Loading...
1 Fleet Landing Blvd DEMO20-0001 Revision Request/Correction to Comments **ALL INFORMATION /51(11 HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. ‘..-W800 Seminole Rd, Atlantic Beach, FL 32233 0 eco o Z C.) -67oc Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: .‘?KRevision to Issued Permit OR Corrections to Comments Date: phibz Project Address: 1 le--e0.7 Z.,,,911/4e/Cel ree.-ilo Contractor/Contact Name: 6 AAL).--- //I/l� Contact Phone: qp(/..-4 21j —/� P-e_...HA117--/Vtr/ 3 / Email: @ �,41'(t /A et9/tt Description of Proposed Revision/Corrections: C/ i-Aq1 tOM paf2.0 ,t/� ,f_ or#9ti>?p _.),e1, 7-19 (' t/ Fl f f 7-Mt- ,d7 (c) ) J /Z I P) (?J64 f'A/t' affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) l Wi proposed revision/corrections add additional square footage to original submittal? • o ❑ Yes (additional s.f.to be added: ) •_W. proposed revision/corrections add additional increase in building value to original submittal? No ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) ,l VApproved C. Denied C Not Applicable to Department Permit Fee Due$ 5o dO Revision/Plan Review Comments C q G / lc, ( rc `c - b'f) -70 S , 4 L (2-PV: $i 0 -\ c 0 el 5- Voli Cae , De artment Review Required: 47)7\ __Building arming&Zoning 'dewed By Tree Administrator Public Works Public Utilities 31// / 2 Public Safety Date Fire Services Updated 10/17/18 �E___1v\07--0 —coo 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 & 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. 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. (1)—#6 VERT. IN EACH CELL (TYP) 32"x32" MASONRY COL. REINF. w/(12)—#6 VERT. BARS w/#2 TIES ® 16"OC. (TYP) .: FILL ALL CELLS SOLID w/CONC. GROUT (TYP) 8" CMU COL., COL. & FTG. � _ 2'-8" �, PER PLAN SECTION A—A TYPICAL FRAME COL. FOOTING o DEFAIL Copyright © 2019. This drawing is the instrument of service and property of PQH Group. Any use or reproduction without the expressed written permission GROUT: THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C1019. MASONRY: A. MASONRY CONSTRUCTION SHALL BE IN ACCORDANCE WITH FBC AND IN ACCORDANCE WITH THE SPECIFICATIONS FOR MASONRY STRUCTURES, ACI 530.1-05. B. ACI 3.5 D LIMITS THE GROUT LIFT HEIGHT TO 5' AND REQUIRES A 1—HOUR INITIAL SET TIME BETWEEN LIFTS. MASONRY CONSTRUCTION: C. CONCRETE MASONRY UNITS: SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C90 AND SHALL HAVE A MINIMUM NET AREA COMPRESSIVE STRENGTH OF 1,900 PSI WHEN USING TYPE M QR S MORTAR (ASTM C270) IN ACCORDANCE WITH ACI 530, THE 1,900 PSI BLOCK IN COMBINATION WITH TYPE M QR S MORTAR PROVIDES A DESIGN COMPRESSIVE STRENGTH (F'M) OF 1,500 PSI. D. THE GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 AND SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF PLACED AT AN 8" TO 11" SLUMP AND HAVE A MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS WHEN TESTED IN ACCORDANCE WITH ASTM C101Q FINE GROUT SHALL ONLY BE ALLOWED WITH WRITTEN APPROVAL OF EOR. E. DEFINITIONS: a. GROUT POUR HEIGHT: THE TOTAL HEIGHT OF MASONRY TO BE GROUTED PRIOR TO ERECTION OF ADDITIONAL MASONRY. b. GROUT POUR: CONSISTS OF ONE OR MORE GROUT LIFTS. c. GROUT LIFT: THE LAYER OF GROUT PLACEI') IN A SINGLE CONTINUOUS OPERATION AND IS LIMITED TO 5 FEET (1524 MM). d. RODDING: THE ACT OF COMPACTING FRESHLY POURED CONCRETE OR GROUT IN ITS FORM BY FREEING THE MASS OF AIR POCKETS WITH REPEATED STABS OFA ROD. e. PUDDLING: THE PROCESS OF INDUCING CO1PACTION OF GROUT BY USE OF A TAMPING ROD. f. PUDDLE: THE ACT OF WORKING CONCRETE "TO ELIMINATE HONEYCOMB, AND TO PRODUCE A DENSER MASS. g. PUDDLE STICK: A STICK OR ROD USED TO CONSOLIDATE GROUT BY HAND. F. MASONRY CONSTRUCTION AND INSPECTION GUIDELINES: h. LAY UP MASONRY IN RUNNING BOND FOR >IZES AND REINFORCING PER PLANS AND ELEVATIONS. i. FACE SHELLS OF BED JOINT SHALL BE MORTARED. j. WEBS SHALL BE MORTARED AT CELLS TO EE GROUTED. k. VERTICAL CELLS ARE TO BE ALIGNED WHERE THEY ARE TO BE GROUT FILLED UNLESS BOND IS SHIFTED DUE TO SITE CONDITIONS. I. INSTALL HORIZONTAL JOINT REINFORCING AT 16 INCHES (407 MM) ON CENTER STARTING FIRST BLOCK ABOVE FOUNDATION. m. MAINTAIN MINIMUM OF 1/2 INCH (12.7 MM) COVER ON JOINT REINFORCING TO EXTERIOR AND REINFORCING SHALL BE EMBEDDED IN MORTAR. n. GROUT SPACES BOTH VERTICAL AND HORIZONTAL ARE TO BE SUBSTANTIALLY FREE OF DROPPINGS, DEBRIS, LOOSE AGGREGATE AND ANY MATERIAL DELETERIOUS TO MASONRY GROUT. o. INSTALL REINFORCING IN GROUT CELLS PRIOR TO GROUTING. p. GROUT SPACES ARE TO BE INSPECTED PRIOR TO PLACING GROUT. q. FILL CELLS AS NOTED ON THE PLANS, ELEVATIONS AND DETAILS. r. PLACE GROUT IN LIFT TO 60 INCHES IN HE (CLEAN OUT HOLES ARE NOT REQUIRED). s. A REINFORCING BAR MAY BE USED TO ROD GROUT IN CELL, TO ENSURE THERE ARE NO VOIDS IN GROUT. t. PLACE REINFORCING APPROXIMATELY 1 INCHI (25 MM) TO THE SIDE OF DOWEL IN CELL (ACI 530-1.12.3.3) u. GROUT SHOULD SET IN APPROXIMATELY 90 MINUTES DEPENDING ON GROUT SLUMP AND WEATHER CONDITIONS. v. DO NOT BEND OR MOVE REINFORCEMENT AFTER GROUT HAS SET. w. FILL ALL CELLS SOLID BELOW FINISH FLOOR ELEVATION. x. PROVIDE LEVEL "B" QUALITY ASSURANCE, A�) PER ACI 530-05 TABLE 1.15.2. G. TOLERANCES: y. CENTERLINE REINFORCING: z. CENTERLINE LOCATION SHOULD BE WITHIN };i INCH (13 MM) OF CENTER OF MASONRY. aa. HORIZONTAL LOCATION SHALL BE WITHIN 2 'INCHES (51 MM) OF THE CENTER OF THE CELL. ab. REINFORCING SHALL MAINTAIN POSITION WITHOUT BEING TIED. ac. DO NOT MOVE REINFORCING AFTER INITIAL ;ET OF GROUT. F. BOND BEAMS: ad. HORIZONTAL REINFORCING SHALL BE Y INCH (6 MM) CLEAR OF MASONRY FOR FINE GROUT AND Y INCH (13 MM) FOR COARSE GROUT. ae. KNOCK OUT WEB BLOCKS SHALL BE USED FOR BLOCK AT THE TIP ANDZOR THE BOTTOM OF THE BOND BEAMS, DEPENDING ON THE LOCATION. of. WIRE MESH OT SOME OTHER MEANS SHALL BE USED TO PREVENT GROUT FROM ESCAPING FROM THE BOTTOM OF THE BOND BEAMS INTO CELLS WITHOUT VEF'TICAL REINFORCING. A Al c prohibited. All rights of design and invention are expressly reserved. A STRUCTURAL DESIGN BASED ON ARCHITECTURAL PLANS PROVIDED BY: PQH ARCHITECTS DATED 12.10.19 A F- I • • 00 i_]A. L x i 1 —4 1 —4 2' TYP. 4—PL'S. ® MASONRY COLS. : 2 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 1 2'-6" 0 0 A 44'-0" 12'-6" I 121_6" 3,-3„ o 0 I A2 --------- I— ------ 1 lil t 1 4ARTIAL FOUNDATION PLAN 1/4 — 1-0 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. OFFICE COPY ARCHITECTURE -INTERIORS DESIGN -BUILD SERVICES 4141 Southpoint Drive East Jacksonville, Florida 32216 (904) 224-0001 www.pgh.com D UR�c�,,� No. 80630 'Z ' STATE OF OR ON AL FAUSTO D. URIGUEN, P.E. FL LICENSE NO. 80630 DATE: 12/18/2019 JOB NO.: 19020 z _O N I- o0 00 � a a 0 REVISION LU F- Z o � w C) � N N N o N O M 0 N 0 Q Z <CW�w Q v) Z C7 Z 2z ao Z)zy O�z OQ 1- m p U 0 �_j LL J Q F - > (!) O _z o ZZ —W za �W 0 rr m Z CC W v W LL- Z F- ~W Z � W WW Z Oa J v LL REVISION Z C) � 0 Q <CW�w 0 n Z C7 Z ., w 0 Z)zy O�z LLJ 0 C J Q F - REVISION �_ Z:) W BP# Dvrn0 r90-0©ol 00 DATE 3 J / / /JL0ii'-. C SIGN ED___2± _ B A K R SHEET ID: Design Build 219 N. Newnan Street, 2nd Floor, Jacksonville FL 32202 silo p 904 356 8520 f 904 559 2678 bakerdesign.build C.A. No. 32489