Loading...
1 FLEET LANDING - COLEMAN CENTER PORTA CHE - DEMO ' DEMO PERMIT PERMIT NUMBERDEM020-0001 el...4.0, .; _� ` ;� s CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 1/21/2020 \-`' Air ATLANTIC BEACH. FL 32233 EXPIRES: 7/19/2020 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: PORTE-COCHEPE AT THE 1 FLEET LANDING BLVD DEMO PARTIAL COLEMAN CENTER AND $45000.00 NEW FOOTERS TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169397 0200 SECTION LAND COMPANY: ADDRESS: CITY: STATE: ZIP: Sauer Incorporated 11223 Phillips Parkway DR JACKSONVILLE FL 32256 OWNER: ADDRESS: CITY: STATE: ZIP: NAVAL CONTINUING CARE RETIREMENT 1 FLEET LANDING BLVD ATLANTIC BEACH FL 32233-4599 FOUNDATION INC WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Py h� ➢ eP L s,11J B g i • t Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 DEMOLITION 455-0000-322-1000 0 $100.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 Issued Date: 1/21/2020 1 of 2 1 . r0-Ai'ir7,� DEMO PERMIT PERMIT NUMBER � ''# , DEM020-0001 w -,, CITY OF ATLANTIC BEACH ISSUED: 1/21/2020 \� 800 SEMINOLE ROAD \`S3 �. ATLANTIC BEACH. FL 32233 EXPIRES: 7/19/2020 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.25 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $179.25 Issued Date: 1/21/2020 2 of 2 ri,.Ly� City of Atlantic Beach APPLICATION NUMBER A•.Pr �\ Building Department (To be assigned by the Building Department.) f :; 'fl 800 Seminole Road i-r ,t_ O _ o I -� Atlantic Beach, Florida 32233-5445 � L-11r�, liv E-mail(9 uil ing de t • Fax us 247-5845 -cm y;' E-mail: building-dept@coab.us Date routed: _LOA/2-0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: t FLOE--T L /QQI(0c Department review required Yes No uild Applicant: E- U �Z I C. Ian r Zoning (� Tree Administrator Project: ,Th E A C7 P o Q,i E - CLO CKE Public Works (�- _ el/01` Public Utilities LOOT&-�S PG 2_ E' Uf L Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District _ Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. LiDenied. ❑Not applicable (Circle one.) Comments: BUILDING y� ^� PLANNING &ZONING Reviewed by: / ,� `y Date: /-1`�rG V TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 s-L'n Building Permit Application Updated 10/9/18 ^J. .,,,, City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY ;• `' tl�� IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address: / n T / *A4 4 >�JL'VC7t A-T2, t'i G 4j1T3ZZ33 Permit Number: i--"E-111\0 zO-OCC) Legal Description ,9 -1--ZP,L 749.WO Pr / - J L RE# Valuation of Work(Replacement Cost) $ $5145650 Heated/Cooled SF Non-Heated/Cooled /�6�p • Class of Work: ❑New ❑Addition 13rAlteration ❑Repair ❑Move ❑Demo ❑Pool ❑Window/Door • Use of existing/proposed structure(s): Commercial ❑Residential • If an existing structure, is a fire sprinkler system installed?: ❑Yes I/No • Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) Li o Describe in detail the type of work to be performed: r76,./etc, ,,,:x/0,-,,v,5 9 -Td-ems'-i' e /17T coc N,A'v (..,-.6.4/72,42-. py 4-A-'v4,vV/-Z, ,(Jivt), vPTe/ / f-v7z')— /I/' pv/-Tt_- C'4".,e-4 Florida Product Approval# for multiple products use product approval form Property Owner Information_ Name JV,kL UO,(/ij,i✓/4/ e ?:f 77t U,- /T Address 1 Mf,er PNVO/ gip. City 412 41V1).74:: /344c.di- State ft- Zip ZjZL3- Phone % -2y4'- V900 E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company�4' 'U-Z- (/ J (f� d) Qualifying Agent ....7,117---( L(Jtoie... Address/(Zy1,/ti(.iit9 /4i-eu..4 t7/Z: 640 T City✓/(./,4, State /L Zip 31 Z...2....454, Office Phone Pi-- 2.. .z.-- cv'tq"j Job Site Contact Number pee? ('./f4 -,),...4 y State Certification/Registration # CIAC,OLtj, 7 v E-Mail ,Q.,Va,l)d, Asi,lt°�f/I/L'.Gofti Architect Name&Phone# PU Ij- 6iK4,..c;f yvfp- 22t.- Ooc 1 Engineer's Name& Phone# 6A-gt./2- A'0/e4A) MOIL() ! - Fb-8520 Workers Compensation Insurer All( j�!'Jryl( toji-ie...4 /4., . [/gyp. OR Exempt 0 Expiration Date I/s /;j Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS b YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE R A VNEY BEFORE RECORDING YOUR E OF COMMENCEMENT. __� Signature • Owner or Agent) (Signature of Contractor) • On Signed and sworn to(or affirmed) before me this da of Sigd and sworn to(or affirmed)before me this j� day of 2020 , by -d�S - c 1f" ' ' . .0-r) , 202 :) , by bar lilic;c.k-S ( .. .)1 C____) i:n.t.r- .1'o a (Signature of Notary) 40"ii Notary Public State of Florida AMY STRICKLAND :o• _ Mary Faria .0.•,,,-clivi,YssNOTARY PUBLIC • My Commission GG 226935 S.? ft/Personally y Known O'• ''rorr, Expires 06/10/2022 [4ersonall Known OR o -STATE OF FLORIDA Produced Identification w.,,. ?Comm#GG134789 [ ]Produced Identificat . [ ] Type of Identification: Type of Identification: FENCE 10 Expires 9/14/2021 CITY OF ATLANTIC BEACH \; 800 SEMINOLE ROAD j ' ATLANTIC BEACH, FL 32233 (904) 247-5800 N , BUILDING REVIEW COMMENTS Date: 1/14/2020 Permit#: DEMO20-0001 Site Address: 1 FLEET LANDING BLVD Review Status: Denied RE#: 169397 0200 Applicant: Sauer Incorporated Property Owner: NAVAL CONTINUING CARE RETIREMENT FOUNDATION INC Email: contact@sauer-inc.com Email: JASHBY@FLEETLANDING.COM Phone: 9042626444 Phone: 9042469900 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Submit 2 copies of a certified survey, and designate on the surveys where this project is located in the Fleet Landing Community. 2. Submit a second set of drawings that were submitted. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. .,:s Ji�,r,�. Revision Request/Correction to Comments **ALLINF �, # �� HIGHLIGHHTEDTEDIN ON ' iliCity of Atlantic Beach Building Department GRAY IS REQUIRED. , VW"s 800 Seminole Rd, Atlantic Beach, FL 32233 -Jit' Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: P/ /kO,2,O-0v4-1 j ❑ Revision to Issued Permit OR Corrections to Comments Date: tw l u7 ll Project Address: 1 / L-.L t 4.09-+ / iN e1-4/ZS Contractor/Contact Name: , ..#41-0‘..r..../L. 14/x.. Contact Phone: /D/—lp��53 I Email: /2..alt ✓/=-Y e? ¢ J e. () Description of Proposed Revision/Corrections: (7...,) s 9f -i)42-vecr 5W--r (i ) /-b4 L'17vry-L v1-7 01--- le— f99WI, Iei `( affirm the revision/correction to comments is inclusive of the proposed changes.2,0 (printed name) • Wi roposed revision/corrections add additional square footage to original submittal? No ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? .... 'VV ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ' Approved _I Denied 1 1 Not Applicable to Department Permit Fee D e$ 5v 06 Revision/Plan Review Comments Department Review Required: uilding lanning&Zoning ).-- Reviewed By Tree Administrator Public Works ) / Public Utilities / ^ / 7. 9O Public Safety Date Fire Services Updated 10/17/18 0- Cf CP v J' O1 rN , Q CO INV. (3.30)- \ INV. (2.58)-� 1 • \ 2 .0. C, �i 10 SQ. WSP STOP-STREE7 ° D4 Lo C)(E)36" E 36" EMM o GLM INV. (0.93) 36" RCP 061 MAP SHOWING TOPOGRAPHIC SURVEY OF. - PART OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA (FLEET LANDING - COLEMAN CENTER) d GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. BENCI#ORK TABLES )P • 061 NORTH FACE OF 18" PINE TREE, 061 MAP SHOWING TOPOGRAPHIC SURVEY OF. - PART OF SECTION 8, TOWNSHIP 2 SOUTH, RANGE 29 EAST, DUVAL COUNTY, FLORIDA (FLEET LANDING - COLEMAN CENTER) d GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. D U R D E N SECTION 472.027 FLORIDA STATUTES AND CHAPTER SURVEYING AND MAPPING, INC. 5J17 FLORIDA ADMINISTRATIVE CODE. 1825-8 3RD STREET NORTH FOR INFORMATION PURPOSES ONLY JACKSONVILLE BEACH, FLORIDA 32250 (904) 853-6822 FAX 853-6825 LICENSED BUSINESS NO. 6696 ' FLORIDA REGISTERED SURVEYOR NO. 4707 H. BRUCE DURDEN JR. SURVEYOR'S NDTEI SIGNED: 01/25/2017 THE SURVEY HEREON WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF TITLE AND „ THEREFORE THE UNDERSIGNED AND DURDEN SURVEYING AND MAPPING, INC., MAKE NO CERTIFICATIONS SCALE: 1 = 20 REGARDING INFORMATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CLAIMS OF MCAD FILE = FLEETLANDING-COLEMAN.DWG(2000) EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, OVERLAPS, BOUNDARY LINE DISPUTES, AGREEMENTS, RESERVATIONS OR OTHER SIMILAR MATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TITLE. WORK ORDER N0. = 17034 FILE N0. = D -1636A THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. BENCI#ORK TABLES BENCHMARK x1 SET P.K. NAIL & DISK, DURDEN TRAY PT., IN NORTH FACE OF 18" PINE TREE, ELEVATION=(14.33) N.G.V.D. 1929 BENCHMARK 12 SET P.K. NAIL & DISK, DURDEN TRAY PT., IN ASPHALT, ELEVA7ION=(13.22) N.G.VD. 1929 BENCHMARK /13 FOUND P.K. NAIL & DISK, L.B. 17261, IN ASPHALT, ELEVATION -(15.70) N.G.VD. 1929 BENCHMARK 14 SET P.K. NAIL & DISK, DURDEN TRAY PT, IN ASPHALT, ELEVA7ION=(12.79) N.G.VD. 1929 BENCHMARK 15 SET P.K. NAIL & DISK, DURDEN TRAV PT., IN ASPHALT ELEVATION -(14.06) N.G.V.D. 1929 BENCHMARK 16 SET P.K. NAIL & DISK, DURDEN TRAY PT., IN ASPHALT ELEVA7ION-(12.34) N.G.V.D. 1929 BENCHMARK 17 SET P.K. NAIL & DISK, DURDEN TRAY PT, IN ASPHALT, ELEVATION=(9.23) N.G.VD. 1929 BENCHMARK 18 SET P.K. NAIL & DISK, DURDEN TRAY PT, IN -- '4SPHALT ELEVATION -(12.38) N.G.V.D. 1929 BENCHMARK x9 SET P.K. NAIL & DISK, DURDEN TRAV PT., IN ASPHALT, ELEVA7ION=(14.76) N.G.VD. 1929 LEGEND BENCHMARK 110 SET P.K. NAIL & DISK, DURDEN TRAV PT, IN CONCRETE WALK, ELEVATION -(9.37) N.G.VD. 1929 BFP BACK FLOW PREYENTOR BENCHMARK x11 SET HUB & TACK, ELEVATION=(14.76) N.G.VO. 1929 BMI BENCHMARK WITH NUMBER BENCHMARK 112 SET P.K. NAIL & DISK, DURDEN TRAV PT., IN C.L. FENCE CHAIN LINK FENCE ASPHALT, ELEVATION=(9.06) N.G.YD, 1929 CO CP CLEAN OUT CONCRETE POLE BENCHMARK x13 SET 600 PENNY NAIL & DISK, DURDEN TRAV. CPP CONCRETE POWER POLE PT, ELEVATION -(14.10) N.G.V.D. 1929 D.C. DROP CURB BENCHMARK 114 SET P.K. NAIL & DISK, DURDEN TRAY PT., IN DMH STORM DRAINAGE MANHOLE ASPHALT, ELEVA77ON=(12.57) N.G.VD. 1929 ECS ELECTRIC CONTROL BOX BENCHMARK 015 SET P.K. NAIL & DISK, DURDEN TRAY PT., IN ECM ELECTRIC CABLE MARKER ASPHALT, ELEVA7I0N=(10.59) N.G.V.D. 1929 EHH ELECTRIC HAND HOLE BENCHMARK J16 SET 600 PENNY NAIL & DISK, DURDEN TRAV. EMH ELECTRIC MANHOLE PT., ELEVATION -(9.01) N.G.V.D. 1929 ELEV ELEVATION BENCHMARK J17 SET 600 PENNY NAIL & DISK, DURDEN TRAY. ERCP ELLIPTICAL REINFORCED CONCRETE PIPE PT., ELEVA7ION=(10.29) N.G.V.D. 1929 EM EO ELECTRIC SERVICE METER BENCHMARK x18 SET 600 PENNY NAIL & DISK, DURDEN TRAY. ELECTRIC OUTLET PT, ELEVA7IONa(11.66) N.G.VD. 1929 FEE. FH FINISHED FLOOR ELEVATION FIRE HYDRANT BENCHMARK 119 SET P.K. NAIL & DISK, DURDEN TRAY PT., IN FLP FIBERGLASS LIGHT POLE ASPHALT, ELEVATION=(12.51) N.G.V.D. 1929 FOHH FlBEROPTIC HAND HOLE BENCHMARK 120 SET P.K. NAIL & DISK, DURDEN TRAV PT., IN G4 GUY ANCHOR NORTH FACE OF 12" LIVE OAK TREE, GRATE STORM DRAINAGE GRATE ELEVATION=(13.J5) N.G.V.D. 1929 GLM GAS LINE MARKER BENCHMARK x21 SET P.K. NAIL & DISK, DURDEN TRAY PT., IN GM GAS METER ASPHALT, ELEVA7ION=(11.05) N.G.V.D. 1929 GTMH GREASE TRAP MANHOLE BENCHMARK 122 SET P.K. NAIL & DISK, DURDEN TRAY PT, IN GV GAS VALVE NORTH FACE OF 13" LAUREL OAK TREE, HS HOSE BIBS ELEV477ON=(10.J4) N.G.VD. 1929 HCP. HANDICAP PARKING SIGN BENCHMARK 123 FOUND 60D PENNY N41L & DISK, DURDEN TRAV. HDPE HIGH DENSITY POLYETHYLENE PIPE PT, IN SOUTH FACE OF 18" PINE TREE, ICV IRRIGATION CONTROL VALVE ELEVATION -(12.47) N.G.VD. 1929 INV. INVERT ELEVATION BENCHMARK 024 SET P.K. NAIL & DISK, DURDEN TRAV. PT., IN IRR IRRIGATION PAINT MARK ASPHALT, ELEVATION -(9.43) N.G.VD. 1929 M.E.S. METERED END SECTION MLP METAL LIGHT POLE BENCHMARK x25 FOUND 60D PENNY NAIL & DISK, DURDEN L.B. 16696, !N EAST FACE OF 19" OAK TREE, MSP METAL SIGN POST EVAT ELEVATION -(10.23) N.G.VD. 1929 N RIM ELEV N.T.S. NORTH RIM ELEVATION NOT SCALE BENCHMARK x26 SET P.K. NAIL & DISK, DURDEN TRAV. PT., IN OHE OVERHEAD AD ELECTRIC ASPHALT, ELEVA77ON=(8.25) N.G.VD. 1929 PVC POLYVINYL CHLORIDE PIPE BENCHMARK 127 SET HUB & TACK, ELEVATION -(4.04) N.G.VO. 1929 RCP REINFORCED CONCRETE PIPE BENCHMARK x28 SET P.K. NAIL & DISK, DURDEN TRAY PT, IN RIM NORTH RIM ELEVATION SOUTH FACE OF 28" SYCAMORE TREE, SMH SANITARY SEWER MANHOLE ELEVA7ION=(16.44) N.G.VD. 1929 SLS. SPEED LIMIT SIGN SP STAND PIPE SQ. SQUARE SSM SANITARY SEWER MARKER STOP STOP SIGN ELEVATIONS SHOWN AS THUS (14.99) AND ARE BASED ON THE TELEPHONE MH TELEPHONE MANHOLE NATIONAL GEODETIC VERTICAL DATUM (N.G.V.D.) OF 1929 TCM TELEPHONE & CABLE MARKER TO CONVERT ELEVATIONS FROM N.G.V.D, 1929 TO NAND. (NORTH TOB TOP OF BANK AMERICAN VERTICAL DATUM) OF 1988, YOU MUST SUBTRACT (-) TOS TOE OF SLOPE 1.099 FEET FROM THE ELEVATIONS SHOWN ON THIS DRAWING TRAYPT. TRAVERSE POINT ALL UNDERGROUND AS LOCATED AND DETECTED BY TRO TELEPHONE. RISER BOX GROUNDHOUND DETECTION SERVICES, INC. TRI TREE WITH NUMBER TREE SIZE AND LOCATION ARE MEASURED BY DSH (DIAMETER TVHH TELEVISION HAND HOLE BREAST HEIGHT) APPROXIMATELY 48 INCHES ABOVE GROUND TVRB TELEVISION RISER BOX BEARINGS BASED ON THE NORTH RIGHT-OF-WAY LINE OF FLEET UNK UNKNOWN PAINT MARK LANDING BOULEVARD AS BEING S 88'17'50" W AT THE WATER MH WATER MANHOLE INTERSECTION OF MAYPORT ROAD WLM WATER LINE MARKER N.T.S. DENOTES NOT TO SCALE WPP WOOD POWER POLE -X- DENOTES 10' CHAIN LINK FENCE EXCEPT AS NOTED WSP WV WOOD SIGN POST WATER VALVE -ii DENOTES 6' WOOD FENCE EXCEPT AS NOTED YIELD YIELD SIGN -V- DENOTES 6' VINYL FENCE EXCEPT AS NOTED -GAS- UNDERGROUND GAS UNE -ST- DENOTES STORM SEWER UNE -UGT- UNDERGROUND FIBER OPTIC -SS- DENOTES SANITARY SEWER LINE TELEPHONE UNE -DHE- DENOTES OVERHEAD ELECTRIC LINE -UGE- UNDERGROUND ELECTRIC LINE -TDB- DENOTES APPROXIMATE TOP OF BANK -UGW- UNDERGROUND WATER UNE -TOS- DENOTES APPROXIMATE TOE OF SLOPE THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA SHEET 2 OF 4 SEE SHEET 1 FOR A k OVERALL SITE MAP SEE SHEET 3 FOR UNDERGROUND UTILITY LOCATIONSh SEE SHEET 4 FOR TOPOGRAPHIC ELEVATIONS I HEREBY CERTIFY THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF LAND SURVEYORS PURSUANT D U R D E N SECTION 472.027 FLORIDA STATUTES AND CHAPTER SURVEYING AND MAPPING, INC. 5J17 FLORIDA ADMINISTRATIVE CODE. 1825-8 3RD STREET NORTH FOR INFORMATION PURPOSES ONLY JACKSONVILLE BEACH, FLORIDA 32250 (904) 853-6822 FAX 853-6825 LICENSED BUSINESS NO. 6696 ' FLORIDA REGISTERED SURVEYOR NO. 4707 H. BRUCE DURDEN JR. SURVEYOR'S NDTEI SIGNED: 01/25/2017 THE SURVEY HEREON WAS MADE WITHOUT THE BENEFIT OF ABSTRACT OR SEARCH OF TITLE AND „ THEREFORE THE UNDERSIGNED AND DURDEN SURVEYING AND MAPPING, INC., MAKE NO CERTIFICATIONS SCALE: 1 = 20 REGARDING INFORMATION SHOWN OR NOT SHOWN HEREON PERTAINING TO EASEMENTS, CLAIMS OF MCAD FILE = FLEETLANDING-COLEMAN.DWG(2000) EASEMENTS, RIGHTS-OF-WAY, SETBACK LINES, OVERLAPS, BOUNDARY LINE DISPUTES, AGREEMENTS, RESERVATIONS OR OTHER SIMILAR MATTERS WHICH MAY APPEAR IN THE ABSTRACT OR SEARCH OF TITLE. WORK ORDER N0. = 17034 FILE N0. = D -1636A THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED. of Fi U QI m U 0 U -0c 0 n. m c 0 U c m E m 0 U rn c 0 c M J W 0 LL 01 N 0 rn a 0 Y m 0 N C a� a� U 2 a rn 0 N 0 N 0 N r 1. NOT USED. 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO PROVIDE FOR ALL REQUIRED DEMOLITION TO BE PERFORMED WITHOUT SPECIFICALLY ADDRESSING EACH AND EVERY ITEM. CONTRACTOR TO PROVIDE FOR ALL INCIDENTAL AND ASSOCIATED DEMOLITION REQUIRED FOR RENOVATED OR NEW WORK TO BE CONSIDERED COMPLETE, 3. DEMOLITION KEYNOTES: REFER TO KEYNOTE LEGEND FOR EXPLANATION OF EACH NUMBERED ITEM ON THE DEMOLITION PLAN. SPECIFIC DEMOLITION ITEMS ARE NOT TO BE CONSIDERED ALL INCLUSIVE: OR COMPLETE IN THEMSELVES. ADDITIONAL DEMOLITION NOT DIRECTLY INDICATED MAY BE REQUIRED TO ACHIEVE THE DESIRED RESULT. 4. DEMOLITION WORK: CARRY OUT DEMOLITION WORK TO CAUSE AS LITTLE INCONVENIENCE TO ADJACENT OCCUPIED BUILDING AREAS AS POSSIBLE. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK. PROTECT EXISTING SUPPORTING STRUCTURAL MEMBERS. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE AUTHORITIES HAVING JURISDICTION. SCHEDULE ALL DEMOLITION WORK WITH OWNER PRIOR TO START OF THE WORK. GENERAL CONTRACTOR SHALL COORDINATE ALL TRADES TO ENSURE THE WORK IS PERFORMED IN A TIMELY MANNER AS SCHEDULED. 5. EXISTING SYSTEMS: ALL EXISTING SYSTEMS SUCH AS ALARMS, ELECTRICITY, FIRE SPRINKLERS, WATER, SEWER, ETC. SHALL REMAIN ACTIVE AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, ANY EXCEPTION TO THIS SHALL BE COORDINATED WITH OWNER AND ARCHITECT PRIOR TO THE NEED. 6. REMOVE AND REPLACE EXISTING CONSTRUCTION AS NECESSARY TO COMPLETE THE MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WORK AT THIS FLOOR LEVEL, ABOVE AND BELOW. 7. THE INTEGRITY OF THE FIRE/SMOKE COMPARTMENTS SHALL BE MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION PROCESS. DURING PHASED CONSTRUCTION, SHOULD A FIRE/SMOKE BARRIER BE REMOVED, EITHER A PERMANENT NEW BARRIER OR TEMPORARY BARRIER MEETING THE REQUIREMENTS OF THAT BARRIER WHICH IS BEING REMOVED SHALL BE CONSTRUCTED BEFORE THE EXISTING BARRIER IS REMOVED. 8. IF DURING THE DEMOLITION PROCESS, THE CONTRACTOR ENCOUNTERS DAMAGE AFFECTING THE INTEGRITY OF ANY EXISTING RATED WALUMEMBRANE, THE CONTRACTOR SHALL REPAIR SUCH DAMAGE IN ORDER TO RETURN WALUMEMBRANE TO ITS INTENDED FIRE/SMOKE RATING. 9. PROVIDE TEMPORARY EMERGENCY EGRESS LIGHTING, SIGNAGE, FIRE ALARM DEVICES AND EXTINGUISHERS AS REQUIRED. 1. REMOVE EXISTING CANOPY IN ITS ENTIRETY (INCLUDING FOUNDATIONS). PROTECT EXISTING STRUCTURE TO REMAIN FROM DAMAGE AND SUPPORT STRUCTURE AS NECESSARY. SEE CIVIL DEMOLITION PLANS FOR ADDITIONAL INFORMATION. 10. CONTRACTOR SHOULD CHECK AND VERIFY ALL EXISTING CONDITIONS AT THE SITE (INCLUDING EXISTING DIMENSIONS, ETC.) AND IMMEDIATELY REPORT ANY DISCREPANCIES FROM THE CONDITIONS SHOWN ON THE CONSTRUCTION DRAWINGS IN WRITING TO THE ARCHITECT PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 11. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE DEMOLITION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING DEMOLITION. THIS INCLUDES BUT IS NOT LIMITED TO THE ADDITION OF ANY TEMPORARY BRACING, GUYS, TIE DOWNS ETC. 12. STORE ALL EXISTING BUILDING ELEMENTS TO BE SAVED AND/OR REUSED IN A CLEAN AND DRY PLACE SAFE FROM DAMAGE. 13. PROTECT ALL UTILITIES TO REMAIN WHERE REMOVAL OF EXISTING UTILITIES IS INDICATED. 14. REMOVE AND TRANSPORT DEBRIS, TRASH, ETC IN A MANNER THAT WILL PREVENT SPILLAGE ON PAVEMENTS, STREETS, CONSTRUCTION AREAS, ETC. CLEAN ANY SPILLS/DEBRIS IN COMPLIANCE WITH FED, STATE AND LOCAL REQUIREMENTS. 15. ESTABLISH PROCEDURES AND EXECUTE OPERATIONS TO PROVIDE CONTINUOUS SECURITY FOR ALL JOB SITE AND PROJECT LOCATIONS 16. PROVIDE TEMPORARY BARRIERS AND PROTECTION AS NECESSARY AND/OR AS REQUIRED BY FED, STATE OR LOCAL CODES. 17. PREPARE, APPLY AND/OR INSTALL MATERIALS TO MEET ALL MANUFACTURERS WARRANTIES AND SPECIFICATIONS. 18. NOT USED. 19. DO NOT ACCUMULATE WASTE UNNECESSARILY. REMOVE ALL GENERAL WASTE FROM PROJECT SITE PROMPTLY AND IN ACCORDANCE WITH ALL FED., STATE, AND LOCAL REQUIREMENTS. MAINTAIN PREMISES IN ACCEPTABLE CONDITION FOR CONTINUOUS UNINTERRUPTED OPERATION BY OWNER. 20. WHERE EXISTING CONDITIONS ARE REMOVED PATCH AREAS TO MATCH ADJACENT SURFACES U.O.N. (SUBMIT FINISH MATERIALS TO ARCHITECT AND OWNER FOR REVIEW APPROVAL). 21. CONTRACTOR SHALL REINFORCE AND BRACE EXISTING STRUCTURAL CONDITIONS AND BUILDING ELEMENTS PRIOR TO REMOVAL OR MODIFICATION OF ANY STRUCTURAL CONDITION AND/OR ELEMENT. I I I -- - - - - - - - - - - - - - - -'--� I / I ♦ , I 1 I � I I F-==-J==�-J==-J===- I I I 7 I I II II I � LH I IIII I I I EXISTING DRIVE CANOPY-j/1"' ANOPY I I I I I I I I II I I r I � I I I I I I I I I I I I I I I I --- �I I i � / I � I I i � I � I I ` C------------------------------------------------------------------------y CANOPY DEMOLITION PLAN SCALE: 3/16" = 1'-0" 22. REFER TO ARCHITECTURAL MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR ADDITIONAL SLAB, WALL AND/OR ROOF PENETRATIONS (AND ASSOCIATED DEMOLITION). COORDINATE ALL TRADES AND PROVIDE A RIGID, WATERPROOF CONDITION AT ALL BUILDING ENVELOPE LOCATIONS. 23. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED THEMSELVES WITH ALL EXISTING CONDITIONS. ANY QUESTIONS OR DISCREPANCIES FOUND RELATING TO THE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRITING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO FABRICATION OR MATERIALS. 24. REMOVE EXISTING UTILITIES AS INDICATED AND TERMINATE IN A MANNER CONFORMING TO THE NATIONAL RECOGNIZED CODE COVERING THE SPECIFIC UTILITY AND APPROVED BY THE ARCHITECT AND ENGINEERS. IF UTILITIES ARE ENCOUNTERED AND/OR UNCOVERED BY WORK THAT ARE NOT SHOWN ON THE DRAWINGS CONTACT THE ARCHITECT IN WRITING FOR FURTHER INSTRUCTIONS. RELOCATE, REPLACE, REPAIR, REMOVE, ETC. AS DIRECTED BY THE ARCHITECT TO THE SATISFACTION OF THE OWNER AND ARCHITECT. 25. PROTECT EXISTING WORK TO REMAIN IN PLACE, BE REUSED OR REMAIN THE PROPERTY OF THE OWNER (INCLUDING MECH., ELEC. AND PLUMBING FIXTURES/EQUIPMENT). REPAIR AND DAMAGED ITEMS AND/OR AREAS TO THE SATISFACTION OF THE OWNER AND ARCHITECT. 26. SUBMIT PROPOSED SALVAGE DEMOLITION AND REMOVAL PROCEDURES TO THE OWNER AND ARCHITECT FOR REVIEW AND APPROVAL BEFORE COMMENCEMENT OF WORK. DEMOLITION PROCEDURE INFORMATION SHALL ALSO INCLUDE A DISCONNECTION SCHEDULE OF UTILITY SERVICES AND THE SEQUENCE OF OPERATIONS. 27. PROTECT EXISTING LIGHT FIXTURES TO REMAIN FROM DAMAGE. 28. WALL DEMOLITION AT NEW DOOR/WINDOW AS WELL AS MISC OPENING LOCATIONS SHALL BE TO THE EXTENT REQUIRED TO FACILITATE NEW CONSTRUCTION. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 29. EXISTING FIRE ALARM SYSTEM AND FIRE PROTECTION SYSTEMS (INCLUDING FIRE ALARMS, ETC.) SHALL BE MAINTAINED DURING CONSTRUCTION. CONTRACTOR SHALL NOT COMPROMISE THE SYSTEM. MAINTAIN ALL FIRE PROTECTION SYSTEMS DURING CONSTRUCTION. 30. SEE GENERAL NOTES ON INDEX SHEET G-003 FOR ADDITIONAL INFORMATION. 31. PROVIDE A RIGID, WATERPROOF CONDITION AT ALL BUILDING ENVELOPE LOCATIONS. Copyright 0 2019. This drawing is the instrument of service and property of PQH Group. Any use or reproduction without the expressed written permission of this corporation is prohibited. All rights of design and invention are expressly reserved. 32. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH MAY NOT REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND NOTIFY THE ARCHITECT IMMEDIATELY OF INCONSISTENCIES BETWEEN THESE DRAWINGS AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH COh'-m_-, -TION. 33. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATEL 'Y WORK INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFOF JE TO EXISTING FIELD CONDITIONS. 34. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINEL :.; R ALL OCCUPIED AREAS OF THE BUILDING THROUGHOUT CONSTRUCTION. 35. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES AND ORDINANCES AS SET FORTH BY ALL GOVERNING AUTHORITIES. 36. THE CONTRACTOR SHOULD TAKE PRECAUTIONS TO PROPERLY SUPPORT ALL STRUCTURE. BRACE ALL STRUCTURE OR STRUCTURAL ELEMENTS AS NECESSARY DURING DEMOLITION. THE CONTRACTOR SHALL NOT CUT, ALTER, ETC. STRUCTURAL ELEMENTS/SYSTEMS IN A MANNER RESULTING IN A REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE ETC.THE CONTRACTOR SHALL SPECIFICALLY NOTIFY THE ARCHITECT OF ALL STRUCTURAL CUTS AND/OR ALTERATIONS, ETC. PRIOR TO EXECUTION. 37. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATERPROOF CONDITION AT ALL TIMES. 38. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING TO REMAIN FINISHES WHICH ARE DAMAGED DURING DEMOLITION (I.E. - CEILING GRID, CEILING TILE, WALL COVERING, FLOOR COVERINGS, ETC.) 39. MAINTAIN ALL REQUIRED EXITS DURING CONSTRUCTION. PROVIDE PROTECTION AND SEPARATION FOR EXITS AS NECESSARY AND TO THE SATISFACTION OF THE OWNER AND ARCHITECT. 40. CONTRACTOR TO PATCH AND/OR REPAIR ALL DAMAGED SURFACES CAUSED BY DEMOLITION TO MATCH ADJACENT SURFACES. 41. EACH PROJECT PHASE IS TO BE PROTECTED BY A TEMPORARY CONSTRUCTION PARTITION. ALL OTHER PHASES ARE TO REMAIN IN OPERATION DURING CONSTRUCTION. 42. PROTECT EXISTING DOORS TO REMAIN FROM DAMAGE. ADJUST THRESHOLD HEIGHTS / PROVIDE NEW THRESHOLDS AS NECESSARY. MAINTAIN EXISTING SMOKE /FIRE RATINGS - PROVIDE NEW SMOKE GASKETS AND SWEEPS (AND/OR HARDWARE) AS NECESSARY TO MAINTAIN FULL RATING AND FUNCTIONALITY - TYP. 43. NOT USED. 44. NOT USED. 45. PROVIDE A WALK OFF RENEWABLE MAT AT ALL ENTRANCES TO THE CONSTRUCTION AREA DURING CONSTRUCTION. MAINTAii' * ".IAT FOR REMOVAL OF DUST/DEBRIS DURING ALL PHASES OF CONSTRUCTION. 46. NOT USED. 47. NOT USED. 48. NOT USED. 49. NOT USED. 50. THE DISCONNECT OF ALL ELECTRICAL DEVICES REMOVED SHALL BE AT THE SUPPLY PANEL BOARD. OUTLETS AND SWITCHES SHALL BE STORED ON SITE FOR REUSE WHERE FEASIBLE, SEE ELECTRICAL DRAWINGS. 51. NOT USED. 52. ALL HOLES IN FLOORS OR WALLS AS A RESULT OF DEMOLITION SHOULD BE FILLED AND SEALED TO MAINTAIN EXISTING FIRE AND SMOKE RATINGS OF FLOOR OR WALL SYSTEMS ACCORDING TO APPROVED UL DESIGN NO. SPECIFICATIONS AND DETAILS- MATCH EXISTING BUILDING FIRE RATED SYSTEMS. MAINTAIN ALL EXISTING FIRE AND/OR SMOKE RATED ASSEMBLIES. I P -OH G R O U P ARCHITECTURE - INTERIORS DESIGN - 4141 Southpoint Drive East Jacksonville, Florida 32216 (904) 224-0001 z 0 U) W Q DAT 12/10/2019 B 19020 Z Z J V/ Z 2z�o O U) W J ?Er p .jO O I"_ m o UQ zLL CD O o = z - Z gW W rr M Z W V WF LL - Z F'- W z z W Z �. WW OQ JU LL SHEET ID: A101 Z J C Z z O U) W J v p Q W 2 W 0 W 0. SHEET ID: A101 DESIGN CRITERIA: DESIGN CODE: 2017 FLORIDA BUILDING CODE (FBC) RESIDENTIAL w/LATEST SUPPLEMENTS BASIC WIND SPEED: 140 MPH OCCUPANCY: INSTITUTIONAL GROUP 1-2 RISK CATEGORY: III WIND EXPOSURE: C DESIGN LIVE LOADS: ROOF: 20 PSF DESIGN DEAD LOADS: ROOF: 15 PSF GENERAL NOTES: 1. CODES USED: 2017 FLORIDA BUILDING CODE, ACI, AISC AND ASCE-7-10. ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. 5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD. _DESIGN SPECIFICATIONS: SOILS: A. MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2,000 PSF B. REFER TO: "REPORT OF A GEOTECHNICAL EXPLORATION" COLEMAN CENTER PORTE-COCHERE REPLACEMENT, ATLANTIC BEACH, FLORIDA DATED NOVEMBER 22, 2019, PROJECT N'. 0930.1900232.0000, REPORT N'. 172041, PREPARED BY UNIVERSAL ENGINEERING SERVICES, JACKSONVILLE FL. 32257 C. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED IN THESE PLANS. THE FILL BELOW THE FOUNDATION SHALL BE FREE OF DEBRIS, ORGANIC MATERIAL OR ANY OTHER DELETERIOUS MATERIAL. D. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF 3'-0" BELOW THE BOTTOM OF THE FOOTING. E. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS. CONCRETE: A. CONCRETE SHALL BE IN ACCORDANCE WITH FBC & ACL B. CAST -IN-PLACE CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF: FOUNDATIONS ................................. 4,000 PSI SLAB ON -GRADE ........................... 4,000 PSI OTHER CONCRETE .......................... 3,000 PSI C. NO WATER SHALL BE ADDED TO THE CONCRETE, AFTER THE TRUCK HAS LEFT THE BATCH PLANT WITHOUT AUTHORIZATION FROM THE ENGINEER -OF -RECORD (EOR), UNLESS THE DELIVERY TICKET INDICATES AN AMOUNT OF WATER THAT IS ALLOWED TO BE ADDED AT THE JOB SITE, AFTER AUTHORIZATION BY THE TESTING LAB REPRESENTATIVE. D. CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE STRUCTURAL EOR FOR REVIEW & APPROVAL. SUBMITTALS SHALL INCLUDE CERTIFICATES FOR AGGREGATES, ADDITIVES AND CEMENTITIOUS MATERIALS, E. THE READY MIX COMPANY SUPPLYING THE CONCRETE SHALL COMPLY WITH ASTM C94 & SHALL BE A NRMCA CERTIFIED MANUFACTURER. F. CONCRETE ADMIXTURES SHALL NOT CONTAIN ANY CALCIUM-CLORIDE. G. CONCRETE SHALL BE NORMAL WEIGHT (±145 PCF) CONCRETE WITH A MIN. OF 3% AIR ENTRAINMENT. H. FLY ASH (ASTM C618) OR SLAG CEMENT (ASTM C989) MAY BE SUBSTITUTED FOR UP TO 40% OF THE PORTLAND CEMENT (ASTM C150; TYPE 1/II). FLY ASH SHALL NOT EXCEED 25% OF CEMENTITIOUS MATERIALS. I. MAXIMUM WATER TO CEMENT (W/C) RATIO SHALL NOT EXCEED 0.50. J. CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING & INSPECTING AGENCY, ACCEPTABLE TO THE OWNER, TO PERFORM FIELD TESTS, INSPECTIONS AND PREPARE TEST/INSPECTION REPORTS. K. TESTING AGENCY SHALL OBTAIN THE FOLLOWING, PER ASTM C172: 1. SLUMP, PER ASTM C143, FOR EACH TRUCK LOAD. 2. AIR CONTENT, PER ASTM C213, FOR THE FIRST AND EACH FIFTH TRUCK AFTER THAT. 3. TEMPERATURE, PER ASTM C1064, FOR EACH TRUCK. 4. STRENGTH. PER ASTM C31, FOR EACH MIX DESIGN THAT DAY & FOR EVERY 50 CYD OF CONCRETE PLACED EACH DAY. L. CAST & FIELD CURE FOUR STANDARD CYLINDERS. TEST, PER ASTM C39, ONE CYLINDER AT 7 DAYS, TWO CYLINDERS AT 28 DAYS & HOLD ONE CYLINDER FOR FUTURE TESTING. M. NOTIFY EOR, WITHIN 24 HOURS, IF 7 DAY CYLINDER IS LESS THAN 60% OF DESIGN STRENGTH. Y z z 07 I le - 0 z • N 1 c rn I N CONCRETE REINFORCEMENT: A. STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN THESE PLANS. B. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 C. CONCRETE COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOWS: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 2" FOR CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND %" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND D. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. CORNER REINFORCEMENT SHALL BE LAPPED 30". E. ALL REINFORCING STEEL SHALL BE PLACED IN ,ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. STEEL: • ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC, AISC & AWS. • ALL PLATES AND MISC STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A36 MATERIAL. • ALL STRUCTURAL STEEL SHALL BE ASTM A992-GR50. • ALL FILLET WELDS SHALL CONFORM TO SECTION J2.2B OF AISC SPECIFICATIONS, EVEN WHEN SHOWN OTHERWISE ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. • ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON STRUCTURAL DRAWINGS, BUT NOT SIZED SHALL BE MINIMUM OF jj" FILLET, 2: EACH END AND 2" AT 12" O.C. BOTH SIDES. • ALL WELDS MADE TO PRIMARY MEMBERS SHALL 13E MADE WITH E70XX ELECTRODES. • AN AISC CERTIFIED FABRICATION PLANT SHALL 13E USED TO DETAIL & FABRICATE THE STRUCTURAL STEEL. IN LIEU OF USING AN AISC CERTIFIED PLANT SHEAR CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER & CALCULATIONS SHALL BE SUBMITTED TO THE EOR FOR REVIEW. • ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS, A563 & F436 WASHERS, AND SHALL BE TIGHTENED BY THE TURN -OF -THE -BUT METHOD. • BASE PLATE GROUT SHALL COMPLY WITH ASTM C1107 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5KSI. • ALL STEEL SHALL RECEIVE ONE COAT OF THE STANDARD SHOP PRIMER. • DO NOT USE THERMAL CUTTING DURING ERECTION. DO NOT ENLARGE UNFAIR HOLES IN MEMBER BY BURNING OR USING DRIFT PINS. • CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM VISUAL INSPECTIONS OF THE BOLTED & WELDED CONNECTIONS. • CONTRACTOR/ERECTOR SHALL COMPLY WITH ALL OSHA & LOCAL REQUIREMENTS FOR THE ERECTION OF STRUCTURAL STEEL. • THE CONTRACTOR/ERECTOR IS RESPONSIBLE FOR TEMPORARY BRACING & STABILITY OF THE STRUCTURAL FRAME SYSTEM. ANCHOR BOLTS: A. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A36 OR ASTM F1554 GRADE 36. B. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM F436 GRADE 36. C. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A563 GRADE A HEX. D. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): SIMPSON STRONG -TIE CO., PRODUCT: ET -HP. E. EPDXY ANCHORS SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATION FOR HOLE PREPARATION & ANCHOR INSTALLATION. SHOP DRAWING SUMUMITTALS' THE GENERAL CONTRACTOR SHALL SUBMIT, FOR APPROVAL, THE FOLLOWING ITEMS: CONCRETE MIX DESIGNS, REBAR LAYOUT DRAWINGS, STRUCTURAL STEEL FRAME DRAWINGS. 1 V—R" CV I I � COL & lo BASE PL. I I o Y COL & BASE PL. BASE PL 1j"x1'-8"x1'-8" W10 COL, w/(4) 1 "0 F1554-36 HVY PER PLAN HEX BOLTS. w/16" MIN. EMBED w/5" PROJ. TYP, TYPICAL FRAME COL. FOOTING BASE PLATE DETAIL. DETAIL Al SCALE: 3/4"= V-0" (:) Copyright © 2019. This drawing is the instrument of service and property of PQH Group. Any use or reproduction without the expressed written permission of this corporation is prohibited. All rights of design and invention are expressly reserved. SCALE: 1 1 /2"= 1'—n" STRUCTURAL DESIGN BASED ON ARCHITECTURAL PLANS PROVIDED BY: PQH ARCHITECTS DATED 12.10.19 M■ ■ THESE STRUCTURAL PLANS WERE PREPARED WITH CAD FILES OF THE ARCHITECTURAL FLOOR PLANS PROVIDED BY THE ARCHITECT. ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY OF THESE PLANS AND RECOMMENDS THAT CONTRACTOR REVIEWS THESE STRUCTURAL WITH CLIENT FOR APPROVAL OF DIMENSIONING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMS. AND NOTIFY E.O.R. IF ASSUMPTIONS OR INFORMATION IS INCORRECT. THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL PLANS PROVIDED TO BAKER DESIGN BUILD, LLC., OR IF CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN. FUTURE EXPANSION I I 1Y ARTIAL FOUNDATION PLA N FOUNDATION NOTES: 1. FOR "GENERAL NOTES", "DESIGN CRITERIA" & "DESIGN SPECIFICATIONS', SEE THIS SHEET 2. REFER TO ARCH. FLOOR PLAN FOR DIMS NOT SHOWN. 3. ALL ELEVATIONS ARE BASED ON A DATUM T/ SLAB ELEVATION OF 100'-0". COORD ACTUAL ELEVATION W/ CIVIL. 4. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 5. ALLOWABLE SOIL BEARING CAPACITY = 2,000 PSF 6. SOIL COMPACTION AND FILL SHALL BE IN ACCORDANCE WITH FBC 1804.3 AND SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D1557 AND THE GEOTECHNICAL REPORT. i ARCHITECTURE -INTERIORS DESIGN -BUILD SERVICES 4141 Southpoint Drive East Jacksonville, Florida 32216 (904) 224-0001 www.pqh.com D UR •��cP`�.�.� C ENS�;••- S. No. 80630 ; =_ =fit; * •�= STATE OF -'��.•�'� O R I `�JP ON '�WURICGUEN, FADS D. P.E. FL LICENSE NO. 80630 DATE: 12/18/2019 JOB NO.: 19020 z 0 a U Uj w 0 LU 0 z 0 w Y a Z CQ v) G Z Q LLJ ® 0 J "'� Ir �-' CO p oQ(-D_j U > z L - (!)O o� Z Z Z Q —W SW Z � W U LU~ 4� II-_ LLZ F- Z z W W oQ U U_ Z C/) p J <C �y— F_ LL. Q W �z 0 a - UZ 0 �zU W 0 " 0 LU a. Cf)v < F— v, — 7.) W rro® a >_ `fid CL 45 Y COL & BASE PL. BASE PL 1j"x1'-8"x1'-8" W10 COL, w/(4) 1 "0 F1554-36 HVY PER PLAN HEX BOLTS. w/16" MIN. EMBED w/5" PROJ. TYP, TYPICAL FRAME COL. FOOTING BASE PLATE DETAIL. DETAIL Al SCALE: 3/4"= V-0" (:) Copyright © 2019. This drawing is the instrument of service and property of PQH Group. Any use or reproduction without the expressed written permission of this corporation is prohibited. All rights of design and invention are expressly reserved. SCALE: 1 1 /2"= 1'—n" STRUCTURAL DESIGN BASED ON ARCHITECTURAL PLANS PROVIDED BY: PQH ARCHITECTS DATED 12.10.19 M■ ■ THESE STRUCTURAL PLANS WERE PREPARED WITH CAD FILES OF THE ARCHITECTURAL FLOOR PLANS PROVIDED BY THE ARCHITECT. ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY OF THESE PLANS AND RECOMMENDS THAT CONTRACTOR REVIEWS THESE STRUCTURAL WITH CLIENT FOR APPROVAL OF DIMENSIONING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMS. AND NOTIFY E.O.R. IF ASSUMPTIONS OR INFORMATION IS INCORRECT. THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL PLANS PROVIDED TO BAKER DESIGN BUILD, LLC., OR IF CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN. FUTURE EXPANSION I I 1Y ARTIAL FOUNDATION PLA N FOUNDATION NOTES: 1. FOR "GENERAL NOTES", "DESIGN CRITERIA" & "DESIGN SPECIFICATIONS', SEE THIS SHEET 2. REFER TO ARCH. FLOOR PLAN FOR DIMS NOT SHOWN. 3. ALL ELEVATIONS ARE BASED ON A DATUM T/ SLAB ELEVATION OF 100'-0". COORD ACTUAL ELEVATION W/ CIVIL. 4. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 5. ALLOWABLE SOIL BEARING CAPACITY = 2,000 PSF 6. SOIL COMPACTION AND FILL SHALL BE IN ACCORDANCE WITH FBC 1804.3 AND SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D1557 AND THE GEOTECHNICAL REPORT. i ARCHITECTURE -INTERIORS DESIGN -BUILD SERVICES 4141 Southpoint Drive East Jacksonville, Florida 32216 (904) 224-0001 www.pqh.com D UR •��cP`�.�.� C ENS�;••- S. No. 80630 ; =_ =fit; * •�= STATE OF -'��.•�'� O R I `�JP ON '�WURICGUEN, FADS D. P.E. FL LICENSE NO. 80630 DATE: 12/18/2019 JOB NO.: 19020 z 0 a U Uj w 0 LU 0 z 0 w Y a Z CQ v) G Z Q LLJ ® 0 J "'� Ir �-' CO p oQ(-D_j U > z L - (!)O o� Z Z Z Q —W SW Z � W U LU~ 4� II-_ LLZ F- Z z W W oQ U U_ Z C/) p J <C �y— F_ LL. Q W �z 0 a - UZ 0 �zU W 0 " 0 LU a. Cf)v < F— v, — 7.) W rro® a >_ `fid CL 45 Z C/) p J <C �y— F_ LL. Q W �z 0 a - UZ 0 �zU W 0 " 0 LU a. Cf)v < F— v, — 7.) W rro® a >_ `fid CL 45 Y (A C) W A,\ Q / y 0 C) � w0 y� g r, • S)-�\ S ��o • ST < • o � N 51_ 7C /my �'v� ��J s • =m�'m22 �zmED Q < m2-ZI�ACQ cnAz"!22 00=0m� dA�ZCAi�n L rO x3aAo� MSO 0o m Q N `"IRzco 00 � CP M W r- I Z 2z2 0 I ri CD G7 C Ocm 0) CA m=aZ�m W 00 � D ^'2mz N M p on�AZ� N D m = � ovmvzon Cn TI- �;u (n =Az�yN X r m D m +z'azvy z ---1-0 ��(('�� m p 00 TJ z l I m Cn v,m o C,a00 Z m= rOD rn I D z N mrn om4- (.0 )CA 2"�ITI cinn NN m W 2� ,mm2 cn Z mN Ql n��nc'no� p n 0mm m mA m tic�i�n Q C— �onc Om fel D�1���1 O m cnN-•-���- 0;00 N C-zOM-M �(ZI-I O o�m oZo�� nCr -P p O D �I 0 m 0 rm L- 0 'rr DND=� r- --j II 11 o 0v0->rD Z -Ti (-n r Z �m>D-C -0�� O r- q--, =m T ZrOr-I ZD m 0 C) C)cn 0 to = cn =I II —I�� �;UO-{D O z J 0;;oDD�o�Z� cZi> MM r ,{ 00 O0 O <NZy= oC z myOp� I ZM C OCC�C l l �< m O �� mNmNri� 0 � o r� D -<m� -n O z o c) o ; �'M �7l II J 2�0N N 0 X I rn o mD�m O °' z D 11 v 2 CIO/ • t O � -� G J m�u�v ai���A�o��mc� vNiov tnAA gzz ;�Az-xxx bc>ac� .� �r�m rm tomo 6 roro��xmx'emym$;,dos- 7n=�ovcimN��v.m�A<`�m$m��g;��'$��xmos�„�=�sm=cviv$o��� m 1219? RmM�r�m�p m mA mAz O OA N <N C Ao to _F x0 -h 'ry x0tnna O 2 p5 2 y1� y0 �m�Sj;Ci gO� �,z����2�i~im nzitziz a; -came AHC o m'- "Jzro-S oo vcic��SFicivoraAo''rT- tn-oc� z rgz m m z S o�A c2 0 22 Cz z �I ooro QD A z zOroxR Z O r r ti O ro y0 a A � maA �D m v'�xxF n A O v_ m m ^ym o O I c X y2 nyA,m pC ��pa -I N z ti H A A A A A A a O T g f oo$cAcmz z x x x x z Z`mtb�tmmtbn tb�i<cZ�ZC�02A~^�~mO fA m N ONi U p G N O b mV 0 W 4 W N p b fbV Oa4i D A W N �+ 7�m zzzzzo 00 N�vvo �A�vx -� 00000� � R �j mtn to to m m mroro mzN to mztn N roto ab roN N to roto am N oto atn k aN to �m �tn dao yvzQ'v0'o i�cc--: N tn"' P v v zo s o ti= ooSS �N `� "t 1� _� ro�"�"� ro� ro� roc mr A AyA z Fd n m's tns o c y�A a �xA xsv rO10 rrrp°1 Sxp ab im p 2 Av fv ro ro ro �P p o �v sip rry O O x aD i v N m2D z0 ; 2bz m ;1� 220 ~� 2fn of 2Y� �� zY� 'tom Zv 5b RICO ;1?C yJ� rr�b yx m tax roA X X <to z azo A A� D OrU1 �m r C r �m� �ro aro �A z Mz CCa-o r R. m m r r '� X. 1{L y OA^t;�c 2 1k ^�,j bro m ^U ^n ^ r Z Z mZ PA �nl g t A81- <o $- mo a 2 om �2' a oo a Qe zr �rr �I�-•{{ z A mi n roi ; z z a ro n a a m a s z a % 20 m $ Z Q ^'I � o NmAmb r z -'�g i4� - �v R r�p�{ �o �v �v yb �v �R ar yZ C� O n V y =A x- o ? z m x zn� p x z ? v� 9 tZi z m ^ cor Nr �r �t_ii p to ...r ®'^ r mX R. �t7i i t� ir, ^t`n ^t! tx'IN 00�� nl m O O 20 20 -•?O ONO C NO <ro !PoCry �p (n 2xm v c� F p z Copt a o r Z bQC fyG ?b ?O 04 NC NC ?Q �oG OC VG WG �C WC OC VC VZ NC vrn i�Na = m �om Nz A oz rb. m� yjz z',o`R o � �Nzro� '°� < by- < ct3' b� q b� n a v v Nmz � o mz b� mm oso vc�mo ` ;v �ttc � c � v�S n o roo b,o mo o v oOoA r oa o o o om ;o b 0 --3 nmj mb < < G b2 b= Z < < bz �� .' �< < < < - c n'3 n--0 y to� bro .n� AA Nro 2 c--roi "ro b _ v Vl � - _ � • � � � b ' y ro - D b ~ � U b ~ N ~ b ~ N ~ � ~ b ' i m Z m ' i : � M m � 1 51 b N b r 0 D • O� • m U/ • O O r z`S , t7 • - 1Q n y C) ,,* O V J O m�u�v ai���A�o��mc� vNiov tnAA gzz ;�Az-xxx bc>ac� .� �r�m rm tomo 6 roro��xmx'emym$;,dos- 7n=�ovcimN��v.m�A<`�m$m��g;��'$��xmos�„�=�sm=cviv$o��� m 1219? RmM�r�m�p m mA mAz O OA N <N C Ao to _F x0 -h 'ry x0tnna O 2 p5 2 y1� y0 �m�Sj;Ci gO� �,z����2�i~im nzitziz a; -came AHC o m'- "Jzro-S oo vcic��SFicivoraAo''rT- tn-oc� z rgz m m z S o�A c2 0 22 Cz z �I ooro QD A z zOroxR Z O r r ti O ro y0 a A � maA �D m v'�xxF n A O v_ m m ^ym o O I c X y2 nyA,m pC ��pa -I N z ti H A A A A A A a O T g f oo$cAcmz z x x x x z Z`mtb�tmmtbn tb�i<cZ�ZC�02A~^�~mO fA m N ONi U p G N O b mV 0 W 4 W N p b fbV Oa4i D A W N �+ 7�m zzzzzo 00 N�vvo �A�vx -� 00000� � R �j mtn to to m m mroro mzN to mztn N roto ab roN N to roto am N oto atn k aN to �m �tn dao yvzQ'v0'o i�cc--: N tn"' P v v zo s o ti= ooSS �N `� "t 1� _� ro�"�"� ro� ro� roc mr A AyA z Fd n m's tns o c y�A a �xA xsv rO10 rrrp°1 Sxp ab im p 2 Av fv ro ro ro �P p o �v sip rry O O x aD i v N m2D z0 ; 2bz m ;1� 220 ~� 2fn of 2Y� �� zY� 'tom Zv 5b RICO ;1?C yJ� rr�b yx m tax roA X X <to z azo A A� D OrU1 �m r C r �m� �ro aro �A z Mz CCa-o r R. m m r r '� X. 1{L y OA^t;�c 2 1k ^�,j bro m ^U ^n ^ r Z Z mZ PA �nl g t A81- <o $- mo a 2 om �2' a oo a Qe zr �rr �I�-•{{ z A mi n roi ; z z a ro n a a m a s z a % 20 m $ Z Q ^'I � o NmAmb r z -'�g i4� - �v R r�p�{ �o �v �v yb �v �R ar yZ C� O n V y =A x- o ? z m x zn� p x z ? v� 9 tZi z m ^ cor Nr �r �t_ii p to ...r ®'^ r mX R. �t7i i t� ir, ^t`n ^t! tx'IN 00�� nl m O O 20 20 -•?O ONO C NO <ro !PoCry �p (n 2xm v c� F p z Copt a o r Z bQC fyG ?b ?O 04 NC NC ?Q �oG OC VG WG �C WC OC VC VZ NC vrn i�Na = m �om Nz A oz rb. m� yjz z',o`R o � �Nzro� '°� < by- < ct3' b� q b� n a v v Nmz � o mz b� mm oso vc�mo ` ;v �ttc � c � v�S n o roo b,o mo o v oOoA r oa o o o om ;o b 0 --3 nmj mb < < G b2 b= Z < < bz �� .' �< < < < - c n'3 n--0 y to� bro .n� AA Nro 2 c--roi "ro b _ v Vl � - _ � • � � � b ' y ro - D b ~ � U b ~ N ~ b ~ N ~ � ~ b ' i m Z m ' i : � M m � 1 51 b N b r 0 7 D O� m U/ i-� O O r z`S m 00 O z 0 n y C) ,,* O V J O I �N� O O O m Z x C _� D �D z V) mm C C I • 1 C/) O C ..� D r 7 z of n rn 0 v N O N O N 1. REMOVE EXISTING CANOPY IN ITS ENTIRETY (INCLUDING FOUNDATIONS). PROTECT EXISTING STRUCTURE TO REMAIN FROM DAMAGE AND SUPPORT STRUCTURE AS NECESSARY. SEE CIVIL DEMOLITION PLANS FOR ADDITIONAL INFORMATION. I R-- - - - - - - - - - - - - - - - -'-- � \ , I I \ I i I F -' I I II I I I I I lH I EXISTING DRIVE CANOPY-/II'II I I I I I II I I Aj ! I I I I I I I I i I I I I I I I I I II I /� \ I I / \ / I / ` I / I -------------- ---- ---------------------------------- ---------------------------------------------------------------� CANOPY DEMOLITION PLAN SCALE: 3/16 - 1 -0 Copyright © 2019. This drawing is the instrument of service and property of PQH Group. Any use or reproduction without the expressed written permission of this corporation is prohibited. All rights of design and invention are expressly reserved. ARCHITECTURE- INTERIORS DESIGN - 4141 Southpoint Drive East Jacksonville, Florida 32216 (904) 224-0001 DAT 12/10/2019 B 19020 z O D W Uj � E- _U W W U W WU'^^ SHEET ID: ow �N RAL;» L T1 ns ISI IT N NOTE NOE io s: ss 1. NOT USED. 10. CONTRACTOR SHOULD CHECK AND VERIFY ALL EXISTING CONDITIONS AT THE SITE (INCLUDING EXISTING DIMENSIONS, ETC.) AND IMMEDIATELY REPORT ANY 22. REFER TO ARCHITECTURAL MECHANICAL, PLUMBING AND ELECTRICAL 32. THESE DRAWINGS HAVE BEEN DEVELOPED FROM EXISTING DRAWINGS WHICH C 43. NOT USED. 2. IT IS THE INTENT OF THE CONTRACT DOCUMENTS TO PROVIDE FOR ALL DISCREPANCIES FROM THE CONDITIONS SHOWN ON THE CONSTRUCTION DRAWINGS FOR ADDITIONAL SLAB, WALL AND/OR ROOF PENETRATIONS (AND ASSOCIATED DEMOLITION). COORDINATE ALL TRADES AND PROVIDE A RIGID, MAY NOT REFLECT ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL REQUIRED DEMOLITION TO BE PERFORMED WITHOUT SPECIFICALLY DRAWINGS IN WRITING TO THE ARCHITECT PRIOR TO THE COMMENCEMENT WATERPROOF CONDITION AT ALL BUILDING ENVELOPE LOCATIONS. VERIFY THESE DRAWINGS WITH EXISTING FIELD CONDITIONS AND NOTIFY THE 44. NOT USED, ADDRESSING EACH AND EVERY ITEM. CONTRACTOR TO PROVIDE FOR ALL OF CONSTRUCTION. ARCHITECT IMMEDIATELY OF INCONSISTENCIES BETWEEN THESE DRAWINGS INCIDENTAL AND ASSOCIATED DEMOLITION REQUIRED FOR RENOVATED OR 23. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR HAVING VISITED THE AND ACTUAL CONDITIONS BEFORE PROCEEDING WITH COi .. '. � 'TION. 45. PROVIDE A WALK OFF RENEWABLE MAT AT ALL ENTRANCES TO THE NEW WORK TO BE CONSIDERED COMPLETE. 11. IT IS THE CONTRACTORS SOLE RESPONSIBILITY TO DETERMINE DEMOLITION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE BUILDING AND SITE AND HAVING FAMILIARIZED THEMSELVES WITH ALL EXISTING CONDITIONS. 33. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATEL "WORK CONSTRUCTION AREA DURING CONSTRUCTION. MAINTAi ?AT FOR REMOVAL OF DUST/DEBRIS DURING ALL PHASES OF 3. DEMOLITION KEYNOTES: REFER TO KEYNOTE LEGEND FOR EXPLANATION OF ITS COMPONENT PARTS DURING DEMOLITION. THIS INCLUDES BUT IS NOT ANY QUESTIONS OR DISCREPANCIES FOUND RELATING TO THE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN INDICATED IN THE CONTRACT DOCUMENTS CANNOT BE PERFOF JE TO CONSTRUCTION. EACH NUMBERED ITEM ON THE DEMOLITION PLAN. SPECIFIC DEMOLITION ITEMS LIMITED TO THE ADDITION OF ANY TEMPORARY BRACING, GUYS, TIE DOWNS WRITING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. FIELD VERIFY EXISTING FIELD CONDITIONS. 46. NOT USED. ARE NOT TO BE CONSIDERED ALL INCLUSIVE: OR COMPLETE IN THEMSELVES. ADDITIONAL DEMOLITION NOT DIRECTLY INDICATED MAY BE REQUIRED TO ETC. ALL EXISTING CONDITIONS PRIOR TO FABRICATION OR MATERIALS. 34. THE CONTRACTOR SHALL VERIFY THAT EXIT EGRESS IS MAINTAINEL ALL 47. NOT USED. ACHIEVE THE DESIRED RESULT. 12. STORE ALL EXISTING BUILDING ELEMENTS TO BE SAVED AND/OR REUSED IN A 24. REMOVE EXISTING UTILITIES AS INDICATED AND TERMINATE IN A MANNER OCCUPIED AREAS OF THE BUILDING THROUGHOUT CONSTRUCTION. 4. DEMOLITION WORK: CARRY OUT DEMOLITION WORK TO CAUSE AS LITTLE CLEAN AND DRY PLACE SAFE FROM DAMAGE. CONFORMING TO THE NATIONAL RECOGNIZED CODE COVERING THE SPECIFIC 35. DEMOLITION WORK SHALL BE EXECUTED IN CONFORMANCE WITH ALL CODES 48. NOT USED. INCONVENIENCE TO ADJACENT OCCUPIED BUILDING AREAS AS POSSIBLE. 13. PROTECT ALL UTILITIES TO REMAIN WHERE REMOVAL OF EXISTING UTILITIES IS UTILITY AND APPROVED BY THE ARCHITECT AND ENGINEERS. IF UTILITIES ARE ENCOUNTERED AND/OR UNCOVERED BY WORK THAT ARE NOT SHOWN ON THE AND ORDINANCES AS SET FORTH BY ALL GOVERNING AUTHORITIES. 49. NOT USED. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE NEW WORK. PROTECT EXISTING SUPPORTING STRUCTURAL INDICATED. DRAWINGS CONTACT THE ARCHITECT IN WRITING FOR FURTHER INSTRUCTIONS. RELOCATE, REPLACE, REPAIR, REMOVE, ETC. 36. THE CONTRACTOR SHOULD TAKE PRECAUTIONS TO PROPERLY SUPPORT ALL 50. THE DISCONNECT OF ALL ELECTRICAL DEVICES REMOVED SHALL MEMBERS. PERFORM DEMOLITION IN ACCORDANCE WITH APPLICABLE 14. REMOVE AND TRANSPORT DEBRIS, TRASH, ETC IN A MANNER THAT WILL AS DIRECTED BY THE ARCHITECT TO THE SATISFACTION OF THE OWNER AND ARCHITECT STRUCTURE. BRACE ALL STRUCTURE OR STRUCTURAL ELEMENTS AS BE AT TH SUPPLY PANEL BOARD. OUTLETS AND E SWITCHES SHALL BE STORED ON SITE AUTHORITIES HAVING JURISDICTION. SCHEDULE ALL DEMOLITION WORK WITH OWNER PRIOR TO START OF THE WORK. GENERAL CONTRACTOR SHALL PREVENT SPILLAGE ON PAVEMENTS, STREETS, CONSTRUCTION AREAS, ETC. CLEAN ANY SPILLS/DEBRIS IN COMPLIANCE WITH . NECESSARY DURING DEMOLITION. THE CONTRACTOR SHALL NOT CUT, ALTER, ETC. STRUCTURAL ELEMENTS/SYSTEMS IN A MANNER RESULTING INA FOR REUSE WHERE FEASIBLE, SEE ELECTRICAL DRAWINGS, COORDINATE ALL TRADES TO ENSURE THE WORK IS PERFORMED IN A TIMELY FED, STATE AND LOCAL REQUIREMENTS. 25. PROTECT EXISTING WORK TO REMAIN IN PLACE, BE REUSED OR REMAIN THE PROPERTY OF THE OWNER (INCLUDING MECH., ELEC. AND REDUCTION OF LOAD CARRYING CAPACITY OR LOAD/DEFLECTION RATIO. 51. NOT USED. MANNER AS SCHEDULED. 15. ESTABLISH PROCEDURES AND EXECUTE OPERATIONS TO PROVIDE PLUMBING FIXTURES/EQUIPMENT). REPAIR AND DAMAGED ITEMS AND/OR AREAS TO THE SATISFACTION OF THE OWNER AND ARCHITECT. PREVENT MOVEMENT OR SETTLEMENT OF STRUCTURE ETC.THE CONTRACTOR SHALL SPECIFICALLY NOTIFY THE ARCHITECT OF ALL STRUCTURAL CUTS 52. ALL HOLES IN FLOORS OR WALLS AS A RESULT OF DEMOLITION SHOULD BE 5. EXISTING SYSTEMS: ALL EXISTING SYSTEMS SUCH AS ALARMS, ELECTRICITY, CONTINUOUS SECURITY FOR ALL JOB SITE AND PROJECT LOCATIONS AND/OR ALTERATIONS, ETC. PRIOR TO EXECUTION. FILLED AND SEALED TO MAINTAIN EXISTING FIRE AND SMOKE RATINGS OF FIRE SPRINKLERS, WATER, SEWER, ETC. SHALL REMAIN ACTIVE AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION, ANY EXCEPTION TO THIS 16. PROVIDE TEMPORARY BARRIERS AND PROTECTION AS NECESSARY AND/OR 26. SUBMIT PROPOSED SALVAGE DEMOLITION AND REMOVAL PROCEDURES TO THE OWNER AND ARCHITECT FOR REVIEW AND APPROVAL BEFORE 37. THE EXISTING BUILDING ENVELOPE SHALL BE MAINTAINED IN A WATERPROOF FLOOR OR WALL SYSTEMS ACCORDING TO APPROVED UL DESIGN NO. SPECIFICATIONS AND DETAILS - MATCH EXISTING BUILDING FIRE RATED SHALL BE COORDINATED WITH OWNER AND ARCHITECT PRIOR TO THE NEED. AS REQUIRED BY FED, STATE OR LOCAL CODES. COMMENCEMENT OF WORK. DEMOLITION PROCEDURE INFORMATION SHALL CONDITION AT ALL TIMES. SYSTEMS. MAINTAIN ALL EXISTING FIRE AND/OR SMOKE RATED ASSEMBLIES. 6. REMOVE AND REPLACE EXISTING CONSTRUCTION AS NECESSARY TO 17. PREPARE, APPLY AND/OR INSTALL MATERIALS TO MEET ALL MANUFACTURERS ALSO INCLUDE A DISCONNECTION SCHEDULE OF UTILITY SERVICES AND THE SEQUENCE OF OPERATIONS. 38. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING TO REMAIN COMPLETE THE MECHANICAL, ELECTRICAL AND PLUMBING DEMOLITION WORK WARRANTIES AND SPECIFICATIONS. FINISHES WHICH ARE DAMAGED DURING DEMOLITION (I.E. - CEILING GRID, AT THIS FLOOR LEVEL, ABOVE AND BELOW. 27. PROTECT EXISTING LIGHT FIXTURES TO REMAIN FROM DAMAGE. CEILING TILE, WALL COVERING, FLOOR COVERINGS, ETC.) 18. NOT USED. 7. THE INTEGRITY OF THE FIRE/SMOKE COMPARTMENTS SHALL BE MAINTAINED AT WALL DEMOLITION AT NEW DOOR/WINDOW AS WELL AS MISC OPENING 39. MAINTAIN ALL REQUIRED EXITS DURING CONSTRUCTION. PROVIDE28. ALL TIMES DURING THE CONSTRUCTION PROCESS. DURING PHASED 19. DO NOT ACCUMULATE WASTE UNNECESSARILY. REMOVE ALL GENERAL WASTE LOCATIONS SHALL BE TO THE EXTENT REQUIRED TO FACILITATE NEW PROTECTION AND SEPARATION FOR EXITS AS NECESSARY AND TO THE CONSTRUCTION, SHOULD A FIRE/SMOKE BARRIER BE REMOVED, EITHER A FROM PROJECT SITE PROMPTLY AND IN ACCORDANCE WITH ALL FED., STATE, CONSTRUCTION. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING SATISFACTION OF THE OWNER AND ARCHITECT. PERMANENT NEW BARRIER OR TEMPORARY BARRIER MEETING THE REQUIREMENTS OF THAT BARRIER WHICH IS BEING REMOVED SHALL BE AND LOCAL REQUIREMENTS. MAINTAIN PREMISES IN ACCEPTABLE CONDITION FOR CONTINUOUS UNINTERRUPTED OPERATION BY OWNER. AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 40. CONTRACTOR TO PATCH AND/OR REPAIR ALL DAMAGED SURFACES CAUSED BY CONSTRUCTED BEFORE THE EXISTING BARRIER IS REMOVED. 29. EXISTING FIRE ALARM SYSTEM AND FIRE PROTECTION SYSTEMS (INCLUDING DEMOLITION TO MATCH ADJACENT SURFACES. 8. IF DURING THE DEMOLITION PROCESS, THE CONTRACTOR ENCOUNTERS 20. WHERE EXISTING CONDITIONS ARE REMOVED PATCH AREAS TO MATCH ADJACENT SURFACES U.O.N. (SUBMIT FINISH MATERIALS TO ARCHITECT AND FIRE ALARMS, ETC.) SHALL BE MAINTAINED DURING CONSTRUCTION. CONTRACTOR SHALL NOT COMPROMISE THE SYSTEM. 41. EACH PROJECT PHASE IS TO BE PROTECTED BY A TEMPORARY DAMAGE AFFECTING THE INTEGRITY OF ANY EXISTING RATED OWNER FOR REVIEW APPROVAL). MAINTAIN ALL FIRE PROTECTION SYSTEMS DURING CONSTRUCTION. CONSTRUCTION PARTITION. ALL OTHER PHASES ARE TO REMAIN IN OPERATION WALUMEMBRANE, THE CONTRACTOR SHALL REPAIR SUCH DAMAGE IN ORDER DURING CONSTRUCTION. TO RETURN WALL/MEMBRANE TO ITS INTENDED FIRE/SMOKE RATING. 21. CONTRACTOR SHALL REINFORCE AND BRACE EXISTING STRUCTURAL 30. SEE GENERAL NOTES ON INDEX SHEET G-003 FOR ADDITIONAL INFORMATION. 42. PROTECT EXISTING DOORS TO REMAIN FROM DAMAGE. ADJUST THRESHOLD CONDITIONS AND BUILDING ELEMENTS PRIOR TO REMOVAL OR 9. PROVIDE TEMPORARY EMERGENCY EGRESS LIGHTING, SIGNAGE, FIRE ALARM DEVICES AND EXTINGUISHERS AS REQUIRED. MODIFICATION OF ANY STRUCTURAL CONDITION AND/OR ELEMENT. 31. PROVIDE A RIGID, WATERPROOF CONDITION AT ALL BUILDING ENVELOPE HEIGHTS / PROVIDE NEW THRESHOLDS AS NECESSARY. MAINTAIN EXISTING SMOKE /FIRE RATINGS - PROVIDE NEW SMOKE GASKETS AND SWEEPS = -= LOCATIONS. (AND/OR HARDWARE) AS NECESSARY TO MAINTAIN FULL RATING AND FUNCTIONALITY - TYP. Copyright © 2019. This drawing is the instrument of service and property of PQH Group. Any use or reproduction without the expressed written permission of this corporation is prohibited. All rights of design and invention are expressly reserved. ARCHITECTURE- INTERIORS DESIGN - 4141 Southpoint Drive East Jacksonville, Florida 32216 (904) 224-0001 DAT 12/10/2019 B 19020 z O D W Uj � E- _U W W U W WU'^^ SHEET ID: ow DESIGN CRITERIA: DESIGN CODE: 2017 FLORIDA BUILDING CODE (FBC) RESIDENTIAL w/LATEST SUPPLEMENTS BASIC WIND SPEED: 140 MPH OCCUPANCY: INSTITUTIONAL GROUP 1-2 RISK CATEGORY: III WIND EXPOSURE: C DESIGN LIVE LOADS: ROOF: 20 PSF DESIGN DEAD LOADS: ROOF: 15 PSF GENERAL NOTES: 1. CODES USED: 2017 FLORIDA BUILDING CODE, ACI, AISC AND ASCE-7-10. ALL LATEST EDITIONS USED. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO COMMENCING CONSTRUCTION. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS OTHERWISE NOTED ON THE PLANS. 5. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY. REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. IF DIMENSIONS CANNOT BE DETERMINED FROM THE ARCHITECTURAL PLANS, CONTACT THE ENGINEER OF RECORD. DESIGN SPECIFICATIONS: SOILS: A. MINIMUM ALLOWABLE SOIL BEARING CAPACITY = 2,000 PSF B. REFER TO: "REPORT OF A GEOTECHNICAL EXPLORATION" COLEMAN CENTER PORTE—COCHERE REPLACEMENT, ATLANTIC BEACH, FLORIDA DATED NOVEMBER 22, 2019, PROJECT M. 0930.1900232.0000, REPORT N'. 172041, PREPARED BY UNIVERSAL ENGINEERING SERVICES, JACKSONVILLE FL, 32257 C. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT DESIGN IS SPECIFIED IN THESE PLANS. THE FILL BELOW THE FOUNDATION SHALL BE FREE OF DEBRIS, ORGANIC MATERIAL OR ANY OTHER DELETERIOUS MATERIAL. D. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR A DEPTH OF 3'-0" BELOW THE BOTTOM OF THE FOOTING. E. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC AND AS NOTED IN THESE PLANS. CONCRETE: A. CONCRETE SHALL BE IN ACCORDANCE WITH FBC & ACI. B. CAST—IN—PLACE CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF: FOUNDATIONS ................................ 4,000 PSI SLAB ON—GRADE ........................... 4,000 PSI OTHER CONCRETE .......................... 3,000 PSI C. NO WATER SHALL BE ADDED TO THE CONCRETE, AFTER THE TRUCK HAS LEFT THE BATCH PLANT WITHOUT AUTHORIZATION FROM THE ENGINEER—OF—RECORD (EOR), UNLESS THE DELIVERY TICKET INDICATES AN AMOUNT OF WATER THAT IS ALLOWED TO BE ADDED AT THE JOB SITE, AFTER AUTHORIZATION BY THE TESTING LAB REPRESENTATIVE. D. CONCRETE MIX DESIGNS SHALL BE SUBMITTED TO THE STRUCTURAL EOR FOR REVIEW & APPROVAL. SUBMITTALS SHALL INCLUDE CERTIFICATES FOR AGGREGATES, ADDITIVES AND CEMENTITIOUS MATERIALS, E. THE READY MIX COMPANY SUPPLYING THE CONCRETE SHALL COMPLY WITH ASTM C94 & SHALL BE A NRMCA CERTIFIED MANUFACTURER. F. CONCRETE ADMIXTURES SHALL NOT CONTAIN ANY CALCIUM—CLORIDE. G. CONCRETE SHALL BE NORMAL WEIGHT (±145 PCF) CONCRETE WITH A MIN. OF 3% AIR ENTRAINMENT. H. FLY ASH (ASTM C618) OR SLAG CEMENT (ASTM C989) MAY BE SUBSTITUTED FOR UP TO 40% OF THE PORTLAND CEMENT (ASTM C150; TYPE 1/II). FLY ASH SHALL NOT EXCEED 25% OF CEMENTITIOUS MATERIALS. I. MAXIMUM WATER TO CEMENT (W/C) RATIO SHALL NOT EXCEED 0.50. J. CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING & INSPECTING AGENCY, ACCEPTABLE TO THE OWNER, TO PERFORM FIELD TESTS, INSPECTIONS AND PREPARE TEST/INSPECTION REPORTS. K. TESTING AGENCY SHALL OBTAIN THE FOLLOWING, PER ASTM C172: 1. SLUMP, PER ASTM C143, FOR EACH TRUCK LOAD. 2. AIR CONTENT, PER ASTM C213, FOR THE FIRST AND EACH FIFTH TRUCK AFTER THAT. 3. TEMPERATURE, PER ASTM C1064, FOR EACH TRUCK. 4. STRENGTH. PER ASTM C31, FOR EACH MIX DESIGN THAT DAY & FOR EVERY 50 CYD OF CONCRETE PLACED EACH DAY. L. CAST & FIELD CURE FOUR STANDARD CYLINDERS. TEST, PER ASTM C39, ONE CYLINDER AT 7 DAYS, TWO CYLINDERS AT 28 DAYS & HOLD ONE CYLINDER FOR FUTURE TESTING. M. NOTIFY EOR, WITHIN 24 HOURS, IF 7 DAY CYLINDER IS LESS THAN 60% OF DESIGN STRENGTH. (12)—#8 VERTS #4 TIES COL. & FTG. I o A I � 2' -9 - SECTION A—A (3)—#4 TIES ® 3" ® T/PIER ► I N CONCRETE REINFORCEMENT: A. STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN THESE PLANS. B. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 C. CONCRETE COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOWS: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 2" FOR CONCRETE EXPOSED TO WEATHER Oft IN CONTACT WITH GROUND %" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND D. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. CORNER REINFORCEMENT SHALL BE LAPPED 30". E. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. STEEL: • ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC, AISC & AWS. • ALL PLATES AND MISC STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A36 MATERIAL. • ALL STRUCTURAL STEEL SHALL BE ASTM A992—GR50. • ALL FILLET WELDS SHALL CONFORM TO SECTION J2.2B OF AISC SPECIFICATIONS, EVEN WHEN SHOWN OTHERWISE ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. • ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON STRUCTURAL DRAWINGS, BUT NOT SIZED 13HALL BE MINIMUM OF A" FILLET, 2: EACH END AND 2" AT 12" O.C. BOTH SIDES. • ALL WELDS MADE TO PRIMARY MEMBERS SHALL BE MADE WITH E70XX ELECTRODES. • AN AISC CERTIFIED FABRICATION PLANT SHALL BE USED TO DETAIL & FABRICATE THE STRUCTURAL STEEL. IN LIEU OF USING AN AISC CERTIFIED PLANT SHEAR CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL. ENGINEER & CALCULATIONS SHALL BE SUBMITTED TO THE EOR FOR REVIEW. • ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS, A563 & F436 WASHERS, AND SHALL BE TIGHTENED BY THE TURN—OF—THE—BUT METHOD. • BASE PLATE GROUT SHALL COMPLY WITH ASTM C;1107 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5KSI. • ALL STEEL SHALL RECEIVE ONE COAT OF THE STANDARD SHOP PRIMER. • DO NOT USE THERMAL CUTTING DURING ERECTION. DO NOT ENLARGE UNFAIR HOLES IN MEMBER BY BURNING OR USING DRIFT PINS. • CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM VISUAL INSPECTIONS OF THE BOLTED & WELDED CONNECTIONS. • CONTRACTOR/ERECTOR SHALL COMPLY WITH LL OSHA & LOCAL REQUIREMENTS FOR THE ERECTION OF STRUCTURAL STEEL. • THE CONTRACTOR/ERECTOR IS RESPONSIBLE FO TEMPORARY BRACING & STABILITY OF THE STRUCTURAL FRAME SYSTEM. ANCHOR BOLTS: A. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A36 OR ASTM F1554 GRADE 36. B. WASHERS: SHALL BE IN ACCORDANCE WITH ASTIR F436 GRADE 36. C. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A563 GRADE A HEX. D. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): SIMPSON STRONG—TIE CO., PRODUCT: ET—HP. E. EPDXY ANCHORS SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATION FOR HOLE PREPARATION & ANCHOR INSTALLATION. SHOP DRAWING SUMBMITTALS' THE GENERAL CONTRACTOR SHALL SUBMIT, FOR APPROVAL, THE FOLLOWING ITEMS: CONCRETE MIX DESIGNS, REBAR LAYOUT DRAWINGS, STRUCTURAL STEEL FRAME DRAWINGS. �w (3i a ea W Q W CD Z �p W e d. A ' q q � 1r Q" LT. GA FRAMING o PER ARCH. W—BM. COL. —� _ _ I SEE PLAN z ANCHOR RODS & BASE PL I I I I � V o SEE A2/S110 C/) 00 z z -- ® FINISH GRADE, 0 PER CIVIL (12)—#8 VERTS #4 TIES COL. & FTG. I o A I � 2' -9 - SECTION A—A (3)—#4 TIES ® 3" ® T/PIER ► I N CONCRETE REINFORCEMENT: A. STEEL REINFORCEMENT SHALL BE IN ACCORDANCE WITH FBC, ACI 318 AND AS NOTED IN THESE PLANS. B. REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60 C. CONCRETE COVER SHALL BE IN ACCORDANCE WITH FBC AND AS FOLLOWS: 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 2" FOR CONCRETE EXPOSED TO WEATHER Oft IN CONTACT WITH GROUND %" FOR CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND D. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. CORNER REINFORCEMENT SHALL BE LAPPED 30". E. ALL REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAMS AND PLACING DETAILS OF ACI STANDARDS. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES DURING PLACING OF CONCRETE. STEEL: • ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC, AISC & AWS. • ALL PLATES AND MISC STEEL SHOWN ON THESE DRAWINGS SHALL BE ASTM A36 MATERIAL. • ALL STRUCTURAL STEEL SHALL BE ASTM A992—GR50. • ALL FILLET WELDS SHALL CONFORM TO SECTION J2.2B OF AISC SPECIFICATIONS, EVEN WHEN SHOWN OTHERWISE ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. • ALL WELDS ALONG THE LENGTH OF MEMBERS INDICATED ON STRUCTURAL DRAWINGS, BUT NOT SIZED 13HALL BE MINIMUM OF A" FILLET, 2: EACH END AND 2" AT 12" O.C. BOTH SIDES. • ALL WELDS MADE TO PRIMARY MEMBERS SHALL BE MADE WITH E70XX ELECTRODES. • AN AISC CERTIFIED FABRICATION PLANT SHALL BE USED TO DETAIL & FABRICATE THE STRUCTURAL STEEL. IN LIEU OF USING AN AISC CERTIFIED PLANT SHEAR CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL. ENGINEER & CALCULATIONS SHALL BE SUBMITTED TO THE EOR FOR REVIEW. • ALL BOLTED CONNECTIONS SHALL USE A325 BOLTS, A563 & F436 WASHERS, AND SHALL BE TIGHTENED BY THE TURN—OF—THE—BUT METHOD. • BASE PLATE GROUT SHALL COMPLY WITH ASTM C;1107 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5KSI. • ALL STEEL SHALL RECEIVE ONE COAT OF THE STANDARD SHOP PRIMER. • DO NOT USE THERMAL CUTTING DURING ERECTION. DO NOT ENLARGE UNFAIR HOLES IN MEMBER BY BURNING OR USING DRIFT PINS. • CONTRACTOR SHALL ENGAGE A QUALIFIED TESTING AGENCY TO PERFORM VISUAL INSPECTIONS OF THE BOLTED & WELDED CONNECTIONS. • CONTRACTOR/ERECTOR SHALL COMPLY WITH LL OSHA & LOCAL REQUIREMENTS FOR THE ERECTION OF STRUCTURAL STEEL. • THE CONTRACTOR/ERECTOR IS RESPONSIBLE FO TEMPORARY BRACING & STABILITY OF THE STRUCTURAL FRAME SYSTEM. ANCHOR BOLTS: A. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A36 OR ASTM F1554 GRADE 36. B. WASHERS: SHALL BE IN ACCORDANCE WITH ASTIR F436 GRADE 36. C. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A563 GRADE A HEX. D. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): SIMPSON STRONG—TIE CO., PRODUCT: ET—HP. E. EPDXY ANCHORS SHALL BE INSTALLED PER MANUFACTURE'S RECOMMENDATION FOR HOLE PREPARATION & ANCHOR INSTALLATION. SHOP DRAWING SUMBMITTALS' THE GENERAL CONTRACTOR SHALL SUBMIT, FOR APPROVAL, THE FOLLOWING ITEMS: CONCRETE MIX DESIGNS, REBAR LAYOUT DRAWINGS, STRUCTURAL STEEL FRAME DRAWINGS. �w (3i a ea W Q W CD Z �p W e d. A ' q q � 1r Q" A COL & 4BASE PL. t. W10 COL, { PER PLAN #6 ® 10"OC. E.W. T&B. TYP. 6'-0" TYPICAL FRAME COL. FOOTING BASE PLATE DETAIL_ DETAIL Al SCALE: 3/4"= 1 '-0" Copyright © 2019. This drawing is the instrument of service and property of PQH Group. Any use or reproduction without the expressed written permission of this comoration is proh'c �All rights of design and invention are expressly reserved BASE PL 14"x1' -8"x1'-8" w/(4) 1"0 F1554-36 HVY HEX BOLTS. w/16" MIN. EMBED w/5" PROJ. TYP. CALE: 1 1 /2"= 1'—n" STRUCTURAL DESIGN BASED ON ARCHITECTURAL PLANS PROVIDED BY: PQH ARCHITECTS DATED 12.10.19 THESE STRUCTURAL PLANS WERE PREPARED WITH CAD FILES OF THE ARCHITECTURAL FLOOR PLANS PROVIDED BY THE ARCHITECT. ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY OF THESE PLANS AND RECOMMENDS THAT CONTRACTOR REVIEWS THESE STRUCTURAL WITH CLIENT FOR APPROVAL OF DIMENSIONING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMS. AND NOTIFY E.O.R. IF ASSUMPTIONS OR INFORMATION IS INCORRECT. THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL PLANS PROVIDED TO BAKER DESIGN BUILD, LLC., OR IF CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN. A B p 44'-0" 3'-3y4" 12'-5" i 12'-5" i 12'-5" 3'-54" —ws Ioe — 2, � 9" S110 TYP. 4—PL'S. ® COL. PIERS i i TYP. I I I I i � I I i � � I i FUTURE EXPANSION I i 1 PART/AL FOUNDA TION AAN 1/4" = V-0" m1tv FOUNDATION NOTES; 1. FOR "GENERAL NOTES", "DESIGN CRITERIA" & "DESIGN SPECIFICATIONS", SEE THIS SHEET 2. REFER TO ARCH. FLOOR PLAN FOR DIMS NOT SHOWN. 3. ALL ELEVATIONS ARE BASED ON A DATUM T/ SLAB ELEVATION OF 100'-0". COORD ACTUAL ELEVATION W/ CIVIL. 4. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 5. ALLOWABLE SOIL BEARING CAPACITY = 2,000 PSF 6. SOIL COMPACTION AND FILL SHALL BE IN ACCORDANCE WITH FBC 1804.3 AND SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D1557 AND THE GEOTECHNICAL REPORT. P -OH G R 0 U P ARCHITECTURE -INTERIORS DESIGN -BUILD SERVICES 4141 Southpoint Drive East Jacksonville, Florida 32216 (904) 224-0001 www.pqh.com ' \ C ENS�:.,G��,' _ No. 80630 ' _ , _ 0. STATE OF _ Q.` F'•.� 0 R I �PG�7, %�� �0N //to lilt 121��1i�i FAUS D. URIGUEN, P.E. FL LICENSE NO. 80630 DATE: 12/18/2019 JOB NO.: 19020 z O CL CL U U) w 0 w 0 z 0 D LU Of Y i I I"0/r- o 0JQ _ _ I COL & BASE PL. 00 - T z I I I � Q A COL & 4BASE PL. t. W10 COL, { PER PLAN #6 ® 10"OC. E.W. T&B. TYP. 6'-0" TYPICAL FRAME COL. FOOTING BASE PLATE DETAIL_ DETAIL Al SCALE: 3/4"= 1 '-0" Copyright © 2019. This drawing is the instrument of service and property of PQH Group. Any use or reproduction without the expressed written permission of this comoration is proh'c �All rights of design and invention are expressly reserved BASE PL 14"x1' -8"x1'-8" w/(4) 1"0 F1554-36 HVY HEX BOLTS. w/16" MIN. EMBED w/5" PROJ. TYP. CALE: 1 1 /2"= 1'—n" STRUCTURAL DESIGN BASED ON ARCHITECTURAL PLANS PROVIDED BY: PQH ARCHITECTS DATED 12.10.19 THESE STRUCTURAL PLANS WERE PREPARED WITH CAD FILES OF THE ARCHITECTURAL FLOOR PLANS PROVIDED BY THE ARCHITECT. ENGINEER OF RECORD ASSUMES NO RESPONSIBILITY FOR THE DIMENSIONAL ACCURACY OF THESE PLANS AND RECOMMENDS THAT CONTRACTOR REVIEWS THESE STRUCTURAL WITH CLIENT FOR APPROVAL OF DIMENSIONING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMS. AND NOTIFY E.O.R. IF ASSUMPTIONS OR INFORMATION IS INCORRECT. THE E.O.R. SHALL BE NOTIFIED IF EXISTING SITE CONDITIONS DEVIATE FROM ORIGINAL PLANS PROVIDED TO BAKER DESIGN BUILD, LLC., OR IF CHANGES ARE MADE FROM ORIGINAL ARCHITECTURAL DESIGN. A B p 44'-0" 3'-3y4" 12'-5" i 12'-5" i 12'-5" 3'-54" —ws Ioe — 2, � 9" S110 TYP. 4—PL'S. ® COL. PIERS i i TYP. I I I I i � I I i � � I i FUTURE EXPANSION I i 1 PART/AL FOUNDA TION AAN 1/4" = V-0" m1tv FOUNDATION NOTES; 1. FOR "GENERAL NOTES", "DESIGN CRITERIA" & "DESIGN SPECIFICATIONS", SEE THIS SHEET 2. REFER TO ARCH. FLOOR PLAN FOR DIMS NOT SHOWN. 3. ALL ELEVATIONS ARE BASED ON A DATUM T/ SLAB ELEVATION OF 100'-0". COORD ACTUAL ELEVATION W/ CIVIL. 4. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18 5. ALLOWABLE SOIL BEARING CAPACITY = 2,000 PSF 6. SOIL COMPACTION AND FILL SHALL BE IN ACCORDANCE WITH FBC 1804.3 AND SHALL BE COMPACTED TO A MINIMUM OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D1557 AND THE GEOTECHNICAL REPORT. P -OH G R 0 U P ARCHITECTURE -INTERIORS DESIGN -BUILD SERVICES 4141 Southpoint Drive East Jacksonville, Florida 32216 (904) 224-0001 www.pqh.com ' \ C ENS�:.,G��,' _ No. 80630 ' _ , _ 0. STATE OF _ Q.` F'•.� 0 R I �PG�7, %�� �0N //to lilt 121��1i�i FAUS D. URIGUEN, P.E. FL LICENSE NO. 80630 DATE: 12/18/2019 JOB NO.: 19020 z O CL CL U U) w 0 w 0 z 0 D LU Of Y Z V./ 0JQ z Q C/) c G z 0 -- ® Q 0 cr M0 U �C > cr —I z LL 00 0 0: ZZ -W Q �0W za �W ® Cr U C/1 CO z r /1 �J J W U ) WF- F_LL Z E-- z z g W W U 0 <C ,j LL Z V./ 0JQ W r-) -- z 0 z U) W 0 : z v 0 z Q �0W U C/1 < L— 1� r /1 �J J � ) W It00 0- 4 06