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HomeMy WebLinkAbout1200 French Ave BC 18-4694 Wall removalCITY OFF0RD V Pgp PERMIT APPLICATION r BUILDING DIVISION Application No: Documented Construction Value: $ Job Address: (Z00 �Zi 4LC-VN No 0 Historic District: Yes [I NZ© Parcel ID: Residential ❑ Commercial Type of Work: New ❑ Addition 0 Alteration 0 Repair ❑ Demo ❑ Change of Use ❑ Move ❑ Description of Work: Plan Review Contact Person: .1 'Title: Phone: Fax: Email: Property Owner Information Name ky �d �i� t `� Phone: Street: 1,3 M I>J j �� (Y)(-1 1 �� (kr/t' Resident of property? :][� & (A_ City, State Zip: ID 727�� ,y�r.��iJ✓/�JG��j eloz e7 �`' Contractor Information Name %�"A'V'4 Phone: 40 7 - 9r-'! -PY 3 14 Street: ��,�� ��a� `�� Fax: l{" 7 v nl-Z-61 70 City, State Zip: Z21X r 4�4 > // ��7 7/'a State License No.�e—<!- , 5�� Architect/Engineer Information Name: 17�i`/� f �,✓l Street: City, St, Zip: Bonding Company: 4 Address: Fax: E-mail: V N/@ (h- A L � �t © -- Mortgage Lender: �u Address: 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 INSPECt'ION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT 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 ineet standards of all laws regulating construction in this jurisdiction. I understand that it separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. N5ALO A. STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, OTH EDITION (201-1), AS ADOPTED AND SUPPLEMENTED 51' LOCAL REGULATIONS. B. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS BEFORE PROCEEDING WITH THE WORK. C. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETE DESIGN OF THE STRUCTURE. THEY DO NOT INDICATE THE METHODS OF CONSTRUCTION UNLESS 50 STATED OR NOTED. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE WORKMEN OR OTHER PERSONS DURING CONSTRUCTION. D. THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING OF ALL 5TRUCTURAL MEM15ER5 A5 REQUIRED FOR STRUCTURAL 5TA51LITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONDITION WHICH, IN HIS OPINION, MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE DISTRESS IN THE STRUCTURE. E. PLANS, SECTIONS AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS OR FIT OF MATERIALS. F. SUBMIT WRITTEN REQUEST TO THE ENGINEER FOR APPROVAL OF ANY PROPOSED CHANGE TO THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. SPLICING, CUTTING, NOTCHING OR OTHER ALTERATIONS TO STRUCTURAL MEMBERS ARE NOT PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE STRUCTURAL ENGINEER. ANY UNAUTHORIZED DEVIATION FROM THE CONTRACT DOCUMENTS, AND CORRECTION THEREOF, IS THE RESPONSIBILITY OF THE CONTRACTOR. DEE)ISN A. DESIGN DATA I. ROOF DEAD LOAD ........... 20 PSF 2. ROOF LIVE LOAD ........... 20 PSF B, WIND LOADS THIS STRUCTURE HAS BEEN DESIGNED FOR WIND LOADS IN ACCORDANCE WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE, 6TH EDITION (2011) AND A5CE-1 A5 FOLLOWS: RISK CATEGORY . CATEGORY II ULTIMATE DE51GN WIND SPEED .......... 140 MPH (3-5ECOND GUST) NOMINAL DESIGN WIND SPEED ...... • ... IOa MPH EXPOSURE CATEGORY . • • . • • • • • • B BUILDING CLASSIFICATION ENCLOSED INT. PRESSURE COEFF. (+/-) 0.1a PHIS STRUCTURE (RISK CATEGORY II AND LANDWARD OF THE 10UNTOUR LINE) 15 NOT IN THE WIND-BORNE DEBRIS REGION C. NOMINAL DESIGN WIND PRESSURES (COMPONENTS AND CLADDING): H /A- -A I. A = e,'-4' H = 15'-1' 2. PRESSURES SHOWN ARE APPLIED NORMAL TO THE SURFACE. 3. PLUS AND MINUS SIGNS SIGNIFY PRESSURE ACTING TOWARDS AND AWAY FROM THE SURFACES, RESPECTIVELY. 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN, VALUE MAY BE INTERPOLATED, OTHERWISE USE THE VALUE A550CIATED WITH THE LOWER EFFECTIVE WIND AREA. A DE51(f*N WIND F'RESeUREg (PSF): GOMPON7=NTS AND CLADDING FOR NOMINAL. WIND spEED (ASD) EFFECTIVE ROOF WALLS AREA (SF) ZONE I ZONE 2 ZONE 3 ZONE 4 ZONE 5 0TO19.99 12.0/-31.4 12.0/-52.1 120/-52.1 28.1 /-31.1 20.1 /-3a3 20TO49.99 12.0/-3Oly 12.0/-41.1 12.0/-41.1 21.4/-29.0 21.4/-35.0 50TO99.99 10.9/-29.5 10.9/-39v 10.9/-39.ro 25.0/-20.2 25.5/-32.5 00 AND OVE 10.1 / -20.1 10.1 / -34.0 10.1 / -34.0 24.5 / -26.9 =/-290 FOUNDATIONS A. THESE PARAMETERS HAVE BEEN A55UMED FOR THIS SITE, BASED ON PRESUMPTIVE VALUES FOR SOIL MATERIAL CLASSIFICATION, CONISISTING OF SAND, SILTY SAND, CLAYEY SAND, SILTY GRAVEL AND CLAYEY GRAVEL, PER FBG SECTION 1a0ro: ALLOWABLE SOIL BEARING PRESSURE ... _ ........ 2000 PSF MODULUS OF SUES -GRADE, 'K' ..................... 150 PC[ iP. ANY FILL REQUIRED TO BAGKFILL EXCAVATED AREA OR ACHIEVE FINISHED GRADE IN STRUCTURAL AREAS SHALL BE INORGANIC, NON -PLASTIC GRANULAR SOIL (CLEAN SANDS). THE FILL SHALL BE PLACED IN LEVEL LIFTS NOT TO EXCEED 12 INCHES LOOSE THICKNESS, AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL'S MODIFIED PROCTOR MAXIMUM DRY DENSITY AS DETERMINED BY ASTM SPECIFICATION D-155-1. IN -PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT BY AN EXPERIENCED ENGINEERING TECHNICIAN TO VERIFY THAT THE REQUIRED DEGREE OF COMPACTION HAS BEEN ACHIEVED. A SOIL COMPACTION TEST SHALL BE PERFORMED IN EVERY SPREAD FOOTING PAD SUB- GRADE-C. CAUTION SHOULD BE USED WHEN OPERATING VIBRATORY COMPACTION EQUIPMENT NEAR THE EXISTING STRUCTURE TO AVOID THE RISK OF DAMAGE TO THE STRUCTURE. p. 501L PRE5SURE5 IMPOSED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT EXCEED SPECIFIED ALLOWABLE, INCLUDING ALL SPECIFIED DEAD AND LIVE LOADS. E. ALL FOOTINC35 SHALL BE CENTERED UNDER THE COLUMN OR WALL ABOVE, UNLESS NOTED OTHERWISE. A. STEEL WORK SHALL CONFORM TO THE RISC SPECIFICATION5 FOR STRUCTURE STEEL BUILDINGS - ALLOWABLE STRE55 DESIGN. B. MATERIAL SHALL CONFORM TO THE FOLLOWING:, EXCEPT AS NOTED: NOT -ROLLED STRUCTURAL STEEL WIDE -FLANGE SECTIONS: A5TM A992 ROLLED SHAPES, PLATES AND BARS: ASTM A36 BUILT-UP STRUCTURAL FLANGE PLATE STEEL: A5TM A529 GR 55 BUILT-UP STRUCTURAL WEB PLATE STEEL: ASTM AI011 SS GR 55 ANCHOR BOLTS AND MACHINE DOLTS: ASTM A301 PIPE COLUMNS: ASTM A53, GRADE B STRUCTURAL STEEL TUBING: ASTM A500, GRADE B HIGH STRENGTH BOLTS: A5TM A325 C. CONNECTIONS: I. BOLTS SHALL BE HIGH -STRENGTH, BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANES. TIGHTEN 'SNUG -TIGHT-, U.N.O. 2. BOLT HOLES SHALL BE STANDARD HOLES OR SHORT -SLOTTED HOLES, TRANSVERSE TO THE DIRECTION OF THE LOAD, UNLESS NOTED OTHERWISE. 3. WELDING ELECTRODES FOR A36 STEEL SHALL BE EIOXX. RETURN FILLET WELDS FOR FRAMED CONNECTIONS 1/2' AT EACH END. 4. SHOP CONNECTIONS SHALL BE WELDED OR BOLTED. 5. FIELD CONNECTIONS SHALL BE MADE WITH 3/4' PIA. BOLTS, UNLESS NOTED OTHERWISE. ro. DE51GN BEAM CONNECTIONS TO DEVELOP THE REACTION5 DUE TO THE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE BEAM SIZE AND SPAN SHOWN, ASSUMING FULL LATERAL SUPPORT, UNLESS NOTED OTHERWISE. D. ALL WELDING IN THE -SHOP OR IN THE FIELD SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY, CERTIFICATION DOCUMENTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR HIS APPROVAL. ALL WELDS SHALL BE PRE -QUALIFIED PER AWS DI.I-94. WELDED SPLICES OF ROLLED SHAPES MADE IN THE SHOP ARE ACCEPTABLE, PROVIDED RADIOGRAPHED NDT EXAMINATION RESULTS ARE IN ACCORDANCE WITH AWS ACCEPTANCE STANDARDS, AND WRITTEN REPORTS VERIFYING SUCH RESULTS ARE SUBMITTED TO THE STRUCTURAL ENGINEER FOR HIS APPROVAL. MINIMUM FILLET WELD5 SHALL BE 3/1ro', UNLESS OTHERWISE SHOWN ON THE DRAWINGS. E. THE STEEL STRUCTURE 15 DESIGNED FOR STABILITY IN ITS COMPLETED CONDITION PER THE DRAWINGS, SPECIFICATIONS AND THESE NOTES. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING, GUYING AND OTHER MEANS OF SUPPORT DURING CONSTRUCTION, SUFFICIENT TO WITHSTAND WEATHER CONDITIONS AND MEET ALL APPLICABLE SAFETY REQUIREMENTS DURING CONSTRUCTION. AE57`= I N - FL -ACE CON 7 A. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT (20) DAYS: SLAB ON GRADE, FOOTINC35 ............................ 3000 PSI CAST -IN -PLACE CONCRETE SHALL MEET THE FOLLOWING MATERIAL REQUIREMENTS: I. CEMENT: USE DOMESTIC PORTLAND CEMENT 2. FINE AGGREGATE: CLEAN SAND 3. COARSE AGGREGATE: CLEAN LIME STONE, 51ZE 51, EXCEPT FOR FILL CELLS, WHICH SHALL BE SIZE 0- 4. NO CALCIUM CHLORIDE SHALL BE USED. B. ALL CONCRETE SHALL HAVE A SLUMP OF 4', PLUS OR MINUS 1% AND HAVE 2% To Oro AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. C. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AGI 301, CHAPTER 3, METHOD I OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRE BY CHAPTER 5, SECTION 53 OF THE LATEST EDITION OF AGI 31a. D. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL, CONFORMING TO ASTM A-615 GRADE 60. E. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH 'THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE', ACI 310 LATEST EDITION, AND 'SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS% AGI 301. F. ALL REINFORCING DETAILS SHALL CONFORM TO 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', AGI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. PAGE SHEET TITLE I S-l.l GENERAL STRUCTURAL NOTES s 2 5-2.1 PARTIAL PLAN - REMODEL 3 5-3.1T_ DETAILS A.B. ANCHOR BOLTS ACI AMERICAN CONCRETE INSTITUTE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISI AMERICAN IRON AND STEEL INSTITUTE ALT ALTERNATE/ALTERNATIVE ARCH. ARCHITECTURE/ARCHITECTURAL A5TM AMERICAN SOCIETY FOR TESTING AND MATERIALS AW5 AMERICAN WELDING 50CIETY B/ BOTTOM OF BB BOND BEAM FLDG BUILDING Bl-K FLOCK BM BEAM 5F BASE PLATE/F3EARING PLATE BRG BEARING, BTJ BOLTED TIE JOIST CANT CANTILEVER CB CONCRETE BEAM CC CONCRETE COLUMN CJ CONTRACTION JOINT/GONTROL JOINT CL GENTERLINE CMU CONCRETE MASONRY UNIT GLR. CLEAR/GLEARANGE COL COLUMN GONG. CONCRETE CONNX CONNECTION CONST CONSTRUCTION C5J CONSTRUCTION JOINT DEPT DEPARTMENT DET. DETAIL DFT DRY FILM THICKNESS DIA. DIAMETER DIM DIMENSION D I ST D I STANCE DN DOWN DR DRAIN DWG DRAWING EA. EACH EE EACH END I=F EACH FACE EL ELEVATION EMB EMBEDMENT ENGR ENGINEER EOS EDGE OF SLAB 'EW EACH WAY EXIST. EXISTING EXT. EXTERIOR F.D. FLOOR DRAIN FF FINISH FLOOR FLR FLOOR FR FIRE RETARDANT FTC= FOOTING F V. FIELD VERIFY GA. GAGE/GAUGE GALV. GALVANIZED G.C. GENERAL CONTRACTOR GLU-LAM GLUE -LAMINATED G.N. GENERAL NOTES N.A.S. HEADED ANCHOR STUDS HORIZ. HORIZONTAL HS5 HOLLOW STRUCTURAL SECTIONS HT. HEIGHT INT. INTERIOR JST JOIST JT JOINT LDH LONG DIMENSION HORIZONTAL LDV LONG DIMENSION VERTICAL LOTH LENGTH LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LSL LONG -SLOTTED MANUF. MANUFACTURE/MANUFACTURER MATL MATERIAL MAX. MAXIMUM 1'15 MASONRY BEAM MD METAL DECK MECH. MECHANICAL MEZZ MEZZANINE MIN. MINIMUM MISC. MISCELLANEOUS MO MASONRY OPENING MTL METAL N.I.G. NOT IN CONTRACT NOM NOMINAL N.T.S. NOT TO SCALE N.W.T. NORMAL WEIGHT TOPPING O.G. ON CENTER OPNG OPENING OPP. OPPOSITE PCC PRE -CAST CONCRETE PEMB PRE-ENGINEERED METAL BUILDING PL PLATE PLY. PLYWOOD PRE-ENCx PRE-ENGINEERED PREFAB PREFABRICATED PROJ PROJECTION PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESSURE TREATED PW PANEL WIDTH RCP REINFORCED CONCRETE PIPE R.A. ROOF DRAIN REF REFERENCE REINF REINFORCING READ. REQUIRED RW RETAINING WALL 5A STUD ANCHOR SCHED SCHEDULE SF STEPPED FOOTING SIM. SIMILAR SPC 5PAGE/SPAGES SPECS SPECIFICATIONS SQ. SQUARE SS STAINLESS STEEL 55L SNORT -SLOTTED STD STANDARD STL STEEL 5TRUCT. 5TRUC.FURAL 5YM SYMMETRICAL T/ TOP OF T AND B TOP AND BOTTOM T d G TONGUE AND GROOVE TD TIE BEAM THD THREAD/THREADED THK THICK T5 TUBE STEEL TYP. TYPICAL UN.O. UNLESS NOTED OTHERWISE VERT. VERTICAL VOL VOLUME W WIDE FLANGE W/ WITH W/O WITHOUT WD WOOD WF WALL FOOTING WH WEEP HOLE WP WATERPROOF W.P. WORKING POINT W.W.F. WELDED WIRE FABRIC D rl0I. f 7 I ON N,07R A. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS AT THE SITE, INCLUDING, BUT NOT LIMITED TO, EXISTING PIPES, UTILITIES, POWER LINES, ETC., AND SHALL NOTIFY THE OWNER OF DISCREPANCIES BETWEEN THE ACTUAL CONDITIONS AND INFORMATION SHOWN ON THE DRAWINGS, BEFORE PROCEEDING WITH THE WORK. '�, sf fr +Ji"�i t-"'J� L )li�l �.•a3'!,/I���d J��� i; Pi iiMiiT is SIJ:: t;tiALL BE :;C)idSYf3UEl ?rJ -A 1_:r;e p2 TO P Ci(c L) UI/ITL J F1'F INCIP% ANDNOT AS. ii,i IT!-1ORiTY TO l�i;:')LP�fE. CAP�JCa=L, ALF[fi ( R. ASUE AN', C )F i i 1E PRGVl� ION i OF THE fF C:H!•1K:E\!_ CC)DF:S, ! JO;i ;�i?Al..l_ 1�1"vUr1NCF OF k Pcrii'Af. PRiEVEN) THE BIALUNC- OPFICIAJ_ i' ,)U!FiiPd(L'l A CO.,,EUIONI OF ERi"iOW.') IN i I .AN'S, COiti,i i RlJCi'lO�J O'I VIOLArIOINS 011" Filti CURE �kFsumICE PERMIT L N R5 IP9 �I Gam,! w a WLIZ gwU awiz� o�wN y w � � cl 0.,q�� e�wq ^� CL, w2 V,��6� �? qq ti rq�j t dw QF quq , , , EXISTING WOOL) TRLIS ROOF TO REMA1 I:m RLOO F=L� 5CALE: 1/4' = P-0' -� u-- A`f.-1 ` I RLAN SCALE: 1/16' = I'-D° V � C7 U zW ' Lu w a v3 P, 'W4 uj H r;' LLJ W A 1 T 1 l �1 r� r � T-4 V d r l� ``1111111tll/Ili {` t ^ ' U � I- 6 innU 4 0r��\ � `♦ 12-13-2018 RONALD D. DEVLEN P.E. FL. PROF. REG. N0, 49782 REVISIONS DATE: 12/13/2 D10 SCALE: AS NOTED DRAWN: J14L APPROVED: �D Q JOB NO: SHEET S®291 In u o u z d z LLJ ( mz, uj t 0 o cli LU It CA p-, 1:1, 44 Z LurlN M\ Lu Q �4 11111111//// i pp i....11-497 STATE OF 12-13-2018 RONALD D. DEVLEN P.E. FL. PROF. REG. NO. 49782 REVISIONS DATE: 12/13/201a SCALE: A5 NOTED DRAWN: JAL APPROVED: RDD JOB NO: la-530 SHEET 10% S—j a I