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HomeMy WebLinkAbout40120 Chancey RdF, 0 a� c 0 m a) L U O c 0 L Q) c O C 0 0 c 0 CV O 0 4 0 cV O 0 L N c 0 a) 7. 0 0 w co 0 LIGHTNING !STEEL NEW FACILITY TITLE OWNER BUILDING DESIGN / STRUCTURAL AEROSONIC LLC 1212 N HERCULES AVE CLEARWATER, FL 33765 PH: 727-461-3000 CONTACT: DUWAYNE WILLIAMS - FACILITY ENGINEERING CONNELLY GROUP CONSULTING ENGINEERS 200 2ND AVE SOUTH #465 ST PETERSBURG FL 33701 PH: 813-232-8448 FAX: 800-698-1945 EMAIL: INFOC@CONNELLYENGINEERING.COM CONTACT: CHRISTOPHER R. CONNELLY, PE,CGC MECHANICAL - PLUMBING CONNELLY GROUP CONSULTING ENGINEERS 200 2ND AVE SOUTH #465 ST PETERSBURG FL 33701 PH: 813-232-8448 FAX: 800-698-1945 EMAIL: INFO@CONNELLYENGINEERING.COM CONTACT. CHRISTOPHER R. CONNELLY. PE.CGC ELECTRICAL ELECTRICAL CONSULTING GROUP, INC 499 HAMMOCK DRIVE PALM HARBOR, FL 34683 PH: 727-409-4358 EMAIL: ELECTRICALCONSULTINGGROUP@GMAIL.COM CONTACT: CURTIS LATZO, PE BILLY HUETTIG Meadowood paw Park Cate Monterrey Food T—Ir Zephyrt©Wls ' OWheel DI lnw"A -` SUnnae Manulactumlg9 SOIfTHEASTuft�.^'Q Pet'V F ie2 MM0e1 O a Majestic Oaks RV Re-m it QHom&asMs. Inc C Samuel W PascoQ dcastle Coastal Q Recreation BETER Mh Zephyrhllls g Agape Baptist Church 'I f-125 Ch."And Morrow Steel V IT k chA"`'ey I Imperial Store, Cl : p Works. H1c Emerald Pointe F Cj RV Besan®g a F � E Gongle '"' �• e Central State Aggregates Lo-g You - SHEET NAME T100 BLDG DESCRIPTION TITLE PAGE / NOTES SHEET NAME E100 BLDG DESCRIPTION a ELECTRICAL SITE PLAN ST000 SITE DATA NOTES E200 LIGHTING PLAN ST001 EXISTING SITE PLAN W/ DEMOLITION E300 OFFICE POWER PLAN ST100 PROPOSED BUILDING SITE PLAN E301 WAREHOUSE POWER PLAN ST101 ENLARGED BUILDING LOCATION PLAN E400 PANELSCHEDULES / RISER DIAGRAMS A000 BUILDING NOTES E500 NOTES A001 SCHEDULES A100 BUILDING FLOOR PLAN A101 LIFE SAFETY PLAN A A102 LIFE SAFETY NOTES M000 MECHANICAL NOTES A103 REFLECTED CEILING PLAN M100 MECHANICAL PLAN - OFFICE A200 ROOF PLAN M101 MECHANICAL PLAN - WAREHOUSE A300 ELEVATIONS M200 MECHANICAL DETAILS A301 ELEVATIONS A400 ADA / ANSI DETAILS A500 DOOR SCHEDULE A600 UL RATINGS S000 .M STRUCTURAL NOTES P000 PLUMBING LEGEND S001 STRUCTURAL NOTES / WIND LOAD DATA P100 PLUMBING PLAN - SANITARY S002 SCHEDULES P200 PLUMBING PLAN - SUPPLY S100 FOUNDATION / SLAB PLAN P300 PLUMBING SCHEDULES S101 ROOF FRMAING PLAN P300 PLUMBING DETAILS S200 DETAILS P400 PLUMBING RISER S201 DETAILS S300 SSMA DETAILS REVIEW DATE_4v !y - O, CITY OF ZEPHYRHILLS FIRE AND LIFE SAFETY EXAMIN C WORK SHALL COMPCODE REVAILING AL CODES FLORIDABUILDING NATIO HE CIS OF ZEP CODE' RHILLS AND ELECTRIC ORDINANCES FL BUILDING 6TH EDITION (2017) FL MECHANICAL - 6TH EDITION (20171 FL PLUMBING - 6TH EDITION (2017) FL FIRE PREVENTION CODE - 6TH EDITION (2017) FL ACCESSIBILITY CODE - 6TH EDITION (2017) ADDITIONAL REFERENCES ASCE7.10 NFPA 101 - 2015 NFPA 1 - 2015 NFPA 13 - 2013 NFPA 10 2013 NFPA 70 2014 PROJECT TEAM VICINITY MAP Ip1/BUILDING CODES I. G.C. SHALL BECOME FAMILIAR WITH ALL OWNER'S REQUIREMENTS PRIOR TO BIDDING AND SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THOSE REQUIREMENTS. 2. FIELD VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. NOTIFY ARCHITECT/EOR OF ANY DISCREPANCIES. 3. ITEMS NOT INDICATED IN THESE DOCUMENTS THAT CAN BE LEGITIMATELY AND REASONABLY INFERRED TO COMPLETE THE WORK AT HAND SHALL BE FURNISHED BY THE CONTRACTOR AS THOUGHT IT WERE DETAILED HEREIN. 4. DRAWINGS SHALL BE DISTRIBUTED TO SUBCONTRACTORS IN COMPLETE SETS AS INDICATED BY THE SHEET INDEX. G.C. IS RESPONSIBLE FOR ENSURING SUBCONTRACTORS BID ON ALL ITEMS ASSOCIATED WITH THEIR RESPECTIVE TRADES. 5 THE CONTRACTOR WILL INSPECT THE PREMISES IMMEDIATELY TO CHECK EXISTING WORKING CONDITIONS. SHOULD CONTRACTOR FIND CONDITIONS WHICH HE BELIEVES WOULD IMPEDE HIS WORK, THEN SUCH CONDITIONS MUST BE REPORTED IMMEDIATELY TO THE ARCHITECT/EOR. FAILURE TO SO ADVISE WILL CONSTITUTE NOTICE THAT CONTRACTOR IS FULLY SATISFIED WITH THE EXISTING CONDITIONS AND THAT HE INTENDS TO PERFORM HIS OBLIGATIONS WITH NO ALLOWANCE EITHER IN TIME OR MONEY FOR ANY IMPEDIMENTS TO HIS WORK. b. CONTRACTOR SHALL NOTIFY ARCHITECT/EOR OF ANY DISCREPANCIES AND FOLLOW UP IN WRITING WITHIN TWO WORKING DAYS. 7. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. IF DIMENSIONAL ERROR OCCURS OR CONDITION NOT COVERED IN THE DRAWINGS IS ENCOUNTERED. CONTRACTOR SHALL NOTIFY THE ARCHITECT/EOR BEFORE COMMENCING THAT PORTION OF THE WORK. 8. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. GENERAL NOTES 9. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE APPLIED, INSTALLED. CONNECTED, ERECTED, USED, CLEANED. AND CONDITIONED IN ACCORDANCE WITH THE MANUFACTURERS' WRITTEN SPECIFICATIONS OR INSTRUCTIONS UNLESS HEREINAFTER SPECIFIED TO THE CONTRARY. 10. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING HIS BEST SKILL AND ATTENTION. HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION AND/OR INSTALLATION MEANS. METHODS. TECHNIQUES. SEQUENCES, AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT 11. DIMENSIONS TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION DOCUMENTS. 12. ALL WORK SHALL BE EXECUTED IN A NEAT AND WORKMANLIKE MANNER, ACCEPTABLE TO OWNER. 13. WHEN WORK NOT SPECIFICALLY CALLED OUT IS REQUIRED TO COMPLETE THE PROJECT. IT SHALL BE PROVIDED AND BE OF THE BEST MATERIALS AND WORKMANSHIP. W. CONTRACTOR SHALL GUARANTEE ALL WORKMANSHIP AND MATERIALS FOR A PERIOD OF TWO YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION (IN WRITING). 15. UNLESS OTHERWISE SPECIFICALLY NOTED. THE CONTRACTOR SHALL PROVIDE AND PAY FOR ALL LABOR. MATERIALS. EQUIPMENT. TOOLS. CONSTRUCTION EQUIPMENT AND MACHINERY. TRANSPORTATION. AND OTHER FACILITIES AND SERVICES NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE PROJECT. lb. THE CONTRACTOR SHALL PAY ALL FEES FOR PERMITS. ETC.. NECESSARY FOR PROPER COMPLETION OF THE WORK UNLESS OTHERWISE INFORMED. 17. THE CONTRACTOR WARRANTS TO THE OWNER AND THE ARCHITECT/EOR THAT ALL MATERIALS AND EQUIPMENT FURNISHED UNDER THIS CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED. AND THAT ALL WORK WILL BE GOOD QUALITY FREE FROM FAULTS AND DEFECTS AND IN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS. ALL WORK NOT SO CONFORMING TO THESE STANDARDS MAY BE CONSIDERED DEFECTIVE. IT IS UNDERSTOOD THAT NO INFERIOR OR NOW CONFORMING WORK OR MATERIALS WILL BE ACCEPTED WHETHER DISCOVERED AT THE TIME THEY ARE INCORPORATED IN THE WORK OR AT ANY TIME BEFORE OR AFTER THE FINAL ACCEPTANCE. IF REQUIRED BY THE ARCHITECT/EOR. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND EQUIPMENT. 18. THE WARRANTIES AND GUARANTIES REQUIRED BY THE CONSTRICTION DOCUMENTS SHALL BE IN ADDITION TO AND NOT IN LIMITATION OF ANY OTHER WARRANTY OR GUARANTY OR REMEDY REQUIRED BY LAW OR BY THE CONSTRUCTION DOCUMENTS. 19. CONTRACTOR SHALL PROVIDE PROPER SHORING OF STRUCTURAL ELEMENTS AND DISCONNECTION OF ALL UTILITIES BEFORE ANY DEMOLITION. 20 CONTRACTOR SHALL PATCH, REPAIR, REPLACE. AND FINISH ANY FLOOR, WALL. OR CEILING TO MATCH ADJACENT SURFACES DUE TO ANY DEMOLITION. 21. FIRE SPRINKLER APPROVALS ARE NOT INCLUDED UNDER THIS PERMIT. 22. EXTERIOR SIGNAGE IS NOT PART OF THIS PROJECT. 23. DISSIMILAR METALS PROTECTION CONTACTS NOT INVOLVING MAGNESIUM: ALL DISSIMILAR JOINTS NOT INVOLVING MAGNESIUM ARE PROTECTED BY THE APPLICATION OF A MINIMUM OF TWO COATS OF ZINC CHROMATE PRIMER IN ADDITION TO NORMAL PRIMER REQUIREMENTS. PRIMER IS APPLIED BY BRUSH OR SPRAY AND ALLOWED TO AIR-DRY 6 HOURS BETWEEN COATS, CONTACTS INVOLVING MAGNESIUM: TO PREVENT CORROSION BETWEEN DISSIMILAR -METAL JOINTS IN WHICH MAGNESIUM ALLOYS IS INVOLVED, EACH SURFACE SHALL BE INSULATED AS FOLLOWS • AT LEAST TWO COATS OF ZINC CHROMATE ARE APPLIED TO EACH SURFACE. NEXT.ADD A LAYER OF PRESSURE -SENSITIVE VINYL TAPE 0.003-INCH THICK APPLIED SMOOTHLY AND FIRMLY ENOUGH TO PREVENT AIR BUBBLES AND WRINKLES. TO AVOID CREEP -BACK, DO NOT STRETCH THE TAPE DURING APPLICATION. WHEN THE THICKNESS OF THE TAPE INTERFERES WITH THE ASSEMBLY OF PARTS. WHERE RELATIVE MOTION EXISTS BETWEEN PARTS. OR WHEN SERVICE TEMPERATURES ABOVE 250 F. ARE ANTICIPATED. THE USE OF TAPE IS ELIMINATED AND EXTRA COATS (MINIMUM OF THREE) OF PRIMER ARE APPLIED. 24. AT THE END OF EACH DAYS WORK. ALL UNUSED NAILS AND MATERIAL USED FOR THAT DAY SHALL BE COLLECTED ANDSTORED OR DISPOSED OF AS REQUIRED 25. PROJECT SUPERVISOR SHALL INSPECT AND CERTIFY THE CORRECT INSTALLATION OF ALL THRU-WALL SCUPPERS AND SHALL ISSUE SAID CERTIFICATION IN WRITING, AND FOR THE RECORD. TO GENERAL CONTRACTOR OF RECORD. WHERE DISCREPANCIES EXISTING IN THE INSTALLATION, THE FOR SHALL BE NOTIFIED IMMEDIATELY IN WRITING. 26. CONTRACTOR SHALL MAINTAIN A VISUAL RECORD ALL MATERIAL DEMOLITION AND INSTALLATIONS. INCLUDING BEFORE AND AFTER PHOTOS. ALL PHOTOS SHALL BE TAKEN BY USE OF DIGITAL CAMERA AND SHALL BE MADE AVAILABLE TO OWNER AND FOR AS REQUIRED. A MINIMUM OF 10 PHOTOS MUST BE TAKEN PER SPECIFIC INSTALLATION. SHEET INDEX OCCUPANCY GROUP - CHAPTER 3 ••••NO CHANGE OF USE ..... PREVIOUS USE: NONE INTENDED USE: WIND TUNNEL TESTING GROUP F-1, ORDINARY HAZARD CONSTRUCTION TYPE - CHAPTER 6 CONSTRUCTION TYPE 11-B FIRE RESISTANCE - CHAPTERS 467 NOWSPRINKLERED - UNPROTECTED ALL WORK SHALL COMPLY WITH NFFA CODES AND STANDARDS SCHEDULE OF FINISHES UNLESS MORE STRINGENT FLAME SPREAD RATINGS ARE REQUIRED BY NFPAI01 REQUIREMENTS (SEE BELOW): FLOOR COVERING: ALL AREAS VCT, POLISHED CONCRETE, CLASS A WALL COVERINGS METAL PANEL. CLASS A CEILING COVERING-' METAL PANEL. ACOUSTICAL, CLASS A NFPA101 INTERIOR WALL AND CEILING FINISHES COMPLYING WITH SECTION 10.2 SHALL BE CLASS A OR B IN EXITS AND IN EXIT ACCESS CORRIDORS, INTERIOR WALL AND CEILING FINISHES SHALL BE CLASS A. 8 OR C IN ALL OTHER AREAS, EXCEPT AS NOTED IN NFPAIOI-39.3.3.2.1. 40.3.3.3 - INTERIOR FLOOR FINISHES IN EXIT ENCLOSURES AND IN EXIT ACCESS CORRIDORS SHALL NOT BE LESS THAN CLASS II AND COMPLY WITH SECTION 10.2 NFPAI01 38.3.3.3 - INTERIOR FLOOR FINISHES SHALL COMPLY WITH SECTION 10.2.7.1 OR 10.2.7.2 AS APPLICABLE. ALLOWABLE BUILDING HEIGHT AND AREA PER FBC 6TH ED TABLE 503, SECTION 504. 506) GROSS BUILDING AREA - CHAPTER 5 MAIN BUILDING: INTENDED USE: GROUP B. F-I UNIT SF TOTAL: TOTAL ENCLOSED AREA (F-1): 11.900 SF (LOAD 119) ® 100 SF, P TOTAL ENCLOSED AREA (8): 3000 SF (LOAD 30) ® 100 SF/P TOTAL BUILDING AREA 14,900 SF (LOAD 1491 MEANS OF EGRESS - CHAPTER 10 NFPA101 ORDINARY HAZARD NON-SPRINKLEREO BUILDINGS MAX TRAVEL DISTANCE 200 FT (GROUP F-I) DEAD END CORRIDOR: 20 FT COMMON PATH OF TRAVEL: 75 FT COMMON OCCUPANT LOADS ACCESSORY STORAGE, MISC 300 GROSS WAREHOUSE 500 GROSS STRUCTURAL DESIGN - CHAPTER 16 LOADING DATA: (LL) ROOF LOAD: 20 PSF SLAB LOAD 250 PSF LOADING DATA: (DL) ROOF LOAD: 3 PSF DEAD, 5 PSF (COLLATERAL) CODE ANALYSIS LIGHTNING STEEL CG19-014 C CONNELLY GROUP C O N S U L T I N G E N G I N E E R S Q200 2nd Ave South - #465 - St Petersburg, FL 33701 fo@con Inn ellyenglneering.com C3 (T) 813. 232. 8448 (F) 800. 698. 1945 IT q? W ww.connellyengineering.— r m FBC.CHAPTER I PROJECT 0 q6.4.PERMIT INTENT A PERMI' ISSJEO SHOE_ BE CONS'RUC'EC TO BE A LiCENSF TO PROCEED WITH THE WORK DATA CU AND NOT A6 AU'HOR!TY TC VIOLATE, CANCEL. ASTER OR SET A610E ANY OF ?HE PRDY161018 OF THE TECHNICAL CODES. NOR SHALL I SUMICE OF A PERMIT PREVENT THE SUILONG DESIGNER ED OFFICUL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE. EVERY PERMIT BRUED SHALL BECOME NYAn0 UNLESS THE WORK AUTHORIZED BY SUCH PERMIT IS COMMENCED WITHIN SIX CRD DRAWN BY I� MONTHS AFTER ITS ISSUANCE, DR N THE WORK AUTHORIZED BY SUCH PERMIT IS SUSPENDED DR ABANDONED FOR A PERIOD OF W MONTHS AFTER THE TIME THE WORK IS W CDAEENCED. WE HERESY CERTIFT THAT THESE PLANS AND BPECIFICATIONB COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES SPECIFIED ON THE TITLE SHEET JJC CHECKED a C3 CRC 0 J a_#1 1T 1Y W W s 8 co s a FBCu� CD 0 6TH EDITION Iv cy)(2017) W a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR C3 AGENTS, RESERVES THE RIGHT TO REVISE DETAILS w SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE (n DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I-- w CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD w VERIFICATION. x cn W N C3 Ln C3`MM, C3cn Lj z a Z }' _ Ke U �o = C3 Ln i_ LAI LjL c Q. J z C) w 'q- N DRAWING SETS REVIEW 11.14.18 I011 - 12.04.18 (02) 810 00,00.00 PERMIT IN REVIEW) 08.06.18 PROFESSIONAL SEAL DATE SEALED SEPTEMBER 6, 2019 R• R C,I .� �5 ucENsF • , � S Wjz- % ATE OF A. eco �!l111111IN Lt,! CHRISTOPHER R. CONNELLY, PE PE-FL63886 / CA -FL 28841 J Q TITLE PAGE t— °° T100 m I _I I III N 1 11 1 , I I I I MIII 1' I 1 1 1 1 1" 1111 1 ' 1 1 1 1 11 1 I III i 0 0 c O a -c 0 c O Lo 0 c 0 N m 0 O 0 N O w c- U c 0 c 0 0 It To, 0 O c O z. 0 0 0 c O .r00 U _c c O 0 SEE CIVIL DRAWINGS FOR / INFORMATION NOT SHOWN HERE X14\13� \ TYPICAL 2' CONCRETE / / / / �� 5 •'� \ \ ���/�y \ CURB AND GUTTER / / / 5N �1��rL ' ' 6" \ \ �00 - \ THROAT INVERT (FDOT DROP CURB = 75.5 to /' �,�' \ NOTE. 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O 10 9„ WITH METAL LID (USE UNKNOWN) o O / 5„ 12"-12" y` 16 „115 �i.TS / 9.0 V O \� 0 do ' 14 " / / / 18; wa 13 Nl- / 13" 1 SITE LOCATION PLAN SCALE:1:20 �o o V. a V- 13 m ow O � CG 1 / 15„ 18 * / S�� P / C / 20 " 20 "^Vllk`alit-' 18 / oF��\� 24 6' OF Z� P\A 1/ / / ��\ P 12" / G / oR PSG -\S� / 22 "�i / / 24 " / / LIGHTNING STEEL I CG19-014 CONNELLY GROUP CONSULTTINNG G ENGINEERS Q 200 2nd Ave South - #465 - St Petersburg, FL 33701 info@ connellyengineering.com (T) 813. 232. 8448 (F)800. 698. 1945 ....connellyengineering.com r 22 0 FM 01""TI"' A MMED Muu BE CMMTMMTM TO BE A LU ME TO PROM WITH TIE Wax PROJECT DATA (u N to C AIM MOT AB AUTICItlTY TO MATE, CANCEL ALTO OR MET ANDE AV OF TIE PRONBMXE W THE TECRMCAL =M NOR OWL MxAA11M OF A PEW PREVENT THE NEONO OFFEAL FWII TNMEAFTER WOW= A CORRECTION OF ERRORS x PLAN& CMMTRWTMN OR YMLATMIM P' THIS CWE. EVERY PMNMT MMEO MELL BECOME DESIGNER CRC Gi NVALM MLESE THE WORK AUTI� BY MMN MOOT IScomma o WmW Bx MMM AFTER ITS MAKE. ON IF THE WMx AUTH RIM;O BY MMH PERMIT M KWEIK OR ARBOaEO FOR A PERMID W Ba LMNnM AFTER THE TOM TIE WaxM comma ED. DRAWN BY JJC HWE Q, IEIMBY CERTIFY THAT TWEE FLAW AIR) SPECIFUTNMB COMPLY WITH TIE REMI EAENTS OF THE APRJUBLE MMIDM WIRES SPENED IN THE TITLE MEET CHECKED p CRC o J a I— W W Cn a FBC 0 6TH EDITION N to (2017) W Q CONNELLY GROUP CONSULTING ENGINEERS AND THEIR c AGENTS. RESERVES THE RIGHT TO REVISE DETAILS Lu SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE cn DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD w VERIFICATION. x cn W W N qqo 0 Lo O Cn C3 U. o � Z Z J aJ O J V C) � a _ LL- t \N! z O w qqr " DRAWING SETS REVIEW 11.14.16 (08.12.04JB 1021 BIG 00.00.00 PERN IT [BD REVIEW) 08.08.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER S. 2018 '• Vim•. .�� O i NAL W CHRISTOPHER R. CONNELLY, PE a PE-FL63888 i CA -FL 2684) a SITE LOCATION PLAN • OVERALL C� G °° STIOO to i I 1 9 0 O v- O N O 4- s= U c Q) It 00 0 O c O ze s= 00 U SPECIFICATIONS GENERAL REQUIREMENTS (AS APPLICABLE) DIVISION #1 SUMMARY OF THE WORK I. RENOVATE EXISTING FACILITY. 2. THE PERFORMANCE OF ALL CONSTRUCTION UNDER THIS CONTRACT SHALL CONFORM TO ALL APPLICABLE LOCAL CODES AND ORDINANCES AND THE FEDERAL OCCUPATIONAL SAFETY AND HEALTH STANDARD. 3. THE CONTRACTOR MUST EXERCISE PROPER PRECAUTION TO VERIFY FIGURES SHOWN ON THE DRAWINGS AND MUST NOTIFY THE DESIGN PROFESSIONAL IF DISCREPENCIES ARE FOUND. A. MECHANICAL. PLUMBING AND ELECTRICAL DRAWINGS ARE DIAGRAMMATICAL. CONTRACTOR TO FURNISH AND INSTALL ALL ITEMS NECESSARY FOR A COMPLETE. FIRST-CLASS INSTALLATION OR THAT ARE ESSENTIAL FOR PROPER OPERATION OF WORK INDICATED. 5. NOT USED 6. NOT USED 7. NOT USED 8. ALL MATERIAL TO BE INCORPORATED INTO THE PROJECT SHALL BE NEW. IF REQUIRED. THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO KIND AND QUALITY AND MEET ALL SPECIFICATION STANDARD AND REQUIREMENTS. 9. THE CONTRACTOR SHALL STORE ALL MATERIALS FOR CONSTRUCT ION AND PROTECT FROM RAIN. PILFERAGE AND DAMAGE CONTRACTOR O SHALL OBTAIN INSURANCE COVERING THE SAME. 10. CONTRACTOR IS RESPONSIBLE FOR MEANS AND METHODS OF CONSTRUCTION TO ENSURE THE SAFETY OF THE BUILDING UNTIL STRUCTURAL SYSTEM IS COMPLETED. THIS INCLUDES, BUT IS NOT LIMITED TO. THE ADDITION OF WHATEVER TEMPORARY BRACING. SHORING, GUYS OR TIE -DOWNS THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE PROPERTY OF THE CONTRACTOR AFTER THE COMPLETION OF THE PROJECT. SHOP DRAWINGS AND SAMPLES I. CONTRACTOR TO PROVIDE DESIGN PROFESSIONAL SHOP DRAWINGS FOR APPROVAL PRIOR TO ORDERING AND FABRICATION OF THE FOLLOWING: A. METAL BUILDING PACKAGE 2. CONTRACTOR TO PROVIDE OWNER SAMPLES FOR APPROVAL OR PRODUCT LITERATURE PRIOR TO ORDERING AND OR FABRICATION OF THE FOLLOWING: A. CONCRETE MIX DESIGN AND TESTS B. SOIL POISONING C. ROOFING D. DOORS AND DOOR HARDWARE E. WINDOWS AND FINISHES F. SEALANTS AND CAULKING MATERIALS G. INSULATION PRODUCTS H. ELECTRICAL EQUIPMENT 1. HVAC EQUIPMENT J. PLUMBING FIXTURES 3. VERIFICATION OF FIELD MEASUREMENTS OR CONDITIONS SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. 4. PROVIDE AUTOCAD .DWG FORMAT AND (1) .PDF) FOR REVIEW. PROJECT CLOSEOUT I. UPON COMPLETION OF THE WORK UNDER THIS CONTRACT AND BEFORE FINAL PAYMENT WILL BE MADE. SUBMIT THE FOLLOWING ITEMS TO THE OWNER: A. SUBMIT ONE COPY OF PROJECT RECORD DOCUMENT TO OWNER, REDLINING SIGNIFICANT CHANGE OR SIGNIFICANT DETAIL NOT SHOWN ON THE ORIGINAL DOCUMENTS ONTO A SET OF BLUEPRINTS. B. SUBMIT PROPERLY EXECUTED RELEASE OF LIEN FROM ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS CONTAINING ORIGINAL SIGNATURES AND RAISED NOTARY SEAL. C. CERTIFICATE OF OCCUPANCY FROM APPLICABLE GOVERNMENT AUTHORITIES. D. WARRANTY / GUARANTY CERTIFICATES AS CALLED FOR IN INDIVIDUAL SECTIONS OF SPECIFICATIONS. E. LETTER CERTIFYING THE DELIVERY OF ALL KEYS TO THE OWNER. F. LETTER CERTIFYING THAT ALL ITEMS ON THE FINAL PUNCH LIST HAVE BEEN COMPLETED OR CORRECTED. G. LIST OF ALL SUBCONTRACTORS INCLUDING ADDRESSES AND TELEPHONE NUMBERS. H. MAINTENANCE MANUAL DETAILING THE PROCEDURES REQUIRED FOR PROPER CARE AND MAINTENANCE OF ALL EQUIPMENT FURNISHED UNDER THE CONTRACT. PROJECT RECORD DOCUMENTS I. MAINTAIN AT THE JOB SITE ONE COPY OF ALL CONTRACT DRAWINGS AND PROJECT MANUAL. CLEARLY MARK THE DRAWINGS AS "PROJECT RECORD COPY". MAINTAIN IN GOOD CONDITION. AVAILABLE AT ALL TIMES FOR INSPECTION BY THE DESIGN PROFESSIONAL. DO NOT USE FOR CONSTRUCTION. 2. MARK UP THE MOST APPROPRIATE DOCUMENT TO SHOW: A. SIGNIFICANT CHANGES MADE DURING THE CONSTRUCTION PROCESS. B. SIGNIFICANT DETAIL NOT SHOWN IN THE ORIGINAL CONTRACT DOCUMENTS. 3. KEEP PROJECT- RECORD DOCUMENTS CURRENT. DO NOT PERMANENTLY CONCEAL ANY WORK UNTIL THE REQUIRED INFORMATION HAS BEEN RECORDED. 4. USE RED LINE ON ALL DOCUMENTS. IN MARKING THE DRAWINGS USE THE SAME SYMBOLS. LEGENDS. ETC. AS USED ON THE DRAWINGS TO IDENTIFY LIKE MATERIAL 5. SUBMIT PROJECT RECORD DOCUMENTS TO THE DESIGN PROFESSIONAL UPON COMPLETION OF THE PROJECT AND PRIOR TO FINAL PAYMENT. CONCRETE DIVISION #3 I. WHEN THE CONCRETE FLOOR SLAB IS EXISTING, PREPARE THE SLAB TO RECEIVE FINISH AS INDICATED ON THE PLANS. WHEN ON A GROUND FLOOR LOCATION, THE CONCRETE SLAB FLOOR SHALL BE SEALED IN THE AREAS TO RECEIVE CARPETING. WHEN SLAB FLOOR IS TO BE EXECUTED AS PART OF THE CONTRACT. FOLLOW OWNER'S DIRECTIONS AND SPECIFIATIONS. 2. GENERAL CONTRACTOR SHALL INSPECT THE EXISTING SLAB CONDITIONS TO DETERMINE THE AMOUNT OF CONCRETE FLOOR SLAB TO BE CORED/CUT/ REMOVED AND REPLACED FOR INSTALLATION OF ELECTRICAL. MECHANICAL AND PLUMBING WORK AND IF APPLICABLE STEEL COLUMNS FOR GRILLE SUPPORT. ALL CONCRETE TRENCHING AND REFILLING. AS WELL AS ANY AND ALL PENETRATIONS OF THE SLAB, SHALL BE EXECUTED IN ACCORDANCE WITH THE OWNER'S REQUIREMENTS. 1 BUILDING NOTES SCALE NTS METALS DIVISION #5 METAL STUDS MATERIAL I. ALL STUD FRAMING MEMBERS SHALL BE OF THE TYPE, SIZE. AND GAUGE AS SHOWN ON THE PLANS. 2. GALVANIZED STUDS 12.14. AND 16 GAUGE SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO ASTM A653. STRUCTURAL CALCULATIONS SHOULD BE PREPARED UTILIZING ONE OF THE FOLLOWING GRADES: SQ GRADE 33 MINIMUM YEILD STRENGTH 33 SQ GRADE 40 MINIMUM YEILD STRENGTH 40 SQ GRADE 50 MINIMUM YEILD STRENGTH 50 3. ALL GALVANIZED 18 AND 20 GAUGE STUDS. AND ALL GALVANIZED TRACK. BRIDGING. END CLOSURES AND ACCESSORIES SHALL BE FORMED FROM STEEL THAT CORRESPONDS TO THE REQUIREMENTS OF ASTM A653, SQ GRADE 33. WITH A MINIMUM YEILD OF 33.000 PSI. 4. IT IS SUGGESTED THAT ALL STUDS. AND ACCESSORIES SHOULD BE FORMED FROM STEEL HAVING A G-60 GALVANIZED COATING OR EQUIVALENT COATING OR EQUIVALENT. MEETING ASTM A653 AND C955. FABRICATION I. FRAMING COMPONENTS MAY BE PRE -ASSEMBLED INTO PANELS PRIOR TO ERECTING. PREFABRICATED PANELS SHALL BE SQUARE WITH COMPONENTS ATTACHED IN A MANNER AS TO PREVENT RACKING. 2. ALL FRAMING COMPONENTS SHALL BE CUT SQUARELY FOR ATTACHMENT TO PERPENDICULAR MEMBERS. OR AS REQUIRED FOR AN ANGULAR FIT AGAINST ABUTTING MEMBERS. MEMBERS SHALL BE HELD POSITIVELY IN PLACE UNTIL PROPERLY FASTENED. 3. AXIALLY LOADED STUDS SHALL BE INSTALLED IN A MANNER WHICH WILL ASSURE THAT ENDS OF THE STUDS ARE POSITIONED IN THE TRACK WITH A MINIMUM GAP. PRIOR TO STUD AND TRACK ATTACHMENT. 4. PROVIDE INSULATION EQUAL TO THAT SPECIFIED ELSEWHERE IN ALL DOUBLE JAMB STUDS AND DOUBLE HEADER MEMBERS WHICH WILL NOT BE ACCESSIBLE TO THE INSULATION CONTRACTOR. EXECUTION ERECTION I. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL BE DONE IN A MANNER AS TO NOT CAUSE DISTORTION IN ANY MEMBER. 2. TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE AS SHOWN ON THE PLANS. 3. AT TRACK BUTT JOINTS. ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON STRUCTURAL ELEMENT, OR THEY SHALL BE BUTT - WELDED OR SPLICED TOGETHER. 4. STUDS SHALL BE PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR WEBS OF BOTH UPPER AND LOWER TRACKS. 5. JACK STUDS OR CRIPPLES SHALL BE INSTALLED BELOW WINDOW SILLS. ABOVE WINDOW AND DOOR HEADS, AT FREE STANDING STAIR RAILS. AND ELSEWHERE TO FURNISH SUPPORT, AND SHALL BE SECURELY ATTACHED TO SUPPORTING MEMBERS. 6. WALL STUD BRIDGING SHALL BE ATTACHED IN A MANNER TO PREVENT STUD ROTATION. BRIDGING ROWS SHALL BE SPACED ACCORDING TO THE FOLLOWING SCHEDULE. WALLS UP TO 10'-0" HEIGHT: ONE ROW AT MID -HEIGHT. WALL EXCEEDING 10'-0" HEIGHT: BRIDGING ROWS SPACED NOT TO EXCEED 5'-O" ON -CENTER. WOOD AND PLASTICS DIVISION #6 DESIGN PROFESSIONALURAL WOODWORK 1. DESCRIPTION OF WORK: TYPES OF ARCHITECURAL WOODWORK INCLUDE THE FOLLOWING: STANDING AND RUNNING TRIM A. EXTERIOR FASCIA AND SOFFIT B. INTERIOR TRIM CASEWORK PLASTIC LAMINATE COUNTERTOPS CASEWORK 2. QUALITY ASSURANCE A. FIELD MEASUREMENTS: TAKE FIELD MEASUREMENTS PRIOR TO COMPONENT FABRICATION TO ENSURE PROPER FITTING OF WORK. B. WIC QUALITY MARKING: MARK EACH UNIT WITH WIC CERTIFIED COMPLIANCE GRADE STAMP INDICATING QUALITY GRADE. 3. SUBMITTALS A. PRODUCT DATA FOR MATERIALS. FABRICATION. AND INSTALLATION INCLUDING CATALOG CUTS OF ANCHORS. HARDWARE, FASTENINGS. AND ACCESSORIES. B. SHOP DRAWINGS FOR FABRICATION AND INSTALLATION OF COPARTMENT ASSEMBLIES THAT ARE NOT FULLY DESCRIBED BY DESIGN PROFESSIONALURAL DRAWINGS. PROVIDE TEMPLATE LAYOUTS AND INSTALLATION INSTRUCTIONS FOR ANCHORAGE DEVICES BUILT INTO OTHER WORK. C. SAMPLES OF FULL COLOR RANGE FOR EACH REQUIRED UNIT TYPE. ROUGH CARPENTRY: ALL WOOD FRAMEWORK. WOOD BLOCKING AND PLYWOOD CONSTRUCTION SHALL BE FIRE RETARDANT TREATED AS REQUIRED BY LOCAL CODES AND LANDLORD REQUREMENTS. PARTICLE BOARD SHALL BE UL CLASS I FIRE -RATED, SANDED AND PREPARED TO RECEIVE PLASTIC LAMINATE OR PAINTED METAL LAMINATE. WOOD FRAMING MEMBERS SHALL BE NO. I LIGHT FRAMING DOUGLAS FIR OR NO. 2 OR BETTER YELLOW PINE OF THE DIMENSIONS INDICATED ON THE PLANS. PLYWOOD SHALL BE GRADE B-D DOUGLAS FIR. SANDED AND PREPARED TO RECEIVE PLASTIC LAMINATE. METAL LAMINATE OR PAINT. PLYWOOD BACKING PANELS FOR MOUNTING ELECTRICAL OR TELEPHONE EQUIPMENT SHOULD BE FIRE RETARDANT TREATED PLYWOOD WITH GRADE DESIGNATION. APA C-D PLUGGED INT. NOT LESS THAN 3/4" THICK. PROVIDE FASTENERS AND ANCHORAGE OF THE TYPE. SIZE, MATERIAL AND FINISH AS RECOMMENDED BY APPLICABLE STANDARDS. COMPLYING WITH APPLICABLE FEDERAL SPECIFICATIONS FOR NAILS, STAPLES. SCREWS. BOLTS, NUTS, WASHERS AND ANCHORING DEVICES. PROVIDE BLOCKING AS REQUIRED FOR INSTALLATION OF SHELVING, EQUIPMENT, ACCESSORIES, FIXTURES. AND FINISH HARDWARE OR OTHER HEAVY ITEMS ON WALLS. SEALANTS DIVISION #7 PARTI - GENERAL A. EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. I. SILICONE SEALANTS (TYPE S): ASTM C920. SINGLE COMPONENT. NON -SAGGING, NON -STAINING, NON -BLEEDING: FOR USE AS GENERAL CAULKING: COLOR TO MATCH ADJACENT SURFACES, MANUFACTURER BY GE SILICONES OR EQUAL. 2. JOINT BACKING: ROUND, OPEN CELL POLYETHYLENE FOAM ROD. PART 2 - PREPARATION / EXECUTION A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHICH MIGHT EFFECT ADHESION OF SEALANT. B. CLEAN AND PRIME JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR DISFIGURATION. D. INSTALL SEALANT IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. INSTALL JOINT BACKING. F. APPLY SEALANT WITHIN RECOMMENDED APPLICATION TEMPERATURE RANGES. CONSULT MANUFACTURER WHEN SEALANT CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. DOORS AND WINDOWS DIVISION #8 METAL DOORS AND FRAMES STEEL DOORS I. MATERIAL: COMMERCIAL QUALITY CARBON STEEL. PICKLED AND OILED. COMPLYING WITH ASTM A-569 AND ASTM A-568. 2. SUPPORTS AND ANCHORS: FABRICATE OF NOT LESS THAN 18 GAUGE GALVANIZED SHEET STEEL. 3. PRIMER: RUST -INHIBITIVE ENAMEL OR PAINT, EITHER AIR -DRYING OR BAKING. SUITABLE AS A BASE FOR SPECIFIED FINISH PAINTS. STEEL FRAMES 1. PROVIDE METAL FRAMES FOR DOORS, TRANSOMS. SIDELIGHTS. AND OTHER OPENINGS OF TYPES AND STYLES AS SHOWN ON DRAWINGS AND SCHEDULES. 2. CONCEAL FASTENINGS, UNLESS OTHERWISE INDICATED. 3. FABRICATE FRAMES WITH MITERED AND WELDED CORNERS. 4. FORM EXTERIOR FRAMES OF HOT DIP GALVANIZED STEEL. WOOD DOORS I. REFERENCES: AWI QUALITY STANDARD. SECTION 1300 OF "DESIGN PROFESSIONALURAL WOODWORK QUALITY STANDARDS." DESIGNATIONS FOR GRADE AND CORE CONSTRUCTION UNDER TYPES OF DOORS REFER TO THIS STANDARD. 2. PRODUCT DATA: SUBMIT DOOR MANUFACTURER'S PRODUCT DATA. SPECIFICATIONS. AND INSTALLATION INSTRUCTIONS FOR EACH TYPE OF WOOD DOOR. ALUMINUM WINDOWS I. PERFORMANCE: COMPLY WITH AIR INFILTRATION TESTS, WATER RESISTANCE TESTS. UNIFORM LOAD DEFLECTION TESTS, AND UNIFORM STRUCTURAL TESTS SPECIFIED IN ANSI/AAMA 302-9, SECTION 3. 2. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL PRODUCT DATA. RECOMMENDATIONS. AND STANDARD DETAILS FOR ALUMINUM WINDOW UNITS. 3. COORDINATION: CHECK ACTUAL WINDOW OPENINGS IN CONSTRUCTION WORK BY ACCURATE FIELD MEASUREMENT BEFORE FABRICATION. 4. MATERIAL: ALLOY AND TEMPER RECOMMENDED BY WINDOW MANUFACTURER FOR STRENGTH, CORROSION RESISTANCE, AND APPLICATION OF REQUIRED FINISH. COMPLY WITH ASTM B-221. HARDWARE I. DEFINITION: BUILDER'S HARDWARE INCLUDES ITEMS WHICH ARE REQUIRED FOR SWING DOORS SPECIFIED: HINGES LOCK CYLINDERS AND KEYS LOCK AND LATCH SETS DEAD BOLTS EXIT DEVICES PUSH/PULL UNITS CLOSERS DOOR TRIM UNITS PROTECTION PLATES LATCHES AND STOPS 2. HARDWARE SHALL BE OF THE TYPE. FINISH AND MANUFACTURER SHOWN. MANUFACTURER'S CATALOG NUMBERS USED HEREIN ARE INTENDED TO INDICATE THE QUALITY REQUIRED. ALTERNATE MANUFACTURERS AND PRODUCTS MAY BE SUBMITTED TO THE TENANT FOR SUBSTITUTION APPROVAL. NO OTHERS SHALL BE ACCEPTABLE. 3. FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED TRADES FOR COORDINATION OF THEIR WORK. PARTI - GENERAL A. FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND EXTERIOR DOORS AND ROLLING GRILLES (WHERE APPLICABLE). B. SEE DOOR SCHEDULE FOR SPECIFIC ITEMS. MANUFACTURERS AND MODEL NUMBERS. TEMPLATES SHALL BE FURNISHED FOR USE IN FIELD. C. FOLLOW DHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND GUIDELINES AND AWI (AMERICAN WOODWORKING INSTITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. D. FURNISH OWNER WITH MAINTENANCE DATA. MAINTENANCE PROCEDURES, MANUFACTURERS WARRANTIES AND SPECIAL TOOLS. E. FINISHES: PER HARDWARE SCHEDULE F. KEYING I. GENERAL CONTRACTOR TO COORDINATE KEYING AND MASTER KEYING WITH CONSTRUCTION MANAGER. 2. GENERAL CONTRACTOR TO INSTALL CONSTRUCTION CORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END OF JOB PRIOR TO TURNOVER. G. PROVIDE COMMERCIAL GRADE HARDWARE. COMPLYING WITH PROJECT SPECIFICATIONS. IN SETS ACCORDING TO THE SCHEDULE HEREIN AND ON DOOR SCHEDULE DRAWING. REFER TO DOOR SCHEDULE HARDWARE. PART 2 - PREPARATION / EXECUTION A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING FABRICATION OF WALL INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND RECESSED ITEMS. B. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE AS INDICATED. C. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFACTURER. E. WHEREVER CUTTING AND FITTING IS REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHICH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED. INSTALL EACH ITEM COMPLETELY. THEN REMOVE AND STORE DURING APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF FINISHING OPERATIONS. SPACE FASTENERS AND ANCHORAGES AS INDICATED OR IN ACCORDANCE WITH FACTORY STANDARDS. F. ADJUST HARDWARE FOR SMOOTH OPERATION. FINISHES DIVISION #9 GYPSUM BOARD, FRAMING, 6 ACCESORIES 1. GYPSUM WALLBOARD PRODUCTS: A. STANDARD GYPSUM WALLBOARD SHALL BE 48' WIDE WITH TAPERED EDGES. 5/8" THICK AND SHALL CONFORM TO ASTM C-36. B. WATER RESISTANT GYPSUM WALLBOARD SHALL BE SELF FURRING 48" WIDE SHEETS. 5/8" THICK AND CONFORM TO ASTM C-36. 2. PRODUCTS AND METAL ACCESSORIES: A. CORNER BEADS AND CASING BEADS SHALL BE STANDARD GALVANIZED STEEL SECTION AND MANUFACTURED FOR USE WITH DRYWALL CONSTRUCTION. B. NAILS SHALL BE ANNULAR RING NAILS CONFORMING TO ASTM C-380. C. SCREWS SHALL BE SELF -DRILLING. CORROSION RESISTANT SCREWS WITH PHILLIP HEADS. 3. DRYWALL INSTALLATION: A. THE GYPSUM WALLBOARD SHALL BE INSTALLED BY AN APPROVED, EXPERIENCED DRYWALL APPLICATOR NORMALLY ENGAGED IN THIS TRADE. B. WATER RESISTANT GYPSUM WALLBOARD SHALL BE APPLIED TO WALL IN TOILET ROOMS. C. GYPSUM WALLBOARD OF MAXIMUM PRACTICAL LENGTH SHALL BE USED SO THAT AN ABSOLUTE MINIMUM NUMBER OF END JOINTS OCCUR. BOARDS SHALL BE BROUGHT INTO CONTACT WITH EACH OTHER BUT SHALL NOT BE FORGED INTO PLACE. GYPSUM BOARD JOINTS AT OPENINGS SHALL BE LOCATED SO THAT NO END JOINT WILL ALIGN WITH EDGES OF OPENINGS. ALL END JOINTS SHALL BE STAGGERED. D. APPLY GYPSUM BOARD WITH THE LENGTH AT RIGHT ANGLES TO THE SUPPORTING MEMBERS. CENTER ABUTTING ENDS OR EDGES OVER SUPPORTS. E. FASTENERS SHALL BE SPACED NOT LESS THAN 2" FROM ENDS AND EDGES OF WALLBOARD. WALLBOARD SHALL BE HELD IN FIRM CONTACT WITH SUPPORT SLIGHTLY BELOW THE SURFACE OF THE WALLBOARD WITH CARE BEING TAKEN WHILE FASTENERS ARE BEING PLACED. HEADS SHALL BE DIMPLED NOT TO BREAK THE PAPER FACE. F. APPLY GYPSUM BOARD WITH FASTNERS SPACED 12" ON CENTER IN THE FEILD AND 8" ON CENTER ALONG VERTICAL EDGES. G. ALL JOINTS. INTERNAL ANGLES. DIMPLED CORNERS AND EDGES SHALL BE REINFORCED AND FINISHED USING THE 3-COAT SYSTEM. ALLOW 24 HOURS FOR DRYING TIME BETWEEN APPLICATIONS OF CEMENT. SAND THE CEMENT AFTER EACH COAT IS DRY TO SMOOTH SURFACE EFFECTIVELY CONCEALING THE JOINTS OR FASTENERS. H. JOINT TREATMENT PRODUCTS SHALL BE FIBER REINFORCED TAPE AND READY MIXED JOINT COMPOUND AND TOPPINGS COMPOUND AS RECOMMENDED BY THE GYPSUM BOARD MANUFACTURER. I. CORNER BEADS SHALL BE APPLIED TO ALL EXTERNAL CORNERS. CASING BEADS SHALL BE APPLIED AROUND ALL WALL OR CEILING OPENINGS. J. ALL MATERIALS SHALL BE DELIVERED TO THE JOB SITE IN UNBROKEN MANUFACTURER'S CONTAINERS AND SHALL BE PROPERLY STORED AND PROTECTED FROM THE ELEMENTS UNTIL USE. FINISHES DIVISION #9 (REF. OWNERS SPECS FOR FINISHES) ACOUSTICAL CEILINGS I. DESCRIPTION: EXTENT OF ACOUSTICAL CEILING IS SHOWN AND SCHEDULED ON DRAWINGS FLAME SPREAD: 25 OR LESS SMOKE DEVELOPED: 50 OR LESS 2. ACOUITICAL PANELS: TYPE III PANELS - MINERAL COMPOSTION 24"X24- PANEL W/. SQ EDGE. 3. METAL SUSPENSION SYSTEM: PROVIDE METAL SUSPENSION SYSTEMS OF TYPE, STRUCTURAL CLASSIFICATION AND FINISH INDICATED WHICH COMPLY WITH APPLICABLE ASTM C-635 REQUIREMENTS. CERAMIC TILE SECTION [-PRODUCTS 1.1 CERAMIC TILE SHALL CONFORM TO REQUIREMENTS OF ANSI A137.1-1988 TYPE: CERAMIC TILE. REFER TO MATERIALS SCHEDULE. SIZE: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC SIZE AFTER FIRING AND SHALL BE NOMINAL SIZE. REFER TO MATERIALS SCHEDULE. THICKNESS: CERAMIC TILE SHALL BE MANUFACTURED TO SPECIFIC THICKNESS AFTER FIRING AND SHALL BE NOMINAL, REFER TO MATERIALS SCHEDULE. COLOR: REFER TO MATERIALS SCHEDULE. 1.2 SETTING MATERIALS: USE APPROPRIATE INSTALLATION MORTARS ACCORDING TO ANSI AII8. SERIES OR AI36.1992 TYPE I. 1.3 GROUTING MATERIALS: SELECT GROUT PER ANSI A118.3. A118.5, AI18.6 OR A116.8- 1992. POLYBLEND NON -SANDED GROUT. MANUF.: BONSAL CO. COLOR: PER FINISH SCHEDULE. 1.4 WATERPROOFING/ANTI-FRACTURE MEMBRANE: SELECT PER ANSI A118.10-1993 AS REQUIRED. 1.5 GROUT SEALER: BONSAL OR EQUAL. SECTION 2-INSTALLATION 2.1 ACCEPTABILITY OF SURFACES A. BEFORE TILING, VERIFY THAT ALL SURFACES TO BE TILED ARE STRUCTURALLY SOUND TRUE TO PLANE. AND FALL WITHIN MAXIMUM VARIATIONS SHOWN BELOW: WALLS FLOORS 1/8" IN 8' 1/8' IN 10' REPORT ALL UNACCEPTABLE SURFACES TO THE DESIGN PROFESSIONAL IN WRITING. AND DO NOT TILE SUCH SURFACES UNTIL THEY ARE LEVELED ENOUGH TO MEET ABOVE REQUIREMENTS. B. BEFORE TILING. ALL SURFACES MUST BE FREE OF CURING COMPOUNDS. OIL. GREASE. WAX, DIRT, DUST. FORM RELEASES OR OTHER SUBSTANCES THAT WOULD INTERFERE WITH PROPER BOND OF SETTING MATERIALS. IF TILE IS INSTALLED BY THE THIN -SET METHOD. CONCRETE SLABS SHALL BE STEEL TROWEL OR LIGHT BROOM FINISH. 2.2 SETTING METHODS: COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION CURRENT AND TILE COUNCIL OF AMERICA HANDBOOK FOR APPROPRIATE METHOD OF INSTALLATION FOR EACH SPECIFICATION. FOR ADHESIVE MORTAR APPLICATION USE FOLLOWING: WITH FLAT SIDE OF TROWEL, KEY MORTAR INTO SUBSTRATE. USING THE APPROPRIATE SIZE TROWEL. COMB MORTAR IN ONE DIRECTION WITH NOTCHED SIDE OF TROWEL. SET TILE WITH A SLIDING MOTION, PERPENDICULAR TO THE MORTAR RIDGES. OBTAIN AS NEAR AS 100% COVERAGE AS POSSIBLE OF MORTAR TO TILE. MORTAR MUST BE SUFFICIENTLY DISTRIBUTED TO GIVE FULL SUPPORT UNDER ALL CORNERS AND EDGES OF THE TILE. PERIODICALLY. REMOVE SHEETS OR INDIVIDUAL TILES TO ASSURE PROPER BOND COVERAGE CONSISTENT WITH INDUSTRY SPECIFICATIONS. 2.3 MAX. GROUT JOINT - REFER TO FINISH SCHEDULE. 2.4 EXPANSION JOINTS: INSTALL DESIGN PROFESSIONALURALLY DESIGNED EXPANSION JOINTS AS PER CURRENT TCA DETAIL EJI71. PREFABRICATED EXPANSION JOINT STRIPS CAN ALSO BE USED WHEN SUITABLE. 2.5 GROUTING METHODS: FOLLOW EXACTLY GROUT MANUFACTURES INSTRUCTIONS AND COMPLY WITH APPROPRIATE ANSI A108 SPECIFICATION DEPENDING ON TYPE OF GROUT SELECTED. GROUTING IS NOT COMPLETE UNTIL ALL GROUT HAZE AND RESIDUES ARE REMOVED FROM THE SURFACE OF THE TILE. 2.6 GROUT SEALER: COMPLY WITH MANUFACTURES INSTRUCTIONS AND APPROPRIATE ANSI SPECIFICATIONS FOR PRODUCT SELECTED. 2.7 CLEANING AND PROTECTION A. LEAVE FINISHED INSTALLATION FREE OF CRACKED, CHIPPED. BROKEN. UNBONDED OR OTHERWISE DEFECTIVE TILE WORK. B. PROTECT ALL FLOOR TILE INSTALLATIONS WITH CLEAN CONSTRUCTION PAPER OR OTHER HEAVY COVERING DURING CONSTRUCTION PERIOD TO PREVENT STAINING OR DAMAGE. NO FOOT OR WHEEL TRAFFIC PERMITTED ON FLOOR FOR AT LEAST THREE (3) DAYS AFTER GROUTING. CARPET I. MATERIAL SUPPLIED AND INSTALLED BY TENANT. NO CARPET WORK SHALL BE INSTALLED UNTIL WET TRADES ARE COMPLETE IN THE SAME AREA. SUB -FLOOR SHOULD BE LEVEL. WITH HOLES. CRACKS AND DEPRESSIONS FILLED AND PROTRUDING SURFACES LEVELED BEFORE THE CARPET CAN BE INSTALLED. 2. AFTER INSTALLATION OF CARPET, GENERAL CONTRACTOR SHALL PROTECT CARPETING AGAINST DAMAGE OF EVERY KIND AND ESPECTIALLY IN THOSE ZONES WHERE TRAFFIC OF ANY CONSEQUENCES CAN REASONABLY BE EXPECTED TO OCCUR. PAINT I. PROVIDE PAINTING AS SHOWN OR SPECIFIED. THE TERM 'PAINT" INCLUDES ALL OPAQUE OR NATURAL. PRIME. INTERMEDIATE OR FINISH COATS OF FIELD APPLIED COATINGS. APPLY PAINT IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS. USE APPLICATORS AND TECHNIQUES BEST SUITED FOR SUBSTRATE AND TYPE OF MATERIAL BEING APPLIED. 2. PROVIDE TOP -OF -THE -LINE PAINT PRODUCTS MANUFACTURED BY ONE OF THE FOLLOWING MANUFACTURERS: ALL DESCRIPTIONS BASED ON SHERWIN-WILLIAMS: BENJAMIN MOORE. PPG INDUSTRIES, SHERWIN-WILLIAMS. PRATT 6 LAMBERT. 3. PROVIDE SUITABLE COVERING TO PROTECT WORK, THE WORK OF OTHERS AND ADJACENT SURFACES AND OBJECTS. REMOVE OR PROTECT SUCH ITEMS AS HARDWARE. ACCESSORIES. PLATES. LIGHT FIXTURES AND SIMILAR ITEMS PLACED PRIOR TO PAINTING. REPOSITION OR REMOVE PROTECTION UPON COMPLETION OF EACH SPACE. 4. PREPARE SURFACES TO RECEIVE PAINT: THOROUGHLY CLEAN OFF GRIME. GREASE. DIRT, CHALK. DUST. LOOSE MATERIAL AND OTHER SUBSTANCES THAT MAY INTERFERE WITH PROPER ADHESION OF PAINT. PAINT DRY SURFACE ONLY. SAND LIGHTLY BETWEEN EACH SUCCEEDING COAT OF PAINT. 5. FILL DENTS, CRACKS. HOLLOW PLACES. OPEN JOINTS AND OTHER IRREGULARITIES WITH AN APPROVED FILLER SUITABLE FOR THE PURPOSE. AFTER SETTING. SAND TO A SMOOTH. HARD FINISH. 6. CLEAN OFF ALL PAINT SPLATTER OCCURRING ON ADJACENT WORK. REPAIR OR REPLACE WITH NEW APPROVED MATERIAL ALL SURFACES DEFACED AS A RESULT OF THE WORK OF THIS SECTION AND LEAVE WORK IN A CLEAN. ACCEPTABLE CONDITION. 7. DRYWALL: PRIME GYPSUM BOARD SURFACES WITH A LATEX PRIMER AND APPLY TWO (2) COATS OF LATEX INTERIOR EGGSHELL FINISH. VERIFY WITH OWNERS SPECS. 8. WOODWORK: PRIME WOODWORK SURFACES AND TRIMS WITH A WOOD PRIMER. AND APPLY TWO (2) COATS OF "REGAL AQUAGLO" SATIN FINISH ENAMEL. WHEN TRANSPARENT FINISHES ARE CALLED FOR, USE MULTIPLE COATS TO PRODUCE GLASS -SMOOTH SURFACE FILM OF EVEN LUSTER. PROVIDE SATIN FINISH FOR FINAL COAT. 9. METAL WORK: PRIME METAL SURFACES (AC REGISTERS AND DIFFUSER ACCESS PANELS) WITH AN ADEQUATE PRIMER AND APPLY TWO (2) COATS OF FLAT LATEX TO MATCH CEILING COLOR. PAINT INTERIOR SURFACES O.D. DUCTS WHERE VISIBLE THROUGH REGISTERS OR GRILLES WITH A FLAT. NON SPECULAR BLACK PAINT. OMIT PRIMER ON SURFACES THAT HAVE BEEN SHOP -PRIMED. 10. METAL DOORS: PRIME DOOR SURFACES AND TRIM WITH ENAMEL PRIMER AND APPLY TWO (2) COATS OF SATIN FINISH ENAMEL AS SCHEDULED. II. PLASTER: PRIME PLASTER SURFACES WITH AN APPROVED ALKALI -RESISTANT PRIMER AND APPLY TWO (2) COATS OF ACRYLIC LATEX (FLAT) AS SCHEDULED. FIRE PROTECTION PARTI- GENERAL PROVIDE MULTI -PURPOSE CHEMICAL FIRE EXTINGUISHERS CAPABLE OF EXTINGUISHES CLASS A. B. AND C FIRES. IN QUANTITIES AND LOCATIONS REQUIRED BY LOCAL FIRE MARSHALL. (COORDINATE IN FIELD.) MANUFACTURER: J.L. INDUSTRIES: COSMIC SERIES OR EQUAL. PART 2 - PREPARATION / EXECUTION A. INSTALL MOUNTING BRACKETS AT HEIGHTS TO COMPLY WITH APPLICABLE REGULATIONS OF GOVERNING AUTHORITIES. B. SECURE MOUNTING BRACKETS TO STRUCTURE. SQUARE AND PLUMB. TO COMPLY WITH MANUFACTURER'S INSTRUCTIONS. DIVISION #10 EQUIPMENT DIVISION *11 PARTI-GENERAL A. CONTRACTOR SHALL COORDINATE ALL EQUIPMENT WORK AND PLACEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE ADJUSTMENTS AS REQUIRED TO ACCOMMODATE LOCATIONS OF EQUIPMENT. B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODES. C. EQUIPMENT SHALL BE FURNISHED, UNLOADED. UNPACKED OR UNCRATED AND PLACED ACCORDING TO THE CONSTRUCTION DOCUMENTS. PART 2 - PREPARATION / EXECUTION A ALL EQUIPMENT PROVIDED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR IS TO BE INCLUDED IN GENERAL BID. B. GENERAL CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO INSTALLATION. C. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL WORK. PLUMBING. AND ELECTRICAL FOR THE EQUIPMENT UST. D. ALL EQUIPMENT MANUALS. INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER TO THE OWNER BEFORE FINAL APPROVAL OF THE BUILDING. MISCELLANEOUS NOTES: I. THE RECEIPT AND USE OF THESE DOCUMENTS CONSTITUTES AGREEMENT THAT EXISTING PROJECT CONDITIONS. INCLUDING THE PRESENCE OF ASBESTOS OR ASBESTOS CONTAINING MATERIALS. ARE AND REMAIN ISSUES OUTSIDE THE SCOPE ADDRESSED BY THESE DOCUMENTS AND THAT THE DESIGN PROFESSIONAL PREPARING THESE DOCUMENTS SHALL NOT. IN ANYWAY. BE LIABLE FOR THE PRESENCE, DISCOVERY. REMOVAL OR HANDLING OF SUCH MATERIALS. 2. THESE SPECIFICATIONS MAY INCLUDE SECTIONS WHICH ARE NOT INCLUDED IN THE SCOPE OF WORK. LIGHTNING STEEL I CG19-014 CONNELLY GROUP CONSULTINGICJGI ENGINEERS Q200 2nd Ave South - #465 - St Petersburg, FL 33701 infooconnellyengineering.com L^n (T)813.232.8448 (F)800.698. 1945 t!7 www.connellyengineering.com r 0 c Ckj \ FMCHAPTER I INMiI SE MXTRWM TO SE A LOOSE TO PROCEED wrtx THE WORK AM NOT AS WTHO Rfl TO VKLATL CANCEL ALTER OR SET ABU ANY OF THE PROYMM OF THE TECHOW COOEB. RON SHALL BO M = OF A POW PREVENT THE BRLONO PROJECT DATA DESIGNER co \ Cl) OF MORE N PLMdL NMB�TR=10 OR N0.ATIFROM THEREAFTIOOIE OF° THIS COOS EVERYPOINT EMU SHALL BECOME INVALID ML.ESS TIE WORK WTHORRED BY SM PERMIT T M COMNO WInAN 0 MOUTHS AFTER ITS OR AME.OR F THE WORK A MO C O NY BOCK POW M CRC DRAWN BY wMPENOEO OR ABANDONED PON A POW OF 0 MONTHS AFTER THE THE THE WORK re JJC tai Q RREQUIEVEMreHOW �OF Ti �TTHESE APPLLCULE�IN LOING WAND OOF.B�sE�VM COMPLYWrTH TITLETHE SHOT CHECKED o CRC I- o J d I- W W x U) «t s a 1w FBC u7 I� a 0 6TH EDITION N oA (2017) w a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN F- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. x 0 W W N MT C3 L!7 La O O � LL Z W C, un cn Z J 3: L C3 V Ln o U_ LL_ N CL � z O W qEL N DRAWING SETS REVIEW 11.14,18100 • 12.04.19102) Elm 00.110.00 PERMIT (BO REVIEW] 09.06.19 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 8, 2019 \\ ��QNER• �` � • ' vcFai • � No. O ._.®• : STA �A/ NZ /, \\\ \ L1J CHRISTOPHER R. CONNELLY, PE C- PE-FL83888 i CA -FL 26841 J a BUILDING NOTES c� G °° AOOO cn 0 0 w 0 0 I I fn N r U O c L 0 c 0 0 c 0 (V 0 0 au c O 0 II r- U c0 c 0 C17 0 60 a) 00 o O c 0 L 0 0 0 c 0 c O 0 GENERAL NOTES: 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION FOR ALL EXISTING CONDITION TO REMAIN THROUGHOUT DEMOLITION. 2. WIRING TO ALL ELECTRICAL DEVICES SCHEDULED FOR REMOVAL SHALL BE REMOVE BACK TO THEIR DISTRIBUTION PANELS AND DISCARDED. 3. ALL FLOOR, CEILING, AND WALL FINISHES ARE EXISTING TO REMAIN, UNLESS OTHERWISE NOTED. 4. METAL JAMBS FOR ALL DOORS WALE TYPES: OFFICE PARTITION W-1 (TYPICAL UNLESS MARKED OTHERWISE): 362S162-33" METAL STUDS AT 24" O.C. WITH SINGLE LAYER 5/8" G.W.B. EACH SIDE; PROVIDE M.R. G.W.B. PER NOTE 1; FINISH EXPOSED TOP EDGES OF G.W.B. WITH CONTINUOUS EDGE TRIM; TO 12" ABOVE CEILING GRID.; BRACED TO ROOF STRUCTURE AT 4'-0" C/C PER SSMA DETAILS. ADD R-13 INSULATION WHERE INDICATED FULL HEIGHT WALL PARTITION: W-2 60OS162-33 METAL STUDS AT 24" O.C. WITH 5/8" GWB EACH SIDE. PROVIDE SMOOTH FRP ON WALLS AT ALL WET LOCATIONS PER PLAN; WALL BRACING AND BLOCKING PER SSMA DETAILS. INTERIOR WALL FINISH: W-3 5/8" GWB OVER 162F125-18 CHANNELS @ 24" AGAINST EXISTING WALL PANEL. TERMINATE CHANNELS 6" ABOVE CEILING GRID. PROVIDE LINER PANELS WHERE INDICATED. W_4 1 HOUR WALL ASSEMBLY U658 — PERIMETER (TYPICAL UNLESS MARKED OTHERWISE): 0.024" THK SMOOTH PRE —FINISHED METAL PANELS OVER "ZEE" GIRTS WITH 0.024" THK LINER PANEL AT INSIDE. ADD 2 LAYERS OF 4" ROXUL SAFE 65 INSULATION, R=19, TIGHT IN BETWEEN PANELS. W-5 2 HOUR WALL ASSEMBLY U659 — SEE PLAN (TYPICAL UNLESS MARKED OTHERWISE): 0.024" THK SMOOTH PRE —FINISHED METAL PANELS OVER "ZEE" GIRTS WITH 0.024" THK LINER PANEL AT INSIDE. ADD 2 LAYERS OF 4" ROXUL SAFE 55 INSULATION, R=19, TIGHT IN BETWEEN PANELS. 1 SCHEDULES SCALE NTS FBC-APPROVED PRODUCTS LIST -OTHER * SEE ALSO SCHEDULES FOR ADDITIONAL INFORMATION (WHERE APPLICABLE) PRODUCT SUB CATEGORY MANUFACTURER ST.OF FLORIDA APPROVAL NO. NOTES DOORS EXTERIOR DOORS - STOREFRONT KAWNEER FL8786 IMPACT RESISTANT WINDOWS EXTERIOR WINDOWS . STOREFRONT KAWNEER FL8787 IMPACT RESISTANT DOUBLE INSULATED *DOORS ROLL -UP OVERHEAD DOOR CORP FL742.6 IMPACT RESISTANT "DOORS SWINGING DAYBAR FL21861.2 IMPACT RESISTANT *VERIFY WITH PEMB / OWNER PRIOR TO INSTALL LIGHTNING STEEL CG19-014 CONNELLY GROUP Fc—FG-IC O N S U L T ING E N G IN E E R S Q200 cu 2nd Ave South - #465 - St Petersburg, FL 33701 Info®connellyengineering.com o (T) 813. 232. 8448 (F) 800. 698. 1945 I!7 ....connellyengineering.cD r O ` \ FSC.CHAPTERI DELI PERMIT LATENT, A POW ROM SHALL RE CONSTRUCTED TO RE A LICENSE TO PROCEED W17H THE WORK OFTIETIIE TECHNICAL COAS AUTHORITY DES. NOR SK41LL CANCELSET ABU ANY OF THE PROVISMINS LANCE OF A�PERM PREVENT THE BULO PROJECT DATA DESIGNER Q) OFFICIAL FROM THEREAFTER REIN MIND A CORRECTION OF ERRORS N PLAINS, COMSTRUCTgI OR VIOLATION OF THIN CODE. EVERT POINT MSOEO SHALL BECOME INVALID MUM THE WORK AIITIMROED BY SUN PERMIT M COMMENCED WITHIN SO MORNS AFTER ITS NUANCE, OR E THE WORK AUIIDR EO BY SUCH PERMIT M CRC DRAWN BY SUSPDDED OR ABANDONED FOR A PEN D OF BO MDNTNB AFTER THE THE THE WORK M JJC LLI Q WE HEREBY CUM THAT THESE RANG AND SPFCFICATWIS COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE BULOW CODES SPECM ON THE TITLE MEET CHECKED C3 CRC o J I— LNJ W cn s 2 a v FBC u� r� 0 C3 6TH EDITION cu c"(2017) iu CONNELLY GROUP CONSULTING ENGINEERS AND THEIR C3 AGENTS, RESERVES THE RIGHT TO REVISE DETAILS UJ SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE U) DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN F- CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD w VERIFICATION. x CD W N �-- C3Ln cn ao cn cn C' C3 �- cJ Z z J V En a -� Z C-) J_ V �o = V in i_ ILL. J z O W q' N DRAWING SETS REVIEW 11.14.18 (01) -12.04.18 [021 BIO 00.00.00 PERMIT (BD REVIEW) 09.08.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 6. 2019 R CO,�'�.,. 83886;_ • '— C3 x = Wr 01 �A NA W CHRISTOPHER R. CONNELLY. PE a. PE-FL63886 / CA -FL 26841 J a SCHEDULES c� L °° A001 cn oA 0 0 Lu -- O I O O OJ F.8 o I I L I 0 u LJ 1 FLOOR PLAN SCALE: I/B" =1'-O" 1.9 O 20'•0'- - --- - 25'•0"- 1.2" N _-- X•BRACING •� 1 I ^ m N it I I 1 1 1 1 1 111 1 1 M! I -R' 1 11 1 4 _ I _11 1 LJ I-3'•6"---—-18'•0' - �� II ♦40' AFF HM 1 O O O - -- 170'-0" - -- 25'-0 - - L. :. ----- - 17 -- - X•B NICAR G BX RAC NI G O O O r 9 0 v -- -- - -- --I LIGHTNING STEEL CG19-014 CONNELLY GROUP Fc—Fc—;] CONS U L T I N 0 ENGINEERS Q200 2nd Ave South - #465 - St Petersburg, FL 33701 Info®connellyengineering.com o M 813. 232. 8448 (F) 800. 698. 1945 I N www.connellyengineering.com FV- 01AI TER I PROJECT Cn 1 IOLQ PEW KnW.. DATA 0 A MATT "MED WALL Ni COIRTRUCTm TO K A ICENR TO rROt�ELO' Y TIE """ CU AIW NOT AN AUTHMRRY TO VIOLATE CAMi1. ALTER ON BET AM ANY OF THE ►IMVMEIIN � AL OF THE TECWOWU ROR MALL MWWCE OF A FERRET PREVENT THE MRmin DESIGNER OFFI AL FM THEREAFTER MURDER! A CORRECTION OF ERRORR M PLANAL CRC CONSTRUCTOR OR VIOLATION! OF TINE CODE. EVERY PLRNRT MMEO MALL OFJ'OORE I MAW MUM THE WORK AUTIMEM) BY MMRI PEW M CMNFAM WITHIN SIX 1. a MOWN AFTER ITN MMAICE OR F THE WORK AUTHMM BY MINI PEW M DRAWN BY WORDED OR ANAIMOIIEO MO FOR A PEROF RM MM"IM AFTER TIE TARE THE WORK M OONMEWED•La JJC WE HEREBY CERTFT TIAT THERE RANG AN M'ECFGTIMRI CM/LY WITH THE Q RERIIMAEMTR OF TIE A►PIJCAOLE MILEEM MOM RPENER OM THE TITLE MEET CHECKED C3 CRC H C J, ' (L W U) v a FBC v u� r` 0 6TH EDITION Cu to cn (2017) UJI a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS W SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE j o DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN 1— CONCEPT, ACTUAL DETAILS SUBJECT TO FIELD W W VERIFICATION. 2 � I W ni o un cn a cn O CIO Z o �- HJ Uj U Q J �, z J Ir lc:) QLn m L, cu W- a. z�� � N DRAWING ----1114.18 SETS - - - - - REVIEWro0 •12A4.18102) BID - - 00.00.00 - PERMIT I80 REVIEW! D8.08.18 i PROFESSIONAL SEAL DATE SEALED: SEPTEMBER S. 2019 d c fir, �N o S �' °°�0000l�ooaa® W CHRISTOPHER R. CONNELLY, PE PE•FL83886 i CA -FL 26841 J a FLOOR PLAN Imo. _; A100 cry: — -- IL ' tl 1 •1 I I _ _ I _ III IIIII'IRI I111111 Iry T1 1'IV41u1111-111_II I I' 1 II 1 1 IL- 0 0 c 0 U0 C 0 -PEMB COLUMN AND FRAME WITH WIND COLUMN AND BYPASS GIRTS. PROVIDE METAL WALL PANELS AND X-BRACING WITH R•13 VINYL BACKED INSULATION �. OR ROXUL 55 WHERE INDICATED 1 I // �110� `�f F 1.5HR lo' o•- - \ W-5 W-5' OFFICE 110 ACOUSTICAL LL _+S.33' CLG- 1 FLOOR PLAN - OFFICE - SCALE: 1/4" =1'-0" W-3 � W-3�1' W-1 --- �r OFFICE 111 ACOUSTICAL_ a +9.33' CLG J c CU•2 -- — cu 1 G HVAC�`< I \yo AHU•1 100C\'L i(V•1 I !I l Cl 144] G t: _PRINT- - _ 114 P c ACOUSTICAL +9.33' CLG - -- -- COPY W-3 �+ ii`, PRODUCTION 117 -I ! OPEN CLG +20.00' CLEAR T W-5 OFFICE � 109� ACOUSTICAL +9.33' CLG INTERIOR STEEL STUD WALL. ADD R-13 W-1 SOUND INSULATION AS INDICATED. - — EXTEND WALLS TO S" ABOVE GRID OFFICE OFFICE 112 _— 113 ACOUSTICAL ACOUSTICAL +9.33' CLG +9.33' CLG c -- - " / I T 2 r.'°'r`f�� �-,��-3, r,��' �,i n_ `,"i%i.f>,i ji„✓, />,3, �z,r, 1,-, - i �: rt �iooe 1.5HR W-5 e MOISTURE RESISTANT DRYWALL OVER STEEL STUDS. I TYPICAL ALL LOCATIONS U.N.O. W-1 ----FLASH FLOOD TYPE EYEWASH STATION AHU•2 ON STAND W J4 07 WALL, WET WALL - CERAMIC WALL TILE FROM BASE TO CEILING 41"X 4 V. DALTILE. MATTE ALMOND X735. I� _ - --- --- - 1.5HR -- 1.5HR - w.5 w -5I - - / RFG MCWV DEW - - WQMENS R/R MENS R/R W-5 " - — loe � � - io7 M.R. DRYWALL �J M.R. DRYWALL �- F- 1 +9.33' CLG +9.33' CLOD W,1 --- -- r;' ---- T•4• �l y1 7' a• �fi BREAK s r � �w- W-2 EXEC R/R 3'-6 108 M.R. DRYWALL^ +9.33' CLG O FD 10B EXEC SHW_R T-4- ACOUSTICAL bT +9.33' CLG i � I BENCH Trl,/�1 BENCH W-1 � 0444444B �� it ' - LOCKER W' o 104 Ew- I ACOUSTICAL +S.33' CLG W-3 !I WENDING VENDING VENDING * 501 A Lu -- PROVIDE 4' BLACK VINYL a WALLBASE IN ALL AREAS. LOBBY � � ���� f7. �� _ 11 �> CIO J - RECEPTION 102 100 CONF ACOUSTICAL \� 1 w 115 +9 33' CLG 2\ +9.33' CLG �� III _ SUPPLIES __-�- ACOUSTICAL FILES u' HIS\'' - -� he +9.33' CLG14 - 101 ACOUSTICAL w I ACOUSTICAL �' d� +8.33 CLG --1 W-1 �� �' 1 +9 33 CLG33 CLG W-1 ' r Wr 3�' --- 15' o• WI-3 --="- - +-13' v• W-3 �1E­_1 w.3 100~ Ji\� X-BRACING 4" EXTERIOR CONCRETE LANDING PAD GLAZING AT INTERIOR LOCATIONS (AT — DOORS, ABOVE DOORS AND WITHIN 48' OF DOORS) MUST BE CATEGORY 11 SAFETY - - - -- GLAZING - FBC 2411.5.4. TYPICAL ALL SIMILAR LOCATIONS W•1 W-1- Fn,� 116� � 'I 11555� W-3 OFFICE 103 [ W-1 ACOUSTICAL CLG W-3 40 GAL EWH ON STAND ADJACENT TO SINK Wi DRAIN PAN 24'X24'XIS'DEEP SS FREESTANDING SERVICE SINK SMOOTH FRP ON 5/8' MOISTURE RESISTANT GWB TO 48' AFF BEHIND ALL PLUMBING FIXTURES �II W.5 X-BRACING LIGHTNING STEEL CG19-014 ICONNELLY GROUP C O N S U L T I N G E N G I N E E R S 200 2nd Ave Q South - #465 - St Petersburg, FL 33701 Infooconnellyenglneering.com M 813, 232. 8448 (F) 800. 698. 1945 U7 ....connellyengineering.com `e` bw"°" -- PROJECTC3 AMOMRMrwEwT. DATA O A DNETAS um"wiee noro BE A CANCEL LTOORNETA NaTmvmxrr"wa" to IOFTIETMQM COOENOINTY 8110�Rtl MMUOFAAPE'�YFNEVE"YRr�MiLLLL DESIGNER ♦ OFFICK FRY THOWAFTER N ERIND A COMECTION OF OMAN M III CDMMTMICnMI m VIOLATIONS OF TIES 000E. EVERY POW MU =1 BECOIE CRC ♦ MAD NIOEN THE WORK NITNONQ®BY WCM PER/tlT IS C0M/E910E0'NIT"M , ROOM AFTER ff8 SSUAIIC6 OR F THE WON AUTHORIZED BY RIM FERANT E DRAWN BY MIMSOm OR AWSMEO FOR A PERKS OF SIX MM/TXS AFTER THE TIME TIE WORK" " JJC W wE HEREBY cium TINT TIEBE PLAN AND SPECIFICATIONS CMPLY WITH THE '- Q REMOMM" OF THE APPLICAM.E KRMM CODES SPECIFIED ON THE TU MEET CHECKED O — CRC 0 J !fir CL N W W 1 Ni s I FBC 0 6TH EDITION Cu (2017) W �1 CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS ul SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN r`- CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. x '1 U) I i I I W W N H o Ln II C3 >- � `'' Z tI Uo III z J 'IIcj1 = J U � o E< Ln �. L3 u- N = 31 W O I Lu DRAWING SETS REVIEW 11.14.16100.12.04.18 (021 — - BID 00.00.00 PERMIT (BD REVIEW) 09.08.18 --_-_ - I, PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 6, 2018 �® �OR n �® az 88 O' LID o ° °o m� ASP o COF W CHRISTOPHER R. CONNELLY, PE 0-' PE-FL63888 / CA -FL 26841 J OFFICE - - - FLOOR PLAN cn A101 1. 1' 11 1 - 11 II I1 " 11 1 I 1 1 II [I_ __ 0 O 0 N O w 4) \E E O O c O X 0 O w.- 0) c O �00 U C 1I LIFE SAFETY PLAN SCALE: lib" 4-0" O OCt r LIGHTNING STEEL CG19-014 CONNELLY GROUP ICIGI CONSULTING ENGINEERS 4 200 2nd Ave South - *465 - St Petersburg, FL 33701 lnfo@connellyenglneering.com M 813. 232. 8448 (F) 800. 698. 1945 tl] Ln ....connellyengineering.com t` Q] FK.CHAPTER I PROJECT DATA O % ♦ SE CONSTRUCTED TO E A LCEMIM TN PROCEED WITH THE WOE PROMIONS OOFT ICE TNOT E"CHI CODEAUTHORITY S. � SNu OFF ACAMEL ALTO APPE�awer�PEVEENT ANY � BU OF CK FROM THEREAFTER NARROW A CORECTINN OF ERMI RB MI PLANS. DESIGNER ♦ Cn CONSTRUCTION OR MATIOE OF TM CON. EVERY PEW Will SMALL BECOMECRC MAW UNLESS THE WORK AIMMUND BY ECH POW B COMMEM D Wn"N 0 AnmR AFTER ITS RELIANCE OR E THE WOE A MNSUM BY SUCH PER INT" ERPEME➢ OR Ale"pED FOR A PERM OF E! MONTHS AFTER THE TIME THE WORK R DRAWN BY W Q WE HEREBY CERTIFY THAT TIES PLANS AI" SPErfICATIpN COMPLY WRH THE EOEEIENTS OF THE APPLCAE.E BULEMH CODES SPECM NH THE TTTLE OW JJC CHECKED O CRC H O J a I•- W W 2 N ,d. A9 a FBC 0 6TH EDITION CU OI `° (2017) W .c CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS UJ SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I-- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. S w W N o Ln � Q cy) O cn o C7 >- LL. z W cn z J Vr BBBBBBBBBI Z o U L LL c 3 G W DRAWING SETS REVIEW 11.14.181011 • 12MA1.18 [DO) BID 00.00.00 PERMIT (80 REVIEW) 08.08.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER B, 2018 R. COf/"Xz ♦, y�OQN �• — o Ow W CHRISI 110 R. CONNELLY, PE PE•FL83886 i CA -FL 86841 "J a LIFE SAFETY PLAN C� L m A102 cn 41 O O N- 0 C O 0) a) -C U C) C N 0 0 W C 0 0 04 0 a) C 0 d- ++ 0 0 a) C 0 II -C U C A-- v o -C N 0 L T07 a) 0 c 0 -C r-A �t -C C 0 MEANS OF EGRESS NOTES 1. THE PATH OF EXIT TRAVEL TO EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF I.F.C. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED, AS NECESSARY, TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET (30480 mm) FROM THE NEAREST VISIBLE SIGN. 2. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5-FOOT-CANDLES (54") FROM EITHER OF TWO ELECTRIC LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL PROVIDE EQUIVALENT 3. LUMINANCE AND BE LISTED FOR THE PURPOSE. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM FROM STORAGE BATTERIES, UNIT EQUIPMENT AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. 4. ANY TIME A BUILDING OR PORTION OF A BUILDING IS OCCUPIED, THE MEANS OF EGRESS SERVING THE OCCUPIED PORTION SHALL BE ILLUMINATED AT THE INTENSITY F T FOOT-CANDLE AT THE FLOOR LEVEL. THE POWER SUPPLY 0 NO LESS THAN 1 F00 C E FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES OF ELECTRICAL SUPPLY. 5. PROVIDE TACTILE EXIT SIGNS IMMEDIATELY ADJACENT TO THE DOOR ON THE STRIKE SIDE AT 60" ABOVE FINISHED FLOOR, SO THAT THEY ARE FULLY VISIBLE WHEN THE DOOR IS IN AN OPEN OR CLOSED POSITION IN THE FOLLOWING LOCATIONS: A. EACH GRADE LEVEL EXTERIOR EXIT DOOR SHALL BE IDENTIFIED BY A TACTILE EXIT WITH THE WORD, "EXIT." B. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS ON A STAIRWAY OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS APPROPRIATE: 1. "EXIT STAIR DOWN" 2. "EXIT RAMP DOWN" 3. "EXIT STAIR UP" 4. "EXIT RAMP UP" C. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE -LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." D. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR HALLWAY THAT IS REQUIRED TO HAVE VISUAL EXIT SIGN, SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS, "EXIT ROUTE." 6. PROVIDE A MINIMUM OF (1) 2A-1OB:C FIRE EXTINGUISHER PER 3,000 SQUARE FEE - OF FLOOR AREA WITH A MAXIMUM TRAVEL DISTANCE OF 75 FEET, MOUNTED IN AN ACCESSIBLE LOCATION. 7. LOCATE FIRE EXTINGUISHERS AT A MAX. TRAVEL DISTANCE OF 75'-0" APART OR PER THE DIRECTION OF THE FIRE MARSHAL. EXTINGUISHER LOCATIONS ARE NOTED BY PLAN SYMBOL. 8. PROVIDE A KNOX BOX AND FIRE RISER ROOM SIGNAGE AT THE FIRE SPRINKLER RISER ROOM. 6. EXISTING STAIRS NOT IDENTIFIED AS EXISTS ARE TO BE LOCKED AT ALL TIMES AND ONLY ACCESSIBLE TO EMPLOYEES. SURFACE -MOUNTED ABC FIRE EXTINGUISHER PLAN ELEVATION NOTE: G.C. TO PROVIDE AND INSTALL (1 PORTABLE FIRE EXTINGUISHER FOR EVERY 3,000 S. F. OF FLOOR AREA MINIMUM OF 3). TRAVEL ISTANCE TO AN EXTINGUISHER SHALL NOT EXC ED 75 FEET. ALL EXTING ISHERS SHALL BE CONSPICUOUSLY LOCATED AND READILY ACCESSIBLE. FACTUAL LOCATION T.B.D. IN FIELD BY TENANT/G.C. & APPROVED BY FIRE MARSHALL) MODEL' 2A:IOB:C (OR PER LOCAL CODE REQUIREMENTS) FIRE EXTINGUISHER Scale : N.T.S. TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE OCCUPANCY WITHOUT SPRINKLER WITH SPRINKLER (feet) (feet) R M A, F-1 1-1 S-1 F-2, S-2, U H-1 H-2 H-3 H-4 H-5 E, D, S-2, 1-2, 1-3 1 LIFE SAFETY NOTES SCALE NTS 100e 200b 150 250c Not Permitted 250c 200 400c 300 400c Not Permitted 75c Not Permitted 100c Not Permitted 150c Not Permitted 175c Not Permitted 200c 150 200c NOTE: 1. ALL EXTERIOR DOORS ARE HOLLOW METAL 3070 EGRESS W/ PANIC HARDWARE 2. ALL AREAS SHALL BE CLASS C PER OWNERS SPECS, WALL FINISH SHALL BE CLASS C. THE MINIMUM FLAMESPREAD CLASSIFICATION OF INTERIOR FINISH OTHER THAN FLOOR FINISH AND FLOOR COVERINGS SHALL BE BASED ON THE USE OR OCCUPANCY AS SET FORTH IN TABLE 803.5. AND SECTION 803 FLOOR FINISHES TO COMPLY WITH SECTION 804 OF THE IBC. ALL LOCKING DOOR HARDWARE SHALL BE LEVER TYPE AND SHALL DISENGAGE FROM THE EGRESS SIDE OF THE DOOR 508.3.2 NONSEPARATED OCCUPANCIES. BUILDINGS OR PORTIONS OF BUILDINGS THAT COMPLY WITH THE PROVISIONS OF THIS SECTION SHALL QUALIFY AS NONSEPARATED OCCUPANCIES. 508.3.2.1 OCCUPANCY CLASSIFICATION. NONSEPARATED OCCUPANCIES SHALL BE INDIVIDUALLY CLASSIFIED IN ACCORDANCE WITH SECTION 302.1. CODE REQUIREMENTS SHALL APPLY TO EACH PORTION OF THE BUILDING BASED ON THE OCCUPANCY CLASSIFICATION OF THAT SPACE EXCEPT THAT THE MOST RESTRICTIVE APPLICABLE PROVISIONS OF SECTION 403 AND CHAPTER 9 SHALL APPLY TO THE ENTIRE BUILDING OR PORTION THEREOF. 508.3.2.2 ALLOWABLE AREA AND HEIGHT. THE ALLOWABLE AREA AND HEIGHT OF THE BUILDING OR PORTION THEREOF SHALL BE BASED ON THE MOST RESTRICTIVE ALLOWANCES FOR THE OCCUPANCY GROUPS UNDER CONSIDERATION FOR THE TYPE OF CONSTRUCTION OF THE BUILDING IN ACCORDANCE WITH SECTION 503.1. 508.3.2.3 SEPARATION. NO SEPARATION IS REQUIRED BETWEEN OCCUPANCIES. EXCEPTION: GROUP H-2, H-3, H-4 OR H-5 OCCUPANCIES SHALL BE SEPARATED FROM ALL OTHER OCCUPANCIES IN ACCORDANCE WITH SECTION 508.3.3 TTOM OF P TACTILE ARACTERS TTOM OF NEST BRAILLE ARACTERS - WALKING SURFACE TACTILE SIGN POSITION AT EXIT DOORS ICC ANSI A117.1 2003: SECTION 703 FE FIRE EXTINGUISHER TYPE 2•A:IOB:C MIN RATING SEE FIRE ALARM PLANS FOR FIRE EXTINGUISHER PLACEMENT., MANUAL PULLL STATION LOCATIONS AND VISUAL AND AUDIBLE WARNING SYSTEMS. ALL MODIFICATIONS BY OTHERS. EG EGRESS DOOR WITH PUSH TYPE EMERGENCY HARDWARE AND EMERGENCY EXIT SIGNAGE KNOX KNOX BRAND KEY BOX, 3200 SERIES, WITH KEYS TO THE BUILDING, SHALL BE INSTALLED AT THE FIRE DEPARTMENT ACCESS DOOR INTO THE BUILDING. MOUNT AT A HEIGHT OF 6 FEET ABOVE FINISHED GRADE. NOTE: 1. ALL EXTERIOR DOORS ARE HOLLOW METAL 3070 EGRESS Wi PANIC HARDWARE 2. ALL AREAS SHALL BE CLASS C PER OWNERS SPECS, WALL FINISH SHALL BE CLASS C. THE MINIMUM FLAMESPREAD CLASSIFICATION OF INTERIOR FINISH OTHER THAN FLOOR FINISH AND FLOOR COVERINGS SHALL BE BASED ON THE USE OR OCCUPANCY AS SET FORTH IN TABLE 803.5. AND SECTION 803 FLOOR FINISHES TO COMPLY WITH SECTION 804 OF THE IBC 3. ALL LOCKING DOOR HARDWARE SHALLBE LEVER TYPE AND SHALL DISENGAGE FROM THE EGRESS SIDE OF THE DOOR TABLE 721.2.1.1 MINIMUM EQUIVALENT THICKNESS OF CAST -IN -PLACE OR PRECAST CONCRETE WALLS, LOAD -BEARING OR NONLOAD-BEARING FIRE PROTECTION NOTES (WHERE APPLICABLE) SIGNS. WHERE REQUIRED BY THE CODE OFFICIAL, FIRE APPARATUS ACCESS ROADS SHALL BE MARKED WITH PERMANENT NO PARKING -FIRE LANE SIGNS COMPLYING WITH FIGURE D103.6. SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES WIDE BY 18 INCHES HIGH AND HAVE RED LETTERS ON A WHITE REFLECTIVE BACKGROUND. SIGNS SHALL BE POSTED ON ONE OR BOTH SIDES OF THE FIRE APPARATUS ROAD AS REQUIRED BY SECTION D103.6.1 OR D103.6.2. ROADS 20 TO 26 FEET IN WIDTH. FIRE APPARATUS ACCESS ROADS 20 TO 26 FEET WIDE SHALL BE POSTED ON BOTH SIDES AS A FIRE LANE. ROADS MORE THAN 26 FEET IN WIDTH. FIRE APPARATUS ACCESS ROADS MORE THAN 26 FEET WIDE TO 32 FEET WIDE SHALL BE POSTED ON ONE SIDE OF THE ROAD AS A FIRE LANE. A KNOX BRAND KEY BOX, 3200 SERIES, WITH KEYS TO THE BUILDING. SHALL BE INSTALLED AT THE FIRE DEPARTMENT ACCESS DOOR INTO THE BUILDING. TMOUNT AT A HEIGHT OF 6 FEET ABOVE FINISHED GRADE. 912.1 INSTALLATION. FIRE DEPARTMENT CONNECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA STANDARD APPLICABLE TO THE SYSTEM DESIGN. 912.2 LOCATION. WITH RESPECT TO HYDRANTS, DRIVEWAYS. BUILDINGS AND LANDSCAPING. FIRE DEPARTMENT CONNECTIONS SHALL BE SO LOCATED THAT FIRE APPARATUS AND HOSE CONNECTED TO SUPPLY THE SYSTEM WILL NOT OBSTRUCT ACCESS TO THE BUILDINGS FOR OTHER FIRE APPARATUS. THE LOCATION OF FIRE DEPARTMENT CONNECTIONS SHALL BE APPROVED. 912.2.1 VISIBLE LOCATION. FIRE DEPARTMENT CONNECTIONS SHALL BE LOCATED ON THE STREET SIDE OF BUILDINGS. FULLY VISIBLE AND RECOGNIZABLE FROM THE STREET OR NEAREST POINT OF FIRE DEPARTMENT VEHICLE ACCESS OR AS OTHERWISE APPROVED BY THE CODE OFFICIAL. 912.3 ACCESS. IMMEDIATE ACCESS TO FIRE DEPARTMENT CONNECTIONS SHALL BE MAINTAINED AT ALL TIMES AND WITHOUT OBSTRUCTION BY FENCES. BUSHES. TREES. WALLS OR ANY OTHER OBJECT FOR A MINIMUM OF 3 FEET. 912.3.1 LOCKING FIRE DEPARTMENT CONNECTION CAPS. THE FIRE CODE OFFICIAL IS AUTHORIZED TO REQUIRE LOCKING CAPS ON FIRE DEPARTMENT CONNECTIONS FOR WATER -BASED FIRE PROTECTION SYSTEMS WHERE THE RESPONDING FIRE DEPARTMENT CARRIES APPROPRIATE KEY WRENCHES FOR REMOVAL. CONCRETE TYPE MINIMUM SLAB THICKNESS (INCHES) 912.4 SIGNS. A METAL SIGN WITH RAISED LETTERS AT LEAST I INCH IN SIZE SHALL BE MOUNTED ON ALL FIRE DEPARTMENT FOR FIRE -RESISTANCE RATING OF CONNECTIONS SERVING FIRE SPRINKLERS, OR FIRE PUMP CONNECTIONS. SUCH SIGNS SHALL READ: AUTOMATIC 1-HOUR 1-1/2-HOUR 2-HOUR 3-HOUR 4-HOUR SPRINKLERS OR STANDPIPES OR TEST CONNECTION, OR A COMBINATION THEREOF AS APPLICABLE. SILICEOUS 3.5 4.3 5.0 6.2 7.0 CARBONATE 3.2 4.0 4.6 5.7 6.6 SAND- HVAC DUCT SMOKES MUST PERFORM GLOBAL SHUTDOWN OF ALL UNITS AND ARE ALLOWED TO PROVIDE A LIGHTWEIGHT 2.7 3.3 3.8 4.6 5.4 SUPERVISORY SIGNAL AT THE PANEL. LIGHTWEIGHT 2.5 3.1 3.6 4.4 5.1 907.18 RECORD OF COMPLETION. A RECORD OF COMPLETION IN ACCORDANCE WITH NFPA 72 VERIFYING THAT THE SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS SHALL BE PROVIDED. 907.19 INSTRUCTIONS. OPERATING. TESTING AND MAINTENANCE INSTRUCTIONS AND RECORD DRAWINGS ('AS BUILTS") AND EQUIPMENT SPECIFICATIONS SHALL BE PROVIDED AT AN APPROVED LOCATION. THE FIRE ALARM SYSTEM SHALL BE CONNECTED TO THE THERMOSTAT OF THE HEATER (S) IN THE RISER ROOM. 607.1 REQUIRED. NEW ELEVATORS SHALL BE PROVIDED WITH PHASE I EMERGENCY RECALL OPERATION AND PHASE 11 EMERGENCY IN -CAR OPERATION IN ACCORDANCE WITH ASME A17.1. THE STATE ELEVATOR INSPECTOR SHALL INSPECT THE ELEVATOR AS WELL AS A MEMBER FROM THE FIRE PREVENTION BUREAU. THE STATE INSPECTOR SHALL FORWARD A COPY OF THE INSPECTION TO THIS OFFICE PRIOR TO FINAL CERTIFICATE OF OCCUPANCY. [B] 607.2 EMERGENCY SIGNS. AN APPROVED PICTORIAL SIGN OF A STANDARDIZED DESIGN SHALL BE POSTED ADJACENT TO EACH ELEVATOR CALL STATION ON ALL FLOORS INSTRUCTING OCCUPANTS TO USE THE EXIT STAIRWAYS AND NOT TO USE THE ELEVATORS IN CASE OF FIRE. THE SIGN SHALL READ: IN FIRE EMERGENCY. DO NOT USE ELEVATOR. USE EXIT STAIRS. THE EMERGENCY SIGN SHALL NOT BE REQUIRED FOR ELEVATORS THAT ARE PART OF AN ACCESSIBLE MEANS OF EGRESS COMPLYING WITH SECTION 1003.2.13.3. 607.3 ELEVATOR KEYS. KEYS FOR THE ELEVATOR CAR DOORS AND FIRE-FIGHTER SERVICE KEYS SHALL BE KEPT IN AN APPROVED LOCATION FOR IMMEDIATE USE BY THE FIRE DEPARTMENT. MOUNT A RED BOX (ASK ELEVATOR PERSONNEL) NEXT TO ELEVATOR WITH ELEVATOR KEY TO OPEN DOOR. PORTABLE FIRE EXTINGUISHERS OF A 2-A:10-8:C MINIMUM RATING WILL BE REQUIRED AND INSTALLED IN ACCORDANCE WITH IFC 906. NFPA 10, APPENDIX E. EXTINGUISHERS WILL BE REQUIRED ON ALL FLOOR LEVELS WITH PRIMARY MOUNTING LOCATIONS AT THE EXITS WITH INSTALLATION BASED ON A MAXIMUM 75 FOOT TRAVEL DISTANCE. FIRE EXTINGUISHERS ARE REQUIRED TO BE SERVICED ANNUALLY. THEY MUST HAVE AN INTACT TAMPER SEAL ON THE PIN. THEY MUST BE CLEARLY TAGGED INDICATING DATE -OF -SERVICE AND/OR INSTALLATION AND MUST NOT HAVE OBJECTS PLACED IN FRONT OF THEM THAT WOULD RESTRICT VISIBILITY AND/OR ACCESSIBILITY. 315.2.3 EQUIPMENT ROOMS. COMBUSTIBLE MATERIAL SHALL NOT BE STORED IN BOILER ROOMS, MECHANICAL ROOMS OR ELECTRICAL EQUIPMENT ROOMS. MOUNT A SIGN STATING "EQUIPMENT ROOM - NO STORAGE" 510.1 IDENTIFICATION. FIRE PROTECTION EQUIPMENT SHALL BE IDENTIFIED IN AN APPROVED MANNER. ROOMS CONTAINING CONTROLS FOR AIR-CONDITIONING SYSTEMS, SPRINKLER RISERS AND VALVES. OR OTHER FIRE DETECTION, SUPPRESSION OR CONTROL ELEMENTS SHALL BE IDENTIFIED FOR THE USE OF THE FIRE DEPARTMENT. APPROVED SIGNS REQUIRED TO IDENTIFY FIRE PROTECTION EQUIPMENT AND EQUIPMENT LOCATION, SHALL BE CONSTRUCTED OF DURABLE MATERIALS. PERMANENTLY INSTALLED AND READILY VISIBLE. THE SIGN SHALL READ: FIRE SPRINKLER CONTROL ROOM 505.1 ADDRESS NUMBERS. NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS. BUILDING NUMBERS, OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION TO BE PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMBERS SHALL BE A MINIMUM OF 4 INCHES HIGH WITH A MINIMUM STROKE WIDTH OF 0.5 INCH. LIGHTNING STEEL I CG19-014 FC-FG-1 CONNELLY GROUP CONS LTI N® INGINIIRS Q 200 2nd Ave South - #465 - St Petersburg, FL 33701 Info@connellyengineering.com GO (T)813.232.8448 (F)800.69B. 1945 ....connel lyengineering.- r GO FIX CKAFTER I PROJECT DATA O CU CIDWXW A�1 BE CANrtR M M NE A LICENE M PRIEM WITH THE WI M( AM Nn AS ALITHWrr m MATE CANCEL ALTO 011 BET ASKS ART OF THE PROMM OF THE TEGYACAL CMES, NM SHALL MIRIUM OF A PONT FREW THE OFFICIAL FROM THEREAFTER REONENE A CONRECTION OP MM M PLAW DESIGNER CRC O W 18 eW W" IMITEN SR E WIIRK U OF RI COOS. EVERT IAR 0 OMEA= W THS! 0 MM :AFTER THE WORN AUININlfD W WCHI PENBI • BY SEEN POW MWITHE AFTER ITSAS EeuANCE. BR IF THE WORK ASntlPoffA T R THE TIME T E MIVEHNm w ABAINOIEO H91 A PENm � as ANNrHN AFTER THE TIME THE WON( E DRAWN BY W Q rANEN�o WE NNW CERTIFY THBIT THESE PLANB AN SPECFUTENE CNIFLr WITH THE REWEEYORS OF THE APPLEABLE aluMN MNS SPECFEO ON THE TITLE MEET JJC CHECKED p CRC I- J CL I- W W U $ e a FBCu� r 0 6TH EDITION CU w m (2017) iu a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR C3 AGENTS, RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. x N O Ln O co O W) C1j � Z Z J a v J V C3 � a O = CU CL 3: - z GW N DRAWING SETS REVIEW 8.14.18 (Oil • 12.04.18 (02) BIG 00.00.00 PERMIT (00 RENEW) 08.08.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 8, 2019 11 114 �`�HII1Ii�1 i •• p• �� GCS ;' O `--' '• OF CM10.•'• W CHRISTOPHER R. CONNELLY, PE PE-FL63886 i CA -FL 26841 J a LIFE SAFETY NOTES C� G °° A103 Cnn -c U c 0 0 a� c 0 II -c U c O 0 0 u -c U c m 0) a) K 00 a) o c 0 -c -c 1 REFLECTED CEILING PLAN SCALE:1/4" =11•0" - - -L -Al 1 l I I— 1 11 111 R'u l_ 11 LIGHTNING STEEL CG19-014 CONNELLY GROUP CONSULTING ENGINEERS Q200 2nd Ave South - *465 - St Petersburg, FL 33701 Info@connellyengineering.com w (T) 813. 232. 8448 (F) 800. 698. 1945 Lf) N ....connellyengineering.00. C33Per. 0 CU ♦ CFAPTER I SE MRSTRUCTEO M BE A LREME TO PRMMI WITH THE WOR( AND Am AB AmDWTY TO4"LATE. CA M ALTER OR BETAE"E MY a THEPROVExaB OF THE TECIM'AL CMM NOR SHALL FIANCE OF A MINT PREVENT THE allN PROJECT DATA DESIGNER In ♦ OFFICIAL FROM THEREAFTER REQUIRING A MIRREU pN OF ERRORS N PLANS. COIETNXT= OR VIOLATIONS OF TIRE COOS. EVERY PEDET FIRM WALL •!COME WYALD IREW N! ETHE WOAIRTICIRUED BY IRM POW W COMEmCFD WITIN INKCY) VI NTMB AFTER ITS WHAM. ON F TIE WORN AUTHOR 0 BY 91M PDIMT E CRC DRAWN BY BUBPEIDEO OR ABANOM FOR A PERIM OF Ml 1101171,11 AFTER THE THE THE WORK E mMENcm. JJC W Q WE IEIIBY CERTIFY THAT THESE PLANS AM SPECFWATNNE HDNPLY WITH TIE REOIRIER IOn OF THE APPLICABLE FILMS CMIS $POW= ON THE TITLE DEET CHECKED G CRC H O J tL H W W = N l• S � Q r FVR It7 r V m 0 6TH EDITION <U ♦ `° (2017) W Q CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT Q IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I.- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. U3 J W W N �- o Ln La ao CV) o >- LJL. Z w to � 1— � m Z J J En Q v J U c C3 L o cm < ILIII J ow DRAWING SETS REVIEW 11.14.19 am . Ie.04.18 (021 BID 00.00.00 PERMIT (BD REVIEW) 08.08.18 PROFESSIONAL BEAL DATE SEALED SEPTEMBER S. 2019 ♦`� ��Q� C0 ♦`�5.• • �y�. �V. Aom O cr �/11111111 W CHRISTOPHER R. CONNELLY, PE CL PE•FL83886 i CA -FL 28841 -J a REFEECTED CEILING PLAN c� L °° A104 cn L: _'1 M ,. T I•_ 00 C 0 c O .a C v 0 O a) c O 0 N O w- (D O 0) 0 00 O O 0 F4 0 0 4- a) c 0 -c L c O 0 LIGHTNING STEEL CG19-014 CONNELLY GROUP [CI,Gl CONSULTING ENGINEERS Q200 2nd Ave South - #465 - St Petersburg, FL 33701 lnfo@connellyengineering.com N (T) 813. 232. 8448 (F)800.698. 1945 Ln In www.connellyengineering.com r a) mCHAP1fl I PROJECT DATA p N ♦ BE CmeTRUCTEO TO IE A LMRMBE TO PANXID MTN THE WW OFnNTIVOCAL�� W OF OR WY OF THE PROWN0318 TFFMAL FM TIF%AFTER MUM A CINN UTMRI OF BOOM E PL MM DESIGNER CRC ♦ CA ComTRUCTISM OR VELAROMB OF THIS CODE. EVERY PERMT =0 WALL REWK MAW IRIEBB THE IR M AUTHORIM BY BUCH PERNTIS CONNINm WATIRMm IAOMnIS AFTER RB ONRIA10E OR F THE WORT( AUTHIMEO BY BUM PERARr IS EEPOMORAL O MFORAPERIODOFBOIWHOAFTERTHETIETHEWOMIS DRAWN BY LRJ aREWARMn WE NOM CERM THAT THERE PLAUAM RPEfRn AMIS CWLYWITH THE OF nE APPLICABLE MEMO CUES BPECFEO ON THE TITLE MIT JJC CHECKED CRC p H O J a w LR.I , 2 tf� B s � a FVQ C i� cn 0 5 6TH EDITION N 11 `° (2017) W Q CONNELLY GROUP CONSULTING ENGINEERS AND THEIR p AGENTS, RESERVES THE RIGHT TO REVISE DETAILS UJ SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT < IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I— CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD w VERIFICATION. s p W W N 1— o Ln t1� Q� o cy) ac o CIS >- i CJ Z J J n Q 0 C3 V Q Ln LL C� LL. N CL - EiW DRAWING SETS REVIEW 11.14.18 (01) -12.0438 (02) BID 00.00.0D PERMIT 1130 REVIEW) 09M.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 6, 2019 ``11111111///// ♦��,`�Op R, AP••� a V '� .. Av �"0. � //11111 W CHRISTOPHER R. CONNELLY, PE C- PE•FL83888 i CA -FL 26841 a ROOF PLAN c� L °° A200 cn 11 I i i i, �� i i t e I �i- r I a �� I nil LR 1 r I � � h�l III I I flllll111111�!l�I111��NIIl�� F III � � fill I I __ 11f - 1-— _ Ill' I - �_� I' R I _ I. 1 I•I __ I I I i I II I i �l 0) 1 ELEVATION - SOUTH - SCALE: lib' =1H-O- 2 ELEVATION -NORTH SCALE lib- =1E-ON V' JIIIIII' IIIIIIIIIII I IIIII;,IIIIIIfIII!—IIIIII p�FATWi-FSNTV , 07.D0' X MUM UOMTNNL so ELECTNCAL. OPEN BAY fl-HP-11 IIIIII LOW EAVE OVERHANG. CONT BUTTER % 11 AM LEADER BTSTEM MOAN R+ANEL pDlllll IIIII Illlllillll IIIIIII l'JIIIIIII fllillll !IIIIIIIIIIIIIII BUILDING UBKTM BEE ELECTRIM OPEN BAY LIGHTNING STEEL CG19-0141 CONNELLY GROUP + CONSULTING ENGINEERS Q200 2nd Ave South - *465 - St Petersburg, FL 33701 1 infoMconnellyengineering.com c*� (T)813.232.8448 (F)800.698.1945 in www.connellyengineering.com O r-iEC.CHATENH PROJECT 1 W DATA K18.UPE1Mf SHAH O A D NETS MIT ORM M CONOTIELATLICTSOCANC L, E A DR INESET TO AV OFWITH THE WORK 1 (T,I AND NO AS ADLTNM7Y r0 VNKATL CANCEL, ALTER M N[i AME AV IF THE LmOYIBWMB OF THE M NIGL COOEL NOR NULL NUANCE OF A POSIT PREVENT THE NLMN DESIGNER I ` OFFAAIL FROM THEREAFTER RENNIMi A CORRECTION OF ERRORS N KAML CNEIROCTNN OR VNLATON OF TNR CODE. EVERT MW NNEO NULL Nc'LOEE CRC NVALW MLEM THE WORK w9WR® RT SUCH PENMT N COMNENCEO WMIN BE — Q] MMTHE AFTER ITS NNIMKE. OR F THE WON( AOTNNEEO BY KM MONT N DRAWN BY SUMO OR ARNNN® FOR A PERIOD OF NK MONTHS AFTER THE This THE WORK N caMexcm. JJC W WE HEREBY CERTIFY THAT THEM PLANE AND BPEW"TNDM CO PLY WHTH THE Q REwENonB OF THE AI+M K LMM LOGES MWED ON THE MLE WEFT CHECKED G CRC H ' O J IL H I W LU Do 1 i g I a FBCv C3 0 6TH EDITION N (2017) W� CONNELLY GROUP CONSULTING ENGINEERS AND THEIR AGENTS, RESERVES THE RIGHT TO REVISE DETAILS W SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN F- CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. W W N o L Q Cn O Cn � I o co >- LPL �cn �I � Z J RLRLRLRLIRL� CD of Z Z V I moor I'll L C3 Q in >" � CU 3 O W _! z d- tv DRAWING SETS REVIEW I011 • 12.04.1810e1 — - - — _-- BID 00.00.00 PERMIT ISO REVIEW) 09.06.18 I� i I I PROFESSIONAL SEAL DATE SEALED: SEPTEMBER S. 2019 i a�p9��11�07pp�A� elk O ®� OF �uo o 0 0 R%®�°°°°moo AL cr.p41Pp W Oa W CHRISTOPHER R. CONNELLY, PE C- PE-FL63888 i CA+L 26841 J ELEVATIONS a !� II A300 C) C I I U c c . 12 24 GAG SEAM GROOF 12 I _ I 26 GAGE R PANEL _ _--_ RIOGELINE -2592' (MOL1 23.00' \\ Rr LOW EAVE LOW EAVE OVERHANG , CONT GUTTER AND LEADER SYSTEM +Is.00' ROOF HIGH POINT - - IS.6T LOW EAVE BUILDING LIGHTING. SEE ELECTRICAL O I -- -- 4"- PROVIDE SPLASH BLOCK AT ALL DOWNSPOUTSTOP DF-eLAS (PFE1 SLOPE GRADE PER CIVIL SLOPING —/ CONCRETE RAMP \\'-�--0- 1ELEVATION - EAST SCALE:1/8" =1'-0" - 24 GAGE STANDING 12 SEAM ROOF 12 RIOGELINE I 1 +25.92' IMOL1 - _ _ - _ - E6 GAGE RPANEL L+zEAVE B.aG - _— aw 'S' - - - OPEN BAY RIGID LOW EAVE OVERHANG, CONT FRAME GUTTER AND LEADER SYSTEM BUILDING LIGHTING, SEE ELECTRICAL OHC SEE P-ANj I EF!i, +DO.GD' TOP OF SLAB IFFEI y P nmvporon%.Op(A7 SLOPE WAX PER CRIL ,GO.IT FINISHED GRADE 1 GN[PETE RANI 2 ELEVATION - WEST - SCALE: l/B" If a I I,. 1 ,n. LIGHTNING STEEL CG19-014 C CONNELLY GROUP C O N S U L T I N G E N G I N E E R S Q200 2nd Ave Sou IT - #465 - St Petersburg, FL 33701 DO info@connellyengineering.com m (T) 813. 232. 8448 (F)800.698. 1945 LIT) WAMW.connellyengineering.coR Lr3 r- `R` CHARTER' PROJECT IOSA.1 PERMIT INTENT . O A PERMIT ISSUED SHALL BE CONSTRUCTED TO BE A LICENSE TO PROCEED WITH THE WORK DATA CU AND NOT AS AUTHORITY TO VIOLATE. CANCEL, ALTER OR BET ASIDE ANY OF THE PROMIONS \ OF Lo THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DESIGNER OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE. EVERY PERMIT ISSUED SHALL BECOME CRC \ INVALID UNLESS THE WORK AUTHORIZED By SUCH PERMIT IS COMMENCED WITHIN SIX -wu� En MONTHS AFTER ITS ISSUANCE. OR IF THE WORK AUTHORIZED BY SUCH PERMIT IS DRAWN BY 1 SUSPENDED OR ABANDONED FOR A PERIOD OF SIX MONTHS AFTER THE TIME THE WORK IS IT COMMENCED. JJC QWE HEREBY CERTEY THAT THESE PLANS 00 SPECIFICA110 6 COMPLY WITH THE CHECKED REQUIREMENTS OF THE APPLICABLE BUl_NNG CODES SPECIFIED ON THE TITLE SHEET p CRC 0 J � I LLJ w = 1 I U) L a FBC 100 r E 6TH EDITION CU ED cn(2017) w a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR p AGENTS, RESERVES THE RIGHT TO REVISE DETAILS UJ SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE En DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I.- CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD w w VERIFICATION. S cn W N 1— L o cn o � Lo >- LL Zw �_ V z J cn Z aJ o U = J U � o Q _ ILL_ Lo U_ cu w O W J z q' N DRAWING SETS REVIEW 11.14.19 I00 •18.04.18 (021 BID OQ00.00 PERMIT EBB REVIEW) 09.08.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 6, 2019 .53 5 m �o d � ° G CHRISTOPHER R. CONNELLY, PE PE•FL63886 / CA -FL 26841 ELEVATIONS A301 0 6 n 0 R 1/4" 2 1/4" -- �E FIELD 1 � � AOOITIpNAI 41/2" — 41/2" ROOM OR SPACE DESCRIPTION - 6" - C 1 _TYPICAL SIGN PLACEMENT SCALE: NTS ( NOTE: SIGNAGE PROVIDED BY OWNER. INSTALLED BY G.C. PRIMARY OTHER I 'Ell M. LNl 1406AND] WHITE LETTER I" H MICROGRAM GREY BACKGROUND WHITE SYMBOL, 3" H WHITE LETTER I" H MICROGRAMMA 4" B. MAX. _ 0 un FLOOR LINE a ALL SIGNAGE SHALL CONFORM W/. STATE AND FEDERAL ACCESSIBILITY CODE, AND AMERICANS W/. DISABILITIES ACT Fig. 703.3.11 Location of Tactile Signs at Doors I I I i 1 I — cef,terr,-d oti lactlle c-'aracte's -Quest 2006 Codes Complete Collection ARFA.OF BEPrij Q E N �i �9 64 • 3' i '71 f1 jp.re n i• 2 ANSI SIGNAGE REQUIREMENTS SCALE: NTS NOTES ACCESSIBLE SIGNS SHALL COMPLY WITH SECTION 703.0E THE ICC/ANSI A117.1m2OO9. PROVIDE INTERNATIONAL SYMBOL OF ACCESSIBILITY ON ALL ACCESSIBLE AREA SIGNAGE. Table 703.2.4—Visual Character Height Height above Floor to Baseline of Character Horizontal Viewing Distance Minimum Character Height Less than 6 feet (1830 mm) 5, inch (16 mm.) 40 inches (1015 mm) to less than or 6 feet (1830 mm) and greater `i_ inch (16 mm). plus'1 inch (3,2 equal to 70 inches (1780 mm) =' mm} per foot (305 mm) of viewing distance above 6 feet (1830 m m ) Less than 15 feet (4570 mm) 2 inches (51 mm) Greater than 70 inches (1780 mm) to less than or equal to 15 feet 14570 mm) and greater 2 inches (51 mm;i. plus', _ inch (3.2 120 inches (3050 mm) mm) per foot (335 mm) of viewing distance above 15 feet (4570 mm) Less than 21 feet (6400 mm) 3 inches (75 1rtm) Greater than 120 inches 21 feet (6400 mm) and greater 3 inches (76 mm). plus 'I inch (3.2 (3050 mm) mm) per foot (335 mm) of viewing distance above 21 feet (6400 mm) Table 703.4.3— Braille Dimensions Measurement range Minimum In inches Maximum in inches Dot base diameter 0.059 (1.5 mm) to 0.063 (1.6 mml Distance between tvlio dots In the same cel! 0.090 (2.3 mm) to 0.100 (2.5 mm) Distance betv.,een corresponding dots in adjacent cellsl 0.241 (6.1 mm) to 0.300 (7.6 mm) Dat height 0.025 (0.6 mm) t0 0.037 (0.9 mm) Distance betv.,een corresponding dots from one cell directly belowl 0.395 (10.0 mm) to 0.400 (10.2 mm) 1 (Measured center to center Fig. 703.3.10 Height of Tactile Characters above Floor or Ground 'acre: ¢ or E3rado mountira rlelgnt sec S ction 703,415 Fig. 703.3.5 Character Height Fig. 703.6.3.1 International Symbol of Accessibility LIGHTNING STEEL j CG19-0 4 C^ CONNELLY GROUP i VC O N S U L T I N G E N G I N E E R S Q200 2nd Ave South - #465 - St Petersburg, FL 33701 info@con, ellyengineering.com v (T)813, 232. 8448 (F)800. 698. 1945 u7 WWW.connellyengineering.com In r � PROJ FEE. CHAPTERI ECT 105.4.1 PERMIT N ENT DATA C:3 A PERMIT ISSUED SHALL BE CONSTRUCTED TO BE A LICENSE TO PROCEED W-H THE WDRK (U AND NOT AS AUTHORITY TO VIOLATE. CANCEL. ALTER OR SET ASIDE ANY OF THE PROVISIONS DESIGNER \ OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING co OF FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS CRC CDNSTIR CTION OR VIOLATIONS OF THIS CODE. EVERY PERMIT 19SUH SHALL BECOME CRC \ IXVAL10 UNLESS THE WORK AUTHORIZED BY SUCH PERMIT IS COMMENCED WITHIN SIK Cn MONTHS AFTER ITS ISSUANCE, SR IF THE WORK AUTHORZEO BY SUCH PERMITANOONEO IS DRAWN BY SUSPENDED OR ABFOR A PERIOD OF SIX MONTHS AFTER THE TIME THE WORK IS COMMENCED. JJC LLJ WE HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE Q REQUIREMENTS OF THE APPLICABLE BUILDING CODES SPECIFIED ON THE TITLE SHEET CHECKED p CRC 0 J 0- w_ w C I FBC r 1n 0 6TH EDITION N CID (2017) 111 CONNELLY GROUP CONSULTING ENGINEERS AND THEIR AGENTS, RESERVES THE RIGHT TO REVISE DETAILS w SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE Cn DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I.- CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD w w VERIFICATION. Cn W N C3 In CO Co Cn 0 U. L. � Z W V Z Z aJ J o U J U coQ LL = C3 � Liz N � = �— EL z O W V- N DRAWING SETS REVIEW 11.14.18 (01) • Z.04.18 (021 BIU 00.00.00 Uj a. J M Z3 cn PERMIT IBOREVIEW) _ --08.08.18 PROFESSIONAL SEAL DATE SEALED SEPTEMBER 6, 2019 CHRISTOPHER R. CONNELLY, PE PE•FL63886 / CA+L 26841 ADA CLEARANCES r I I I MEAffkA 0 0 0 c 0 0 c- O c O 0 Q) c 0 c 0 0) c 0 N 0 O HI/LO DRINKING FOUNTAIN. 30"X 48" MINIMUM CLEAR FLOOR SPACE. /_ _ �L/-z lz� �- 48' PLAN 8' 8' - I � W 1 , 1 m DO HI-LO DRINKING 1 m FOUNTAIN FINISH FLOOR 1 1 1 1 I F I_cVA7IC N H . C. F, W. C SCALE: NTS ALLOWABLE REACH (A) FORWARD CBI SIDE THE MAXIMUM HIGH FORWARD THE MAXIMUM HIGH SIDE REACH IS 48" REACH IS 5W THE MAXIMUM LOW FORWARD THE MAXIMUM LOW SIDE REACH IS 15" REACH IS 9" 5'-0" OH.C. WHEEL CHAIR TURNING SPACE FIG. 1 1 RESTROOM DETAILS SCALE 30"X48" CLEAR FLOOR SPACE AT LAVATORY SHALL COMPLY WITH ALL PERTINENT LOCAL CODES. 1 � I N ED 1 I 1 m 1 1 - I 18' - 42' -T- - 52' MIN. 12' 59" MIN FLR. MTD. W.C. WATER CLOSET AND LAVATORY SPACE FIG. 2 - BLOCKING AS REQUIRED FOR SECURE ATTACHMENT OF WALL MOUNTED ITEMS. -0" (z6") MIN. if-oAX 2) 3'-6" (42") MIN. MAX S.S. GRAB BAR \ S.S. S-0" MAX. T.P. DISP. z GRA BAR xiL Z_ � I -6" (18") SEE ENLARGED PLANS FOR STALL AND MANEUVERING CLEARANCES C GRAB BAR LOCATIONS SCALE: 3/8" =1' - 0" 2 FIXTURE MOUNTING DETAILS SCALE: 3/8"=1''0" 17' 8 3/8' - NOTE: - - CONTRACTOR TO FIELD MODIFY P-TRAP AND 4 3�B' OFFSET DRAIN TO EXACT SIZES AS SHOWN. 1 1 I 1 a m 4 r , m COORD. \ WITH `-A.D.A. o CLEAR- ANCES L 1 l - ACCESSIBLE LAVATORY INSTALLATION DETAII - SCALE: N.T.Q. MINIMUM MANEUVERING CLEARANCE DR;,, 4' 54' MIN. 24 PREFERRED MI MINIMUM MANEUVERING CLEARANCE AT DOORS 21/4' 21/4' ALIGN NOTE: --REV' -1FLG ALL SIGNAGE SHALL CONFORM 1 I BC 009 v En 1 DO I 1 WITH I 2 ACCESSIBILITY CODE, AND AMERICANS WITH 1 DISABILITIES ACT 2012, U) - �a m' 1 41/2' 4 1/2' 'REY BACKGROUND q• q• ROOM OR SPACE , -WHITE LETTER 1" H DESCRIPTION MICROGRAMMA 1 0 _ U)B. _ GREY BACKGROUND WHITE SYMBOL, 3" H in WHITE LETTER 1" H F!0 DANGER MICROGRAMMA UNE I i MIN.," cc 70x / DR /-- . r MINIMUM MANEUVERING CLEARANCE I�:yy:�:y�s•A� -SIDE WALL GRAB BAR HORIZ. 2x SOLID WOOD BLOCKING SHOWN SHADED REAR WALL GRAB BAR STUD WALL BLOCKING DETAIL D SCALE: 3/8" =1'- 0" SCALE ►OR i WALL CABINETS (IF APPLICABLE) -MIRROR, ANGLE TOWARD FLOOR WATER SUPPLY & DRAIN LINES SHALL BE FULLY COVERED W/ A REMOVABLE, NON-METALLIC PADDED COVER SHADED AREA DENOTES KNEE AND TOE X SPACE REQ'D. @ ACCESSIBLE LAV. Q CD a z � _ v o DIRECTION OF TRAVEL ^ � v FLOOR LINE v o I DASHED LINE DENOTES MAX. SIZE OF { MOUNTING BRACKETS FOR REMOVABLE 4 LAP PROTECTION AND APPEARANCE PANEI- f i SINK CLEARANCE DETAIL E SCALE: 3/8" =1'- 0" RESTROOM NOTES I. LAYOUT OF RESTROOM FACILITIES SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. INCLUDING ALL A.D.A. REQUIREMENTS. SUBMIT ANY MODIFIED LAYOUTS TO OWNER FOR THEIR REVIEW AND APPROVAL. 2. TOILETS SHALL BE EQUIPPED WITH THE FOLLOWING ACCESSIBLE FOR EACH. I EA. 18" X 24" FRAMED WALL MIRROR CONCEALED MOUNTING OVER EA. LAVATORY. INSTALL WITH BASE 0 40" A.F.F. I EA. TOILET TISSUE HOLDER - BRADLEY MODEL "5054" 18 GA. CHROME PLATED STEEL OR APPROVED EQUAL. INSTALL WITH CENTER LINE @ 24" A.F.F. I EA. HOOK - BRADLEY MODEL 931 MOUNTED TO DOOR FACE OR APPROVED EQUAL. INSTALL HOOK @ 4'-b" A.F.F. I EA, 1-1/4"- X36" 8 42" S.S. CODE APPROVED GRAB BARS WALL (OR FLOOR MOUNTED) AS REQUIRED. INSTALL GRAB BARS 0 34"-36" A.F.F. I EA. ELEC. HAND DRYER - INSTALL WITH OPERATING MECHANISM 0 48" A.F.F. BY ELECTRIC AIRE MODEL LE -I. DRYER LOCATED ON SIDE WALL TO LAV. I EA. CODE APPROVED ROOM IDENTIFICATION SIGN INSTALLED ADJACENT TO STRIKE JAMB/LATCH SIDE OF DOOR W. HORIZONTAL CENTERLINE 0 60" A.F.F. 3. INSTALL CONTINUOUS FIRE RETARDANT TREATED 2Xb BLOCKING BETWEEN STUDS FOR ALL HANDRAILS. GRAB BARS, FIXTURES, BRACKETS, ACCESSORIES. CABINETRY. AND MISC. SPECIAL TIES AS REQUIRED, UNLESS NOTED OTHERWISE. 4. USE 5/8" MOISTURE RESISTANT G.W.B. (GREEN BOARD) FOR RESTROOM WALLS AND TYP. G.W.B. FOR CEILINGS. 5. DOOR HARDWARE MUST BE MOUNTED BETWEEN 34" (MIN.) AND 48' (MAX.) GENERAL NOTES - I GRAB BARS SHALL BE 33' HIGH, 6 SHALL WITHSTAND A LOAD OF 300 LB. WITHOUT PERMANENT DEFLECTION. GRAB BAR TO BE 1•1/2' IN DIAMETER 8 CONTINUOUS WITH 1.1/2" CLEARANCE FROM THE WALL AND CENTER SUPPORT. GRAB BARS SHALL BE INSTALLED PARALLEL W/ THE FLOOR AND SHALL CONFORM TO THE DIMENSIONS SHOWN HEREIN. 2. IF ONE HANDICAPPED TOILET IS PROVIDED ITS HEIGHT MAY BE WITHIN THE RANGE OF 19'-20'. IF MORE THAN ONE TOILET IS PROVIDED IT SHALL BE AT 20' HEIGHT. 3 WHENEVER MORE THAN ONE (1) WATER FOUNTAIN IS PROVIDED, AT LEAST ONE PER FLOOR, SHALL MEET IBC2009 BARRIER FREE REGULATIONS. 4. AT LEAST ONE (1) MIRROR SHALL BE MOUNTED NO HIGHER THAN 40' FROM THE FLOOR OR THE MIRROR SHALL BE TILTED FOR VISIBILITY. 5. ALL DISPENSING MACHINES SHALL BE NO MORE THAN 40" FROM FINISHED FLOOR. b PROVIDE A 5'X5' TURNING RADIUS WITHIN THE TOILET ROOM. 7 INCLUDE A FLUSHING MECHANISM OTHER THAN FOOT OPERATED. 8. EACH BARRIER FREE TOILET ROOM SHALL HAVE AT LEAST ONE (1) LAVATORY WITH A NARROW APRON MOUNTED 27' FROM FINISHED FLOOR TO BOTTOM OF APRON. CONTROLS SHALL BE A MAXIMUM 20' FROM THE FRONT EDGE OF THE VANITY. FROM FLOOR TO LAVATORY RIM SHALL BE 33' HIGH. FAUCETS SHALL HAVE LEVER TYPE HANDLES • NO SELF CLOSING FAUCETS. LAVATORY DRAIN PIPES SHALL BE INSULATED TO PREVENT BURNING. REST ROOM SIGNAGE REQUIREMENTS SIGNAGE SHALL COMPLY WITH A.D.A. AND FLORIDA HANDICAP REQUIREMENTS: I. SIGNS SHALL INCLUDE THE FOLLOWING REQUIREMENTS: A. RAISED AND BRAILLE CHARACTERS 6 PICTOGRAMS. B. THE CHARACTERS AND BACKGROUND OF SIGNS SHALL BE EGGSHELL, MATTE OR OTHER NON -GLARE FINISH. C. CHARACTERS 8 SYMBOLS SHALL CONTRAST W/ THEIR BACKGROUND. D. LETTERS AND NUMBERS ON SIGNS SHALL HAVE A WIDTH TO HEIGHT RATIO BETWEEN 1:1 AND 3:5. AND STROKE WIDTH TO HEIGHT RATIO BETWEEN 1:5 AND 1:10. E. SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR AND POSITIONED SUCH THAT A PERSON MAY STAND WITHIN 3'-0" OF THE DOOR AND NOT BE WITHIN THE SWING OF THE DOOR. F. MOUNTING HEIGHT SHALL BE 60" ABOVE THE FINISHED FLOOR TO THE CENTER OF THE SIGN. G. MINIMUM SIZE OF SIGNS SHALL BE b" X b 2. PROVIDE SIGNS AT THE REST ROOM ENTRANCES. 4'-0" (48") MIN. 15" MiN. EQUIPMENT PERMITTED IN SHADED AREA LL — L J � X G I Z z ` 30"X48" CLEAR FL00 ACE 8" MIT, i 6" MAX. 2'-0" (24") MA . I DRINKING FOUNTAINS SCALE: 3/8" =1'- 0" X X key — Z Z 48" 48" NOTE: X SHALL BE < 25 IN. Z SHALL BE > X. WHEN X < 20 IN., THEN Y SHALL BE 48 IN. MAXIMUM. WHEN X IS 20 TO 35 IN., THEN Y SHALL BE 44 IN. MAXIMUM. MAXIMUM FORWARD REACH OVER AN OBSTRUCTION I I cc m I CD 48" i 30 48„ CLEAR FLOOR SPACE FORWARD APPROACH °ARALLEL APPROACH FORWARD REACH AND CLEAR FLOOR SPACE �~ SCALE: 3/8" =1' - 0" CH. 03, SECTION 3G5,308 � 4 SWITCHES THERMOSTAT RECEPTACLE I -� DIRECTION OF c TRAVEL 0 d FLOOR LINE _ O ' O F- \ C MOUNTING HEIGHTS SCALE: 3/8" =1' - O" 60" MIN, t i 60 IPlC DIAMETER ..°A WHEELCHAIR TURNING SPACE B SCALE: 3/8" =1' 0" \ DIR, z v OF TRAV,� Y� N I PUSH SIDE (F & ) HINGE SIDE APPRO H TE: F = Y=42" = Y=48" MIN IF OOR HAS BOTH A ITCH AND A CLOSER. r-o" DIR. MIN. OF TRAVEL I I I PUSH SIDE FRONT APPROAC (C) FRONT APPROACH, 12" PUSH SIDE, D R PROVIDED WITH BOTH CLO AND LATCH PULL SIDE (H & LATCH APPROACH) NOTE: H = Y=48" MIN. = Y=54" MIN. WHEN LATCH APPROACH, PULL SIDE, DOOR PROVIDED WITH CLOSER DIR. FA OF TF PULL SIDE (A) FRONT APPRCA( X PULL SIDE (D & E) HINGE SIDE APPROACH NOTE: D= X=36" MIN IF Y=60": E= X=42" MIN IF Y=54" DIR. OF TRAVEL I I I z 24" MIN. PUSH SIDE (J & K LATCH APP ACH) NOTE: I = Y=42" IN. K = Y=48" MIN. WHEN LATCH APPR CH, PUSH SIDE, DOOR PROVIDED WITH CLO R ACCESSIBLE DOOR DETAILS D SCALE: 3/8" =1'- 0" 3 ADA CLEARANCES SCALE: 3i8"=F-0" LIGHTNING STEEL CG19-014 C CONNELLY GROUP CONSULTING ENGINEERS Q200 2nd Ave South - #465 - St Petersburg, FL 33701 Info@connellyengineering.com 11g7 (T)813. 232, 8448 (F)800. 698. 1945 Lr) WWW.conneIIyen gIneering.com r F. CHAPTER I PROJECT 92 IfA.I PERMIT INTENT. C3NBTRUCTEO A PERMIT ISSUED SHALL BE CCTO BE A LICENSE TO PROCEED W9TH THE WORK DATA CU AND NOT AS AUTHORITY TO VIOUTE. CANCEL. ALTER OR BET ABIDE ANY OF THE PROVISIONS ♦ OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DESIGNER co OFFICIAL FROM THEREAFTER REWIRING A CORRECTION OF ERRORS IN PUNS, CONSTRUCODN DR VIOLATIONS OF THIS CODE. EVERY PERMIT ISSUED SHALL BECOME CRC ♦ INVALID UNLESS THE WORK AUTHOWEO BY SUCH PERMIT IB COMMENCED WITHIN SIX D7 MONTHS AFTER ITS ISSUANCE. OR IF THE WORK AUTHORIZED BY SUCH PERMIT IB DRAWN BY SUSPENDED OR ABANDONED FOR A PERIOD OF 0 MONTHS AFTER THE TIME THE WORK 18 • COMMENCED. JJC LLI WE HEREBY CERTIFY THAT THESE PLANS AND SPECEICATIONS COMPLY WITH THE Q REQUIREMENTS OF TIE APPLICABLE BMOSC CODES SPECffED ON THE TITLE SHEET CHECKED C3 CRC 0 J d it L - Lu w x In � FBC IT Itn r� °' 6TH EDITION C3 (1.1 `° m (2017) W a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR C3 AGENTS, RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN F- CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD w VERIFICATION. x J WVMS N C3 In cn C) CO O >MMM U. C-)Z W C1) cn Z J_ U o� LL-cm = U < Li N i_I r � � z O W VMS N DRAWING SETS REVIEW 0.14.18 (011 - 12.04.18 (021 BID 00.00.00 PERMIT (BD REVIEW) 08.06.18 I PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 6, 2019 I, N ' `' Z �® N I� a ®® < � '�09i,Igpp1V® W CHRISTOPHER R. CONNELLY, PE PE-FL63886 i CA -FL 26841 J RESTROOM DETAILS f— m O A401 in I I 1 I ullip'llIII-] limp 1 1111FIF7111 11 1 11 1 II I I I_ 11 _- I I _ I Im 1 nn 1 0 0 r- Q) c 0 II to a) t U O 0 L Q) c O c v Q) c O 7 0 0 0 (V O -c U c 0 0 AR_ Q) c 0 II r U c 0 O L 0) c 0 0 0 0 II .L U c L -c rn 0) T 0 0 r- Q) c 0 L 00 U -c c O 0 24X36 TEMPERED GLAZINGLLJ o W C-1 z z / W / O i m / O Z O / i w Z � U � \ \ N \ N \ \ to \ LOCKSET f LATCHSET DEADLOCK, RIM CYLINDRICAL FLOOR LINE — TYPICAL DOOR HARDWARE LOCATIONS DOOR DETAILS SCALE: NTS / W LN-) w Z F— i / W =D U m \ m PUSH PLATE PULL BAR WITH PLATE W O W W Z � J li CL LL- O Z CJ) w w z U J CC Q mm I'•8° z cn LHJ U IZ \ m EXIT DEVICE (FIRE ,/ PANIC) WITH PUSH PLATE DOOR NOTES 1. ALL DOOR HARDWARE TO BE LEVER TYPE AS PER FL ACCESSIBILITY CODES AND APPROVED BY TENANT. PANIC HARDWARE WILL BE PROVIDED ON EXIT DOORS. 2. ALL DOORS THAT ARE EQUIPPED WITH CLOSERS ARE TO BE PER FLORIDA ACCESSIBILITY CODES. 3. ACCESS TO EXITS SHALL BE MARKED BY APPROVED READILY VISIBLE SIGNS PER LIFE SAFETY CODES. 4. EMERGENCY LIGHTING FIXTURES SHALL BE INSTALLED AND ARRANGED SO THAT THE PATH OF TRAVEL IS ILLUMINATED BUT LIGHTING DOES NOT SHINE IN THE FACE OF PERSONS APPROACHING THE EXIT. 5. LOCKING DEVICES ON EXIT DOORS SHALL BE DIRECT ACTING REQUIRING NO MORE THAN A SINGLE MOTION PER LIFE SAFETY CODES. (NFPA 101, 7.2.1.5.3) 6. ALL EMERGENCY DOORS TO HAVE SINGLE ACTION PANIC HARDWARE. 7. LOCKING DEVICES ON EXIT DOORS SHALL NOT REQUIRE THE USE OF A KEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT, FROM INSIDE THE BUILDING. DOUBLE KEYED CYLINDER LOCKS ARE PROHIBITED. (NFPA 101, 7.2.1.5.1) 8. ALL INTERIOR DOORS (ASIDE FROM IMPACT DOORS 0 STOCK ROOM) TO BE SOLID CORE WOOD. 8. ALL DOORS TO BE KEYED ALIKE AS PER OWNER REQUIREMENTS. 9. ALL EXTERIOR DOORS EXCEPT ROLL UP DOORS TO HAVE ALUMINUM SADDLES. 10. PROVIDE DOOR STOPS WHERE REQUIRED. ALL EXTERIOR DOORS EXCEPT ROLL UP DOORS TO HAVE WEATHER STRIPPING, DOOR SWEEPS AND WEATHER STRIPS SHALL BE ADJUSTED TO ALLOW NO AIR GAPS OR LIGHT TO COME FROM THE EXTERIOR TO THE INTERIOR. 11. CONTRACTOR SHALL COORDINATE AND VERIFY ALL TRIM AND HARDWARE WITH OWNER PRIOR TO CONSTRUCTION. DOOR SCHEDULE DOOR MARK MATERIAL DOOR SIZE GLAZING IMPACT RESISTANT HANDLE TYPE CORE CLOSER ADDITIONAL HARDWARE SECURITY LOCKSET FIRE DOOR ASSEMBLY RATING NOTES IOOA ALUMINUM 3070 FULL Y PUSH PULL N Y N DEADBOLT N STOREFRONT DOOR IOOB METAL 3070 NONE N LEVER INSULATED Y KICK PLATE N 1.5 HR IOOC WOOD 3070 NONE N LEVER SOLID N N N N UNDERCUT PER MECHANICAL SPECS 101 WOOD 3070 NONE N LEVER SOLID N N SUPPLY RM N DEADBOLT 102 WOOD 3070 NONE N LEVER SOLID N N OFFICE N 103 WOOD 3070 NONE N LEVER SOLID N N OFFICE N IOLIA WOOD 3070 NONE N LEVER SOLID N KICK PLATE NONE N 104B WOOD 3070 NONE N LEVER SOLID N KICK PLATE NONE N 105A WOOD 3070 NONE N LEVER SOLID N KICK PLATE NONE N 105B METAL 3070 NONE N LEVER INSULATED Y KICK PLATE N 1.5 HR 106A WOOD 3070 NONE N LEVER SOLID N N RESTROOM N PROVIDE OCCUPANCY INDICATOR DEADBOLT 106E WOOD 2068 NONE N LEVER HOLLOW N N NONE N 107 METAL 3070 NONE N LEVER INSULATED Y KICK PLATE N 1.5 HR 108 WOOD 3070 NONE N LEVER SOLID N N RESTROOM N PROVIDE OCCUPANCY INDICATOR DEADBOLT 109 WOOD 3070 NONE N LEVER SOLID N N OFFICE N 110 METAL 3070 NONE N LEVER INSULATED Y KICK PLATE N 1.5 HR III WOOD 3070 NONE N LEVER SOLID N N OFFICE N 112 WOOD 3070 NONE N LEVER SOLID N N OFFICE N 113 WOOD 3070 NONE N LEVER SOLID N N OFFICE N 114 NONE 3070 CASED OPENING 115 WOOD 3070 NONE N LEVER SOLID N N OFFICE N 116 WOOD 3070 NONE N LEVER SOLID N N SUPPLY RM N DEADBOLT 117A METAL 3070 NONE N LEVER INSULATED Y KICK PLATE EGRESS N 117B METAL 3070 NONE N LEVER INSULATED Y KICK PLATE EGRESS N 117C METAL 25'W X 18'H NONE N CHAIN N N N N PROVIDE AUTOMATIC DOOR OPENER 117D METAL 18'W X 18'H NONE N CHAIN N N N N PROVIDE AUTOMATIC DOOR OPENER 117E METAL 18'W X 18'H NONE N CHAIN N N N N PROVIDE AUTOMATIC DOOR OPENER 117F METAL 25'W X 18'H NONE N CHAIN N N N N PROVIDE AUTOMATIC DOOR OPENER "2068" DENOTES DOOR OR WINDOW SIZE OF 2'-0" X 6'-8" ALL DOOR LOCKS TO BE ADA COMPLIANT WITH LEVER HANDLES WHERE REQUIRED LOCKS AND DOOR HARDWARE PER OWNER SPEC BOOK CONTRACTOR TO SUPPLY CUT SHEETS TO FOR/OWNER FOR APPROVAL. UNDERCUT INTERIOR DOORS I" (REFERENCE MECH DRAWINGS) WINDOW SCHEDULE WINDOW JAMB WINDOW SIZE GLAZING WINDOW TYPE TEMPERED IMPACT ENERGY COLOR FIRE GLAZING THICKNESS NOTES MARK ASSEMBLY RATING ALUMINUM 4050 CLEAR FIXED GLAZING N Y LOW E ANODIZED DARK BONZE NONE 1 5/16 IR501 BY KAWNEER OR EQUAL 2 VINYL 4040 CLEAR GLIDER Y N N/A WHITE NONE 1/4" 3 4 2 DOOR / WINDOW SCHEDULE SCALE: NTS 3H•4- 0 METAL FRAME (PAINTED) DOOR TYPE /FRAME LIGHTNING STEEL CG19-014 CONNELLY GROUP C O N S U L T I N 6 E N G I N E E R S Q200 2nd Ave South - #465 - St Petersburg, FL 33701 I nfo0connei lyeng Ineering. com l�n (T)813, 232, 8448 (F)800. 698. 1945 O In www.connellyengineering.com r O FBGORAPTERI PROJECT DATA O (1J A BE CONSMICTED TO BE A UCEMBE TO PROCEED WITH THE WORN AND NTT AS AUTHORITY TO VMLATE CANCEL ALTER OR SET ARM ANY OF THE FRIV NOIN OF THE TEauCA C®. NIR SHALL NEUAN E OF A MOUNT PREVENT THE BLLONE DESIGNER OFFEML FROM THEREAFTER REORNE A CORRECTION OF ERRORS N PLANE CO STRUCTION OR V ATNHN OF TO COOL EVERY POW MNED SHAU BECOME CRC MALE UNLESS THE WON A ITNDNffD BY SUCH PERMIT N CNNENCFD NnNN SN MONTHS AFTER ITS WAKE. OR F THE WORK AUT CR2m BY SUCH PEINNT E INPECEO OR ASMDOED FOR A PERM OF SIX MONTHS AFTER THE THE THE WORK N rnEEwLm DRAWN BY JJC W QREHREE�ET THESE �.AM �MONTY VATH THE SINTSOF THE AXASLENEOMO WBPE H TITLE FEET CHECKED p CRC o J CL I.- W w x N d s a FBC �n ri O 6TH EDITION cu (2017) W a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR O AGENTS. RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN F- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. 2 N J W W N lqr Ln cy) I� O �z W �- Z Z J J c a O !-- EmirJ V E3 O Q Ln C� cu 3 z O W �f N DRAWING SETS REVIEW n.14.E1(01) • 12.04.18 (BE) B13 00.00.00 PERMIT (80 REVIEW) 09.08.19 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 6, 2018 Cps �. OCO r wo �;-z Ar •' ell W CHRISTOPHER R. CONNELLY, PE CL PE•FL83888 / CA -FL 26841 a DOOR DETAILS m A500 O r mil Ll " 1 ll. 11 I_I_ L.. I I I 41 0 0 m C 0 O t U O C v -C C v s (D C O 0 CJ O L U C u -41 O O 4— N C O II -C U C 4— O v -C 0 -C .j 00 0 O C O 701 O O w C 0 t00 U C BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 Certified for United States 2gEign Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada esign Criteria and Allowable Variances Design No. U659 November 06, 2015 Nonbearing Wall Rating - 2 Hr * Indicates such products shall bear the UL or CUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. 1 4 1 1 VERTICAL SECTION 1 P 1 3 1 HORIZONTAL SECTION 1. Flashing Channels — Channels 8 in.wide with 3 in. flanges fabricated from nominal 16 MSG thick galvanized or aluminum -zinc alloy -coated sheet steel. Fastened to the support with 1/4 in. by 1-3/4 in. anchors spaced 12 in. OC. 2. Steel Liner — Panels available in nominal 2 ft.-7-1/2 in, widths fabricated from nominal 22 MSG thick galvanized or aluminum -zinc alloy -coated sheet steel. Fastened to flashing channels with 3/4 In, long sheet metal screws spaced 12 In. OC. Interlocking joints of adjacent panels sealed with factory - applied butyl caulking and secured with 3/4 in. long sheet metal screws spaced 12 in. OC. Optionally, butyl tape applied between the steel liner panels and the flashing channels to provide an air barrier. or 2.(b) Wall and Partition Facings — Corrugated or flat panel, available in various profiles and widths, fabricated from 22 MSG thick galvanized or aluminum -zinc alloy coated sheet steel. Fastened to the Z-bar sub-girts with 3/4 in. long sheet metal screws spaced 12 in. OC. Fastened to flashing channels with 3/4 in. long sheet metal screws spaced 16 in. OC. Side lap joints of adjacent panels fastened with 3/4 in. long sheet metal screws spaced 16 In. OC. The top and bottom of exterior cladding are trimmed with cap and drip flashings respectively. Optionally, butyl tape applied between the panels and the flashing channels to provide an air barrier. 3. Z-Bar Sub-Glrts — Notched Z-bars 8 in. wide with 1-3/4 in. flanges fabricated from nominal 18 MSG thick galvanized or aluminum -zinc alloy -coated sheet steel. Spaced a maximum of 5 ft. OC. Fastened to the steel liner panels (item 2a) or wall and partition panels (items 2b or 2c) with 1-1/4 in. long sheet metal screws spaced not more than 8 in. OC. 4. Ceramic Fibre Blanket — 8 pcf density, 1/2 in. thick, installed to envelop the top surface and both flanged edges of the z-bar sub-girts. Blanket fixed to sub-girts with stick pins spaced 10 in. OC. 5. Batts and Blankets — (BZJZ). Two layers of mineral wool batts, 24 or 32 in. wide by minimum 4 ft. long by 4 in. thick, designated "Roxulp Firewall 2HR". Mineral Fibre Insulation, minimum density 4.5 pcf, installed with joints staggered a minimum of 12 in. within each layer and between adjacent layers. The overall thickness of the wall may be increased provided the Mineral Fibre Insulation (Item 5) is used to completely fill the wall cavity, and provided the size of the Flashing Channels (Item 1) and Z-Bar Sub-Girts (Item 3) are increased to match the thicker wall. ROCKWOOL — Types "Roxul Safe 55" * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last U d0 ated on 2015-11-06 Questions? Print h p_agg Terms of Use Page To12 © 2018 UL LLC 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: "C) 2018 UL LLC". 1 UL RATED WALL - 2 HOUR PANEL WALL - U659 (SEE PLAN FOR LOCATION) SCALE NTS PRODUCTS S QUANTITIES STORED: 1. NO HAZARDOUS MATERIAL STORED ON SITE 2. STRUCTURAL STEEL PIECES AND PARTS 2 STORED MATERIALS LIST SCALE: NTS System No. W-L-1030 XHEZ.W-L-1030 Through -penetration Firestop Systems Page Bottom Design/System/Construction/Assembly Usage Disclaimer 0 Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products, equipment, system, devices, and materials. 0 Authorities Having Jurisdiction should be consulted before construction. 0 Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. 0 When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. 0 Only products which bear UL's Mark are considered as Classified, Listed, or Recognized. Through -penetration Firestop Systems See General Information for Through -penetration Firestop Systems System No. W-L-1030 June 25, 2011 F Ratings — 1 and 2 Hr (See Item 1) T Rating — 0 Hr r}••A 2` I - r .f Z:, _ M J 1:`3A) SECMN A•SRA 1. Wall Assembly — The 1 or 2 hr fire -rated gypsum wallboard/stud assembly shall be constructed of the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Studs — Wall flaming may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in. OC. Steel studs to be min 2-1/2 in. wide and spaced max 24 in. OC. B. Gypsum Board* — 5/8 in. thick, 4 ft 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 dery of opening is 5 in. 2. Through Penetrants — One metallic pipe, conduit or tubing to be centered within the firestop system. A nom annular space of 1/4 in. is required within the firestop system. 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 4 in. diam (or smaller) Schedule 5 (or heavier) steel pipe. B. Conduit — Nom 4 in. diam (or smaller) steel electrical metallic tubing or rigid steel conduit. 3. Firestop System — The firestop system shal consist of the following: A. Packing Material — (Optional) — Nom 1/2 in. diam poyurethane backer rod friction fitted into the opening. Packing material to be recessed from both surfaces of wall as required to accommodate the required thickness of fit material. B. F81, Vold or Cavity Material* — Caulk — For 2 hr fire -rated assemblies, min 5/8 In. thickness of fill material applied within annulus on both surfaces of wall. Additional flit material to be installed such that a min 3/8 in, crown is formed around the penetrating Rem. For 1 hr fire -rated assemblies, min 5/8 in. thickness of fill material applied on both surfaces of wall. Additional fill material to be installed such that a min 3/8 in. crown is formed around the penetrating item and lapping 1 in. beyond the periphery of the opening. EGS NELSON FIRESTOP — Type CLK N/S (Non -Sag) Caulk. *Bearing the UL Classification Mark Last Updated on 2011-06-25 Questions? Print this page Notice of Disclaimer Page Too © 2012 UL LLC 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 UUs Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed 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, Designs and/or Listings (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: "© 2012 UL LLC". UL RATED THRU-WALL PENETRATION - RATING SAME AS WALL RATING SCALE NTS LIGHTNING STEEL CG19-014 CONNELLY GROUP CONSULTING INGIN19R8 Q200 2nd Ave South - *465 - St Petersburg, FL 33701 info@connellyengineering.com 9 (T) 813, 232. 8448 (F) 800. 698. 1945 CO U7 www.connellyengineering.— r C" O N \ FBC'CHOPTER I A BIIAiL BE CONSTRUCTED TO SE A LMM TO PROCEED WrrH THE wax SIDE MY OF THE PROVISIONS OF THE ECHMCAiCME0 AUTHORITY SBORS u ICEL ALTOR ER MVENT THE KUM PROJECT DATA - DESIGNER \ OiFE AL FROM THEREAFTER RERNIO A CORRECTION OF ER OS BI PLARL CMYRUCTIOM OR VIOLATORS OF THIS CODE FIRM PERMIT MM SHALL BECOMECRC WVALUO MISS THE WORK NnIIOR®BT SUCH PERMIT S COMMMM WHEN SIX MONTHS AFTER in MIS AWL ON r THE Wax AUTKEOEO BT S!" POW IS KWENDED OR ABAM70 M FOR A PERIOO OF BR ARMTHS AFTER THE THE THE WORK 16 DRAWN BY JJC W QMEEAEN SOFTHEATP CAMPURLRRDDx000 BPEF ONTHET TTMINEET CHECKED C CRC IH O J a I— LU LIJ MC fn a e a FBCu� r` O 6TH EDITION IU (2017) a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR c AGENTS, RESERVES THE RIGHT TO REVISE DETAILS LIJ SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD LU VERIFICATION. s w W W N 41140 C3 Ln cn O 1= M O >MNM U 1= Z W c) CJ U) J %#0 0 J V o C3 Ln LL.LL- N 3 z is W d' N DRAWING SETS REVIEW 11.14.16 (01) - 12.04.18102) BID 00.00.00 PERMIT (8D REVIEW) 08.06.19 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 6, 2018 4N... / VI 001, LU CHRISTOPHER R. CONNELLY, PE a PE-FL83888 i CA+L 26841 J a UL RATINGS �C c °° A600 cA 0 v 0 U �_o DESIGN CRITERIA 1. ALL STRUCTURAL WORK SHALL CONFORM TO THE STRUCTURAL DRAWINGS AND SPECIFICATIONS AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC) AND THE APPLICABLE BUILDING CODE AMENDMENTS. THE ARCHITECTURAL DRAWINGS SHALL GOVERN ALL DIMENSIONS. A BUILDING CODE: FBC - 6TH EDITION (2017) B STRUCTURAL CONCRETE:BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACI 318) C STRUCTURAL STEEL:SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC) D CONCRETE MASONRY:BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES(ACI 530) E COMPONENTS AND CLADDING LOADSWINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES(ASCE 7-16) 2. OCCUPANCY CATEGORY: II 3. ROOF LIVE LOADS: a. BASIC ROOF LIVE LOAD 20 PSF b. BASIC ROOF DEAD LOAD: 25 PSF b.a. (SEE PLAN FOR ADDITIONAL DEAD LOADS OR EQUIPMENT LOADS) 4. WIND LOADS: a. BASIC WIND SPEED (3-SECOND GUST) 140 MPH b. BUILDING RISK CATEGORY II c. WIND EXPOSURE "B" d. INTERNAL PRESSURE COEFFICIENTS +0.18/-0.18 IS. COMPONENTS AND CLADDING PRESSURE 5. EARTHQUAKE LOADS (-): a. SEISMIC IMPORTANCE FACTOR, IE 1.0 b. BUILDING RISK CATEGORY II c. MAPPED SPECTRAL RESPONSE ACCELERATION, SS .0559 d. MAPPED SPECTRAL RESPONSE ACCELERATION, S1 .0301 e. SITE CLASS (ASSUMED) D f. SPECTRAL RESPONSE COEFFICIENT, SDS 0.060 g. SPECTRAL RESPONSE COEFFICIENT, SD1 0.048 h. SEISMIC DESIGN CATEGORY A 1. BASIC SEISMIC -FORCE -RESISTING SYSTEM ORD BRACED FRAME j. DESIGN BASE SHEAR 2.00K k. SEISMIC RESPONSE COEFFICIENT, CS 0.0100 I. RESPONSE MODIFICATION FACTOR, R 1.0 m. ANALYSIS PROCEDURE USED EQUIV. LATERAL FORCE 5. INTERIOR WALLS (MINIMUM LATERAL LOAD) 5 PSF 6. GROUND SNOW LOAD (PG = 0 PSF), N/A 7. SEE PLANS FOR ADDITIONAL LOADING CRITERIA. GENERAL CONDITIONS 1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHER DISCIPLINES AND SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OF OTHER TRADES AS TO SLEEVES, CHASES, HANGERS, INSERT ANCHORS, HOLES, AND OTHER ITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS AND REGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON, NOR ISSUE DIRECTION, AS TO SAFETY PRECAUTIONS AND PROGRAMS. 3. METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE INTEGRITY AND STABILITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. THE STRUCTURE SHOWN ON THE DRAWINGS HAS BEEN DESIGNED FOR STABILITY UNDER THE FINAL CONFIGURATION ONLY. 4. THE CONTRACTOR SHALL REVIEW THE CONSTRUCTION DOCUMENTS AND VERIFY ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS PRIOR TO FABRICATION OF ANY STRUCTURAL COMPONENTS. IMMEDIATELY NOTIFY THE ENGINEER AND/OR ARCHITECT OF ANY DISCREPANCIES OR CONFLICT WHERE THE INTENT OF THE CONSTRUCTION DOCUMENTS ARE IN DOUBT OR WHERE THERE APPEARS TO BE A DEFECT OR OMISSION IN THE CONSTRUCTION DOCUMENTS OR DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND THE FIELD CONDITION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING TO OBTAIN ENGINEER'S CLARIFICATION BEFORE COMMENCING THE WORK. 5. CONTRACTOR INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER AND/OR ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OF ANY STRUCTURAL COMPONENTS. ALL CHANGES REQUIRE THE WRITTEN APPROVAL OF THE ENGINEER AND/OR ARCHITECT. UNAUTHORIZED DEVIATIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 6. THE CONTRACTOR SHALL SHORE OR CRIB THE STRUCTURE FOR ALL CONSTRUCTION LOADS WHICH EXCEED THE NOTED DESIGN LOADS. DO NOT APPLY ANY ERECTION OR CONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER AND UNTIL ALL TEMPORARY BRACING IS IN PLACE. 7. ALL STRUCTURAL WORK THAT IS COMPOSED OF COMPONENTS DESIGNED BY OTHERS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS AND SUPERVISED BY THE MANUFACTURER'S REPRESENTATIVE(S) DURING THE MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION AS REQUIRED. 8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO APPROVAL BY THE ENGINEER. 9. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THOSE STANDARDS, UNLESS OTHERWISE NOTED. 10. COORDINATE ALL CONSTRUCTION ACCESS AND OPERATIONS FOR ALL WORK THAT OCCURS ADJACENT TO AN EXISTING STRUCTURE AS NECESSARY TO AVOID DISRUPTION TO SAID STRUCTURE. 11. ALL STRUCTURAL CONSTRUCTION DOCUMENTS (DRAWINGS, DETAILS, CALCULATIONS, AND ALL OTHER STRUCTURAL INFORMATION) PROVIDED ARE THE PROPERTY OF THE ENGINEER AND ARE FOR USE ON THIS PROJECT ONLY. ANY OTHER USE OF THE STRUCTURAL CONSTRUCTION DOCUMENTS IS STRICTLY PROHIBITED WITHOUT THE WRITTEN PERMISSION OF ENGINEER. 12. IF DRAWINGS AND CALCULATIONS ARE PROVIDED ELECTRONICALLY; COPIES OF THE ORIGINAL CONSTRUCTION DOCUMENTS AS DESIGNED BY ENGINEER HAVE BEEN RETAINED BY ENGINEER. ENGINEER IS NOT RESPONSIBILITY FOR ANY SUBSEQUENT CHANGES TO THE REPRODUCIBLE ORIGINAL CONSTRUCTION DOCUMENTS (I.E. DOCUMENTS PROVIDED ELECTRONICALLY) WHICH ARE NOT MADE OR OTHERWISE COMMUNICATED IN WRITING BY ENGINEER. SHOP DRAWINGS / DEFERRED STRUCTURAL SUBMITTALS NOTE: DEFERRED_ STRUCTURAL SUBMITTALS SHALL BE SUBMITTED TO THE_ BUILDING OFFICIAL WITH E REVIEWED AND FOUND DOCUMENTS HAVE BEEN NOTATION INDICATING THAT THE DEFERRED SUBMITTAL --__ TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. DEFERRED SUBMITTAL ITEMS SHALL APPROVED BY THE BUILDING _ NOT BE INSTALLED UNTIL THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN APPR _ O- OFFICIAL (FBC-B SEC 107.3.4.1 1. THE CONTRACTOR SHALL SUBMIT A MINIMUM OF THREE COPIES OF THE FOLLOWING SHOP DRAWINGS (MAXIMUM SCALE 1/8: = 1'-0") TO THE ARCHITECT/ENGINEER PRIOR TO THE FABRICATION OF ANY STRUCTURAL COMPONENTS (ONE COPY TO BE RETAINED BY THE ARCHITECT AND ENGINEER). AS A MINIMUM, ALL SHOP DRAWING SUBMITTALS SHOULD INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS OF INSTALLATION AND CONNECTIONS, AND MATERIAL SPECIFICATIONS, UNLESS OTHERWISE NOTED. 2. SHOP DRAWINGS AND OTHER ITEMS SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION. BEFORE BEING SUBMITTED FOR REVIEW, ALL SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR AND BEAR THE CHECKER'S INITIALS AND SHALL BE REVIEWED BY THE CONTRACTOR FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS AND HAVE AN APPROVAL STAMP PLACED ON EACH SHOP DRAWING INDICATING SUCH. ANY SHOP DRAWING NOT CHECKED OR REVIEWED BY THE FABRICATOR AND CONTRACTOR PRIOR TO BEING SUBMITTED TO THE ARCHITECT/ENGINEER FOR REVIEW MAY BE REJECTED AND RETURNED WITHOUT REVIEW. 3. IN NO CASE SHALL REPRODUCTION OF THE CONTRACT DRAWINGS BE USED AS SHOP DRAWINGS. 4. DESIGN AND DETAILING SHALL BE PERFORMED USING RATIONAL ENGINEERING DESIGN PRACTICES AND BE BASED ON STANDARD PRACTICES IN ACCORDANCE WITH CONSTRUCTION DOCUMENTS AND THE BUILDING CODE AND ALL APPLICABLE BUILDING CODE AMENDMENTS. 5. THE ENGINEER'S REVIEW IS TO VERIFY CONFORMANCE WITH DESIGN CONCEPT AND GENERAL COMPLIANCE WITH THE PERTINENT CONTRACT DOCUMENTS. THE ENGINEER'S REVIEW DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW, CHECK, AND COORDINATE THE SHOP DRAWINGS PRIOR TO SUBMISSION. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, DIMENSIONS, ETC. 6. AS A MINIMUM, SUBMIT THE FOLLOWING SHOP DRAWINGS FOR REVIEW: a. REINFORCING STEEL IN REINFORCED CONCRETE AND MASONRY CONSTRUCTION - INCLUDE DETAILS OF ALL BENT BARS, VERTICAL REINFORCING AND HORIZONTAL BOND BEAM REINFORCING. INCLUDE PLANS AND ELEVATIONS AS REQUIRED TO CLEARLY SHOW ALL REINFORCING. b. ALL CONCRETE CONSTRUCTION - SUBMIT A CONCRETE MIX DESIGN FOR EACH CONCRETE STRENGTH. AS A MINIMUM, EACH DESIGN SHALL INCLUDE PROPORTIONS OF CEMENT, FINE AND COURSE AGGREGATES, AND WATER, STRUCTURAL NOTES SCALE NTS GRADATION OF COMBINED AGGREGATES, AND CONCRETE COMPRESSIVE TEST RESULTS. CERTIFICATION SHALL BE FROM AN ACCEPTABLE TESTING LABORATORY. c. PRECAST CONCRETE - SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER. CALCULATIONS SHALL INCLUDE AS A MINIMUM, ALL LOADS, STRESSES, AND DEFLECTIONS ASSOCIATED WITH EACH MEMBER. d. e. STRUCTURAL STEEL - SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED (CALCULATIONS ONLY) BY A QUALIFIED PROFESSIONAL ENGINEER. CALCULATIONS SHALL INCLUDE AS A MINIMUM, ALL LOADS, STRESSES,AND DEFLECTIONS ASSOCIATED WITH EACH MEMBER AND/OR CONNECTION. f. COLD -FORMED STEEL PURLINS AND GIRTS - SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER. SHOP DRAWINGS / DEFERRED STRUCTURAL SUBMITTALS (con't) g. COLD -FORMED STEEL STUDS AND POSTS - SUBMIT ERECTION DRAWINGS. AS A MINIMUM ERECTION DRAWINGS SHALL SHOW LAYOUT, PIECE MARKS AND ASSOCIATED MEMBER SIZES INCLUDES STUDS/POSTS, TOP AND BOTTOM TRACK/ANGLE, AND COMPONENTS AND ACCESSORIES. h. STEEL DECKING / PANELING - AS A MINIMUM, SUBMIT MANUFACTURER'S CATALOG WITH SHOP DRAWINGS. 1. STEEL GRATING AND/OR FLOOR PLATE - INCLUDE ALL JOINT LOCATIONS, CONNECTION DETAILS, AND GRADE OF STEEL. AS A MINIMUM, SUBMIT MANUFACTURER'S CATALOG WITH SHOP DRAWINGS. j. SHOP FABRICATED WOOD TRUSSES - SUBMIT SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER. AS A MINIMUM, ALL SHOP DRAWINGS AND CALCULATIONS SHALL BE IN CONFORMANCE WITH IBC SECTION 2303.4. 7. AS A MINIMUM, SUBMIT THE FOLLOWING DEFERRED SUBMITTAL FOR REVIEW BY THE ENGINEER OR RECORD AND REVIEW AND APPROVAL BY THE BUILDING OFFICIAL: a. PRE-ENGINEERED METAL BUILDING- SUBMIT SHOP DRAWINGS AND CALCULATIONS AND A LETTER SIGNED AND SEALED BY THE PRE-ENGINEERED METAL BUILDING SYSTEMS ENGINEER OF RECORD STATING THAT THE PRE-ENGINEERED METAL BUILDING IS DESIGNED TO CONFORM TO THE DESIGN CRITERIA SET FORTH BY THE PROJECT ENGINEER OF RECORD. THE SHOP DRAWING SUBMITTAL SHALL INCLUDE ALL ANCHOR BOLT REQUIREMENTS AND FOUNDATION REACTIONS. 8. OTHER SUBMITTALS MAY BE REQUIRED PER THE SPECIFICATIONS OR THE SEPARATE NOTES CONTAINED HEREIN. 9. TEMPORARY OR PERMANENT SYSTEMS OR FRAMING MEMBERS THAT ARE NOT SPECIFICALLY DESIGNED, DETAILED, OR SPECIFIED IN THE CONTRACT DOCUMENTS BUT ARE REQUIRED TO COMPLETE THE FINISHED STRUCTURE, SHALL BE DESIGNED AND DETAILED BY OR UNDER THE DIRECTION OF A QUALIFIED PROFESSIONAL ENGINEER. ALL REQUESTED SUBMITTALS FOR THESE SYSTEMS OR FRAMING MEMBERS SHALL BE SIGNED AND SEALED BY SAID QUALIFIED PROFESSIONAL ENGINEER. 10. ALL SIGNED AND SEALED SHOP DRAWINGS AND/OR CALCULATIONS THAT ARE REQUIRED TO BE SUBMITTED FOR REVIEW SHALL BE DONE BY OR UNDER THE DIRECTION OF A QUALIFIED PROFESSIONAL ENGINEER. 11. A QUALIFIED PROFESSIONAL ENGINEER IS A PROFESSIONAL ENGINEER WHO IS LEGALLY REGISTERED AND LICENSED TO PROVIDE ENGINEERING SERVICES IN THE JURISDICTION IN WHICH THE PROJECT IS LOCATED AND WHO IS EXPERIENCED IN PROVIDING ENGINEERING SERVICES RELATED TO THE WORK SUBMITTED. SAID ENGINEER SHALL BE CAPABLE OF PERFORMING DESIGN AND DETAILING USING RATIONAL ENGINEERING DESIGN PRACTICES BASED ON STANDARD PRACTICES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS, THE BUILDING CODE, AND ALL APPLICABLE BUILDING CODE AMENDMENTS. FOUNDATION DESIGN 1. THE FOUNDATION DESIGN IS BASED ON THE FINDINGS AND RECOMMENDATIONS MADE BY GEOTECHNICAL ENGINEER OF RECORD. SUBGRADE PREPARATION SHALL CONFORM STRICTLY WITH THE RECOMMENDATIONS GIVEN IN THIS REPORT AND AS PER THE GEOTECHNICAL ENGINEER'S FIELD INSTRUCTIONS. 2. ASSUMED GEOTECHNICAL INFORMATION (IN THE ABSENCE OF REPORT): a. ALLOWABLE SOIL PRESSURE 2,000 PSF b. SOIL DENSITY 110 PCF 3. FOOTINGS SHALL BEAR AT LEAST 18" BELOW LOWEST ADJACENT FINISHED GRADE. FOOTING SHOWN ON THE DRAWINGS ARE MINIMUM AND FOR GUIDANCE ONLY; THE ACTUAL DEPTHS/ELEVATIONS S O , ELEVATIONS OF FOOTINGS MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD. 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED, FIRM NATURAL SOIL OR COMPACTED FILL CAPABLE OF SUPPORTING THE DESIGN BEARING PRESSURE NOTED HEREIN. 5. ALL SOIL SURROUNDING AND BENEATH ALL FOOTINGS, SLABS, ETC. SHALL BE PROTECTED AGAINST FROST OR FREEZING DURING CONSTRUCTION. 6. THE CONTRACTOR SHOULD EMPLOY A PROFESSIONAL GEOTECHNICAL ENGINEER TO INSPECT THE FOUNDATIONS AND BEARING LEVELS AND VERIFY THAT THE MATERIAL ON WHICH THE FOUNDATIONS WILL BEAR HAS AT LEAST THE ABOVE NOTED CAPACITY AND GIVE RECOMMENDATIONS FOR SUBGRADE PREPARATION. STRICTLY FOLLOW GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR SUBBASE AND FOOTING BEARING MATERIAL AND PREPARATION AS REQUIRED. 7. IMMEDIATELY NOTIFY THE ENGINEER AND/OR ARCHITECT IF UNSUITABLE SOIL OR SOIL CONDITIONS AT VARIANCE WITH THE GEOTECHNICAL REPORT IS DISCOVERED AT THE FOOTING ELEVATIONS SPECIFIED. 8. NO BACKFILL SHALL BE PLACED AGAINST WALLS UNTIL WALLS AND SLABS (OR HORIZONTAL BEAMS AND STRUTS) SUPPORTED E DESIGN STRENGTH OR PRIOR TO THE COMPLETE THEREON N O HAVE ATTAINED INSTALLATION OF THE LATERAL LOAD RESISTING SYSTEM. 9. BACKFILL BEHIND ALL RETAINING AND/OR BASEMENT WALLS WITH FREE DRAINING GRANULAR FILL AND PROVIDE SUBSURFACE DRAINAGE AS REQUIRED. ALL BACKFILL MATERIAL SHALL CONFORM STRICTLY WITH THE RECOMMENDATIONS GIVEN IN THE GEOTECHNICAL REPORT MENTIONED ABOVE OR PER A PROFESSIONAL GEOTECHNICAL ENGINEER'S FIELD INSTRUCTIONS. 10. PROVIDE VERTICAL CONTROL JOINTS IN RETAINING WALLS AS INDICATED. PROVIDE ADDITIONAL JOINTS AS REQUIRED SO THE SPACING BETWEEN JOINTS DOES NOT EXCEED A SPACING OF 3.0 X WALL HEIGHT (25 FEET MAXIMUM). PROVIDE EXPANSION JOINTS AT EVERY FOURTH CONTROL JOINT, UNLESS OTHERWISE NOTED. 11. THE EXISTENCE OF UNDERGROUND STRUCTURES AND/OR UTILITIES IS NOT KNOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER OR NECESSARY AUTHORITIES THE LOCATIONS OF ALL EXISTING UNDERGROUND STRUCTURES AND/OR UTILITIES. 12. WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SEWERS, DRAINS, CONDUITS, PIPES, ETC., THE BOTTOM OF FOOTING SHALL BE SET AT OR BELOW THE INVERT ELEVATION OF THE ADJACENT ELEMENT. CAST -IN -PLACE CONCRETE 1. ALL REINFORCED CONCRETE WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND THE "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318) OF THE AMERICAN CONCRETE INSTITUTE. 2. ALL REINFORCED CONCRETE MIX DESIGNS SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE" (ACI 301) OF THE AMERICAN CONCRETE INSTITUTE. 3. ALL REINFORCING STEEL FABRICATION AND PLACEMENT SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND THE "MANUAL OF STANDARD PRACTICE" (CRSI MSP-1) OF THE CONCRETE REINFORCING STEEL INSTITUTE AND THE "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301) AND "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT" (ACI 315) OF THE AMERICAN CONCRETE INSTITUTE, 4. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE (144 PCF+) CONFORMING TO ASTM C94 WITH ALL CEMENT CONFORMING TO ASTM C150, TYPE I OR II. MAXIMUM AGGREGATE SIZE SHALL BE 1-1/2" FOR FOOTINGS AND 3/4" FOR WALLS AND SLABS, CONFORMING TO ASTM C33. 5. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS, SLUMP AND MAXIMUM WATER/CEMENT RATIO REQUIREMENTS: a. STRUCTURAL CONCRETE: 3000 PSI 2" - 4" SLUMP* W/C RATIO = .58 b. CONCRETE FILL: 2500 PSI 2" - 4" SLUMP W/C RATIO = .58 6. OBTAIN EACH TYPE OF CEMENT OF THE SAME BRAND FROM THE SAME MANUFACTURER'S PLANT, EACH AGGREGATE FROM ONE SOURCE, AND EACH ADMIXTURE FROM THE SAME MANUFACTURER. 7. ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE ENTRAINED AIR IN ACCORDANCE WITH SECTION 1904 OF THE IBC. 8. FOR AIR ENTRAINED CONCRETE - MAXIMUM W/C RATIO = .44 9. ALL ADMIXTURES SHALL CONFORM TO ASTM C260, C494, C618, C989 AND C1017 (LISTING IS NOT ALL INCLUSIVE). 10. ALL GROUT SHALL BE NONMETALLIC SHRINKAGE -RESISTANT GROUT PROVIDED BY A MANUFACTURER APPROVED IN WRITING BY THE STRUCTURAL ENGINEER AND INSTALLED AND MIXED PER THE MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS. ALL GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (F'C) AT 28 DAYS EQUAL TO 5000 PSI. 11. REINFORCEMENT: a. DEFORMED BARS ASTM A615, GRADE 60 b. WELDED WIRE REINFORCEMENT ASTM A185 c. GALVANIZED REINFORCEMENT ASTM A767, CLASS II 12. REINFORCING STEEL SHALL HAVE THE FOLLOWING MINIMUM CLEAR CONCRETE COVER UNLESS OTHERWISE NOTED: a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" b. CONCRETE SURFACES IN CONTACT WITH SOIL OR EXPOSED TO c. EARTH OR WEATHER (#6 BARS OR LARGER) 2" (#5 BARS OR SMALLER) 1-1/2" d. COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2" e. CONCRETE SURFACES NOT IN CONTACT WITH SOIL OR EXPOSED TO WEATHER INCLUDING WALLS AND TOP AND BOTTOM OF SLABS 1" CAST -IN -PLACE CONCRETE (con't) 13. WELDING OF REINFORCING BARS IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. IF WELDING OF REINFORCING IS NECESSARY, IT SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.4. REINFORCING STEEL FOR WELDED ASSEMBLIES SHALL CONFORM TO ASTM A706 SPECIFICATIONS. 14. SPLICED BARS SHALL HAVE A MINIMUM LAP OF CLASS B TENSION LAP SPLICE PER TYPICAL DETAILS UNLESS OTHERWISE NOTED. STAGGER SPLICE WHERE POSSIBLE. 15. GALVANIZED REINFORCING SHALL BE TREATED TO PREVENT REDUCTION OF BOND. OTHERWISE PROVIDE SPLICE LENGTHES EQUIVILANT TO EPDXY COATED REINFORCING. 16. ALL REINFORCING STEEL INDICATED AS BEING CONTINUOUS (CONT.) ON THE PLANS AND DETAILS SHALL BE LAPPED WITH A CLASS B SPLICE OR 36 X BAR DIAMETER (WHICHEVER IS GREATER) UNLESS OTHERWISE NOTED. 17. REINFORCING BARS TO EXTEND 12 BAR DIAMETERS BUT NOT LESS THAN 12" BEYOND BAR BENDS, UNLESS OTHERWISE NOTED. 18. PROVIDE ADDITIONAL BARS IN FOOTINGS, GRADE BEAMS, WALLS AND SLABS AS SHOWN IN TYPICAL DETAILS. 19. ALL REINFORCING STEEL SHALL BE SET AND TIED IN PLACE PRIOR TO POURING OF CONCRETE. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE ENGINEER IN WRITING. 20. PROVIDE CORROSION RESISTANT ACCESSORIES SUCH AS PLASTIC COATED (NOT PLASTIC TIPPED) OR STAINLESS STEEL CHAIRS IN ALL EXPOSED CONCRETE CONSTRUCTION. PRECAST CONCRETE CHAIRS OR SAND PLATE CHAIRS SHALL BE USED FOR THE SUPPORT OF REINFORCING ON GRADE. CONCRETE BLOCK OR CLAY MASONRY BRICK ARE NOT PERMITTED. 21. ALL WWR SHALL BE CHAIRED TO ITS PROPER HEIGHT AND MAINTAINED AT THE PROPER LEVEL THROUGHOUT THE CONCRETE PLACING OPERATION. LIFTING OF WWR WITH A HOOK DURING CONCRETE PLACEMENT SHALL NOT BE PERMITTED. 22. CONSTRUCTION JOINTS SHALL NOT BE PLACED AT LOCATIONS OTHER THAN THOSE SHOWN ON THE DRAWINGS WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER AND ARCHITECT. 23. SEALANT AND WATERSTOPS SHALL BE PROVIDED IN JOINTS WHERE SHOWN ON THE DRAWINGS OR IN ACCORDANCE WITH THE IBC. 24. ALL EXPOSED CORNERS OF CONCRETE TO HAVE 3/4" MINIMUM CHAMFER UNLESS OTHERWISE NOTED. 25. CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 1-1/2 HOURS AFTER WATER HAS BEEN ADDED TO THE CEMENT AND AGGREGATE. ADDITION OF WATER TO THE MIX AT THE PROJECT SITE IS STRICTLY PROHIBITED. ALL WATER MUST BE ADDED AT THE BATCH PLANT ONLY. 26. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CONCRETE OPENINGS AND/OR PENETRATIONS REQUIRED FOR OTHER TRADES PRIOR TO PLACING CONCRETE. 27. CONDUITS OR PIPES EMBEDDED IN SLABS SHALL NOT HAVE AN OUTSIDE DIMENSION LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL BE SPACED NO CLOSER THAN 3 DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL NOT BE EMBEDDED IN CONCRETE. 28. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR REGLETS, PIPE SLEEVES, CONDUITS OR OTHER ITEMS TO BE EMBEDDED OR PASSED THROUGH CONCRETE. 29. SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF DOORS AND FOR ALL FLOOR SLOPES. TUILT-UP CONCRETE 1. ALL DESIGN, FABRICATION, TRANSPORTATION, AND ERECTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ALL APPLICABLE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE AND THE PRECAST PRESTRESSED CONCRETE INSTITUTE. 2. ALL PRECAST CONCRETE TILT -UP WALL PANELS SHALL BE 5-1/2" THICK UNLESS NOTED OTHERWISE. IF THICKNESS VARIES THE CONTRACTOR SHALL NOTIFY THE ENGINEER/ARCHITECT IN WRITING TO OBTAIN ENGINEER/ARCHITECT'S APPROVAL PRIOR TO FABRICATION. 3. PRECAST CONCRETE ELEMENTS SHALL BE DESIGNED TO SUPPORT THE MINIMUM LOADS INDICATED BELOW (PLUS SELF WEIGHT) AT THE SPAN AND SPACING INDICATED ON THE DRAWINGS: a. SUPERIMPOSED UNIFORM DEAD LOAD 7 PSF (ROOF) b. SUPERIMPOSED UNIFORM LIVE LOADS SEE DESIGN LOADS c. SUPERIMPOSED UNIFORM SNOW LOAD SEE DESIGN LOADS d. LATERAL LOADS SEE DESIGN LOADS 4. PLATES AND ANCHORS SHALL BE DESIGNED BY THE PRECAST CONCRETE MANUFACTURER/SUPPLIER TO DEVELOP THE ENTIRE CONNECTION. 5. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW THE METHOD OF LIFTING PANELS PRIOR TO FABRICATION OF PANELS AND SHALL FURNISH AND INSTALL ALL LIFTING INSERTS AND ANY ADDITIONAL REINFORCING REQUIRED BY THE LIFTING METHOD. 6. OPENINGS IN PANELS FOR CONNECTION PURPOSES AND ANY DEVIATION IN THE PANELS FROM WHAT IS SHOWN IN THE CONSTRUCTION DOCUMENTS SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT IN WRITING TO OBTAIN ENGINEER/ARCHITECT'S APPROVAL PRIOR TO FABRICATION. CONCRETE UNIT MASONRY 1. ALL MASONRY WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND THE "BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES" (ACI 530/ASCE 5) AS WELL AS THE "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1/ASCE 6) OF THE AMERICAN CONCRETE INSTITUTE AND THE AMERICAN SOCIETY OF CIVIL ENGINEERS. 2. ALL MORTAR SHALL BE ASTM C270, TYPE M (BELOW GRADE) OR TYPE S (ABOVE GRADE AND BE MADE WITH PORTLAND CEMENT / LIME (NON AIR ENTRAINED). THE MORTAR SHALL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI AT 28 DAYS. THE USE OF PREMIXED MASONRY CEMENT MORTAR IS STRICTLY PROHIBITED. 3. ALL MASONRY GROUT SHALL BE ASTM C476, WITH A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI WITHIN AT 28 DAYS CONCRETE SHALL NOT BE USED IN LIEU OF MASONRY GROUT. 4. CONCRETE MASONRY UNITS (NORMAL WEIGHT UNITS WITH A DRY UNIT WEIGHT OF NOT MORE THAN 135 PCF) a. HOLLOW UNITS ASTM C90, TYPE N-1 b. SOLID UNITS ASTM C145, TYPE N-1 5. THE MINIMUM COMPRESSIVE STRENGTH OF MASONRY (F-M) SHALL NOT BE LESS THAN 1,500 PSI AS DETERMINED BY THE UNIT STRENGTH METHOD OF ACI 530. 6. REINFORCEMENT: a. DEFORMED BARS ASTM A615, GRADE 60 b. JOINT REINFORCEMENT ASTM A951 c. GALVANIZED REINFORCEMENT ASTM A767, CLASS II 7. GALVANIZED REINFORCING SHALL BE TREATED TO PREVENT REDUCTION OF BOND. OTHERWISE PROVIDE SPLICE LENGTHES EQUIVILANT TO EPDXY COATED REINFORCING. 8. UNLESS OTHERWISE NOTED, CENTER ALL VERTICAL REINFORCING IN CMU CORE AND HOLD IN POSITION WITH CAGING DEVICES. 9. UNLESS OTHERWISE NOTED, ALL WALLS SHALL BE LAID IN RUNNING BOND. BOND CORNERS AND INTERSECTIONS OF ALL WALLS. ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HEAD, BED (FACE SHELL), WEBS, AND COLLAR JOINTS, UNLESS OTHERWISE NOTED. 10. ALL INTERSECTING WALLS SHALL BE TIED TOGETHER IN MASONRY BOND BEAMS, UNLESS OTHERWISE NOTED. 11. HORIZONTAL TRUSS -TYPE JOINT REINFORCEMENT SHALL BE PLACED IN ALL WALLS SPACED AT 16 INCHES ON CENTER. COORDINATE BRICK TIE BACK REQUIREMENTS WITH THE ARCHITECTURAL DRAWINGS. UNLESS OTHERWISE NOTED, STOP ALL HORIZONTAL JOINT REINFORCEMENT AT CONTROL JOINTS. 12. PROVIDE SOLIDLY GROUTED HORIZONTAL BOND BEAMS WITH CONTINUOUS REINFORCING AS INDICATED. DISCONTINUE ALL HORIZONTAL REINFORCING AT CONTROL JOINTS EXCEPT FOR THE BOND BEAMS AT BEARING ELEVATIONS. 13. PROVIDE VERTICAL CONTROL JOINTS AS INDICATED. PROVIDE ADDITIONAL JOINTS AS REQUIRED SO THE SPACING BETWEEN JOINTS DOES NOT EXCEED A SPACING OF 1.5 X WALL HEIGHT (25 FEET MAXIMUM). WHERE BEAMS OR LINTELS BEAR AT CMU CONTROL JOINTS, OFFSET & LAP THE VERTICAL REINFORCING. 14. PROVIDE AN ADDITIONAL VERTICAL REINFORCING BAR (SAME SIZE AS ADJACENT WALL) FULL HEIGHT OF WALL AT ALL CORNERS, INTERSECTIONS, WALL ENDS, BEAM BEARINGS, OPENING EDGES, AND EACH SIDE OF CONTROL JOINTS UNLESS OTHERWISE NOTED. 15. VERTICAL REINFORCING SHALL EXTEND TO 2" BELOW THE TOP OF THE CMU WALL OR PARAPET. 16. UNLESS OTHERWISE NOTED, GROUT CMU SOLID A MINIMUM OF THREE COURSES BELOW ALL BEAM BEARING PLATES, BEAMS, LINTELS, POSTS, AND SIMILAR CONDITIONS OVER A WIDTH OF 7-8" CENTERED ON THE BEARING LOCATION. 17. REFER TO THE ARCHITECTURAL DRAWINGS FOR THE OVERALL THICKNESS OF THE WALL, WALL CONSTRUCTION REQUIREMENTS, AND THE LOCATIONS OF ALL DOOR AND WINDOW OPENINGS AND MEP PENETRATIONS. 18. NO CHASES, RISERS, CONDUITS, OR TOOTHING OF MASONRY SHALL OCCUR WITHIN 17" OF CENTERLINE OF BEAM BEARING OR LOAD CONCENTRATION. 19. HIGH LIFT GROUTING: GROUT LIFT HEIGHTS UNDER THE FOLLOWING CONDITIONS PERMIT GROUT TO BE PLACED IN LIFTS NOT EXCEEDING 12.67 FEET. CONDITIONS THAT MUST BE MET ARE: THE MASONRY HAS CURED FOR AT LEAST FOUR HOURS * THE GROUT HAS A SLUMP OF 10 TO 11 INCHES THERE ARE NO INTERMEDIATE HORIZONTAL REINFORCED BOND BEAMS BETWEEN THE TOP AND BOTTOM OF THE POUR HEIGHT IF THESE CONDITIONS ARE MET BUT INTERMEDIATE BOND BEAMS ARE PRESENT WITHIN THE POUR, THEN THE LIFT IS LIMITED TO THE BOTTOM OF THE BOND BEAM, BUT CANNOT EXCEED 12.67 FEET. REGARDLESS OF OTHER CONDITIONS, IF THE MASONRY HAS NOT CURED FOR AT LEAST FOUR HOURS BEFORE GROUTING OR IF THE GROUT HAS A SLUMP LESS THAN 10 INCHES, GROUT LIFTS CANNOT EXCEED FIVE FEET. PROVIDE INSPECTION PORTS AT BASE OF WALL AT EACH REINFORCED CELL WHERE HEIGHT OF POUR EXCEEDS 5FT. CONCRETE/MASONRY ANCHORS 1. EXPANSION BOLTS INTO CONCRETE AND CONCRETE MASONRY UNITS SHALL BE KWIK BOLT TZ (ICC ESR-1917) AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. 2. ADHESIVE ANCHORS SHALL BE HIT -RE 500-SD (ICC ESR-2322) INTO CONCRETE, HIT HY 150 MAX (ESR-1967) INTO MASONRY (CMU), AND HIT HY 70 MAX (ESR-1967) INTO MASONRY (MULTI-WYTHE BRICK) AS MANUFACTURED BY THE HILTI CORP. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. 3. DRIVE PINS AND OTHER GAS DRIVEN FASTENERS SHALL BE 0.145" DIAMETER WITH STEP SHANK TRAK-IT C5 AS MANUFACTURED BY THE POWERS FASTENERS, INC. OR AN APPROVED EQUIVALENT IN STRENGTH AND EMBEDMENT. INSTALL IN STRICT ACCORDANCE WITH ICC-ES REPORT ESR-3275. MINIMUM EMBEDMENT IN CONCRETE SHALL BE 3/4" UNLESS OTHERWISE NOTED. MAINTAIN AT LEAST 3" TO NEAREST CONCRETE EDGE. 4. ALL ANCHORS SHALL BE INSTALLED WITH STEEL WASHERS. 5. WHEN USING ADHESIVE ANCHORING SYSTEMS THE MANUFACTURER SHALL SUPPLY THE ANCHOR AND ADHESIVE, UNLESS OTHERWISE NOTED. 6. ALL ALTERNATE PRODUCTS SHALL HAVE A CURRENT ICC EVALUATION REPORT. 7. ANCHORS INSTALLED INTO MASONRY UNITS SHALL BE INTO FULLY GROUTED CELLS UNLESS OTHERWISE NOTED. IF GROUTED CELLS ARE NOT ENCOUNTERED, BREAK INTO CELL AND GROUT SOLID 8". 8. ALL ANCHORS SHALL BE APPROVED FOR USE WITH CRACKED CONCRETE AND CONFORM TO CURRENT ICC ES REPORT ICC-ES AC193 FOR MECHANICAL ANCHORS AND ICC-ES AC308 FOR ADHESIVE ANCHORS). 9. INSTALL ALL ANCHORS IN STRICT ACCORDANCE WITH ALL APPLICABLE ICC-ES AND BUILDING CODE REQUIREMENTS. ALL ANCHOR SPACING, EMBEDMENT, EDGE DISTANCE, AND INSTALLATION SHALL BE IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. REFER TO SECTIONS AND DETAILS ON THE DRAWINGS FOR ADDITIONAL INFORMATION. 10. ALL PERSONNEL INSTALLING MECHANICAUADHESIVE ANCHORS SHALL BE TRAINED BY THE PRODUCT MANUFACTURER ON PROPER INSTALLATION TECHNIQUES. TRAINING DOCUMENTATION FROM THE MANUFACTURER REQUEST. SHALL BE AVAILABLE UPON RE L Q PROVIDE CONCRETE HAVING FOLLOWING GENERAL CHARACTERISTICS DESCRIPTION AS PER MAX. AGG. SIZE MAX. W/C AVERAGE ASTM A39 INCH RATIO ENTRAINED AIR FOOTING, 4000(UNO ON PLANS) 1 0.50 6.5% SLAB ON GRADE FRAMED FLOORS 4000 1/2 0.500 6.5% - 1 W 4000 6.5% WALLS 1 0.50 AVERAGE AIR ENTRAINMENT VALUES ARE FOR IN PLACE CONCRETE. TOLERANCE ON TOTAL AIR CONTENT IS 1.5 % PER ACI. SPECIFIED HEREIN. SPECIFIC DRAWINGS OR DETAILS MAY OR MAY NOT INDICATE EPDXY COATING OR UNCOATED REINFORCING. IN AREAS OF DISPUTE THIS SCHEDULE SHALL GOVERN IN ALL CASES. DESCRIPTION COVER PROTECTION WALLS NOT IN 1 112" UNCOATED CONTACT WI EARTH WALLS IN 2^ UNCOATED CONTACT W/EARTH FOOTING I WALLS CAST 3" UNCOATED AGAINST EARTH FRAMED FLOORS 314" NU C AO TED SLAB ON -GRADE MID -DEPTH, I UNCOATED LINO I LIGHTNING STEEL CG19-014 Fc F CONNELLY 13ROUP C O N S U LTING ENGIN E E R S T 200 2nd Ave South - #465 . St Petersburg, FL 33701 Q infoCconnellyengineering.com (T)813.232.8448 (F)800.698. 1945 0 www.connellyengineering.com PROJECT m,A PERMT NiENr . 0 A en Pn MM owl BE CONSTRUCTED BE A ucvlSE TO PROCEED WITH THWORKc WORK DATA CU AND ROT AS AUTHORITY TO VNOIATE, CANCEL ALTER OR ET AM AM OF THE PROVIdORB'- ♦ OF THE TMWLL CODES. NON NULL ISSUANCE OF A POW PREYERT THE WILDS DESIGNER ♦� OFFCIAL FROM THEREAFTER RESUMD A CORRECTION OF ERRORS INFILM CON STRUCTON OR VIOLATIONS OF OF TCOE. EVERY POW ISSUED SHALL BECOME ♦ INVALID IRaEee THE WORK AUTHOR® BY SUCH PEMAIT E COAREMCm NnEN SIX -.- -- QI NOWTE AFTER ITS NIN AKL OR F THE WORK AUTHORIZED By WCH POW N DRAWN BY SUSPENDED OR AMNodED FOR A PERIOD OF BOt FDNTIN AFTER THETOE THEWORK E u I owex�D. JJC WE HEREBY CERTIFY THAT TEE PLANE AND SPECIFICATIONS CMKY WITH THE Q ESINIENIMITB OF THE APPLICABLE SULONS CODES SPECIFIED ON THE TITLE SHEET CHECKED p CRC J CL / LU LL! 0 s' in FBC ml 6TH EDITION cu fm (2017) I o t a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS w ! SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I-- CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD UJILU VERIFICATION. x to i W � I W cu C3 Ln cn c w z' O coI >- J L W ci c O z Q tf7 zmom O F- v J ! V O C7 U_ L CU T PERSONS O W EREVIEW DRAWING SETS '. �I 11.14.18 (01! • 18.04.IB (OBl . _ - - BID 00.00.00 PERMIT (00 REVIEW) 08.06.19 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 6, 2018 o � Nz r 0 o°�OAQj�zko) I a1` GH Q CHRISTOPHER R. CONNELLY, PE PE-FL63888 i CA•FL 26841 STRUCTURAL NOTES E, H p 0 0 a� c 0 U) N J` U o C v L 0 c 0 N 0 C 0 O N O w (D C 0 L U C :E `~ o v -C 4) 0 O L 01 C O 0 STRUCTURAL STEEL LRFD DESIGN: ATTENTION! ASD DESIGN: ATTENTION! 7. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. ALL STUD WIND LOADS HAVE BEEN CALCULATED USING LRFD STRENGTH DESIGN WIND LOADS HAVE BEEN CALCULATED USING ASD DESIGN WITH A LOAD FACTOR OF 1. ALL STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND WALLS SHALL HAVE THEIR BOTTOM TRACKS ATTACHED TO FRAMING BELOW PER PLANS AND DETAILS APPLICABLE AMENDMENTS AND WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (1989 UNLESS OTHERWISE NOTED. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE CONNECTED TO EACH WITH A LOAD FACTOR OF 1.00. AS APPROPRIATE, APPLY LOAD FACTOR OF O.S. VERIFY WITH MFG PRODUCT APPROVAL DATA THAT ASD DESIGN HAS BEEN EDITION) OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. OTHER IN ACCORDANCE WITH THE DETAILS OR PER MANUFACTURER'S RECOMMENDATIONS. 0.8 TO COMPARE WITH PRODUCT APPROVAL DATA UTILIZED PRIOR TO COMPARISON WITH LOAD DATA SHOWN HERE 2. ALL STRUCTURAL STEEL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND 8. PROVIDE VERTICAL SLIDE CONNECTIONS AT THE TOP OF ALL NON -LOAD BEARING COLD -FORMED STEEL APPLICABLE AMENDMENTS AND WITH THE 13TH EDITION OF THE "STEEL CONSTRUCTION MANUAL" OF THE STUD WALL FRAMING TO THE BOTTOM OF STRUCTURAL FRAMING ABOVE. AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 9. SEE CALCULATIONS BELOW FOR LRFD COMPONENT AND CLADDING SEE CALCULATIONS BELOW FOR ASD COMPONENT AND CLADDING 10. ALL COLD -FORMED STUDS/POSTS SHALL BE CONTINUOUS FROM SOLE PLATE TO TOP PLATE AT THE CEILING PRESSURES PRESSURES 3. GRADE OF STEEL OR ROOF. NO INTERMEDIATE BANDS OR PLATES SHALL CAUSE DISCONTINUITIES IN A STUD WALL EXCEPT a. WIDE FLANGE SHAPES ASTM A992 AS REQUIRED FOR DOOR OR WINDOW OPENINGS. THE KING STUDS FOR SUCH OPENINGS SHALL BE b. OTHER SHAPES, PLATE, AND BARS ASTM A36 CONTINUOUS. c. STRUCTURAL TEES ASTM A992 d. HOLLOW STRUCTURAL SHAPES (HSS) ASTM A500, GRADE B 11. WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL WELDING CODE -SHEET STEEL" WELDING MecaWind Pro v2.2.8.2 per ASCE 7 -16 MecaWind Pro v2.2.8.2 per ASCE 7 -16 e. GALVANIZED STRUCTURAL STEEL FILLER METAL SHALL BE AWS A5.1 OR A5.5 E60XX ELECTRODES. WELDERS SHALL BE AWS CERTIFIED. Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com Developed by MECA Enterprises, Inc. Copyright www.mecaenterprises.com f. STRUCTURAL SHAPES AND RODS ASTM A123 SUBMIT WELDER CERTIFICATIONS TO THE ENGINEER. g. BOLTS, FASTENERS AND HARDWARE ASTM A153 Date 4/9/2018 Project No. JobNo Date 4/9/2018 Project No. JobNo h. ANCHOR RODS ASTM F1554, GR. 36 PRE-ENGINEERED METAL BUILDING Company Name True Designed By Engineer Company Name True Designed By Engineer Address Address Description Description Address Address Description Description I. THREADED ROD ASTM A36 City City Customer Name Customer City City Customer Name Customer 1. THE ENTIRE PRE-ENGINEERED METAL BUILDING SYSTEM (STEEL FRAMING, ANCHOR BOLTS, PURLINS, GIRTS, State State Proj Location Location State State Proj Location Location 4. ALL FIELD CONNECTIONS SHALL USE BOLTS, UNLESS OTHERWISE NOTED. ALL SHOP AND FIELD INSTALLED BRACING, CONNECTIONS, ROOFING, WALL PANELS, COMPONENTS, ATTACHMENTS, ETC.) SHALL BE File Location: C:\Users\christopher\AppData\Roaming\MecaWind\Default.wnd File Location: C:\Users\christopher\AppData\Roaming\MecaWind\Default.wnd BOLTS SHALL BE 3/4" DIA ASTM A325 TYPE N BOLTS IN STANDARD HOLES, AND SNUG TIGHT, UNLESS DESIGNED BY THE METAL BUILDING MANUFACTURER AND SHALL BE PERFORMED IN ACCORDANCE WITH Input Parameters: Envelope Procedure for Diaphragm Buildings per Ch. 28 Part 2 Input Parameters: Envelope Procedure for Diaphragm Buildings per Ch. 28 Part 2 OTHERWISE NOTED. ALL BOLTED CONNECTIONS SHALL HAVE 2 BOLTS MINIMUM, UNLESS OTHERWISE THE BUILDING CODE AND APPLICABLE AMENDMENTS AND WITH THE "LOW-RISE BUILDING SYSTEMS MANUAL" v: Basic Wind Speed = 140.00 mph v: Basic Wind Speed = 140.00 mph NOTED. OF THE METAL BUILDING MANUFACTURER'S ASSOCIATION. WHERE THESE CRITERIA CONFLICT, THE MORE Cat: Structural Category (I, II, III, and IV) cat: Structural Category (I, II, III, and IV) = II Exp: Exposure Category(B,C, or D) - B B B Exp: Exposure Category(B,C, or D) - B STRINGENT CRITERIA SHALL APPLY. 5. HARDENED WASHERS CONFORMING TO ASTM F436 SHALL BE USED AT A325 BOLTS AND A490 BOLTS USED IN RHt: Ridge Height = 30.42 ft RHt: Ridge Height = 30.42 ft CONNECTION AND OVERSIZED AND SHORT SLOTTED HOLES. 5/16" THICK PLATE WASHERS OF 2. THE PRE-ENGINEERED METAL BUILDING MANUFACTURER SHALL BE CERTIFIED BY THE AMERICAN INSTITUTE Eave Height = 25. 00 ft EHtFRICTION Eave Height = 25.21 ft Ht: Mean Roof Height of Building = 25.21 ft Ht: Ht:EHt Ht: Mean Roof Height of Building = 25.21 ft STRUCTURAL GRADE MATERIAL SHALL BE USED AT LONG SLOTTED HOLES. WASHERS SHALL HAVE A SIZE OF STEEL CONSTRUCTION CATEGORY MB. Theta: Roof Angle - 22.62 Deg Theta: Roof Angle = 22.62 Deg SUFFICIENT TO COMPLETELY COVER THE SLOT AFTER INSTALLATION. L: Length of Building(If Gabled, along Ridge) = 50.00 ft L: Length of Building(If Gabled, along Ridge) = 50.00 ft 3. THE PRE-ENGINEERED METAL BUILDING SYSTEM SHALL BE DESIGNED TO SUPPORT THE MINIMUM LOADS B: Width of Building(Perpendicular to Ridge) = 50.00 ft Kzt: Topographic Factor = 1.00 B: Width of Building (Perpendicular to Ridge) = 50.00 ft Kzt: Topographic Factor = 1.00 6. ALL MODIFICATIONS REQUIRED FOR OTHER TRADES SHALL BE SHOWN ON THE SHOP DRAWINGS, AND MADE INDICATED BELOW (PLUS SELF WEIGHT) AT THE SPAN AND SPACING INDICATED ON THE DRAWINGS: DURING SHOP FABRICATION. FIELD BURNING OF STRUCTURAL STEEL IS PROHIBITED. a. SUPERIMPOSED UNIFORM DEAD LOAD 10 PSF (ROOF) Lambda: Adjustment Factor for Building Height and Exposure 1.00 Lambda: Adjustment Factor for Building Height and Exposure 1.00 b. SUPERIMPOSED UNIFORM LIVE LOADS SEE DESIGN LOADS I: Importance Factor 1.00 a: 10% of Least Horiz Dim. or .4h, whichever is smaller = 5.00 ft I: Importance Factor 1.00 a: 10% of Least Horiz Dim. or .4h, whichever is smaller = 5.00 ft 7. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 "STRUCTURAL WELDING CODE -STEEL". WELDING e. LATERAL LOADS SEE DESIGN LOADS 2a: Length over which Zone A acts on Each Corner = 10.00 ft 2a: Length over which Zone A acts on Each Corner = 10.00 ft FILLER METAL SHALL BE AWS A5.1 OR A5.5 E70XX LOW HYDROGEN ELECTRODES. WELDERS SHALL BE AWS d. ROOF PULINS SHALL BE DESIGNED FOR 200 LB CONCENTRATED DEAD LOAD AT CENTER OF SPAN. CERTIFIED. SUBMIT COPY OF ALL CERTIFICATIONS TO THE ENGINEER. SURFACES TO BE WELDED SHALL BE wind Pressure on Main wind Force Resisting system (MwFRS) wind Pressure on gain wind Force Resisting System (MWM) WIRE BRUSHED CLEAN BEFORE WELDING. 4. COORDINATE ANY ADDITIONAL LOADS THAT MAY OCCUR FROM HANGING AND/OR WALL MOUNTED EQUIPMENT WITH THE CONSTRUCTION DOCUMENTS. Load A Is C D E F G H EOE GOB Load A B C D E F G H EOE GOB 8. ALL BEAM END CONNECTIONS NOT SPECIFICALLY DETAILED OR WHERE THE REACTION VALUES ARE NOT Case psf psf psf psf psf psf psf psf psf psf ----------------------------------------------------------------------------- case psf psf psf psf psf psf psf psf pef psf ----------------------------------------------------------------------------- SHOWN ON THE DRAWINGS SHALL BE DESIGNED AS FOLLOWS: 5. CALCULATIONS FOR FRAME DEFLECTIONS SHALL BE DONE USING ONLY THE BARE FRAME METHOD. 1.00 40.90 -2.13 28.44 0.35 -26.82 -24.74 -18. 93 -19. 33 -41.82 -33.88 1.00 24.54 -1.28 17.06 0.21 -16.09 -14. 85 -11.36 -11.60 -25. 09 -20. 33 a. ALL BEAM END CONNECTIONS SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS FOR THE GIVEN REDUCTIONS BASED ON ENGINEERING JUDGMENT USING THE ASSUMED COMPOSITE STIFFNESS OF THE 2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 2.00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 MEMBER SIZE, SPAN, BUILDING ENVELOPE SHALL NOT BE PERMITTED. DRIFT SHALL FOLLOW AISC'S "SERVICEABILITY DESIGN AND YIELD STRENGTH. CONSIDERATIONS FOR LOW-RISE BUILDINGS." CALCULATIONS SHALL BE SUBMITTED VERIFYING THAT THE Note (1) ps = Lambda Kzt I ps30 Note (2) Directionality Factor (Kd) is not an input during a Simplified Analysis. Note (1) ps = Lambda Kzt I ps30 Note (2) Directionality Factor (Kd) is not an input during a Simplified Analysis. b. ALL NON -COMPOSITE BEAM END CONNECTIONS SHALL BE DESIGNED FOR ONE HALF OF THE UNIFORM ACTUAL DRIFT UNDER CODE REQUIRED LOADING DOES NOT EXCEED ALLOWABLE. LOAD CAPACITY OF THE wind Pressure on Components and Cladding (Ch 30 Part 2) wind Pressure on Components and Cladding (Ch 30 Part 2) MEMBER. 6. ALL FOOTING SIZES AT THE PRE-ENGINEERED METAL BUILDING ARE BASED ON ASSUMED REACTION All pressures shown are based upon STRENGTH Design, with a Load Factor of 1 All pressures shown are based upon ASD Design, with a Load Factor of .6 c. THE MINIMUM NUMBER OF BOLTS IN CONNECTIONS SHALL BE TWO (2). INFORMATION AND ARE BASED ON PINNED COLUMN BASES. NO "FIXED BASE" COLUMNS ARE PERMITTED WITHOUT THE ENGINEER'S WRITTEN APPROVAL. PRIOR TO FABRICATION AND/OR INSTALLATION OF ANY Description width Span Area zone Max P Min P Description width Span Area zone Max P Min P 9. TYPICAL CONNECTION DETAILS INDICATED ON THE STRUCTURAL DESIGN DRAWINGS SHALL DICTATE THE STRUCTURAL COMPONENTS, THE CONTRACTOR SHALL PROVIDE FINAL REACTION INFORMATION SIGNED ----------------------------------ft-----f t_ ---- psf psf ----------------------------- ----------------------------------ft-------- ----ftA2 psf psf - ----------------------------- FORM AND GEOMETRY OF THE CONNECTION. THE FABRICATOR SHALL DETERMINE OR VERIFY TYPE, SIZE AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER TO VERIFY FOOTING SIZES INDICATED ON PLANS. ZONE 1 10.00 1.00 10.0 1 20.30 -32.30 ZONE 1 10.00 1.00 10.0 1 12.18 -19.38 AND NUMBER OF BOLTS; PLATE THICKNESSES AND SIZES; WELD SIZES AND LENGTHS; AND ALL REQUIRED ZONE 2 10.00 1.00 10.0 2 20.30 -56.20 ZONE 2 10.00 1.00 10.0 2 12.18 -33.72 INFORMATION NOT SPECIFIED ON THE TYPICAL CONNECTION DETAILS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ANY REVISIONS REQUIRED AS A RESULT ZONE 3 10.00 1.00 10.0 3 20.30 -83.10 ZONE 4 10.00 1.00 10.0 4 35.30 -38.20 ZONE 3 10.00 1.00 10.0 3 12.18 -49.86 ZONE 4 10.00 1.00 10.0 4 21.18 -22.92 OF A CHANGE IN THE BUILDING MANUFACTURER, INCLUDING REDESIGN OF THE FOUNDATIONS. ZONE 5 10.00 1.00 10.0 5 35.30 -47.20 ZONE 5 10.00 1.00 10.0 5 21.18 -28.32 10. ALL PRIMARY STEEL MEMBERS THAT RECEIVE FIELD APPLIED SPRAY -ON FIRE PROOFING SHALL NOT BE ZONE 1 100.00 1. 00 100. 0 1 16. 00 -.30 ZONE 1 100. 00 1.00 100. 0 1 9. 60 -24.72 ZONE 2 100.00 1.00 100.0 2 16.00 -41 .20 ZONE 2 100.00 1.00 100.0 2 9.60 -. PAINTED. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE PROOFING REQUIREMENTS FOR PRIMARY 8. THE METAL BUILDING ERECTOR SHALL PROVIDE ALL TEMPORARY GUYING AND BRACING. ZONE 3 100.00 1.00 100.0 3 16.00 -65.10 ZONE 3 100.00 1.00 100.0 3 9.60 -39.06 MEMBERS. ZONE 4 100.00 1.00 100.0 4 30.00 -33.00 ZONE 4 100.00 1.00 100.0 4 18.00 -19.80 9. UNLESS NOTED OTHERWISE OR SPECIFIED, ALL STEEL MEMBERS SHALL BE CLEANED AND PAINTED IN ZONE 5 100.00 1.00 100.0 5 30.00 -36.70 ZONE 5 100.00 1.00 100.0 5 18.00 -22.02 11. ALL EXTERIOR METAL FABRICATIONS EXPOSED TO WEATHER SHALL BE GALVANIZED, UNLESS OTHERWISE ACCORDANCE WITH MANUFACTURER'S STANDARD PROCEDURES. Note (1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3. Note (1) If Zone = "2H" or "3H" then MaxP will be zero per Figure 6-3. NOTED. Note (2) Max P & Min P = pnet30(from Fig.30.5-1) Lambda Importance Factor Kzt. Note (2) Max P & Min P = pnet30(from Fig.30.5-1) Lambda Importance Factor Kzt. SPECIAL STRUCTURAL INSPECTIONS Note (3) If Area<10 then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & 3H. Note (3) If Area<10 then Area=10 or Area>100 then Area=100 for Zones 1, 2, 3, 2H & 3H. Note (4) If Area<10 then Area=10 or Area>500 then Area=500 for Zones 4 & 5. Note (4) If Area<10 then Area=10 or Area>500 then Area=500 for Zones 4 & 5. 12. ALL SECONDARY MEMBERS SUCH AS ANGLES, PLATES ETC, SHALL BE PRIME PAINTED WITH A MINIMUM DRY FILM THICKNESS OF 2.5 MILS, SURFACES IN CONTACT WITH CONCRETE OR GROUT. SURFACES TO BE 1. THE OWNER WILL HIRE AN INSPECTION AGENCY OR RETAIN THE ENGINEER OF RECORD TO PERFORM ALL WELDED, GALVANIZED OR RECEIVE SPRAY ON FIREPROOFING AND FAYING SURFACES OF SLIP CRITICAL REQUIRED SPECIAL INSPECTIONS AND TEST. CONNECTIONS, SHALL NOT BE PRIME PAINTED. 2. SPECIAL STRUCTURAL INSPECTIONS SHALL BE CONDUCTED AND DOCUMENTED AS PER CHAPTER 17 OF THE STEEL DECKING IBC AND ALL APPLICABLE AMENDMENTS FOR THE FOLLOWING ITEMS OR AS REQUIRED BY THE BUILDING OFFICIAL: 1. ALL STEEL ROOF AND FLOOR DECK SHALL BE IN ACCORDANCE WITH THE BUILDING CODE AND APPLICABLE AMENDMENTS AND CONFORM TO THE TO THE "STEEL DECK SPECIFICATIONS AND LOAD TABLES" OF THE a. STEEL CONSTRUCTION STEEL DECK INSTITUTE AND FACTORY MUTUAL. b. CONCRETE CONSTRUCTION c. MASONRY CONSTRUCTION 2. ALL DECK PROPERTIES ARE BASED ON DECKING MANUFACTURERED BY VULCRAFT UNLESS OTHERWISE d. ANCHOR BOLTS IN PRE -DRILLED HOLES IN CONCRETE OR IN MASONRY NOTED. e. SITE SOIL CONDITIONS (AS REQUIRED; SEE FOUNDATION DESIGN NOTES) 3. ALL STEEL ROOF DECK SHALL BE "MR-24" MANUFACTURERED BY BUTLER MANUFACTURING AND 3. ALL SPECIAL INSPECTIONS SHALL BE CONDUCTED BY A QUALIFIED SPECIAL INSPECTOR AS DETERMINED BY CONFORMING TO ASTM A446 AND HAVE A PROTECTIVE COATING CONFORMING TO ASTM A525. THE BUILDING OFFICIAL AND/OR PERFORMED UNDER THE SUPERVISION OF THE ENGINEER OF RECORD. 4. ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 "STRUCTURAL WELDED CODE -SHEET STEEL". 4. A STATEMENT OF SPECIAL STRUCTURAL INSPECTION IN ACCORDANCE WITH SECTION 1705 OF THE IBC WELDING FILLER METAL SHALL BE AWS A5.1 OR A5.5 E60XX ELECTRODES. WELDERS SHALL BE AWS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL PRIOR TO BEGINNING OF ANY SPECIAL STRUCTURAL CERTIFIED. SUBMIT WELDER CERTIFICATIONS AND WELDING PROCEDURE QUALIFICATION TO THE INSPECTIONS BY THE SPECIAL INSPECTOR. ENGINEER. USE WELDING WASHERS WHEN REQUIRED BY THE DECK MANUFACTURER. 5. SPECIAL STRUCTURAL INSPECTION REPORTS SHALL BE FURNISHED TO THE BUILDING OFFICIAL AND THE 5. THE DECK CONTRACTOR AND/OR MANUFACTURER SHALL PROVIDE ALL END CLOSURES, CONCRETE POUR ENGINEER OF RECORD IN ACCORDANCE WITH SECTION 1704 OF THE IBC. STOPS, AND MISCELLANEOUS TRANSITION PIECES AS REQUIRED AT ALL EDGES AND CHANGES IN RIB DIRECTION, UNLESS OTHERWISE NOTED. 1816.1 TERMITE PROTECTION. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED 6. THE CONTRACTOR SHALL COORDINATE ALL DECK OPENINGS REQUIRED FOR OTHER TRADES AND SUPPLY PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF FRAMING MEMBERS AS INDICATED ON THE DRAWINGS AND/OR DETAILS TERMITE PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. SEE SECTION 202, "REGISTERED TERMITICIDE." UPON COMPLETION OF THE APPLICATION OF THE TERMITE COLD -FORMED STEEL STRUCTURAL FRAMING PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 1. ALL COLD -FORMED STEEL STRUCTURAL FRAMING SHALL BE FABRICATED AND ERECTED AND MEET THE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN REQUIREMENTS OF THE "SPECIFICATIONS FOR THE DESIGN OF COLD FORMED STRUCTURAL STEEL TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA MEMBERS" OF THE AMERICAN IRON AND STEEL INSTITUTE (AISI), LATEST EDITION. DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 2. ALL COLD -FORMED FRAMING SHALL BE ASTM A653. ALL 12, 14, AND 16 GAGE SSMA STEEL STUDS SHALL HAVE A MINIMUM YIELD STRENGTH OF 50,000 PSI AND ALL 18 AND 20 GAGE SSMA STEEL STUDS SHALL HAVE A MINIMUM YIELD STRENGTH OF 33,000 PSI. ALL C-SECTIONS WITH LIPS (CS) STEEL STUDS SHALL HAVE A MINIMUM YIELD STRENGTH OF 55,000 PSI. ALL GAGES OF PLATES, TRACKS, STRAPS, ACCESSORIES, AND BRIDGING SHALL HAVE A MINIMUM YIELD STRENGTH OF 33,000 PSI. ALL COLD -FORMED STEEL FRAMING EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH CONCRETE OR MASONRY SHALL BE GALVANIZED WITH G90 GALVANIZING MINIMUM. 3. ALL COLD -FORMED STEEL FRAMING AND RELATED ITEMS SHALL BE THE SHAPE, SIZE, AND GAGE SHOWN ON THE PLANS AND BE SOLID (UNPUNCHED). MEMBER PROPERTIES ARE BASED ON DIMENSIONAL PROPERTIES PROVIDED IN THE AISI "COLD -FORMED STEEL DESIGN MANUAL", LATEST EDITION. OTHER PRODUCTS MAY BE SUBSTITUTED BUT REQUIRE THE WRITTEN APPROVAL OF THE ENGINEER AND/OR ARCHITECT. UNAUTHORIZED DEVIATIONS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 4. REFER TO THE ARCHITECTURAL DRAWINGS FOR ALL COLD -FORMED STEEL FRAMING NOT SHOWN. AS A MINIMUM PROVIDE DOUBLE STUDS AT EACH SIDE OF ALL OPENINGS, CORNERS, INTERSECTIONS, END OF ALL WALLS, AND AT BEAM AND JOIST BEARING. PROVIDE TWO 16WC800 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED. PROVIDE SOLID BLOCKING FOR MULTI -STUD POST OR STEEL COLUMNS THROUGH FLOORS TO SUPPORT FRAMING BELOW. 5. WALLS WHICH HAVE SHEATHING CONNECTED ON ONE SIDE ONLY SHALL HAVE UNSHEATHED FLANGES LATERALLY SUPPORTED IN ACCORDANCE WITH THE DETAILS OR PER MANUFACTURER'S RECOMMENDATIONS. 6. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND STRAP BRACING. NOTE: CONTRACTOR AND ALL SUB -TRADES (WITHOUT EXCEPTION) SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO ORDERING AND INSTALLATION OF ANY MATERIALS. NOTIFY EOR, IN WRITING, OF ANY DISCREPANCIES PRIOR TO PROCEEDING 1 STRUCTURAL NOTES n WIND LOADS SCALE NTS SCALE:NTS c LIGHTNING STEEL CG19-014 ICIGCONNELLY GROUP '. C O N S U L T I N G E N G I N E E R S Q200 CU 2nd Ave South - #465 - St Petersburg, FL 33701 infooconnellyengineering.com W M813. 232. 8448 (F)800.698. 1945 www.connellyengineering.com r m O CIA ♦ F9C.°1APTERI A Nail HE CO FrRUCTEO TO N A LICEW TO PROCEED I"N THE WORK THE PROWNPONG OF TW TTEc CONOT AS RE. E. � WVU INUA CMOEL uE OAF A FFEROR RRiET TAM MY HE NPLORO PROJECT DATA DESIGNER ♦ Cn OFFM FROM THEREAFTER Rk91RMN A CORRECTION OF IRRON N PLAHN. CONSTRUCTION OR M ATUIS OF THo CODE EVERY POW SAM MALL RECO,E NVALO UNIC LEN THE MORN AUTHO M BY M FERRET E COIEOCRYA EO WMIN EOrNR AFTER ITS MAKE. OR IF THE WOS("urxO Ra° BY SO POW N CRC DRAWN BY NREENOEO OR ABANDONED FOR A PEWD OF SO MMMS AFTER THE TIE THE WORT( N JJC IW Q WE HERESY CERTFY THAT THESE WIN AAND SPICOICATNRNNR COArLY WTE RENINEAOM OF THE APP CANE NLNN CON SPECFEO OR THE TILE NEST CHECKED CI CRC o J IL I.- W W = Cn d a a FBC Ire 0 C3 6TH EDITION CU `D (2017) W a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE Cn DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN ►- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. S Cn W N 41T 0 Ln O C3coo >- LL Z W Z J �� V) a � Z � Z C3 J V i IX o C3 LL (, L` N CL!� J z o w �' N DRAWING SETS REVIEW 11.14.18 (01)-12.04.18 (02) 810 00.00.00 PERNT (80 REVIEW) 08.06.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 8. 2019 ` 0 11111111,// JP o`er g A '''•.;�'Y �.00 ... 40 o •, 00 OF � ` Aw � �f1111111� W CHRISTOPHER R. CONNELLY, PE CL PE•FL83888 i CA -FL 2BB41 STRUCTURAL NOTES a WIND LOAD DATA m Soo] CD 0 0 0 c O U) Q) r U O C Q) c O C v Q) c O O 04 O Q) c O (D c O a) 00 O O c O 7i r00 U C -c .0 c O 0 FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH REINFORCING CONT 02.50' 02.00' 5 95 CONT, 95 @ 16" CSC TRANSVERSE 07.00' 07.00' 02.00' 96 @ 6" EW BOT, 94 @ 12" EW TOP © 06.00, 06.00, 02.00' u6 @ 6" EW BOT, #4 @ 12" EW TOP O 08.00' 08.00, 02.50' #6 @ 6" EW BOT, #4 @ 12" EW TOP EO 05.00, 05.00, 02.00' #5 @ 6" EW BOT, #4 @ 12" EW TOP O CONT 02.00' 02.00' 4 #5 CONT, V5 @ 16" CSC TRANSVERSE O NOTE: ALL FTGS MEASURED FROM CENTERLINE OF WALL, U.N.O. EXISTING FOOTING — — — — — — — — — NEW FOOTING 1 SCHEDULES SCALE NTS LIGHTNING STEEL CG19-014 Fc—W CONNELLY GROUP C O N S U L T I N G E N G I N E E R S Q200 2nd Ave South . #465 - St Petersburg, FL 33101 Info0connellyengineering.com cru (T)813. 232, 8448 (0800. 698. 1945 w to ....connellyenglneering.— r an FIQCHAPTER ' PROJECT DATA O Cu \ Co A BE NIETECTm TO RE A LCOEE TO PFMM WAX TM WORE AM NOT A, A ffC TO MATE. CANCEL ALTO OR YET AYOE ANY OF THE PROVI NONS OF THE TWO"CODER. NOR YMLL NMINICE OF A PERROT PREVENT THE BNLONO WFKM FM CONYIROCTNN OR VNI Arcs CO E EVERY P MAD � MORE DESIGNER CRC \ Q1 W" U LEYY THE WON( AIITMOZEO YY YON1 PERROT E COMMENCED MON W MWANY AFTER IM NNWANCE. OR F THE WORN AMgRQED BY SM Pow N NEPUNED OR AYANNNEO FOR A PLIAM OF Oft MMM AFTER THE T,AE THE WNE 16 �AEETcm DRAWN BY JJC W Q WE TERM CERMY THAT THERE PLAN AND YPECKGITIRE RAN COMPLY WTHE RENEINEMTY OF THE APPLICMLI NEOEO COOEY MCFM ON THE TITLE &KIT CHECKED p CRC t— o a AT 1Y I— w W S Cf>I d. a9 a v FBC u� i� °' 0 6TH EDITION N (2017) w a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE U3 DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I.- t't CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. 2 U) J W N o Lo C1� a� o o C7 >- LJL C3 cjW Cn Z V+'�'^ Q � Z J U OLo u- (' u- N w"""' IL 3 � C)W DRAWING SETS REVIEW 11.14.16 (01) - 12.04.19 (021 Be D0.00.00 PERMIT IN REVS 08.08.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER S, POIS ```N%r,111111/ll��' \� ,oQHER R 00 ����i/i No. 0OF W CHRISTOPHER R. CONNELLY, PE CL PE•FL83888 / CA -FL EBB41 J la STRUCTURAL SCHEDULES �C L °° S002 to IN ' --.. II FM 1 1 — S O N O N c O c- U c O c O a) 00 00 O O c 0 z. 0 O w Q c 0 L c O 0 1 FOUNDATION PLAN SCALE: I/BE=1'•0E 0 8 2� 18'•10" D +00.00' -WAW HE — 7= +OD.00' +OD.00, +00.00' 1 I V I +00.00' FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH REINFORCING A CONT 02.50' 02.00, 5 #5 CONT, MI5 O 18" CSC TRANSVERSE BO 07.00' 07.00' 02.00' EB O S' EW BOT, N4 O 12' EW TOP C 06.00' 08.00, 02.00' E8 O S' EW GOT, E4 O 12' EW TOP D 08.00' 08.00, 02.50' E8 O S' EW SOT, +4 O 12• EW TOP E 05.00' 05.00, 02.00. E5 O S' EW SOT, E4 O 12' EW TOP F CONT 02.00' 02.00' 4 E5 CONT, 85 O IS' CSC TRANSVERSE G H - NOTE: ALL FTOS MEASURED FROM CENTERLINE OF WALL. U.N.O. EXISTING FOOTWO — — — NEW FOOTING J Do L_ .F. •02.00' au IL 3 C3 CONT FOOTING STEEL SHALL RUN W a CONT THROUGH PAD FOUNDATIONS ~ 3 0 U x c n w Z 6' CONCRETE SLAB OVER WELL COMPACTED 13 OUIPMENT S<PPPORT SLAB PER MFG HAIRPIN TIE SEE DETAIL FOR SIZE AND TREATED FILL AND 6 MIL VAPOR BARRIER Wi 1O SPECIFICATIONS CAST L TOP OF MAIN SLAB. sxs wzs x wzs WWM PROVIDE 1/2' CHAMFER ON ALL EDGES. TYPICAL. LENGTH. OVERLAP SLAB REINFORCING MIN 3000 PSI CONCRETE I PROVIDE PER OWNERS SPECIFICATIONS AND CENTER ON ANCHOR BOLT GROUP (� ___I C +00.00' +00.00' C I .O.F. T.O.F. TYPICAL CONTR JOINT, SEE DETAIL FOR RE INFO. SAWCUT SLAB A l2FT C/C CH WAY B" WIDE SLOPING DOOR RECESSDEEP, TYP ALL OHD (DF SLOPE 1/8' FT 6' CONCRETE SLAB OVER WELL COMPACTED 6' THICK CONT CONCRETE APRON FULL I TREATED FILL AND 6 MIL VAPOR BARRIER Wi LENGTH OF BUILDING. SXSX W2.9XW2.9 6X6 W2.9 X W2.9 WWM WWM OVER 6" COMPACTED CRUSHED CONCRETE BASE SAWCUT AT 8 FT I MIN 3000 PSI CONCRETE INTERVALS REF. -�00.00' TOP OF SLAB O +00.00' C I L I C +00.00' 4' THK SLOPING CON ALL DOOR LOCATIONS. f .4 T.O.F. W4XW4 WIRE MAT ALL DOOR LANDINGS AND RAMPS I '02.00' i PROVIDE COLD JOINT AT BUILDIN INTERFACES. INSTALL 1/2' I- D� ASPHALTIC ION MATERIAL FULL DEPTH QP FOUNDATIONS L - LZ CF.B ACIWR EIS' T B B uo r ° � T.O.F. +O�EIB' - - +OQ.flf}` - ------------- -------------------- --- - +00 00L - ----- -- -- - ----- ;:4 - I� +00.00' IoL r0 f7 n NOTE: ALL VERTICAL DATUM TYPICAL CONTRCR En CORRESPOND TO TOP OF SLAB SEETAILFORSA UT SLAB A OFO OORDINATE UNDERSLAB PLUMBING WITH PLUMBING +00.00' F PLANS T.O.F. CUE 4' CONCRETE SLAB OVER WELL COMPACTED TREATED FILL AND 6 MIL VAPOR BARRIER Wi 6X6 W1.4 X Wi.4 WWM OR FIBERMESH. MIN a I 3000 PSI CONCRETE SAWCUT 0 IEFT INTERVALS CONT FOOTING STEEL SHALL RUN CONT THROUGH PAD FOUNDATIONS I I— HB - - - _._ +00.00' +00.00' +00.00' X BRACING + +00.00' 4' THK SLOPING CONCRETE SLAB AT ALL DOOR LOCATIONS. WITH 4X4 W4XW4 WIRE MAT ALL DOOR LANDINGS AND RAMPS LIGHTNING STEEL TCG1 9-014 CONNELLY GROUP CONSU LTING ENGINEERS Q200 2nd Ave South - *465 - St Petersburg, FL 33701 info@connellyengineering.com CV) (T) 813. 232. 8448 (F)800.698. 1945 CO In www.connellyenglneering.com O FBI pHAPTER I PROJECT DATA O N \ CD A BE CONSTRUCTED TO BE A LMM TO PROCEED WITH THE WANK OOFTIETEOSWAL R NOR BULL MB1uxC�E OF AA PEW PREVENT TFEENwq ' OFFICIAL FROM TNIRFAFTER REDURAW A CONECTION OF ERRON N PLANS. DESIGNER CRC \ Q� CONSTRUCTION OR WNLATKNS OF TM COOL O EVERY PERMIT W NMLL 9ECOBE NWALC INLEES THE WORK AUTHDRUiO BY BINN PERMIT N COMkW= WITI N NN MONTHS AFTER ITS ISSUANCE. OR F THE WON AUTIIONMEO BY WON PERMIT re BUBPUAES OR ABANDONED FOR A PIMD OF 0 MONTHS AFTER THE TOE THE WON( E DRAWN BY W Q o WE HERM COTT" THAT TWA PLANE AND IRM FGTIO S COMPLY WIH TIE REQUIREMENTS OF THE APnCARE TNLd10 CODES sEDSEO ON THE TmE MEET JJC CHECKED O CRC H O J CL H W W = N 8 s a FBC i� cn 0 a 6TH EDITION [U Ca m (2017) W a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS w SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE o DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN �- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. 2 CA W N �- o In O cn I= o >MN LJL Z W U un Z BTBTBTBTj cn aJ Z � v J_ V O V U- LL. N r � O W DRAWING SETS REVIEW 11.14.18 (00.12.04.18(02) 8ro 00.DO.00 PERMIT O10 REVIEW! 0846.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER S, 2019 `�11111111///�� 00''��'�. •. it •t � '��® 1111111�`` W CHRISTOPHER R. CONNELLY, PE d. PE•FL63886 i CA -FL 28841 J Q FOUNDATION PLAN t� L m S100 cn 0 0 a) c O 0 0 O C 0 O n1 O U c v _c 0) Zi To, 7*7 0 O AH _ 0 c O II s00 U c L OT lO 1.1 1.9 2O O O O O 7O 7.9 9O CONTINUOUS GUTTER, RAIN LEADER AND COLLECTOR. ROUTE DOWN +23.00' AFF WALL FACE AND PROVIDE EAVE (Top OF STEEL) CONCRETE SPLASH BLOCK FLUME J J —i l j J J al alK al O- --- -- —�_ — - - A I X•BRACING [ X-BRACING R•q VINYL SACIM WALL —/ ' NBLLATM TYPICAL ALL --_—. ----------------`-------------__-- z z E3 all m m ___.___._____________________-__—___.----.--_ ____-__ _-__ __.____________-_______--_---_—____.______.--_—__,t ----- - ----_ __--- --__--------------------------------------------_ -__ --- ==--==- -----------_------------ --- ----------- -_ _-_------------__---------- _______--------------___--------------------- ---- __ _ _ _ _ _ _ ROOF PURLINS, SEE PEMB SPECS Ixm -_. __ _---------_-----_---------------___--- _ _-- --------__ 0 UI _ _ __-_-------- _-----__ _ _ --_ __ _-------- —---__-__---------- - - _ _----------- —__---------------------------------------- _-_ .—_ -----Al +A�-___ ____ _--___--------_-__—____--------- -- - Ir w X c Ir Ir c a z z z z z z m O O O O O O J 2 i ____.____._.__-'-___-._-.----_.____._._.___---------------__—_____ --�_._ ____ �.______—_____—__.__-__._____.__.__.__.—._.__._._.—._.____-___ .�-_ ____.�__-__--_._---__.__._._—._._.____.___-__._._._._-____._-__- ----------- ---------------------------- ______----.-'--_.-__.--_._.____-_._—_____.--- _-'--------------------------------- 0—__--_—___._----_-'- z Z Z z Z z W g : W f CL ---____----------_---_----- a +25.92' IMOLI 24 GAGE STANDING SEAM METAL ROOF BY _-----_--_-_--___________-___AIQDEUtlE_ _ __-- -- _-__-pSM4G--_____�_v-_-----___-_--- - - --- _ _ _ _ - ----------_--- _-_ ---._—___----------- 0 - -_- _----------------- --__-__--_-_---- ---------__-___-____- --_-_ --- ------_-__-_-_-------------RIDGEC1flE_________________===--=-__ __ -___ ___ _—_----_ - --_----------- —------ ----- ______---------- _---------------------_ -__- ----------------R 1a-------------- --- --- __ __ _-----_-__-------------------------------_ ____------------- ___ -- _ __ _- ----- -- _ ---------------- ------------------------- VINYL BACK BATT INSUL • FAB SHOP PROVIDEEAVE _-___.---.----------------__—___.___-__-___. ___ __ -- __- ---_-------------_-__------------.____---------------____ -_—_-___-_---------_._-- F ..___ F F ..___ �__._____.________---------------------__________________ � -- ---- � � PROVIDE EAVE cr RAKE CLOSURE a a a a a a cc RAKE CLOSURE U. O O O O O O w 2 i 2 :E f ----------------- ___—_._.__._._.__—___—______— _ _—----- _—_._--_--.—_—_—__—___._—_--_—_—_ ____ _—.__.—.__---_____—__---._—_--_---_—_--_—_.____--_--- ---_-------------- -----------------------_._.__ z z z z z z O z m CID f m m m m m R-q VINYL BACKED WALL NBULATION, TYPICAL ALL ._ _ ----------- .----------- ---_!w ____.—._._._.___.—._.___________________----____.________ ____ ______—___._._._-__—____._.----_____-__— ------------------ _— --- �--._._------.----._.__._.___._.____._.______________._._-------- ._.__._._—_ ___ __ WALLS R-12 BALM WALL M UT . TYPICAL ALL MAINWIUREHareE xqx SAY __ SPERBRINIT LED LIMING. BEE NOTES AND ADJUST PER ELECTRICAL DRAWINGS F.B I X-BRACING X•BRACING 0 =-=-------------_ _------ - G.2 --------- -OOP - -- ------------_ _ _� CONTINUOUS GUTTER, RAIN LEADER +18.00' (MOL1 EAVE TOP OF STEEL) AND COLLECTOR. ROUTE DOWN HIGH SIDE WALL FACE AND PROVIDE CONCRETE SPLASH BLOCK FLUME — ----------------------- ---------- PROVIDE EAVE—\ RAKE CLOSURE MAIN ROOF LEADER SHALL DRAIN ONTO LOW ROOF 24 GAGE STANDING SEAM METAL ROOF BY ---�EMB#�FG----------=_---------_— —_ __------------------------ LL._____________ _ �______ R _ 30 LL - a 39 ¢ VINYL BACK BATT INSUL • OFFICE < $ W O cc O W z J J z O W Z Z W J -cc J m 2 m m m a ROOF PURLINS, SEE a PEMB SPECS \—1 VINYL BAC/ID WALL OWLATRRL TYPICAL ALL ----------.----_—_.____—_-------__--_—__—_ __ __ WALLS O - -----------------+iE ----------------- _ LOW SIDE _nX-- - Li al Oil! X-BRACING CONTINUOUS GUTTER, RAIN LEADER AND COLLECTOR. ROUTE DOWN PROVIDE ROOF OVERHANG INTO WALL FACE AND PROVIDE GUTTER SYSTEM, SEE ELEVATIONSNS AND CONCRETE SPLASH BLOCK FLUME COORDINATE WITH PEMB ERECTION DRAWINGS LSCALE: ROOF FRAMING PLAN 1i8"1 LIGHTNING STEEL CG19-014 C CONNELLY GROUP C 0 N S U L T I N 0 E N G I N E E R S Q200 r 2nd Ave South - 0465 - St Petersburg, FL 33701 info®connellyenglneering.com c*� (T)813.232.8448 (F)800.698. 1945 CID I!? ,.-connellyengineer[ng.TRn, r CA O (U \ FMCINPTEN' AA Pgtll E CONITIMTEO TO E A LARGE TO PROCEED WITH THE WORK AI® NTT AS MPH Mn' M MATE CANCEL. XM M ET UN AM D THE PRDY OF THE TEDW.#L COOM MM Ill BKV= OF A PERMIT PREVENT THE &KIM PROJECT DATA DESIGNER to \ OFMCML FROM TIERUFTER MMMNO A COAEC OF ERRORS N PLANS CONSTRUCTION OR VIOLATIONS MAW LMLM Tiff WORK MJr MHIN COCE EVE" T"" M P Ill PPET r " LdIiENCO WRU SIALL MOME I M CRC DRAWN BY (� MONTHS AFTER I'll WNNNCE. OR IF THE WORK A Pr = BY SUCH PERMIT M ON N VMM ON ABANDONED FOR A PERM OFN! 0 MMA AFTER THE TIME THE WOW ty F Q C01EN�" WE NOW CUM Ti TIME RANG AM SPELWLATNNB COMPLY WYTII THE REWROEMB OF THE APPLrAM N"DRB CODES SPECIFIED ON THE TITLE MEET JJC CHECKED p CRC O J Uj x N d � 8 a FBC a 6TH EDITION RI m (2017) W I-- CONNELLY GROUP CONSULTING ENGINEERS AND THEIR p AGENTS, RESERVES THE RIGHT TO REVISE DETAILS w SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE p DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I.- CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. x W N C3 Ln I cr) O cl O Z w cn � Z Z cn Q -� O v F- V O Ln Q U_ = N_ CL 3 J O Lu � N DRAWING SETS REVIEW 11.14.18 1011 - 12.04.18 [021 BID 00.00.00 PERMIT (80 REVIEW) 09.06.18 PROFESSIONAL SEAL DATE SEALED, SEPTEMBER 8, 2019 In \O cJ .• VC • .,�iji��i� O ._. op W CHRISTOPHER R. CONNELLY, PE CL PE-FL63886 i CA -FL 28841 J Q FRAMING PLAN I— C� G m S101 to _ 1 1 1 I 1 1 _ epI I NON -INSULATED ROOFING ROOF PURLIN AND ROOF PANEL, PANELS �\ BY PEMB MFG 1 BUILDING SECTION SCALE: 1i2"1 - - - - ANCHOR TRACK TO PURLIN WITH 812.14 HWH FASTENERS 012" C/C FASTEN TRACK TO STUD USING 810 SELF -TAPPING SCREWS ROOF FRAMING SYSTEM, SEE PLAN CONTINUOUS STEEL TRACK SEE PLAN FOR SIZE 5/8' GYPSUM EACH SIDE � �\ STEEL STUDS. SEE PLAN FOR SIZE PROVIDE CONT HORIZONTAL BRIDGING \ AT MID POINT FOR WALLS OVER 10'-0" HIGH. ANCHOR TRACK TO CONCRETE SLAB WITH 34' LONG POWDER ACTUATED FASTENERS 0 24" CSC \\ STEEL TRACK SIZE AND GAGE TO MATCH STUDS i - R•30 VINYL BACKED ROOF INSULATION, SEE PEMR SPECS FOR ATTACHMENT +SEE PLAN TOP OF ROOF *SEE PLAN TOP OF FRAME STEEL tHANG AT EAVE (WHERE SATED) , SEE PEMB SPECS FOR E INFO. _ BACKED INSULATION, SEE .CS FOR ATTACHMENT 26 GAGE 3Y PEMB +0'-0" TOP OF SLAB (FFE) WALL INSULATION, SEE PLANS PEMB WALL PANEL AND -- BYPASS GIRT 20 GAGE EDGE ANGLE PER MFG SPECS. RUN PANEL MAX - --- - - 6' PAST TOP OF SLAB 6 TYPICAL INTERIOR WALL TO DECK SCALE: 3/4"=1'-0" CORNER NOTE: 1. TYPICAL CONFIGURATION: FASTEN TOGETHER WITH (2) 810-16 AT 12' C/C VERT, UNO 2. BUILT UP COLUMNS SHALL BEAR ON EQUAL GAGE TRACK MIN 4" LONG 3. DOUBLE POST AT ALL LOAD BEARING HEADER LOCATIONS. FASTEN TOGETHER WITH (2) X12.14 AT 12' C/C VERT. USE 3 OR 4 STUD CONFIGURATION BASED ON LOCATION. ADD 16GAGE CLIPS AND VERTICAL TRACK FOR HEADER ATTACHMENT. SEE SSMA DETAILS FOR MORE INFO. 4. ADD COLD ROLLED BRIDGING AT 48' MAX VERT SPACING 7 TYPICAL STEEL STUD CORNER CONFIGURATION SCALE: 3/4"=1'-O' TYPICAL EXTERIOR FOUNDATION SCALE: 3i4"=1'-0" i 1'-0' !-- 148 HAIRPIN TENSION ROD LAP AND TIE TO REINF OF SLAB �• -- METAL WALL BEYOND DOOR NOT SHOWN PROVIDE 3/4' SLOPING RECESS AT MAN DOORS CONCRETE ASPHALT APRON •••" • a \ 1/2" ASPHALTICILI -- EXPANSION MATERIAL Lij n 1 BACKFILL WITH CLEAN, TREATED AND COMPACTED SOIL (COMPACT TO 95% MODIFIED SEE PLAN - - PROCTOR ASTM 01557) (TYP ALL AREAS) r � r- SEE PLAN ` 6 MIL VAPOR BARRIER CONT AND TRANSVERSE REINFORCMENT, SEE SCHEDULE FOR MORE INFO HAIRPIN TIE FOUNDATION SECTION AT O.H.D. SCALE:1/2"=1'-O" SCALE- 3/4'=1'-0" JOINT SEALING EDGE EACH SIDE Wi COMPOUND 1/8' RADIUS I DRILL AND EPDXY NEW 93 X IS' LONG 0 48' \ MID HEIGHT C/C REINFORCEMENT STAGGERED EACH SIDE, \ MIN 4' EMBED - NEW 4' CONCRETE SLAB 4X4 W4 X W4 WWF SMOOTH DOWEL COATED TO SLAB SAWCUT FOR MISC - (TYP) OR FIBERMESH PREVENT BOND UTILITY INSTALLATION \ CONSTRUCTION 'COLD JOINT" 16' MIN �- SAW CUT JOINT 1/8' / W N W BACKFILL WITH CLEAN TREATED AND X 1i4 T COMPACTED SOIL (COMPACT TO 95% -- ------ -� --- � MID HEFT - — EXISTING 6 MIL VB TO REMAIN, - MODIFIED PROCTOR ASTM D1557) INSTALL NEW 6 MIL VB, TYP UNOALL AREAS 3 SLAB POUR BACK DETAIL (PIPE TRENCH) SCALE: 3/4'1 PRE-ENGINEERED METAL BUILDING END COLUMN :D ANCHOR BOLTS W/ 18- LL PERIMETER COLUMNS. SEE - SEE PLAN FOR SLAB iRE INFO. 22' TOTAL LENGTH THICKNESS \ 1 1-X5 CONT @ CORNER 1 �- HAIRPIN ROD. OVERLAP WITH WIREMESH REINFOCEMENT. SEE PLAN FOR LOCATION AND SIZE. CONT WALL FOUNDATION IN FOREGROUND SEE PLAN FOR REINFORCING REQUIREMENTS CRACK CONTROL JOINT SLAB CONTROL JOINTS j SCALE: 3/4"=1'-0" NOTE: ALL STEEL FRAMING INCLUDING SECONDARY MEMBERS AND CONNECTION HARDWARE SHALL BE HOT DIPPED GALVANIZED GALVANIZED - 3/4' 8 DOUBLE NUT A36 STOCK ANCHOR BOLTS WITH WASHER SEE PEMB BASEPLATE LAYOUT FOR PLACEMENT. MIN 20" EMBEDMENT 4' PROJECTION MIN TOTAL LENGTH 24" / — PILASTER, SEE PLAN AND DETAILS SLAB ON GRADE, SEE PLAN \ li2' ASPHALTIC EXPANSION MATERIAL FULL DEPTH OF LAB PROVIDE PILASTER �- TIES AS SHOWN 3N 2' I MAIN PEMB FOUNDATION SEE SCHEDULE FOR SIZE AND REINF NOTE: 1. BACKFILL WITH CLEAN AND COMPACTED SOIL (COMPACT TO 95% MODIFIED PROCTOR ASTM 01557). 2. PROVIDE MIN 3' COVER FOR ALL REINFORCEMENT. 3. ALL STEEL FOR WALL AND FOUNDATION SHALL RUN CONT THROUGH PILASTER. 4. PROVIDE STANDARD HOOK AT TOP AND BOTTOM OF ALL VERT REINF IN PILASTER. 5. PROVIDE 1/2' CHAMFER ON ALL EXPOSED EDGES p PILASTER AT OPEN BAY SCALE: 3/4'1 PEMR MAIN COLUMN -- AND BASEPLATE AT OPEN BAY, SEE MFG SPECS -------F.G.(V.I. G LIGHTNINSTEEL � --- - - l 9-0174 CONNELLY GROUP CONSULTING ENGINEERS Q200 2nd Ave South - #465 - St Petersburg, FL 33701 Info Oconnellyengineering.com (T) 813. 232. 8448 (F)800.698. 1945 Il>I www.connellyengineering.com PROJECTFIRI -I O � " WALL N CMTM "CM TO BE A UMM To PICIM WnN TTE WERE . DATA C1.1 AI" M" AB A MMM TO MUTL UWEL. ALTER OR iT UM ANY ff THE PROYIMONB' - -- - - N, W THE TEDICAL WDE6. NMI OWL WMIANCE OF A MOST ►REwIT THE EILOFIO DESIGNER OFFICIAL FROM r4RW ER REDWING A CIN IFlTld1 OF 011019 W MAR Ch ENEW .. CRC ChWVAUDWUTHE WOW ALITHIff�MMIT 0CWTIN0 MDNTHR AFTER CIE "MIANCE. DR F THE WOE! AUTI"RQED BY III PERMIT" DRAWN BY MDBPBIEED MR ABAH"MED FDR A PERIOD DF OM MONTNB AFTER THE TIRE THE WMM ■ JJC aW WE HOW CERTIFY TWAT THERE PLANE AI" BFOFT+ATTONB CORPLY WITH RIM INI of TIE APPLEABLE MEDW CEDER WCIFEO ON THE TITTLE OIEET CHECKED p CRC 0 J CL LUW W m s III FBC cn I 6TH EDITION CU m (2017) a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR r3 AGENTS. RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE CO DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN F-' CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD w VERIFICATION. x, W W N F— o n Q (n p cn z I � TRTTRTTnnT� O U. Z L) cn U)� z a U J V o cm L), a Ln U U_ N mc mc 3 J O W DRAWING SETS REVIEW - 11.14.18 (01) • 12.04.18 (021_ BID DO.00.00 �I PERMIT (BD REVIEW 08.08.18 - -- --_—A PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 6, 2019 I pp O'i o N o 9 � A � W CHRISTOPHER R. CONNELLY, PE 0-' PE-FL83888 i CA -FL E6841 J DETAILS Q F- H m' S200 cn LINER PANEL BY PEMB MFG . WHERE REQUIRED PEMB SIDEWALL COLUMN BEYOND PEMB WALL PANEL AND BYPASS GIRT / I , 20 GAGE EDGE ANGLE PER - j MFG SPECS. RUN PANEL 6" \ - TIE -BAR TRANSVERSE REINF. PAST TOP OF SLAB SEE SCHEDULE. LAP 12' MIN \' 6 WITH WWM OF MAIN SLAB CONT WALL FOUNDATION �� i } SLAB ON GRADE, SEE PLAN F.G (V.LF_X_ J4L 6 MIL VB, TYP UND I 1-85 CONT NOTE: 1. BACKFILL WITH CLEAN AND COMPACTED SOIL (COMPACT TO 95% MODIFIED PROCTOR ASTM 01557). 2. PROVIDE MIN 3" COVER FOR ALL REINFORCEMENT. 3. ALL STEEL FOR WALL AND FOUNDATION SHALL RUN CONT THROUGH PILASTER. 1 TYPICAL PERIMETER EXTERIOR FOUNDATION SCALE: 3/4"=1'-O" / MAIN COLUMN FOUNDATION SEE SCHEDULE. 2'-6" i 483 TIES 0 2" TOP �D AND BOT, BALANCE nI AT 6" C/C -1446 VERT 5 PILASTER TYPE P-1 SCALE: 3/4"=1'-O" METAL DECKING ACOUSTICAL CEILING GRID WIRE ROOF PURLIN CONTINUOUS -\ STEEL TRACK SEES PLAN. 1 S. ACOUSTICAL CEILING WIRED TO ROOF MEMBERS INTERIOR WALL DETAIL @ ENDWALL — SCALE 3i4"=1'-0" - _ - — - --- - — - - I_ - I - - - -J3_ .. --'- _ 5 METAL DECKING EXIST PEMB PURLIN \ \ ACOUSTICAL CEILING GRID WIRE 382ST150-30 CONTINUOUS STEEL TRACK UNOONN.CONTINUOUS ACOUSTICAL CELING WIRED TO EXISTING ROOF TRUSSES FASTEN TRACK TO STUD USING 7/5s' DIA SHARP POINT PAN HEAD SCREWS - 1 II Sib' GYPSUM EACH SIDE STEEL STUDS AT 24" C/C. UNO AS INDICATED ON PLAN, TYPICAL ALL INTERIOR STUDS. — R•13 WALL INSULATION, WHERE ANCHOR TRACK TO REQUIRED, SEE PLAN CONCRETE SLAB WITH 3/4" ��� LONG POWDER ACTUATED FASTENERS 0 24" C/C II� ��' CONTINUOUS STEEL TRACK UNO ON PLAN. _ y 1' INTERIOR WALL DETAIL @ ACOUSTICAL CEILING - SCALE: 3i4"=1'-0" j 4 EXTERIOR PANEL WALL SCALE: 1.5"=1'-0" 5/8' GWB OVER 182SI25.18 FURRING CHANNELS @ 24" C/C OVER 6.25' BATT WALL INSULATION TOTAL R=19. INSULATION TO BE INSTALLED PRIOR TO INSTALLATION OF FURRING CHANNELS. VAPOR BARRIER SHALL BE CONTINUOUS AND FACING THE EXTERIOR. INSTALL LINER PANELS PER PEMB MFG WHERE SPECIFIED, SEE PEMB PLANS AND SPECS PEMB WALL FRAMING ,LIGHTNING STEEL CCi19-014 F _F CONNELLY GROUP c G� CONSULTING ENGINEERS Q200 2nd Ave South - #465 - St Petersburg, FL 33701 I nfoQcon nellyeng Ineeri ng. com (T) 813. 232. 8448 (F) 800. 698. 1945 w WWW.connellyengineering.com r FW LIAPTEpi PROJECT IDS4.IPERTWENT. DATA O A POW EMEO RIALLM CMSTRLCTEO M EE A LCOW TO PRW= WrTN THE WORK CU AND NOT AS ALITI"NTT M VIOLATE. CAMIA. ALTER OR MET AM ANT OF TIE PROVO= 1% OP TIME TIMWAL CODES. NM NMLL WI MCE OF A PERT PRENMIT THE MUL"M DESIGNER O OFFICAL FROM PLM CONSTRICTION OR T�'p" COOL EVM POW "MXAKI. EECOLE CRC EIVALIO ULEM TIE WORK AUTIOM ST NmLI PEROT E COMLMCOM WnIM W In EONTNB AFTER ITS INI A ". OR F THE WORK WTHIN EO ST RICH PEROT N SUSPENDED ORAMNtlNEO FOR A PERIOD OF MN NOMI/IM AFTER THE TIME TM WOE( IS DRAWN BY coNLExDEa JJC QWE IOM" WIT!" MT TIEM PLAM AM BP IIMTWM COIFLT w Tx THE REOLEEEEMrN OF TIE APPLMa�E MUM COMM SPIRIM ON TIE TITLE NEST - CHECKED p CRC O IL y W W CD a, �I FB C I, 6TH EDITION to CU (2017) m a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR AGENTS, RESERVES THE RIGHT TO REVISE DETAILS LU SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE Cl) DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I— CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W W VERIFICATION. — � =I I I W C3 Ln cn Q c Q cn U. E= Z W C3 Ci cn Z !ate_ cn II = Ci U a In = wi O W z �t N _.REVIEW DRAWING SETS 11.14.18 (00. 12.04.18 (Del am 00.00.00 PERMIT 180 REVIEW) 09.08.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER 8, 2018 0� JN 38 O W CHRIETOPHER R. CONNELLY, PE PE•FL83886 i CA -FL 28841 a DETAILS r~ m 9201 cl)— I I I 1 u 1 1 1 1 i I I 11 1 1 1 1 1 Ilp L"' IIIfllr I I I - _ I I I 1 1 114 I 1 /43 MIL MIN. __ ✓ \THICKNESS III SCREW ATTACHMENT CLIP ANGLE \I [LENGTH = 80% OF STUD DEPTH (D)] COLD•ROLLED \J CHANNEL STUD FINISH SCREW ATTACHMENT TRACK - CLIP TRACK FLANGE AT LAP JOINT BRIDGING WITH CLIP ANGLE WALL FRAMING -CORNER TRACK LAP -- SCALE NTS SCALE:NTS SCALE NTS { - - CRIPPLE STUD INFILL STUD - CRIPPLE STUD INFILL STUD HEADER TRACKS t k k1 x I f HEADER TRACKS HEADER X, ✓ f - TRACK PIECE f / MEMBERS HEADER MEMBERS �! JAMB ANGLE Cl mod' \i JAMB ANGLE � r BASE TRACK ADDITIONAL - ANCHORAGE ADDITIONAL— ANCHORAGE R JAMB 7 A BEARING HDR - DOUBLE BACK TO BACK JAMB -- I LOAD BEARING HEADER -SINGLE JAMB - � LOAD BEAR - _ - SCALE:NTS SCALE:NTS SCALE NTS TRACK BLOCK PIECE TO MATCH WALL STUD CLIP FLANGE AND BEND INSTALL _ O.C. FRAMED WALL SCREW ATTACHMENT TAUT FLAT STRAPS � 111 I�BRIDGING - DOUBLE FLAT STRAP WITH BLOCKING 13G SCALE: NTS MlTaV IL T imm C w m L141>t:TJI1:i SCREW ATTACHMENT SECTION A -A A- -TOP TRACK - STUD L.V.F. -� I � II STUD -� — TS SUPPORT POST It EMBED III FLUSH WITH CONCRETE k BASE TRACK FLOOR � � Xj 4 < ° BASE TRACK INSTALL DEFLECTION TRACK @ NLB WALL ATTACHMENT AT STEEL COLUMN SCALE: NTS SCALE NTS SCALE NTS INFILL STUD - CRIPPLE STUD I, � 1 HEADER TRACKS JAMB III ✓, I � J ADDITIONAL - ANCHORAGE JAMB INFILL STUD - CRIPPLE STUD k tom^ x HEADER TRACKS TRACK TRACK PIECE i JAMB k ADDITIONAL ANCHORAGE BASE TRACK ,- ANCHORAGE KICKER CLIP ANGLE SCREWATTACHMENT CEILING LINE � II MAX. 45 SCREW ATTACHMENT STUD A it 10 NLB HEADER WITH SINGLE JAMB NLB HEADER WITH BACK TO BACK JAMB NLB WALL ABOVE CEILING WITH KICKER TO ROOF -SCALE:NTS 11 SCALNTS 12 SCALE: NTS FRAMED WALL, SEE / PLAN FOR SIZE 8 SPACING NOTE STUD 1. X•BRACE TO BE PRE -TENSIONED SO LATERAL LOAD IS IMMEDIATELY FINISH � � �, � I � � � �i TRANSFERRED TO THE X•BRACE WITHOUT MOVEMENT IN THE WALL / ii SURFACE � BEFORE LOAD IS TRANSFERRED. SCREW ` ATTACHMENT TRACK BLOCK PIECE \ �� DOUBLE STUD BACK TO BACK EACH \ \ 16 GA PRE -TENSIONED STRAPS TO MATCH WALL STUD `i/� \ END OF BRACING. FASTEN TOGETHER i (SEE PLAN FOR DOUBLE OR SINGLE APPLICATION) CLIP FLANGE AND BEND CONTINUOUS TRACK TAUT FLAT STRAP — yyi 2•12 HWH AT 12' CiC VERT / INSTALL O.C. W\ \ CLIP FLANGES AT EA. STUDS TOP TRACK, MATCH STUD \ ✓ w GAGE. FRAMED WALL - i� �� - SCREW ATTACHMENT BACKING AT LIGHTLY LOADED WALLS STEEL STUD, SEE PLAN FINISH �� 15 'r SCALE NTS - -- L - - 1�87 CALE• NTS LIGHTLY LOADED WALLS - - - - -- FOR SIZE AND SPACING ---i- w SURFACE - - -- - - - - - - - . - - SCREW \� ATTACHMENT - - - NOTE: ALL SCREWS USED TO CONECT LGS 600S162 33 - 6n_STUD 1.625 LIP 20 GAGE TAUT FLAT STRAP - -- _- - - FRAMING MEMBERS SHALL BE #10 HWH-I � SSMA (MILS) _GAGE SELF TAPPING. LGS TO STEEL SHALL BE II 19 f 25 m14 SELF TAPPING OR 3i4" GAS OR BRIDGING - SINGLE FLAT STRAPWITH BLOCKING_ SCALE NTS 1.25' PAF OR 1i4' 8 SELF TAPPING / �I 27 22 POWDER ACTUATED (PAF) FASTENERS W/ CONCRETE SCREWS AT 12' INTO SLAB SIMPSON S/HTT14 HOLOOWN FASTENEOTO STUD W/ 30 20 - DRYWALL MIN 3,18" EMBED, UNO ON PLANS. 14812 SELFTAPPING SCREWS. 33 20 - STRUCTURAL BASE TRACK MATCH STUD GAGE -' 43 18 i 54 16 18 912 HWH EACH SIDE, EACH END 69 14 5/8'8 A307 ALL -THREAD EPDXY ANCHORS AT BASE. MIN 4' J EMBED USE 1i4'THK 1.5' SQUARE WASHER 97 12 -- - - - - - SSMA GAGE CONVERSIONS NOTES - _ 17 I� 1819 ' X-BRACING (AS_ REQUIRED, SEE PLANS) - -------- -------- SCALE NTS SCALE NTS SCALE NTS ;LIGHTNING STEEL CG19-014 ICIGICONNELLY GROUP C 0 N 6 U LT I N 0 ! N 6 III ! E R IIIr2 200 2nd Ave South - #465 . St Petersburg, FL 33701 Q lnfo0connellyenglneering.com S2 m 813. 232. 8448 (F) 800. 698. 1945 n wWW.conneIIyengIneerIng.Com N PROJECT I OW INB.AIpow INTENT DATA APEROT MUED ew1L K CMTRCCTEO TO HE A LR;oBE M PROCfEOW TN THE WmE (u ANONOT 0UTNmen•TOnwTLCwNxi.ALTER ORSET A.ANT aFTHE rNwwmle \ OF THE TECHWAL CWEIL NOR SHALL eINANCE OF A PERMIT PREVENT THE eLE ORe DESIGNER NFFU . FRIN THEREAFM MMM A CONIMTBN OF ENRmro B PLANS. COMNTRIICTNNI OR VIO ATNNB OF THIN CODE. EMERY FERRET MO MALL BUM CRC \ BYALEI UNLESS THE WORK AUTICRREO By NCR PEMNT B CDMM=WInBI SK Y ♦� M ITHS AFTER ITS WAKE, OR IF TINT wONE AunM ZM er NCR PEMRT IS DRAWN BY lNPERIG OR MANUS FOR A PERIM OF 0MONTHS AFTER THE THE THE WORK IN JJC W WE HENENY MMFY nIT THERE PLANS AM MUTNMB COMLY WITH THE -- - -- Q SFE I EwEIENTS OF THE APP-CABLE BULu COME SPECIFEO ON THE TITLE SHEET CHECKED o CRC 0 CL J 'V I� W W CD Si/ FBC v �n 6TH EDITION cu (2017) w CONNELLY GROUP CONSULTING ENGINEERS AND THEIR AGENTS, RESERVES THE RIGHT TO REVISE DETAILS LU SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE o DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN E— CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W W VERIFICATION. �I W N O O Q c cn O Cn w C3 >NNN J F= I W LNLe � Z V cn Z J cn a- v J U o l = c3 In >- LL LL CU I � 3 O W II I J Z DRAWING SETS REVIEW 11.14.18 (Ol) • W.04.IB 10lI _ - -- — _ - _ - - -- BID 00.00.00 PERMIT (80 REVIEW) 09,06.19 PROFESSIONAL SEAL DATE SEALED SEPTEMBER S, 2019 Ro --0, °ems' LU CHRISTOPHER R. CONNELLY, PE CL PE•FLB3888 i CA -FL 28841 J LIGHT GAGE STEEL FRAMING DETAILS S300 cnI 0-.1 0 4. 0 0 12 0 II CD a) K*l 0 ,2 0 00 Q) Q) c 0 0 I'll IN, 1-1L l 1 1 1 , I I I f ligi I 111 irijigill 1411, IIIIiiIqiiIwI M'Llp I - I f I I II 'llu II 1 sari_.__ L -E F- LE P LA i 'IT -z' Z� K) z' X, -04 L X D 1, ER < 'D Z � L SIP z \o ��� \\ of H T C 0 tV C, P 7'- TF- TE— F '-'(-"FNTER'1JNE OF �-JIT YY >1 !I !IT E E' N C.T. METER AND G.T. CABINET LOCATION 40 40 V No 40 to go 401, 00 410 p(l) POWER 100000,00 TRAN!F0 R CAT ION 0 FIELDVE PRIOR T V lN5TA 0 1010 Z 10 to 0000 go 10 2 4' 100 go 'z\� go 110 10 so 14 .0 go &612160 -7 A` 32,34 T VAI H b L I D------ �T' \\ \ \e 1 12" % V'- 0 \\1 \\ \ �\ \ \\ `� �ZI ELECTRICAL SITE PLAN SCALE: 1:20 \\\C) (D 2) 0 r 9z" z- Zz 14 z 2'? ZZ 2 4 LIGHTNING STEEL I CG1 9-014 CONNELLY GROUP CO N S U LTING ENGINEERS 1L 200 2nd Ave South - #465 - St Petersburg, FL 33701 in fo*connellyengineering.com cu (.3 M813. 232. 8448 (F)800. 698. 1945 ....connellyengineering.co. FBC.CHAPTERI 105.4.1KHANTINTENT PROJECT 0 A PERMIT ISSUED SMALL BE CONSTRUCTED TO BE A LICENSE TO PROCEED MTH THE WOW DATA DESIGNER CRC CU \ Ln AND NOT AS AUTHORITY TO VIOLATE. CANCEL. ALTER OR SET ASNYE MY OF THE PRDMIOMS OF ME TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE M"M OFFICX FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRICTION ON VIOLATIONS OF THIS CODE. EVERY PERMIT ISSUES SMALL BECOME VALID UNLESS THE WORK AUTHORIZED BY SUCH PERMIT 19 COMMENCED WHIR SIX MONTHS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED BY SUCH PERMIT " SUSPENDED ABANDONED FOR A PERIOD OF SIX MONTHS AFTER THE TNE THE WORK IS DRAWN BY LLI COMMENCED. WE MEREBY CERTIFY THAT THESE PLANE AND SPECIFICATIONS COMPLY WITH THE REOUIREMENTS OF THE APPILCABLE BUILDING CODES SPECIFIED ON THE TITLE SHEET JJC ECI` CHECKED CRC C3 CL I.- LU Lki a- FBC cu cn 0 6TH EDITION cu Ln (7) (2017) LU I.- < CONNELLY GROUP CONSULTING ENGINEERS AND THEIR C3 AGENTS, RESERVES THE RIGHT TO REVISE DETAILS UJ SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE U) DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I.- w CONCEPT, ACTUAL DETAILS SUBJECT TO FIELD wVERIFICATION. m En Uj cu qq- 0 Ln cn < cn 0 C3 ;7- ;z Uj U cj cn =3 1= 1�- Z M j J cn < C3 3: C-3 cj w w ci Ln 0 < (� U- cu 3: EL 3 LU ;zLU DRAWING SETS REVIEW 11.14.18 (011-12.04.18 (021 BIO 00.00.00 PERMIT (80 REVIEW) 09.04.19 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER, 04.2019 Iz. 2W5 C3 o STATE OF -Z A' ��LORVD, �'Noo aaaaaa UJI CL ELECTRICAL SITE PLAN °° E100 to _. 1 I ` 11 1 1 I I I _ 0 0 a� 0 c: O c- O 0 0 O N O L U C a) u Eel O O c O INC 0 0 0 c- O �00 V C 1 LIGHTING PLAN SCALE: lib" =1'-0" Pt /-A=lklt-7 0 0/200/120V 3 FHASE TRANSFORMER E LIGHTNING STEEL I CG19-014 -CONNELLY GROUP CONSULTING ENGINIIIIERS O_ 200 2nd Ave South - #465 - St Petersburg, FL 33701 Info@connellyenglneering.com r (T)813.232.8448 (F)800.698.1945 .—connellyengineering.CoN [1J FBC.CHAPTER I PROJECT O 105.4.1 PERMT INTENT . A PERMIT ISSUED SHALL BE CONSTRUCTED TO BE A LICENSE TO PROCEED WITH THE WORK DATA DESIGNER CRC N \ In AND NOT AS AUTHORITY TO VIOLATE, CANCEL. ALTER OR SET AWE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REQUIRING A CORRECTION OF ENRON IN PLANS. CDNSTRUCTION OR VIOLATIONS Of THIS CODE. EVERY PERMIT $SUED SHALL BECOME \ Q] INVALID UNLESS THE WORK AUTHORIZED BY SUCH PERMIT 19 COMMENCED W RIN SIX MONTHS AFTER ITS ISSUANCE, OR IF THE WORK AUTHORIZED BY SUCH PERMIT IS DRAWN BY • SUSPENDED OR ABANDONED FOR A PERIOD Of SIX MONTHS AFTER THE TIME THE WORK IS COMMENCED. JJC W PLANS AND SPECIFIC COMPLY WITH THE OF THE APPLICABLE BUILDING CODES SPECB&DON THE TITLE SHEET RE HERESY REQUIREMENTS OF T THAT APPLICABLE CHECKED QREWMEMENTS CRC F— O J a 1V rr F- LU W _ LF O S � n. ao FR V C O CU 0 3 6TH EDITION CU Ln (2017) W a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS UJ SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE CO DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN F- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. S ul W N o Lo cn acn o cn o C' � >- LL �=MW c3 CJ cn V i Z C3 IIIII� o + U L LL. Lo U- N CL J z o w lq- N DRAWING SETS REVIEW 11.14.18101) • 12.04.18 (02) BID 00.00.00 PERMIT IBD REVIEW) 09.04.19 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER, 04.2019 I U � QOpppp4410 ppOOO,,pd o*I 1*® O m �o o o S A OF o # �///; 404%p pip W Q LIGHTING PLAN °° E200 cn 0 O Q) C O C O C C) N 0 0 O N 0 Q) c 0 C O Q) N T 0 0 c O 0 t 1 POWER PLAN - OFFICE SCALE: 1/4" =1'-0" IniT INNArl /'I ^/-V GENERAL NOTES • CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS PRIOR TO SUBMITTING A PROPOSAL. • ALL WORK SHALL BE IN ACCORDANCE WITH THE 2014 EDITION OF THE NATIONAL ELECTRICAL CODE. • ALL CONDUCTORS SHALL BE COPPER, 012 MINIMUM. • ALL CONDUITS SHALL HAVE A PROPERLY SIZED EQUIPMENT GROUNDING CONDUCTOR. • PROVIDE ALL NECESSARY PULL/JUNCTION BOXES, SUPPORTS AND 1" IISC. ITEMS FOR A COMPLETE INSTALLATION. • THE USE OF TYPE 'MC' CABLE MAY BE USED, IF IT MEETS THE REQUIREMENTS OF THE N.E.G. • PROVIDE TYPE WRITTEN PANEL DIRECTORIES. • ALL WIRING SHALL BE IN A CONTINUOUS CONDUIT SYSTEM. • ALL LIGHT FIXTURES SHALL BE SUPPORTED INDEPENDENTLY OF SUSPENDED CEILINGS. • ELECTRICAL WORK SHALL BE COORDINATED WITH ALL OTHER TRADES. • SWITCHES AND RECEPTACLES SHALL BE 20 AMP COMMERCIAL GRADE AND IVORY IN COLOR. PROVIDE MATCHING COVER PLATES. • CONCEAL ALL CONDUITS AND BOXES UNLESS OTHERWISE NOTED. • COORDINATE ALL POWER REQUIREMENTS WITH LOCAL POWER COMPANY ENGINEER. • PROVIDE AND MAINTAIN TEMPORARY POWER AND LIGHTING SYSTEM FOR DURATION OF THE PROJECT. • EMT FITTINGS SHALL BE DIE CAST SET SCREW. • MAKE FINAL CONNECTIONS TO EQUIPMENT WITH FLEXIBLE METAL CONDUIT. LIQUID TIGHT WHERE EXPOSED TO WEATHER. • ALL LIGHTING CONTROLS TO MEET THE FBC ENERGY CODE 6TH EDITION 201i. F.B.C. ENERGY CODE (oTH EDITION 2011 • ALL LIGHTING CONTROLS TO MEET THE FBC ENERGY CODE 6TH EDITION 2011. • VOLTAGE DROP CONSIDERATIONS FOR CUSTOMER OWNED SERVICE ENTRANCE AND BRANCH CIRCUIT CONDUCTORS HAVE BEEN INCLUDED IN THE DESIGN OF THE ELECTRICAL SYSTEM AS REQUIRED BY THE 6TH EDITION (201-1) FLORIDA ENERGY CONSERVATION CODE REFERENCE CC405.1.3.1 AND (C405.132 ) F.B.C. ENERGY CODE VOLTAGE DROP NOTE FOR BRANCH CIRCUIT CONDUCTORS EVERY 15' IN LENGTH, THE WIRE 51ZE SHALL BE INCREASED ONE WIRE SIZE TO MEET THE PROV1510N5 OF NO MORE THAN 3% VOLTAGE DROP ON ANY BRANCH CIRCUIT. LIGHTNING STEEL TCG1 9-014 -CONNELLY GROUP CONSULTING EN6INEENS aInfooconnellyengineering.com 200 2nd Ave South - #465 - St Petersburg, FL 33701 N (T)813.232.8448 (F)800.698. 1945 _ www.connellyengineering.tom n= FBC. CHAPTER I PROJECT o ('u 10A",E PEROT INTENT, A PERMrt S Ml7` SHALL O IO A TE. C NC TO L A LICENSE TO IEANYPROCEED WITH THE WORK NOT NRNNCIUY 70 CANCEL, ALTER OR IONS ASHE ANY OF THE PROVIBUILDING DATA \ \ OFF EC OR SHALL PERMIT THE BWLNIMG OF A PEIIE RORS IN PLANS. OF THE TECHNICAL CONES. ROE BNALL A CORRECTION D PLANS. OFFICIAL FROM OR R VIOLATIONS I NNHTRUCTHN ORE WORK MB OF THIS COOS. EVERY PERMIT OM E0 SHALL BECOME S OF THIS A DE. EECTIHI OF IT ISSUED MIITXW SIX "OATH UFTER THE WORK AUTNNMEHEBY SUCH PERMIT D BY SUCH FR ff THE WORK IXMONTHS AFT SUCH PERTIME T R MONTHS AFTER ITS ISSUANCE. ABANDONED SUSPENDED OR ABANOOXFO FOR A PEPoDO OF SIX MONTHS AFTER THE TIME iXE WORK IS DESIGNER CRC DRAWN DRAWN BY W COMMENCED. JJC CHECKED CRC QWE HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES SPECIFIED ON THE TITLE SHEET H o J II F W LLA cn s a m 0 FBC cU °' 0 6TH EDITION tU Lcn n (2017) a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR G AGENTS, RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS, THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I-- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. x En J W W N o Ln cn ao cn cn o C� � >- Z W cn C II-N-NN o CU L!� Q C� _ cu CL � z Ei W � N DRAWING SETS REVIEW 11.14.18 (01) • 12.04.18 (02) BID 00.00.00 PERMIT (BD REVIEW) 09.04.19 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER. 04.2019 910 0 � OpppO o���0p4 O O pn, O\ /pnvO R`ORVD, (DD N-' � 081004 w OFFICE a POWER PLAN c� 6 m E300 cn Q) C O C a 0 12 0 N O d Q) N O 00 O O C O z. t00 U C L � 1I WAREHOUSE POWER PLAN SCALE: 3/16" =11-O" 1 11 1 1 1 1 I I /' T /- A=lkl1=T LIGHTNING STEEL I CG19-014 -CONNELLY GROUP CONSULTING ENGINEER S 200 2nd Ave South - #465 - St Petersburg, FL 33701 Info@connellyengineering.com (L CD Cr) 813. 232. 8448 (F) 800. 698. 1945 WW-connellyengineering.LOAI _ CU Q) FSC.CHAPTER I PROJECT O CU \ IOSA.I PONT INTENT . A PERMIT ISSUED SHALL BE CONSTRUCTED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE. CANCEL. ALTER OR SET ASIDE ANY OF THE PROVISION5 OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DATA DESIGNER OFFICIAL FROM THEREAFTER RESUMING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF TINS CODE. EVERY PERMIT ISSUED SHALL BECOME CRC \ INVALID UNLESS THE WORK AUTHORIZED BY SUCH PERMIT IS COMMENCED WITHIN SIX MONTHS AFTER ITS ISSUANCE. OR IF THE WORK AUTHORIZED BY SUCH PERMIT IS SUSPENDED FOR A PERIOD OF SIX MONTHS AFTER THE TIME THE WORK IS DRAWN BY W OR ABANDONED COMMENCED. JJC CHECKED CRC Q p COMPLY WITH THE THAT THESE PLANSANDDMG CODES SPECIFIED REQUIREMENTS O THE APPLICABLE fN1A0HNC CODES 9PELIFIEO ON THE TITLE MEET RE UI REBY TSCERTIFYOF H � a ll% y H W W _ E' N S a 0 FBC 0 (U °' 0 6TH EDITION [U In (2017) W CONNELLY GROUP CONSULTING ENGINEERS AND THEIR p AGENTS, RESERVES THE RIGHT TO REVISE DETAILS LU SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE CO DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN I.- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. 2 N W N F— o Ln cn ao � o C' i >- c Z W Cn Z n Q_ O H_ TJ i U oCD � N = � J z O W � N DRAWING SETS REVIEW 11.14.18 (011 • 12.04.18 (091 BID 00.00,00 PERMIT (BD REVIEW) 08.04.19 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER. 04.2019 NN \ E a OF �— �`ORI®,°'00 W J a WHSE POWER PLAN c� L °° E301 cn 11 E r -I I I I 0 0 a) c 0 C (.0O -D C a N c O 0 11 s - U ( c 0) c 0 O N O N C O 00 c O T co C: U C s C- c O 0 PANEL r 1VD j' SURFACEMOUNTED 480/277 VOLT 3 PHASE a W IRE W ITH GROUND 600A M.C.B. NEMA 1 NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 5 1 PANEL B VIA TRANSFORMER 100 3 480 15216 1 480 3 100 SPACE 2 5 5 3 15216 4 5 5 5 15216 6 5 5 7 PANEL H 2M 3 480 46463 1 480 3 100 SPACE 8 5 5 9 46463 10 5 5 11 46463 12 5 5 13 PANEL A VIA TRANSFORMER 200 3 480 36339 480 3 30 SURGE PROTECTIVE DEVICE 14 5 5 15 1 365391 1 16 5 5 17 36539 1 18 5 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 CONNECTED VA SYSTEM VOLTS PHASEAMPS 982181 992181 98218 355 355 NEC DEMAND DEMAND LOAD NOTE 0 1.25 0 VA 1 0 VA 0 0 VA 0 0 VA 1 294654 VA 1.25 0 VA 0.65 0 VA TOTAL 294654 VA 355 AMPS 277/48OV, 3 PHASE 355 NOTES LOAD TYPE CONNECTED 1 LIGHTING 0 2 RECEPTACLES 0 3 AIR CONDITIONING 0 a HEATING 0 5 MISC. NON -CONTINUOUS 29465d 6 CONTINUOUS0 7 KITCHEN 0 277/48OV, 3 PHASE PANEL B SURFACEMOUNTED 120/208 VOLT 3 PHASE 4 W IRE W ITH GROUND 200AMLO NEMA 1 NOTES CKT. DESCRIPTION BREAKER A B C BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 3 1 CU-1 45 2 208 3016 1520 120 1 20 OFFICELIGHTING 2 1 3 3 3016 1 780 120 I 20 WATER COOLER 4 2 3 5 CU-2 45 2 208 3016 1 780 120 1 20 REFRIGERATOR 6 2 3 7 3016 r 1100 120 1 20 MICROWAVE 81 2 4 9 AHU-1 60 2 208 5512 1 000 120 1 20 BREAKROOM COUNTER RECEPT. 10 2 4 111 5512 1000 120 1 20 BREAKROOM COUNTERRECFPT. 12 2 4 13 AHU-2 60 2 208 5512 1 800 120 1 20 DISHWASHER 14 2 4 15 5512 1 1000 120 1 20 BREAKROOM COUNTERREC[PT. 16 2 5 17 WATERHEATER 30 2 208 2250 360 120 1 20 BREAKROOMRECEPT. 18 2 5 19 2250 1000 120 1 20 VENDINGMACHINE 20 2 1 21 BUILDINGSIGN 20 1 120 1200 1 1000 120 1 20 VENDINGMACHINE 22 2 2 231 OFFICERBCEPT. 20 1 120 1620 1000 120 1 20 VENDINGMACHINE 24 2 2 25 OFFICE RECEPT. 20 1 120 720 720 120 1 20 OFFICE RECEPT. 26 2 2 27 OFFICERBCEPT. 20 1 120 720 1080 120 1 20 RECPPTION/LOBBYRECEPT. 28 2 2 29 RESTROOM RECEPT. 20 1 120 540 500 120 1 20 PRINTER RECEPTION 30 2 31 1620 120 1 20 CONFJOFFKT; RECEPT. 32 2 33 1 1440 120 1 1 20 COPIER 34 2 35 1440 120 1 20 PLOTTER 1 361 2 37 500 120 1 20 PRINTER. 38 2 391 1 500 120 1 20 PRINTER 40 2 411 1 1 1 180 120 1 20 PRINT ROOM RECEPT. 42 2 CONNECTED VA SYSTEM VOLTS PHASEAMPS 21774 227601 190 NEC DEMAND 1.25 1 0 1 1 1.25 0.65 TOTAL 18198 152 DEMAND LOAD 3400 VA 15700 VA 0 VA 22W8 VA 4500 VA 0 VA 0 VA 45648 VA 127 AMPS NOTES( ) BREAKERS FOR MULTI WIREBRANCH CIRCUITS TO SUPPLIED WITH TIE HANDLES BE 120MSV, 3 PHASE 181 NOTES LOAD TYPE IS LARGER CONNECTED 1 LIGHTING 2720 2 RECEPTACLES 21400 3 AIR CONDITIONING 12064 4 HEATING 22048 5 MISC. NON -CONTINUOUS 4500 6 CONTINUOUS 0 7 KITCHEN 0 120/208V, 3 PHASE 1 ELECTRICAL DETAILS PLAN SCALE NONE ARC FLASH NOTE THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL SIGNAGE/LABELS FOR ARC FLASH/SHOCK HAZARD FOR ALL SERVICE EQUIP"IENT AS PER N.E.C. ART. 110.24 AND NFPA 70E. SIGNAGE/LABELS MUST SUITABLE TO WITHSTAND THE ENVIRONMENT AND SHALL INCLUDE THE NAXIMUN AVAILABLE FAULT CURRENT, LEVEL OF PPE REQUIRED, APPROACH BOUNDARIES AND DATE OF CALCULATION. PROPOSED POLUER CO. y - M • J• MW • • r • �� IIIIIIIIIIIIIIIIIIIB r-,=l• « r • • o ©© _—_ MM_®©m y • r E MMMMMMMMME a� • 9• 9 • ��� • O • 00 :. S .• : • 170 r • o ' 1 :1 • - • •• y • y • © r E 0 IIIIIIIIIIIIIII:1 � LEGEND Dw DW-100 DUAL TECH. WALL SWITCH LMCT-100 WIRELESS OC CONFIGURATION KI + LMDC-100 DUAL TECH. OC CEILING MT. o LMDM-101 DIMMING WALL SWITCH �► LMDX-100 DUAL TECH. OC CORNER MT. aoo LMLS-400 PHOTOSENSOR FOR DAYLIGHT HARVESTING soo LMLS-500 PHOTOSENSOR FOR DAYLIGHT HARVESTING �i LMRC-101 DIGITAL ROOM CONTROLLER LMRC-211 DIGITAL ROOM CONTROLLER o LMSW-101 DIGITAL WALL SWITCH 11 LMSW-105 5 BUTTON WALL SWITCH LMZC LMZC-301 LIGHTING ZONE CONTROLLER GENERAL NOTES: (from products in current sheet) a.)Device placement must be field verged for compliance with all product guidelines located in the installation instructions. b.)Review data sheets and installation instructions for product specifics and limitations. c.)See contract documents for engineer's notes to ensure compliance. d.)Sensors shall be mounted no closer than 6' to an air supply or return diffuser. e. )CAT5E cables must be either factory terminated or fully tested as well as field verged prior to startup. 2 -3 1/2 "C. 4-*350KCMIL THLUN CU. TRANSFORMER. G.T. CABINET PROVIDE LETTER WITH C.T. PER POWER THE ACTUAL FAULT CURRENT COMPANY REQ. PROVIDED, BEFORE ORDERING O SU)ITCHGEAR. METER 2-3 1/2 "C. 4-*350KCMIL THUJN CU. *2/0 CU, GRID. LUATE PANEL MDP PANEL A SURFACEMOUNTED 120/208 VOLT 3 PHASE 4 W IRE W ITH GROUND 400A M.C.B. NEMA 1 NOTES CKT. DESCRIPTION BREAKER C BREAKERB BREAKER DESCRIPTION CKT. NOTES NO. TRIP POLE VOLT VOLT POLE TRIP NO. 5 1 IRONWORKER 30 2 208 2392 1 360 120 1 20 FABTABLEQUAD 2 2 5 3 2392 360 120 1 20 FABTABLEQUAD 4 2 5 5 252 WELDERS 60 2 208 4992 1 360 120 1 20 FAB TABLE UAD 6 2 5 7 4W2 1 120 1 20 FAB TABLE QUAD 8 2 5 9 252 WELDERS 60 2 208 4992 1 720 120 1 20 WAREHOUSE QUAD RECEPT, 10 2 11 4992 720 120 1 20 WAREHOUSE QUAD RECEPT. 12 2 13 252 WELDERS 60 2 208 4992 720 120 1 20 WAREHOUSE QUAD RECEPT. 14 2 P55 15 4992 720 120 1 20 WAREHOUSE QUAD RECEPT. 16 2 17 252 WELDERS 60 2 208 4992 720 120 1 20 WAREHOUSE QUAD RECEPT. 18 2 19 1 1 4992 360 120 1 20 WAREHOUSE QUAD RECEPT. 20 2 5 1 21 FAB TABLE W ELDER 60 2 208 5512 720 120 1 2D WAREHOUSE QUAD RECEPT. 22 2 23 5512 1040 208 2 20 COLD SAW 24 5 25 FAB TABLE W ELDER 60 2 208 5512 1040 26 5 r55 27 5512 1200 208 2 20 HYDMECHSAW 28 5 29 FABTABLEWELDER 60 2 208 5512 1200 30 5 31 5512 3120 208 2 60 LIFT STATION 32 5 5 1 33 FAB TABLE W ELDER 60 1 2 208 5512 3120 34 5 5 35 5512 36 5 37 BENDER 20 3 208 1440 1 38 5 39 1440 40 5 41 1440 42 43 44 45 46 47 48 491 50 51 52 53 54 55 56 57 58 591 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 831 84 CONNECTED VA SYSTEM VOLTS PHASEAMPS 35432 37192 36992 NOTES ( ) 308 BREAKERS FOR MULTI WIRE BRANCH CIRCUITS TO BE DEMAND LOAD SUPPLIED WITH TIEHANDLES 0 VA 5760 VA 0 VA 0 VA 103856 VA 0 VA 0 VA 109616 VA I 304 AMPS 120/208V, 3 PHASE 295 310 NOTES LOADTYPE CONNECTED NEC DEMAND 1 LIGHTING 0 1.25 2 RECEPTACLES 5760 1 3 AIR CONDITIONING 0 0 4 HEATING 0 103856 0 5 MISC. NON -CONTINUOUS 1 6 CONTINUOUS 0 1.25 1 0.65 7 KITCHEN 0 TOTAL 120/208V, 3 PHASE I 0�0 101 ®�CX=0 0 X 0 1. Don't leave any cable 2. Don't loop a cable back 3. Don't make a complete end unplugged. into the same device. circuit with the LMRJ. Without splitters, you should Don't loop to same device or within have 1 less CAT5E cable the room / local network. than the number of devices. CAT5E only within a room, not between them. 3 1/2 "C. 4-*500KCMIL THUJN CU, 1-*3 THLUN CU. PANEL A 2 1/211C. 4-*3/0 THUJN CU. I-*6 THUN CU. 150KVA XFMR 480/208/120V 3 PHASE SURGE PROTECTIVE DEVICE _ BLDG. STEEL *4 CU. GRD. TO BLDG. STEEL 45° LMLS-500 Light Fixture Mount photosensor close to window to see only daylight contribution. Sensor must not view electrical light output PANE L H 60° Light LMLS-500 Mount photosensor on south wall of light well with lens facing north LMLS-500 Photocell Proper Mounting Window LMLS-400 Light Fixture / 100* Typical Daylit Zone, about 12' (3.6m) Mount photosensor to read both daylight and electric light. LMLS-400 Photocell Proper Mounting LIGHTING CONTROL NOTE: THE LIGHTING CONTROL 5Y5TEM SHALL BE MANF. BY WATT5TOPPER OR EQUAL. - CONTRACTOR SHALL COORDINATE WITH THE LIGHTING CONTROL SUPPLIER BEFORE BID DATE, AND SHALL INCLUDE IN THEIR BID ALL LOW VOLTAGE WIRING AND PART5 FOR A COMPLETE ENERGY CODE COMPLIANT SYSTEM. 1PIT T/C 3 1/2 4-*500KCMIL THUJN CU. 1-*3 THUJN CU. FOOTIN 6'_0" RODS MI IN, I GROUND PER ART. 250 OF THE N.E.C. 6E VICE R16EIR DIAGRAM 211/45OV 3 FHA5E 4 WIRE 1 1/2 "C. 4-*2 THLUN CU. 6 "X6"X7' 1-*6 THUJN CU. CONCRETE POST 60 AMP 1=USED 100 AMP PANEL B 60 AMP FUSEDe I PHASE 100 AMP IPIT L.A. —77 3 PHASE T/G 75KVA XFMR 4(50/208/120 2 I/2 "G. 3 PHASE 4-*3/0 THUJN CU, I-*(o THUN CU. *4 CU. GRD. V1 — TO BLDG. STEEL 1/2 "C. LA F 3-*3 THUJN CU. I-*8 THWN CU. FOR LIFT STATION LIGHTNING STEEL CG19-014 -CONNGROUP CON 8 U L TINO O 0 ENGINEERS S a_ 200 2nd Ave South - *465 - St Petersburg, FL 33701 Info0connellye ngIneerIng.com O CT) 813. 232. 8448 (F)800. 698. 1945 N IN.-connaIIyang1naarIng...RN CU O FBC.CHAPTERI PROJECT O 105A.1 PERMIT INTENT . A PERMIT ISSUED SHALL BE CONSTRUCTED TO BE A LICENSE TO PREED WITH THE WORK DATA DESIGNER CRC CU \ AND NOT AS AUTHORITY TO MATE, CANCEL. ALTER ON AWE ANY OF THE PROVISKIR OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BOLDING OFFICIAL FROM THEREAFTER REWKKIE A CORRECTION OF ERRORS M PLANS. CONSTRUCTION OR VIOLATOM OF THIS COOS. EVERY PERMIT ISSUE. SHALL BECOME \ Q] INVALID UNLESS THE WORK AUTHORIZED BY SUCH PERMIT 41 COMMENCED WITHIN SO MONTHS AFTER ITS ISSUANCE. OR IF THE WORK AUTHORIZED BY SUCH PERMIT L9 SUSPENDED OR ABANDONED FOR A PERIOD OF SIX MONTHS AFTER THE TIME THE WORK IS COMMENCE. DRAWN 8Y JJC W Q REQUIREMENTS OWE EBY F Y THAT THESE _S THE APPLICABLE BUILDING CODES SPECIFIED AND ON THE MPLY VTITLE SHEET CHECKED CRC C3 11-- C3 a- 1r W W S Al cn S � 4. DO FVRC C1J CU 0 6TH EDITION CU (2017) a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR C3 AGENTS, RESERVES THE RIGHT TO REVISE DETAILS Lu SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN �- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. 2 U) CU C3 Lo cn Cn C) Cn O U. � z WU) El� cn Q O H Z U J U � a O Co C.7 � cu = Illy � 3 z O W 'C1" IV DRAWING SETS REVIEW 11.14.18 101) - 12.04.18 (02) BID 00.00.00 PERMIT (80 REVIEW) 09.04.19 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER, 04.2019 4 N ®'0�[E o'A moo ON 005 C:)� e SATE OF / . o H ���� A. 01210P'�0 -N ������Oa 2 LU ^ Ili J Q ELECTRICAL DETAILS PLAN °° E400 to I I !!-♦ nl! If, II?WrrnIEyI11110• 1111 I _I_ I_ 4 0 0 a� 0 O c� 0 0) 0 N 0 O 1, O N 0 4- a) c 0 t U 0 0 a) c 0 it U C 0 o L a� 0 ME z 0 0 �00 U c s s � c 0 0 1. GENERAL A. PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT REQUIRED FOR A COMPLETE SYSTEM AS OUTLINED IN THE CONTRACT DRAWINGS AND THESE SPECIFICATIONS. B. NOTE THAT DRAWINGS ARE DIAGRAMMATIC ONLY AND INTENDED TO SHOW THE GENERAL ARRANGEMENT OF SYSTEMS, NOT EVERY MINUTE DETAIL. C. DO NOT SCALE PLANS. D. PROVIDE ALL NECESSARY FITTINGS, BOXES, TRANSITIONS, CONNECTORS, ETC. WHETHER SHOWN OR NOT ON PLANS. E. ALL WORK IS NEW UNLESS OTHERWISE NOTED. R THESE PLANS REPRESENT THE DESIGN INTENT BASED ON INFORMATION AVAILABLE AT THE TIME OF DESIGN. ANY SUBSTANTIAL MODIFICATIONS OR ALTERATIONS MADE DURING THE CONSTRUCTION PHASE SHALL BE REPORTED TO THE ENGINEER PRIOR TO WORK. MODIFICATIONS MADE WITHOUT THE ENGINEER'S WRITTEN APPROVAL SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. G. IN CASE OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, SPECIFICATIONS, FIELD CONDITIONS, CODES, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REFER ALL SUCH MATTERS TO THE ENGINEER IN WRITING IMMEDIATELY FOR RESOLUTION PRIOR TO EXECUTING ANY WORK. ANY WORK PERFORMED WITHOUT THE WRITTEN AUTHORIZATION OF THE ENGINEER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. H. ALL WORK SHALL CONFORM TO THE FOLLOWING CODES CAS APPLICABLE) AS WELL AS ALL LOCAL REGULATIONS, ORDINANCES, AND AMENDMENTS 2011 FLORIDA BUILDING CODE �TI4 EDITION 2014 NFPA-70 NATIONAL ELECTRICAL CODE 2017 FLORIDA BUILDING CODE FIRE CODE 2, SCOPE OF WORK PROVIDE NEW ELECTRICAL DEVICES AND CONNECT TO EXISTING SYSTEM. PROVIDE NEW LIGHTING, RECEPTACLES, SWITCHES, ETC. AND CONNECT AS SHOWN ON PLANS, 3. ITEMS FURNISHED BY CONTRACTOR IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL MATERIALS, EQUIPMENT, AND ACCESSORIES NECESSARY TO MAKE A COMPLETE INSTALLATION. ALL EQUIPMENT SHALL BE STORED IN A SAFE, DRY PLACE IN THE MANUFACTURER'S ORIGINAL PACKAGING UNTIL READY FOR USE. THE OWNER SHALL NOT BE RESPONSIBLE FOR PROVIDING ANY PART OF THE PROJECT, UNLESS SPECIFICALLY NOTED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR PAYING ALL REQUIRED FEES, OBTAINING ALL PERMITS, AND ARRANGING FOR ALL INSPECTIONS, INCLUDING COORDINATION WITH AND SATISFYING ALL REQUIREMENTS OF THE ELECTRICAL UTILITY GOMP,4NY(IE5) AS MAY BE REQUIRED TO EXECUTE THIS SCOPE OF WORK. 4. WORK IN EXISTING BUILDINGS A. DO NOT USE POWDER DRIVEN FASTENERS OF ANY TYPE. B. ALL ITEMS REMOVED AND NOT RE -USED SHALL BE TURNED OVER TO THE OWNER. CONTRACTOR SHALL REMOVE ANY UNSATISFACTORY ITEMS FROM THE PROJECT SITE. C. SOME EXISTING ITEMS TO REMAIN WITHOUT WORK ARE SHOWN FOR CLARITY OR REFERENCE ONLY. NOTE THAT ADDITIONAL ITEMS WITHOUT WORK MAY ALSO BE PRESENT. D. DRAWINGS OF EXISTING SYSTEMS ARE BASED ON EXISTING DOCUMENTS AND FIELD CONDITIONS, SOME OF WHICH MAY BE UNVERIFIED. PRIOR TO SUBMITTING A BID, GONTRACTOR SHALL STUDY THE PLANS AND VISIT THE PROJECT SITE IN ORDER TO BECOME FAMILIAR WITH EXISTING CONDITIONS. ANY DISCREPANCIES IN THE GONTRACT DOCUMENTS WHICH COULD SIGNIFICANTLY IMPACT THE PROJECT BUDGET OR SGHEDULE MUST BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. FAILURE TO DO SO WILL NOT BE SUFFIGIENT CAUSE FOR DELAYS OR CHANGES LATER IN THE PROJECT. CHANGE ORDERS RESULTING FROM FAILURE TO PROPERLY INVESTIGATE EXISTING FIELD CONDITIONS WILL NOT BE ACCEPTED. ALL WORK 15 NEW UNLESS OTHERWISE NOTED. E. MODIFICATIONS TO EXISTING SYSTEMS NECESSARY TO CONNECT TO NEW WORK SHALL BE CONSIDERED TO BE PART OF THE BASIC WORK OF THIS CONTRACT. F. COORDINATE ALL WORK SCHEDULES WITH THE OWNER TO MINIMIZE DISRUPTIONS TO EXISTING SYSTEMS OUTSIDE THIS SCOPE OF WORK. 5, COORDINATION ALL WORK ON THIS PROJECT SHALL BE COORDINATED WITH THE OWNER AND ALL OTHER TRADES PRIOR TO BEGINNING AY WORK OR ORDERING ANY MATERIALS. CONTRACTOR SHALL REVIEW PLANS OF ALL DISCIPLINES INVOLVED AND ADVISE THE ARCHITECT IN WRITING OF ANY GONFLICTS, CODE OR SAFETY ISSUES THAT MAY EXIST PRIOR TO ANY FABRICATION OR ORDERING OF EQUIPMENT. RESOLUTION OF SUCH CONFLICTS WHICH ARE NOT REPORTED PRIOR TO CONSTRUCTION SHALL REMAIN THE RESPONSIBILITY OF THE CONTRACTOR AND CHANGE ORDER PROPOSALS FOR SUCH WORK WILL NOT BE ACCEPTED. PROVIDE ROUTING AND OFFSETS NECESSARY TO AVOID GONFLICTS WITH STRUCTURE, FINISHES, AND WORK OF OTHERS CONTRACTOR SHALL PROVIDE ALL CORE PENETRATIONS AND PATCHING FOR FLOOR PENETRATIONS. (o. DEVICE LOG,4TIONS A. INSTALL ALL DEVICES IN ACCESSIBLE LOCATIONS, EXCEPT AS SPECIFIGALLY NOTED OR PROHIBITED BY NEC. B. PROVIDE MIN, 113x18 INCH PAINTED ALUMINUM ACCESS DOORS WITH FULL HINGE AND KEY, FOR ACCESS TO ALL ELECTRICAL DEVICES, PULL BOXES, JUNCTION BOXES, AND ACCESSORIES IN PLASTER, DRYWALL, OR INACCESSIBLE CEILINGS, OR IN WALLS. GROUP DEVICES AT A SINGLE LOCATION, AS AVAILABLE. C. ACCESS DOORS IN RATED WALLS OR CEILINGS SHALL HAVE A RATING AT LEAST EQUAL TO THE RATING OF THE WALL OR CEILING. D. ALL DEVICES, RACEWAYS, ETC. WHICH ARE EXPOSED SHALL BE PAINTED TO MATCH THE ADJACENT SURFACE OR AS DIRECTED BY THE ARCHITECT. E. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED A MINIMUM OF 1'-0" ABOVE THE BASE FLOOD ELEVATION. 7. EQUIPMENT GENERAL ALL EQUIPMENT OF EACH TYPE SHALL BE BY ONE MANUFACTURER AND SHALL HAVE CHARACTERISTIGS AS LISTED IN THE EQUIPMENT SGHEDULES. ALL EQUIPMENT SHALL BE UL LISTED, NO EXCEPTIONS 1 SUBSTITUTIONS ARE ACCEPTABLE PROVIDED THAT THE SUBSTITUTED EQUIPMENT HAS EQUIVALENT CHARACTERISTIGS AS THAT SCHEDULED AND IS PROVIDED BY AN ACCEPTABLE MANUFACTURER AS LISTED FOR THAT EQUIPMENT TYPE. CONTRACTOR SHALL SUBMIT PRODUCT DATA FOR ALL EQUIPMENT TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING. SUBMITTALS SHALL INCLUDE DIMENSIONS, WEIGHT, VOLTAGE, AMPERAGE, HORSEPOWER, POWER FACTOR, INTERRUPTING CAPACITY, ETC. 8. GONDUCTORS A. PROVIDE ONLY DUAL RATED THWN-2/THHN-2 COPPER GONDUCTORS. MINIMUM SIZE IS NUMBER 12 AWG. B. CONDUCTORS SHALL HAVE COLORED INSULATION FOR IDENTIFICATION PURPOSES AS FOLLOWS: 240/2015/120V 480/277V PHASE A BLAGK PHASE A BROWN PHASE B RED PHASE B ORANGE PHASE C BLUE PHASE C YELLOW NEUTRAL WHITE NEUTRAL GRAY GROUND GREEN GROUND GREEN C. GROUNDED GONDUCTORS WHICH CARRY OVER 250V TO GROUND SHALL BE TAGGED WITH VOLTAGE AT EACH TERMINATION POINT. D. DO NOT INSTALL MORE THAN THREE CURRENT CARRYING CONDUCTORS IN SINGLE RACEWAY (NOT INCLUDING NEUTRAL) WHICH WILL REQUIRE NEC TABLE 310-1io NOTE 0 DERATING. E. PHASE AND GROUNDING CONDUCTOR SIZES SHALL BE INCREASED AS NECESSARY TO ACGOUNT FOR VOLTAGE DROP. 9. RACEWAYS A. INSTALL ALL WIRING ABOVE GROUND IN METALLIC CONDUIT (EMT INDOORS, RGS OUTDOORS OR IN EXPOSED LOG,4TION5). B. ALL EXPOSED RACEWAYS SHALL BE RUN PARALLEL TO WALLS OR CEILINGS AND SHALL BE PAINTED TO MATCH ADJACENT SURFACES OR AS DIRECTED BY THE OWNER, C. WHERE MULTIPLE RACEWAYS ARE RUN EXPOSED, RUN ALL RACEWAYS SQUARE AND PARALLEL IN A NEAT AND ORDERLY MANNER. D. MAKE FINAL GONNECTIONS (NOT MORE THAN (o'-O" LONG) TO ALL EQUIPMENT WITH FLEXIBLE METALLIC CONDUIT (DRY LOCATIONS) OR LIQUID TIGHT FLEXIBLE METALLIC CONDUIT (DAMP OR WET LOCATIONS). E. INSTALL ALL WIRING BELOW GROUND IN RIGID NON-METALLIG GONDUIT (SGHEDULE 40 PVC). ALL EXTERIOR NONMETALLIC CONDUITS SHALL BE UV RESISTANT. ALL CONDUITS RUN BELOW GROUND SHALL BE INSTALLED ACCORDING TO NEC300-5. F. TYPE MC CABLE MAY BE USED AS AN ALTERNATIVE TO CONDUCTORS IN METAL RACEWAY IN DRY INDOOR LOCATIONS, PROVIDED IT IS INSTALLED PER NEC AND APPROVED BY THE AUTHORITY HAVING JURISDICTION. G. METALLIC CONDUITS SHALL NOT BE USED AS GROUNDING CONDUCTORS. PROVIDE A SEPARATE GROUNDING CONDUCTOR IN ALL METALLIC CONDUITS, BONDED AT BOTH ENDS PER NEC. 1 ELECTRICAL SPECIFICATIONS SCALE NONE 10. GROUND ING A. ALL ELEGTRICAL SYSTEMS SHALL BE PROPERLY GROUNDED PER NEC 250. B. EXPOSED GROUNDING ELECTRODE GONDUCTORS SHALL BE PROTECTED BY RIGID NONMETALLIC CONDUITS, MIN SIZE = 4" C. PROVIDE GROUNDING ELECTRODE GONDUCTORS TO DRIVEN GROUND RODS AT THE BASE OF ALL LIGHT POLES, REMOTE BUILDINGS, OR REMOTE EQUIPMENT. D. ALL METAL ITEMS OF THE ELECTRICAL SYSTEM INCLUDING RACEWAYS, BOXES, FIXTURES, ETC. SHALL BE BONDED AND PROPERLY GROUNDED. 11. SWITCHBOARDS AND PANEL BOARDS A. PROVIDE 5WITCHB0ARD5 AND PANEL BOARDS, SIZE AND ARRANGEMENT AS INDICATED ON PLANS AND SCHEDULES. B. MOUNT PANEL BOARDS NOT MORE THAN 40" A.F.F. TO CENTER. C. ENCLOSURES SHALL BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE INSTALLED (NEMA I INDOORS, NEMA 3R OUTDOORS, ETC;.)D. PROVIDE A TYPEWRITTEN PANEL SCHEDULE IDENTIFYING THE FUNCTION OF ALL CIRCUIT BREAKERS IN A CLEAR PLASTIC SLEEVE PERMANENTLY ATTACHED TO THE PANEL BOARD COVER. E. ALL SWITCHBOARDS AND PANEL BOARDS SHALL HAVE A THERMOPLASTIC IDENTIFYING NAMEPLATE PERMANENTLY AFFIXED TO THE FRONT OR COVER. F. PROVIDE ONE 1" EMPTY GONDUIT FROM PANEL TO (" ABOVE CEILING FOR EVERY (3) SPARES OR SPACES. G. PANEL BOARDS AND SWITCHBOARDS BY: SQUARE D, CUTLER HAMMER, OR GE. 12. CIRGUIT BREAKERS A. ALL CIRCUIT BREAKERS SHALL BE BY A SINGLE MANUFACTURER, WITH SAME STYLE AND WITHSTAND RATING TO MATCH THE PANEL IN WHICH THEY ARE INSTALLED. B. PROVIDE MULTIPLE POLE CIRGUIT BREAKERS FOR MULTIPLE POLE CIRCUITS. HANDLE TIES ARE NOT PERMITTED. C. PROVIDE HACK TYPE CIRCUIT BREAKERS FOR ALL HVAC EQUIPMENT AND WATER HEATERS. D. PROVIDE GROUND FAULT CIRGUIT INTERRUPTER BREAKERS FOR ALL OUTDOOR, BATHROOM, AND KITCHEN BRANCH CIRCUITS WHICH DO NOT UTILIZE GFCI RECEPTACLES, OR AS OTHERWISE REQUIRED BY THE AUTHORITY HAVING JURISDICTION, E. NOT USED. F. NOT USED, G. PROVIDE INVERSE TIME CIRCUIT BREAKERS FOR MOTORS UNLESS SPECIFIED OTHERWISE, H. CIRCUIT BREAKERS SHALL BE PROVIDED WITH INDICATING ON/OFF HANDLES. J. GIRGUIT BREAKERS FOR FIRE ALARMS SHALL BE LOCKABLE. K. CIRCUIT BREAKERS BY: SQUARE D, CUTLER HAMMER, OR GE. 13. DEVICES A. PROVIDE GALVANIZED STEEL BOXES FOR ALL DEVICES IN EXPOSED LOCATIONS OR REGESSED INTO RATED WALLS. B. PROVIDE THERMOPLASTIC OR GALVANIZED STEEL BOXES FOR ALL DEVICES TO BE RECESSED INTO NON -RATED WALLS. C. FINISH OF ALL DEVICES AND COVER PLATES SHALL BE AS DIRECTED BY THE OWNER IN WRITING PRIOR TO ORDERING. D. ALL RECEPTACLES SHALL BE OF THE GROUNDING TYPE. E. ALL REGEPTACLES SHALL BE 20 AMP, 120 VOLT RATED, GOMMERCIAL GRADE. F. PROVIDE DISCONNECT SWITGHES (WITH OR WITHOUT FUSES AS SPECIFIED) IN ENCLOSURES SUITABLE FOR THE ENVIRONMENT IN WHICH THEY ARE INSTALLED (NEMA 1 INDOORS, NEMA 3R OUTDOORS s AT WATER HEATER, ETC.) G. ALL SWITCHES AND RECEPTAGLES BY LEVITON, GE, OR EQUIVALENT. H. PROVIDE GFCI RECEPTAGLES IN ALL KITGHENS, BATHROOMS, GARAGES, OUTSIDE, OR WHEREVER ELSE SHOWN ON DRAWINGS. LABEL ALL DEVICES DOWNSTREAM OF GFCI DEVICE AS "GFCI PROTECTED". PROVIDE AT LEAST ONE DUPLEX GFCI PROTECTED RECEPTACLE IN A WEATHERPROOF ENCLOSURE WITHIN TWENTY FIVE (25) FEET OF ALL ROOF OR GRADE MOUNTED EXTERIOR HVAC EQUIPMENT. J. FOR GFCI REGEPTACLES NOT ON A DEDICATED BRANCH CIRCUIT (SUCH AS OUTDOOR RECEPTACLES CONNECTED TO THE NEAREST INTERIOR CIRGUIT), MAKE EVERY ATTEMPT TO LOCATE THE GFCI RECEPTACLE AT THE END OF THE CIRCUIT RUN SO AS TO MINIMIZE THE POSSIBILITY OF CAUSING NUISANCE POWER LOSS TO OTHER DEVICES WHEN THE GFCI DEVICE TRIPS. 14, LIGHTING A. ALL LIGHT FIXTURES SHALL BE THOSE DESCRIBED IN THE LIGHTING FIXTURE SGHEDULE OR THEIR EQUIVALENT AS APPROVED BY THE ENGINEER PRIOR TO ORDERING. IF ALTERNATE FIXTURES ARE USED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE THEIR INSTALLATION DETAILS WITH ALL OTHER TRADES WITH REGARD TO SPACE REQUIRED, WIRING, POWER CONSUMPTION, ETC- B. LIGHTING BRANCH CIRCUITS SHALL NOT BE LOADED TO MORE THAN 50% OF THE CIRCUIT BREAKER AMPACIT`I'. C. ALL LIGHT FIXTURES INSTALLED IN DAMP, WET, OR HAZARDOUS (CLASSIFIED) LOCATIONS SHALL BE LISTED FOR SUCH USE. D. INGANDESGENT LAMPS SHALL NOT BE USED EXCEPT FOR DIMMING PURPOSES OR AS OTHERWISE STATED ON PLANS OR PERMITTED BY THE AUTHORITY HAVING JURISDICTION. E. ALL FLUORESCENT OR HID LIGHT FIXTURES SHALL BE FUSED WITH ELECTRONIC BALLAST AS REQUIRED TO MEET THE SWITCHING REQUIREMENTS DESCRIBED ELSEWHERE IN THESE DOCUMENTS OR THE AUTHORITY HAVING JURISDICTION. PROVIDE MULTIPLE BALLASTS WHERE REQUIRED TO PROVIDE MULTIPLE LIGHTING LEVELS TO COMPLY WITH APPLICABLE ENERGY CODES. F. INTERIOR LIGHTING IN ALL BUILDINGS LARGER THAN 5,000 SQUARE FEET SHALL BE PROVIDED WITH AUTOMATIC CONTROLS. CONTROLS SHALL CONSIST OF A CENTRAL TIME -OF -DAY SCHEDULING CONTROLLER OR OCCUPANG'�' SENSORS LOCATED IN EACH SPACE. OCCUPANCY SENSORS SHALL BE LOCATED SO THE OCCUPANT CAN SEE THE CONTROLLED LIGHTING AND SHALL BE CAPABLE OF A 4 HOUR OVERRIDE. LIGHTING CONTROL ZONES SHALL NOT EXCEED 2,500 SQUARE FEET. G. PROVIDE TIME CLOCKS OR NORTH FACING PHOTOCELLS TO CONTROL ALL EXTERIOR LIGHTING CIRCUITS AUTOMATICALLY. PROVIDE LIGHTING CONTACTORS AS REQUIRED. H. ALL EXIT SIGNS AND EMERGENCY EGRESS LIGHTING SHALL NOT BE SWITCHED AND SHALL HAVE BATTERY BACKUP OR BE GONNECTED TO THE EMERGENCY POWER SYSTEM. 15. WARRANTIES AND MAINTENANCE A. ALL EQUIPMENT SHALL BE STARTED, TESTED, ADJUSTED, LUBRICATED, CLEANED, AND PLACED IN GOOD OPERATING CONDITION BY THE CONTRACTOR. CONTRACTOR SHALL GUARANTEE ALL EQUIPMENT, MATERIALS, AND WORKMANSHIP TO BE FREE OF DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER AND THE CONTRACTOR SHALL REPAIR ANY SUCH DEFECTS AT NO COST TO THE OWNER. ALL EQUIPMENT INCLUDED IN THE PROJECT SHALL BE COVERED BY THE MANUFACTURER'S WARRANTY FOR THE DURATION OF THAT WARRANTY. GOPIES OF ALL MANUFACTURER'S WARRANTIES AND CONTRACTOR WARRANTIES SHALL BE PROVIDED TO THE OWNER AT FINAL ACCEPTANCE. B. GONTRACTOR SHALL MEET WITH THE OWNER'S REPRESENTATIVE AND REVIEW ALL OPERATIONS AND MAINTENANCE OF ALL SYSTEMS. CONTRACTOR SHALL PROVIDE THE OWNER WITH BOUND COPIES OF ALL OPERATION AND MAINTENANCE MANUALS INCLUDING PARTS LISTS, MAINTENANCE SGHEDULES, ETC. C. THE GONTRACTOR SHALL CONTINUALLY RECORD ANY AND ALL DEVIATIONS TO THE CONTRACT DOCUMENTS MADE DURING CONSTRUCTION AND PROVIDE A COMPLETE SET OF THESE RECORD DRAWINGS TO THE OWNER WITHIN 30 DAYS OF COMPLETION OF CONSTRUCTION. IF REQUIRED BY THE AUTHORITY HAVING JURISDICTION, IT SHALL BE THE RESPONSIBILITY OF THE GONTRACTOR TO SECURE THE SERVICES OF A LICENSED PROFESSIONAL ENGINEER TO PROVIDE SIGNED AND SEALED RECORD DRAWINGS. 1(o. TESTING A. AT THE COMPLETION OF THE PROJECT, TEST ALL ELECTRICAL EQUIPMENT AND DEVICES FOR PROPER OPERATION. TEST FOR GROUNDS AND SNORTS. REPORT ALL RESULTS TO THE ARCHITECT IN WRITING. REPLACE ANY DEFECTIVE DEVICES OR EQUIPMENT. B. TEST ALL FIRE ALARMS, GENERATORS, AND OTHER LIFE SAFETY EQUIPMENT IN THE PRESENGE OF THE ENGINEER AND THE FIRE OFFICIAL TO DEMONSTRATE OPERATION. MAKE ANY MODIFICATIONS NECESSARY AS REQUIRED BY THE FIRE OFFICIAL AND REPAIR OR REPLACE ANY DEFECTIVE ITEMS AS NECESSARY. LEGEND SYMBOL DESCRIPTION MOUNTING/COMMENTS 0 FLUORESCENT LIGHT FIXTURE SEE LIGHT FIXTURE SCHEDULE o--1 FLUORESCENT STRIP FIXTURE SEE LIGHT FIXTURE SCHEDULE FLUORESCENT LAY -IN FIXTURE SEE LIGHT FIXTURE SCHEDULE FLUORESCENT LAY -IN FIXTURE SEE LIGHT FIXTURE SCHEDULE EXIT LIGHT, SINGLE OR DOUBLE FACE, ® SEE LIGHT FIXTURE SCHEDULE BATTERY BACK UP EMERGENCY LIGHT SEE LIGHT FIXTURE SCHEDULE BATTERY BACK UP INCANDESCENT, HID OR FLUORESCENT SEE LIGHT FIXTURE SCHEDULE WALL MOUNTED FIXTURE h INCANDESCENT, HID OR FLUORESCENT Y CEILING MOUNTED FIXTURE SEE LIGHT FIXTURE SCHEDULE 0 INCANDESCENT, HID OR FLUORESCENT SEE RECESSED FIXTURE LIGHT FIXTURE SCHEDULE PANELBOARD SEE PANEL SCHEDULE 120/208V, 3PH PANELBOARD SEE PANEL SCHEDULE 271/48OV, 3PH DISCONNECT SWITCH SEE PLANS FOR SIZE, TYPE AND VOLTAGE SINGLE POLE SWITCH 44" TO CENTER ABOVE FINISHED 120/271V, 20A FLOOR UNLESS OTHERWISE NOTED S3 THREE WAY SWITCH 44" TO CENTER ABOVE FINISHED 120/2-1-IV, 20A FLOOR UNLESS OTHERWISE NOTED 54 FOUR WAY SWITCH 44" TO CENTER ABOVE FINISHED 120/2-1-IV, 20A FLOOR UNLESS OTHERWISE NOTED SQL SINGLE POLE SWITCH WITH PILOT LIGHT 44" TO CENTER ABOVE FINISHED 120/271V, 20A FLOOR UNLESS OTHERWISE NOTED SM SINGLE POLE MOTOR RATED SWITCH 44" TO CENTER ABOVE FINISHED 120/277V, 204 FLOOR UNLESS OTHERWISE NOTED SD SINGLE POLE DIMMER SWITCH 4411 TO CENTER ABOVE FINISHED 12OV, 20A, VERIFY WATTAGE FLOOR UNLESS OTHERWISE NOTED O OCCUPANCY SENSOR WATTSTOPPER OR CEILING MOUNT EaUAL. DUPLEX RECEPTACLE IS" ABOVE FINISHED FLOOR 120V, 20A UNLESS OTHERWISE NOTED DOUBLE DUPLEX RECEPTACLE IS" ABOVE FINISHED FLOOR 120V, 20A UNLESS OTHERWISE NOTED GFI GROUND FAULT RECEPTACLE ABOVE COUNTER TOP 120V, 20A (WP=WEATHER PROOF) UNLESS OTHERWISE NOTED ® SPECIAL PURPOSE RECEPTACLE VERIFY MOUNTING HEIGHT AND NEMA 208V, 20A CONFIGURATION EXHAUST FAN VERIFY WITH MECHANICAL PLANS O JUNCTION BOX VERIFY REQUIREMENTS ® CONTROL RELAY SEE PLANS FOR TYPE TELEPHONE OUTLET IS" ABOVE FINISHED FLOOR 3/4" CONDUIT TO ABOVE CEILING UNLESS OTHERWISE NOTED TELEPHONE/DATA OUTLET 15" ABOVE FINISHED FLOOR 3/4" CONDUIT TO ABOVE CEILING UNLESS OTHERWISE NOTED CATV OUTLET IS" ABOVE FINISHED FLOOR 3/4" CONDUIT TO ABOVE CEILING UNLESS OTHERWISE NOTED NOTE: NOT ALL ITEMS USED. LIGHTNING STEEL I CG19-014 -1:10INNELLY GROUP CONSULTING EN6INElRS IL 200 2nd Ave South - #465 - St Petersburg, FL 33701 Info@connellyengineering.com LD N M813.232.8448 (F)800.698.1945 www.connellyengineering.coNR N m FBC. CHAPTER I 105.4.1 PERMIT INTENT . PROJECT DATA O CU ♦ A PERMIT ISSUED SHALL BE CONSTRUCTED TO BE A LICENSE TO PROCEED WITH THE WORK AN NOT AS AUTHORITY TO VIOLATE, CANCEL. ALTER OR SET ASIDE ANY OF THE PROVNIIOM OF THE TECHNICAL CODER. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DESIGNER O OFFOIAL FROM THEREAFTER REOUOWG A CORRECTION OF ERRORS IN PLANS, LOMETRUCTION OR VIOLATIONS OF THIS CODE. EVERY PERMIT ISSUED SHALL BECOME AVALIO UNLESS THE WORK AUTHpIQEO BY SUCH PER AT IS COMMENCED WITHM WK CRC DRAWN BY Cy,♦ MONTHS AFTER ITS ISSUANCE. OR IF THE WIN AUTHORREO BY SUCH PERMIT M W Q. SUSPENDED OR ABANDONED FOR A PERIOD OF SIX MONTHS AFTER THE TIME THE WORK IS COMMENCEO. PLANE AND CODES OPENS COMPLY WITH THE THAT APPLICABLE OF REOUREMFNT80FTNEAPPLICABLEBULOMIGCODEBSPELFff00NTHE TITLE SMUT RE HEREBY REQUIREMENTS JJC CHECKED p CRC I- o J IL F_ W W x s � a m FBC 0 (tJ 0 C3 6TH EDITION fU in m (2017) iu a CONNELLY GROUP CONSULTING ENGINEERS AND THEIR c AGENTS, RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE m DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN F- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD w VERIFICATION. x N W N MT La cn O cn O Z W U Cn cn H Z O a LIl7 o Lo 11.1- cu = 3 J z o w �1' N DRAWING SETS REVIEW 11.14.18 (011 - 12.04.18102) 810 00.00.00 PERMIT (80 REVIEW) 09.04.18 PROFESSIONAL SEAL DATE SEALED: SEPTEMBER. 04.2019 �ppp9�0���BppO� 000�'�� E If 2OOr O ©�� T OF /�� -� �� O��o� � ORI'D,NAL �4eoouoouaa��® W J Q ELECTRICAL SPECIFICATIONS H H ° 1 E500 tO n 0 C11,1 G N$ 15<1 SUPPLY AIR DUCT, SECTION RETURN/EXHAUST AIR DUCT, SECTION SUPPLY AIR DUCT UP SUPPLY AIR DUCT DOWN RETURN/EXHAUST AIR DUCT UP RETURN/EXHAUST AIR DUCT DOWN �-�--j MANUAL VOLUME DAMPER O WALL MOUNTED THERMOSTAT ® SUPPLY AIR DIFFUSER RETURN AIR REGISTER CCEILING EXHAUST FAN UC 1" UNDERCUT DOOR 1" ALF R/A RETURN AIR S/A SUPPLY AIR O/A OUTSIDE AIR A R DEVOC SCHEDULE MARK TYPE MATERIAL FINISH ACCESSORIES I BASIS OF DESIGN REMARKS AD-1 CEILING DIFFUSER 24"x24" ALUMINUM (2) OPPOSED BLADE METALAIRE (1 ) DAMPER MODEL 5000 AD-2 RETURN AIR ALUMINUM (2) OPPOSED BLADE METAEAIRE (1)(3) REGISTER DAMPER MODEL RH AD-3 DOOR ALUMINUM ALUMINUM FLANGE ON MET ALAIRE GRILLE BOTH SIDES MODEL DGDF (1) SEE ARCHITECTURAL DRAWINGS FOR CEILING CONSTRUCTION. PROVIDE FRAME AS REQUIRED. (2) BAKED ENAMEL. COLOR TO MATCH SURROUNDING COLOR. SEE ARCHITECTURAL DRAWINGS. (3) PROVIDE SQUARE TO ROUND TRANSITION AS REQUIRED. SPLIT SYSTEV A/C SCHEDULE AIR HANDLING UNIT DATA MARK I- AHU-1 AHU-2 COOLING CAPACITY BTUH 47,000 47,000 SENSIBLE CAPACITY BTUH 36,000 36,000 SUPPLY AIR CFM 1,500 1,550 OUTSIDE AIR CFM 300 350 ENTERING AIR TEMP. DB/WB °F/°F 80/67 80/67 EXT. STATIC PRESSURE IN. H2O 0.50 0.50 ELECTRIC HEATER NOMINAL CAPACITY KW/STAGES 10.0/1 10.0/1 MOTOR HP 3/4 3/4 ELECTRICAL V/PH/HZ 208/1 /60 20B/l /60 UNIT POWER W/HEATER MCA/MOCP 52.8/60 52.B/60 FILTER TYPE - 1" THROWAWAY 1" THROWAWAY BASIS OF DESIGN (1) CARRIER CARRIER MODEL - FX4DNF049 FX40NF049 UNIT WEIGHT - 200 LBS 200 LBS SEER - 14.5 14.5 NOTES (2)(3) (2)(3) CONDENSING UNIT DATA MARK - CU-1 CU-2 j OUTDOOR TEMPERATURE °F 95 95 WEIGHT LBS 350 350 ELECTRICAL V/PH/HZ 20B/l /60 20B/l /60 COMPRESSOR(S) LRA/RLA 117/21.8 117/21.8 MCA/HACR C.B. - 28.5/45 28.5 45 BASIS OF DESIGN (1) 1 - CARRIER CARRIER MODEL - 24APA548 ! 24APA548 NOTES - (4) (4) (1) OR APPROVED EQUAL. (2) SINGLE POINT POWER CONNECTION. (3) VERT'CAL UNIT. PROVIDE ANGLE IRON SUPPORT STAND WITH NEOPRENE PADDING BETWEEN UNIT AND SUPPORT STAND. (4) PROVIDE A MINIMUM 4" THICK CONCRATE PAD FOR UNIT TO BE SET ON. PAD SHALL EXTEND 6" BEYOND UNIT ON ALL SIDES. FAIN D ,HEDUL-C I MARK F-1/2/3 F-4 F-5 F-6/7/8 CFM 80 50 150 20,000 EXTERNAL S.P. 0.25 0.25" 0.25 0.50" DRIVE TYPE i DIRECT DIRECT DIRECT BELT MOTOR H.P. 53 WATTS 46 WATTS 46 WATTS 5.0 R.P.M. 1,100 1,680 1,680 1,725 ELECTRICAL 120/1 /60 1 120/1 /60 120/1 /60 240/3/60 BASIS OF DESIGN GREENHECK GREENHECK GREENHECK GREENHECK MODEL SP-A125 SP-050 SP-050 SBE-3H48-50 ACCESSORIES CC, DS, BD CC, DS, BD CC, DS, BD DS NOTES (1)(3) (2)(3) 0 (5) (4) (1) INTERLOCK WITH LIGHT SWITCH. (2) PROVIDE DEDICATED WALL SWITCH. (3) CEILING MOUNTED UNIT WITH VIBRATION ISOLATORS AND A UNIT MOUNTED VARIABLE SPEED CONTROLLER FOR BALANCING. (4) PROVIDE BACKDRAFT DAMPER, SHORT WALL HOUSING, FLUSH EXTERIOR AND OSHA GUARD. PROVIDE WALL MOUNTED THERMOSTAT TIED IN TO ALL 3 FANS. (5) INTERLOCK WITH AHU-1 AND AHU-2. ACCESSORIES DS - DISCONNECT SWITCH BD - BACKDRAFT DAMPER CC - CEILING GRILLE RC ROOFC.AP HVAC NOES. 1. ALL WORK SHALL BE ACCORDANCE WITH NEPA 90-A & B, ASHRAE GUIDES, "SMACNA" DUCT CONSTRUCTION STANDARDS, NEPA 101, FLORIDA STATE ENERGY CODE, 2017 FLORIDA BLINDING CODE INCLUDING ALL SUPPLEMENTS AND ALL LOCAL CODES HAVING JURISDICTION. 2. PROVIDE A P-TRAP AT CONDENSATE DRAIN LINE CONNECTION A' AHU-1 2_ DRAIN LINE SHALL BE SCHEDULE 40 PVC. SLOPE TO POINT OF DISCHARGE AT MINIMUM 1 /8" PER FOOT. INDOOR PIPING SHALL BE INSULATED WITH MINIMUM 3/16" THICK WALL "ARMAFLEX" PIPE INSULATION. 3. ALL EQUIPMENT SHALL BE U.L. LISTED .AND A.R.I. CERTIFIED. AI_L MECHANICAL EQUIPMENT REQUIRING ELECTRICAL POWER SHALL BE INSTALLED WITH DISCONNECT SWITCHES AT EACH PIECE OF EQUIPMENT. COORDINATE SWITCH REQUIREMENTS WITH THE ELECTRICAL CONTRACTOR. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ELECTRICAL REQUIREMENTS. 4, DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. 5. ALL CEILING DIFFUSERS SHALL BE 4-WAY THROW UNLESS OTHERWISE INDICATED. 6, ALL AIR SYSTEMS SHALL BE TESTED, ADJUSTED AND BALANCED. PROVIDE WRITTEN REPORT TO OWNER. 7. COOOD NATE LOCATION OF ALL AIR DEVICES WITH LIGHTING LAYOUT, REFLECTED CEILING PLAN AND ELECTRICAL CONTRACTOR. B. SUPPi_Y, RETURN AND OUTSIDE AIR DUCTWORK SHALL BE FABRICATED OF 1 1 /2" TYPE 800 FIBERGLASS EQUAL TO JOHNS-MANVILLE "SUPERDUCT". ALL JOINTS AND SEAMS IN DUCTWORK SHALL BE SEALED PER UE 181 A. DUCT SUPPORTS AND ATTACHMENT TO BUILDING STRUCTURE SHALL BE AS PER SMACNA STANDARDS. DUCTBOARD INSULATION VALUE SHALT_ BE MINIMUM R-6.0. MAXIMUM FLAME SPREAD INDEX SHALL BE 25. MAXIMUM SMOKE -DEVELOPED INDEX SHALL BE 50. 9. FLEXIBLE DUCT RUNOUTS TO AIR DEVICES SHALL BE THE SAME DIAMETER AS AIR DEVICE NECK SIZE. FLEXIBLE DUCT SHALE BE EQUAL TO ATCO WITH A MINIMUM R-VALUE OF 6. FLEXIBLE DUCTWORK SHALL BE INSTALLED AS STRAIGHT AS POSSIBLE AND SHALL BE ROUTED AND SUPPORTED WITHOUT FORMING AIR FLOW RESTRICTIONS. ALL FLEXIBLE BRANCH CONNECTIONS SHALL HAVE A MANUAL DAMPER INSTALLED AT THE MAIN TRUNK DUCT FOR BALANCING PURPOSES. 10. TOILET EXHAUST DUCTWORK SHALL BE FABRICATED OF GALVANIZED SHEET STEEL OR ALUMINUM THERMO-FIN WITH ALL SEAMS AND JOINTS SEALED AIRTIGHT. PROVIDE WALL MOUNTED MANUFACTURER'S STANDARD HEATING/COOLING THERMOSTAT, SUB -BASF AND 24 VOI T CONTROL WIRING. THERMOSTAT SHALL HAVE THE SAME NUMBER OF STAGES OF HEATING AND COOLING AS THE MECHANICAL EQUIPMENT AND INCLUDE DUAL SETPOINTS. MOUNT 5'6" ABOVE FINISHED FLOOR. INSTRUCT OWNER ON HOW TO OPERATE AND SET THE HERMOSTAT AND PROVIDE DOCUMENTATION. 12. ALL MECHANICAL EQUIPMENT, SYSTEMS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER WRITTEN ACCEPTANCE BY OWNER. HVAC COMPRESSORS SHALL HAVE AN ADDITIONAL FOUR-YEAR WARRANTY. 13. PROVIDE MINIMUM 10' CLEARANCE FROM ANY EXHAUST FAN/ROOFCAP/PLUMBING VENTS TO ANY SUPPLY/MAKE-UP AIR FAN OR EQUIPMENT OUTSIDE AIR INTAKE. COORDINATE WITH PLUMBING DRAWINGS PRIOR TO INSTALLATION. `4. EQUIPMENT, DUCT SYSTEMS AND ANY OTHER MECHANICAL ITEMS SHALL NOT BE SUPPORTED BY THE CEILING OR CEILING SUSPENSION SYSTEM. 15. MECHANICAL CONTRACTOR SHALL PROVIDE ANY AND ALL SUPPLEMENTARY STEEL REQUIRED FOR EQUIPMENT AND MATERIALS SUPPORT. 16. ANY ITEM OF EQUIPMENT REQUIRING ADJUSTMENT OR MAINTENANCE ABOVE THE CEILING SHALL BE MARKED BELOW THE ITEM AT THE T-BAR WITH A STICKER IDENTIFICATION THE SAME COLOR AS THE CEILING AND GRID. 17. REFRIGERANT COPPER LIQUID AND SUCTION LINES SHALL BE TYPE "L" SOFT DRAWN AND SIZED PER MANUFACTURER'S RECOMMENDATIONS. INSULATE SUCTION LINE WITH 3/4" THICK "ARMAFLEX" INSULATION. TAPE ALI_ JOINTS TIGHT TOGETHER. 18. ALL ROOF AND WALL PENETRATIONS SHALL BE SEALED BY THEIR RESPECTIVE TRADES. LIGHTNING STEEL CG19-014 CONNELLY GROUP _ CONSULTING ENGINEERS C200 2nd Ave South - *465 - St Petersburg, FL 33701 Info®connellyeng Ineering.com M813.232.8448 (F)800.698.1945 r www.conneIIyengIneerIng.com PIM CHAPTER I PROJECT 0 Cu � MAAPSWMTFT APERMIT AWARD Mall E iritliIWCNC TO N A L16E111E TU PROCEED OATH THE IRM ANN ACT Al AUTHORITY TO MATE, CANCEL ALTER OR SET NEE ART OF THE PROVENDER E T. OF WM PARER.MSHALL ERWIE OF A POUR PREVENT THEORO MR =MAW DATA OESIONER CRC NTHEREAFTER IONOF THE ORE. MMTEOP�a�NOAU 1100* MYAKD ULM THE WON Wllillm R RICH POUR E cmum D VAPOR ME MMMR AFTER ITS RIMWRS. OR IF THE WORK METMM R SUCH POW 4 NRPOEN OR AWIDEO FOR APONC OF RD MORTN AFTER THE TIE THE WORK ■ DRAWN BY Lug QWE NOW CERTIFY THAT TIDE PLANE AN INWICATENN COMPLY RTTH THE NMEEM M OF THE APPUCAiF RIE!•ER CM RPEfRP® DE THE TILE EMR JJC ' CHECKED C3 CRC o J IL I- W LU = U) F s a FBC c C ! 6TH EDITION m " (2017) LU Q CONNELLY GROUP CONSULTING ENGINEERS AND THEIR AGENTS, RESERVES THE RIGHT TO REVISE DETAILS LU SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN W CONCEPT, ACTUAL DETAILS SUBJECT TO FIELD VERIFICATION. W x �N i I I I I ! I � i I I I J I W Uj N qqT C3 Ln cn Q I C3 >EEA LL Z W � �i Z U Q "J E� ,J C3 Q IL c a. 3 z O W L-_ DRAWING SETS REVIEW III (CM • 12.04.19 (0E1 BK) 00.00.00 PERMIT WU REVIEW) 08.01LI3 I I PROFESSIONAL SEAL DATE SEALED: SEPTEMBER S, 2019 � ®®®e0901BapBp®® ®®®�®�o �� • c©®®®®®® ° V%CEP��'°° S� 6�i n°R. ®®pppoloaaae®® LV CHRISTOPHER R. CONNELLY, PE PE-FL83886 i CA -FL 28841 -� MECHANICAL NOTES AND �I SCHEDULES _' MOOO ■ w.1k REFRIGERANT LINES ROUTED ABOVE DOOR OPENINGS AND OVER TO AHU-2. AD-1 8% NK. 185 CFM REFRIGERANT LINES ROUTED ABOVE CEILING OVER TO AHU-2. I AD-2 8"0 NK. AD-1 j C U — 2 8'0 NK. 155 CF 175 CFM O 0 AHU1 DRYWELL '` . /; -3/-4- ------ -I----- I n� 18x1 - 17x14 H t 18x16 R/A O DN. TO AHU-1. U 1' jNo_ x 14x16 ADREFRIGERANT LINES ROUTED WALL CAVITY AND OVER TO< 180 CFM RESPECTIVE AHU. o c en OUTSIDE AIR o ><� K a WAE-CAP ° `r COPY J AD-2 8"0 NK. 180 CFP 8x10 - 1oxlol 10x10 1 DISCHARGE 3/4"0 CONDENSATE DRAIN LINE INTO SUMP PUMP. ROUTE 3/4"0 DRAIN LINE ABOVE DOOR OPENINGS AND OVER TO EXTERIOR 18x16 R/A WALL. DISCHARGE INTO DRYWELL. DN. TO AHU-2. SUMP PUMP AS MANUFACTURED BY LiTT_E GIANT WITH A CHECK VALVE. CONSULT WITH PUMP 10x8 DN. FROM O/A GOOSENECK MANUFACTURER ON PROPER PUS' SIZE. AT ROOF WITH VOLUME DAMPER. AHU 2 C.O. AD-2 AD-1 5% NK. `° `° O Q 00 3/4„0 90 CFM !3 50 CFM �t co8x14 1 RFG MCWV DiW � AD-3 AD-1 MEN: 8x6 WOM E 5% NK 0 50 CF 10x12 12x12 16x12 10x12 F 1 6" AD-2 DRYWELL 6„0 YS- 12"0 N :: 2 450 CF AD-1 -on 9 0 NK. '1 8"0 NK. ' 245 CFM -200 CFM - TO AHU-2Lq AD-2 — 3 10x8 UP 8"0 NK. TO ROOF 1-65 CFM BREAK �1 0 ROOM li AD-1 'm AD - 00 8"0 NK. 150 CFM 8x AD-1 BENCH 5"0 NK. AD-2 AD-2 AD-1 6"0 N 6"0 NK ENCH 9"0 NK. AD-1 80- OF AD 1 80 CE 6"0 NK. 245 CFM 6"0 NK. 6"0 NK. AD 3 8X 100 CFM 100 CFM 100 CFM F-5 8x6 UP VENDING VENDING VENDING TO ROO 14x14 13x r 2 11 2x" 2 7XIO x AD-1 - 8"0 NK. AD-1 - AD-1 AD-2 150 CFM 8"0 NK. 8"0 NK. 8"0 NK. 0 CFM 150 CFM 155 C: M TO AHU-1 11 x16 10x10 6x10 6x10 AD 2 AD -2 6" NK. 10'°0 NK, 55 FM 280 CFM: AD-1 6"0 NK. 75 CFM AD-2 �i 6"0 K. AD-1 - - 55 M 8"0 NK. 175 CFM 4s AD-1 AD-2 8"0 NK. AD- 300 CFM 14"0 NK. AD-2 8110 NK. 145 CFM 6"0 NK. 490 CFM FM 60 165 CFM 12 PRINT 18 X-B ACING 60 54 IQ n oor O an Office Area Mechan icc Scale: 1 /4" = 1'-0" O X-BRACING LIGHTNING STEEL TCG1 9-014 CONNELLY GROUP i CONSULTING ENGINEERS I Q 200 2nd Ave South - *465 - St Petersburg, FL 33701 Infooconnellyenglneering.eom to M813. 232. 8448 (F)BOO. 698. 1945 r et ....connellyengineering.00m r "mCwpmI Imm PROJECT DATA OOwpow N ` AParrNMI■rau■WISM 0TO■AUWdETOFROG®WNTHEtart OOF ni im■ aon ■eMWU ww i OFF PWArrr P0110 r nE raR�ir�- O FCC FRM TI■EARr1 RMor A COrECTM OF MM r NA■. DESIGNER CRC OA COMMCTM■MUTMOFTHE COOL EYERYPESO W oWALL■C E WAa MEN M WMI AIRMN>O! BY r■I P■rr r COSIDW RTTI■ Er MRSAFTOffl MMMMFnEWOR AU"MM BYSUCH MW0 KWOM a AM■rM FOR A POW OF M MMUS AFT■ TrE THE TIr WW r DRAWN BY W car■I� WE Rm■r fERrn THAT IMEFWr AM EUFUTM COWLY NIIIT■ ■ nIFTREAFr< 0=00 WEM THE TmsrEET JJC CHECKED p CRC H O J I a I_ W W rr Ni S 41 a FBCCO 6TH EDITION Cd m (2017) uI GCONNELLY GROUP CONSULTING ENGINEERS AND THEIR AGENTS, RESERVES THE RIGHT TO REVISE DETAILS SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT a IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN f- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. _ N I i I I I I I I i I I J I W j W N qq 0 Ln Cn I C3 >ME L1. IV V Cn z Z J wo aJ Z �- L) ~ J C o' Q (' Ln = Cu `` � O W DRAWING SETS REVIEW 11.14.18 101) - IP 04.10 (0E) BID 00ww PERMIT MORE" 09.06.19 i I I PROFESSIONAL SEAL DATE SEALED: SEPTEMBER S. 2019 ®®®�g4a8oBo909//® 6 Bra •° ° AV ® S f5 0 ®s DNA° L ®®�® LU CHRISTOPHER R. CONNELLY, PE C- PE-FL83888 i CA -FL 28841 —� MECHANICAL PLAN OFFICE AREA =I M100 0 0 4- a� c O (f) 0 U 0 C C C) Q) c- O N 0 12 c 0 O II U cD 1= 0 c- O 0 N O Q_ 0 0 v O 11 c- U C c- c O Q) O Re HB O N 0 O c 0 0 T O Q KEYED NOTES 10 WALL MOUNTED PRODUCTION AREA VENTILATION FAN WITH GRAVITY OPERATED LOUVERS. SEE FAN SCHEDULE ON DRAWING M-102. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND FBC REQUIREMENTS. TOP OF FAN AT 2'-0" BELOW ROOF EDGE. 7'-0" WIDE x 6'-0" WIDE WALL MOUNTED PRODUCTION AREA VENTILATION LOUVERS WITH BIRD SCREEN. GREENHECK MODEL No. EDS-635D WITH FLANGE ON THE OUTSIDE. FLORIDA APPROVAL No. FL10088.3. INSTALL PER MANUFACTURER'S INSTRUCTIONS AND FBC REQUIREMENTS. BOTTOM OF LOUVER AT 1'-0" ABOVE FLOOR. O a O 48 s ` Is 54 Floor Plan Production Area — Mechanical Scole: 1/8" = 1'-0" 0 W LIGHTNING STEEL CG19-014 CONNELLY GROUP CONee LTSNR ■NRtNNERS cu 200 2nd Ave South - #465 - St Petersburg, FL 33701 InfoOconnellyenglneering. com M 813. 232. 8448 (F) 800. 698. 1945 w—connellyengineering.com CU % C F M: WWPM 1 A/wOr NYLiAILAI&0inli ANC sellNNW nIMeNN Me MTA0A1maRID e01IMILL 1l4ALMiirlld NNW MrMY�O 0►M1diAl OROL MR R1A11 MIIARi RA0p0►lilrnMYO• PROJECT DATA DEB'HBiER c3 @FOIL Ie1MMRNiiIlRiMAQ1�ONnJOe. OMMMMtYiATMWININi.IYirNN01 9MLLi MM1OYMi0MeeR M11Ni®Or0MI1NN0IN NM1i�MRMIOR 141MAfMns srMRs iF MMOiwnxa®O/Mal®NM CRC DRAWN 9y ■IIHI®M NAMN®NOANMMOR 6 MInIRAr1i M 10R M e0i e hem JJC W RMIBI'49Rf MT11�RAM AM e10CAleM C8lRrellMM NY�d10Q MAMWii RROr rZd00e�MM1mA eMT CHECKED CRC ♦j J IL H W W A S ca l° S FBC 6TH EDITION a 03 m (2017) W CONNELLY GROUP CONSULTING ENGINEERS AND THEIR G AGENTS, RESERVES THE RIGHT TO REVISE DETAILS > SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE to DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN F- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. S cA J ui Uj N � o � O cn CD C3 V CJ U z Z QJ O H Q 04 _ LA_ cu z qt N DRAWING SETS REVEW ME (cc • IE.01.a [OR) BE 00 00 00 PEOU (00 F0W OB 0818 PROFEBOONAL BEAL GATE SEALED SEPTEMBER L BONS C'E e ° ® ®.6 _ e .... OF 0 se®s ONAL,\®�® W a CHRISTOPHER R. CONNELLY, PE PE-FL83888 i CA+L 88841 J Q MECHANICAL PLAN - WAREHOUSE c� i °° miol 0 0 a� O 11 cn 0 U 0 c 0 c- Q c� O O 0 c O N 0 0 0 0 0 u c- c: 0 0 0 N O Q) c- 0 I I U C cn 0 U �T L 0 II c- U E U) 0 CA 00 z I CONCRETE PAD MINIMUM 4" THICK. EXTEND PAD MINIMUM 6" AROUND ALL SIDES FROM UNIT EDGE. NOTES: SUPPORT FOR HVAC EQUIPMENT DESIGN CRITERIA OF 140 MPH. CU-1 2%2%3/4" RUBBER PAD (TYPICAL OF 4) 2%3.5%7.5" CONC BLOCK. (TYPICAL OF 4) 18 GA. STAINLESS STEEL STRAP MIN. 2" WIDE 1 PER SIDE, 4 PER UNIT. 1 /4" x 1-1/4" LONG TAP —CON SCREWS TYPICAL OF THREE PER STRAP TO SECURE STRAP TO CONCRETE SLAB. TEK SCREW, SELF TAPPING, #14, STAINLESS STEEL TYPICAL OF THREE PER STRAP TO SECURE STRAP TO CONDENSING UNIT. 1. REFRIGERANT LINES SHALL BE SIZED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR STATIC LIFTS AND LONG —LINE APPLICATIONS, 2• MAINTAIN SERVICE CLEARANCES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS CONDENSING UNIT MOUNTING DETAIL AND HIGH WIND TIE -DOWN NO SCALE P-TRAP DETAIL SEAL FITTING SUPPLY OR WITH 3M SEALANT. RETURN DUCT--\ DUCT FITTING W/LOCKING QUADRANT DAMPER AND 45° AIR EXTRACTOR. INSULATED ACOUSTICAL FLEXIBLE DUCT. MAXIMUM LENGTH PER LOCAL JURISDICTION ALLOWANCE. ROUND METAL DUCT FLEXIBLE DUCT ELBOWS SHALL BE (EXTERNAL INSULATION) INSTALLED TO COMPLY WITH SMACNA J!L RECOMMENDED MINIMUM RADIUS. PROVIDE SUPPORT PER FLEXIBLE CEILING DUCT MANUFACTURERS RECOMMENDATIONS. MINIMUM CEILING AIR DEVICE 1 1 /2" THICK STRAP WITH OPPOSED 4'-0" ON CENTER. BLADE DAMPER. CEILING AIR DEVICE DUCT RUNOUT DETAIL NO SCALE OUTSIDE AIR VENTILATION FLORIDA BUILDING CODE -MECHANICAL 2017, EQUATION 4-1. APPLICATION: OFFICES 5 CFM/PERSON(35 PEOPLE) + .06(3,000 SF) = 175 + 180 = 355 CFM MINIMUM TOTAL O/A REQUIRED DUCT INSULATON 1. SUPPLY AND RETURN AIR DUCTWORK - 1 1 /2" THICK FIBROUS DUCTBOARD R-6.0. 2. TOILET EXHAUST DUCTWORK - NO INSULATION. 3. FLEXIBLE DUCT - FIBERGLASS INSULATION R-6.0. 4. ALL INSULATION SHALL MEET THE CRITERIA AS PRESCRIBED IN SECTIONS 604.1 THRU 604.13 OF THE FLORIDA BUILDING CODE -MECHANICAL. FILTER (FRONT NEOPRE UNIT Al' FRAME. ISOLATC ANGLE 1 /2" THICK GRATING SET IN BELL. 3/4"0 CONDENSTATE DRAIN. GALVANIZED STEEL R/A PLENUM WITH INTERNAL INSULATION, MINIMUM 18 GAUGE. PROVIDE ANGLE BRACING AS REQUIRED. AHU1 /2 DETAIL NO SCALE SEAL WATERTIGHT ll11 ALL AROUND PIPE. i SLOPE 6" O°C DO°O°O°O.,°o DRAIN PIPE 00c DOOOOO°o( o°0 o°c �o°0°0°0( o°o 00c D°000000 000 0 0 c D 0 0 0 0 0 0 0 000 00c D0°O°O°O� O o 0 0 0 0° 0 0 0 0 PROVIDE 30" OF 1" GRADED WASHED GRAVEL, DRYWELL DETAIL NO SCALE III FINISHED GRADE 48" LONG x 24" DIA. CONCRETE PIPE. LIGHTNING STEEL CG19-014 CONNELLY CROUP CONSULTING ■NCINIIRS 200 2nd Ave South - #465 - St Petersburg, FL 33701 InfoOconnellyanglneering.com N (T) 813. 232. 8448 (F) 800. 698. 1945 IT ■...conneIIyengInaering.co. r w O rse.001=1 am rw r ArrrRR MLs�IONA�TB N UMM� PROJECT DATA N ♦ ca ♦ MOTM lal UMATLaAMALIMMETl WFWMI .MM�MO MOMLLr WANNRNNI9rMNROtr asirrisarmaNrr�rerrrmrwLrmr OESINER CRC Q3 Nr�ruurMrraAvnrs�srrA>trrsnrsrsmsmrmrAa rsnrwMmwwsaesrMrrRAmio�erraissr■ @®oAAaliaMAw A Nr®4<alNrmrMiRl M fNf MNO•t■ CRr■� DRAWNBT .IJC LU F rxearoans. MT MR Fldlr rrAr67aMAm.LreI1MM IrYiMNIMMRAJ'ILI rr�L�Mi!®OIM1mSrBr CHECKED 0 cm o J W W x U) s � FBC 0 6TH EDITION a (2017) CONNELLY GROUP CONSULTING ENGINEERS AND THEIR 0 AGENTS. RESERVES THE RIGHT TO REVISE DETAILS LU SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT .,c IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE N DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN f- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. x [A W LU N IV C3 Ln O C3 � Z LJJ Cn J n Q C3 H C3 Q Ln U_ ICU 3 z O W d' N DRAWING SETS Rraw I.Mt.II 030 - I+OCE mm SO macro pow BID f0 w) 0B 061e PROF SKMAL SEAL DATE BEALED SEPTEMER e. >A>E lIII A%%I//, o0e ®,/ .6 C3 H OF ° s ` 0RION. °'�D�\� W CHRISTOPHER R. CONNELLY. PE PE-FL63M i CA°FL 26641 Q MECHANICAL DETAILS m M200 ca 41 O O 0 c O 0 c 0 N2, 0 0 w 0 c o 0 11 0 co c O cV O 0 c 0 c :, 0 0 0 c 0 II U c 60 t 0) c 0 0) i 00 c O PLUMBING GENERAL NOTES 1. PLUMBING PIPING, FITTINGS, MATERIALS AND SYSTEMS SHALL BE INSTALLED IN ACCSSDANCE WITH THE LATEST FLORIDA BUILDING CODE/PLUMBING EDITION AND ALL APPLICABLE LOCAL CODES AND SSDINANCES. 2. TEST PLUMBING SYSTEMS AS REQUIRED BY CODE. 3. CONTRACTOR SHALL COSSDINATE ALL FIXTURE CONNECTIONS WITH FIXTURE MANUFACTURER'S DRAWINGS AND SUPPLIER . INSTALL FIXTURES AND MAKE FINAL CONNECTIONS FURNISHING SHUT OFF VALVES, ESCUTCHEONS, P-TRAPS, AND PIPING AS REQUIRED BY FIXTURE MANUFACTURER'S INSTRUCTIONS. 4. CONTRACTOR SHALL COSSDINATE WITH ALL DISCIPLINES INVOLVED IN SSDER TO AVOID ANY PIPE ROUTING PROBLEMS. 5. THE INSTALLATION OF ALL PLUMBING FIXTURES SHALL BE IN ACCSSDANCE WITH FLORIDA BUILDING CODE AND A.D.A. FOR FIXTURE AND ACCESSORIES HEIGHTS, SPACING AND CLEARANCES. INSTALL FIXTURE AND ACCESSORIES PER FIXTURE MANUFACTURER'S SPECIFICATIONS AND ROUGH -IN DRAWINGS. 6. PENETRATIONS OF FIRE -RATED ASSEMBLIES SHALL BE FIRE -SEALED WITH EQUIPMENT OR SEALANTS WHICH PROVIDE A FIRE RATING EQUAL TO OR IN EXCESS OF THE ASSEMBLY'S RATING. 7. THE MAXIMUM WATER CONSUMPTION AND QUANTITIES FOR ALL PLUMBING FIXTURES AND FIXTURE FITTINGS SHALL BE IN ACCSSDANCE WITH FBC PLUMBING TABLE 604.4. 8. ALL VALVES AND FITTINGS THAT MAY REQUIRE ACCESS FOR MAINTENANCE OR FUTURE REPLACE SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. 9. DOMESTIC WATER PIPING: CPVC PIPING FOR ALL DOMESTIC WATER CONNECTIONS WITH DRINKING WATER APPROVED PIPE JOINT CONNECTIONS TO COMPLY WITH FLORIDA BUILDING CODE AND ALL APPLICABLE CODES AND REGULATIONS. 10. DRAWING IS DIAGRAMMATIC. DO NOT SCALE FOR EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC.. REFER TO ARCHITECTURAL PLANS AND DETAILS. 11. THE CONTRACTOR SHALL COMPLETELY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. PRIOR TO COMMENCEMENT OF WORK, VERIFY MEASUREMENTS AT BUILDING SITE. NOTIFY ARCHITECT AND/OR ENGINEER OF ANY SUBSTANTIAL CHANGES REQUIRED DUE TO SUCH CONDITIONS BEFORE PROCEEDING WITH THE WORK. SUBMIT DISCREPANCIES, DIFFERENCES AND VARIATIONS TO CONTRACT DOCUMENTS FOR CONSIDERATION AND DECISION BEFORE PROCEEDING. THE CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE AND COMPATIBILITY WITH ANY INTERFACE OR CONFLICT OF EXISTING SERVICES AND INCORPORATE SUCH ACCOMMODATIONS INTO THE CONTRACT. AN ALLOWANCE SHALL BE MADE IN THE BID TO ACCOMMODATE DIFFERENCE FROM THE ACTUAL LOCATION VERSUS THE LOCATION INDICATED FROM THE LIMITED FIELD WORK AND AVAILABLE AS -BUILT DRAWINGS. PLUMBING ABBREVIATIONS ABV ABOVE HR HOUR A/C ABOVE CEILING HVAC HEATING, VENTILATION, & AIR CONDITIONING ACFM ACTUAL CUBIC FEET PER MINUTE IE INVERT ELEVATION ADA AMERICANS WITH DISABILITIES ACT ID INSIDE DIAMETER AFF ABOVE FINISHED FLOOR INV INVERT AFG ABOVE FINISHED GRADE IN. HG INCHES MERCURY ANSI AMERICAN NATIONAL STANDARD INSTITUTE IN. WC-1 INCHES WATER COLUMN AP ACCESS PANEL IVTR INDUSTRIAL VENT THROUGH ROOF ARCH ARCHITECT OR ARCHITECTURAL I/W IN WALL ASTM AMERICAN SOCIETY OF TESTING MATERIALS KW KILOWATT BFF BELOW FINISHED FLOOR LWVTR LABORATORY WASTE VENT THROUGH ROOF BFV BUTTERFLY VALVE LB POUND BHP BRAKE HORSEPOWER MAX MAXIMUM B/G BELOW GRADE MECH MECHANICAL B/F BELOW FLOOR MH MANHOLE B/S BELOW SLAB MFR MANUFACTURER BP REDUCED PRESSURE TYPE BACKFLOW MIN MINIMUM PREVENTER NC NORMALLY CLOSED BTUH BRI7ISH THERMAL UNITS PER HOUR NIC NOT IN CONTRACT BV BALL VALVE NPSH NET POSITIVE SUCTION HEAD .0 DEGREES CELSIUS NTS NOT TO SCALE CFH CUBIC FEET PER HOUR NO NORMALLY OPEN CFM CUBIC FEET PER MINUTE OD OUTSIDE DIAMETER CLG CEILING OFCI OWNER FURNISHED CONTRACTOR INSTALLED CONC CONCRETE PSIG POUNDS PER SQUARE INCH GAUGE CONN CONNECT OR CONNECTION PLBG PLUMBING CONT CONTINUATION POC POINT OF CONNECTION CONTR CONTRACTOR PRV PRESSURE REDUCING VALVE DEG DEGREE PVC POLYVINYL CHLORIDE DFU DRAINAGE FIXTURE UNITS P&TV PRESSURE AND TEMPERTURE RELIEF VALVE DN DOWN PV PRESSURE RELIEF VALVE DWG DRAWING QTY QUANTITY EA EACH RM ROOM ECO EXTERIOR CLEAN OUT RPM REVOLUTIONS PER MINUTE EFF EFFICIENCY SCFM STANDARD CUBIC FEET PER MINUTE ELECT ELECTRICAL SHT SHEET ELEV ELEVATION SOV SHUT OFF VALVE EQUIP EQUIPMENT ST STL STAINLESS STEEL EXIST EXISTING SPEC SPECIFICATION 'F DEGREES FAHRENHEIT STRUCT STRUCTURAL FCO FLOOR CLEAN OUT TEMP TEMPERATURE FFE FINISH FLOOR ELEVATION TYP TYPICAL FLR FLOOR LINO UNLESS NOTED OTHERWISE FT FEET UV ULTRA VIOLET FU FIXTURE UNITS VFD VARIABLE FREQUENCY DRIVE GAL GALLONS VOL VOLUME GALV GALVANIZED VTR VENT THROUGH ROOF GLV GLOBE VALVE V/PH/HZ VOLTS/PHASE/HERTZ GPF GALLONS PER FLUSH WC-10 WALL CLEAN OUT GPH GALLONS PER HOUR W/ WITH GPM GALLONS PER MINUTE WHA WATER HAMMER ARRESTOR (P.D.i. SIZE) GV GATE VALVE WSFU WATER SUPPLY FIXTURE UNITS HD HEAD WT WEIGHT HDR HEADER YB YARD BOX HP HORSEPOWER PLUMBING SYMBOL LEGEND c PIPING TURN DOWN OR DROP WALL HYDRANT 0 PIPING TURN UP OR RISE UNION PIPING TEE DOWN OR DROP FLOW SWITCH - 0 PIPING TEE UP OR RISE PRESSURE SWITCH - cC P-TRAP EXPANSION JOINT -- GATE VALVE AUTOMATIC AIR VENT -- CHECK VALVE PRESSURE GAUGE WITH GAUGE COCK - p F- BALL VALVE VALVE ON PIPING RISE OR DROP 4o-4c- -- MIXING VALVE TRAP PRIMER - w[-- BUTTERFLY VALVE THERMOMETER - -�¢- GLOBE VALVE WATER HAMMER ARRESTOR _� - PRESSURE REDUCING VALVE DIRECTION OF FLOW -- BACKFLOW PREVENTER SLOPE & DIRECTION OF FALL _F= --- BALANCING VALVE REDUCER OR INCREASER -- - AUTOMATIC FLOW CONTROL VALVE POINT OF CONNECTION TEMP. & PRESSURE RELIEF VALVE PRESSURE RELIEF VALVE MOTORIZED SHUT-OFF VALVE e 0 f POINT OF DEMARCATION DIAMETER SQUARE FEET —I _- - SOLENOID VALVE DRAIN RECEPTOR +- STRAINER FLOOR DRAIN 0- FLOOR CLEAN OUT III AREA DRAIN WALL CLEAN OUT ® FLOOR SINK H EXTERIOR CLEAN OUT O ROOF DRAIN [ CAPPED PIPE O SECONDARY ROOF DRAIN - FLEXIBLE CONNECTION (PIPE) EXISTING +- HOSE BIBB PLUMBING PIPING LEGEND - CW - COLD WATER - -KW- - KITCHEN WASTE BELOW FLOOR OR -- CA ---- COMPRESSED AIR GROUND -CWW- CLEAR WATER WASTE ABOVE FLOOR LPG- LIQUID PETROLEUM GAS - --CWW- - CLEAR WATER WASTE BELOW FLOOR G NATURAL GAS -PCD- CONDENSATE PUMPED - HG - NATURAL GAS - HIGH PRESSURE -OCD- CONDENSATE OVERFLOW MG NATURAL GAS - MEDIUM PRESSURE ---CDV--- CONDENSATE VENT - PD - PUMP DISHARGE - HW - HOT WATER - RW - RECYCLED WATER -HW140- HOT WATER (140-F) S SANITARY SEWER ABOVE FLOOR OR -HWR140- HOT WATER RETURN (140'F) GROUND - HW160 - HOT WATER (160'F) - -S- - SANITARY SEWER BELOW FLOOR OR --fiWR160- HOT WATER RETURN (1607) GROUND -HWR- HOT WATER RETURN ----V---- SANITARY SEWER VENT -----SCW--- SOFT COLD WATER - ST - STORM DRAIN ABOVE FLOOR OR -SH-1-- SOFT HOT WATER GROUND -SH-1R- SOFT HOT WATER RETURN - - ST - - STORM BELOW FLOOR OR GROUND -FOR- FUEL OIL RETURN -SSD- SECONDARY STORM DRAIN ABOVE - FO - FUEL OIL SUPPLY FLOOR OR GROUND - ICW - INDUSTRIAL COLD WATER - -SSD- - SECONDARY STORM DRAIN BELOW - IHW - INDUSTRIAL HOT WATER FLOOR OR GROUND -IHWR- INDUSTRIAL HOT WATER RETURN -SUB- SUBSURFACE STORM DRAIN BELOW --ISCW- INDUSTRIAL SOFT COLD WATER FLOOR OR GROUND -ISH-9--- INDUSTRIAL SOFT HOT WATER - TP - TRAP PRIMER -ISH-1R- INDUSTRIAL SOFT HOT WATER RETURN - TW - TEMPERED WATER ----IV---- INDUSTRIAL VENT -TWR- TEMPERED WATER RETURN IW INDUSTRIAL WASTE ABOVE FLOOR OR -VAC- VACUUM GROUND -VEX- VACUUM EXHAUST - -IW- - INDUSTRIAL WASTE BELOW FLOOR OR - WO- WASTE OIL GROUND ---WOV--- WASTE OIL VENT IA INSTRUMENT AIR DEMOLITION PIPING KW KITCHEN WASTE ABOVE FLOOR OR DEMOLITION EQUIPMENT GROUND TAGS AND CALL OUT SYMBOLS QUI EQUIPMENT REQUIRING ELECTRICAL At REVISION CALLOUT 1 SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. 0 KEYNOTE CALLOUT EQUIP EQUIPMENT NOT REQUIRING ELECTRICAL POINT OF CONNECTION SERVICE. REFER TO SCHEDULES FOR PERFORMANCE REQUIREMENTS. e POINT OF DEMARCATION SECTION CALLOUT O FURNISHED & INSTALLED BY ELECTRICAL 1 P3,1 SECTION DESIGNATION SHEET NUMBER O FURNISHED & INSTALLED BY MECHANICAL A DETAIL CALLOUT DETAIL DESIGNATION O FURNISHED AND INSTALLED BY PLUMBING P3.1 SHEET NUMBER LIGHTNING STEEL I CG19-014 CONNELLY GROUP CONIOLTIng INYINIIR/ 200 2nd Ave South - i465 - St Petersburg, FL 33701 I nfoOcon n e l lya n g In Seri n g. com it M813.232.8448 (F)800.598.1945 On w - .—connellyengineering.com S. "em'rml PROJECT DATA 5 N ♦ co aes�ae�amsr.ur�r[mrso®mm�awaa woar„rmsnm.auaas nrwarcrnaN,.vrRR,rade snE�arxass awaauaawos��anra.anmaaao WFWLRNanaeNrra1010000NmNde�de ORNNswwwNa DESIGNER CRC ♦ W arnNeioaaun�vnaratwa+rsrtaNNoa�uatma nrMouNNsnarRRwna�nNuaRNrraNarerarmrNs rana�rNamaawNaarn�aaNcwna®wasxRaNre aae®a rsm®Na N rsm a a cane w�a ne na fn rac ■ DRAMMBY �LY ca.deta a Nader CUM TOT MEN RAN ao SONNna, COMPLY anNM NmaearnanENwuw,aeormmrwdeanamuraNT im CHEC�D cRc o o J CL W W x w s s FBC m s 6TH EDITION a ♦ (2017) W CONNELLY GROUP CONSULTING ENGINEERS AND THEIR 0 AGENTS. RESERVES THE RIGHT TO REVISE DETAILS SHOWN HERE AT SUCH THE AS REVISIONS WILL RESULT N ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE CO3 DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD Lu VERIFICATION. x cc mi ui Uj N C3 Ln o cn O Z W U) Z.dede' O O Emir cj 0 cm < cu 3 J ow DRAWING SETS FAV" IKE 100 2.04A 100 NO 00.00.00 pow weE" O/A6.19 PROFEseIDNu. SEAL DATE SEALED: BEPTEINIER S. eon O V 100 '% •• � pt► . amide •.......• ♦♦ i��i�' 1 ... )NVAI. `;``�♦ W CHRI8TOPHER R. CONNELLY, PE a PE-FL83986 , CA•FL B6841 '1 PLUMBING LEGEND `a r m POOO ti 0 O 0) c O 0) 0) t V O c O O c v CV 4j O 0 OV c w 0) C O It 0 O w 0) c O L 00 U -c 1,9 2 3 4 I 11 I I GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION, SUCH AS MOUNTING HEIGHTS. 2. VERIFY ALL SITE UTILITY PIPING LOCATIONS AND INVERT ELEVATIONS PRIOR TO ROUTING ANY NEW DRAINAGE PIPING. 3. FOR FIXTURE DESIGNATIONS AND PIPE SIZES NOT INDICATED ON THIS PLAN, REFERENCE RISER DIAGRAM SHEETS. 4. PROVIDE CLEANOUTS AT THE BASE OF ALL DRAINAGE STACKS PER CODE AND LOCAL AHJ. 5. ALL SANITARY DRAINAGE PIPING SHALL BE SLOPED 1 % SLOPE UNLESS OTHERWISE NOTED. 26 WFU 38 GPM O i2" 3 F r1i C P400 L � 1 5 9 7 7.9 9 I UNDERSLAB FLOOR PLAN • PLUMBING P100 % SCALE: 118"=1'-0" KEY NOTES: OSANITARY SEWER PIPING BELOW GRADE. COORDINATE EXACT LOCATION WITH THE SITE UTILITIES DWGS. 02 DOMESTIC COLD WATER SERVICE PIPING BELOW GRADE. COORDINATE EXACT LOCATION WITH THE SITE UTILITIES DWGS. 03 BUILDING WATER SHUT—OFF VALVE IN CAST IRON METER BOX MARKED "WATER". LIGHTNING STEEL I CG19-014 CONNELLY GROUP CONSULTING INGINIIRS 200 2nd Ave South • S46S - St Petersburg, FL 33701 IntoOconnellyenglnsering. com M 813. 232. 8448 (F) 800. 698. 1945 a ....connellyengineering.c.m - 03 p we aeFlvl aamueimmscAumQmne®smlMsaec PROJECT DATA CU % w reserrnxrmmQun ao ALtwoRsrAownfMwo 0 fleYILAM npfIfl�AO�idf OMRAR DESIGNER CRC ♦ On QtwaraAmafnNoeecnarressrwumesusaaQ IIYAle1SSAMYIGRMm��PGiarwsresaeGesnrmrQ rsnwAr�simwiwfairMac,unn®srQrresn■ eseQaaAfAlOOMIQAlefOf QllenleArMM1�iMIIeR■ DRAWN By ocW QQorannMlnQawrrsear�Macosnrr�xM IBiiel•fMArlIlMEAieA�®f®�aMmiseQr WC CHECKED CRC p F_ 0 a I— W W ED e FBC m W 0 6TH EDITION IL! m (2017) W CONNELLY GROUP CONSULTING ENGINEERS AND THEIR 0 AGENTS, RESERVES THE RIGHT TO REVISE DETAILS Lu SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE 0 DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN 1�_ W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. _ w J W LU N �-- o Ln U) to 0 cn 0 U. Z w c3 V cn Z N Q QQJ v JL3 o � Q 0 = LL (' IUL cu B— 3 J ow z �' N DRAWING SETS RE w R.M.IS am II O,JB (OII GO Oaam PERMIT (GO RIVI N 0&OB.19 PROFESSIONAL BEAL DATE SEALED: SEPTEMBER L SOIB `N%1111111///,//. ••• '. op . •• ` C3 LU CHRISTOPHER R. CONNELLY. PE a PE•FL63868 i CA•FL 28641 J UNDERSLAB FLOOR PLAN - a 1-- PLUMBING H °° P100 s 0 0 a� c 0 c O N O (V c U c It 0) 00 7 J` 00 U 'c 1.9 2 3 4 5 6 7 7.9 8 I� roi OL J GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION, SUCH AS MOUNTING HEIGHTS. 2. COORDINATE WITH OTHER TRADES BEFORE STARTING ANY WORK TO AVOID UNFORESEEN CONFLICTS. 3. FOR FIXTURE DESIGNATIONS AND PIPE SIZES NOT INDICATED ON THIS PLAN, REFERENCE RISER DIAGRAM SHEETS. 4. PROVIDE CLEANOUTS AT THE BASE OF ALL DRAINAGE STACKS PER CODE AND LOCAL AHJ. 5. HVAC CONDENSATE PIPING BY MECHANICAL CONTRACTOR. 1 FLOOR PLAN - PLUMBING P200 % SCALE: 118"=11-0" KEY NOTES: OSHUT-OFF BALL VALVE(S) ABOVE CEILING WITH ACCESS. 02 SHUT-OFF BALL VALVE ON VERTICAL APPROX. 48"A.F.F. WITH ACCESS. 31 > BUILDING WATER SHUT-OFF VALVE IN CAST IRON METER BOX MARKED "WATER". LIGHTNING STEEL I CG19-014 CONNELLY GROUP CONSULTING SNOWIER/ 200 2nd Ave South - #465 - St Petersburg, FL 33701 IntoOconnellyangineering. com v M 813. 232. 8448 (F) 800. 698. 1945 www.connallyengineering.com-- I^ W p Fmcwp l atmmae�uaaEmrsomarnxMa: PROJECT DATA N ♦ co aosaruamanrmaaaaamaMssanrsrNrvMnaras vMMarxom,saaau sewsser�rarrnaresMsu� a7OAL RO1MaaA�l0�a11Maa:id OFaaarMK/i. DEBAR CRC ♦ W mriwciasairouM.vnacae<naniwarss�asuessi alAl{a urd MaMIIMI1101�Nr alalrelfaMaMa semarrMmaawaca�rMase�unn®naaxrsat ala MAMlaa�MAdamWU1 AMMMMa ■ DRAWN BY LU UX CV"V THAT TIME PLUMM WIOIaMSMa►TIN NM aEalaalyd®ae 0ymmumm JJC CHECKEDaa�aWTKMWL O CRC I— J CL II-- W W W e FBC co 0 0 6TH EDITION N `O (2017) W t CONNELLY GROUP CONSULTING ENGINEERS AND THEIR 0 AGENTS, RESERVES THE RIGHT TO REVISE DETAILS Lu SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVENENTS. THESE W DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD Lu VERIFICATION. x W J W W N o Ln Ocn o >- LJL. P Z WCJ Cn O � H O Q Ln _ LIL N 3 O W DRAWING SETS REVEW U4.10 (09 • IRS" (W GO POW (SO REYEWI DO." PROFESSIONAL SEAL DATE SEALED: SEPTENBER & BDW 00 O 1 001 LU a CHRISTOPHER R. CONNELLY, PE PE-FLO3889 -' CA•FL 28641 J a FLOOR PLAN - PLUMBING 1-- °° P200 CD *j 0 0 c 0 a� .c U O c .0 c v 4) c 0 0 0 r.- 0 c 0 0 II U to c 4) c 0 0 cV 0 w c 0 � L U c 41 0 0 4) c 0 II t U c 0 L (D o c 0 0 � 0 w 0 c 0 II L 00 r .c t rn c O 0 WATER HAMMER ARRESTOR SCHEDULE MARK AA A B C 0 E F MAXIMUM FIXTURE UNITS 3 11 32 60 113 154 330 MAXIMUM PRESSURE RATING 350 PSIG MANUFACTURER SIOUX CHIEF MODEL NUMBER 650 OR 660 WATER HAMMER ARRESTOR SPECIFIED COMES WITH UNCONDITIONAL LIFETIME OF THE SYSTEM WARRANTY. ANY SUBSTITUTION SHALL BE SUBMITTED TO A/E FOR REVIEW AND SHALL INCLUDE SUCH WARRANTY. THERMOSTATIC MIXING VALVE SCHEDULE FT-m--V-1 MIN MAX. DATA LOCATION TYPE FLOW FLOW SELECTION BASED ON: NOTES: MIN MAX VOLT PHASE GPM GPM PSIG PSIG TMV-1 MASTER MIXER THERMOSTATIC 1 26 30 125 - - LEONARD MODEL 1,2,4 MIXING VALVE TM-554-26-LF TMV-2 LAVATORIES/SINKS THERMOSTATIC 0.25 5 30 125 - - LEONARD MODEL 170-LF 1,2,3 MIXING VALVE NOTES: 1. REFER TO DETAIL SHEET FOR ADDITIONAL INFORMATION. 2. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 3. SET DISCHARGE TEMPERATURE AT 105'. 4. SET DISCHARGE TEMPERATURE AT 120'. PUMP SCHEDULE e LOCATION SERVICE TYPE CAPACITY (GPM) HEAD (FT) HWRP-1 WATER HEATER HW CIRCULATING PUMP IN -LINE 1 5' PUMP SCHEDULE (CONTINUED) P MOTOR DATA SELECTION BASE ON: NOTES: _ HP RPM VOLT PHASE HWRP-1 1 1750 115 1 GRUNDFOS UP 15-10 1,2,3 1�. PROVIDE DISCONNECT SWITCH. SEE DETAIL SHEETS FOR TYPICAL CIRCULATING PUMP INSTALLATION. 2. PROVIDE WITH Y' CLIP ON AQUASTAT 595657. 3. NSF-61 APPROVED. MISCELLANEOUS TANKS/RECEIVERS ET SERVICE TYPE CAPACITY (GALLONS) SIZE (DIA X H) ORIENTATION LINING TYPE VERTICAL HORIZONTAL ET-1 HOT WATER EXPANSION REPLACEABLE BLADDER 2 80 x 13" VERTICAL POLYPROPYLENE MISCELLANEOUS TANK/RECEIVER SCHEDULE (CONTINUED) ET MOUNTING TYPE MATERIAL TYPE PRESSURE RATING (PSIG) ASME RATING (PSIG) MANWAY REQUIRED SELECTION BASED ON: NOTES: Y N ET-1 SUSPENDED STEEL 185 150 N AMTROL ST-5 1 1. EXPANSION TANKS SHALL BE NSF 61 APPROVED AND PRE -CHARGED BY MANUFACTURER. WATER HEATER SCHEDULE EWH LOCA110N STORAGE RECOVERY ELECTRICAL - TYPE VOLTAGE KW (GALLONS) GPH DEG. RISE � pF /PHASE ELEMENTS (TOTAL CONNECTED) EWH-1 PRODUCTION AREA 30 26 70 277/1 2 ® 4.5kW 4.5kW NON -SIMULTANEOUS WATER HEATER SCHEDULE (CONTINUED) EWH GAS -TYPE TEMP SETTING SELECTION BASED ON: NOTES: (LP OR NAT) MBH INPUT EN-1 N/A N/A 140 A.O. SMITH DEL-30 1,2,3,4,5 NOTES: 1. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 2. PROVIDE ALL NECESSARY EQUIPMENT TO MAKE A COMPLETE INSTALLATION. 3. REFER TO DETAIL SHEET FOR ADDITIONAL INFORMATION. 4. PROVIDE HOLDRITE 30-SWHP-M WALL HUNG PLATFORM. 5. WATER HEATER TO HAVE A ENERGY FACTOR OF 0.95. PLUMBING FIXTURE SCHEDULE WC-1 AMERICAN STANDARD 2480.216 FLOW ISE, DUAL FLUSH OPERATED, 0.8/1.6 GPF, VITREOUS CHINA, WATER CLOSET ELONGATED. FLUSH TANK CHURCH #295-SSC SEAT, ELONGATED, OPEN FRONT, LESS COVER, WHITE. ADA CHROME PLATED ANGLE SUPPLY STOP W/FLEXIBLE CONNECTION 3" SANITARY, 2" VENT, NO HW, 1/2" CW FLUSH VALVE HANDLE ON SIDE OF DOOR OPENING. L-1 AMERICAN STANDARD 0124.024 COMRADE, VITREOUS CHINA, WALL HUNG LAVATORY W/4" CENTERS LAVATORY DELTA 523LF-HDF-DST FAUCET, SINGLE LEVEL HANDLE, 4"CENTERSET, CHROME PLATED, WALL HUNG 0.5 GPM FLOW RATE. ADA TRUEBRO 102 E-Z OFFSET P-TRAP W/PADDING PER ADA STANDARD CHROME PLATED ANGLE SUPPLY STOPS W/FLEXIBLE CONNECTIONS AND CHROME PLATED GRID DRAIN PER MANUFACTURER 2" SANITARY, 2" VENT, 1/2" HW, 1/2" CW. URN-1 AMERICAN STANDARD 6590.005 WHITE VITREOUS CHINA, WALL HUNG, SIPHON -,JET, 3/4" TOP SPUD URINAL 2" OUTLET. WALL HUNG SLOAN ROYAL 186-0.5 FLUSH VALVE, DIAPHRAGM TYPE, ANGLE STOP, SWEAT SOLDER ADAPTER, WALL FLANGE WITH SET SCREW, VACUUM BREAKER AND SOLID RING WALL SUPPORT. 0.5 GAL/FLUSH J.R. SMITH 637 URINAL SUPPORT CARRIER SECURED TO FLOOR 2" SANITARY, 2" VENT, NO HW, 1/2" CW EWC-1 ACORN Al12108F WALL HUNG CAPACITY TO DELIVER 15 GPH OF 50' F. WATER BI-LEVEL WALL MOUNTED WITH INLET TEMP. OF 80' F. AND ROOM TEMP. OF 90' F., ELECTRIC WATER COOLER STAINLESS STEEL TOP & PEWTER JACKET, PUSH BAR OPERATOR (FRONT & SIDES), FLEXIBLE BUBBLER, AIR COOLED HERMETICALLY SEALED CONDENSING UNIT W/ 1/5 hp., 120 VOLT, 60 CYCLE, 1 PH., AC MOTOR W/ OVERLOAD PROTECTION. ZURN 1225 SERIES BI-LEVEL "PLATE TYPE" WALL CARRIER. 1-1/4" INTEGRAL P-TRAP WITH CLEANOUT. 2-WASTE/SANITARY, 1 1/4-TRAP, 1 1/2-VENT, NO HW, 1/2-CW MS-1 FIAT MSB2424 24x24x10 MOP SINK, MOLDED STONE W/INTEGRAL STAINLESS STEEL MOP SINK STRAINER EXTENSION. FLOOR MOUNT CHICAGO 897-CP FAUCET, CHROME PLATED W/INTEGRAL STOPS, VACUUM BREAKER, 3/4" HOSE THREAD. FIAT 832-AA PROVIDE W/30" HEAVY DUTY FLEXIBLE HOSE AND HOSE BRACKET. FIAT 833-AA SILICONE SEALANT. FIAT 889-C 18 GAUGE TYPE 302 S/S MOP HANGER (SEE ARCHITECTURAL DWG FOR MOUNTING HEIGHT) AND 50' 3/4" COMMERCIAL GRADE HOSE W/400# BURST TEST RATING W/PISTOL GRIP TRIGGER NOZZLE AND INSULATED GRIP. 2" SANITARY, 2" VENT, 3/4" HW, 3/4" CW S-1 PROFLO PFSR252284A 25x22x8 DEEP, FOUR HOLE, 20 GAUGE, SINGLE BOWL STAINLESS SINK STEEL SINK SELF RIMMING DELTA D100DST LF 1 HANDLE KIT FAUCET L/SPRAY CP W/STD SS BASKET STRAINER. 1.75 GPM MAX FLOW. TRUEBRO 102 E-Z P-TRAP W/PADDING PER ADA STANDARD CHROME PLATED ANGLE SUPPLY STOPS W/FLEXIBLE CONNECTIONS 2" SANITARY, 2" VENT, 1/2" HW, 1/2" CW PROVIDE AND INSTALL TMV-2 BELOW SINK. IN-SINK-ERATOR DISPOSAL, 3/4 HP, 120 VOLTS, STAINLESS STEEL GRINDER EVOLUTION COMPACT COMPONENTS. PROVIDE rHW DISHWASHER CONNECTION AND DRAIN CONNECTION WITH AIR GAP FITTING. SH-1 SHOWER ENCLOSURE SHOWER ENCLOSURE. SHOWER DELTA DR10000UNWS 1 HANDLE PRESSURE BALANCING VALVE, UNIV VALVE ONLY W/ST DELTA DT13H152 UNIV TRIM F/T13H, 2 GPM MAX FLOW. 2" SANITARY (FD-1), 2" VENT, 1/2" HW, 1/2" CW EEWS BY OWNER EXISTING RELOCATED. EMERGENCY EYEWASH STATION NO SANITARY, NO VENT, NO HW, NO CW HB-1 WOODFORD 24 HOSE BIBB: HOSE CONNECTION AND VACUUM BREAKER, HOSE BIBB POLISHED CHROME, ANTI -SIPHON. NO WASTE/SANITARY, NO TRAP, NO VENT, NO HW, 3/4-CW IMB-1 OATEY 38607 PLASTIC SUPPLY BOX W/WATER HAMMER ARRESTOR AND 1/4 TURIs ICE MAKER BOX BALL VALVE. NO SANITARY, NO VENT, NO HW, 3/4" CW NOTES: 1. GENERAL/PLUMBING CONTRACTOR SHALL VERIFY ALL PLUMBING FIXTURES SPECIFIED ON THIS SCHEDULE ARE APPROVED BY INTERIORS/ARCHITECT/OWNER PRIOR TO PURCHASE. PLUMBING FIXTURES INCLUDING COLORS AND FINISHES SHALL BE APPROVED BY THE ARCHITECT AND INTERIOR DESIGNER PRIOR TO ORDERING FIXTURES. ALL EXPOSED FIXTURE TRIM COMPONENTS SHALL BE CHROME. 2. PROVIDE INSULATION KIT ON ALL P-TRAPS AND HOT AND COLD WATER SUPPLIES TO EVERY SINK AND LAVATORY. LIGHTNING STEEL CG19-014 CONNELLY GROUP CONNOLTINe 1NiIN11N■ 300 Ind Ave South - #465 - St Petersburg, FL 33701 I nfoOcon n e l iye ng l need ng. com M 813. 232. 8448 (F' 800. 698. 1945 w v www.connellyenglneering.com weaUnal PROJECT DATA O N ` w a�amaA�mEmaraaamnceNN "earuwnan►mraAncwarmaar�sarrnenioreaN N'M 10aIJIL aN;OeMLL eNMQ r'AlFa�lFlaYf 11E NNal7 �rCILlOI11aNIM1�IBrANilal�aaA1NILAIN. DE818NER CRC � w 0•INC1a1wY6Ali�o<11�I�.BIetf1�I�®NNLN®E NNNr aYa la�Mlna®aWllaafNCNYI®tlla� ranrArtamllwaasnlrlstrnlo�nNleNartl Norma Aaaam ra AIrINC v Nr mnNAna 11N n tle sac ■ mAn Sy LU aaara RiwlalOF rd ATndr WAAMavrane00 ON TH m M mma11A OPMMl81ri NN7Nr�N�aMlilli NNEI JJC CHECKED 0 CRC o 'J a I- LLI W a} � Y x w + 8 ir FBC ir fo 0 6TH EDITION N `3 (2017) ac CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS > oC SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE w DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD ly VERIFICATION. x w W Uj N MT C3 Ln 0 cn O >- LL P Z LtJ t!� O v 1- moor J U O Q LnLL. = cu lessees 3 J z O W DRAWING SETS m DD.OD DD PPMT DID mvm De. m PRDFEBROM SEAL DATE VALID WTUW 6, 8DM It •% O LU CHRISTOPHER R. CONNELLY. PE IL PE•FL63886 * CA -FL E6841 a SCHEDULES - PLUMBING 1h- °° P300 r 0 0 a� c 0 v O J= U O c O s c O c v 0 c O Cal 0 O 0 c O O N O w �c O U c Z9 0 0 Qa 0 II J` U c 0) 0 z 00 00 c 0 co o O w 0) c 0 II Jr 00 c J= .� '.t v, c O 0 MOP HANGER FINISHED WALL o o o SERVICE FAUCET WITH VACUUM BREAKER AND VANDAL d PROOF FLOW CONTROL SEE ARCHITECTURAL DRAWINGS HOSE FOR REQUIRED CLEARANCE HOSE BRACKET / hm. DRAIN, H.W. ' & C.W. SUPPLY PER I A.D.A. 42" • 18" G.E. WHITE SILICONE II SEALANT WHEELCHAIR LAVATORY DESIGNED TO PROVIDE KNEE CLEARANCE AND "FRONT -ON" ACCESS 24" H NOT USED. SCALE: E JANITOR SINK DETAIL SCALE: B TYPICAL ACCESSIBLE WALL MOUNTED LAVATORY DETAIL SCALE: N.T.S. N.T.S. N.T.S. t� 2„ 7moppilI. �M l STRAINER CIRCULATION PUMP SHUT-OFF VALVE (PROVIDE AQUASTAT AND (TYPICAL) 7 DAY 11MMER) 4-1 DC , m comlormwn oonnucllw;s 4-109 `� CHECK VALVE (TYPICAL) ,--- -re, r:. oo'np ov" t' IF'8 G0 Y1'GtIWI ` AIR RELIEF VALVE 1161 HWR ' I THERMOMETER (TYP.) b CW—ma 1 1 1 1 1 _ THERMAL 130' HW—�-� EXPANSION comprossirm tee TANK. r�� l— r0 f r4 .�_., r I ,� ter. TEMP. &PRESSURE � f ;' RELIEF VALVE WATER vCOLD INLET UNION () HOT WATER OUTLET HEAT TRAP ELECTRIC WATER TMV-1 G NOT USED. SCALE: D UNDERCOUNTER THERMOSTATIC MIXING VALVE SCALE: N.T.S. N.T.S. HEATER THERMOSTATIC MIXING VALVE, SET DISCHARGE TEMPERATURE TO 120'F. DRAIN VALVE TO BUILDING SEE BUILDING PLANS FOR CONTINUATION SUPPORT FROM STRUCTURE (TYP.) 18"HIGH STAND TO SUPPORT WATER HEATER WEIGHT. THERMOMETER WELL (PROVIDED AND INSTALLED & THERMOMETER BY PLUMBING CONTRACTOR) PROVIDE BUILDING'S SHUT-OFF VALVE 1 IN VERTICAL 42"A.F.F AQUASTAT NIPPLE CHECK VALVE FLOOR LINE FLOOR SLAB 1 1 TERMINATE 3/4" TEMP. & PRESS. AND 1" DRAIN PAN PIPING ABOVE IN -LINE CIRCULATING PUMP, MOP SINK SEE SCHEDULE FOR CAPACITY. TEE BALL VALVE PROVIDE MAIN BUILDING'S SHUT-OFF VALVE FLANGED CONNECTION IN CAST IRON VALVE BOX MARKED "WATER" SO PUMP CAN BE TO WATER HEATER REMOVED FOR SERVICE. SEE SITE PLANS BALL VALVE (TYPICAL) NOTE: PROVIDE DIELECTRIC FOR CONTINUATION UNIONS ON NONFLANGED PUMPS STRAINER 90' Fl\_ ELBOW SUPPORT CHANNEL F DOMESTIC WATER ENTRANCE DETAIL SCALE: C HOT WATER CIRCULATION PUMP DETAIL SCALE: A ELECTRIC WATER HEATER ABOVE MOP SINK DETAIL SCALE: N.T.S. N.T.S. N.T.S. LIGHTNING STEEL I CG19-014 CONNELLY GROUP CON/OLTIN@ /NeIN/R 200 2nd Ave South - I�465 - St Petersburg, FL:3701/ I nfooconnallyanglneering.com a (T) 813. 232. 8448 (F)BOO. 698. 1945 CD IT www.connellyengfneering.c.m n on ar'C°"^' PROJECT OATH Q a ♦ m MCMF MTamALL TOMOM 1MOa1 MIWMMIIMITTSYmAVLWMM.ALMmmTAMM1rMlammO WMTaa' CM.MmOLrO WAlaRlOrmf=O r7dIL1OOI TIOOfMim rIOO�AMrEIa�aMrrr MAR DESIGNER (xtC ♦ Q7 MnreMarruTarvMm�erenrwn�uorau.raM rrreuaosMwr�uno®wrsrressrrmamrawnra Tr111MrMmrerM.mF MraIAYIIY®mrA7lfaQO rarm m esrrm Atl A ram a a11ANlir u1r1 M nr MIMOR ■ ORAMM BY LU DONE= a1!®IA0<MMILIGIrA[Mrm m00rQrGm MTml rrFT JJC CIE.D cRC o o J IL I.— W W = N a 8 FBC 6TH EDITION N `° (2017) W oC CONNELLY GROUP CONSULTING ENGINEERS AND THEIR o AGENTS, RESERVES THE RIGHT TO REVISE DETAILS LU SHOWN HERE AT SUCH TIME AS REViS10N8 WILL RESULT IN ENGINEERING OR ECONDMIC IMPROVEMENTS. THESE 00 DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN � W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD W VERIFICATION. s w J W W N o 0 cn C Z W cn aJ O H C3 V Im < Ln cu J z N Vim' DRAWING SETS REM /.14.0 nro - &N.RI Igo m ODA= pow 810 REVIEW) PROFE8810NAL SEAL DATE SEALED: SEPTEMBER s, EMB .• _ NAM O 00 � /llllll� W CHRISTOPHER R. CONNELLY, PE �-• PE-FL83886 CA -FL 26841 'j a DETAILS • PLUMBING m P400 CD M 0 O 0 0 N v -C 00 C vI 0 0 0 C O 0 N O a� C 0 � U C It M c 0 0) d• 7 O O C O to 0 w (D c 0 II J: 00 ,c -C -w d. -C C O 0 0 JI, 3"VTR � I i I I \ 2" 12 I »I ,> \ 2 i 2» LAV ,,\ 12" v I 2" 4" I 12" » 2I '' AA``,, I I I I � I 3""3wrl 12" I 2" Rl1 N=1 2" 3" 2" WC 3 SANITARY RISER DIAGRAM P500 ) SCALE: N.T.S. f WHA �/l HWRP aa WC"J �y; Ms �TMV_ 1 „ J�n » S�.L TMV 2 " IMB-1 " 0 HB i 2 "� DOMESTIC WATER RISER DIAGRAM P500 % SCALE: N.T.S. GENERAL NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION, SUCH AS MOUNTING HEIGHTS. 2. VERIFY ALL SITE UTILITY PIPING LOCATIONS AND INVERT ELEVATIONS PRIOR TO ROUTING ANY NEW DRAINAGE PIPING. 3. FOR FIXTURE DESIGNATIONS AND PIPE SIZES NOT INDICATED ON THIS PLAN, REFERENCE RISER DIAGRAM SHEETS. 4. PROVIDE CLEANOUTS AT THE BASE OF ALL DRAINAGE STACKS PER CODE AND LOCAL AHJ. 5. ALL SANITARY DRAINAGE PIPING SHALL BE SLOPED 1% SLOPE UNLESS OTHERWISE NOTED. 6. HVAC CONDENSATE PIPING BY MECHANICAL CONTRACTOR. 7. INSULATE ALL HOT WATER & HOT WATER RETURN PIPING PER SPECIFICATIONS. KEY NOTES: 01 SANITARY SEWER PIPING BELOW GRADE. COORDINATE EXACT LOCATION WITH THE SITE UTILITIES DWGS. 02 DOMESTIC COLD WATER SERVICE PIPING BELOW GRADE. COORDINATE EXACT LOCATION WITH THE SITE UTILITIES DWGS. 0 BUILDING WATER SHUT-OFF VALVE IN CAST IRON METER BOX MARKED "WATER". OSHUT-OFF BALL VALVE(S) ON VERTICAL. COORDINATE WITH ARCHITECT. 05 SHUT-OFF BALL VALVE ON VERTICAL APPROX. 48"A.F.F. WITH ACCESS. 0 6 BUILDING WATER SHUT-OFF VALVE IN CAST IRON METER BOX MARKED "WATER". 191 LIGHTNING STEEL T CG19-014 CONNELLY GROUP CON IULTIN6 2MOINNERO 6 200 2nd Ave South - *465 - St Petersburg, FL 33701 woeconnoIlyanglneering.cam � (T) 813. 232. 8448 (F) 800. 698. 1945 ...,.conneilye ngineering.com- W FW.rNFRE1 PROJECT DATA p CU ♦ W • Nr0•iNNr®mE1LENEmr�N�NIM MNNr NNrRMNCK COMN OU00r.AL1OF NIIR MR Nn NMINOINOI• sM>6wexcmn.oNrurNwQarArNrrMan MNaa. OFRM NOR11ErMM1�•ArdrRiaRMMNlIAR DESIGNER CRCs ♦ CA Q•IrCI W INV LAYMMUNIMIL NFIVA1NNEIVULLINUE rrrE IMNNIMNNr Nmr�vNrNrarr■LLtiNIC®91RINI�N �siwr�amNNNisaFMrNNNmn�NrNrxraNrr E!®rl NAim®1N1111Nm O N[ IEIIIIN YA M i.N MNpI[ ■ DRAWN BY ocW NnaarmmMrn�Nwrrrr�MroNlLrNmiM mNIiNlop M � NN�� CG® WWW M M nu am JJC CHECKED G CRC r— J a 1-- W W x w a s FFBC w so 0 0 6TH EDITION LU `° (2017) W oc CONNELLY GROUP CONSULTING ENGINEERS AND THEIR G AGENTS, RESERVES THE RIGHT TO REVISE DETAILS LU SHOWN HERE AT SUCH TIME AS REVISIONS WILL RESULT w IN ENGINEERING OR ECONOMIC IMPROVEMENTS. THESE DRAWINGS ARE GRAPHIC REPRESENTATION OF A DESIGN M- W CONCEPT. ACTUAL DETAILS SUBJECT TO FIELD LUVERIFICATION. x W W N o Ln C Z W t Uo Ir Z J O v J U � QILL.O i 7 ICU LjL J O W DRAWING SETS KvEw MIS IN - @ 04A I) m w 0DA= PERMIT 11110IffiVIEMO 06.08.19 PROFESSIONAL SEAL DATE SEALED: SEPTEMRMER S 2019 `�11111 fill, ♦`` • \ 1 r r r • r •.• • ` �• Q LU CHIMSTOPHER R. CONNELLY, PE C- PE-FL63686 ,1 CA•FL 28841 Q RISER DIAGRAMS - PLUMBING F— °° P500 U) M AV.-