WORK. REFER TO E2.2a—b FOR EXACT NEW POWER REQUIREMENTS. Q2 REMOVE ALL EXISTING FIRE ALARM DEVICES AND ASSOCIATED WIRING, BOXES AND CONDUIT BACK TO POINT OF ORIGIN, UNLESS NOTED OTHERWISE. REFER TO DRAWING E2.2a—b FOR EXACT LOCATION AND SCOPE OF WORK. Q3 REMOVE ALL DATA/COMMUNICATION AND LOW VOLTAGE DEVICES AND ASSOCIATED WIRING, BOXES AND CONDUIT BACK TO POINT OF ORIGIN, UNLESS NOTED OTHERWISE. REFER TO DRAWING E2.2a,b FOR EXACT LOCATION AND SCOPE OF NEW WORK. ® REMOVE ALL EXISTING LIGHTING FIXTURES AND ALL ASSOCIATED WIRING BACK TO CEILING MOUNTED LABELED JUNCTION BOXES. UTILIZE EXISTING 120V 20A BRANCH CIRCUITS FOR NEW LIGHTING SCOPE OF WORK. REFER TO E2.1 a,b FOR EXACT NEW LIGHTING FIXTURE PLACEMENTS, CONTROLS AND SCOPE OF WORK. No.7301a [NI PLUMBING SPECIFICATIONS PART 1 GENERAL PART 2 PRODUCTS 1.1 SECTION INCLUDES 2.1 PIPE HANGERS AND SUPPORTS A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 15 SECTIONS, A. MANUFACTURERS: HOUR IN ADDITION TO DIVISION 1 - GENERAL REQUIREMENTS. ARCHITECTURAL INV INVERT ELEVATION AUTO AUTOMATIC 1. B -LINE 1.2 SCOPE BLDG BUILDING MIN MINIMUM CD 2. OTHER ACCEPTABLE MANUFACTURERS OFFERING EQUIVALENT A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, CLG PRODUCTS. NIC EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS CO CLEAN-OUT NO CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE COND A) MICHIGAN HANGER. NTS SUPERVISION, OPERATION, METHODS AND LABOR FOR THE CONT CONTINUATION PSI FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL CMU B) PHD. PVC PLUMBING INSTALLATION. CW COLD WATER (CITY) R RISE 2.2 HOT WATER PIPING INSULATION B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND ARE EL ELEVATION SHOCK ABSORBER INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO INDICATE A. MANUFACTURERS: RM THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. BECAUSE OF ELEC ELECTRIC SAN THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS PIPE EEW 1. OWENS-CORNING FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT BE SHOWN. THIS 'F DEGREES FAHRENHEIT SPEC CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE EQUIPMENT TO ECO 2. JOHNS -MANVILLE TEMP FIT THE SPACE PROVIDED. THE LOCATION AND SIZES FOR PIPE FITTINGS, FCO FLOOR CLEANOUT TYP SLEEVES, INSERTS, FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC FD 3. KNAUF V ITEMS REQUIRED BY CODE AND OTHER SECTIONS SHALL BE COORDINATED GAL GALLONS VTR AND INCLUDED FOR THE PROPER INSTALLATION OF THE WORK. B. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS INSULATION. W/ WITH GPM 'K' VALUE .024 0 75 DEGREES F. C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH MINUTE HB HOSE BIBB 1-1/2" ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS AND DEVICES C. VAPOR BARRIER JACKET, KRAFT PAPER WITH GLASS FIBER YARN AND 1/2" WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT PERFORMANCE OVALYN COUNTERTOP OVAL SELF RIMMING, VITREOUS CHINA LAVATORY, CONCEALED BONDED TO ALUMINUM FILM. CLOSURE SYSTEM SHALL BE UL 181. 2 HANDLE FAUCET SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE INCLUDED BY THE INSTALLER D. INSULATION THICKNESS 1 -1/2 - OF THE EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO ADDITIONAL COST INCURRED. 2.3 SANITARY/GREASE SEWER PIPING, ABOVE AND BELOW GRADE: D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER SECTIONS OF A. PVC: ASTM D2665 SCHEDULE 40 PVC PIPING. THE SPECIFICATION, THE CONTRACTOR FOR THIS DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY OTHERS, AND SHALL MAKE ALL WALL ARM & ESCUTCHEONS. 'BRASSCRAFT' ANGLE VALVE SUPPLY RISERS W/LOOSE KEY 1. FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. FINAL CONNECTIONS. CONTRACTOR SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURERS 2. JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL BE L-2 RECOMMENDATIONS. 1-1/2" INSTALLED IN ACCORDANCE WITH ASTM D2855. E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. TIGHT 2.4 VENT PIPING, ABOVE GRADE: LUCERNE 20X18 WALL HUNG, VITREOUS CHINA LAVATORY , INTEGRAL BACKSPLASH, AM SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION OF ALL ADA TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OF THE A. PVC: ASTM D2665 SCHEDULE 40 PVC PIPING. 0355012.020 ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR INSTALLS HIS SINGLE LEVER FAUCET WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE 1. FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. ANY INTERFERENCE WITH THE WORK OF THE OTHER TRADES THIS WITH TAILPIECE, C.P. BRASS P -TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT' CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO CORRECT THE 2. JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL BE CONDITION AT NO ADDITIONAL COST TO THE PROJECT. INSTALLED IN ACCORDANCE WITH ASTM D2855. F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES PRIOR TO 2.5 WATER PIPING, ABOVE GRADE INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT CONNECTIONS. UTILIZE A. CPVC PIPING & FITTINGS: ASTM D1784 PIPE COMPOUND CELL CLASS REDUCERS WHERE EQUIPMENT CONNECTIONS ARE SMALLER THAN PIPE 24448 SIZES INDICATED ON PLANS, NO PIPING SHALL BE DECREASED IN SIZE (IN PROVIDE MANUFACTURER RECOMMENDED CARRIER. HS -1 LAVATORY THE DIRECTION OF FLOW). 1-1/4" 1. JOINTS: ASTM F493 SOCKET TYPE WITH SOLVENT CEMENT ASTM F402 1/2" 1/2" EAGLE GROUP NSF INTERNATIONAL APPROVED MFG. COMPATIBLE. G. EXAMINATION OF BIDDING DOCUMENTS: 2. FLOWGUARD GOLD CPVC PIPE AS MFG. BY NOVEON INC. DEEP -DRAWN POSITIVE DRAIN SINK BOWL, INVERTED "V" EDGE TO PREVENT SPILLAGE, 1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY SINGLE LEVER FAUCET AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ENGINEER 2.6 WATER PIPING, BELOW GRADE & OUTSIDE BUILDING: FOR INTERPRETATION OR CORRECTION OF ANY AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY INTERPRETATION OR A. CPVC PIPING & FITTINGS: ASTM D1784 PIPE COMPOUND CELL CLASS CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ENGINEER. 24448• ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID INSULATE P -TRAP AND SUPPLIES WITH 'TRUEBRO' INSULATION KIT. POWERS LFE480 DOCUMENTS BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL 1. JOINTS: ASTM F493 SOCKET TYPE WITH SOLVENT CEMENT ASTM F402 N ; RELY UPON ANY INTERPRETATION OR CORRECTION GIVEN BY ANY INTERNATIONAL APPROVED MFG. COMPATIBLE. OTHER METHOD. EWC-1 ELECTRIC WATER COOLER 2" 1-1/2" 1-1/2" 2. FLOWGUARD GOLD CPVC PIPE AS MFG. BY NOVEON INC. H. SUBSTITUTIONS: LOWER BUBBLER 367AFF; UPPER 417AFF. WALL/FLUSH MOUNTED CAPACITY TO DELIVER DUAL LEVEL 1. EXCEPT AS PROVIDED BELOW, EACH BIDDER REPRESENTS THAT HIS PART 3 INSTALLATION BID IS BASED UPON THE MATERIALS AND EQUIPMENT DESCRIBED IN EZSTL8C 8 GPH OF 50'F. WATER WITH INLET TEMP. OF 80'F AND ROOM TEMP. OF 90-F., THE BIDDING DOCUMENTS. A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. STAINLESS STEEL BASIN & PEWTER VINYL W/ 1/5 HP.,120V, 60 CYCLE, 1 PH. W/ 2. NO SUBSTITUTIONS FOR OTHER MATERIALS AND EQUIPMENT WILL BE CONSIDERED UNLESS WRITTEN REQUEST HAS BEEN SUBMITTED TO B. PROVIDE NON -CONDUCTING DIELECTRIC CONNECTIONS WHEREVER THE ENGINEER FOR APPROVAL AT LEAST TEN (10) DAYS PRIOR TO JOINTING DISSIMILAR METALS. THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE, C. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. BACKFLOW THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO - - SEE PLAN SUBSTITUTED, SUBSTIED, DRAWINGS, CUTS, PERFORMANCE AND TEST DATA D. INSTALL PIPING TO CONSERVE BUILDING SPACE AND NOT OR INFORMATION NECESSARY FOR A COMPLETE EVALUATION. INTERFERE WITH USE OF SPACE. 3. IF THE ENGINEER APPROVES ANY PROPOSED SUBSTITUTION, SUCH E. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. EQUIPMENT. ASSE 1022 APPROVED DUAL CHECK WITH ATMOSPHERIC VENT. APPROVAL WILL BE ISSUED AS AN ADDENDUM FORWARDED TO ALL FLOOR SINK SEE PLAN - PARTICIPATING BIDDERS. F. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WATTS 12X12X8 FLOOR SINK, CAST IRON BODY, WHITE ACID RESISTANT PORCELAIN ENAMEL WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. 4. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY SUBSTITUTION FROM THE ENGINEER PRIOR TO THE OPENING OF G. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO BIDS, THEN HE SHALL BASE HIS BID ON ITEMS AND SYSTEMS AS VALVES AND FITTINGS. SPECIFIED IN BID DOCUMENTS. CONNECTION FD -1 FLOOR DRAIN H. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. - 5. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL FORM WHICH - COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH APPROPRIATE EPDXY-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE ARE PRIOR APPROVED BY THE ENGINEER WILL BE INCORPORATED STANDARD ROUND ARCHITECTURAL SECTION. INTO THE CONTRACT WITH THE SUCCESSFUL BIDDER. FD100-5A-7 MEMBRANE CLAMP AND ADUSTABL.E COLLAR WITH SEEPAGE SLOTS AND 5" TYPE "A" I. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO 6. REQUESTS FOR ANY SUBSTITU11ONS NOT SUBMITTED AND APPROVED ENSURE PROPER SLOPE AND COVER. IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS WILL BE DENIED BY NICKEL BRONZE STRAINER, 1/2" TRAP PRIMER CONNECTION SA SHOCK ARRESTOR THE ENGINEER. J. ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONNECTION TO - - SIOUX CHIEF NEW WORK TO ENSURE PROPER SLOPE AND COVER. 1.3 REGULATORY REQUIREMENTS K. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH 650 SERIES WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE TPV-1 PRIMER TO WELDING. - GOVERNMENTAL BODIES HAVING JURISDICTION. L. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE - PRECISION PLUMBING CORROSION RESISTANT BRASS TRAP PRIMER, 1/2" COLD WATER INLET AUTOMATICALLY THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED 1.4 CUTTING AND PATCHING OIL ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE SYSTEM. A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ELEMENTS. M. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY PR -500 AAV OF FIXTURES WHERE REQUIRED. ARRESTORS SHALL BE FACTORY B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM CUTTING - FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE - AND PATCHING WHICH EFFECT: AUTOMATIC AIR ADMITTANCE VALVE WITH VENTED ACCESS PANEL LOCATE FULLY INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS ZURN, JOSAM, SIOUX CHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI -A, FOR 1. INTEGRITY OF WEATHER PROOFING MATERIALS. TEC -VENT 12-32 FU'S PDI -B, 33-60 FU'S PDI -C, 61-113 FU'S PDI -D. FCO 2. EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. SEE PLAN - - 3. VISUAL QUALITIES OF SIGHT. - ZURN "LEVEL-TROL" ADJUSTABLE FINISHED FLOOR CLEANOUT, DURA -COATED CAST IRON BODY 4. WORK OF OWNER OR SEPARATE CONTRACTOR. C. NO STRUCTURAL ELEMENTS TO BE CUT WITHOUT PRIOR APPROVAL OF THE Z1400 ARCHITECT. ABBREVIATIONS AD ACCESS DOOR HD HEAD AFF ABOVE FINISHED FLOOR HW HOT WATER APPROX APPROXIMATELY HR HOUR ARCH ARCHITECTURAL INV INVERT ELEVATION AUTO AUTOMATIC LBS POUNDS BLDG BUILDING MIN MINIMUM CD CONDENSATE DRAIN NC NORMALLY CLOSED CLG CEILING NIC NOT IN CONTRACT CO CLEAN-OUT NO NORMALLY OPEN COND CONDENSATE OR CONDENSER NTS NOT TO SCALE CONT CONTINUATION PSI POUNDS PER SQUARE INCH CMU CONCRETE MASONRY UNIT PVC POLYVINYL CHLORIDE CW COLD WATER (CITY) R RISE FLOOR CLEANOUT KOHLER REQ'D REQUIRED EL ELEVATION SHOCK ABSORBER RM ROOM ELEC ELECTRIC SAN SANITARY EEW EMERGENCY EYE WASH 'F DEGREES FAHRENHEIT SPEC SPECIFICATION ECO EXTERIOR CLEANOUT TEMP TEMPERATURE FCO FLOOR CLEANOUT TYP TYPICAL FD FLOOR DRAIN V VENT LINE GAL GALLONS VTR VENT THRU ROOF GPH GALLONS PER HOUR W/ WITH GPM GALLONS PER MINUTE WCO WALL CLEANOUT HB HOSE BIBB 1-1/2" 1-1/4" GENERAL NOTES 1. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. THIS SET OF PLANS IS DESIGNED TO BE IN ACCORDANCE WITH FLORIDA PLUMBING CODE 2014 EDITION WITH SUPPLEMENTS. 2. ALL DRAINAGE PIPING OVER 2" IN DIAMETER SHALL HAVE A 1/8" PER FOOT SLOPE AND ALL DRAINAGE PIPING 2" OR LESS IN DIAMETER SHALL HAVE A 1/4" PER FOOT SLOPE UNLESS OTHERWISE NOTED. 3. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 4. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. 5. THE LOCATION AND SIZE OF THE EXISTING PIPING SHOWN ON THIS SHEET ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY EXACT SIZE, INVERT ELEVATIONS AND LOCATIONS OF ALL EXISTING PIPING PRIOR TO STARTING WORK. CONTRACTOR SHALL MODIFY EXISTING PIPE AS REQUIRED TO ACCOMMODATE NEW FIXTURES. PLUMBING LEGEND FIXTURE WATER HEATER PAN DRAIN CD COND. DRAIN - - -CD- - - COND. DRAIN UNDERGROUND --------- COLD WATER SUPPLY DESCRIPTION EQUIPMENT G GAS - - G--- GAS UNDERGROUND GR GREASE ---GR--- GREASE UNDERGROUND ----110'---- 110' HOT WATER SUPPLY --- ---- HOT WATER RETURN SAN SANITARY - - -SAN- - - SANITARY UNDERGROUND ------------ VENT NOTES: 1. PROVIDE WITH THERMAL EXPANSION VALVE OR THERMAL EXPANSION TANK, T & P RELIEF VALVE. 2. PROVIDE VACUUM RELIEF VALVE PER CODE FOR BOTTOM FED WATER HEATERS. DIRECTION OF FLOW IN PIPE PIPE UP O PIPE DOWN --i�r- BALL VALVE CHECK VALVE, HORIZONTAL SWING C CAPPED LINE ® NEW POINT OF CONNECTION TO EXISTING ® POINT OF REMOVAL FOR DEMOLITION -FF HOSE BIBB ®C FLOOR DRAIN INTEG. FLOOR SINK 1/2" FLOOR CLEANOUT KOHLER 2 -WAY EXTERIOR CLEANOUT -i I WALL CLEANOUT 0 SHOCK ABSORBER PLUMBING FIXTURE SCHEDULE FIXTURE FIXTURE TYPE WASTE TRAP VENT C.W. H.W. MANUFACTURER DESCRIPTION NO. INLET OUTLET CONN. REMARKS CONN. CONN. CONN. / MODEL # 119 WC -1 WATER CLOSET 3" INTEG. 2" 1/2" - KOHLER 15" RIM HEIGHT, TANK TYPE, 1.6GPF, SIPHON JET, 12" ROUGH IN, FLOOR MOUNTED SEE NOTES NOTES: 1. PROVIDE WITH THERMAL EXPANSION VALVE OR THERMAL EXPANSION TANK, T & P RELIEF VALVE. 2. PROVIDE VACUUM RELIEF VALVE PER CODE FOR BOTTOM FED WATER HEATERS. PROVIDE AQUASTAT kz K3978 ELONGATED BOWL 1YR WARRANTY. BRASSCRAFT' ANGLE STOP SUPPLY & ESCUTCHEON. SOLID PLASTIC, CLOSED FRONT, ELONGATED SEAT. WC -2 WATER CLOSET 3" INTEG. 2" 1/2" - KOHLER 16 1/2" RIM HEIGHT, TANK TYPE, 1.6GPF, SIPHON JET, 12" ROUGH IN, FLOOR ADA TANK K3979 MOUNTED ELONGATED BOWL, VITREOUS CHINA, 1YR WARRANTY. K-4636 TOILET SEAT. K-7637 ANGLE SUPPLY WITH STOP. UR -1 URINAL 2" INTEG 1-1/2" 3/4" - AMERICAN STANDARD LYNBROOK, ADA MOUNTING RIM HEIGHT, WALL HUNG BLOWOUT TYPE, 1.OGPF, 1 6601012.020 ,1/4" TOP SPUD, VITREOUS CHINA, MANUAL FLUSH VALVE AM STD 6045601.002. PROVIDE MANUFACTURER RECOMMENDED CARRIER. L-1 LAVATORY 1-1/2" 1-1/4" 1-1/2" 1/2" 1/2" AMERICAN STANDARD OVALYN COUNTERTOP OVAL SELF RIMMING, VITREOUS CHINA LAVATORY, CONCEALED 2 HANDLE FAUCET 0476028.020 FRONT OVERFLOW, AM STD 7075202.002 4" CENTERSET FAUCET, 2 METAL LEVER HANDLES, POP UP DRAIN. GRID STRAINER WITH TAILPIECE, C.P. BRASS P -TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT' ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. POWERS LFE480E ASSE 1070 TMV. L-2 LAVATORY 1-1/2" 1-1/4" 1-1/2" 1/2" 1/2" AMERICAN STANDARD LUCERNE 20X18 WALL HUNG, VITREOUS CHINA LAVATORY , INTEGRAL BACKSPLASH, AM ADA 0355012.020 STD 7385058.002 4" CENTERSET FAUCET, SINGLE LEVER HANDLE, POP UP STRAINER SINGLE LEVER FAUCET WITH TAILPIECE, C.P. BRASS P -TRAP WITH WALL ARM & ESCUTCHEONS. 'BRASSCRAFT' ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. INSULATE P -TRAP AND SUPPLIES WITH 'TRUEBRO' INSULATION KIT. POWERS LFE480 ASSE1070 TMV, WATTS TCA -411. PROVIDE MANUFACTURER RECOMMENDED CARRIER. HS -1 LAVATORY 1-1/2" 1-1/4" 1-1/2" 1/2" 1/2" EAGLE GROUP WALL MOUNTED SINK CONSTRUCTED OF TYPE 304 STAINLESS STEEL, ALL -WELDED WITH ADA HSAD-10-F DEEP -DRAWN POSITIVE DRAIN SINK BOWL, INVERTED "V" EDGE TO PREVENT SPILLAGE, SINGLE LEVER FAUCET DRAIN AND DECK MOUNTED GOOSENECK FAUCET. PROVIDE BRASS P -TRAP, ESCUTCHEONS AND 'BRASSCRAFT' ANGLE VALVE SUPPLY RISERS W/LOOSE KEY STOPS. INSULATE P -TRAP AND SUPPLIES WITH 'TRUEBRO' INSULATION KIT. POWERS LFE480 ASSE1070 TMV, WATTS TCA -411. PROVIDE MANUFACTURER RECOMMENDED CARRIER. EWC-1 ELECTRIC WATER COOLER 2" 1-1/2" 1-1/2" 1/2" ELKAY LOWER BUBBLER 367AFF; UPPER 417AFF. WALL/FLUSH MOUNTED CAPACITY TO DELIVER DUAL LEVEL EZSTL8C 8 GPH OF 50'F. WATER WITH INLET TEMP. OF 80'F AND ROOM TEMP. OF 90-F., STAINLESS STEEL BASIN & PEWTER VINYL W/ 1/5 HP.,120V, 60 CYCLE, 1 PH. W/ OVERLOAD PROTECTION 1 1/2- P -TRAP STOP VALVE, CORD & PLUG. PROVIDE MANUFACTURER RECOMMENDED CARRIER. BP -1 BACKFLOW - - - SEE PLAN - WATTS CERTIFIED TO ANSI/NSF STANDARD 18 FOR MANUAL FOOD AND BEVERAGE DISPENSING PREVENTER SD -3 EQUIPMENT. ASSE 1022 APPROVED DUAL CHECK WITH ATMOSPHERIC VENT. FS -1 FLOOR SINK SEE PLAN - - 1/2" - WATTS 12X12X8 FLOOR SINK, CAST IRON BODY, WHITE ACID RESISTANT PORCELAIN ENAMEL 12" SQ FS740-FC-7-150 COATED GRATE & INTERIOR, ANCHOR FLANGE, CLAMP COLLAR, TRAP PRIMER CONNECTION FD -1 FLOOR DRAIN SEE PLAN - - 1/2" - WATTS EPDXY-COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE STANDARD ROUND FD100-5A-7 MEMBRANE CLAMP AND ADUSTABL.E COLLAR WITH SEEPAGE SLOTS AND 5" TYPE "A" NICKEL BRONZE STRAINER, 1/2" TRAP PRIMER CONNECTION SA SHOCK ARRESTOR - - - - - SIOUX CHIEF SIZE PER MANUFACTURER'S RECOMMENDATIONS. PDI CERTIFIED. 650 SERIES TPV-1 TRAP PRIMER VALVE - - - 1/2" - PRECISION PLUMBING CORROSION RESISTANT BRASS TRAP PRIMER, 1/2" COLD WATER INLET AUTOMATICALLY PRODUCTS OPERATED BY PRESSURE DROP OF 10 PSIG. PR -500 AAV AIR ADMITTANCE VALVE - 1-1/2" - - - STUDOR AUTOMATIC AIR ADMITTANCE VALVE WITH VENTED ACCESS PANEL LOCATE FULLY TEC -VENT ACCESSIBLE. FCO FINISHED FLOOR CLEANOUT SEE PLAN - - - - ZURN "LEVEL-TROL" ADJUSTABLE FINISHED FLOOR CLEANOUT, DURA -COATED CAST IRON BODY Z1400 WITH GAS AND WATERTIGHT ABS TAPERED THREADED PLUG, AND ROUND SCORIATED SECURED TOP. ADJUST TO FINISHED FLOOR (COORDINATE TOP FINISH WITH ARCHITECT). WCO WALL CLEAN-OUT SEE PLAN -- - - - ZURN CAST IRON CLEAN-OUT TEE, DURA COATED BODY, GAS AND WATERTIGHT ABS TAPERED Z1446 THREAD PLUG AND ROUND, SMOOTH STAINLESS STEEL WALL ACCESS COVER WITH SECURING SCREW. ECO EXTERIOR CLEANOUT SEE PLAN - - - - ZURN HEAVY TRAFFIC AREA EXTERIOR CLEANOUT WITH ACCESS COVER AND TWO-WAY FITTING. Z -1400 -HD SEE PLANS FOR PIPE SIZE CONNECTION. NOTE: ALL PLUMBING FIXTURES SHALL BE SUPPLIED WITH WATTS "FLOODSAFE" AUTO -SHUT OFF CONNECTOR TYPE SUPPLY RISERS WITH BRAIDED STAINLESS STEEL CONNECTORS. THIS SHALL INCLUDE ALL FAUCETS, TOILETS, WASHING MACHINES, DISHWASHERS & ICE MAKERS. PROVIDE FULLY ACCESSIBLE SHOCK ARRESTORS ON SUPPLIES TO WASHING MACHINES, ICE MAKERS AND DISHWASHERS. ELECTRIC WATER HEATER SCHEDULE UNIT # TYPE GALLONS KW INPUT AMPS GPH C. 0 100E RISE VOLTAGE SHIPPING WEIGHT (LBS.) DIMENSIONS INLET OUTLET MANUFACTURER REMARKS MANUFACTURER MODEL # EWH-1 ELECTRIC 119 40.5 194.7 166 208V-3PH 390 62-1/4" x 29-1 2"0 A.O. SMITH DRE -120-40.5 SEE NOTES NOTES: 1. PROVIDE WITH THERMAL EXPANSION VALVE OR THERMAL EXPANSION TANK, T & P RELIEF VALVE. 2. PROVIDE VACUUM RELIEF VALVE PER CODE FOR BOTTOM FED WATER HEATERS. PROVIDE AQUASTAT kz RECIRCULATING PUMP SCHEDULE UNIT # TYPE GPM HEAD FT. H2O CONN. SIZE MOTOR DATA SELECTION BASED ON: REMARKS INLET OUTLET WATTS RPM VOLT PH. MANUFACTURER MODEL HWRP-1 IN-LINE 5 15 3/4" 3/4" 92 2940 120 1 PH BELL & GOSSETT NBF-18S PROVIDE AQUASTAT INSTANTANEOUS WATER HEATER MARK MANUFACTURER MODEL NUMBER VOLTAGE/ KW AMPERAGE TEMP RISE SIZE (IN.) OPERATIONAL PHASE WEIGHT (LBS). IWH-1 EEMAX SP3208 208/1 3.0 15 41'F 0 0.5 GPM 10.75"x5.25x2.78" 4 REMARKS: PROVIDE WITH MOUNTING BRACKETS, DISCONNECT SWITCH AND STAINLESS STEEL BRAIDED WATER CONNECTIONS. `�t���rrrrlS Al ���r►�rv��ji o r = No.69922 . 2" y, 1 IXISTING WATER COOLER TO REMAIN I w FD -1 GC 3N 914' " Af r \ 0 3N1 '2 1 i J4" F�40-- 4" 4--- T -0- 4N -- 4---------- —i----- 4"----- �i— 4------�0EC4 ----- �--v/I- ---------------------- � I - 7 T Em _ 14" (4" r 14» i4» - .' I 2" 1 14.�+ -- -- - -_o ------------ EM kM FCO EM 0F�4 1 �� 4 l i2 3"vrR I 1=l Tip T `�NAN T 501 5F FUTU )E T NIANT 55 r -P �1 � 1TU T N N T 5(51 5F ��� � EE "FENIA� T 501 --------- 4 ------------ 4 ----1--- ------- 4------ -� �2* r 4"GR AND 4"SAN UNDERGROUND.UE It `'. PROVIDE FC0STUQBED UP 6m EL?�- » VIM W7 r A.F.F. FOR FUTURE CONNECTION. L . 1 2"VENT UP IN WALL 1 (TYP. OF 4)= " TERMINATE AT ROOF ;�� 1 WITH GOOSENECK AND 1 3"VTR. CONTRACTOR SHALL D-1 J. 4 IcL_2 INSECT SCREEN 1,250 GALLON GREASE 1 COORDINATE EXACT LOCATION 3»— — ` 12" INTERCEPTOR. SEE DETAIL I EQUIPMENT ON ROOF.WC_2 ,--i WC -2 2" VENT FOR MORE INFORMATION wco I" ------ ----- ---------- 1 2 -WAY--- i �--- i 0 0 11--o--'10 i $--- --�1 2-WAYZ- 0­1N) --------------------------� 2 -WAY 4ECO-1 I I.E. _ -3-6" B.F.F. A4"ECO-1- 1 SAMPLE BOX, SEE DETAIL WAY i 4"ECO_1 1,250 GALLON GREASE L� J INTERCEPTOR. SEE DETAIL T I FOR MORE INFORMATION J' 4"SANITARY UNDERGROUND. SEE CIVIL _I....�AST CONTI UATION4WINGS FOR PLUMBING FLOOR PLAN - SANITARY AND GREASE SCALE: 1/8" = 11-0" , 'C in HW, HWR & W,ROUI`l=Q MODIFY IXISTI ' CW LINE TOCW DN IN ACCOMMODATE NEW WC -- ROUTE PPI GALL. i of OTHERS�T UNDER COUNTER. rm MODIFY EX STING CW/HW IWH-1 LINES TO ACCOMMODATE L_Z �."HW AND HWR 4 � 1 LOW WALL ROUTE �IXISTING WATER _ 2" _—_ 2" 1. 14" 11" 1" 1i" I ' TO 3 -COMP SINK �- --- ------------------- --- ----- ------------------------------------------- ---_-- -- ' COOLER TO REMAIN �----- T--------r-----------—I--------------------1--Z--- -- -- -------J� BY OTHERS axxxxx. »-xxx-m srt n~�, ml " CW PIPE VALVED AND I "F11V-A HWR CAPPED FOR FLTURE T Ll Lam. CONNECTION. ( ICAL OF 4) -- u n u n u n u n FUTURE TF, 1,4NT 501 5F FUTU;1'_ TF ANT a 1 c./-1= FUT1 -' h T"FN NT al 5F`� ' T5 , T 5UR-1 1 GAS PIPE VALVED AND 2" 1" 1i" 1" W 1» 1" 1" CAPPED FOR FUTURE I CONNECTION. (TYPICAL 0 4) UR -2 " " we-1ME r2a ; 2"NATURAL GAS NWRP_1" ----- -�. _- ,--___-.---.--- SUPPLY RISERVX � � - ---�_ --M-- ,------- .�...... .:a.. r.. .a,. p., ., „,R. ...F:..�,,;:, :E &::. .>k k. ... ° !:a p ; � �p�..� �,.�.[., ..,w .R.. �. n -<° aw1%.wA.^�'AaMa';: a. � M 2" GAS SERVICE LINE BELOW 2 GRADE & METER BY LOCALS-_ GAS COMPANY. SLEEVE ENTRANCE TO BUILDING THROUGH WALL AND FLOOR.'' g I PLUMBING FLOOR PLAN - DOMESTIC WATER AND GAS SCALE: 1/8" = 11-011 4 2" FD -1 !k o HW UP IN L W,,WAL JTE TO DI HW�SHER *mom a LOW TO ' OTHERS r. REFERENCE NOTES O,'i"HW&CW DN IN WALL 2O 1 " CW DN IN WALL " W ® CONNECT NEW 2"CW PIPE TO EXISTING CW LOCATED IN CEILING SPACE. FIELD VERIFY EXACT SIZE AND LOCATION OF PIPE PRIOR TO CONSTRUCTION. GREASE INTERCEPTOR DETAIL NOT TO SCALE RECIRC. PUMP City of Sanford Utility Department SEE DETAIL AND THERMAL RELFF VALVE City of Sanford Utility Department SCHEDULE. Sampling Box (DRAWING IS NOT TO SCALE ) Pretreatment Section ---- HWR t -� INTERCEPTOR DESIGN --s HW PLAN ZDV BALL VALVE (TYPICAL) PLAN VIENV � � (TYPICAL) OIL & GREASE INTERCEPTOR DETAIL (DESIGN IS NOT TO SCALE) HEAT TRAP (TYPICAL) PLAN VIEW NOTES TEMPERATURE AND PRESSURE laiE lwater BY LOCAL CODE C ONDS11RCIAL s,epar ator SCHEDULE PIPE, FULL SIZE OF T&P ESTA13LISM- ENT of H DRAIN VALVE Pipes =minimum of 4" diameter oil Igrease Interceptor ..:� d ...... __ .µ SEWER i S IN ANWL G _ BOx I MANHOLE COVER � LABEL AS -,.. � DEPTH NVILL VARY ACCORDING TO " S Am P UNG 8 ox" °; r...s..' ME DEPTH OF THE Sn'%TR SERVICE ry �. 26" SECTION VM V minimum 18'>•"' 48" minimum I - ty 36'• COVER a rpjlkmE FINISHED PAVEMENT minimum 12 ' d"'RUBBER BOOT TYPE y_ w i SAMPLUIG T♦ RUBBER I 1 4.. BOOT BO07'.MPE LLit-B — INLET - ► 4- :•.- 4" OUTLET-+ 8" RU66ER 4" x.o• 1 a BOOT TYPE. .42•• """°'M DEPTH OF 6" SAMPLE BOX DETAIL .57 LIQUID NOT TO SCALE ,'" i o� 2Ft L `r!'3 L GREASE INTERCEPTOR DETAIL NOT TO SCALE PROVIDE MINIMUM 2 -INCH DEEP 24 DISCHARGE T&P & THERMAL RELIEF GAUGE GALVANIZED SHEET METAL VALVE ABOVE DRAIN PAN WITH OR 60 MIL IMPACT -RESISTANT INDIRECT CONNECTION PLASTIC DRAIN PAN. 2» FINISHED FLOOR PROVIDE DRAIN LINE WITH INDIRECT CONNECTION TO 4" HOUSEKEEPING PAD RECEPTOR OR FLOOR DRAIN. BM: PROVIDE VACUUM RELIEF VALVE ON CW SUPPLY ABOVE FOR BOTTOM FED WATER HEATERS. TALL ELECTRIC WATER HEATER WITH RECIRCULATING PUMP DETAIL NOT TO SCALE SERVICE VALVE (TYPICAL, HOT WATER INTLET 1 At /HAoane \iv MIXING WATER INTLET WATER LINE PIPS 1/20 SEAL FLOOR AT DRAIN FLOOR DRAIN WITH TRAP PRIMER CONNECTION (TYPICAL) cw LINE ACCESS PANEL SHUT—OFF VALVE TRAP PRIMER VALVE DISTRIBUTION UNIT 1/2- CW LINE FINISHED FLOOR ,—FLASHING `FLOOR SLAB SANITARY SYSTEM (TYPICAL) TRAP PRIMER FLOOR DRAIN DETAIL NOT TO SCALE IN-LINE CIRCULATING THERMOMETER GAUGE PUMP SEE SPECIFICATION (0-200 DEG) AQUASTAT FOR DIAL TYPE PRESSURE GAUGE CONTROL OF PUMP (0-100 PSIG) �i GAUGE COCK FLOW 1 n , C FOR CONTINUATION LAND SIZE, SEE L - - FLOOR PLAN BALL VALVE UNION CHECK VALVE REDUCING TEE (OR TEST PLUG FOR INSERTION OF GAUGE) HOT WATER RECIRCULATING PUMP DETAIL NOT TO SCALE FLOOR GRATE TO BE FASTENED DOWN WITH SCREWS DRAIN LINE MOUNT FLUSH WITH FINISHED FLOOR AIR GAP = 2 X ",_1,"D"_(2" MIN.) A TEMPERED WATER OUTLET TYP, LAV/SINK THERMOSTATIC VALVE DETAIL NOT TO SCALE SINK —WALL AIR ADMITTANCE VALVE CABINET 4" MIN. � INSECT SCREEN SANITARY TEE 3 P -TRAP j� 2 PIPE DIA. MIN.J FINISHED FLOOR SANITARY— AIR ADMITTANCE VALVE DETAIL NOT TO SCALE HUB OUTLET NOTE: A. FLOOR SINK COVER FLUSH WITH TILE OR FLUSH WITH CONCRETE FLOOR IN AREA WITH NO TILE FLOOR SINK DETAIL NOT TO SCALE TEST TEE -- FINISHED WALL SURFACE ACCESS COVER AND FRAME THREADED CLEANOUT PLUG LJ LJ r .`�'yIC ENSF 11`� r A 4 STATE OF Ms w Ilkk w,ppwww�w O ,t• P W '4F •ORI,[' WALL CLEAN OUT DETAIL `��rX�1IIIIIrrrIl11 1� NOT TO SCALE ``� �`�`••'•� C�E IVs.. A\ T17007.nn No.69922 FINISHED CONCRETE FINISHED GRADE TWO WAY CLEANOUT FITTING 1'-0" SQ. x 6" DEEP CONCRETE PAD SOIL PIPE - SEE PLAN PLANS FOR SIZE THREAD BRASS CLEANOUT COVER W/RECESSED SLOT EXTENSION PIECE (SIZE AS NEEDED) _ .ON= IIT 1 • TWO WAY CLEANOUT DETAIL NOT TO SCALE PLAN PLANS PIPEFORS ZEE THREADED BRASS CLEANOUT WITH FINISHED FLOOR COVER TO MATCH FLOOR, SEE ARCHITECTURAL FOR FLOOR FINISHES. COMBINATION WYE & 1/8 BEND ELEVATION PIECE FLOOR CLEANOUT DETAIL NOT TO SCALE RECIRC. PUMP SEE DETAIL AND THERMAL RELFF VALVE SCHEDULE. WATTS MOD. 530C —�- ---- HWR t -� --------_---_-4 1 --s CW --s HW ' BALL VALVE (TYPICAL) UNION � � (TYPICAL) HEAT TRAP (TYPICAL) TEMPERATURE AND PRESSURE RELIEF VALVE AS REQUIRED BY LOCAL CODE WATER HEATER (EWH) SEE SCHEDULE PIPE, FULL SIZE OF T&P RELIEF VALVE AND THERMAL RELIEF VALVE DRAIN VALVE PROVIDE MINIMUM 2 -INCH DEEP 24 DISCHARGE T&P & THERMAL RELIEF GAUGE GALVANIZED SHEET METAL VALVE ABOVE DRAIN PAN WITH OR 60 MIL IMPACT -RESISTANT INDIRECT CONNECTION PLASTIC DRAIN PAN. 2» FINISHED FLOOR PROVIDE DRAIN LINE WITH INDIRECT CONNECTION TO 4" HOUSEKEEPING PAD RECEPTOR OR FLOOR DRAIN. BM: PROVIDE VACUUM RELIEF VALVE ON CW SUPPLY ABOVE FOR BOTTOM FED WATER HEATERS. TALL ELECTRIC WATER HEATER WITH RECIRCULATING PUMP DETAIL NOT TO SCALE SERVICE VALVE (TYPICAL, HOT WATER INTLET 1 At /HAoane \iv MIXING WATER INTLET WATER LINE PIPS 1/20 SEAL FLOOR AT DRAIN FLOOR DRAIN WITH TRAP PRIMER CONNECTION (TYPICAL) cw LINE ACCESS PANEL SHUT—OFF VALVE TRAP PRIMER VALVE DISTRIBUTION UNIT 1/2- CW LINE FINISHED FLOOR ,—FLASHING `FLOOR SLAB SANITARY SYSTEM (TYPICAL) TRAP PRIMER FLOOR DRAIN DETAIL NOT TO SCALE IN-LINE CIRCULATING THERMOMETER GAUGE PUMP SEE SPECIFICATION (0-200 DEG) AQUASTAT FOR DIAL TYPE PRESSURE GAUGE CONTROL OF PUMP (0-100 PSIG) �i GAUGE COCK FLOW 1 n , C FOR CONTINUATION LAND SIZE, SEE L - - FLOOR PLAN BALL VALVE UNION CHECK VALVE REDUCING TEE (OR TEST PLUG FOR INSERTION OF GAUGE) HOT WATER RECIRCULATING PUMP DETAIL NOT TO SCALE FLOOR GRATE TO BE FASTENED DOWN WITH SCREWS DRAIN LINE MOUNT FLUSH WITH FINISHED FLOOR AIR GAP = 2 X ",_1,"D"_(2" MIN.) A TEMPERED WATER OUTLET TYP, LAV/SINK THERMOSTATIC VALVE DETAIL NOT TO SCALE SINK —WALL AIR ADMITTANCE VALVE CABINET 4" MIN. � INSECT SCREEN SANITARY TEE 3 P -TRAP j� 2 PIPE DIA. MIN.J FINISHED FLOOR SANITARY— AIR ADMITTANCE VALVE DETAIL NOT TO SCALE HUB OUTLET NOTE: A. FLOOR SINK COVER FLUSH WITH TILE OR FLUSH WITH CONCRETE FLOOR IN AREA WITH NO TILE FLOOR SINK DETAIL NOT TO SCALE TEST TEE -- FINISHED WALL SURFACE ACCESS COVER AND FRAME THREADED CLEANOUT PLUG LJ LJ r .`�'yIC ENSF 11`� r A 4 STATE OF Ms w Ilkk w,ppwww�w O ,t• P W '4F •ORI,[' WALL CLEAN OUT DETAIL `��rX�1IIIIIrrrIl11 1� NOT TO SCALE ``� �`�`••'•� C�E IVs.. A\ T17007.nn No.69922 FINISHED CONCRETE FINISHED GRADE TWO WAY CLEANOUT FITTING 1'-0" SQ. x 6" DEEP CONCRETE PAD SOIL PIPE - SEE PLAN PLANS FOR SIZE THREAD BRASS CLEANOUT COVER W/RECESSED SLOT EXTENSION PIECE (SIZE AS NEEDED) _ .ON= IIT 1 • TWO WAY CLEANOUT DETAIL NOT TO SCALE PLAN PLANS PIPEFORS ZEE THREADED BRASS CLEANOUT WITH FINISHED FLOOR COVER TO MATCH FLOOR, SEE ARCHITECTURAL FOR FLOOR FINISHES. COMBINATION WYE & 1/8 BEND ELEVATION PIECE FLOOR CLEANOUT DETAIL NOT TO SCALE 8 FAMU PLUMBING DEMOLITION PLAN SCALE: 1/8" = 1'-011