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641 David St ACC21-0013 Screened In Porch, roof top deck and stairsOWNER:ADDRESS:CITY:STATE:ZIP: LAZAR MARK A 1602 BENTIN DR N JACKSONVILLE FL 32250 COMPANY:ADDRESS:CITY:STATE:ZIP: TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170539 0000 SALTAIR SEC 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 641 DAVID ST ACCESSORY SINGLE OR TWO FAMILY ACCESSORY SCREENED IN PORCH WITH ROOF TOP DECK AND STAIRS $25000.00 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 EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 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: 8/2/2021 PERMIT NUMBER ACC21-0013 ISSUED: 8/2/2021 EXPIRES: 1/29/2022 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING PERMIT 455-0000-322-1000 0 $180.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $90.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.95 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $529.88 3 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. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Owner. 7 PUBLIC WORKS OTHER PUBLIC WORKS CONDITION INFORMATIONAL Notes: If any additional impervious area is added to this property, water retention will be required. 2 of 2Issued Date: 8/2/2021 PERMIT NUMBER ACC21-0013 ISSUED: 8/2/2021 EXPIRES: 1/29/2022 ACCESSORY PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $529.88 ACC21-0013 Address: 641 DAVID ST APN: 170539 0000 $529.88 BLDG SUBSEQUENT PLAN REVIEW FEES $125.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $180.00 BUILDING PERMIT 455-0000-322-1000 0 $180.00 BUILDING PLAN REVIEW $90.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $90.00 PUBLIC WORKS PLAN REVIEW $25.00 PW REVIEW BUILDING MOD OR ROW 001-0000-329-1004 0 $25.00 STATE SURCHARGES $9.88 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.95 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R16483 $529.88 Printed: Monday, August 2, 2021 10:13 AM Date Paid: Monday, August 02, 2021 Paid By: LAZAR MARK A Pay Method: CREDIT CARD 490827749 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16483 ~+; CENTRALSQUARE ACC21-0013 Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Building-Dept@coab.us Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: ~ /.-rf f)(t I/ / I) .S -, Legal Description Lor L S2J I 5 t::C- Permit Number: __________ _ 5'4LTA-1i? 5 I) RE# /) 0 ..>.3 4"-0000 Valuation of Work (Replacement Cost)$ '.l 5', ocJO Heated/Cooled SF ____ Non-Heated/Cooled__,"'------ • Class of Work: □New p;tllddition □Alteration □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 □No • Will treets\ be removed in association with nronosed nroiect? □Yes fmust submit senarate Tree Removal Permit) □No Describe in detail the type of work to be performed: A\) i) 4-Sc 1'2ecJJe/> r IV f),o 12-c H I vJ, ,If ,4 bee k /.1-B.&LIC: ST;. II~ To Acee>> Tl-+t:e i)e:cK. Florida Product Approval # __________________ for multiple products use product approval form Property Owner Information Name• tY{ A-I~ v( A · J.. &kc.A-12... · Address -,1--I {,6,-LPL: #¢''---,i39-<&a-~ fv""--'T_,1_,!Vc::____,_l).,,_,.1},'--. +t:>=Ou.t><:...LLLJ!fc___ City if 4 )( cs c-'/j.c (+-State Ml Zip J .... srJ Phone '-/OL(-/22 &,. $::Z<3H E-Mail. Ge-& bl-.4-";!: AB-@ rc/..ov1), CC?M Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) __________________ _ Contractor Information Name of Company _______________ Qualifying Agent ______________ _ Address City ________ State ___ Zip _____ _ Office Phone Job Site Contact Number ______ ~-------- State Certification/Registration# E-Mail _____________________ _ Architect Name & Phone#~---~-~-------=--~~~~~=~---------- Engineer's Name & Phone# ~M~ll:~'-"~~-' jJ_~i;;-j./~~G~· '~N~C<~B.~'r2.~'-jJ~~=· ,_, _q_o_l-f.,._, _-_'-!~)~.)~--. _( ~11_5~~_'),__ ________ _ Workers Compensation Insurer ______________ OR Exempt □-Expiration Date _______ _ 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 1S AFFIDAVIT: I certify that all the foregoing information is accurate and that a!! 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 TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC DING YOUR NOTICE OF COMMENCEMENT. Ci. Signed and sworn to (or affirmed) before me this/Q__ day of (V<''tc« -i_,._,, by l\lrl"Lll L/'i"l.4'11/' ta,y, illle1Sra!h of Florida B/mal Doolabh y Commission GG 912645 -Expires 09/12/2023 [ ] Personally Known 0 bd' Produced ldentificatc~o;\ij='=;;;"'e""'=;;:;;;;:;;;;;=;;;;;::;;;::;;;.::;;;;;;a,;;;;;ll Type of Identification: __ _cf-_,' Lcc·--=-=L_, ______ _ {Signature of Contractor) Signed and sworn to (or affirmed) before me this __ day of ____ , ___ ,by __________ _ (Signature of Notary) [ ] Personally Known OR [ ] Produced Identification Type of Identification: ____________ _ ACC21-0013 Owner Builder Affidavit City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 ••ALL INFORMATION HIGHUGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: ______ _ I. FLORIDA STATUTES; CHAPTER 489, FLORIDA STATUTES, PART 1 "CONSTRUCTION CONTRACTING" REQUIRES OWNER/ BUILDER TO ACKNOWLEDGE THE LAW: DISCLOSURE STATEMENT FOR SECTION 489.103(7), FLORIDA STATUTES: STATE LAW REQUIRES CONSTRUCTION TO BE DONE BY LICENSED CONTRACTORS. YOU HAVE APPLIED FOR A PERMIT UNDER AN EXEMPTION TO THAT LAW. THE EXEMPTION ALLOWS YOU, AS THE OWNER OF YOUR PROPERTY, TO ACT AS YOUR OWN CONTRACTOR EVEN THOUGH YOU DO NOT HAVE A LICENSE. YOU MUST SUPERVISE THE CONSTRUCTION YOURSELF. YOU MAY BUILD OR IMPROVE A ONE OR TWO FAMILY RESIDENCE OR A FARM OUTBUILDING. YOU MAY ALSO BUILD OR IMPROVE A COMMERCIAL BUILDING AT A COST OF $25,000.00 OR LESS. THE BUILDING MUST BE FOR YOUR USE AND OCCUPANCY. IT MAY NOT BE BUILT FOR SALE OR LEASE. IF YOU SELL OR LEASE A BUILDING YOU HAVE BUILT YOURSELF WITHIN ONE YEAR AFTER THE CONSTRUCTION IS COMPLETE, THE LAW WILL PRESUME THAT YOU BUILT IT FOR SALE OR LEASE, WHICH IS IN VIOLATION OF THIS EXEMPTION. YOU MAY NOT HIRE AN UNLICENSED PERSON AS YOUR CONTRACTOR. YOUR CONSTRUCTION MUST BE DONE ACCORDING TO THE BUILDING CODES AND ZONING REGULATIONS. IT IS YOUR RESPONSIBILITY TO MAKE SURE THAT PEOPLE EMPLOYED BY YOU HAVE LICENSES REQUIRED BY STATE LAW AND BY COUNTY OR MUNICIPAL LICENSING ORDINANCES. II. INJURY LIABILITY; SINCE OWNERS MAY BE LIABLE FOR INJURIES TO WORKERS THEY HIRE, THE BUILDING DEPARTMENT SUGGESTS WORKER'S COMPENSATION INSURANCE BE PURCHASED .. Ill. IRS WITHHOLDING; OWNERS HIRING WORKERS BECOME EMPLOYERS AND SHOULD ALSO OBSERVE IRS WITHHOLDING TAX AND/OR FORM 1099 REQUIREMENTS ON THE WORKERS THEY EMPLOY ON THEIR IMPROVEMENT TRADES. IV. PENALTY; UNLICENSED CONTRACTORS CANNOT BE EMPLOYED UNDER ANY CIRCUMSTANCES. OWNERS BEING SUBJECT TO $5,000 PENALTY UNDER FLORIDA STATUTE NO. 455-228(1). AN "OCCUPATIONAL LICENSE" IS NOT ADEQUATE. THE OWNER SHOULD PHYSICALLY SEE THE COUNTY "CERTIFICATE OF COMPETENCY" OR THE FLORIDA "CONTRACTORS CERTIFICATE" TO ASCERTAIN IF A PERSON IS A LICENSED CONTRACTOR. CONTACT THE BUILDING DEPARTMENT (904- 247-5826 OR BUILDING-DEPT@COAB.US) IF IN DOUBT. V. ACKNOWLEDGEMENT; I HEREBY ACKNOWLEDGE THAT I HAVE READ THE ABOVE DISCLOSURE STATEMENT AND THAT I COMPLY WITH ALL THE REQUIREMENTS FOR THE ISSUANCE OF AN OWNER-BUILDER PERMIT. JobAddress: bl// D!'tV;/) 51 4TI-/3<:c-~Cf./ 1-L Owner Name: /V/ 4 A, K A . 1-f'r 2.4 /?--Phone Number: YcJl-f-t{,;;. 6~<,;;179J.( Mailing Address: 6 l// c)1:v1µ s·r City: ./fcL. [self State: F/.. Zip: S;;J;) 3 _?s Notarized Signature of Owner ~ f ~ tJ-4-:-:: The foregoing instrument was acknowledged before me this IJJ'rv. day of ~loe{. 201Jli, in the State of Florida, of \j\)>!•,i ,•{~:t;;;.•, .. ,. HEATHER SHERRYE PULLE~ /f"'~~\ Notary Public• State of Fland• i.,_~_:j Commission fl GG 226130 \r.1,orr--~/ My Comm. Expires Aug 10, 2022 """"'eonded through National Notary Assn. County Signature of Notary Public Q:tJJtLQ ~' 12Ju- C4. Personally Known OR [ ] Produced Identification Type of Identification: ____________________ _ Updated 10/24/18 ACC21-0013NOT FILED NOTICE OF COMMENCEMENT State of_--'--~-----"'t_&_· -'-1'2~1_1.c.__)4 ___ _ County of _,.C-,c_>v""'-.L✓...Lcl:-'----CL'-----___ _ Tax Folio No. 17 o (3 Cf -ovac) To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: ----------,--=:----c-----,---------------- LO r I-, 1> c? t s €C--, <;,,.. l TA II< s· 6 Address of property being improved: -/c;J(;,9---L..L/_/c__~(,_)L..!.f:\:~l/:._j_l ..1.f_")"---<"-![c__ _ _,_ALT.!..... _.:_J.._lf-L.:...10-'..c/ (_L=-_,(_~'--"'C.'_.:_'if-'-'C"=-'-/IL-- General description of improvements: _,Q::LL/).t...J.f>"'---~fl:s-----"<wc'.c...._c(2ec....::c?'=....:::c=--'-µ-=cc::...-_;,D.,___,_(..,_?_,_,j-=c=IC~Ll),_,1.'.'"'-'-/?:=c=-· C.1ff:...,.'---"W"'-l.t..1.'0~1+c,:___ I 11;-peel<.. 4(s&t/~ rr 4100 Owner: fJ'1 (r:/2,.k /+ , i r\: 'Z.A e_ Owner's interest in site of the improvement: ____________________________ _ Fee Simple Titleholder (if other than owner): ____________________________ _ Name: ______________________________________ _ Contractor: _______________________________________ _ Address: _____________________________________ _ Telephone No.: _________ _ Fax No: ___________ _ Surety (if any) _____________________ :------------------- Address: ______________________ Amount of Bond$ _________ _ Telephone No: _________ _ Fax No: ___________ _ Name and address of any person making a loan for the construction of the improvements Name: ______________________________________ _ Address: _____________________________________ _ Phone No: ___________ _ Fax No: ___________ _ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: _____________________________________ _ Address: _____________________________________ _ Telephone No: __________ _ Fax No: ___________ _ In addition to himself1 owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: ______________________________________ _ Address: _____________________________________ _ Telephone No: __________ _ Fax No: ___________ _ Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified): ________________________________________ _ THIS SPACE FOR RECORDER'S USE ONLY OWNER ~ Signed: ~ . J..~ . . Date f ' \ :f /0/ '').,02() Before methls ~dayof~Q:¼t*\ 1n the County of Duval, State Of Florida, has personally appeared ~£1. \ 0:_7(&( Notary Public at Large, State of_Florlda, County of Duval. My commission expires:=_5{!.LI.j ,,11),_J!-1,.,.i:f2.,.,_,J,_ ____________ _ Personally Known:_~,:::,L _________________ or Produced Identification: __________________ _ 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 LJ Rev ision to Issued Permit OR ~,Corrections to Comments Contractor/Contact Name: /Yflt: /?..../,{ ~ d;~/4--;4-:: Description of Proposed Revision/ Corrections: **A.LL INFORMATION HIGHLIGHTED IN . GRAY IS REQU IRED. ·. M "". ,;..;; . ;...v1.-:.···· .. ·.-.. /·.;~ .. ~ ·./: ·i ·(o···. rl'J' .. : 'I /,:!.(~·3·L~.: .,:--: ... '.· . .,-.• .. ' .. " ...... ""' .. -. l.'""". iA .. ; u.,t-0.·· .. ·,. CJ.v~C. '-"l:-~-1-~Ctt !!2:j/t l)L_,._ i:::P~---_0r-N--~ G 1 1../..:.-14)47) 'i 1~i1 Tcn..JA~ oor1) 1 .... M .... •••=>.,..tt-.... 1'?-=-K._,,..,.·· ,..,,L .... /1"""•=••2:.""" •• --'iJ.=)?...._· __ ~--'--'---....... affirm the revision/correction to comme nts is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? cyl-No D Yes (additio nal s.f. to be added:-----------~ • Will proposed revision/co rrections add additional increase in building val ue to original submittal? •~No D *Yes (addit ional increase in building value :$ ________ ) (Contracto r m ust sign if in crease in va lu at ion ) *Signature of Contractor/ Agent: ______________________ _ (Office Use Only) D Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/P l an Review Comments ____________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Update d 10/17/18 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Semi n o l e Rd , Atlantic Beach, FL 32233 Phone : (904) 247-5826 Email: Bui l ding-Dept@coab.us D Revision to Iss ued Permit OR ti' Corrections to Comments Project Address : e, 4 f l)At1, D sr Con t ractor/Contact Name: /)w Iv t;:,L N\A:RK. LA:ZA i~- Description of Proposed Revision/ Corrections: **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #:ACL.21 0013 ,~ ( Date:"]/ tJ/\t r , c,-,A,L e() (e t+/.eP Sc.4 t?.S qJ; /:>L4,-J r.. c(Mb uc.Ll6 W h?i CJ£ k/A I ,J e€}) T.,~11 i)c2 ~J PL "'J..("35 /uN r>ctil l.,(y1>1cPT iJLuo:Bv tv /.J dL KL ;i I g lfl 1L.:M~"-~i?::::.e:k.L...e:A:1----"'L:::ICA-"-""'z&,q....,R, _____ affi rm the revision/correct ion to comments is i nclusive of the proposed changes. (printed name) • Will proposed revis i on/corrections add additional square footage to original submittal? ~ No O Yes (additional s.f. to be added: ___________ ) • Will proposed revis ion/corrections add additional increase in buildi ng value to original submittal? ~o D *Yes (additional increase in build ing value:$ ________ ) (Contractor must sign if increase in valuation) *Signature of Contractor/ Agent: ~f#,_-4-'0,t.,..,.,.4r,µ....:t1.'-"-S.;IA'-"t,~~"""-"<~-=""""------------- (Office Use Only) {YApproved D Denie d D Not Ap pl ica bl e t o Depa rtm ent Permit Fee Du e$ _____ _ Revision/Plan Review Comments ___________________________ _ Departme nt Revi ew Re quired : Buildi ng Planning & Zoning Tree Administr ator Public Works Public Utilities Public Safety Fire Services Reviewed By Dat e Updated 10/17/18 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Se mino le Rd , Atl antic Be ac h, FL 32233 Phone: {904) 247-5 8 26 Email: Building-Dept@coab.us ~ Revision to Iss u ed Permit OR D Corrections to Comments Project Address: 6 Ht r)A:v ti) t:; [/~ C:€1 Contractor/Contact Name: M ,ti~ K J., 4 2 11:i< Contact Phone: 1 () 1-fJ). h ~ g ) C, '-f Description of Proposed Revision/ Correctio ns: **AU INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #:RCCl.l .. d0(3 Date:~ ,,,J ' 1...,.f'1~u;4=~il-~K"""---4'-/.'-",t_._L,/l:.-..,_.lc.Z."'----affirm the revision/correction to comments is i nclusive of the proposed changes. (printed name) ~ECEIVE~ • Will proposed revision/corrections add additional square footage to original submittal? JUN 2 2 2021 ~No D Yes (additional s.f. to be added: ___________ ) at. _____ _ • Will proposed revision/corrections add additional in crea se in building va l ue to origina l submit tal? ~No D *Yes (additional increase in building value: $ _______ _, (Contractor must sign if increase in valuation) (Office Use Only) l'!(Approved D Denied D Not Appli ca ble to De pa rtm ent Permit Fee Du e$. _____ _ Revision/Plan Review Comments. ___________________________ _ Department Review Re quired: Building Planning & Zoning Tree Administrator Public Works Public Utilities Pu blic Safety Fire Services Revi ewed By Dat e Updated 10/17/18 Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Se mino le Rd , Atl antic Be ac h, FL 32233 Phone: {904) 247-5 8 26 Email: Building-Dept@coab.us ~ Revision to Iss u ed Permit OR D Corrections to Comments Project Address: 6 Ht r)A:v ti) t:; [/~ C:€1 Contractor/Contact Name: M ,ti~ K J., 4 2 11:i< Contact Phone: 1 () 1-fJ). h ~ g ) C, '-f Description of Proposed Revision/ Correctio ns: **AU INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT #:RCCl.l .. d0(3 Date:~ ,,,J ' 1...,.f'1~u;4=~il-~K"""---4'-/.'-",t_._L,/l:.-..,_.lc.Z."'----affirm the revision/correction to comments is i nclusive of the proposed changes. (printed name) ~ECEIVE~ • Will proposed revision/corrections add additional square footage to original submittal? JUN 2 2 2021 ~No D Yes (additional s.f. to be added: ___________ ) at. _____ _ • Will proposed revision/corrections add additional in crea se in building va l ue to origina l submit tal? ~No D *Yes (additional increase in building value: $ _______ _, (Contractor must sign if increase in valuation) (Office Use Only) l'!(Approved D Denied D Not Appli ca ble to De pa rtm ent Permit Fee Du e$. _____ _ Revision/Plan Review Comments. ___________________________ _ Department Review Re quired: Building Planning & Zoning Tree Administrator Public Works Public Utilities Pu blic Safety Fire Services Revi ewed By Dat e Updated 10/17/18 z ;; < 0 . 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IF AN Y WO R K IS PE R F O R M E D BY TH E CO N T R A C T O R OR AN Y OF HI S SU B C O N T R A C T O R S PR I O R TO AD E Q U A T E VE R I F I C A T I O N OF AP P L I C A B L E DA T A , AT RE S U L T A N T EX T R A CO S T FO R AD J U S T M E N T OR WO R K AS RE Q U I R E D TO CO N F O R M TO EX I S T I N G LI M I T A T I O N S , SH A L L BE AS S U M E D BY TH E CO N T R A C T O R WI T H O U T RE I M B U R S E M E N T OR CO M P E N S A T I O N BY TH E OW N E R . CE N T E R AL L FO O T I N G S AN D PI E R S UN D E R CO L U M N S AB O V E UN L E S S SP E C I F I C A L L Y DI M E N S I O N E D OT H E R W I S E . ST R U C T U R A L DR A W I N G S SH A L L BE US E D IN CO N J U N C T I O N WI T H JO B SP E C I F I C A T I O N S /> N D AR C H I T E C T U R A L , ME C H A N I C A L , EL E C T R I C A L , PL U M B I N G , AN D SI T E DR A W I N G S . CO N S U L T TH E S E DR A W I N G S FO R SL E E V E S , DE P R E S S I O N S , AN D OT H E R DE T A I L S NO T SH O W N ON ST R U C T U R A L DR A W I N G S . CO N T R A C T O R SH A L L LO C A T E AL L BU R I E D UT I L I T I E S PR I O R TO EX C A V A T I O N FO R BU I L D I N G FO U N D A T I O N S . TH E ST R U C T U R A L EN G I N E E R SH A L L BE NO T I F I E D OF PO T E N T I A L CO N F L I C T S BE T W E E N FO U N D A T I O N S AN D BU R I E D UT I LI T I E S . CO D E RE Q U I R E M E N T S : TH E BU I L D I N G ST R U C T U R E IS DE S I G N E D I N AC C O R D A N C E WI T H TH E 20 1 7 ED I T I O N OF TH E FL O R I D A BU I L D I N G CO D E 6T H ED I T I O N OT H E R CO D E S IM P L E M E N T E D FO R DE S I G N IN C L U D E : AS C E 7 - 1 0 , AC I 31 5 / 3 1 8 / 5 3 0 , NO S 20 1 5 , AP A , AI . S . C . , AN S I . FO L L O W AL L AP P L I C A B L E PR O V I S I O N S OF TH E FL O R I D A BU I L D I N G CO D E AN D OT H E R RE L A T E D CO D E S FO R AL L PH A S E S OF CO N S T R U C T I O N . TE M P O R A R Y CO N D I T I O N S : TH E ST R U C T U R A L IN T E G R I T Y OF TH E CO M P L E T E D ST R U C T U R E DE P E N D S ON IN T E R A C T I O N OF VA R I O U S CO N N E C T E D CO M P O N E N T S . PR O V I D E AD E Q U A T E BR A C I N G , SH O R I N G , AN D OT H E R TE M P O R A R Y SU P P O R T S AS RE Q U I R E D TO SA F E L Y CO M P L E T E TH E W O R K TH E ST R U C T U R E SH O W N ON TH E DR A W I N G S HA S BE E N DE S I G N E D FO R ST A B I L I T Y UN D E R FI N A L CO N F I G U R A T I O N ON L Y . FO U N D A T I O N S : FO U N D A T I O N S AR E DE S I G N E D FO R AN AL L O W A B L E SO I L BE A R I N G PR E S S U R E OF 2, 0 0 0 PS F ON CO M P A C T E D FI L L . NO GE O T E C H N I C A L RE P O R T S AN D / O R IN - S I T U SO I L DA T A WA S GI V E N TO TH E ST R U C T U R A L EN G I N E E R PR I O R TO DE S I G N . TH E BE A R I N G CA P A C I T Y US E D FO R DE S I G N IS BA S E D ON AL L O W A B L E LO A D S FR O M TH E FL O R I D A BU I L D I N G CO D E , 20 1 7 FO R SA N D Y SO I L S WI T H NO CL A Y , OR G A N I C MA T E R I A L , OR OT H E R DE L E T E R I O U S MA T E R I A L S TH A T WO U L D AF F E C T DE S I G N BE A R I N G PR E S S U R E AN D TH E PE R F O R M A N C E OF TH E FO U N D A T I O N S . BE F O R E CO N S T R U C T I O N CO M M E N C E S , SO I L BE A R I N G CA P A C I T Y SH A L L BE VE R I F I E D BY A SU B S U R F A C E IN V E S T I GA T I O N . A S WE L L AS FI E L D AN D LA B O R A T O R Y TE S T S PE R F O R M E D BY A CE R T I F I E D TE S T I N G LA B O R A T O R Y , WH O S E RE P O R T SH A L L IN C L U D E AN A L Y S I S AN D RE C O M M E N D A T I O N S FO R SI T E PR E P A R A T I O N IN OR D E R TO BE A R TH E FO U N D A T I O N LO A D S . AB O V E RE P O R T SH A L L BE SU B M I T T E D TO TH E ST R U C T U R A L EN G I N E E R FO R RE V I E W BE F O R E FO U N D A T I O N CO N S T R U C T I O N BE G I N S . CO N C R E T E : RE I N F O R C E D CO N C R E T E CO N S T R U C T I O N SH A L L CO N F O R M TO TH E FB C AN D AC I 31 8 "B U I L D I N G CO D E RE Q U I R E M E N T S FO R RE I N F O R C E D CO N C R E T E " . CO N C R E T E ST R E N G T H S SH A L L BE VE R I F IE D BY ST A N D A R D 28 - D A Y CY L I N D E R TE S T S PE R AS T M C3 9 , AN D SH A L L BE AS FO L L O W S : fc AB S W/ C M I N CE M E N T SL U M P US E 2, 5 0 0 PS I 0. 5 8 47 0 LB S 5" +/ - 1 AL L SL A B S , MO N O L I T H I C FO O T I N G S , SP R E A D FT G 3, 0 0 0 PS I 0. 5 8 47 0 LB S 5" +/ - 1 TI E B E A M S , CO L U M N S , WA L L S , EL E V A T E D SL A B S CE M E N T SH A L L CO N F O R M TO AS T M C1 5 0 , TY P E 1. FL Y AS H CO N F O R M I N G TO AS T M C6 1 8 , TY P E F O R TY P E C, MA Y BE US E D TO RE P L A C E UP TO 20 % OF TH E CE M E N T CO N T E N T , PR O V I D E D TH A T TH E MI X ST R E N G T H IS SU B S T A N T I A T ED BY TE S T DA T A . CO A R S E AG G R E G A T E SH A L L CO N F O R M TO AS T M C3 3 WI T H A MA X I M U M SI Z E OF 31 4 " . F I NE AG G R E G A T E SH A L L BE CL E A N , DU R A B L E , NA T U R A L SA N D CO N F O R M I N G TO AS T M C3 3 . A WA T E R - R E D U C I N G AD M I X T U R E CO N F O R M I NG TO AS T M C4 9 4 , US E D IN ST R I C T AC C O R D A N C E WI T H TH E MA N U F A C T U R E R ' S RE C O M M E N D A T I O N S , SH A L L BE IN C O R P O R A T E D IN CO N C R E T E DE S I G N MI X E S . A HI G H - R A N G E WA T E R - R E D U C I N G AD M I X T U R E CO N F O R M I N G TO AS T M C4 9 4 , TY P E F O R G, MA Y BE US E D IN CO N C R E T E MI X E S , PR O V I D I N G TH A T TH E SL U M P DO E S NO T EX C E E D 8" . SL E E V E S , OP E N I N G S , CO N D U I T , AN D OT H E R EM B E D D E D IT E M S NO T SH O W N O N TH E ST R U C T U R A L DR A W I NG S SH A L L BE AP P R O V E D BY TH E ST R U C T U R A L EN G I N E E R BE F O R E PO U R I N G . NO SL E E V E , OP E N I N G , OR I NS E R T MA Y BE PL A C E D IN BE A M S , JO I S T S , OR CO L U M N S UN L E S S AP P R O V E D BY TH E EN G I N E E R . CO N D U I T S EM B E D D E D IN SL A B S SH A L L NO T BE LA R G E R IN OU T S I DE DI M E N S I O N TH A N ON E TH I R D OF TH E TH I C K N E S S OF TH E SL A B AN D SH A L L NO T BE SP A C E D CL O S E R TH A N TH R E E DI A M E T E R S ON CE N T E R . PR O V I D E 31 4 ' CH A M F E R S ON AL L EX P O S E D CO N C R E T E ED G E S , UN L E S S NO T E D OT H E R W I S E . WH E R E IN D I C A T E D OR RE Q U I R E D , SL O P E CO N C R E T E SL A B S TO DR A I N S SH O W N ON PL U M B I NG AN D / O R AR C H I T E C T U R A L DR A W I N G S . AL L CO N C R E T E SH A L L BE CU R E D IM M E D I A T E L Y AF T E R F I NI S f i l N G OP E R A T I O N S . WE A T H E R RE S I S T A N C E : AL L CO N C R E T E IN C L U D I N G BA L C O N Y CO N C R E T E EX P O S E D TO C H LO R I D E S SH A L L CO N T A I N A CA L C I U M - N I T R I T E BA S E D CO R R O S I O N - I N H I BI T I NG AD M I X T U R E . TH E DO S A G E FO R CO N C R E T E EX P O S E D TO A I RB O R N E CH L O R I DE S SH A L L BE MI N I M U M TW O GA L L O N S PE R CU B I C YA R D . TH E WA T E R CO N T A I N E D IN TH E CO R R O S I O N - I N H I B I T I N G AD M I X T U R E SH A L L BE US E D IN TH E CA L C U L A T I O N OF TH E WA T E R - T O - C E M E N T I T I O U S RA T I O OF TH E CO N C R E T E . PR O V I D E RH E O C R E T E CN I BY MA S T E R BU I L D E R S OR AP P R O V E D EQ U I V A L E N T . CO N C R E T E BA L C O N I E S OR OT H E R CO N C R E T E FL A T SU R F A C E S EX P O S E D TO TH E WE A T H E R TH R O U G H O U T TH E LI F E OF TH E BU I L D I N G , SH A L L BE TR E A T E D WI T H A CL E A R NO N F L A M M A B L E PE N E T RA T I N G SE A L E R OF TH E AL K Y L _ A L K O X Y SI L A N E CL A S S I F I C A T I O N , SU C H AS SO N N E B O R N P E N E T R A T I N G SE A L E R 20 , HY D R O Z O EN V I R O S E A L 20 , OR OT H E R AP P R O V E D WE A T H E R RE S I S T A N T SY S T E M . AP P L I C A T I O N AN D SU R F A C E PR E P A R A T I O N SH A L L BE IN AC C O R D A N C E WI T H MA N U F A C T U R E R 'S SP E C I F I C A T I O N S . SH O R I N G AN D RE S H O R I N G : SH O R I N G AN D RE S H O R I N G SH A L L CO N F O R M TO AC I 34 7 R - 8 8 . SH O R I N G AN D SU P P O R T I N G FO R M W O R K SH A L L NO T BE RE M O V E D FR O M HO R I Z O N T A L ME M B E R S BE F O R E CO N C R E T E ST R E N G T H IS AT LE A S T 70 PE R C E N T OF DE S I G N ST R E N G T H , AS DE T E R M I N E D BY FI E L D CU R E CY L I N D E R S . IN AD D I T I O N , SH O R I N G SH A L L NO T BE RE M O V E D SO O N E R TH A N RE C O M M E N D E D BY AC I 34 7 R - 8 8 , SE C T I O N 3 .7. 2 .3. FO R M W O R K SH A L L NO T BE RE M O V E D IN LE S S TH A N TE N (1 0 ) DA Y S . PR E C A S T CO N C R E T E LI N T E L S : UN L E S S IN D I C A T E D OT H E R W I S E , AL L LI N T E L S TO BE "U " TY P E PR E C A S T CO N C R E T E UN I T S EQ U A L TO UN I T S MA N U F A C T U R E D BY CA S T _ C R E T E CO R P . AN D PR E S T R E S S E D (A N D AD D I T I O N A L .LY RE I N F O R C E D AS RE Q U I R E D ) IN AC C O R D A N C E WI T H CA S T CR E T E CO R P . "D E S I G N MA N U A L " , LA T E S T ED I T I O N , FO R TH E SP A N AN D LO A D I N G CO N D I T I O N RE L A T I V E TO LI N T E L LO C A T I O N . LI N T E L SI Z E IF NO T SH O W N ON TH E PL A N S SH A L L BE 8F 8 - 1 B FO R OP E N I N G S LE S S TH A N 10 FE E T AN D 8F 1 6 - 1 8 1 1 T FO R OP E N I N G S 10 FE E T TO 20 FE E T . PR O V I D E 8" MI N I M U M BE A R I N G FO R LI N T E L S UN L E S S NO T E D OT H E R W I S E . WO O D : SA W N LU M B E R SH A L L BE SO U T H E R N PI N E #2 WI T H T HE AL L O W A B L E FI B E R ST R E S S E S PE R TH E AW C NA T I O N A L DE S I GN SP E C I F I C A T I O N . AL L MA N U F A C T U R E D LU M B E R SH A L L BE 2. 0 E GL U E D LA M I N A T E D GE O R G I A PA C I FI C (O R EQ U I V ) AN D IN S T A L L E D AC C O R D I N G TO MA N U F A C T U R E S RE C O M M E N D A T I O N S . AL L HE A D E R S / B E A M S SH O U L D BE A R FU L L Y ON PO S T S AN D / O R MU L Tl ST U D GR O U P S UN L E S S NO T E D OT H E R W I S E ON PL A N S . CO N T A C T EN G I N E E R OF RE C O R D IF HE A D E R / B E A M S SI Z E IS NO T SP E C I F I E D . FR A M I N G AC C E S S O R I E S AN D ST R U C T U R A L FA S T E N E R S SH A L L BE MA N U F A C T U R E D BY SI M P S O N CO M P A N Y OR US P (O R AP P R O V E D EQ U A L ) AN D OF TH E SI Z E AN D TY P E SH O W N ON TH E DR A W I N G S . HA N G E R S NO T SH O W N SH A L L BE SI M P S O N HU OF SI Z E RE C O M M E N D E D FO R ME M B E R . AL L CO N N E C T O R S SH A L L BE GA L V A N I Z E D . UN L E S S SH O W N OT H E R W I S E , IN S T A L L MA X I M U M SI Z E AN D NU M B E R OF FA S T E N E R S SH O W N IN LA T E S T SI M P S O N CA T A L O G AL L FR A M I N G NA I L S SH A L L BE CO M M O N NA I L S AN D SH A L L BE OF TH E SI Z E AN D NU M B E R IN D I C A T E D ON TH E DR A W I N G S . MI N I M U M NA I L I N G RE Q . NO T SH O W N SH A L L BE AS IN D I C A T E D IN TA B L E 23 0 4 . 9 . 1 OF TH E FB C . IN S T A L L 10 d NA I L S UN L E S S OT H E R W I S E SP E C I F I E D ON TH E PL A N S OR DE T A I L S . BO L T S AN D LA G SC R E W S SH A L L CO N F O R M TO AN S I /A S M E ST A N D A R D B1 8 .1. AL L BO L T S AN D LA G SC R E W S SH A L L BE IN S T A L L E D WI T H ST A N D A R D CU T WA S H E R S . AL L AN C H O R BO L T S AN D TH R E A D E D AN C H O R RO D S SH A L L BE IN AC C O R D A N C E WI T H AS T M A3 0 7 , GR A D E A, OR AS T M F1 5 5 4 , GR A D E 36 . AN C H O R AD H E S I V E S SH A L L BE EI T H E R S E T (E P O X Y - T I E ) OR AT (A R C Y L I C - T I E ) BY SI M P S O N ST R O N G - T I E AN D IN S T A L L E D AC C O R D I N G TO TH E MA N U F A C T U R E S IN S T R U C T I O N S . AL L DR I L L E D AN C H O R HO L E S SH A L L BE CL E A N E D OF AL L DE B R I S AN D BR U S H E D OU T PR I O R TO IN S T A L L A T I O N OF AN C H O R AD H E S I V E . AL L WO O D ME M B E R S EX P O S E D TO EX T E R I O R CO N C R E T E , MA S O N R Y , WE A T H E R , OR EA R T H SH A L L BE PR E S S U R E TR E A T E D LU M B E R . AL L NA I L S DI R E C T L Y EX P O S E D TO WE A T H E R SH A L L BE G A L V A N I Z E D . FA S T E N E R RE Q U I R E M E N T S I N PR E S S U R E TR E A T E D LU M B E R AR E AS FO L L O W S : AC Z A PR E S E R V A T I V E : ST A N D A R D CA R B O N ST E E L . AC Q & MC Q PR E S E R V A T I V E : HO T DI P P E D GA L V A N I Z E D . SO D I U M BO R A T E : ST A I N L E S S ST E E L CO N N E C T O R S & FA S T E N E R S (N O T RE Q . FO R SI L L PL A T E S OV E R CO N C R . & VA P O R BA R R I E R NO T DI R E C 1 L Y EX P O S E D TO EA R T H OR WE A T H E R ) AL L DE C K S , GU A R D S , RA I L S , ST A I R S AN D OT H E R AC C E S S O R Y DE C K CO M P O N E N T S SH A L L BE CO N S T R U C T E D IN AC C O R D A N C E WI T H AW C DC A 6 PR E S C R I P T I V E GU I D E FO R DE C K CO N S T R U C T I O N & TH E FL O R I D A BU I L D I N G CO D E , 20 1 7. AL L FA S T E N E R S AN D CO N N E C T O R S EX P O S E D TO SA L T WA T E R OR LO C A T E D WI T H I N 30 0 FE E T OF A SA L T WA T E R SH O R E LI N E SH A L L BE ST A I N L E S S ST E E L GR A D E 30 4 OR 31 6 AL L EX T E R I O R W O O D WA L L S WI T H O U T OP E N I N G S SH A L L BE CO N S I D E R E D SH E A R WA L L S . AL L WO O D DE S I G N SH A L L BE IN AC C O R D A N C E WI T H TH E NA T I O N A L DE S I G N SP E C I F I C A T I O N FO R WO O D CO N S T R U C T I O N , 20 1 5 & WI T H TH E FL O R I D A BU I L D I NG CO D E , 20 1 7 . PL Y W O O D PA N E L S SH A L L CO N F O R M TO TH E RE Q U I R E M E N T S OF ·u . s PR O D U C T ST A N D A R D PS - 1 FO R CO N S T R U C T I O N AN D IN D U S T R I A L PL Y W O O D " OR AP A PR P - 1 0 8 PE R F O R M A N C E ST A N D A R D S . UN L E S S OT H E R W I S E NO T E D , PA N E L S SH A L L BE AP A RA T E D SH E A T H I N G , EX P O S U R E 1, OF TH E TH I C K N E S S AN D SP A N RA T I N G SH O W N ON TH E DR A W I N G S . PL Y W O O D IN S T A L L A T I O N SH A L L BE IN CO N F O R M A N C E WI T H AP A RE C O M M E N D A T I O N S . AL L O W 11 8 ' SP A C I N G AT PA N E L ED G E S , UN L E S S OT H E R W I S E RE C O M M E N D E D BY TH E PA N E L MA N U F A C T U R E R . AL L SU B - F L O O R I N G , RO O F , AN D SH E A R W A L L SH E A T H I N G SH A L L BE IN S T A L L E D WI T H FA C E GR A I N PE R P E N D I C U L A R TO SU P P O R T S , EX C E P T AS IN D I C A T E D ON TH E DR A W I N G S . ST A G G E R EN D S OF AD J A C E N T PA N E L S 4' - 0 " . RO O F SH E A T H I N G SH A L L BE BL O C K E D , TO N G U E - A N D - G R O O V E , OR HA V E ED G E S SU P P O R T E D BY PL Y C L I P S . AT T A C H PL Y W O O D PA N E L S TO SU P P O R T I N G ME M B E R S WI T H 10 d NA I L S SP A C E D 4" ON CE N T E R AL O N G TH E PA N E L ED G E S AN D AT 6" ON CE N T E R AL O N G IN T E R M E D l 'AT E SU P P O R T S , UN L E S S NO T E D OT H E R W I S E . SU B - F L O O R I N G SH E A T H I N G SH A L L BE UN B L O C K E D , EX C E P T AS IN D I C A T E D ON DR A W I N G S AT T A C H PL Y W O O D PA N E L S TO SU P P O R T I N G ME M B E R S WI T H 8d NA I L S SP A C E D 4" ON C .EN T E R AL O N G TH E PA N E L ED G E S AN D AT 8" ON CE N T E R AL O N G IN T E R M E D I AT E SU P P O R T S , UN L ES S NO T E D OT H E R W I S E . PR E F A B R I C A T E D WO O D TR U S S E S : SH O P DR A W I N G S WI L L BE RE V I E W E D FO R GE N E R A L CO M P L I A N C E WI T H TH E DE S I G N IN T E N T OF TH E CO N T R A C T DO C U M E N T S ON L Y . IT SH A L L BE TH E RE S P O N S I B I L I T Y OF TH E CO N ir RA C T O R TO VE R I F Y CO M P L I A N C E WI T H TH E CO N T R A C T DO C U M E N T S AS TO QU A N T I T Y , LE N G T H , EL E V A T I O N S , DI M E N S I ON S , ET C . CO N T R A C T O R SH A L L NO T BE RE L I E V E D FR O M RE S P O N S I B I L I T Y FO R ER R O R S OR OM I S S I O N S IN SH O P DR A W I N G S OR MI X DE S I G N S BY TH E EN G I N E E R ' S RE V I E W . DE S I G N AN D MA N U F A C T U R E IN AC C O R D A N C E WI T H TP I "D E S I GN SP E C I F I C A T I ON S FO R ME T A L PL A T E CO N N E C T E D WO O D TR U S S E S " , LA T E S T ED I T I O N . RO O F TR U S S LO A D I N G : SE E TR U S S MA N U F A C T U R E S SI G N E D AN D SE A L TR U S S SH O P DR A W I N G S FO R AP P L I C A B L E TR U S S DE S I G N LO A D S . TR U S S LO A D I N G S SH : I \ L L BE BA S E D ON TH E ·PR O J E C T S DE S I G N LO A D S AN D TH E MI N I M U M LO A D RE Q U I R E M E N T S SE T FO R T H BY AS C E 7- 1 0 AN D TH E FL O R I D A BU I L D I N G CO D E , 20 1 7 RE S I D E N T I A L . AL L TR U S S TO TR U S S CO N N E C T I O N S TO BE DE S I G N E D BY TR U S S M/ > N U F A C T U R E R AN D MA D E US I N G TR U S S HA N G E R S . TR U S S DI A G R A M S , IF SH O W N , AR E DI A G R A M M A T I C ON L Y . TR U S S DE S I G N E R TO DE T E R M I N E AN D ES T A B L I S H EX A C T HE I G H T , LE N G T H , LO C A T I O N , SP A C I N G , AN D W E B ME M B E R FO R EA C H TR U S S CO O R D I N A T E WI T H AR C H I T E C T U R A L AN D ME C H / > N I C A L DR A W I N G S FO R AD D I T I O N A L IT E M S IN C L U D I N G AI R HA N D L E R LO C A T I O N S , ME C H A N I C A L RO O M S AN D ,DU C T SP A C E AN D RO U T I N G . BU I L D E R SH A L L CO O R D I N A T E WI T H TR U S S DE S I G N E R FO R PE R M A N E N T TR U S S BR A C I N G . IF NO BR A C I N G IN F O R M A T I O N IS PR O V I D E D , BO T T O M CH O R D LA T E R A L BR A C I N G SH A L L BE CO N T I N U O U S FR O M ON E EN D OF TH E BU I L D I N G TO TH E OT H E R AN D SH O U L D OV E R L A P AT LE A S T ON E TR U S S SP A C E FO R CO N T I N U I T Y . LA T E R A L BR A C I N G SH A L L BE NA I L E D TO EA C H TR U S S WI T H A MI N . OF (2 ) 16 c NA I L S IN C L U D I N G IN T E R M E D I A T E TR U S S E S . SE E TR U S S SH O P DR A W I N G S FO R OT H E R DE T A I L S AN D SP E C I F I CA T I O N S FO R BR A C I N G . RE I N F O R C I N G ST E E L : RE I N F O R C I N G ST E E L SH A L L CO N F O R M TO AS T M A6 1 5 , GR A D E 60 , FO R DE F O R M E D BA R AN D AS T M A1 8 5 FO R SM O O T H WE L D E D WI R E FA B R I C (W W F ) , UN L E S S OT H E R W I S E NO T E D . RE I N F OR C I N G ST E E L TO BE WE L D E D SH A L L CO N F O R M TO AS T M A7 0 6 . RE I N F O R C I N G ST E E L SH A L L BE SE C U R E L Y TI E D IN PL A C E WI T H #1 6 AN N E A L E D IR O N WI R E . AL L DE T A I L I N G AN D AC C E S S O R I E S SH A L L CO N F O R M TO AC I DE T A I L I N G MA N U A L SP 66 . PR O V I D E CH A I R S , SP A C E R S , BO L S T E R S , AN D IT E M S IN CO N T A C T WI T H FO R M S WI T H HO T _ D I P GA L V A N I Z E D LE G S OR PL A S T I C L E GS . AC C U R A T E L Y PO S I T I O N , SU P P O R T , AN D SE C U R E RE I N F O R C E M E N T AG A I N S T DI S P L A C E M E N T BY FO R M W O R K CO N S T R U C T I O N OR CO N C R E T E PL A C E M E N T OP E R A T I O N S . "W E T - S T I C K I N G " OF RE I N F O R C I N G IS PR O H I B I T E D . RE Q U I R E D CO N C R E T E CO V E R FO R RE I N F O R C I N G ST E E L (U N L E S S NO T E D OT H E R W I S E ) : FO O T I NG S 3" BO T T O M AN D SI D E S , 2' ' TO P SL A B S 31 4 " CO L U M N S 1- 1 1 2 " TO TI E S , 2" TO P BE A M S 1- 1 1 2 " TO ST I R R U P S WA L L S 1- 1 1 2 " LA P SP L I C E CO N T I N U O U S VE R T I C A L OR HO R I Z O N T A L BA R S IN CO N C R E T E ME M B E R S IN AC C O R D A N C E WI T H AC I 31 8 , LA T E S T ED I T I O N , FO R CL A S S "B " TE N S I O N LA P SP L I C E S . DO NO T SP L I C E CO N T I N U O U S TO P BA R S IN BE A M S AT EN D S OF CL E A R SP A N S . DO NO T SP L I C E CO N T I N U O U S BO T T O M BA R S IN BE A M S IN CL E A R SP A N S BE T W E E N SU P P O R T S . SH O W AL L SP L I C E S ON SH O P DR A W I N G S . SP L I C E LO C A T I O N S AN D ME T H O D S SU B J E C T TO AP P R O V A L OF ST R U C T U R A L EN G I N E E R . AT SL A B AN D WA L L OP E N I N G S PR O V I D E A MI N I M U M OF (2 ) #5 BA R S AL L F O U R SI D E S AN D DI A G O N A L L Y ; EX T E N D TH E S E BA R S A LA P DI S T A N C E OR A MI N I M U M OF 24 ' PA S T TH E OP E N I N G OR HO O K BA R S I F DI S C O N T I N U O U S . DO W E L AL L WA L L S AN D CO L U M N S TO FO O T I N G S WI T H BA R SI Z E AN D SP A C I N G TO MA T C H VE R T I C A L RE I N F O R C I N G U NL E S S O T HE R W I S E SH O W N . MA S O N R Y WA L L S : MA S O N R Y UN I T S SH A L L ME E T AS T M C9 0 , TY P E 2. AS S E M B L I E S SH A L L HA V E A MI N I M U M CO M P R E S S I V E ST R E N G T H OF fm = 15 0 0 . MO R T A R SH A L L BE TY P E "M " OR "S " AN D ME E T AS T M C2 7 0 . GR O U T SH A L L BE 20 0 0 PS I MI N I M U M CO M P R E S S I V E ST R E N G T H AT 28 DA Y S IN AC C O R D A N C E WI T H AS T M C4 7 6 . GR O U T SH A L L CO N S I S T OF A MI X T U R E OF CE M E N T I T I O U S MA T E R I A L S AN D AG G R E G A T E TO WH I CH SU F F I C I E N T WA T E R HA S BE E N AD D E D TO CA U S E TH E MI X T U R E TO FL O W WI T H O U T SE G R E G A T I O N OF TH E CO N S T I T U E N T S . GR O U T SH A L L HA V E A MA X . CO U R S E AG G R . SI Z E O F t & SH A L L BE PL A C E WI T H A SL U M P OF 8 TO 11 IN C H E S . AL L CE L L S CO N T A I N I N G VE R T I CA L BA R S , BO N D BE A M S , AN D AL L CE L L S BE L O W GR A D E S H AL L BE FI L L E D WI T H G R O U T MA X I M U M HE I G H T OF GR O U T PO U R AL L O W E D IS 5' - 0 " UN L E S S CL E A N - O U T OP E N I N G IS PR O V I D E D AT BO T T O M OF CE L L S TO BE FI L L E D . LO C A T E CL E A N - O U T OP E N I N G S IN AR E A S NO T EX P O S E D TO VI E W . CL E A N OU T OP E N I N G S SH A L L HA V E A MI N , OP E N I N G DI M E N S I O N OF 3 IN C H E S . UN L E S S NO T E D OT H E R W I S E EI G H T IN C H MA S O N R Y WA L L S SH A L L BE PA R T I A L L Y RE I N F O R C E D MA S O N R Y WA L L CO N S T R U C T I O N WI T H #5 AT 48 IN C H 0. C . IN GR O U T FI L LE D CE L L S AD D (1 ) # 5 RE I N F O R C I N G BA R EA C H SI D E OF OP E N I N G S EX C E E D I NG 3 FE E T . PR O V I D E RE I N F O R C I N G BA R S AT CO R N E R S , IN T E R S E C T I ON S , AN D EA C H SI D E OF OP E N I N G S . PR O V I D E (2 ) RE I N F O R C I N G BA R S EA C H SI D E OF OP E N I N G S OV E R 4 FE E T WI D E , AN D AS SH O W N ON TH E PL A N S . PR O V I D E HO O K E D DO W E L S IN T O FO O T I N G S AN D ST R U C T U R E AB O V E AN D / O R BE L O W TO PR O V I D E CO N T I N U I T Y . PR O V I D E 9 GA G E GA L V A N I Z E D HO R I Z O N T A L JO I N T RE I N F O R C I N G (D U R - 0 - W A L OR EN G I N E E R - A P P R O V E D EQ U A L ) AT 16 " O. C . DO NO T PL A C E CO N D U I T S , PI P E S , ET C ., IN CE L L S WI T H VE R T I C A L RE I N F O R C I NG . DO NO T RU N CO N D U I T S , PI P E S , ET C . , HO R I Z O N T A L L Y IN CM ! J WA L L S PA R A L L E L TO LE N G T H OF WA L L . WH E R E MA S O N R Y WA L L S AB U T CO N C R E T E CO L U M N S TO BE PL A C E D PR I O R TO ER E C T I O N OF MA S O N R Y WA L L S , PR O V I D E DO V E T A I L SL O T S BE T W E E N C O L U M N AN D WA L L S AN D GR O U T TH E CM U CE L L CO N T A I N I N G TH E DO V E T A I L AN C H O R S . OT H E R W I S E , EX T E N D CM U HO R I Z O N T A L JO I N T RE I NF O R C I N G T H RO U G H CO N C R E T E CO L U M N . CO N T R O L JO I N T S SH A L L BE PR O V I D E D IN AL L CO N C R E T E MA S O N R Y CO N S T R U C T I O N AT LO C A T I O N S IN D I C A T E D ON TH E AR C H I T E C T U R A L DR A W I N G S . HO R I Z O N T A L WA L L RE I N F O R C I N G SH A L L BE ST O P P E D EA C H SI D E OF CO N T R O L JO I N T S . SE E AR C H I T E C T U R A L DR A W I N G S FO R SE A L A N T RE Q U I R E M E N T S AT CO N T R O L JO I N T S . US E ME T A L LA T H OR WI R E SC R E E N FO R CA V I T Y CA P S . SH E E T ME T A L , FE L T , BU I L D I N G PA P E R , OR LI K E MA T E R I A L S AR E PR O H I B I T E D . BR I C K VE N E E R TI E S SH A L L BE NO . 9 U. S . GA U G E WI R E OR NO . 22 U .S. GA G E x 71 8 ' CO R R U G A T E D ME T A L AN D SH A L L HA V E A HO O K EM B E D D E D IN T O TH E MO R T A R J OI N T . TI E S SH A L L BE PL A C E D WI T H I N 12 " OF AL L WA L L OP E N I N G S AN D SH A L L BE SP A C E D AT NO MO R E TH / > N 18 " O .C. HO R I Z O N T A L L Y AN D VE R T I C A L L Y AT T A C H E D TH R O U G H TH E SH E A T H I N G TO TH E W A L L ST U D S . ST E E L LI N T E L S OV E R OP E N I N G S SU P P O R T I N G BR I C K VE N E E R TO BE IN AC C O R D A N C E WI T H TH E TA B L E BE L O W AN D R7 0 3 . 8 . 3 A L LO W A B L E SP A N FO R ST E E L LI N T E L S SU P P O R T I N G BR I C K VE N E E R SI Z E OF ST E E L No . ST O R I E S ON E ST O R Y TW O ST O R I E S AN G L E AB O V E AB O V E AB O V E 3" X 3" X J" 6' - O" 4 ' - 5 ' 3' - O'' 4" x 3 " x ¾ " 8' - O" 6' -0 " 4' - 6 " 5 " x 3 . 5 " x & " 10 ' - 0 " 8' - 0 " 6' - O'' 6" X 3 5" xi " 14 ' - 0 " 9' - 6" 7' - O" (2 ) 6" X 3 . 5" X i t 20 ' - O'' 12 ' - 0 " 9' - O'' • LO N G LE G OF ST E E L AN G L E SH A L L BE PL A C E D IN A VE R T I C A L PO S I T I O N DE S I GN CR I T E R I A : DE S I G N WA S BA S E D ON ST R E N G T H AN D DE F L E C T I O N CR I T E R I A OF TH E 20 1 7 FL O R I D A BU I L D I N G CO D E 6T H ED I T I O N . IN AD D I T I O N TO TH E DE A D LO A D S , TH E FO L L O W I N G LO A D S AN D AL L O W A B L E S WE R E US E D FO R DE S I G N , WI T H LI V E LO A D S RE D U C E D PE R TH E 20 1 7 FB C : RO O F CE I L I N G : FL O O R . DE C K : WA L L S : LI V E LO A D 2 0 P S F 10 PS F 40 PS F SO P S F PE R W I N D CH A R T DE A D LO A D 10 PS F 5 P S F 1 5 P S F 1 5 P S F AS C E ? - 1 0 TB L E . C3 - 1 , DE F L E C T I O N L/ 2 4 0 - U1 8 0 L/ 2 4 0 - U1 8 0 LJ 3 6 0 - L/ 2 4 0 LJ 3 6 0 - L/ 2 4 0 l. / 2 4 0 - BR I T T L E L 18 0 - FL E X I B L E UL T I M A T E WI N D SP E E D 13 0 MP f o PE R AS C E 7- 1 0 NO M I N A L WI N D SP E E D : 10 1 M P H PE R FB C R3 0 1 . 2 . 1 .3 EX P O S U R E C PE R AS C E 7- 1 0 IM P O R T A N C E FA C T OR 1. 0 .· CA T E G O R Y II IN T E R N A L PR E S S U R E CO E F F + / - 0 .18 EN C L O S E D (P R O T E C T E D OP E N I N G S ) CO M P O N E N T S & CL A D D I N G PR E S S U R E S PE R TA B L E & CH A R T S ON TH I S PA G E . WI N D BO R N E DE B R I S RE G I O N NO . a - : a CL I P S , ST R A P S , O R TI E S A3 4 A3 5 AC 4 / 6 BC 4 BC 4 6 BC 6 CS 1 4 CS 1 6 CS 2 0 DS P GB C H2 . 5 A ! T H3 H6 " ' . .. i HI P RO O F S a S I M P S O N C O N N E C T O R S C H E D U L E FA S T E N E R S (8 ) 8d X 1. 5 " NA I L S TO T A L (F I L L AL L HO L E S ) (1 2 ) 8d X 1. 5 " NA I L S TO T A L (F I L L AL L HO L E S ) (1 4 ) 16 d X 3. 5 " NA I L S I N PO S T & BE A M (2 8 TO T A L ) (6 ) 16 d X 3. 5 " NA I L S IN ,EA C H FL A N G E (1 2 TO T A L ) (6 ) 16 d X 3. 5 " IN PO S T FL A N G E , (1 ) 16 d IN BE A M FL A N G E (1 8 TO T A L ) (1 2 ) 16 d X 3. 5 " NA I L S IN EA C H FL A N GE (2 4 TO T A L ) SY P : (3 0 ) 8d X 2. 5 " ( 1 6 " EN I D LE N G T H ) SP F : (3 6 ) 8d X 2. 5 " (1 9 " EN D LE N G T H ) SY P : (2 2 ) 8d X 2. 5 " ( 1 3 " EN D LE N G T H ) SP F : (2 6 ) 8d X 2. 5 " (1 5 " EN D L EN G T H ) SY P : (1 4 ) 8d X 2. 5 " ( 9 " EN D LE N G T H ) SP F : (1 6 ) 8d X 2. 5 " (9 " EN D LE N G T H ) (8 ) 1 Od X 3" IN ST U D S , (6 ) 1 Od X 3" IN DB L . PL T/ ( 2 ) 1 Od X 3" IN SI N G L E PL T . (5 ) 8d X 1. 5 " IN BR A C E , (7 ) 8d X 2. 5 " IN T O P PL A T E S (1 2 TO T A L ) (5 ) 8d X 2. 5 " IN RA F T E R / T R U S S , (5 ) 8d X 2. 5 " IN PL A T E S (1 0 TO T A L ) (4 ) 8d X 2. 5 " IN RA F T E R / T R U S S , (4 ) 8d X 2. 5 " IN PL A T E S (8 TO T A L ) (8 ) 8d X 2 . 5 " IN ST U D S , (8 ) 8d X 2 . 5 " I N PL A T E S (1 6 TO T A L ) WIND PRESSURES ON WALLS & ROOFS 3 EFFECTIVE AREA OF ROOF ZONES 1 EXTERIOR WALLS 1 OPENING/ROOF ZONE 2 1--IN_T_E_R_IO_R_Z_O_N_E_1-,-ED_G_E-ZO-NE-2-rC-O_R_N_E_R_Z_O_N_E_3---,f-lN_T_E_R_IO_R_Z_O_N_E_4-r--------l END ZONE 5 Oto 10 14 .7 -22.4 14.7 -40.6 14 .7 -60.2 25.5 -26 .6 25.5 -33.6 10.1 to 20 14.0 -22.4 14.0 -36.4 14.0 -56.0 24.4 -26.6 24.4 -30.8 20.1 to 50 14.0 -21.0 14.0 -32.2 14 .0 -50.4 22.8 -23.8 22.8 -28.0 50.110100 14.0 -21.0 14 .0 -29.4 14 .0 -46.2 21.7 -23.8 21.7 -26.6 100.1 to 500 ----- - 19.0 -21.0 19.0 -21.0 1 . WIND PRESSURES SHOWN ABOVE ARE FOR STRUCTURES WITH A MEAN ROOF HEIGHT OF 30 FEET OR LESS WITH A ROOF PITCH BETWEEN 2112 & 6112 (VERT/HORIZ. ). IF THE STRUCTURE IS OUTS I DE THESE PARAMETER PLEASE CONTACT THE ENGINEER. 2. THE EFFECT I VE AREA IS EQUAL TO THE LENGTH• WIDTH OF THE PROPOSED OPENING OR SPAN . THE WIDTH SHALL BE PERMITTED TO BE NOT LESS THAN j OF THE SPAN LENGTH. THE EFFECTIVE AREA FOR FASTENERS SHALL NOT BE GREATER THAN THE TRI BUT ARY AREA BIT FASTENERS . 3 . ALL WIND PRESSURE VALUES IN POUNDS PER SQ . FT(PSF) & ARE CONSIDERED NOMINAL VALUES(ASD). ZONE CHARTS h 0 0 WALLS ABBREVIATIONS BM BEAM BIT BETWEEN CONN. CONNECTION CONT. CONTINUOUS CL CENTER LINE CLG CEILING CMU CONCRETE MASONRY UNIT DL DEAD LOAD EOR ENGINEER OF RECORD EXT. EXTERIOR FBC FLORIDA BUILDING CODE (2017, 6TH EDITION) FFE FINISHED FLOOR ELEVATION H8 (5 ) 10 d X 1. 5 " IN RA F T E R / T R U S S O R ST U D , (5 ) 10 d X 1. 5 " IN PL A T E S (1 0 TO T A L ) H T S l 6 HT S 2 0 - 3 6 LG T 2 (2 P L Y ) LG T 3 (3 P L Y ) LG T 4 (4 PL Y ) LS 7 0 LS 9 .0 LT P 4 LT S 1 2 , 1 6 , 2 0 MS T A 1 2 MS T A 1 8 MS T A 2 4 MT S 12 , 16 , 24 , 30 S P ! SP 2 SP H 4 , 6, 8 SS P TS P WA L L S E C T I O N E L E V A T I O N D E T A I L (1 6 ) 10 d X 1. 5 " N A I LS TO T A L ( F I L L AL L HO L E S ) (2 4 ) 1 Od X 1. 5 " NA I L S TO T A L (F I LL A L L HO L E S ) (1 4 ) 10 d X 3. 2 5 " IN ST U D S , (1 6 ) 10 d X 3. 2 5 " IN GI R D E R (3 0 TO T A L ) (2 6 ) 1 Od X 3. 2 5 " IN ST U D S , (1 2 ) 11 4 " X 2. 5 " SO S IN GI R D E R (3 8 TO T A L ) (3 0 ) 10 d X 3. 2 5 " IN ST U D S , (1 6 ) 11 4 " X 3" SD S IN GI R D E R (4 6 TO T A L ) (1 0 ) 1 Od X 1. 5 " NA I L S TO T A L (F I L L AL L HO L E S ) (1 2 ) 1 Od X 1. 5 " NA I L S TO T A L (F I L L AL L HO L E S ) (1 2 ) 1 Od X 1. 5 " NA I L S TO T A L (F I L L AL L HO L E S ) (1 2 ) 10 d X 1. 5 " NA I L S TO T AL (F I L L AL L HO L E S ) (1 0 ) 10 d X 2. 5 " NA I L S TO T A L (F I L L AL L HO L E S ) (1 4 ) 10 d X 2 . 5 " NA I L S TO T A L (F I L L AL L HO L E S ) (1 8 ) 10 d X 2. 5 " NA I L S TO T A L (F I L L AL L HO L E S ) (1 4 ) 10 d X 1. 5 " NA I L S TO T A L (F I LL AL L HO L E S ) (6 ) 10 d X 3" IN ST U D S , (4 ) 10 d X 3" I N PL A T E S (1 0 TO T A L ) (6 ) 10 d X 3" IN ST U D S , (6 ) 10 d X 3" IN PL A T E S (1 2 TO T A L ) (1 2 ) 1 Od X 1. 5 " NA I L S TO T A L (F I L L AL L HO L E S ) (4 ) 10 d X 3" IN ST U D S , (3 ) 10 d X 3" IN DB L . PL T / ( 1 ) 10 d X 3" IN SI N G L E PL T . (9 ) 10 d X 1. 5 " IN ST U D S , (6 ) 1 Od X 1. 5 " IN DB L . PL T (1 5 TO T A L ) SY M B O L LE G E N D VI E W DI R E C T I O N DE T A I U S E C T I O N NU M B E R 1 I \ s - v ( 1 - \ LO C A T I O N OF SE C T I O N CU T SH E E T No . WH E R E SE C T I O N IS LO C A T E D . DE T A I U S E C T I O N NU M B E R VI E W DI R E C T I O N SH E E T No . WH E R E SE C T I O N IS L OC A T E D . DE T A I U S E C T I O N NU M B E R \ 5 .. 11 - - ; - . _ ' _ '- : _ ; _ / SH E E T No . WH E R E SE C T I O N IS LO C A T E D . C A L L O U T C U T I M A T C H L I N E E L E V A T I O N D A T U M S L A B S T E P (I N C H E S ) ~ • ' - - - - ~ FTG FOOTING FPA FLORIDA PRODUCT APPROVAL INT. INTERIOR LG LENGTH LL LIVE LOAD LVL LAMINATED VENEER LUMBER (2.0E, 1 i" WIDE MIN. U.N.O.) MAX. MAXIMUM MIN. MINIMUM OR "OR" MEANS THAT EITHER OPTION PROVIDED IS SUFFICE FOR THE APPLICATION O.C. ON CENTER SPACING OPT OPTIONAL OSB ORIENTED STAND BOARD (APA RATED MIN.) PCF POUNDS PER SQUARE FEET PLYW. PLYWOOD (APA RATED MIN.) PSF POUNDS PER SQUARE FEET PSI POUNDS PER SQUARE I N CH ss STAINLESS STEEL STAGG. STAGGERED SPF SPRUCE-P I NE-FIR SYP SOUTHERN YELLOW PINE (No. 2 MIN.) SW SHEAR WALL T/G TOGETHER T&G TONGUE AND GROOVE TYP TYPICAL U.N.O . UNLESS OT H ERWISE NOTED --WI WITH wlo WITHOUT W.W.M/F WELDED WIRE MESH OR FABRIC SHEET I NDEX S-1 STRUCTURAL NOTES & SPECIFICATIONS S-2 STRUCTURAL PLANS & DETAILS S-3 DECK FRAMING DETAILS V'I z 0 -en w r 0 z _J <( 0::: :::> r (_) :::> 0::: r en • u ...J ...J ... \,j z -ix uJ uJ z -\,j z uJ z -~ <( I: Ul 1--<( C z 0 t c2 u Vl Ul C 0 z z o r_J i== W LL_ -wI 0 0:: (_) or<( <C en w ~ 0 CD (_) 5 (_) w <(-0 or 0::: z <( ~ <( N "q'" ...J <C (0 r _J <( r-... CX) M I -0 °' O i.n .-C"-1 ~ C"-1 r-... .,.M °' • Ln C"-1 Zi '<:I" 0 M ... C"-1 .. I M ... uJ C"-1 ...J r-... ~ 0 ...J <( -'<:I" <( o> I • '<:I" u ix ~ 0 ...J °' LI. uJ V'I I I-~ <( u -I-<( r' V V'I l""""I 0 •• •• Ln u ■ .. , '<:I" ■■■■ ■■■■ PROJECT#: 20-601 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 7/14/20 REVISION-I: REVISION-2: KEVIN C. MART I N, PE #8035\ SHEET S-1 ~ I . V ) >-0 z ! : -, . : _ J z 0 V ) z 0 ui z w ~ Q z ~ c3 w V ) :: : : , vi 0 z § < ( "' 0 ~ < ( u V ) >-0 z 0 0 u :J <5 z °' w w z c3 z w NO T E TO CO N T R A C T O R : T H E PL A N SH O W N ON TH I S SH E E T IS FO R ST R U C T U R A L FO U N D A T I O N RE Q U I R E M E N T S AN D LO C A T I O N S ON L Y . RE F E R TO TH E AR C H I T E C T U R A L PL A N S FO R SL A B AN D FO U N D A T I O N DI M E N S I O N S . D D i I I D NE W F T G . TO EX I S T . wl (2 ) No . 5 DO W E L S , 1 2 ' LG . , 6" EM B E D . DR I L L & EP O X Y D 7 I AL L SL A B S : [J I I I I D I I I D I I 4" DE E P PO U R E D CO N G , SL A B WI 6X 6 , #1 0 1 1 0 W W . W . OR FI B E R M E S H RE I N F . OV E R 6 MI L VA P O R BA R R I E R OV E R CL E A N CO M P A C T E D FI L L . L _ _ _ _ J 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 D D L - - - -- - MO N O L I T H I C FO O T I N G wl (2 ) No . 5 BA R S CO N T I N . , T Y P . D D NE W F T G . TO EX I S T . wl (2 ) No . 5 DO W E L S , 12 " LG . , 6" EM B E D . DR I L L & EP O X Y FO U N D A T I O N PL A N SC A L E : 11 4 " = 1' - 0 " ~~-~ I ~ '- , 18 " ~ · 6" OP T . BR I C K LE D G E wl (1 ) #4 OR #5 BA R FR O M GR A D E TO BO T . OF FO O T I N G . SE E PL A N FO R LO C A T I O N S . 0 EX T E R I O R MO N O L I T H I C FO O T I N G TH I C K E N E D ED G E SL A B w. ( 1 ) DR I L L & EP O X Y ( 1 ) No . 5 No . 5 BA R CO N T I N . , T Y P . BA R , 1 2 ' L G . AT 36 " O .C. w/ r- 4" CO N C R E T E SL A B W I 6" MI N EM B E D . IN T O EX S I T . 6X 6 W1 . 4 x 1 . 4 OR A __ FI B E R M E S H -.. ,- - E . . z 4 • - ; . . _ . - - - - - . - - - - - -- - & . . - __ _ ! - ! . - - . . . - . · 4 :i . . • ~ ~ - . . " . . . . 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I I I I I I I I > I <I l · <( I _ J ~ I o:' I _ J ~ I ~i >-22 1 X W I I I I I I I I I ~ - - - - - · · • I - - - · r - == - - -- - - EX I S T . 2x 4 WA L L AT 16 " O. C . (V . I . F . ) I l - - - - - - - - · - - · <X ) ~ ~ ST A I R S P E R " TY P . D E C K DE T A I L S ON S- 3 ' " 2 x 8 s AT 16 O. C . . 1 ST FL R . FR A M I N G PL A N SC A L E : 11 4 " - 1 '- 0 " FL A S H I N G / D E C K CO V E R I N G S BY OT H E R S TY P . 23 / 3 2 " T& G DE C K ' SH E A T H I N G GL U E D & NA I L S w/ 8d R. S . NA I L S AT EXIST . 2ND FLR: BL O C K I N G FOR GUARD -~ PO S T FASTENING . SEE EXTERIOR WALL, TYP . 6/S-3 11 11 IF=li========o9=· ==!:=="°I I , 11 2x 1 0 BL O C K I N G , TYP. --Jl;;:==;!;=======;,_if====I=="' ,.. lf=4======.~'===~=='=l l I f I I ll==#c=====ct·=====l===i=l 2x 1 0 RIM /j JO I S T S , TYP. ~ l l===l=====i =====l===!a.11 IF='l'====0 '.:°'·======l==aca ~ ll==la===:i?'========l==!a. s\ .¢" 11 11 DECK TIE-BACKS PER 3/S-6 DECK TIE-BACKS PER 3/S-6 ___ J_l:-· --------" ------L 2ND FLR. DECK FRAMING PLAN SCALE: 114" = 1 '-0" I I I I GU A R D FA S T E N I N G ---t-===ii'i=::±fir==n==n===w=4=1Frr=9 I • I I • I ,,---2x BLOCKING OVER BEAMS BfT JOISTS, TYP. PE R TY P . DECK DE T A I L S ON 5&6/S-3 t---:.;;,'']ij-.,___---------1:,;;;;' ',i" ---3-.---r--DECK JOISTS TO BEAMS w/ H2.5A 2x 1 0 SY P RI M JO I S T S TO DE C K JO I S T S w/ (3 ) 10 d 6" O. C . (E D G E S & FI E L D ) , EX I S T . 2x 1 0 ' s AT 16 " O. C . (V . I . F . ) . PO S T TO BEAM ----1" w. PC 4 Z P O S T ~-DECKBEAMSPER PLAN, TYP. FASTENw.10d's AT 12" O.C. STAGG R. S . NA I L S , TY P DE C K BE A M S PE R PL A N , -- - ! : = : : : : : : : : : : - ; : : TY P . FA S T E N w. 10 d ' s AT 12 " O. C . ST A G G PO S T TO _ _, . . . BE A M w . PC 4 Z I I I I I I PO S T C A P . I I SE E 1/ S - 3 I I 4x 4 N o . 2 S Y P - - - - - - - - - - - - - - I I PO S T S , TY P . ~ I 2X 4 No . 2 SP F / S Y P - - PO N Y WA L L AT 16 " O. C . (U S E P. T . IF <6 " AB V . GR A D E ) 2x No . 2 SY P PT BO T T O M P L A T E . - - - . . . I I I I I I ' - - - - 2x BL O C K I N G OV E R BE A M S Bf T JO I S T S , TY P . DE C K JO I S T S TO BE A M S w/ H2 . 5 A , - - - DE C K PO S T S TO FT G . w. AB U 4 4 PE R AN C H O R DE T A I L S , TY P . ·- - - - - - - - · · -- - - · ~ " ' ~ . - - DE C K JO I ST S PE R PL A N , TY P . (S L O P E AT RE Q . TO PR E V E N T PO N D I N G ) DE C K JO I S T S TO EX I S T . TO P PL A T E w/ H2 . 5 A TH I C K E N E D ED G E SL A B TO EX I S T . FT G . w / DO W E L S PE R FN D . PL A N & DE T A I L S , TY P . ' - - + - 2- 5 / 1 6 " MA X NO T C H (D / 4 ) PE R FB C R 5 0 2 . 8 . DO NO T NO T C H MO R E TH A N MA X AL L O W A B L E DE P T H CA P . SEE 1 /S-3 TO P PLATE TO-~• DE C K PO S T S wt (4) . 13 1 " x 3 " TOE NAILS,TYP k" OSB/PL Y. -~ SH E A T H I N G FA S T E N E D w/ 8d N A I L S A T 6 " O. C . / 1 . 2 " O . C . (E D G E S / F l ELD) 2x No . 2 SY P PT BOTTOM PL A T E . FASTEN TO FO U N D A T I O N w/ MIN.~" AN C H O R BO L T S AT 32" . SE E AN C H O R DETAIL STYP. FA S T E N TO FO U N D A T I O N w/ MI N . ~ " AN C H O R BO L T S AT 32 " . SE E AN C H O R DE T A I L ST Y P . NE W TU R N DO W N ED G E _ _ 1 . : . L . 1 : " ' n i : 1 i" r " I · • • • · •· ---- m - - - 1 1 1 · - - f R · L r h - f } ! - n 1 ~l1 1 1 ~·: n :-'- fr f i' hT f-1 ' . . •.. . •. {i · r T i FO O T I N G PE R iT i : ' .1 ~ -- - = = P l rr r - n l = = iR - - 111 _ J : : T 7 = :i 11: . 11 ::: ~ I I : =ll f - r r l:: : !:i I :: i n nrH r i} 11 1 I 0 F O U N D ~ ~ ~ ~ l ~ r T ~ ! 11 · - · I ':= = 1 I 1= : 1 I 1- - - , ', - = i i i= : = I U :: =I 1, - 1 0 TY P . DE C K FR A M I N G SE C T I O N PR E S S U R E TREATED PORCH PO S T . SEE PLAN FOR SIZE & LO C A T I O N AB U 6 6 Z POST BASE. FILL AL L HOLES w/ 16d NAILS AB U 4 4 : . j" ANCHOR BOLT OR TH R E A D E D ROD. AB U 6 6 : i' ' ANCHOR BOLT OR TH R E A D E D ROD. AB U 8 8 (2) !" ANCHOR BO L T S OR THREADED ROD. ✓---(2) 2x4 No. 2 SYP TOP PLATE FASTENED w/ 2 ROWS OF .131x3" NAILS AT 12" O.C. STAGGERED. ~-2X4No. 2 SPF/SYP PONY WALL AT 16" O.C. TYP. DECK FRAMING ELEVATION 0 0 0 0 0 MIN. 3"x3"X 0.229" SQUARE WASHER &NUT TYP2xP.T. SOLE PLATE THREADED ROD:DR I LL & EPOXY 318" THREADED ROD w/ MIN. 7"" EMBEDMENT INTO FOUNDATION. OR TITEN HD: 318" TITEN HD ANCHOR B"LG. ABU44Z (ABU66, ABUBB similar) TYPICAL ANCHOR (STUBBIE) TYPICAL HOL .DOWN/ANCHOR DETAILS Cl) z :5 a.. _J ~ ::> l-o :::> a::: I-C/) • u ...J ...J ... l:> :z -~ UJ "' ~ C z 0 I;: ci2 ~ C ...... 00 I"') I "° 0,. 0 L/'l -C',I ~ C',I ,M • Zii 0,. ...... L/'l C"-1 "lt"O -UJ I"') C"-1 u.1"' I I"') :z -C',I ..J ...... ~ -0 ..J l:> <(-'It" <( o> I • :z 'It" u UJ ~~ 0 ..J 0,. I.&. :z LI.I V, f-~ -<( u ~ f-<( V, ...... <( 0 l: LI') 'It" PROJECT#: 20-601 DESIGNED: KCM DRAWN: KCM SCALE: AS NOTED ISSUED: 7/14/20 REVISION-I: REVISION-2: SHEET S-2 z 3 ' 0 I ' ( / ) l -o z "= ,- : __ , z 0 ( / ) z 0 in z w :: , i5 z ~ i3 w ( / ) :: : , vi c.: , z :! < < ( a: : 0 w __ , < ( 0 1 / ) l -o z 0 0 u _ J _ J c5 z a: : w w z i3 z w z F a: : < ( :: , :: , 0 a: : ... 1 -z w ( / ) 6 0 z t: : ! I -~ a: : 0 &: w 1 - ~ U) O e n I o I - . . . , :! < I - I - < ( < ( ( / ) :: , z a: : 0 o _ . . . I - PC 4 Z PO S T CA P 4X 4 PO S T , TY P I C DO NO T NO T C H A L - . ·~ · .~ . . . .. 1 -- - t @ t @ •. -.. . . . __ ... R (2 ) , ' ' DI A M E T E _ / TH R O U G H BO L T S AN D WA S H E R S 0 0 0 __ _ _ , 0 0 0 0 -~ 0 0 FI L L AL L HO L E S w/ 10 d NA I L S 1 ;, ? 3 S T T O B E A M C O N N E C T I O N 6' - 0 " MA X I M U M SP A C I N G ; ; 2 X 6 0 ·· AT T A 1 BY 3 " 2X 2 BA L U S T E R , TY P I C A L R 5/ 4 BO A R D RA I L CA P : CH TO GU A R D PO S T WI T H (3 ) # 1 2 LO N G SC R E W S OR (3 ) 16 d . . . . . . . . . ~ I / =~ : TH R E ·~ . ~-- ·~ ·- ·~ ·- -~ -~ . NO M I AD E D NA I L S WI T H 0 .14 8 " NA L DI A M E T E R ,. , ; .~ . .- . - .- -~ . - . ' . \ ) -~ :T : 7 ; ' - I : ., ; ' @ >a, l> - 2 X AT (2 ) 4 TO P AN D BO T T O M TA C H E D TO GU A R D W I TH 8d TH R E A D E D NA I L S OR )# l l WO O D SC R E W S > 2- 1" NG ON IN S I D E FA C E (2 LO MI N I MU M NO R M A L 2X 8 RI M OR OU T S I D E JO I S T \ ~O P E N I N G S SH A L L NO T A L L O W \ _ _ AT T A C H E D BA L U S T E R S AT TO P AN D BO T T O M WI T H (1 ) # 6 WO O D SC R E W OR (2 ) 8 D TH E PA S S A G E OF A 4" DI A M E T E R SP H E R E 2 ~~ ~ K G U A R D D E T A I L PO S T FR A M E TH R E A D E D NA I L S WI T H 0 .13 5 " NO M I N A L DI A M E T E R 1" TH R E A D E D RO D , MA Y BE SL O P E D UP TO 1 :12 AW A Y FR O M TH E HO U S E SE E GU A R D DE T A I L FO R GU A R D _ _ _ _ , CO M P O N E N T AT T A C H M E N T RE Q U I R E M E N T S GU A R D P O S T - - - - DTT2Z HOLD DOWN ANCHOR --, ~---JOISTS --~ ALIGN GUARD POST AT JOIST LOCATIONS GUARD POST US E (8 ) :f ' x 1 - 1 / 2 " SO S SC R E W S FO R HO L D O W N FA S T E N I N G TO EX I S T I N G FL R . JO I ST S . SI M S P O N DT T 2 Z HO L D O W N wl t" TH R E A D E D RO D & NU T , FA S T E N TO NE W JO I S T S wl (8 ) : f ' x 1 - 1 / 2 ' ' SO S SC R E W S , TY P . RI M JO I S T - - - - - , MI N . 2X 8 (N O M .) -- - - ~ - '·J ···· c .. - EX I S T . - ' - - ~ v - - FL O O R JO I S T S + + + + + EX I S T . EX T . WA L L DE C K JO I S T S BE A M & PO S T , SE E DE T A I L S 3 D E C K T I E - B A C K - E X I ST . J O I S T S P A R A L L E L N .T. S 6' M I N . EX T E N T OF BL O C K I N G AT T A C H BL O C K I N G TO DE C K W I - - - - , 10 D NA I L S AT 4" O. C . ST A G G E R E D + " " ' " " I ,, , ~ J BL O C K I N G , BL O C K MU S T FI U L BA Y AN D FI T SN U G L Y FL O O R JO I S T (I - J O I S T OR SQ U I D JO I S T ) ,' ' TH R E A D E D RO D , MA Y BE SL O P E D UP TO 1: 1 2 AW A Y FR O M TH E HO U S E LA G SC R E W S PE R TY P I C A L LE D G E R DE T A I L • • • • • SI M S P O N DT T 2 Z HO L D O W N w / 1" TH R E A D E D RO D & NU T , FA S T E N TO JO I S T S w / (8 ) :f ' x 1 - 1 / Z ' SO S SC R E W S , TY P . ll l l I tJ . J I JO I S T HA N G E R , S E ~ B E A M & DE T A I L PO S T , SE E DE T A I L S 4 ~~ ~ K T I E - B A C K - T R U S S P E R P E N D I C U L A R DT T 2 Z HO L D - D O W N AN C H O R - - ~ J O I S T - - , I ---RIM JOIST MIN . 2X8 (NOM .) ---RIM JOIST M I N. 2X8 (NOM.) GU A R D PO S T S MA Y B E LO C A T E D ON EI T H E R SI D E OF TH E OU T S I D E - J O I S T GU A R D PO S T _ _ _ _ . - I (2 ) 1°' DI A TH R O U G H BO L T S AN D WA S H E R S - ~ 2- t " MI N . AN D 5" MA X . Z' Ml SE C T I O N TT2Z HOLD-DOWN ANCHO AT JOIST LOCATION BETWEEN JOISTS PLAN VIEWS ALTERNATE ATTACHMENT OF HOLD-DOWN ANCHORS TO FRAMING MEMBERS 5 ~~:RD POST TO RIM JOIST POSSIBLE PER MANUFACTURE'$ INSTRUCTIONS . m - - - - SE E GU A R D DETAIL FOR GUARD CO M P O N E N T AT'f ACHMENT RE Q U I R E M E N T S •GUARD POSTS CAN BE INSTALLED AS SHOWN (BETWEEN JOISTS) IF BLOCKING IS INSTALLED AS SHOWN BELOW WITHIN 12" OF EACH SIDE OF POST AT FIRST INTERIOR BAY , PROVIDE 2x BLOCKING AT GUARD POSTS WITH HOLD-DOWN ANCHORS; ATTACH BLOCKING WITH 10d THREADED NAILS TOP AND BOTTOM, EACH SIDE OUT SIDE JOIST MIN. (2X8) (NOM) ALTERNATE ATTACHMENT OF HOLD-DOWN ANCHORS TO FRAMING MEMBERS POSSIBLE PER MANUFACTURE'S INSTRUCTIONS. DTT2Z HOLDCDOWN ANCHOR ' 1 . - - L - - - ' , - - ' - - - - - - - - ~ ~ - OU T SI D E JO I S T MI N . (2 X 8 ) (N O M . ) SE C T I O N GUARD POST PLAN VIEW " ' 0 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ = ~ = = ~ ~ = ~ ~ ~ ~ ~ ~ ~ : = ~ : ~ ~ ~ ~ : ~ ~ ~ ~ : : : ~ : : ~ : : - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------------------------------------1 05 :: , 0 ~~ ST A I R ST R I N G E R RE Q U I R E M E N T S TR E A D CO N N E C T I O N RE Q U I R E M E N T S 6 GUARD POST TO OUTSIDE JOIST N .T.S . . . . . < ( >- (/ ) z -<( 5 · z en - z ,- . . . w a: : :: , < ( 0 0. . _ J a: : _ J o < e w> - __ , ... On ' : I w 3 ' > z O - z o< C W , : : U U => w 0 : , : O u a: : 0. . _ J W _ J a: : < ( a: : I O U ) o° ' wr: 2 ( f ) u => < e w° ' CD ! , ; ; I - 0 o o z .. __, t: : ! _ J < ( ~~ V ) X 0 (/ ) a: : I - 0. . • 0. . 0. . W < ( u Z o O w . u a: : w z o c.: , - _ I / ) V ) Z W O a u a w za : : <( < ( • 1 / ) - - ' z ~ o fS u ; I - z < ( W :: , :: , z o w I - . I - a: : ~~ 3 ' z .1 3 ( f ) z 0 w z - 1 . u 3: I < ( l - a: : 0 : , : ui _ J _ J ( / ) . z 0 0 ~ U) a: : z W w ~ ; 1 t 3 0 z 1 - w u w z a: : F a: : a: : 0 < ( u :: , >- (j ' ~ ' \ L MA X . SP A N · = 6' - 0 " - - - - + CU T ST R I N G E R L MA X . SP A N = 1 3 ' - 3 " - - - - - - - , ( ' SO L I D ST R I N G E R ST A I R GU A R D RE Q U I R E M E N T S ST A I R GU A R D IS RE Q U I R E D FO R ST A I R S WI T H A TO T A L RI S E OF 30 " OR MO R E : SE E GU A R D DE T A I L i z ST A I R GU A R D H E I G H T - ? : 34 " MI N . ME A S U R E D ~ FR O M NO S I N G OF ST E P OP E N I N G S FO R RE Q U I R E D GU A R D S ON TH E SI D E S OF ST A I R S TR E A D S SH A L L NO T AL L O W A SP H E R E 4- 3 / 8 " IN DI A . TO PA S S TH R O U G H 6' - 0 " MA X I M U M BE T W E E N PO S T S 1 ( 1 0 " M I N . TR I A N G U L A R OP E N I N G SH A L L NO T PE R M I T TH E PA S S A G E OF A 6" DI A M E T E R SP H E R E . AT T A C H M E N T PE R TR E A D AT EA C H ST R I N G E R OR LE D G E R : 2x or 5/ 4 TR E A D S - ( 2 ) 8D TH R E A D E D NA I LS OR (2 ) # 8 SC R E W S >2 - 1 / 2 " LO N G 3x TR E A D S -( 2 ) 16 D TH R E A D E D NA I L S OR (2 ) # 8 SC R E W S > 3- 1 / 2 " LO N G S T R I N G E R : - - ~ TR E A D S :2X _ or 5/ 4 BO A R D ST R I N G E R CU T ST R I N G E R TR E A D S : SE E TA B L E 6 - 1 - - - - 36 " MA X - + - - - - - f 2X 4 LE D G E R S , EA C H SI D E , FU L L DE P T H OF TR E A D : AT T A C H WI T H (4 ) 10 d TH R E A D E D NA I L S OR ( 4 ) # l l WO O D SC R E W S >3 " LO N G SO L I D ST R I N G E R HA N D R A I L MO U N T I N G EX A M P L E S FA S T E N HA N D R A I L PE R MA N U F A C T U R E RE C O M N D A T I O N z ~ W A L k ~ - - - - - - - G U A R D PO S T 2X B L O C K I N G 34 " - 3 8 " TO NO S I N G OF ST A I R S ,T Y P I C A L CO R R O S I O N RE S I S T A N T HA N D R A I L HA R D W A R E MO U N T E D TO GU A R D MO U N T E D TO WA L L ST A I R ST R I N G E R AT T A C H M E N T DE T A I L RI M JO I S T OR OU T S I D E JO I S T SL O P E D JO I S T HA N G E R MI N I M U M VE R T I C A L CA P A C I T Y OF 62 5 LB S ; SE E MA N U F . MA N U A L FO R MA X . CA P A C I TY & IN S T A L L SP E C S . AT T A C H M E N T WI T H HA N G E R S TA B L E 6 MI N I M U M TR E A D SI Z E FO R CU T AN D SO L I D ST R I N G E R S . SP E C I E S CU T SO L I D ST R I N G E R S T R I N G E R SO U T H E R N PI N E 2X 6 or 5/ 4 2X 1 0 DO U G L A S FI R LA R C H HE M - F I R , S P P 2X 6 OR 5/ 4 2X 1 0 OR 3X 4 RE D W O O D , WE S T E R CE D A R S PO N D E R O S A PI N E , • RE D PI N E " 2X 4 OR 5/ 4 2X 1 0 OR 3X 4 1. AS S U M E S 30 0 LB CO N C E N T R A T E D LO A D , L2 8 8 DE F L E C T I O N LIMIT, NO . 2 ST R E S S GR A D E , AN D WE T SE R V I C E S CO N D I T I O N S . 2. IN C I S I N G AS S U M E D FO R DO U G l l A S FI R LA R C H , HE M - F I R , AN D SPRUCE- PI N E - F I R 3. DE S I G N VA L U E S BA S E D ON NO R T H E R N SP E C I E S WI T H NO IN C I S I N G AS S U M E D HA N D R A I L GR I P SI Z E iN O N C I R C U L A R CI R C U L A R (R 3 1 1 . 7 . 7 . 3 TY P E I) PE R I M E T E R . 4" - 6:f ' 1 1 .. 2' " . - . RE C E S S E D (R 3 1 1 .7. 7 . 3 TY P E 11 ) PE R I M E T E R . > 6. f ' MISCELLANEOUS STAIR REQUIREMENTS ' --I-a. I' I (9 ::. w -0 I-w <fl I 0:: LL ....I~ 0 <( co (9 -.__ 0:: <? z o• -z .... <fl "'O <( ..,,., . HANDRAIL ~ IJ , \ -/ \ I .J ,, ' -~ .__ f--'\._HANDRAILS RETURN TO END HALL EACH \_ " 36 MIN1 Sf AIR I I 11. ..1. l ~ WIDTH L __ J STAIR FOOTING DETAIL CUT POST AND BOTTOM THREAD ELEVATION WHEN NO STAIR GUARD IS REQURED STAIR STRINGER (2) ;" DIAMETER THROUGH -BOLTS WITH WASHERS REQUIRED ONLY IF GUARD IS REQUIRED; OTHERWISE USE(2)#ll WOOD SCREWS . 3-1" LONG OR (2) 16d THREADED NAILS ATTACH 2X4 BEARING B~OCK USING (8)#8 WOOD SCREWS> 3 -1" LONG OR (8) 16d THREADED NAILS ---;f'4=;;~--'t.-----0 4X4----ol-++---i POST O 0 0 0 MIN . 12" SQUARE OR 12' DIA FOOTING wl (2) No . 4 BARS E.W. MIN . 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MARTIN, PE #80359 SHEET S-3 - □ ~ N a : : ow l _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ :_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ._ _________ _, N > D LAZAR RESIDENCE R E A R A N D P A R T I A L S I D E E L E V A T I O N 641 DAVID STREET, ATLANTIC BEACH 32233 2 0 2 0 J U N 1 5 S c a l e : 1 / 4 " = 1 ' - 0 " P r o j e c t N o . : 2 0 2 0 - E I I • 0 0 • 0 LO FOUND 1/2" IRON PIPE NO IDENTIFICATION 4X4 PT POSTS WITH KNEE WALL BETWEEN AND SCREEN ABOVE NEW EXTERIOR STAIR TOT AL RISE OF APPROXIMATELY 9': 16 RISERS@ 6.75" & TREADS@ 11" + .. -.. ~ ~ CD I ! 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J ~ z L I . w 0 0 9 ~ - V , L I . w z · \ J o l o o N w U LAZAR RESIDENCE I 641 DAVID STREET, ATLANTIC BEACH 32233 S I T E & F L O O R P L A N F O U N D 1 / 2 " I R O N P I P E N O I D E N T I F I C A T I O N 2 7 . 8 ' S E T 1 / 2 " I R O N P I P E D U R D E N L . B . # 6 6 9 6 0 0 . 0 L O 2 0 2 0 J U N 1 5 S c a l e : 1 / 8 " = l ' - 0 " P r o j e c t N o . : 2 0 2 0 - E I I • P T H A N D R A I L A S S E M B L Y S E T T O N O T A L L O W 4 " S P H E R E T O P A S S -'i<--2 X 6 TOP RAIL A N D T O W I T H S T A N D 2 5 0 L B r----_ 1 X4 PT BOARDS P O I N T L O A D v1 1/2" SQ PICKETS P R O V I D E C O N T I N U O U S S I D E W A L L 0 F L A S H I N G A T D E C K I N T E R S E C T I O N = I m W I T H E X I S T I N G E X T E R I O R W A L L : : : t . M ~ 4 X 4 PT POST TO A L I G N N WPOSTBELOW S L O P E 1 / 4 " P E R L F ---~ ' ° I I ~ I~ ~ • ~ .... ~ 1 X 6 W O O D B O A R D S ~ S E T O N 1 X F U R R I N G 1'-5 3/4" 3 / 4 " S H E A T H I N G C O A T E D W I T H M O D I F I E D B I T U M E N R O O F I N G ~ 2 X 1 0 @ 1 6 " O C F R A M I N G , S E T S L O P E D -~ ( 2 ) 2 X S B E A M O V E R P O S T S ~ 1 X 6 W O O D C E I L I N G s 1 X S 4 S T R I M T O C O V E R B E A M S N 4 X 4 P T P O S T S I F,.. 2 X 8 T O P R A I L --------i----= 2 X 4 F R A M I N G W I T H S H E A T H I N G O N >--i--------->--L--,------ B O T H S I D E S , W A T E R P R O O F E D ~ L----- I 4 " T H I C K R E I N F O R C E D C O N C R E T E S L A B ~ N 1 1 ' - 1 1 1 / 8 " .I I ---~s l -' I LAZAR RESIDENCE 1 I 641 DAVID STREET, ATLANTIC BEACH 32233 S E C T I O N I I ~ 2 ' - 0 " ~ M 9 C X ) . , ~ . I I ' g C l ' 9 C X ) r 2 0 2 0 J U N 1 5 S c a l e : 1 / 2 " = 1 ' - 0 " P r o j e c t N o . : 2 0 2 0 - E I I • I I I I I E R E M O V E D EXISTING S I D I N G T O B AND REI N S T A L L E D T O ACCOM M O D A T E N E W FLASHIN G I N S T A L L A T I O ~ S I D E W A L L N I S H E D A L U M I N U M DOUBLE L A Y E R P R E F I N SIDEWAL L F L A S H I N G , ( M BE SEALE D T O E X T E R I O FLUID AP P L I E D W A T E R P UNDERN E A T H E X I S T I N I N 4 " L E G S ) T O P S T O R S H E A T H I N G W I T H R O O F I N G G B U I L D I N G W R A P P R O O F I N G T O E X T E N D FLUID AP P L I E D W A T E R ON TOP O F D E C K S H E A CONTIN U O U S L Y S E A L E BETWEE N W A L L A N D R PENETRA T I O N S A L L O W T H I N G F O R D I N T E R S E C T I O N O O F / D E C K . N O E D I I ; - - - - - - - J NEW FR A M I N G P E R S T R U C T U R A L D R A W I N G S J NEW DE C K I N G O R R O O F I N G P E R O W N E R DETAIL E X P L O D E D F O R C L A R I T Y , D O N O T S C A L E 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 I t I ~ : M N I I I I I I , I I - - ~ E X I S T I I N T E R N G W A L L S A N D I O R F I N I S H E S T O I N R E M A D LAZAR RESIDENCE R E A R A N D P A R T I A L S I D E E L E V A T I O N 641 DAVID STREET, ATLANTIC BEACH 32233 2 0 2 0 J U N 1 5 S c a l e : 1 / 4 " = 1 ' - 0 " P r o j e c t N o . : 2 0 2 0 - E I I • MAP SHOWING BOUNDARY SUR\ LOT 501, SALTAIR SECTION 1, OF THE CURRENT PUBLIC AS RECORDED IN PLAT RECORDS OF DUVAL CC ------ NDT£S1 THIS PROPERTY LIES IN FLOOD ZONE "X'' PER FLOOD INSURANCE RATE MAP (FIRM), DUVAL COUNTY. CITY OF ATLANTIC BEACH, COMMUNITY No. 120075, MAP/PANEL No. 1203 /C -0 409-J, REVISED NOVEMBER 2, 2 018 ALL INTERIOR ANGLES SHOWN HEREON ARE go·oo·oo" AS FIELD MEASURED AND POSSESSED NO BUILDING RESTRICT/ON LINE BY PLAT OHE DENOTES OVERHEAD ELECTRIC N. T.S. DENOTES NOT TO SCALE -11-DENOTES 6' WOOD FENCE EXCEPT AS NOTED -V -DEN OTES 6' VI NLY FENCE EXC EPT AS NOTED THERE MAY BE ADDITIONAL RES TRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF '. DUVAL COUNTY, FLORIDA. ------ lo1 1-sa f"o IJ? u!VD ~ Ot1; ,o 1/;,,, O ID 1/,of' <:!1;7;,.c-; IC-4 7; --------------I. ,,,, J.o, --· \' .. & SURV£YDR'S NOT£• D U SURVEYING 985 11T JACK S ONVILLE (904) 853-E LICENSE D THE SURVEY HEREON WAS MADE WITHOUT TH THEREFORE THE UNDERSIGNED AND DURDEN REGARDING INFORMATION SHOWN OR NOT SH EASEMENT$, RIGHTS-OF-WAY, SETBACK LINE:: RESERVATIONS OR OTHER $/MILAR MATTERS V THIS SURVEY NOT VALID UNLESS TH/$ PRINT 0 0 • 0 LO FOUND 1/2" IRON PIPE NO IDENTIFICATION 4X4 PT POSTS WITH KNEE WALL BETWEEN AND SCREEN ABOVE NEW EXTERIOR STAIR TOT AL RISE OF APPROXIMATELY 9': 16 RISERS@ 6.75" & TREADS@ 11" + .. -.. ~ ~ CD I ! NJ _______ T ____ ----~ ~ SCR~EN ': I --'k---SN POR~H i . g C ----AND DECK ~----1----~ !, ABOVE I ~ !s t- 1 0 0 . 0 0 ' 2 S T O R Y W O O D F R A M E R E S I D E N C E # 6 4 1 E X I S T I N G H O U S E T O R E M A I N +------='l'====...$~~~---~~~~.:::'Jli.---'------tt_ l;, ! _ _ ! 0 ' _ R E Q U I R E D M I N I M U _ M S I D E 3/4 S E T B A C K @ C O R N E R L O T \0 I \0 --,j<-------if---~K-----------:::r-,.--------,IA'" 11'-9 7/8" ,i, NEW FENCE LOCATION TO ALIGN WITH EXISTING NEIGHBOR FENCE FOUND 1" IRON PIPE NO IDENTIFICATION 1 0 0 . 0 0 ' DAVID S T R E E T (FORMERLY PA R K A V E N U E P E R P L A T ) SO' RIG H T - O F - W A Y " ' U 1 - - - - 1 : : I J . F , . . . - i - . . . . > + ~ 1 1 - 0 9 ~ ~ ~ - w < . z z ~ - i o i = - ~ u z ~ z O c o · o ~ t ; : ; • 1 - ~ " ' 1 0 w I - . . . J ~ z L I . w 0 0 9 ~ - V , L I . w z · \ J o l o o N w U LAZAR RESIDENCE I 641 DAVID STREET, ATLANTIC BEACH 32233 S I T E & F L O O R P L A N F O U N D 1 / 2 " I R O N P I P E N O I D E N T I F I C A T I O N 2 7 . 8 ' S E T 1 / 2 " I R O N P I P E D U R D E N L . B . # 6 6 9 6 0 0 . 0 L O 2 0 2 0 J U N 1 5 S c a l e : 1 / 8 " = l ' - 0 " P r o j e c t N o . : 2 0 2 0 - E I I • P T H A N D R A I L A S S E M B L Y S E T T O N O T A L L O W 4 " S P H E R E T O P A S S -'i<--2 X 6 TOP RAIL A N D T O W I T H S T A N D 2 5 0 L B r----_ 1 X4 PT BOARDS P O I N T L O A D v1 1/2" SQ PICKETS P R O V I D E C O N T I N U O U S S I D E W A L L 0 F L A S H I N G A T D E C K I N T E R S E C T I O N = I m W I T H E X I S T I N G E X T E R I O R W A L L : : : t . M ~ 4 X 4 PT POST TO A L I G N N WPOSTBELOW S L O P E 1 / 4 " P E R L F ---~ ' ° I I ~ I~ ~ • ~ .... ~ 1 X 6 W O O D B O A R D S ~ S E T O N 1 X F U R R I N G 1'-5 3/4" 3 / 4 " S H E A T H I N G C O A T E D W I T H M O D I F I E D B I T U M E N R O O F I N G ~ 2 X 1 0 @ 1 6 " O C F R A M I N G , S E T S L O P E D -~ ( 2 ) 2 X S B E A M O V E R P O S T S ~ 1 X 6 W O O D C E I L I N G s 1 X S 4 S T R I M T O C O V E R B E A M S N 4 X 4 P T P O S T S I F,.. 2 X 8 T O P R A I L --------i----= 2 X 4 F R A M I N G W I T H S H E A T H I N G O N >--i--------->--L--,------ B O T H S I D E S , W A T E R P R O O F E D ~ L----- I 4 " T H I C K R E I N F O R C E D C O N C R E T E S L A B ~ N 1 1 ' - 1 1 1 / 8 " .I I ---~s l -' I LAZAR RESIDENCE 1 I 641 DAVID STREET, ATLANTIC BEACH 32233 S E C T I O N I I ~ 2 ' - 0 " ~ M 9 C X ) . , ~ . I I ' g C l ' 9 C X ) r 2 0 2 0 J U N 1 5 S c a l e : 1 / 2 " = 1 ' - 0 " P r o j e c t N o . : 2 0 2 0 - E I I • MAP SHOWING B O U N D A R Y S U R V E Y O F : LOT 501, SALTAIR SECTION 1 , A S R E C O R D E D I N P L A T B O O K OF THE CURRENT PUBLI C R E C O R D S O F D U V A L C O U N T Y , lo, < t - s a F"ou. IRol\l !\t o , P ; , c , 1 / < " . J . o • - ~ . . a 1 0 , P A G E 8 F L O R I D A F " o u . 1 1 r 0 1 \ 1 ! \ t o 1 , , ! \ l o i o . P ; , c , E ~ 1 \ 1 7 i l f t c I 4 1 1 7 0 1 \ 1 & C Y ( f j I . . N C E R T I F I E D T O : NCJT£S, THIS PROPERTY LIES IN FLOOD ZONE •x• PER FLOOD INSURANCE RATE MAP (FIRM), DUVAL COUNTY, CITY OF ATLANTIC BEACH, COMMUNITY No. 120075, MAP/PANEL No. 12031C-0409-J, REVISED NOVEMBER 2, 2018 ALL INTERIOR ANGLES SHOWN HEREON ARE 90"00'00" AS FIELD MEASURED AND POSSESSED NO BUILDING RESTRICTION LINE BY PLAT OHE DENOTES OVERHEAD ELECTRIC N. T.S. DENOTES NOT TO SCALE -II-DENOTES 6' WOOD FENCE EXCEPT AS NOTED -V-DENOTES 6' VINLY FENCE EXCEPT AS NOTED THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. S U R V £ Y C J R ' S N C J T E : , D U R D E N S U R V E Y I N G A N D M A P P I N G , I N C . 9 8 5 1 1 T H A V E N U E S O U T H J A C K S O N V I L L E B E A C H , F L O R I D A 3 2 2 5 0 ( 9 0 4 ) 8 5 3 - 6 8 2 2 F A X 8 5 3 - 6 8 2 5 L I C E N S E D B U S I N E S S N O . 6 6 9 6 T H E S U R V E Y H E R E O N W A S M A D E W I T H O U T T H E B E N E F I T O F A B S T R A C T O R S E A R C H O F T I T L E A N D T H E R E F O R E T H E U N D E R S I G N E D A N D D U R D E N S U R V E Y I N G A N D M A P P I N G , I N C . , M A K E N O C E R T I F I C A T I O N S R E G A R D I N G I N F O R M A T I O N S H O W N O R N O T S H O W N H E R E O N P E R T A I N I N G T O E A S E M E N T S , C L A I M S O F E A S E M E N T S , R I G H T S - O F - W A Y , S E T B A C K L I N E S , O V E R L A P S , B O U N D A R Y L I N E D I S P U T E S , A G R E E M E N T S , R E S E R V A T I O N S O R O T H E R S I M I L A R M A T T E R S W H I C H M A Y A P P E A R I N T H E A B S T R A C T O R S E A R C H O F T I T L E . T H I S S U R V E Y N O T V A L I D U N L E S S T H I S P R I N T I S E M B O S S E D W I T H T H E S E A L O F T H E A B O V E S I G N E D . M A R K L A Z A R I h e r e b y c e r t i f y t h a t t h i s s u r v e y m e e t s t h e m i n i m u m t e c h n i c a l s t a n d a r d s a s s e t f o r t h b y t h e F l o r i d a B o a r d o f L a n d S u r v e y o r s , p u r s u a n t t o S e c t i o n 4 7 2 . 0 2 7 F l o r i d a S t a t u t e s a n d C h a p t e r 5 J 1 7 F l o r i d a A d m i n i s t r a t i ~ F L O R I D A R E G I S T E R E D S U R V E Y O R N o . 4 7 0 H . B R U C E D U R D E N , J r . S I G N E D - - - ' - ' M . , _ , _ A . , _ , Y - - - ' - ' 1 9 " - ' - - " ' " 2 0 . . . . , 2 " ' - ' 0 " - - - - - - - - S C A L E : 1 " = 2 0 ' W O R K O R D E R N U M B E R : 2 0 1 9 7 B - 9 6 6 8