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1815 Hickory Ln RES20-0111 Doors, Interior Remodel PacketOWNER:ADDRESS:CITY:STATE:ZIP: BAIN GAYNELLE G 1815 HICKORY LN ATLANTIC BEACH FL 32233-4547 COMPANY:ADDRESS:CITY:STATE:ZIP: E2 DESIGN & CONSTRUCTION LLC 6900 Philips Hwy #31 Jacksonville FL 32216 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172020 1442 SELVA MARINA UNIT 12C R/P JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1815 HICKORY LN RESIDENTIAL ALTERATION RESIDENTIAL new doors & interior remodel $60000.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $320.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $160.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.20 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.80 LIST OF CONDITIONS Roll off container company must be on City approved list . 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: 7/28/2020 PERMIT NUMBER RES20-0111 ISSUED: 7/28/2020 EXPIRES: 1/24/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 TOTAL: $492.00 2 of 2Issued Date: 7/28/2020 PERMIT NUMBER RES20-0111 ISSUED: 7/28/2020 EXPIRES: 1/24/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $492.00 RES20-0111 Address: 1815 HICKORY LN APN: 172020 1442 $492.00 BUILDING $320.00 BUILDING PERMIT 455-0000-322-1000 0 $320.00 BUILDING PLAN REVIEW $160.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $160.00 STATE SURCHARGES $12.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.20 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.80 TOTAL FEES PAID BY RECEIPT: R12457 $492.00 Printed: Tuesday, July 28, 2020 4:47 PM Date Paid: Tuesday, July 28, 2020 Paid By: E2 DESIGN & CONSTRUCTION LLC Pay Method: CREDIT CARD 348803640 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R12457 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $492.00 RES20-0111 Address: 1815 HICKORY LN APN: 172020 1442 $492.00 BUILDING $320.00 BUILDING PERMIT 455-0000-322-1000 0 $320.00 BUILDING PLAN REVIEW $160.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $160.00 STATE SURCHARGES $12.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.20 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.80 TOTAL FEES PAID BY RECEIPT: R12457 $492.00 Printed: Tuesday, July 28, 2020 4:47 PM Date Paid: Tuesday, July 28, 2020 Paid By: E2 DESIGN & CONSTRUCTION LLC Pay Method: CREDIT CARD 348803640 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R12457 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 I S REQUIRED, Job Address: I)' I S \.\:<-~"'~~, J."" i\ >"1",,;<-1),,,<,, '\'"1.-12.1..3) Perm it Number: __________ _ Legal Description 3 '1 -1.,\ og-!1,S -1'\1' S'tlv,-1""..,.;"" UA;~ \1..-(. \U.t\~~ k" ).,0 RE# _________ _ Valuation of Work (Rep la ce m ent Cost) $ tu 'Q 0 0 Heated/Cooled SF ~ 111' Non-Heated/Cooled 1'\,0 .. • Class of Work : D New D Add iti on oiAlteration D Repai r D Move D Demo D Pool ~i nd ow/Door • Use of ex i st ing/prop ose d structure(s): OCo mmercial ~es id e nt ia l • If an existing stru ct ure, is a fire sprin kler system in stalle d ?: D Yes riNO I • Will tree/51 be remo ved in assoc iation with oro Dosed oroiect? D Yes (mu st subm it senarate Tree Removal Permitl ~NO Des cri be in detail the type of wo rk to be performed: fL ..... ,,1L \ y..; t,"'''' , I ,) ~~" 1\ l "-1".: t,",,,, !j ' 1<.. _; ",,)0_ '"ll\j~_\' 1'\("'-. f"~(v... ~., ........ S·c..\' '-:ll\!.. " .......... e..~,"(J'i{J'" d w r , Fl o rid a Produc t Ap proval # ___________________ for multiple products use product approval form Propertv Owner Information Name ~""'1M, \$... 1)";11 Address _\",'tu l,..5:-H'--!.!.;<",V."",,,,'i-=+--=L..,..,,,,,-__ ..,...._-=..,----,.....,.,-,-__ _ City It~\~\-l <.. I)"",", State Pr.... Zip )'2.:2-3) Phon e '1 .~ -.L. 3 3 · 'J 13 t E-Mail S .t.tU"G\j "tit." J ; r' @ /,,~{I(l \0-1 r"<4. ~ Owner or Agent (If Agent, Power o f Attorney or Agency Letter Required) ___________________ _ Contractor Information Name of Company If 1--\.)tJ; ,... .J,. (hflr.,\ '" " Qua li fying Agent iii: 1.to, ~'" if"." r Address ,~.o r .... ;I:fS \\~1' \?l\ City :l'~d'.l d'":''' State j"'L Zip 311/, Offic e Phone g.,. 4 to • y yq i.-_ Job Site Contact Number io~ -'<" y . ~ r 6 (' State Certification/Registration n '" I S \5 ~ 1. 6 -l6 <. E-Mail g .. V"" f @ .. " J ( , " .. :I- Arch itect Name & Phone # ___ -......,---=---...,....---;--:-~,,"""',..,.,:;------------------ Engineer's Name & Phone # :). Ltvt\;,... (1...-10-... ) '\< ~ -~o ~ '):1..)'') Workers Co mpen sati on Insurer Vr""Y. '-;11\>.~ (, __ -:l,.i~r""!," C., OR Exempt 0 Expiration Date $ \ 2 'td'q , Application is hereby made to obtain a permit to do t h e wor k an d in st alla tion s as ind i cated. I ce rtify that no work or instal latio n has commenced prior to the issuance of a permit and t hat all work w ill be performed to meet th e stand ard s of all the laws regulating construction in this jur isdiction, I understand that a separate permit must be secured f or ELE CTRIC AL WORK, PLUMBING, SIGNS , W ELL S, POOLS, FURNACES , BOILERS, HEATERS, TAN KS, and AIR CON DIT ION ER S, etc, NOTICE: In additi on to the requ irements of this permit ther e may be additional restrictions applicable to this property that may be found in t h e public records of this county, and there may be additional permits required from other governmenta l entities such as water management districts, state agencies, or fed eral agencies. OWNER 'S AFFIDA VIT : I certify that all the fo r ego ing informati on i s acc urate and that all wor k w ill be done in com pli ance with all appli cabl e laws regu l at in g construction an d zon in g. 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 SULT WITH YOUR LENDER OR AN ATTORNEY BEFORE -If--F->"'-t-=->...L....J.""-"H-&:z.-F_C_O_M_!V1_E_N_C_EM_ENT. :;::;;;~ z:::~ [ ] Pe rsona ll y Known OR [\.fl'ro duced Ide ntification Type of Id entifica t io n: \)('11/<..1; L..;,tc.-.'"I<""""- (Signature of Contractor) Notary Commission # GG 249578' My (omm. Expires Sep 6, 2022 [ ,~~~~~~~~N~'~ti~on:'I~~!A,~sn~'1 [y...ttf6auced Identification Type of Ident ification: D r j I -C f,) L ; c CN' ~ <- Doc # 2020093369, OR BK 19194 Page 2211, Number Pages: 1, Recorded 05/04/2020 11:26 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT State Of __ t ..... -_L._'_.Jr_'C!_ ........ ______ _ Tax Folio No. ____________ _ County of ___ QL-LiJ~v,-"_\-'--_____ _ 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: j'.\ '''2..\ t"\'()..S -1.\£ $-{\>j\. J'VI .. r;"o.... VI':+ \1.-, tttl..J:.... I Address of property being improved: _..:..\ ~:!... ~IS~' _.!..i-\,-:~(\':,='~;,..;I\J~\ ---=:t~""':'::~'----LJ\:...:\~\""=.:.!.:~;~L.,---,~~.,,,,,h,,,---;,..;rc.;l..=--_.::.1~J...:.:.1,.=.3..:.3 _____ _ General description of i mprovements: -->.k...:.~-,.\--,(...!iII..>::s....",-----,a..::c~-,-, .... ..:.:,,,,,d,-~;;...\_-,--_-.;;..~...:.,, $_' \._"'_\'_...:."'..:..~.o... ...... __ ..:.v-_::...:"""J_<:'''':'''''--=---+l----'''''',=--...:d~",~:.;.' f"-I_-=--..... -"",LL- Address: \ 115 Owner's interest in site of the improvement: -->oO"--c../._/V...:....;f2...=.o..I=-_______________________ _ Fee Simple Titleholder (if other than owner): _.....LcI--4-L....I.A'-I-________________________ . Name: ______ ~-------------------------------- Contractor: t);'2. .. b!..~V\ £\J~ \ Address: ~ 'Od ~iI-:I:FS \\-"'1. ~L. 3 'll. I (' t Telephone No.: \.:;1(, I.{z..o' Yr'i't FaxNo: ____ IV-'/~~_. _____ __ Surety (if any) (\Ilh Address: _______________________ Amount of Bond $ _________ _ Telephone No: __________ _ Fax No: ___________ __ Name and address of any person making a loan for the construction of the improvements Name:· ________ N--=-,_,, __________________ _ 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 beseNed;Name: _______________ fJ~/~A ________________________________________ .~~~~~ Address: _____________________________________ ;r~-.~~~~~ Telephone No: Fax No: ____________ g .~~ ... In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in S 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: jV ,.. Cl.. ...... .. Doe z _ '< 0 ~~b'Dr g33-<,.. uo 3 ~.~~ £ ~~-~! Address: ____________________________________ -+~-·~.:::J , ,.., ~~~~~ ~",Ct~f!' ~'O~ao 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 ai~~ S z ~eooa: specified); __________________ -t ______ 7f-::::;-__________ ,;;;;:::J~N" .. ;.....l THIS SPACE FOR RECORDER'S USE ONLY Signed: Date; i I '2 312 j) Before C<...1 in the county of Dutal, State Of Florida, has onallyappeared tSrA-y tJ-e..LL r!.. [>C<.IV'«. Notary Public at Large, State of Flor,ida, C9unty of Duval.. ._ My commission expires: S e I' +-{; 2-0:? 2- Personally Known: ___ ---:---: ____ ---: _____________ or Produced Identification: D 'i 1t'S; .... 7 Li ......::.·11 '7--<- Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 ""ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: (904) 247-5826 Email : Building-Dept@coab.u5 PERMIT #: RES20-0111 D Revision to Issued Permit OR o Corrections to Comments Date :05/1 1/2020 Project Address: 1815 Hickory Lane Contractor/Contact Name: Elizabeth Evans (E2 Design & Construction)1 Ryan Carelson Contact Phone : ",(9:.:0:..:4!-) 7:..:0:.:8:..:-9:.:5:.::0.:.6 ________ Email : rcarelson@e2dc.net Description of Propo sed Revision / Corrections: 1 Clearly wrote out "CGC" in front of our license number that was not originally written clearly enought to read 2. Redirected examiner, Mike Jones, to area on plan that lists the alteration level that was not observed originally. IE""bothE_(E20e0ig0'Co<mru_V _C.~.," affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will propo sed revision/corrections a dd additional square footage to original submittal? E]No D Yes (additional s.f. to be added: ) .~ill propose~ revision/corrections add additional in crea se in building value to original submittal? l!:JNo 0 Yes (additional Increase In bUilding value: S ) (Cont ractor must sign jfincrease in valuation) "Signature of Contractor/Agent: _______ (...,---'.-'~""'-______________ _ (Office Use Only) o Approved o Denied o Not Applicable to Department Permit Fee Due $, ______ _ Revision/Plan Review Comments ______________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Updated 10/17/18 0oSSBa+ou6dL=^J: xtrtJ1pSY9!(lJ !r.l oqEkE8;EoEraf?>ol{efEO-- i^FE PUE=olEBPlb-€:!215 0hgE--q'iEbbq-o= cF-eigc.. u-o'F €-cco; &aEet9-i;a::o#96i4-A -E EEo-O=L*sl=BAEPotrFo =Ed:"'>oIroEHu ,q ;€-cr.9E.8P.= C 6JLs-Cl f l/t(UL -Li o EsE"a{ o *b€€ [p'-(JTi.- u^J-E XE'-a .o'99 C o Q-Io c o.ES E€ O \a' nE = =Lr,- c 5lJ.lE.SZ >eflrif .= c (o s.e9E?Ei=E b XE6 g:E o =EEg€ F+F(u,= = LL-vr-'=: p (6J.= (J >3E; eIgE&<E c!(E C'(o m o o C (Eo ai E(oz (J (u oL& oc Bo* #.€ E OJr (f) (f)NN cf) -tL o (Eo m o.E C (U o G ol< .o - lr) @ u) (u :o (Jo oLL* a?$co n$co c\@o(o$ ot:) oc .9 (E .E E ooo t-o Lo#xo a oo:o t-o !-o x o) =o!c =-:zC'a co -c.o=lz {., 'rElo o. 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R O W L A N D , P E F L L I C E N S E N O . 8 0 4 9 9 S H E E T 0 3 - 1 9 - 2 0 2 0 E2 DESIGN & CONSTRUCTION ATLANTIC BEACH, FL 32233 1815 HICKORY LANE RR JOB No. 20-0161 BAINS RENOVATION S 1 . 0 130BENCLOSEDRESIDENTIALIINOWOOD FRAMING1. ALL WOOD AND WOOD-BASED PRODUCTS HAS BEEN DESIGNED IN ACCORDANCE WITHNDS FOR WOOD CONSTRUCTION AND NDS SUPPLEMENT (2015)2. ALL STRUCTURAL SAWN LUMBER AND ENGINEERED WOOD PRODUCT SHALL BE IDENTIFIEDBY GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY3. ALL STRUCTURAL WOOD OR WOOD-BASED MEMBERS IN CONTACT WITH SOIL, CONCRETE,MASONRY, OR EXPOSED TO WEATHER SHALL BE PT ACCORDING TO AWPA U1 AND/ORAWPA M4, BASED ON INTENDED USE.4. REFERENCE FRC TABLE R602.3 FOR CODE PRESCRIBED CONNECTIONS. ALL FRAMINGCONNECTIONS SPECIFIED ON PLAN ARE IN ADDITION TO THESE MIN CODE REQUIREMENTSWALL SHEATHING1. ALL WOOD STRUCTURAL PANEL SHEATHING SHALL CONFORM TO DOC PS 1 OR DOC PS 22. PANELS SHALL BE IDENTIFIED FOR GRADE, BOND CLASSIFICATION, AND PERFORMANCECATEGORY BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY ANAPPROVED AGENCY3. SEE FRAMING NOTES FOR SHEATHING THICKNESS, SPAN RATING, FASTENING, ANDBLOCKING REQUIREMENTS4. ALL SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION (STRENGTH AXIS)PERPENDICULAR TO SUPPORTS UNO ON PLAN DESIGN CRITERIAGENERAL NOTES THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING:- FLORIDA BUILDING CODE - RESIDENTIAL, 6TH EDITION (2017)- FLORIDA BUILDING CODE - EXISTING, 6TH EDITION (2017)- ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH)EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISALTERATIONLEVEL IIDEFLECTION CRITERIAWALLS: WINDL/360 (STUCCO)WINDL/240 (BRITTLE)WINDL/180 (FLEXIBLE)C&C DESIGN PRESSURES (ULTIMATE)WALLS/WINDOWS/DOORS:≤50SF+30.38 / -40.67 psf>51SF+25.83 / -31.58 psfWATERPROOFING1. DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOF/WALLCOVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/ORARCHITECT OF RECORD. E X I S T I N G E X I S T I N G E X I S T I N G M E T A L C O N N E C T O R S C H E D U L E SIMPSON U S P C O N N E C T I O N A T M E M B E R A N C H O R A G E CS18 C S 2 0 ( 9 ) 1 0 d C O M M O N E A C H E N D - - DTT2Z D T B - T Z ( 8 ) 1 4 " x 1 1 2 " W O O D S C R E W S 1 2 " Ø x 4 1 2 " S C R E W A N C H O R O R E M B E D N A I L S I Z E S SPECIFI C A T I O N D I A M E T E R ( Ø ) L E N G T H 8d CO M M O N 0 . 1 3 1 " 2 1 2 " 10 d 0 . 1 3 1 " 3 " 10d CO M M O N 0 . 1 4 8 " 3 " NOTE: ALL CONN E C T I O N S O N P L A N S H A L L B E W / 1 0 d , U N O NOTES:1. ALL CONNEC T O R S S P E C I F I E D P E R S I M P S O N S T R O N G - T I E " W O O D C O N S T R U C T I O N CONNECTOR S " C A T A L O G ( 2 0 1 9 - 2 0 2 0 ) & U S P " S T R U C T U R A L C O N N E C T O R S , " 5 9 T H EDITION (2018 ) 2. ALL CONNEC T O R S T O B E I N S T A L L E D P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S 3. ANY CONNEC T O R S N O T S P E C I F I E D I N T A B L E A B O V E , S H A L L B E I N S T A L L E D P E R T H E MANUFACTU R E R ' S S P E C I F I C A T I O N S 4. POSITIVE PLA C E M E N T G U N N A I L S W / E Q U A L D I A M E T E R & M I N 2 1 2 " L O N G M A Y B E USED ILO CO M M O N N A I L S O N C S 1 8 S T R A P S , M S T A S T R A P S , A N D A B U P O S T B A S E ANCHORS5. PLAN SPECIFI E D C O N N E C T O R S M A Y B E S U B S T I T U T E D W / E Q U A L O R G R E A T E R ALTERNATIVE A S D E T E R M I N E D B Y P R O D U C T M A N U F A C T U R E R 6. ALL POST-INS T A L L E D A N D E M B E D A N C H O R S I N C O N C R E T E S H A L L B E I N S T A L L E D W / SIMPSON SET - X P , A T - X P , O R E Q U I V A L E N T 7. FASTENERS, C O N N E C T O R S , A N D A C C E S S O R I E S I N C O N T A C T W I T H P T W O O D S H A L L BE HOT-DIPP E D G A L V A N I Z E D S T E E L O R S T A I N L E S S S T E E L I N A C C O R D A N C E W I T H T H E MANUFACTU R E R ' S R E C O M M E N D A T I O N S 8. IF FOR EXTER I O R U S E O R W I T H A C Q / C A / M C A T R E A T E D W O O D , C O N N E C T O R S & FASTENERS S H A L L B E H O T - D I P P E D G A L V A N I Z E D , G - 1 8 5 ( Z - M A X ) , O R S T A I N L E S S STEEL K E Y P L A N N A R E A O F W O R K S c a l e : N T S F R A M I N G P L A N 1 . 0 1. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITYOF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FINDAREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR.2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD ADIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL.3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TOSUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALSAND CONNECTIONS ARE IN PLACE AND INSPECTED.**NOTES** F R A M I N G N O T E S : S T U D S N o . 2 S P F O R N o . 2 S Y P 1 . F A S T E N A L L S T U D S T O T O P A N D B O T T O M P L T W / M I N ( 4 ) 1 0 d T O E - N A I L S O R ( 3 ) 1 0 d F A C E - N A I L S 2 . F A S T E N A L L M U L T I - S T U D G R O U P S T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D I N F I L L F R A M I N G N o . 2 S P F O R N o . 2 S Y P 3 . I N F I L L F R A M E W A L L B E L O W E X I S T I N G H E A D E R W / 2 x _ S T U D S @ 1 6 " O C , F A S T E N E A C H S T U D T O H E A D E R A B O V E & B O T T O M P L T W / ( 2 ) 1 0 d T O E - N A I L S 4 . S H E A T H A L L I N F I L L F R A M I N G S T U D S P E R W A L L S H E A T H I N G N O T E S B E L O W H E A D E R F R A M I N G N o . 2 S Y P , O R L V L 5 . S E E F R A M I N G P L A N F O R A L L H D R L O C A T I O N S , S I Z I N G A N D S T R A P P I N G R E Q U I R E M E N T S . S E E H D R C A L L O U T B E L O W F O R A D D I T I O N A L I N F O R M A T I O N 6 . F A S T E N A L L P L I E S O F H D R T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D 7 . F A S T E N H E A D E R T O K I N G S T U D S P E R T H E F O L L O W I N G : a . 2 x 6 H E A D E R ( 4 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S b . L V L H E A D E R ( 8 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S W A L L S H E A T H I N G 8 . S H E A T H A L L E X T E R I O R W A L L S W / 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B O R P L Y W O O D . S H E A T H I N G S H A L L B E I N S T A L L E D H O R I Z O N T A L L Y O R V E R T I C A L L Y W I T H 2 x 4 M I N S P F B L O C K I N G A T A L L H O R I Z O N T A L P A N E L E D G E S 9 . F A S T E N S H E A T H I N G T O W A L L F R A M I N G W / 8 d C O M M O N @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O C I N T H E F I E L D , U N O O N P L A N 1 0 . F A S T E N S H E A T H I N G T O E A C H S T U D O F M U L T I - P L Y S T U D G R O U P A N D E A C H K I N G S T U D W / 8 d C O M M O N @ 1 2 " O C P L A N K H D R S I Z E M A X C L E A R S P A N 2 x 4 5 ' 1 1 ' ' ( 2 ) 2 x 4 8 ' 5 ' ' 1 1CS18DTT2Z HEADER CALLOUT112 2x6 No. OF HDR PLIESHDR SIZENo. OF JACK STUDSNo. OF KING STUDS HDR/BEAM LEGEND & SYMBOLSHEADER UPLIFT CONNECTION CALLOUTTYPE OF STRAP REQHOLDDOWN/STRAP TOFRAMING BELOWNo. OF HOLDDOWN/STRAPSREQ No. OF HDR TO JACKSTRAPS REQ 2 2 1 9 1 4 " L V L M A X 9 ' - 0 " S P A N 1 1 C S 1 8 D T T 2 Z 1 - - - D T T 2 Z 1 - - - D T T 2 Z 2 1 2 2 x 6 1 1 2 2 x 6 EXISTINGEXISTING HEADER TOREMAIN IN PLACE NEW WALL TO BE FRAMED BELOW HEADER,SEE INFILL FRAMING NOTES, THIS SHEET S H E E T I N D E X S 1 . 0 S T R U C T U R A L P L A N & N O T E S S D . 1 D E T A I L S I N F I L L F R A M E W A L L B E L O W E X I S T I N G H E A D E R P E R I N F I L L F R A M I N G N O T E S , T Y P @ H A T C H E D L O C A T I O N E X I S T I N G K I T C H E N 13241 BARTRAM PARK BLVD #813 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 J A C Q U E L I N E E . R O W L A N D , P E F L L I C E N S E N O . 8 0 4 9 9 S H E E T 0 3 - 1 9 - 2 0 2 0 E2 DESIGN & CONSTRUCTION ATLANTIC BEACH, FL 32233 1815 HICKORY LANE RR JOB No. 20-0161 BAINS RENOVATION S 2 . 0 HEADER PER PLANHEADER PER PLAN KING STUDS TO TOP PLT:·OPENINGS < 6FT: (1) SDWC1 5 6 0 0 ·OPENINGS >6FT: (2) SDWC1 5 6 0 0 UNO ON PLAN HDR TO TOP PLT W/SDWC15600 OR DSP @32" OCPLANK HDR & CRIPPLES BEL O W HDR TO FRAME OUT ROUGHOPENINGHDR TO JACK STUDS W/CS18 OR MSTA24, QUANTITYPER PLAN HDR TO TOP PLT W/SDWC15600 OR DSP @24"OCPLANK HDR & CRIPPLES BEL O W HDR TO FRAME OUT ROUGHOPENING TYPICAL HEADER FRAMINGHIGH UPLIFT HEADER FRAMING(WHERE STRAPS ARE SPECIFIED ON PLAN)HEADER FRAMING ELEVATIONSMIN (3) FAST E N E R S AT BEAM SPL I C E E N D JOINTNAIL SPACING ABOVEMULTI-PLY BEAM/HDR CONNECTION (TOP-LOADED ONLY)2-PLY (2) ROWS 10d@ 12" OCSTAGGERED3-PLY (3) ROWS 10d @ 12"OC STAGGERED,INSTALLED FROMEACH FACE4-PLY (2) ROWS 6" SDWSCREWS @ 24" O C STAGGEREDNOTE:·OPTIONAL OSB FLITCH MAY BE ADDEDBETWEEN BEAM PLIES AT CONTRACTOR'SDISCRETION·FASTENER SUBSTITUTION W/ OSB FLITCH:··USE 10d COMMON ILO 10d NAILS··SDW SCREWS TO BE INSTALLED FROMEACH FACE FOR 4-PLY MEMBERS M U L T I - P L Y S T U D C O N N E C T I O N 2 - P L Y 3 - P L Y 4 - P L Y ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D , I N S T A L L E D F R O M E A C H F A C E ( 2 ) R O W S 6 " S D W S C R E W S @ 2 4 " O C S T A G G E R E D , I N S T A L L E D F R O M E A C H F A C E FASTENER SPACING W I D E - F A C E ( 2 ) R O W S O F F A S T E N E R S S T A G G E R E D A1 B1 A 2 13241 BARTRAM PARK BLVD #813 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 J A C Q U E L I N E E . R O W L A N D , P E F L L I C E N S E N O . 8 0 4 9 9 S H E E T 0 3 - 1 9 - 2 0 2 0 E2 DESIGN & CONSTRUCTION ATLANTIC BEACH, FL 32233 1815 HICKORY LANE RR JOB No. 20-0161 BAINS RENOVATION S 1 . 0 130BENCLOSEDRESIDENTIALIINOWOOD FRAMING1. ALL WOOD AND WOOD-BASED PRODUCTS HAS BEEN DESIGNED IN ACCORDANCE WITHNDS FOR WOOD CONSTRUCTION AND NDS SUPPLEMENT (2015)2. ALL STRUCTURAL SAWN LUMBER AND ENGINEERED WOOD PRODUCT SHALL BE IDENTIFIEDBY GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION AGENCY3. ALL STRUCTURAL WOOD OR WOOD-BASED MEMBERS IN CONTACT WITH SOIL, CONCRETE,MASONRY, OR EXPOSED TO WEATHER SHALL BE PT ACCORDING TO AWPA U1 AND/ORAWPA M4, BASED ON INTENDED USE.4. REFERENCE FRC TABLE R602.3 FOR CODE PRESCRIBED CONNECTIONS. ALL FRAMINGCONNECTIONS SPECIFIED ON PLAN ARE IN ADDITION TO THESE MIN CODE REQUIREMENTSWALL SHEATHING1. ALL WOOD STRUCTURAL PANEL SHEATHING SHALL CONFORM TO DOC PS 1 OR DOC PS 22. PANELS SHALL BE IDENTIFIED FOR GRADE, BOND CLASSIFICATION, AND PERFORMANCECATEGORY BY A GRADE MARK OR CERTIFICATE OF INSPECTION ISSUED BY ANAPPROVED AGENCY3. SEE FRAMING NOTES FOR SHEATHING THICKNESS, SPAN RATING, FASTENING, ANDBLOCKING REQUIREMENTS4. ALL SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION (STRENGTH AXIS)PERPENDICULAR TO SUPPORTS UNO ON PLAN DESIGN CRITERIAGENERAL NOTES THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE FOLLOWING:- FLORIDA BUILDING CODE - RESIDENTIAL, 6TH EDITION (2017)- FLORIDA BUILDING CODE - EXISTING, 6TH EDITION (2017)- ASCE/SEI 7-10 "MINIMUM DESIGN LOADS FOR BUILDINGS & OTHER STRUCTURES"WIND ( Cd = 1.60)WIND SPEED (MPH)EXPOSURE CATEGORYENCLOSURE CLASSIFICATIONOCCUPANCYRISK CATEGORYWIND BOURNE DEBRISALTERATIONLEVEL IIDEFLECTION CRITERIAWALLS: WINDL/360 (STUCCO)WINDL/240 (BRITTLE)WINDL/180 (FLEXIBLE)C&C DESIGN PRESSURES (ULTIMATE)WALLS/WINDOWS/DOORS:≤50SF+30.38 / -40.67 psf>51SF+25.83 / -31.58 psfWATERPROOFING1. DESIGN AND INSTALLATION OF ALL WATERPROOFING, FLASHING, AND ROOF/WALLCOVERING ASSEMBLIES ARE THE RESPONSIBILITY OF THE CONTRACTOR AND/ORARCHITECT OF RECORD. E X I S T I N G E X I S T I N G E X I S T I N G M E T A L C O N N E C T O R S C H E D U L E SIMPSON U S P C O N N E C T I O N A T M E M B E R A N C H O R A G E CS18 C S 2 0 ( 9 ) 1 0 d C O M M O N E A C H E N D - - DTT2Z D T B - T Z ( 8 ) 1 4 " x 1 1 2 " W O O D S C R E W S 1 2 " Ø x 4 1 2 " S C R E W A N C H O R O R E M B E D N A I L S I Z E S SPECIFI C A T I O N D I A M E T E R ( Ø ) L E N G T H 8d CO M M O N 0 . 1 3 1 " 2 1 2 " 10 d 0 . 1 3 1 " 3 " 10d CO M M O N 0 . 1 4 8 " 3 " NOTE: ALL CONN E C T I O N S O N P L A N S H A L L B E W / 1 0 d , U N O NOTES:1. ALL CONNEC T O R S S P E C I F I E D P E R S I M P S O N S T R O N G - T I E " W O O D C O N S T R U C T I O N CONNECTOR S " C A T A L O G ( 2 0 1 9 - 2 0 2 0 ) & U S P " S T R U C T U R A L C O N N E C T O R S , " 5 9 T H EDITION (2018 ) 2. ALL CONNEC T O R S T O B E I N S T A L L E D P E R M A N U F A C T U R E R ' S S P E C I F I C A T I O N S 3. ANY CONNEC T O R S N O T S P E C I F I E D I N T A B L E A B O V E , S H A L L B E I N S T A L L E D P E R T H E MANUFACTU R E R ' S S P E C I F I C A T I O N S 4. POSITIVE PLA C E M E N T G U N N A I L S W / E Q U A L D I A M E T E R & M I N 2 1 2 " L O N G M A Y B E USED ILO CO M M O N N A I L S O N C S 1 8 S T R A P S , M S T A S T R A P S , A N D A B U P O S T B A S E ANCHORS5. PLAN SPECIFI E D C O N N E C T O R S M A Y B E S U B S T I T U T E D W / E Q U A L O R G R E A T E R ALTERNATIVE A S D E T E R M I N E D B Y P R O D U C T M A N U F A C T U R E R 6. ALL POST-INS T A L L E D A N D E M B E D A N C H O R S I N C O N C R E T E S H A L L B E I N S T A L L E D W / SIMPSON SET - X P , A T - X P , O R E Q U I V A L E N T 7. FASTENERS, C O N N E C T O R S , A N D A C C E S S O R I E S I N C O N T A C T W I T H P T W O O D S H A L L BE HOT-DIPP E D G A L V A N I Z E D S T E E L O R S T A I N L E S S S T E E L I N A C C O R D A N C E W I T H T H E MANUFACTU R E R ' S R E C O M M E N D A T I O N S 8. IF FOR EXTER I O R U S E O R W I T H A C Q / C A / M C A T R E A T E D W O O D , C O N N E C T O R S & FASTENERS S H A L L B E H O T - D I P P E D G A L V A N I Z E D , G - 1 8 5 ( Z - M A X ) , O R S T A I N L E S S STEEL K E Y P L A N N A R E A O F W O R K S c a l e : N T S F R A M I N G P L A N 1 . 0 1. EOR ASSUMES NO RESPONSIBILITY FOR THE STRUCTURAL INTEGRITYOF THE EXISTING STRUCTURE. SHOULD OWNER/CONTRACTOR FINDAREAS OF CONCERNS IN THE EXISTING STRUCTURE, CONTACT EOR.2. DO NOT SCALE OR DIMENSION FROM THESE DRAWINGS. SHOULD ADIMENSION BE UNCLEAR, CONTACT OWNER FOR APPROVAL.3. CONTRACTOR TO PROVIDE TEMPORARY SHORING AS REQUIRED TOSUPPORT EXISTING FRAMING UNTIL ALL NEW STRUCTURAL MATERIALSAND CONNECTIONS ARE IN PLACE AND INSPECTED.**NOTES** F R A M I N G N O T E S : S T U D S N o . 2 S P F O R N o . 2 S Y P 1 . F A S T E N A L L S T U D S T O T O P A N D B O T T O M P L T W / M I N ( 4 ) 1 0 d T O E - N A I L S O R ( 3 ) 1 0 d F A C E - N A I L S 2 . F A S T E N A L L M U L T I - S T U D G R O U P S T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D I N F I L L F R A M I N G N o . 2 S P F O R N o . 2 S Y P 3 . I N F I L L F R A M E W A L L B E L O W E X I S T I N G H E A D E R W / 2 x _ S T U D S @ 1 6 " O C , F A S T E N E A C H S T U D T O H E A D E R A B O V E & B O T T O M P L T W / ( 2 ) 1 0 d T O E - N A I L S 4 . S H E A T H A L L I N F I L L F R A M I N G S T U D S P E R W A L L S H E A T H I N G N O T E S B E L O W H E A D E R F R A M I N G N o . 2 S Y P , O R L V L 5 . S E E F R A M I N G P L A N F O R A L L H D R L O C A T I O N S , S I Z I N G A N D S T R A P P I N G R E Q U I R E M E N T S . S E E H D R C A L L O U T B E L O W F O R A D D I T I O N A L I N F O R M A T I O N 6 . F A S T E N A L L P L I E S O F H D R T O G E T H E R W / ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D 7 . F A S T E N H E A D E R T O K I N G S T U D S P E R T H E F O L L O W I N G : a . 2 x 6 H E A D E R ( 4 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S b . L V L H E A D E R ( 8 ) 1 0 d T O E - N A I L S O R F A C E - N A I L S W A L L S H E A T H I N G 8 . S H E A T H A L L E X T E R I O R W A L L S W / 7 1 6 " 2 4 / 1 6 S P A N R A T E D O S B O R P L Y W O O D . S H E A T H I N G S H A L L B E I N S T A L L E D H O R I Z O N T A L L Y O R V E R T I C A L L Y W I T H 2 x 4 M I N S P F B L O C K I N G A T A L L H O R I Z O N T A L P A N E L E D G E S 9 . F A S T E N S H E A T H I N G T O W A L L F R A M I N G W / 8 d C O M M O N @ 6 " O C A T A L L P A N E L E D G E S A N D 1 2 " O C I N T H E F I E L D , U N O O N P L A N 1 0 . F A S T E N S H E A T H I N G T O E A C H S T U D O F M U L T I - P L Y S T U D G R O U P A N D E A C H K I N G S T U D W / 8 d C O M M O N @ 1 2 " O C P L A N K H D R S I Z E M A X C L E A R S P A N 2 x 4 5 ' 1 1 ' ' ( 2 ) 2 x 4 8 ' 5 ' ' 11CS18DTT2Z HEADER CALLOUT112 2x6 No. OF HDR PLIESHDR SIZENo. OF JACK STUDSNo. OF KING STUDS HDR/BEAM LEGEND & SYMBOLSHEADER UPLIFT CONNECTION CALLOUTTYPE OF STRAP REQHOLDDOWN/STRAP TOFRAMING BELOWNo. OF HOLDDOWN/STRAPSREQ No. OF HDR TO JACKSTRAPS REQ 2 2 1 9 1 4 " L V L M A X 9 ' - 0 " S P A N 1 1 C S 1 8 D T T 2 Z 1 - - - D T T 2 Z 1 - - - D T T 2 Z 2 1 2 2 x 6 1 1 2 2 x 6 EXISTINGEXISTING HEADER TOREMAIN IN PLACE NEW WALL TO BE FRAMED BELOW HEADER,SEE INFILL FRAMING NOTES, THIS SHEET S H E E T I N D E X S 1 . 0 S T R U C T U R A L P L A N & N O T E S S D . 1 D E T A I L S I N F I L L F R A M E W A L L B E L O W E X I S T I N G H E A D E R P E R I N F I L L F R A M I N G N O T E S , T Y P @ H A T C H E D L O C A T I O N E X I S T I N G K I T C H E N I I I I I I - - --- - - - -- - - - -- - - - -~~ r I l r C - - I r I I 1 I I ~ - - - - - - - - - - - - - - - - - - - - - \ / ~ / V I · [ I I I l · I I I I I I I l I I I I ~ - - - I r J - - , - - - I - \ % t I 7 I I I I ~ 1 1 1 - r - - $ - ' ' " ' d . . . . . . . . s = Q J c o C l ) ' I C l ) ~ : : s 0 ~ ~ 13241 BARTRAM PARK BLVD #813 JACKSONVILLE, FL 32258 P 904-503-3283 RUSSROW.COM C.A. No. 32756 J A C Q U E L I N E E . R O W L A N D , P E F L L I C E N S E N O . 8 0 4 9 9 S H E E T 0 3 - 1 9 - 2 0 2 0 E2 DESIGN & CONSTRUCTION ATLANTIC BEACH, FL 32233 1815 HICKORY LANE RR JOB No. 20-0161 BAINS RENOVATION S 2 . 0 HEADER PER PLANHEADER PER PLAN KING STUDS TO TOP PLT:·OPENINGS < 6FT: (1) SDWC1 5 6 0 0 ·OPENINGS >6FT: (2) SDWC1 5 6 0 0 UNO ON PLAN HDR TO TOP PLT W/SDWC15600 OR DSP @32" OCPLANK HDR & CRIPPLES BEL O W HDR TO FRAME OUT ROUGHOPENINGHDR TO JACK STUDS W/CS18 OR MSTA24, QUANTITYPER PLAN HDR TO TOP PLT W/SDWC15600 OR DSP @24"OCPLANK HDR & CRIPPLES BEL O W HDR TO FRAME OUT ROUGHOPENING TYPICAL HEADER FRAMINGHIGH UPLIFT HEADER FRAMING(WHERE STRAPS ARE SPECIFIED ON PLAN)HEADER FRAMING ELEVATIONSMIN (3) FAST E N E R S AT BEAM SPL I C E E N D JOINTNAIL SPACING ABOVEMULTI-PLY BEAM/HDR CONNECTION (TOP-LOADED ONLY)2-PLY (2) ROWS 10d@ 12" OCSTAGGERED3-PLY (3) ROWS 10d @ 12"OC STAGGERED,INSTALLED FROMEACH FACE4-PLY (2) ROWS 6" SDWSCREWS @ 24" O C STAGGEREDNOTE:·OPTIONAL OSB FLITCH MAY BE ADDEDBETWEEN BEAM PLIES AT CONTRACTOR'SDISCRETION·FASTENER SUBSTITUTION W/ OSB FLITCH:··USE 10d COMMON ILO 10d NAILS··SDW SCREWS TO BE INSTALLED FROMEACH FACE FOR 4-PLY MEMBERS M U L T I - P L Y S T U D C O N N E C T I O N 2 - P L Y 3 - P L Y 4 - P L Y ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D ( 2 ) R O W S 1 0 d @ 1 2 " O C S T A G G E R E D , I N S T A L L E D F R O M E A C H F A C E ( 2 ) R O W S 6 " S D W S C R E W S @ 2 4 " O C S T A G G E R E D , I N S T A L L E D F R O M E A C H F A C E FASTENER SPACING W I D E - F A C E ( 2 ) R O W S O F F A S T E N E R S S T A G G E R E D A1 B1 A 2 ~ . • I -1· ~,-» + \I • i I 1.., V ~ I/ 7\-" " I ~ -. , . .• ·' ? ,. ' ' .. ' o, 0 ·, ' ' ,, ' ' :,y-' ' • 1.., ' ,., • I ' ' " " ' ' ' ' ~, Cc ;-~ ' -~ -~ .I 0 ~ --I ,i . r < ' ' ' ' ' ' ' 1,1 ' ' ' ,~, /1~ ' ' ' • • • . . -I . . . ' . . • • ,., ~1---0 - \ r - r . . . -I ' . , ' V ' / ti'C /liil , ' • / ,· • / . . . I I • I I I I I I i I I • 1 0 ,',1 0 } r - - I . J ' r • I ' . I I 1 ~ - 0 - I ' , J I ~ \ ~ ~ r r - r - , - ~ r ~ ~ ~ - ~ / ~ ~ - 1 1 : , , , \ \ l l , . . , _ , ~ , . ~ - , . , , ; . . f - " T [ ~ ~ ~ · J / ' - " ' C • I s : = , ( l ) r o C J ) c I C J ) ~ : : s 0 ~ ~