The URL can be used to link to this page

340 Dudley COMM21-0005 Outside StairsOWNER:ADDRESS:CITY:STATE:ZIP: DUDLEY APARTMENTS LLC 1015 ATLANTIC BLVD 147 ATLANTIC BEACH FL 32233-1910 COMPANY:ADDRESS:CITY:STATE:ZIP: Xtreme Renovations LLC 100 Glorieta Drive St. Augustine Fl 32095 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172347 0000 LEWIS S/D JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 340 DUDLEY ST COMMERCIAL OTHER COMMERCIAL OUTSIDE STAIRS $5000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 2 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 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. 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. 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. 1 of 2Issued Date: 3/22/2021 PERMIT NUMBER COMM21-0005 ISSUED: 3/22/2021 EXPIRES: 9/18/2021 COMMERCIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 PW REVIEW COMMERCIAL BLDG 001-0000-329-1004 0 $150.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $274.00 3 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 4 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 6 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 3/22/2021 PERMIT NUMBER COMM21-0005 ISSUED: 3/22/2021 EXPIRES: 9/18/2021 COMMERCIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $274.00 COMM21-0005 Address: 340 DUDLEY ST APN: 172347 0000 $274.00 BUILDING $80.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN REVIEW $40.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 PUBLIC WORKS PLAN REVIEW $150.00 PW REVIEW COMMERCIAL BLDG 001-0000-329-1004 0 $150.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R15265 $274.00 Printed: Monday, March 22, 2021 3:36 PM Date Paid: Monday, March 22, 2021 Paid By: Xtreme Renovations LLC Pay Method: CREDIT CARD 436594916 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15265 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION COMM21-0005 e Building Permit Application City of Atlantic Beach BuRdlng Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Buildlng-Oept@coab.ys •AU. INFORMATION HIIHLldkTm IN 6'1AY ISUQUIIIB>. Job Address: 3 40 D'-Jtk.1 51, Afl111l'<.. 6c't"~ fl_ 3lz-YS Permit Number: #'-4•lrJesa'lption 2C/--ffl.. 17-Z.S-l't (: I~"& ~!J;v,~,iYJ J.,f J 6//( z. REl __ ll_'Z_3_4_1 ___ 0_oO_o __ Valuation ofWorll (lleplac:ement Cost)$, ______ Henad/Coolecl Sf ____ Non-Healed/Coaled ---- • OISS of Wort: □New IJAddltlon □Altllratlon □Repair □Move □Demo □Pool □Wlndow/DOor • Use of eicistlns/proposed structure(s): □Commertill □Residential • If an existing structure, Is a fire sprinkler sysbrm Installed?: □Ves □No • wm nefsl be ctol9Ycd 10 IMPEliJIPD With R£999§ed eadtFU □xu (must Mlllll mn'.JSt n:u Bcrn:_e-rn1t1 □Ng Describe In--the type~ work to be performed: .SI\ 5~\\ . .s~~'tj Florida ProductApproval# _______________ for multiple products use product approval form Name+.i:..><-;:..a:u;__,~;.;.,.;.------=-~----~· Address..,_(..,.Q~l~S~· -L.aAR.=JrJ~t'--~~hJ~i:J~#~J,-<-1_7,:r,,o,.....,,,--- Clty Zip '312.2'3 Pho~' §@ -Q 2 -s 7!0 E-Mail _ ____,j~101!S;in.J~lclt:~"1-,Cbli~~~ID---------------0Wneror Agent (If Alent. Power of A: or Apnc:y Letter Requlradt _______________ _ Contractgr •ofmm--= 1 ~~• ~,1-s *..;'~ ~aw 1 =c:~ReptrattontAZhii-iri J=•=~ !:[.,. Archltec:t:Name&Phone# ___________________________ _ Englnter'sName&Phone# _____________________________ _ Woricers Compensation Insurer (9tt u-rr ~ «. .,, 4-=<,,,, OR Exempt o Expiration Debt f / ')..!-,. Application Is hereby made to obtain a permit co do the work and Installations as Indicated. I c:erttfv that no work or Installation has commenced prior to the Issuance of• permit and that an woric wlU be performed to meet the standards of all the laws reaulatllll construction In this Jumdlcllon. I undentand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOll£RS, HEATERS, TANKS. and AIR CONDmoNfRS, etc. NOTICE: In addition to the requtremems of this permit, the,e mav be additional rastrktlons appllc:able to this property that may be found In t:tle public records of thl$ county, and there may be additional pennlts required from other ao,ernmentat entitles Stith• watar man-apmant districts, 5tate asendas, or federalepndes. OWNER'S AFFIDAVIT: I certify that all the fore&Olng Information Is aCC1.1rate and that al wont will be done In compliance with all appltcable laws regulatlna 0ClnStr\lCtlon and zoning. ~KnownOR { ] Produced ldentlllCll1on Typaoflclentifkallon: __ __:~~at,l~F---- COMM21-0005 Doc # 2021019990, OR BK 19552 Page 1509, Number Pages: 1, JOD Y PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY Recorded 01/24/2021 09:25 PM, RECORDING $10.00 NOTICE OF COMMENCEMENT Stateof /-t (,•rviAn ~untyof pu;.i;\ ~ 17 2., '1? -otJO () ~ TuFolloNo._,;....;._ __ :, ______ _ To Whom It May Concern: The underslsned hereby Informs you ttiat Improvements wffl be made to certain real property, and 1n acc«dance with Section 713 of the Ror'lda Statutas, the followlns Information Is stated In this NOTICE OF COMMENCEMENT. cCt" ~ IJRscriptlon of l)f'operty ~n1 improved: . . L-,'-'1? 17-zs-2<, /;; /r~,5 svbJw',Sipn lo ➔ ~ B/Lz ~Addressofpn,JN1rtybeln,lmpr4Wed:340 D,Klk; 9J A:\kJ.c., 13.t'.cJ,h J ti. J-zn··-£ ~ General desctlption otlmprovanents:_~_"_i_+111---"1t_J ........ ~,q--~-•-~-------------------- ~ner: Qu:l\s,--1 ~;ckY\'.ls. \\l Owner'slnteratlrlsiteofthe Improvement: _______________________ _ FeeSlmpleTltleholder(lfotherthanowner}: _______________________ _ Name: ....... _______________________________ _ Contractor: 'tf.~..,..._.c. P.er:wv" -1-~~ Address: 4 <:< t.t r?,A ..,. .,. ~ :b ,,~,.-4: ,\w r, ·p, 1 1 Telephone No.: i'ev ,21 Ba Is· Fax No: _________ _ 5"retyllfany) _______________________________ _ Addrass: __________________ AmountofBond$ ________ _ Telephone No: _______ _ Fa11No: _________ _ Name and address of any person maktn1 a IOllfl for the a,nstnJCtJon of the improvements Name; _______________________________ _ Address: ______________________________ _ Phone No: _________ _ fax No: _________ _ Name of persor, wlttiln the State of FIDrlde, other thin hlmsatf, d8Slplated by owner upon whom notices or other documents may besa,ved: Name: _____________________________ _ Address: ______________________________ _ Telephone No:_________ Fax No: _________ _ tn addition to himself, owner desllnates the followinl permn to receive a copy of ttle Uenor's Notice as provided In Section 713.06(2) (b), Florlda Statues. (Fill In at Owner's GPtlonl Name: _______________________________ _ Address: ______________________________ _ Telephone No: ________ _ Fu Mo: _________ _ THIS SPACE FOR R£CORDER'S USEONl.'f or Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab .us D Revision to Issued Permit OR dco,recfons to Comments HIGHLIGHTED IN :,. GRAY IS REQUIRED, ~ ... ., ,i, PERMIT#: -wMM 7,,.\. noo5 Date: ~ d3/lf/ZotA Project Address: _ 1 .' -_, __ -. ....;~~~J.JDI.L-.-D~"~:uli..< ~1:_~__,,..2.~+:J.._--.:...{'._~_·· -1,/t::x:itu.\ !:l!'1!l.u.+;!.li' <ci:....'-08:s.::e<4~lt!lb-..l.f.t::.k,f-, _..3~2,:;_Z.;;:,J"'--';1 __ _ Contractor/Contact Name: r· )S.h:e ("\ (. ,; :Q.<.oQ\) c,J; Q:/1 s:~ . .' ~-' '. ·. r . • . Description of Proposed Revision/ Corrections : .. ·,. 1_:: __ t;'""~""''"""""'G....,r.)...___Jl> ....... o ... M .... <i,..,.S:---~; affirm the revision/correction to comments is inclusive of the proposed changes . (printed name) • W_/t I propos_ed revision/corrections add additional square footage to original submittal? ~ No ~ Yes (additional s.f. to be added : ___________ ) • '!!_i'f, propos~d revision~c_orrec~ions ad~ addi_ti~nal increase in building value to original submittal? ~o [] *Yes (add1t1onal increase m building value: $ _______ ) (Contractor must sign if increase In valuation) •s;gnatu,e of Cont,actor/Agen~ ---, -::::::----,, (Office Use Only) 0 Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments _________________________ _ Department Review Required : Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updat~d 10/1 7/18 e . . .I' . . Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us .. ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED • PERMIT#: · loMM-z , _ 0 aos 0 Revision to Issued Permit OR @ Corrections to Comments Date:,..-· Q z/Z3/zo-c I Description of Proposed Revision/ Corrections: 1r· .. ~i J. -.,,,Oh~c,s ""1r:•;,~~~'.:~~~ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • ~II propos:d revision/corrections add additional square footage to original submittal? llA No ~ Yes (additional s.f. to be added : ___________ _, • ~i~propo~;d revision~c_orrec~ions ad~ addi_ti~nal increase in building value to original submittal? WfJo ll *Yes (add1t1onal increase in building value:$ _______ _, (Contractor must sign if increase in valuation) c:::::::::=-- *Signature of Contractor/ Age?~~-==:=~~~;;;;~~~~=;;=::==::::::------,..====-------- {Office Use Only) D Approved D Denied D Not Applicable to Department Permit Fee Due $ ------ Revision/Plan Review Comments ___________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 Stairs must comply with FBC-B, Sections 1011, 1014, and 1015including handrail returns, Section 1014.6 - , i \ ' " I\) ' ' .. II ' .. .. .. ,r- t .J -( ; \j \ t ~ ~ ~ ~ { "- II . .. LL.'4'' I . . ' ! ~ ~l ~ ~i ~ ' ~ '-I, ' I ~ I;\} C:.'r'EP'!> ~ . ; II •· ' . I ' . .· , , . . , , .. -& - I II [ 0 CJ ,-0 - ~ ~ ·• == .. .. ~ .9 :8 DO ~ ,.,. 0 = . , ; . . •' ~~ • ., .... ,_ D~Q: -lo-- •. •· .. . . ~-,-- --.. . . . ReA.-R E'c E .. ~;. <:,c.A. t.E · 1/'f • :: I 1 . . .15'-''",. Fx1~r1NG 2 Sn:1e.v CMv. Al'ID N/'IMEO /lPIIRTMEHT .81,t.1 i..D.ld'5 ------.... -. ------. - II • -. ' . • . ~ -~ ~ ~-~ -~ ; , I -.• . ,. • . ' . .. .,,; .,.. ... ~ ,. . .. .. I ' ' . ? !,,'" .. ,di!, '_,,- . - :,,t'{E.W l,,£Xr5r, 11 ,., _. l;l5, ,~r;_ , New .. -I · ,E EI· S, D£:---t ·L£ VArto-,J SCA,LE .ii).•.:/' . All dimension MUST be verified in the field and adjusted to suit existing conditions " . .EIIGIHEER OF RECORD: RONALD 1. BONGIOVANNI. Pl! 1242515 ANCHOR ENGINEERING' OF FLORIDA. INC , .. CIVIL ENGINEERING or ,u. · 2720 PARK STREET # 218 JACIIIOll'IIU& -92206 . .. ~--,l1JTB. I B1411 I, 4,411 , ~ ' • l ' ' IC l l ~ .... i ~ ~ t sros I\ . ~ i -~ ~ .. ,. ~ ~ r., XI u_,(_6.__~c.. . STEP$ AHO q/oqD /,Na}_Lm;. ___ BcHJtwl; e x15Tt1116 ?we_. __ St.RB R:!.l!:'...L.~=------- I >" ' !1"' ~ ~ ,;? .Bu; B T 51 OE::fJ :EIOO:TDAt· .sc.A.~ AA .. -=.t ~ Revised Drawings 03/10/21 Revisions to PERMIT NO. COMM21-0005 ~ ~ <1 , -. ' .r~/ I ' • .. l?EM ovE Exisr:11,14 t.,,11c. .§'oll0._/!;§1..JJ.f.!!.:._,_~----·-~. :--. ____ I -~ II II II II I II II __, DD DQ :□ I I ., . I~ .. . . ' .. .. ' □□ □□ ,,,, . :·o DQ ' . ~-' ' I OD 0-D ' l ' I ' Ea_oAt r .. E..L _E.:.\L.ATJ __ o/\J tsCl>Lf v-,.•: ,, 03/10/21 ' Ford Contracting LLC .. 2947 Loran Dr. W. Jacksonville; Florida 32218 Steve Ford (IN)IMS-2&28 T1tle Stair and Landing Replacement for Residence 340. Dudley Street •• > Atlantic Beach, Florlda Cv#om<llupGIJ · JolinJ. Crum Re:ddantlaS DNlgn.a-,ct Dra~g ServJcee ·u You can Dream It" ........ "We Can Draw It" Jacbonvllle, FL (11114) 7S9-lil8S Sheet No.1 . . Date I 1 Z-28-20 I ..... _. No.I 188•2020 . ·• Joe Crum •· , Conventional Frame Roof Area Shingle Roofs Span Table for No. 2 SYP Raftere 2"x8" 11 " 1r1• 13' 11" 2 10" 211"--2" 21'•10" 1T-10" 2"x12" 28'.Q" 23'·10" 19'-8" Span Tabla for No. 2 SYP Rafters · No Celling Joist with Drywall Celling • 20 psf LL, 15 psf DL Sl7 "' •?" ft r 1 1.." o.c. ?A." o.,. 2"x&" 13''6" 11'.8" ~·- 2"x8" 1T~. • .. ,..g. • .... 1 .. 2"x10" -, .... ·-.. 14'e4" • 2"x12" . 23'•10"' 20'-8" 18'·10" Span Table for No. 2 SYP Celling Joist If 10 f 20n• LL -• DL ~-= • .,.. n ~ 16",..,. ?A",..,. 2"'x4" rr-T 11"-G" 6'-7" 2"x6" ......... ·-.. 9'-10" 2"x8" 1T•7" 16'-3" 12'-8" 2"x10" ·""'•11" 18'-1" 14•-r 2"x12" 'ff..()" 24'-t" 19"-10" Span Table for No. 2 SYP Floor Joist 19'-1". 18'-8" Roof Framing Notes: 1. Nall raftm lb celllng jolat with 4 -1611 common na111. 2. Nall -1o plain with 3 • 18d common nails. 3. All raflera and ..rung joist ahail be No. 2 SYP . or betlar . .. Southern Yellow Pine SPAN TABLE ' . ( . ~GINEER OF RECORD: l!ONALD I. BONGIOVAIOO, PB 124255 . . ANCHOR ENGINEERING' OF FLORIDA, INC, CIVIL m!GINEERING · ,.. ,.. • . 2720 PARK STREET # 218 . ;.: ' JACl!SOJIVIWI. J'lORll>A S2205 • . "&_7;r./a c''x12·· er Srq_11iGER. c"i4"P.r. TTb""' 'RA I I. ,_#"MT. :r tlE-4:" 4" ,t I ( . 2''~~/?{Rrm '-ur: :evKt2 " AT; STAIR Su,t,14£1?1...IJ---rr (3' 8Eq111MP . • .. 1'--JJ-..LU ◄,E:,1s,: 1/NEw, ... 1 . ' P"s 0.N r SH4UM/.. fw,s:., Bit BEAil. : . . . ,'=8:~»Jfst.j;{i?~::d3...~:6l. : . SC:btl :aW.~~_. · -. : _-· · ·. · , I " ... l I CUA A. .._ I iz• /?oc;,;D ~/h,/fac. ;'/l'JNO RAIL c"x<e" i? r, BACl{f'/6 ~l/rlblllf J. , --l""11 /Jrmcll J"-" 2'':t.2"€.t ~/,vj;JL.__µdfltlJL~- (2) !Od. &l/ll$ l5'..'<U!, ·( 4'' STAl(DAIZD H"1rYO !$Ill£_ /?JR.I/ c.KET ... #&•&,C - IR\ O?>ljo/21 SffiiLIR~- E. x,az; __ S _10.E..~..A1,.U(, __ . · . R {lf,.i_fl,. Revised Drawings 03/10/21 ,I. ... . "" ::> ' . ""~ ~ Revisions to PERMIT NO. COMM21-0005 ! ' ; , \i ~: " ~ ,.r ~ lj, ~· ~ ll ~ ~ ., " fl ' -~ ) 3'' ) '1 " '< ~ _i ~ -~ J ~ ~ -~ ~ \J ( I -'-" ' I ~ ' lo , ( , -J '~ I i ~ 1 I ~ ~ 11n ~ ~ rti: ~ ti ~ ·~ ' I~ .. -s • R ~ I !~ ~ ~~~ I "' ,u l l~ ~~ ' i;: ~ , ... ~-lf ,, 1/): ~ i ~~ ' i..:' vi i \\l ~ ~ ~ ~\ , ----; ... ~ '-1- ; . , L;.i!, l."-7i SL_'2._e_,u~(,_}s.___ ---Ji, '? ·-' . Sheet No. 2 2/17/2021 1015.1 General. 2020 FLORIDA BUILDING CODE, BUILDING, 7TH EDmDN-Cf'IPTER 10 SECTION1015 GUARDS Guards shall comply with the provisions of Sections 1015.2 through 1015.7. Opera:ile windows with sills located more than 72 inches (1829 mm) above finished grade or other surface below shall conply with Section 1015.8. 1015.2Where required. Guards shall be located along open-sided walking surfaces, includir,g mezzanines, equipment platforms, aisles, stairs, remps and landings that are located more than 30 inches (752 mm) measured vertically to the floor or grade below at any point within 36 Inches (914 mm) horizontally to the edge of the open side. Guards shall be adequate in strength and attachment in accordance with Section 1607 .8 , 2/17/2021 2020 FLORIDA BUILDING CODE , BUILDING, 7TH EDmON -CHAPTER 10 1015.3Height. Required guards shall be not less than 42 inches (1067 mm) high, measured vertically as follows: 21171202 1 1. From the adjacent walking surfaces. . 2 . On stairways and stepped aisles, from the line connecting the leading edges of the tread nosings. 3 . On ramps and ramped aisles, from the ramp surface at the guard. 2020 FLORIDA BUILDING CODE, BUILDING , 7TH EDmON-CHAPTER 10 1015.4Openlng limltatlons. Required guards shall not have openings that allow passage of a sphere 4 Inches (102 mm) In diameter from the walking surface to the required guard height. r https:l/codes.lccsafe .org/content/FLBC2020P1/chapter-10--means-of-egress#FLBC2020P1_Ch 10_Sec1014.1 111 2/17/2021 2020 FLORIDA BUILDING CODE, BUILDING , 7TH EDITION-CHAPTER 10 1014.1Where requi red. SECTION1014 HANDRAILS Han drails serving flights of stairways, ramps, stepped aisles and ramped aisles shall be adequate in strength and attachment in accordance with Section 1607.8. Handrails required for fiights of stairways by Secti on 1011 .11 shall comply with Sections 1014.2 through 1014 .9. Handrails required for ramps by Section 1012.8 shall comply with Sections 1014.2 through 1014.8. Handrails for stepped aisles and ramped aisles required by Section 1029.16 shall comply with Sections 1014.2 through 1014.8. 1014.2Helght. Handrail height, measured above stair tread nosings, or finish surface of ramp slope , shall be uniform, not less than 34 inches (864 mm) and not more than 38 inches (965 mm). Handrail height of alternating treed devices and ship's ladders, measured above tread nos/ngs, shall be uniform, not less than 30 inches (762 mm) and not more than 34 inches (864 mm) 2/17/2021 2020 FLORIDA BUILDING CODE , BUILDING , 7TH EDITION-CHAPTER 10 1014.3.1Type I. Handrails with a circular cross section shall have an outside diameter of not less than 11'4 inches (32 mm) and not greater than 2 Inches (51 mm). Where the handrail is not circular, it shall have a perimeter dimension of not less than 4 inches (102 mm) and not greater than 6 114 Inches (160 mm) with a maximum cross-sectional dimension of 21/4 Inches (57 mm) and minimum cross-sectional dimension of 1 Inch (25 mm). Edges shall have a minimum radius of 0 .01 inch (0.25 mm). · https:/lcodes.iccsafe .org /content/FLBC2020P1 lchepter-1 O-means-of-egress#FLBC2020P1_Ch10 _ Sec1014. 1 ENGINEER OF RECORD, RONALD J. BONGIOVANNL PE #24255 ANCHOR ENGINEERING' OF FLORIDA, INC . CIVIL ENG !NEERING """ 2720 PARK STREET # 218 - JACl<SONVILLE. FIORJDA 92205 "' ....... _ Aunt # 5143 . ' 111 2/ 7/2021 2020 FLORIDA BUILDING CODE, BUILDING , 7TH EDITION. CHAPTER 10 SECTION1011 STAIRWAYS 1011.1General. Stairways serving occupied portions of a building shall comply with the requirements of Sections 1011.2through 1011.13. Alternating tread devices shall comp ly with Section 1011 .14. Ship's ladders shall comply with Section 1011 .15 . Ladders shall comply with Section 1011 .16. 17/2021 2020 FLORIDA BUILDING CODE, BUILDING, 7TH EDITION-CHAPTER 10 1011.2Width and capacity. The required capacity of stairways shall be determined as specified in Section 1005.1, but the minimum width shall be not less than 44 inches (1118 mm). See Section 1009 for accessible means of egress stairways. 2,17/2021 2020 FLORIDA BUILOING CODE, BUILDING, 7TH EDITION -CHAPTER 10 1011 .5.2Rlser height and tread depth. Stair riser heig_hts shall be 7 inches (178 mm) maximum and 4 inches (102 mm) minimum. The riser height shall be me~sured vertically beM-een the nosings of adjacent treads. Rectangular tread depths shall be 11 inches (279 mm) ~lrnmum measured horizontally between the vertical planes of the foremost projection of adjacent treads and at a nght an~le to the tread's nosing. Winder treads shall have a minimum tread depth of 11 inches (279 mm) between the vertical planes of the foremost projection of adjacent treads at the Intersections with the walkline and a minimum tread depth of 10 Inches (254 mm) within the clear width of the stair. 2/7/2021 2020 FLORIDA BUILDING CODE, BUILDING, 7TH EDITION-CHAPTER 10 1011.5.SNoslng and riser profile. Nosings shall have a curvature or bevel of not less than 1116 inch (1.6 mm) but not more than 9116inch (14.3 mm) from the foremost projection of the tread. Risers shall be solid and vertical or sloped under the tread above from the underside of the nosing above at an angle not more than 30 degrees (0.52 rad) from the vertical. 1011.5.5.1Nosing projection size . ,- The leading edge (nosings) of treads shall project not more thari 11 /4 inches (32 mm) beyond the tread below. 1011.5.5.2Noslng projection uniformity. Nosing projections of the leading edges shall be of uniform size, including the projections of the nosing's leading edge of the floor at the top of a night. ht,s ://oodes .iccsafe.org/contenVFLBC2020'?1 /chapter-1 0-means-of-egress#FLBC2020P 1 _ Ch1 0 _Sec1014. 1 Revised Drawings 02/17/21 Revisions to PERMIT NO. COMM 2 l-OOOS 111 Sheet No. 3 L-- ' ' " I\) r- ( .J -( 0: ~ i ~ \. ( J '-~ ~ ~ { ~ -II II I " ' ', /LI()" / . ' i \::; ~· ,, '-I ~: 't' '-I' ' 5=.T'E.P-S ,_ Cl ~ --=-- i , . "' I'() ' ~ I\) ~ . ~---_.--~ II II ll~ IJ [J □- I i ' ' ---' i ' ' 00 I ' er □ 0 00 --□-~ -- □·□ o~ -..... - 5210" ,I L.wr1NtS 2_$ro_g.y C/YJGI. l'/"1D /EJiAMeT.J §PlfR.IMENT P4'.l l.D//ftS_ - ---II II --- II ---.i Jn"' ~ ~ -'-' ! I ~ -N --I= I ~ I ~ ---~ ' ~ ~ ' °' " °' "°' i~ ~ I F::t i i I ' ~ .. ' i II l I I I I ! I i I ~I ' i ~ --. ' --- ""' .... ----- I I I .::. ,,.. i:£:E r--SroE-E. LE l,lAT[l'J_H SCA£{; ¾f•c=/I All dimension MUST be verified in the field and adjusted to suit existing conditions ,, ,, .. ENGINEER OF RECORD: RONALD J, BONGIOVANNI, PE #24255 ANCHOR ENGINEERING' OF Fl.ORIDA, INC. CIVIL ENG Il\'EERING ~ onu 2720 PARK STREIT # 218 JACKSONVlLLE. FLORIDA 32205 " (90<--1!118-120} AU'l'H. /!-5143 I, 4~'' . , i i le ~ ' Q < 'It- '1 srp;s ~ -, 1 ~ g ~ ~ ~ l'I :;! Ct, <{ ~ ~ I ' BEMovt; _EXLST 1116 (:.o,-1c.. 5TEPS B1>1t:) P/o_f'!ILMd_QldfL .. ',J,----. RcNJovc. ,E,x15rt_N6 __ Ca,v,c._~_ Sc.,11e, 8cL.oW __ ,,,. 'jll' <: ,,,,. ,; _j____ 6C "-LE ,]4»; I• II II ,: dif 1 _ f?L M <Z.e.~1~iCLAl6 _{}yy_c_, _ fu,tU?_s ___ l}_uf> WeJ.QD _LIJdD.144 HcNJovE Exl~Tltvtio,;c. ~= jJ:; __ /:),§},,P.'f' --. ,. . - II II i II ,I 1~----:i □□ ~U LI I r-----,/2~_"!f_·lf_lHjl-Y,:,-"F=l:il' c'"-------.,,,,---------:..--------cc-!'----,l / ~ '1\ i V '. 1: -------' I' : I, iB? ~OD 0-D '': ~' i---~~----~~: -----'-'-----------'-'-------"'-'--' ---I ---1c-=-=-=-=-=.:r:,::::::.::::::::::::::::::j-----------------____::_=---======::::i--- 12/28/20 Ford Contracting LLC .. 2947 Loran Dr. W. Jacksonville, Florida 32216 Steve Ford (904) 945-2628 Title Stair and Landing Replacement for Residence 340 Dudley Street Atlantic Beach, Florida Cuswm <Designs my Jofi.nJ. Crum Residential Design and Drafting Services "If Yau Can Dream It" ...... ,. -We can Draw It" Sheet No. 1 Jacksonville, Fl. (904) 759-5585 Date I 12-28-20 I Dwa. No. I 198-2020 IDwo. Bv I Joe Crum Conventional Frame Roof Area Shingle Roofs Span Table for No. 2 SYP Rafters No Ceil in J Load -20 osf LL, 10 psf DL SIZE 12" o.c. 16" o.c. 24" o.c. 2"x6" 14'-9" 13'-5" 11'0" 2"x8" 19'6" 17'1" 13' 11" 2"x10" 25"-2" 21'-10" 17'-10" 2"x12" 26'-0" 23'-10" 19'--6" Span Table for No. 2 SYP Rafters No Ceiling Joist with Drywall Ceiling -20 psf LL, 15 psf DL SIZE 12" o.c. 16" o.c. 24" o.c. 2"x6" 13'-6" 11'-B" 9'-6" 2"x8" 17'-9" 14"-9" 12"-1" 2"x10" .. , ... -:i .. 17'.Ji:" 14'-4" ' 2"x12" 23'-10" 20'-8" 16'-10" Span Table for No. 2 SYP Ceiling Joist 20osf LL 10 osf DL SIZE 1211 o.c 1 fi" o.c. 24" o.c. 2"x4" 9'-3" 8"-0" 6'-7" 2"x6" .. ~'.11" 4'>'..n" 9'-10" 2"x8" 17'-7" 15'-3" 12'..S" 2"x10" 20'-11" 18"-1" 14'..S" 2"x12" 26'..()" 24'-4" 19"-10" Span Table for No. 2 SYP Floor Joist 40psf LL, 10 psf DL ~·-~ 1?" --,f Q;II "' ,._ ')AH -... 2"x6" 10'-3" QII JIii 7'-7" 2"x8" 13'-6" 11'-10" 9'-8" 2"x10" 16'-2" 14'-0" 11'-5" 2"x12" 19'-1" 161-8 11 13'-6" Roof Framing Notes: 1. Nail rafters to ceillng joist with 4 -16d common nails. 2. Nail rafters to plates with 3 -16d common nails. 3. All rafters and ceiling joist shall be No. 2 SYP. or better. Southern Yellow Pine SPAN TABLE Z'k£fUitP._'l?.EuJ,._ - ~, /?7, $P1Nl)cL-S _ -... __ -.... ;~ ~~-- 4-''#3()Cd lh ;::j~_p,,__~st-1 Co,.1c.ffi11f!B._C.LEA!'l,/.o,IA~ MD--1"REflJ"lifd /;,ft(;!.tE!t l_ . . !ENGINEER OF RECORD: RONALD J. BONGIOVANNI, PE #24255 ANCHOR ENGINEERING' OF FtORIDA. INC. CIVIL ElNGINEERING · ,;:::" ""'-. 2720 PARK STREET # 218 . ~· · JACKSO~~~A 32205 . A1JTH. # 5143 LESS THAN 4" SPHERE (MAX.) HANDRIJL PER r.a.c. 6" SPHERE (MAX.) (\J st GIJARORIJL PER F.B.C. NEWEL POST / RIJLING PER BUILDER & OWNER LESS THAN 4" SPHERE (MAX.) 1" MAX NOSING . ...J 9" MIN TREA°1 ¾" T&G PLYWOOD SUB-FLOORING ATTACH STRINGER TO BEAM 7¾11 MAX RISER 'ii""~ (3)2x12 S/1'62 STRINGERS (MIN.) TREAD & RISER MATERW. PER F.B.C. STAIR NOTES: ' (2)RISERS + (1)TREAD SIIAll NOT BE LESS THAN 24" COMBINED OR MORE THAN 25" (MIN.) ' WIDTH SHALL BE 36" (MIN.) BElWEEN RIJI.S (SEE f.B.C. FOR PROTRUDING OBJECTS) ' ATTACH STRINGERS TO BEAM w/ (6)16d NAILS O BEAM, TOE NAL BOTTOM. RAIL NOTES: ' All RIJLING SHALL COMPLY WITH FLORIDA BUILDING CODE 2014 ' All RIJI.S SHALL HAVE A PERIMETER DIMENSION OF 4" (MIN.) & 6" (MAX.) x 21f DEPTH (MAX.) ' RIJL HBGHT SHALL BE 34" (MIN.) .AND 38"(MAX.) ABOVE TREAD NOSING / FLOOR. ' FlNGER SPAGE SHALL BE ti,"(MIN.) ANO ~• (MAX.) FROM OOWELS / WALLS. • ROUND R.AJI.S SHALL BE vr (MIN.) AND m· (MAX.) DIAMETER. ' HANDRIJL SHALL BE PRO~DED AT ONE SIDE (MIN.) OF STAIRS. STAIR / RAIL DETAIL c:"102 "/!,!;~_ Srm R 5rR1!,JAf115--1-1---n (~(rYJRfD --.'.',. 'II) ,, ~ Ii) ' 1... "- ' ' ' .'-¼. .. ...,.._. .}~~t\ , " , ~ ......_ t , / -· -·, ... ( ~ - •-.. ~ ,,/ , -; -,,. ,\) 1 '!! ' -I -1-... ' I 1 ( ): ; 1 t ~ b re I~~ ~ ,,,, -:fl' ~ ~~ ~ ~I~ , ~ !I, I ~ lj ::i ~ ,.: ~ ~ 'v I~ '.'l' ~ t I ~1~ ~I~~ ~ ~ ' ~ 'ti ·, tu . 't "'- ' i::1)~' ~ ~, I ~ I 4) ~ -s-1 : l.ll~i~ \:) ! I~~ '{; ~ I; • '"''. ~ ~,~ ~ ' -.J , ~ ~ '-lj t') t '!'(j ~ ~ "' 1 <;;/ "'' q I\J' ~i ~ 'I"' '::i I ~ '\j ) i ~· ) ~ ,. >fi ( : ~ \i.1/ ' -' 4'' 'I I I ~ ' ~ ~ I ' [ 1~ l \l I . ~ ,t!. " ~1 ti I~ ~ ( lij , re ' ij ~ f.;) ~ ,~ \) 1\n ~ I~ ~ 1\ i~ k ~l ~, 11 ~ ~~ ~i ~~ 1~ ' ' I "l! ' ,'3 ~i t ~ ~ ~ ~ ~! ~'\] I~ ~ ~J I ~ u \;;\ : ' I~ ~)~ ti 1-.: ~-,,< ? s ~ I ' ~ Ii) -.J .... "-i ~~ 1j 1/) n! )k;'. I"' ,: ' ' :>. i ~ .~ ~; I~ ' li,si ~"' I~ w : ,: )I I ! I~ ~ ''\) I 1, i l ----, t. -\ ' ' ",t-,<::i I ~ ' ' I V . _£.x_.1 ~z-; _ 5 ID E_f.().A_l,..M.,__ _ .. 17 ,t!. '7 ,C)ILS_T. ... St.e>eg1_~ __ LU:, .;. ::? . .;-~,-~ Sheet No. 2 Do c u S i g n E n v e l o p e I D : F 1 9 E 2 0 4 F - F 1 2 F - 4 3 A B - B 2 C 0 - 6 7 3 6 C 9 B 1 8 B 1 1 2/ 2 2 / 2 0 2 1 ,. _ _ , i ' " I\ ) •• II ' .. : . , . . .. .r -1 ., J -c( 0: ~ ~ ~ \ ~ ' ~ C( ~ ~ ~ .. ~' , '" t > " ; • , ' I i ~ ' 1 ~i 'I ~ ~ '- 1 , ' ~ I t: : . - E P ! > " • ~ ' . I ' ' ' - _, , c ~ " Fx . 1 s r 1 N 6 2 Sn 2 e . y c1 1 1 v . - - . - - . . . ' . -- - - - ~ - II II II II -- . . . JJ~ Q [ l 0 - I I I ~ ~~ - . .. .. • K ~ ~ 0 0 q) J ~ - - ~ 0 ~-o . -; . ,· . ' ·:- ... ~·~ ~ - .. ' ,> o;o - ,.. . '· .. . ~.· - ,, ~ - .. ' ·- • ·; .. . i • RE A- R E tE · Y A 1 ;, a At ., !5 C . A , L l f . 0 l/ ' + • : . 1 J ·· TH I S IT E M HA S BE E N DI G I T A L L Y SI G N E D AN D SE A L E D BY RO N A L D J. BO N G I O V A N N I , PE #2 4 2 5 5 ON TH E DA T E AD J A C E N T TO TH E SE A L PR I N T E D CO P I E S OF TH I S DO C U M E N T AR E NO T CO N S I D E R E D SI G N E D & SE A L E D AN D SI G N A T U R E S MU S T BE VE R I F I E D ON AN Y EL E C T R O N I C DO C U M E N T . . .. . . • . . . A # D ~ B M ~ O ll P l l l l T W J E N r s~ , l. / > . l . # 1 5 .. - ' .. . . . . . ' ·- · · - · . - . . ' ' .,. . I , I I . . . ,e : : . ~ "" ., , . . . .• .. i ' ' I . . ,t . ~ .. ~ !- , , - ' - ,. , Y l W t, . £ x , sr . .. -- . .) a ., e 1 1 ; 5 1 : > Ne v J . , :l : ' : £ : : : E t - S r o r - . . E · L E VA T t o i J · SC A L E . f & t . • . : : : , 1 , Al l di m e n s i o n MU S T be ve r i f i e d in th e fi e l d an d ad j u s t e d to su i t ex i s t i n g co n d i t i o n s .E N G I N E E R <I F RE C O . RO : RO N A L D J. BO N . GI O V A N ! I I , PE #2 4 2 5 5 AN C H O R EN G I N E E R I N G ' OF Fl . . O R I D A , IN C , · · CI V I L li l N G I N E E R I N G " " , u ' 27 2 0 PA R K ST R E E T # 21 8 JA C ! S O I I V I L U I , l' L O I I I D A 82 2 0 6 - .. . (. , . _ . _ _ . . . . , ,1 . U T D . I G1 4 3 ,_ d' e > " ,. - • , I : IO I l ~ · ... . i 1 ~ '- I 7 . Si " ' O S i ~ - ~ "' . ' .. ,. RE M o u ~ E ~ 11 1 / _ 6 _ ~~-. 5T E P $ A u Q (( / o a D /. o _ _ , W L ~ - - . '- 1 - - , _& m o v { ; - . £ , . X 1 $ ' 1 1 6 · Co.tc_. __ · : . 5£ . 1 9 € , ~ l ! : _ J . , _ Q J J / ~ - - - - ~ .. c:: ~ JI 11 ~ &. . Re v i s e d Dr a w i n g s 02 / 1 7 / 2 1 : Re v i s i o n s to PE R M I T NO . CO M M 2 1 - 0 0 0 5 Sc. kLE •74 4 ;. 1 • i::.--~ , , (: i V, • ;;...i:::...J ~ ' '"' .. II II II , .6 , -r;,J , ' , I , f ~ ' . : = • • fleMovE E/tl,$1.'llil,6 t.auc. ..§t..i,_¢.._/:;§'-.1'1..~---·--·-··;_-. ', .. -· --, ~ -II II I II II tl □ [l □ POD D0° -' I l .. . -' I ' □□ □□ ___, . :·o 00° WF! v: • I I OD 0-0 ' f ·. ' I ' __f R_oAI r __ E.L .E.:.\L.AT.LOl\l 6CAL£ Ylf-•:: I' 02/17/21 Ford Contracting LLC .. 2947 Loran Dr. W. Jacksonville, Florida 32216 Steve Ford (904) 945-2628 TIUo Stair and Landing Replacement for . Residence 340 Dudley Street .. Atlantic Beach, Florida c,,;,.,,,,;,,,;,q;,, lily JolinJ; Crom ReoldenUal Oeslgn •l)d Drafting Se,vlcas "" You Can Dream It" ........ "We can Oraw It" Jac:.:bonvme, Fl. . (904) 759-5585 Sheet No.1 Date I 12-28-20 I Dwtt, No.I 198-2020 ■n.un, Bv I Joa Crum Do c u S i g n E n v e l o p e I D : 7 3 4 C F 7 1 5 - 9 F D A - 4 E E 4 - 9 2 3 8 - B B 8 A 6 9 B B 9 E 3 7 2/ 2 2 / 2 0 2 1 ~; , ! i ( . .. . , : . - i - - • • • Co n v e n t i o n a l Fr a m e Ro o f Ar e a Sh i n g l e Ro o f s ~ - -- S p a n . T a b l e fo r _No . 2- 5 Y P Ra f t e r s ~ N II L 0 f LL , 10 f DL ~ in • o a d - 2 >S s 12 • · O, . 16 " o. c . 24 " o. c . 2" x 6 " 14 ' . . S " 13 ' . . S " 11 ' 0 ' " 2" x 8 " 19 ' A K 17 ' 1 " 13 ' 11 " 2" x 1 0 " 25 " • 2 " 21 ' • 1 0 " 17 ' - 1 0 " 2" x 1 2 ' " 26 ' - o " 23 • .. 10 11 19 ' - 6 " Sp a n Ta b l e fo r No . 2 SY P Ra f t e r s No Ce i l i n g Jo i s t wi t h Dr y w a l l Ce l l i n g - 20 ps f LL , 15 ps f DL S 12 " o 6 11 o. c 24 " .c 2" x 6 " · • 13 ' - 6 " · 2" x 8 " • 17 ' - 8 " 2" x 1 0 " I I t 2' ' x 1 2 " 23 ' - 1 0 " 20 ' - 8 " Sp a n Ta b l e fo r No . 2 SY P Ce l l l n g Jo i s t 2 0 n s f l 1 10 s f D L "' I Z C .. '" T l ' , - - I t f t , . . 74 1 1 - C 2' ' x 4 11 8' • 3 " 8" . 0 " s• . , 7 H 2" x 6 ' ' , 1 4 1 _ . . . . . • ~ n n 9' · 1 0 " 2" x 8 ' ' 17 ' - 7 ' ' 15 ' - 3 " 12 ' - 6 " 2' ' J < 1 0 ' ' 20 • .. 11 • · 18 ' - 1 " 14 ' , e ' ' 2" ' x 1 2 " 26 ' - 0 " 24 • - 4 • • 19 ' " - 1 0 " Sp a n Ta b l e fo r No . 2 SY P Fl o o r Jo i s t 2" x 1 0 " 2" X 1 2 " 19 ~ - 1 · · . . Ro o f Fr a m i n g No t e s : 1. Na l l ra f t e , s to c e l l l n g ) o l s t w l t h 4- 1 6 d co m m o n na i l s . 2. Na l l ra f t e , s to pl a t e i l wi t h 3 • 16 d co m m o n na l l a . 3. Al l ra f l f f l an d c, , ! H n g Jo i s t sh a l l be No . 2 SY P . or - r . So u t h e r n Ye l l o w Pi n e SP A N TA B L E / . ~ US S l! W l -4 '- SP H E R E (M A X . ) - II A N l l W I . PE R F.8 . C . o' SP H E R E (M A X . ) STA I R NQ I E S ; ¾° T& G Pl ' l l ! O O O SU S . ' . f l o o R i l G • (2 ) R m S t • WIO I H NO T BE US S . ll W I 24 • CO M S I H a ) Oft 11 W 1 25 " (M I N , ) (I I I H . ) BE l W E E N IW I S (s i : E F,9 . C . FO R PR O I R U p i N G CIS } • AlT A C H TO ll £ A U w/ (6 ) 1 6 d NIJ I S O ll E i l l l , TO E HM . OO T f O M . SH A U . CO I F I . Y 111 1 H Fl. 0 R I I J A Bll l l l l N G CO D E 20 1 4 RA I S SI W . l l! A \ I E A PE R N E I E R DU . I O O O N OF 4" (l , I H . ) I< 6" (M A X . ) x '/ 4 " DE P 1 H ' RH L HE I G H T SH A U . BE 34 " (M I N . ) .I N D 31 1 ' ( 1 1 A X . ) II J ( M . l! l f A D NO S N G / fl O O R . ' FIN G E R SP A G £ Sl ! A l l ll E 1) 1 ' ( \ I I N , ) AN D JI ! " (M A X . ) FR O M l) C ) ' i l B S / W.O U . S . • RO U N D RA l l S Sl ! A l l l l 1) 1 " (M I N . ) AN D '/ 4 ' (l, L I X . ) DW 1 E 1 E R . . • l! A N D P . A l l Sl ! A l l BE PR O ' I I D E D AT 01 ( SID E (i j ! N , L O F ST M l S , S T A I R / R A I L ·D ' .a ~ r . ~r l E w .. . ·. : ··. 4' o ~ ,f , > I . • 2'' ¥ : $ ' ' 1 ? J : R 1 m k l · c; ' K t 2 "A T ; :S r , l / l l Sr s , , , , ~ f / 1 $ . . u . . . - - r r (o l BG Q w ~ / ; ' p . • ' . 1 1 - - - ' . L - - - ' - " " " ~ "' a l L ◄ EXl f S T . t , , /, / E , t , 1 1 • 1 . .• . : ' F° k "" ' r Sfl e U M I _ Riv e 7 ? s c f' o e . Re ' : l ' t ~ ,, , , .& . , sr . k ll ! : . w .. & ~t ~ r n , c G · , . : . t f ? c _ ; . . ~ ; • . '' · ' · ' ' ; f ' - - " ; ~ N , , .· ¼ ' • . ,; - . J' , : i . , : e J - . , , - . _ . SC A L . t : ·J t . ~ , . . . . . . . . . .. . ' .. . . i TH I S IT E M HA S BE E N DI G I T A L L Y SI G N E D AN D SE A L E D BY RO N A L D J. BO N G I O V A N N I , PE #2 4 2 5 5 ON TH E DA T E AD J A C E N T TO TH E SE A L . PR I N T E D CO P I E S OF TH I S DO C U M E N T AR E NO T CO N S I D E R E D S IG N E D & SE A L E D AN D SI G N A T U R E S MU S T BE VE R I F I E D ON AN Y EL E C T R O N I C DO C U M E N T . . .. .. ~ J ! I E E R OF RE C D . . RD : · RO N .AL D 1. BO N G I O V A N N I , PE #2 4 2 5 5 . . AN C H O R EN G I N E E R I N G ' OF FL O R I D A , IN C , . CI V I L EN G J l l ' E E R I N G · ., . , , . • . 27 2 0 PA R K ST R E E T # 21 8 . :- • · JA l l l < ! l O ! l l ' J l l . l ! . Jl ' I . O l l ! D ! 11 2 2 < 1 5 • • . -- AI J ' f f l , I ~1 4 0 I I I I I ,.r I -~ ... I ~ ' . -( I 1) ' " .J I • l ' .J I-" ' \j , ~ ~: ii ' ,, ~ s1· l"' 1'! ti ~· ~ rtt ~ ~ i ll ! . ~ ' i1 .~ i ' ~ ~ I~ ' ,-s ~ 11 ~ ~ ir{ I I . "' ' ,u I ] I~ ·~ \.l.i .,, ~ i I, l;i· li ,;: " . \f ): ~~ V) ~-i .... • ',; ' t.:,' .l"I ~' I ~I i ~ )I I .. i~ • ' J .;;;-il . ---"C ~ 'I::. ,'i:l ~ ' ,. , 1-, ,, e..i',_ t_.51'; S1,a.~...!1.1..J£_. ___ .,, 11' -~ .,, Sheet No. 2 Do c u S i g n E n v e l o p e I D : 6 8 C 1 2 8 5 8 - 5 A E 3 - 4 A E D - 9 A 6 7 - 0 E 7 7 6 C 2 2 3 7 6 1 2/ 2 2 / 2 0 2 1 2/ 1 7 / 2 0 2 1 10 1 5 . 1 Ge n e r a l . 20 2 0 FL O R I D A BU I L D I N G CO D E , BU I L D I N G , 7T H ED I T I O N - CH A P T E R 10 SE C T I O N 1 0 1 5 GU A R D S Gu a r d s sh a l l co m p l y wi t h th e pr o v i s i o n s o f Se c t i o n s 10 1 5 . 2 th r o u g h 10 1 5 . 7 . Op e r a b l e wi n d o w s wi t h si l l s lo c a t e d mo r e th a n 72 in c h e s (1 8 2 9 mm ) ab o v e fi n i s h e d gr a d e or ot h e r su r f a c e be l o w sh a l l co m p l y wi t h Se c t i o n 10 1 5 . 8 . 10 1 5 . Z W h e r e re q u i r e d . Gu a r d s sh a l l be lo c a t e d al o n g op e n - s i d e d wa l k i n g su r f a c e s , in c l u d i n g me z z a n i n e s , eq u i p m e n t pl a t f o r m s , ai s l e s , st a i r s , ra m p s an d la n d i n g s th a t ar e lo c a t e d mo r e th a n 30 in c h e s (7 6 2 mm ) me a s u r e d ve r t i c a l l y to th e fl o o r or gr a d e be l o w a t ,; i n y po i n t wi t h i n 36 in c h e s (9 1 4 mm ) ho r i z o n t a l l y to th e ed g e of th e op e n si d e . Gu a r d s sh a l l be ad e q u a t e in st r e n g t h an d at t a c h m e n t in ac c o r d a n c e wi t h Se c t i o n 16 0 7 . 8 . 2/ 1 7 1 2 0 2 1 20 i o FL O R I D A BU I L D I N G CO D E , BU I L D I N G , 7T H ED I T I O N - CH A P T E R 10 10 1 5 . 3 H e i g h t . Re q u i r e d gu a r d s sh a l l be no t le s s th a n 42 in c h e s (1 0 6 7 mm ) hi g h , me a s u r e d ve r t i c a l l y as fo l l o w s : 1. Fr o m th e ad j a c e n t wa l k i n g su r f a c e s . 21 1 1 1 2 o i 1 . 2_ . On st a i r w a y s an d st e p p e d ai s l e s , fr o m th e li n e co n n e c t i n g th e le a d i n g ed g e s of th e tr e a d no s i n g s . 3. On ra m p s an d ra m p e d ai s l e s , fr o m th e ra m p su r f a c e at th e gu a r d . ?0 2 0 FL O R I D A BU I L D I N G CO D E , BU I L D I N G , 7T H ED I T I O N - CH A P T E R 10 10 1 5 . 4 0 p e n i n g li m i t a t i o n s . Re q u i r e d gu a r d s sh a l l no t ha v e op e n i n g s th a t al l o w pa s s a g e of a sp h e r e 4 in c h e s (1 0 2 mm ) In di a m e t e r fr o m th e wa l k i n g su r f a c e to th e re q u i r e d gu a r d he i g h t . · ht t p s : l / c o d e s . l c c s a f e . o r g / c o n t e n t / F L B C 2 0 2 0 1 = 1 1 !c h a p t e r .1 0- m e a n s - - - o f - e g r e s s # F L B C 2 0 2 0 P 1 _C h 1 0_ Se c 1 0 1 4 . 1 1/ 1 21 1 7 / 2 0 2 1 10 1 4 . 1 W h e r e re q u i r e d . 20 2 0 FL O R I D A BU I L D I N G CO D E , BU I L D I N G , 7T H ED I T I O N - CH A P T E R 10 SE C T I O N 1 0 1 4 HA N D R A I L S Ha n d r a i l s se r v i n g fl i g h t s o f st a i r w a y s , ra m p s , st e p p e d ai s l e s an d ra m p e d ai s l e s sh a l l be ad e q u a t e in st r e n g t h an d at t a c h m e n t in ac c o r d a n c e wi t h Se c t i o n 16 0 7 . 8 . Ha n d r a i l s re q u i r e d fo r fl l g l i t s of st a i r w a y s by Se c t i o n 10 1 1 . 1 1 sh a l l co m p l y wi t h Se c t i o n s 10 1 4 . 2 th r o u g h 10 1 4 . 9 . Ha n d r a i l s re q u i r e d fo r ra m p s by Se c t i o n 10 1 2 . 8 sh a l l co m p l y wi t h Se c t i o n s 10 1 4 .2 th r o u g h 10 1 4 . 8 . Ha n d r a i l s fo r st e p p e d ai s l e s an d ra m p e d ai s l e s re q u i r e d by Se c t i o n 10 2 9 . 1 6 sh a l l co m p l y wi t h Se c t i o n s 10 1 4 . 2 th r o u g h 10 1 4 . 8 . 10 1 4 . 2 H e i g h t . Ha n d r a i l he i g h t , me a s u r e d ab o v e st a i r tr e a d no s / n g s , o r fi n i s h su r f a c e o f ra m p sl o p e , sh a l l be un i f o r m , no t le s s th a n 34 in c h e s (8 6 4 mm ) an d no t mo r e th a n 38 in c h e s (9 6 5 mm ) . Ha n d r a i l he i g h t of al t e r n a t i n g tr e a d de v i c e s an d sh i p ' s la d d e r s , me a s u r e d ab o v e tr e a d no s i n g s , sh a l l be un i f o r m , no t le s s th a n 30 in c h e s (7 6 2 mm ) an d no t mo r e th a n 34 in c h e s (8 6 4 mm ) 2/ 1 7 / 2 0 2 1 20 2 0 FL O R I D A BU I L D I N G CO D E , BU I L D I N G , 7T H ED I T I O N - CH A P T E R 10 10 1 4 , 3 . 1 T y p e I. Ha n d r a i l s wi t h a ci r c u l a r cr o s s se c t i o n sh a l l ha v e an ou t s i d e di a m e t e r of no t le s s th a n 1 1 /4 In c h e s (3 2 mm ) an d no t gr e a t e r th a n 2 in c h e s (5 1 mm ) . Wh e r e th e ha n d r a i l is no t ci r c u l a r , it sh a l l ha v e a pe r i m e t e r di m e n s i o n o f no t le s s th a n 4 in c h e s (1 0 2 mm ) an d no t gr e a t e r th a n 6 1 /4 in c h e s (1 6 0 mm ) wi t h a ma x i m u m cr o s s - s e c t i o n a l di m e n s i o n o f 2 1 '4 In c h e s (5 7 mm ) an d mi n i m u m cr o s s - s e c t i o n a l di m e n s i o n o f 1 in c h (2 5 mm ) . Ed g e s sh a l l ha v e a mi n i m u m ra d i u s of 0 .01 In c h (0 . 2 5 mm ) . · ht t p s : / / c o d e s . i c c s a f e . o r g l c ; p n t e n t / F L B C 2 0 2 0 P 1 kh a p t e r - 1 0 - - m e a n s - o f . . e g r e s s # F LB C 2 0 2 0 P 1 _ C h 1 0 _ S e c 1 0 14 .1 1/ 1 TH I S IT E M HA S BE E N DI G I T A L L Y SI G N E D AN D SE A L E D BY RO N A L D J. BO N G I O V A N N I , PE #2 4 2 5 5 ON TH E DA T E AD J A C E N T TO TH E SE A L . PR I N T E D CO P I E S OF TH I S DO C U M E N T AR E NO T CO N S I D E R E D SI G N E D & SE A L E D AN D SI G N A T U R E S MU S T BE VE R I F I E D ON AN Y EL E C T R O N I C DO C U M E N T . EN G I N E E R OF RE C O R D , RO N A L D J. BO N G l U V A N N ! , PE #2 4 2 5 5 AN C H O R EN G I N E E R I N G ' OF FL O R I D A , IN C . CI V J L Ji i N G ! N E E R I N G - " ' " ' - 27 2 0 PA R K ST R E E T # 21 8 JA C K S O N V I L L E , FI D R I D A 32 2 0 5 (Q 0 . < . - 0 0 6 - - l f f i } AU ' l ' H . I 61 4 3 2"x12" Ledger framing with 4 #16 d rings an nails 12" oc. 2/ 1 7 / 2 0 2 1 2''x4" PT Toprall •• (max.) 11" (min.) Tread 1112"x1112" PT Handrall ~ .. C • ~ g ;,; .. • :i: .£--io .., i • • :. • :i ~ ------· s ----' ... 2"x12''PT Stringer (31 required Concrete Foundation Grade Step and Rail Detail CD N.T.S. 2020 FLORIDA BUILDING CODE, BUILDING, 7TH EDITION -CHAPTER 10 SECTION1011 STAIRWAYS 1011 .1 General. Stairways serving occupied portions of a .. buildin(l shall comply with the requirements of Sections 1011.2through 1011.13. Alternating traad devices shall comply with Section 1011.14. Ship 's ladders shall comply with Section 1011 .1 5. Ladders shall comply with Section 1011.16. 2/ 1 7 / 2 0 2 1 2020 FLORIDA BUILD ING CODE, BUILDING, 7TH EDITION -CHAPTER 10 10 1 1 . 2 W i d t h and capacity. Th e required capacity of stairways sha ll be determined as specified in Section 1005.1, but the minimum width shall be notless than 44 inches (1118 mm). See Section 1009 for accessible me_ans of egress stairways. 2/ 1 7 / 2 0 2 1 2020 FLORIDA BUILDING CODE, BUILDING, 7TH EDITION-CHAPTER 10 10 1 1 . 5 . Z R l s e r height and tread depth. St a i r r i ser heights shall be 7 inches (178 mm) maximum and 4 inches (102 mm) minimum. The riser height shall be m~ ~ s u r e d vertically be~een the nosings of adjacent treads. Rectangular tread depths shall be 11 Inches (279 mm) mi n i m u m measured honzontally between the vertical planes of the foremost projection of adjacent treads and at a ri g h t an~le to the treacfs nosing . Winder treads shall have a m inimum tread depth of 11 Inches (279 mm) between th e v e r t 1 c a l planes of the foremost projection of adjacent treads at the intersections with the walkline and a minimum tr e a d depth of 1 O inches (254 mm) within the clear width of the stair . 2/ 1 7 / 2 0 2 1 2020 FLORIDA BUILDING coo~. BUI LDIN G, 7TH EDITION -CHAPTER 10 10 1 1 . 5 . S N o s l n g and riser profile. Nosings shall have a curvature or bevel of not less than 1 /16 inch (1 .6 mm) but not more than 9 1 16 inch (14 .3 mm) fr o m the foremost projection of the treao. Risers shall be solid and vertical or sloped under the tread above from the underside of the nosing above at an angle not more than 30 degrees (0.52 rad) from the vertical. 1011.5.5.1Nosing projection size. ,· . The leading edge (nosings) of treads shall project not more than, 1 1 /4 inches (32 mm) beyond the tread below . 1011.5.5.2Noslng projection uniformity. Nosing projections of the leading edges shall be of uniform size, includ i ng the projections of the nosing's leading edge of the floor at the top of a flight. ht t p s : / / c o d e s . i c c s a f e . o r g / c o n t e n t / F L B C 2 0 2 0 P 1 / c h a p t e r • 1 Q..means-of-egress#FLBC2020P1 _ Ch 1 O _ Sec1014. 1 1/1 Revised Drawings 02/17/21 Revisions to PERMIT NO. COMM2l-000S Sheet No. 3