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225 Sherry Dr additon permit s3s�t CITY OF ATLANTIC BEACH �> 800 SEMINOLE ROAD ' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 706 INFORMATION: Job ID: 16-RADD-2840 Job Type: RESIDENTIAL ADDITION Description: add on to existing master bedroom Estimated Value: $27,250.00 Issue Date: 2/27/2017 Expiration Date: 8/26/2017 PROPERTY ADDRESS: Address: 225 SHERRY DR RE Number: 169804-0000 PROPERTY OWNER: Name: Mortenson, Marie Address: 225 Sherry DR GENERAL CONTRACTOR INFORMATION: Name: Quick Construction, LLC Michael Beck Quick,CGC1517983 Address: 4312 Pablo Professional CT Phone: - - PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. Roll off container company must be on City approved list(Advanced Disposal and Realco Recycling). Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. All runoff must remain on-site. Cannot raise lot elevation. Any plan change must be submitted as a Revision to the Building Department. FEES: ENG REV RESIDENTIAL BLD $100.00 RMP IJgjALA NCE"@F.WL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORMA BUILDING DES CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ' ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 BD PLAN REV. 2ND $50.00 SUBMITTAL BUILDING PERMIT FEE $186.25 STATE DCA SURCHARGE $2.79 STATE DBPR SURCHARGE $2.79 PLAN CHECK FEES $93.13 Total Payments: $484.96 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER J Building Department _ (To be assigned by the Building Department.) 800 Seminole Road - -� �. - - Atlantic Beach, Florida 32233-5 I QA pp-ag Phone(904)247-5826 - Fax(9 247r5�4 E-mail building-dept@coab.us r M S O �Ojf< Date routed: la �� �(p City web-site: hhp>Avww.wab. APPLICATION REVIEW AND TRACKING FORM Property Address: as S ShR-f� t(iJ /� � ant review re wired Yes No uildin Applicant: Qt_Liut CO(�S'4(Ll({�� nning&Zonin ,9 Tree minis rator Project: Ska& 0(\ AD ar\fA`> b2(Qfb6JV) P ublic Utilities Public Safety Fire Services Review fee$ Dept Signature. , NOther Agency Review or Permit Required Review or Receipt Date of Permit Verified B A. Florida Dept.of Environmental Protection N' v Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS f rPLANNING Department First Review: [0Approved. QD e one.) Comments: '& LDING &ZONINGlReviewed by: pie_ADMIN. SecondReview: QApprovedas revised. QD nied. WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 0611IN09 NOTICE OF COMMENCEMENT Stateof FI-OQID4 Tax Folio No. 169 Scti- OOCO County of 171111At- 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 ofproperty being improved: 7-1- 19 1Le-2-. -AU -2Ae Vjlt ,nEwr I4QMEA SIP LDT 5- Address Address ofproperty being improved: ZZZS" 51{F2¢ ( D2 _ 4Ti A ITtc. SaArii FL_ 3229.3 _ General description of improvements: !LOIS Os.S r G x M ACME Owner: MAIUFz HogilnJsoi l Address: r1� 5dgeeV DR A-f(�k ,n&r .14 FL Owner's interest in site of the improvement: FE9 S I MOLE t/ Fee Simple Titleholder(if other than owner): Name: Contractor: Lei 11LIC LL Address: �312 21-c� eZDEMS.%,c in,, r-r Ac KSnNVII r Fr-, _ ? 72 Telephone No.: 90 y-LfrO- $fm-]q Fax No: Surety(ifany) 04 Address: Amount of Bond$ Telephone No: Fax No: Name and address of any g Doc 8 2017012287,OR BK 17846 Page 618, y person melon a loan for the Construction of the improvements Number Pages:l Remrded 01/17/2017 at 02:37 PM, Name: (1- Ronnie Fussell CLERK CIRCUIT COURT DUVAL Address: COUNTYRECORDING$1000 Phone No: Fax No: __ Name of person within the State of Florida,other than hhuselt designated by owner upon whom notices or other documents may be served: Name: 4A Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) O Name: t4k Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): xE[IS$PAC,Fr,FOR RECORDER'S,USE ONLY OWNER Signe Date: Before me this_��_day of int a County Duval,State LATASHA MCKLEVEY Of Florida,has personally appeared Noury Pualk Sd1a al FkrMa Notary Public et Large,Ste ofFlori e,County of Duval. U' My Comm.EsaRaa May 11.2010 My commission expires: �( „ n,,1 a+• Commission,f FF 005716 Personally Known:_ V or Produced Identification: z / J-9 rp 4d faeg x- 97 XW P &ZI Poll: 3 Qr Oe b LOT COVERAGE CALCULATIONS PROPtEXISTING 8,190SF 100% 1,284 SF 16% ION 197 SF 2% 835 SF 10% EXISTING PATIO 372 SF 4% PROPOSEDPATIO 150 SF 2% EXISTING POOL 3D4 SF 3% GREEN SPACE 4,887 SF 63% PERVIOUS °h IMPERVIOUS 4,887 SF 63a ana cF 17u /IACDK MORTENSON RESIDENCEdERRY RIVE A101 FLANTIC BEACH, FL LE NARD iCIIfTECTURE 16.0129 MAP SHOWING SURVEY OF LOT 5r ALBERT BORED SUBDIVISION. AS RECORDED IN PLAT BOON R. PAGE 38 OF THE CURRENT PUBLIC NT= S OF DUVAL COB . 1r[LRIOA. _or: [JAMES NOLVE LL v" a � 3 � O gg > J ,v.403 'E. BZ 43' _______ -- 0 _ jQ ee �1 3 i ya r n l� Yo y h C 76. /8', a 5ECON0 (2"") 5TREET I HEREBY CERTIFY THAT i MAV. ........ TNa LAN9. A. H�HUa9FN a ASSGGa 6mwt 1. AND THERE ARE NO ENC.O.CNMfNff. g=R _ r E. OMTM -PC✓SONViLLE BEPfCN. EE> l ^ SIGNED OG 2G 19.73 'rr4jr fix.fjCd� BCA�1 /•._ '10' EmurvnsVEverDE YD IUIrLA i YAP SHOVING BOUNDARY SURREY OF LOT S BLp AS SXOIIN ON MAP OF ' �`�`!(�F3E2T ' !-�owrES 'jUF3t�IV tSto tl I ASI RECORDED W PLAT BOW��r PAGES 3S OF 7HE Pf/&/C RECOMS CF DUVAL COWry. FLOMDA CERR :n FOR: I o T n/ME V epprovalK ee on ng au bdivleione nElience wish epplicbble d lopment regulation , other bceli 111E - 1p➢ a8i br b Of does .0 codelitule with the 1.s...m of permib. Compllanee - Q/ Wide Building.C.O.and all oMer applicable F/ soca Bleb ane Fadery permittin a�y�d' Bea bevodIng g roquiretnenla Bea Buibin by nature at the C11I.MAtlantic ¢- 9 01fic' 1 prior b the Buil ng PermlL Wuenm of f� Appr wW By; ✓ � Date 3o'4?r N'C C 13-2 So .C.7. 4--Ve . $�.'Bt OD 1 pll� r_ ;:3 s OD g I No ¢ ' �A� trr .� �. r Q 03`x. ,s m ill w `^ $ _ .. :: .. .. !P- 7_0.9 9. 0 1 J 16 Poo t - 5.4; FI�. E COPY 4o.Z 5 g3" Sz' zs „A-J rg' i LS 83 az oo' nJ : -t ro. Ig RaT� Scca � r 5=r rzec�r g.z3797 4t,33r9 ! �yarc . zf�] i VOT YAW M ESS EAeDssw wDf SEAL OF THE MOMMavm. ON Lift AS Sawn TRE PRWMTY SHOWN HfREM APPEARS TD ta, wD at P/ manllfwe K' �1e Mum traria ci Mn rs •�`�r City of Atlantic Beach 800 Seminole Road pp -_.gg gppLICATION NUMBER Building Department - -:y�'� (To be assigned by the Building Department.) Atlantic Beach, Florida 32233- q5 �F i,' ppb Ito-QA pp-g� Phone(904)247-5826 Fa ((iO4) 2,47-5845 E-mail: building-dept@coab.usi. >'J Date routed: la "Cl�, �� Cityweb-site: http:/Aww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: a'aSsy\t4(y tir"i . entreviewre uired Yes No uildin Applicant: QLk U_ Gallisyt(c'kim lining&Zonin e On Tree ims rator Project: a ,�[,t�v_{ �pQ�) NO� p ublic Utilities Public Safety Fire Services Review fee$ �� Dept Signature_ �k Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Amy Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLI TION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b : �/, Y Date: z $q f TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. C WOFgCS Comments: ' 7FIRE UTILITIES C SAFETY r Reviewed by: Date: ERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 i City of Atlantic Beach APPLICATION NUMBER _ Building Department (To be assigned by the Building Depanment.) i 800 Seminole Road _ Atlantic Beach,Florida 32233-5445 I(0 QA pp-d Phone(904)247-5826 Fax(904)247-5845 ' �wv E-mail: building-dept@mab.us Date routed: is "LLIy� Cityweb-site: http://vw .mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: °�a S Sht4iY _( yi(sJ tWFireSerwices t review re uired Yes No Applicant: QW'Lt �-�n S1fuC Dry onin ,A9 nn rator Project: GLaa O!\ "b rnu5�( bamblt't s Review fee$ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other,. APPLICATION STATUS FReviewingDopartmentent First Review: ❑Approved. Denied. Comments:ING "Reviewed by:y��� �-- Date: / /( Second Review: ❑Approved as revised. fi2Denied. PUBLIC WORKS Comments: �i.G ALi. v PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: ,✓mow.///tip Dater FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: / G/` Prc✓ Va"•r<^G6 Z12t�[1 4 Reviewed by: �(/l_ Date: 1� r Revised 05/14/09 Ar. TREE & VEGETATION AFFIDAVIZ________, ___—_ _ City of Atlantic Beach p Department of Community Development Planning&Zoning Division ���; 800 Seminole Road Atlantic Beach,FL 32233 (P)9D4247-5800 (F)9D4247-5845 SECTION I-APPLICANT INFORMATION r Owner(s) iVLegal Authorized Agent- NAME OF APPLICANT M I P 4-I A F I Q U I M NAME OF COMPANY �j tri LV_ Ceo%jST/C� uc-ri,n 1 LLL ADDRESS OF COMPANY —1312_ Pit G Lo Prc>r-mss IOrI AL C PHONE q DU ' i/60'$67f,�LL EMAIL `tlLf L�4X!)I CL— lAt-s CONTRACTOR CERTIFICATION NUMBER (`�' C is-'.-�q,�3 ST2UCTiOt-1 •aiL ATLBCH BUSINESSTA%RECEIPT NUMBER SECTION 11-SITE INFORMATION STREET ADDRESS OF PROPERTY K _y Pz HanaEdsasfmmtarenaahrlMroMISN^Pala.<oruaa the A88WIMn9nrpaamenrot")247-S 0 reauestonadaress. LEGAL DESCRIPTION 'L1- ,b Vo- 75' 74E hii-Syo-r 404 SID LOT 15- BLOCK SUBDIVISION HEAL ESTATE NUMBER LjaO Qi DI_ OODO LOTOR PARCEL SIZE: Oit'I SOFT 0.18 AC RESIDENTIAL _1X_ COMMERCIAL OTHER((SS-P-ECIFY) I affirm that I have reviewed the provisions of Chapter 23, -Protection of Trees and Native Vegetation-of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. 5ubsequentiy,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed ham th�eanbove-0escdhed radJace properties In conjunction with rhisproject. y v � r SIGNATURE OWNER SIGNATURE OF OWNER Signed and s�wom! before mean this I"Idayof QeL.(,O`4C, 3Dlb by State of =( _ County of Atka Identification verified: 9 L Oath swom: r yes r No Nota gnature JEiJNIFERJOHNSTON My Commission expires: . _El(PIRES-P.mW w uMnn 1 FEV-NAvI0J1 21. aawamuNown ruu'mu�siwnen ZONING REVIEW COMMENTS City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 12/27/16 Permit: 16-RADD-2840 Applicant: Quick Construction Review: Ig Address: 4312 Pablo Professional Ct,Jacksonville, FL 32224 Site Address: 225 Sherry Dr Phone: (904)660-8679 RE#: 169804-0000 Email: mike@quickconstruction.biz Correction Comments 1. Survey: Section 24-67(c)requires a certified survey. Please provide a certified survey. 2. Setbacks: Section 24-67(c) requires a site plan showing setbacks. Please provide a site plan showing setbacks from all new elements to property lines. Derek W. Reeves Planner dreeves@coab.us 1�11�if Erv`;l s=Lv City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) - 800 Seminole Road 110- QA pQ_av - - Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-deptQcoab.us Date routed: la �� �(� Citywebsite: http://w .mab.us APPLICATION REVIEW AND TRACKING FORM Property Address: a, S SV\t4�I (iJ R.. ent review required Yes No uildin Applicant: QU, C,iL S'kL(C.{l� nning &Zonin ,At Tree mlms rator Project: aU� O!� '�D rnccSlef �D ..NOM P 'Public Utilities Public Safety Fire Services Other Agency Review or Permit Required 'Review or Receipt Data of Permit Verified Pe 'y Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Mrpproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 ZONING REVIEW COMMENTS J3 ,. tt City of Atlantic Beach j _ Community Development Department 800 Seminole Road Atlantic Beach,Florida 32233-5445 9? Phone: (904)247-5826 Fax: (904)247-5845 Email: dreeves@coab.us Date: 1/26/17 Permit: 16-RADD-2840 Applicant: Quick Construction Review: 2nd Address: 4312 Pablo Professional Ct,Jacksonville,FL 32224 Site Address: 225 Sherry Dr Phone: (904)660-8679 RE#: 169804-0000 Email: mike@quickconstruction.biz Correction Comments 1. Setbacks: Section 24-67(c)requires a site plan showing setbacks.After a review of the survey provided, it has been determined that the front yard for setback purposes is the yard along 2nd Street. This is because the front yard on corner lots is the narrowest side along a street.The site plan provided does not show the correct setback lines of, 20 feet on south(front),20 feet on north(tear), 10 feet on west(side on right-of-way), and 5 feet on east (side). This results in the existing structure being nonconforming due to the encroachment on the rear yard setback (19.1 feet<20 feet). The proposed extension makes the existing structure more nonconforming with the addition of new structure within the rear yard setback. Please revise plans accordingly. Derek W. Reeves Planner dreeves@coab.us L t w-01 l CITY OF ATLANTIC BEACH —) 800 Seminole Road Atlantic Beech,Florida 32233 .IAN 7 0 2011 D Telephone(904)247-5800 FAX(904)247-5845 REVIMON-REQUESf-RIEETOR p, CORRECTIONSTOREVIEW COMMENT Date: 1 Received by: Resubmitted: Permit Num r: Original Plans Examiner: Project Name: MOe7FI.ISn,.f Project Address: Contracton Owl I Qtl Contact Name: Contact Phone : cl 04-(y(, [�- R(�7q Contacte-mail: N I KEe- n I tc.tc C nr 671ztk.Ylorl•gjZ Revision/Plan Cheek/Permit Fee(s)Due: $ 510-0o ria2 Descri VE nn tion of Pro osed Revision to Existin Permit: D � `O' Frp N t Additional Increase in Building Value: $ Additional S.F. n Site Plan Revised: Yet Public W/U Approval: By signing below. I(prim acme) N r u arr. � affirm that the above revision is inclusive of the proposed ch as. Signah� r/ gent(cuumucmr must sign ifhums.m valumi.) Date Office Use ONy —/ Uate: — 1 Approved: nejwsd: Nc ified by: Plan Review Comments:IF robe et Tv4rnihaN//i 6trl�a�hs QaDQ�>< �e6✓If.e.nscn� me ' a an��r Dei)adment review required I Yes.;90-1 Building Planning oning Plans Examiner Tree Administrator Public Works —J •7 Public Utilities Public Safety Date d WIM6 nr..3 Fire Services Q � e CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -' OFFICE COPY ATLANTIC BEACH,FL 32233 (904)247-5800 1t BUILDING DEPARTMENT REVIEW COMMENTS Date: 12.27.2016 Permit#: 12-RADD-2840 Site Address: 4312 Pablo Professional Ct., Site Address: 1225 Sherry Dr.,A.B. Jax. Review: 11 Phone: 904-660-8679 RE#: 169804-0000 Email: mike uickconstruction.biz Homeowner: Marie Mortenson, Applicant: I Quick Const. LLC 850.304.6549 Correction Comments: These comments are from 1 of 4 Departments that are reviewing this application. Application is disapproved for the following issues: 3, oof training o the e /V//3 /71dr 1—/ 8—l-2 4. C Ex' m mg ew cevep-pages-reque". Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, Fl, 32233-5445 Ofc (904) 247-5844 Fax (904) 24/7-5845 ema, lf// �fViP�v �OYnmrn'�T 1L2�^� 6 m�" t BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road,Atlantic Beach, FL 32233 C Office(904)247-5826 Fax(904)247-5845 Job Address: nK Permit Number: Vb� �fIQO— ate Legal Description ZI-3 S 11sZS- a flti. Ee-r rtes SIDE arcel# 1 !4 -GOOD 8 P �•I fN�p F ooh q. t. q.F Valuation of Work$ Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New 69ti Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)((circle one):iCommercial esldentie If an existing structure,is afire sprMer system installed?(Circle one): o /A Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: Apo ow To E,e„ ,�dg I-A b61>e mr1 Property Owner Information: Name: Mna,E tYIORTElA1 e1 Address: 7_76 5t+Frrev De City�Ts.s Jr.c- Besa.,s. StateF,Zip hz37 Phone t350- t sr-l� E-Mail or Fax#(OptionaQ MIK€P_QJICkGO NSTIZUETt0 &IZ Contractor Information: Company Name: Qu1Er GONb?Q Je_T,aJ LLL Qualifying Agenn MIG14aEr_ Qule,r_ Address: 4312 FAB,. Peo Pt=_Y-.,o..rnt_ r r City .tsc¢.-e..l s!1 State FL Zip 3127-If Office Phone 904• L(_O• R 61 at Job Site/Contact Number rj,y& Qp,s_ Fax# State Certification/Registration# (, Architect Name&Phone# e I G k:- En!AiL o Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work w installation has commenced prior to the issuance o n permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. This permit becomes null and void i work is not commenced within six(6)months,or if construction or work is sus peru/ed or abandonedjor a period aJsir/6)months at any lime a/ter wart is comme,rcsd 1 understand that separate permits must be secured for E/eeNcal Work,Plumbing,Signs, Wells,Pools, PSt nam, Boilers,Healen, Tents andAlr ConAltloners,etc 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 RECORDING YMKi NOTICE OF COMMENCEMENT. 1 hereby certify that 1 leave read arsd examined Ihuplicatian am!know the tame to be nye act carrem. A(l provlslanr oflawf o,M ordimmcer governing this type o ort wdl be complied with whether speci sed herein or no. The graming of a permit does not presume ro grvr authority to violate or canrel the prwisiom ofany other federal,sfatq or loco/law regulating comnuction or the pe f mance ofcorurruotion. Signature of Owner._! �/. Signature of Contractor Print Name .lA .r.WJE. .r..,r. ![Q/G7e.V �.._............ Print Name L...IJL..N..Ar.�..... .5.11..G� . .......... Swom and subsc ibed befo me Sworn to and subscribed before me this Day of _ _ . 20 /6 this 15 Day of 0 CLf.m torr .20 1 L, r oto ublic No Ic xBla sd111aTn LATASHAMC...VEY t .r MY COMMIaMONNGG M21rA r y Notary Public 8lalam ybrpa exrlaEs:omsetn•Waaise 01.26.10 / My Comm.Espins May 11,2016 pm'AsY muNa.npvam ure'r""a" "'y�,I commission l EF 065715 gFFI 9 COP1f DO NOT WRITE BELOW- OFFICE USE ONLY Review Result (circle one): Approved Disappro _ Approved w/ Conditions i Review InitialsMate: 4-.27,16 Development Size Habitable Space�Non-Habitable Impervious area — Miscellaneous Information Occupancy Group A-1 Type of Construction ALO Number of Stories_ I _ Zoning District 2 S - 2- Max. Max. Occupancy Load Fire Sprinklers Required Flood Zone X Conditions/Comments: I OFFICE COPY FORMS FLORIDA BUILDING CODE, ENERGY CONSERVATION Residential Building Thermal Envelope ApptoBDh FORM R462-2014 Clilnale Zone BT Scope:Compllence withSection Ra02.1 1 of the Pone,E01ai9 Calx,Erre]9Y CDR6arvafiCn,sha0 be damensirnted by ifie use Of Fonn R402 for single.and mulOple-family resieenca6 of IN.stones or Use in height,additions to inceeng Issiftee.1 bood'mgs,Ma eri relava4ona, end buibing sysbms In Busting Ween is,as appticabb.To romply,a building must meet m exwed ell W Me energy efficiency requirements on Tablo 11402A and a0 spploabb mendoary raquessa n s Summarized In Tees R4GYb of Mb Run,If a butldng does tat catnply win Des method,or by Ne UA Altedusi maned If may soil coney undx Sxlbn Rive of the FlwWa ddMb+g CoEe,Emrgy Cauervefiaf PaO.IECi GAME: Y _14a SK, S-.:- auaDEs: MtPc Qom;cIL AND ADDRHB: '2"j-S s J. 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U{A4rig a9apmra 'Pb4.f MMR]YAd Bwmmrmlh k^WlW kldaB lvaaaeaXN ba NyrMYmayaaw Project Summa Juh. wri htsoftSummary oath: oa�+x,m+4 9 Entire House By: Proiect Information For: Mane Mortensen 225 Sherry Dr,Atlantic Beach,FL 32233 Notes: Design Information Weather: Jacksonville/Cmig,FL,US Winter Design Conditions Summer Design Conditions Outside db 36 °F Outside db 94 "F Inside db 70 -F Inside db 75 `F Design TO 34 "F Design TD 19 °F Daily range M Relative humidity 50 % Moisture difference 51 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 3697 Btuh Structure 2533 Rich Ducts 1422 Blob Duds 1477 Btuh Central vent(0 cfm) 0 Brun Central vent(0 elm) 0 Btuh Humidification 0 Rich Blower 0 Blum Piping 0 Blur Equipment load 5119 Rion Use manufacturers data n Rate/swing multiplier 099 Infiltration Equipment sensible load 3950 etuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 284 Btuh Ducts 383 Btuh Hearing Cooling Central vent(0 cfm) 0 Btuh Area(110 1'J6 194 Equipment Is am load 667 Btuh volume(ft0 1552 1552 Air changes/hour 0.61 0.32 Equipment total load 4617 Btuh Equiv.AVF(cfm) 16 8 Req.total capacity at 0.70 SHR 0.5 ton Heating Equipment Summary Cooling Equipment Summary Make Tempstar Make Tempstar Trade TEMPSTAR Trade TEMPSTAR Model N4H330A(G)KF1 Cond N4H330Alf3 AHRI ref 7556207 Coil FEM4P30 AAL AHRlref 7556207 Efficiency Z7 HSPF Efficiency 11.0 EER, 13 SEER Heating input Sensible cooling 20020 Btuh Heating output 29800 BIuh@47°F Latent cooling 8580 Btuh Tempemture use 28 °F Total writing 28600 Stun Actual air flow 953 cfm Actual air flow953 chn Air flow factor 0.186 cfn Btuh Air flow factor 0.238 cll+IBtuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=J+°F Backup: Input=7kW, Output=24289 Stun, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J Bch Ed. 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W Job: wrightsoft Component Constructions Data: oec12,WIG Entire House 9y: Proiect Information For: Marie Morlenson 225 Sherry Dr,Atlantic Beach,FL 32233 Design Conditions Indoor: Heating Cooling Jacksonville/Craig,FL,US Indoor temperature IT) 70 75 Elevation: 43 it Design TD IT) 34 19 Latitude: 30°H Relative humidity 30 50 outdoor: Heating Cooling Moisture difference(9rOb) T9 50.5 Drybulb IT) 36 94 Infiltration: Daily range(*F) - 17 ( M ) Method Simplified Nktbulb ff) 77 Construction quailty Average Orld speed(mph) 15.0 75 Fireplaces 0 Construction descriptions or Area u-.alae Imula Big Hna Lusa clg HTae own P BW.�M14 F'F9I, XP BIJ, XP aid Wane 184 12C-Oaw.F.Wag,MI md,112`wood shN,r-13®v ins,1?gypsum n 76 0.091 130 310 236 2A2 boom int fish.2'x4"wood fret,16"o u stud a 135 0.001 13.0 3.10 420 2.42 327 s 8 0.081 13.0 3.10 25 242 19 a6 219 0.091 13.0 3.10 880 2.42 531 Partitions (none) Windows 1 n-cW,2 ging.dr our,91r I.,wsong snor,or imr.114•gap.1/0• n 12 0.5700 19.4 233 15.7 188 thk:W%miler shades.white:50%outnom bread screen;2 R ovemarg(4ft WIsI V M.1 R sap.);667 it Mad hl 108-v.2 glazirg.or out,alt gas,vnI a mat dr lnnr,114"W.1/8`Ink: . 41 0.600 0 20.5 835 32.0 1304 2 it Dveman9(68 it window M.1 it sep-):6 67 ft Mad ht Doors (rons) Ceilings 16B-308d:Attic cellirg.asphalt shnfis rant mut.In neil ins,10 194 0.032 NA 169 212 1.76 342 gypsum board IM fish Floor 2M-Intl:ag Hour,light dry wil,on grade depth,Ile gr fmh M 0989 0 33.7 1147 0 0 y wrghtsoft M1717008 R$U24 RN°1 D0UobarYSIV*A"glAoft HV JbMI PCPoc=wa frvntOarY :w s 5 n gtirn� ro ro . fi X770 & � oOa , fumy W ry p N p gr Am 0 z oos Z ro . ok O MAGI C O � / .110�h W w tz t o m x w p D � a � 1 m o OD p O .. � � .. .. .. � d O� U A W N r O b oo J Oq to A W N r jJ �' �"" O � r � � N O r O b Oo J O� tnA w N r b K� o m c � a` o o E $ � 5' off' � o '� a o & � ^� � � !] b' to o ti o O w w o �, o• o � p'� C, � '� � � o m M R � I � A h n � rn T T 3 e �^ N A eu - d x ff r � � a. � Q o s e t �t m � �. � c > °d L c �n K H _ � � m N � 0 a .- m w N o e ' m � rn �, � ty � � x � ��! A w N ._. n � J O� to A w N ��y C `2 r[CI O two PC+ d F` 'S � O O 'ro � �' � O � O h' 'A C�] [n W a C � J as Gj ti o.. ^' � G. E � n o �. ao � o � � �. � o o o yC'. � y � ¢ � O N p' �� .moi y W N b_ a O b G `]L.. ''� �j � � VI � f. � �°n a � kI' m w o ff a �O w 'a PPw 2: A P � ��L`Gr� � � a m h � '� n a' 0 .� m m O c ro � o _ a C n d m n -e 'a 0 o- n 3 1 w o. b L °„ G G° rt O .�. G S, . � r n x rn a mag 70tzrid 0 � ao m r 9 o C � Pa. � y M b � p I I i a 4 n x g 4 g i l 1 BUILDING CODE SUMMARY GENERAL NOTES SY BOL LEGEND LOCATION MAP DRAWING INDEX r' N t'7 FLORIDA BUILDING CODE EXISTING BUILDING: GENERAL CONSTRUCTION ROOM NUMBER IDENTIFICATION ROOM .s 0 0 0 THE 2014 L , 100 CHAPTER 5 CLASSIFICATION OF WORK 1. IT IS INTENDED THAT THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT WILL SHEET V5 V5 � NO. SHEET NAME Fn- CONFORM TO THE 2014 FLORIDA BUILDING CODE,RESIDENTIAL. DOOR NUMBE IDENTIFICATION 100 cr SECTION 504 ALTERATION-LEVEL 2 2. THE MAXIMUI&ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING 001 INDEX 504.1 SCOPE OORDINANCES ANOR-THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL,AREAS WINDOW NUMBER IDENTIFICATION S INCLUDE THE RECONFIGURATION OF SPACE THE ADDITION OR A. MAX. NO. OF STORIES = 3 O ARCHITECTURAL LEVEL 2 ALTERATION � � ) A101 SITE PLAN ELIMINATION OF ANY DOOR OR WINDOW,THE RECONFIGURATION OR EXTENSION OF ANY B. MAX. HEIGHT=35' FROM GRADE MATERIAL SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT. 3. THE BUILDING CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THE CODE: CEILING NEIGH IDENTIFICATION X'-X"AFF A201 FIRST FLOOR PLAN REGUARDLESS OF ANY MISSING OR INCOMPLETE DETAILS OR NOTES. A202 FOUNDATION AND ROOF PLAN 504.2 APPLICATION 4. THE BUILDING CONTRACTOR AND HIS SUBCONTRACTORS SHALL CONFORM TO ANY A301 ELEVATIONS > LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 FOR LEVEL 1 LOCAL ORDINANCES AND SHALL VERIFY ALL DIMENSIONS, MATERIALS,AND WALL TYPE IDENTIFICATION X A501 WALL SECTIONS ALTERATIONS AS WELL AS THE PROVISIONS OF CHAPTER 8. CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH HIS WORK. SECTION 507 ADDITIONS 5. VERIFY ALL FIELD CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES X BEFORE PROCEEDING WITH WORK. INTERIOR ELEVATION IDENTIFICATION 507.1 SCOPE MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS AT THE:JOB X,XX PROVISIONS FOR ADDITIONSSHALL APPLY WHERE WORK IS CLASSIFIED AS AN ADDITION AS 6. SITE. DEFINED IN CHAPTER 2. 7. THE ELECTRICAL FLOOR PLAN IS INTENDED TO ONLY SUGGEST LOCATIONS FCR FIXTURES, OUTLETS,AND SWITCHES.ELECTRICAL, MECHANICAL, PLUMBING,A VD 507.2 APPLICATION OTHER BUILDING SYSTEMS, IF ANY,ARE TO BE DESIGNED, ENGINEERED AND ARE THE X ADDITIONS TO EXISTING BUILDINGS SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 11. SOLE RESPONSIBILITY OF OTHERS. EXTERIOR ELEVATION IDENTIFICATION 8. ALL INTERIOR AND EXTERIOR FLOOR&STEP FINISHES SHALL HAVE A NON-SLI FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN.OF 0.6. X'XX 9. ERECT AND MAINTAIN,AS REQUIRED BY EXISTING FIELD CONDITIONS,THROUC HOUT THE 2014 FLORIDA BUILDING CODE, RESIDE_ IAL: THE ENTIRE PORTION OF THE WORK,ALL SAFEGUARDS AND BARRICADES FOR SAFETY TYPE VB UN-PROTECTED INCLUDING POSTING WARNING SIGNS, ENFORCING SAFETY REGULATIONS AN OCCUPANCY CLASS-GROUP R-3 PROTECTION OF PROPERTY. WALL SECTION, IDENTIFICATION rx 10.CHECK ALL CEILING HEIGHTS AND POSSIBLE CEILING PLENUM CONDITIONS FORX.XX R311.3 LANDINGS AT DOORS CLEARANCE OF DUCT-WORK AND ALL OTHER CONSTRAINTS TO ASSURE THE LOCATION OF THE LIGHT FIXTURES AS SHOWN ON THE LIGHTING PLAN. ANY THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 114 EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT WRITING BEFORE PROCEEDING WITH THE WORK. TYPICAL DETAIL DESIGNATION REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. CONTRACTOR TO POST AND MAINTAIN SIGNAGE FORBIDDING THE USE OF NICOTINE THE FLOOR OR LANDING AT THE EXIT DOOR REQUIRED BY SECTION R311.3 SHALL NOT PRODUCTS THROUGOUT ALL PHASES OF CONSTRUCTION. NICOTINE PRODUCTS ARE DETAIL NUMBER z fi> BE MORE THAN 1.5 INCHES(38 MM) LOWER THAN THE TOP OF THE THRESHOLD. NOT TO BE ALLOWED WITHIN THE PERIMETER OF THE BUILDING FOOTPRINT. THE FLOOR OR LANDING AT EXTERIOR DOORS OTHER THAN THE EXIT DOOR REQUIRED BY X SECTION R311.2 SHALL NOT BE REQUIRED TO COMPLY WITH THIS REQUIREMENT BUT SHALL DRAWING NOTES: X. SHEET WHERE HAVE A RISE NO GREATER THAN THAT PERMITTED IN SECTION R311.3.2. DETAIL IS SHOWN , 1. DRAWINGS ARE NOT TO BE SCALED FOR INFORMATION. THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING 2. ALL EXTERIOR WALLS ARE 24. SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF 3. ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED. 10 TRAVEL. 4. ALL WALL THICKNESSES ARE ACTUAL 2x4=3-1/2", 2x6=5-1/2", 2x8=7-1/4",ETC. OFFICE COPY 5. THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHE RS. R311.3.1 FLOOR ELEVATIONS-AT THE REQUIRED EGRESS DOOR EXCEPTION: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7-3/4 6. ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF)HOUSE SLAB/BLOCK. INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR DOES NOT SWING OVER 7. ALL ANGLES ARE 45'UNLESS OTHERWISE NOTED. THE LANDING OR FLOOR. 8. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 9. ALL DIMENSIONS ARE TO FACE OF BLOCK OR STUD WALL 10.ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE (71�EATED APPROPRIATELY FOR THE CONDITION. I I 11.\ =HAZARDOUS GLASS LOCATIONS. 4 y 12.VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. JAN 1 0 2017 " CEIUNG HEIGHTS ARE DIMENSIONED 1N RELATIONSHIP TO THE FINISHED FLOOR AND/OR " DECK. • PROJECT LOCATION ATTACHMENTS NO NCLUDED: 4 � � 1. LEGAL SURVEY 2. TRUSS ENGINEERING 3. FLORIDA ENERGY SHEE mmw REVISIONS DES/ 1 09JAN17-CORRECTION LETTER co DRAWING PHASE ISSUE DATEn. ❑PRELIMINAR `�•'�.�`• s� 4= ACK MORTENSON RESIDENCE001 PRICING � cv) HERRY DRIVE ■PERMIT 16DEC16 tiTLANTIC BEACH FL ❑CONSTRUCTION - ll o :0 ' N .• FLO DA •.' � yy • IRE NA-R -D CHITECTURE 14,0kiv 16.0129 ARCH ITECTU RE ; EXISTING FENCE 5' SIDEYARD SETBACK U ! LL i Z w ( w LE z ! i � I x w I I s I EXISTING FENCE I ! I ( I EXISTING ! I I EXISTING I POOL I < POOL PATIO I w N w o l I ! �.. o i I � I I � LLI i a i IW I ! I > > c I I i � ! � I a � I Iz nIx x x x x Io°c I u- � I < ( N >o EXISTING FENCE p gE,TBACK — — 2D'FRONTjk _ t EXISTING ! CONCRETE I DRIVEWAY ! a " I i OFFICE COPY LOT COVERAGE CALCULATIONS PROPOSED RESIDENCE LOT 8,190 SF 100% EXISTING HOUSE 1,284 SF 16% SITE PLAN PROPOSED ADDITION 197 SF 2% A101 1/8 11 = 1'-O" EXISTING DRIVE 835 SF 10% EXISTING PATIO 372 SF 4% PROPOSED PATIO 150 SF 2% EXISTING POOL 304 SF 3% GREEN SPACE 4,887 SF 63% PERVIOUS 4,887 SF 63% IMPERVIOUS A am ci: g704 REVISIONS SITE PLAN 1 109JAN17-CORRECTION LETTER %QR DES/�� a DRAWING PHASE ISSUE DATE �'� •�� o ❑PRELiMINAR - �: jos E R • 10 ACK MORTENSON RESIDENCE ❑PRICING LAl 01 ERRY DRIVE PERMIT 16DEC16 •� s E LANTIC BEACH, FL N ❑CONSTRUCTION - 4c o r •`�� o+ .• • owaa • •.yam PE NARD .............. - ARCHITECTURE 16.0129 I i i i I i r t ACK MORTENSON RESID I a 4 i t i I a 3 _ e 4Y NCE{2 { SHEF4RY DRIVE ATLANTIC V EACH Fl. I U � a w N co o rQ U) O r• w z m o o - � N Z W H N o U I �I i s 4 j I t l s I l BUILDING CODE SUMMARY GENERAL NOTES SYMBOL LEGEND LOCATION MAP DRAWING INDEX ROOM mix It— N RESIDENTIAL: GENERAL CONSTRUCTION ROOM NUMBER IDENTIFICATION o0 0THE 2014 FLORIDA BUILDING CODE. 1. Cl'IS INTENDED THAT THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT WI L SHEET � V5 V5TYPE VB UN-PROTECTED , 100 NO. SHEET NAME OCCUPANCY CLASS-GROUP R-3 CONFORM TO THE 2014 FLORIDA BUILDING CODE,RESIDENTIAL DOOR NUMBER IDENTIFICATION 2. THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIGHT PER LOCAL ZONING" R311.3 LANDINGS AT DOORS ORDINANCES AND PER THE 2014 FLORIDA BUILDING CODE, RESIDENTIAL,ARE AS 001 INDEX THERE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR DOOR. FOLLOWS: WINDOW NUMBE IDENTIFICATION O ARCHITECTURAL EXCEPTION: WHERE A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED THE A. MAX.NO. OF STORIES=(3) EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR, A LANDING IS NOT B. M *HT=35'FROM GRADE MATERIAL A101 SITE PLAN REQUIRED FOR THE EXTERIOR SIDE OF THE DOOR. 3. THE BUILD CTOR IS RESPONSIBLE FOR COMPLIANCE TO THE CODE CEILING HEIGHT DENTIFICATION X'-X"AFF A201 FIRST FLOOR PLAN THE FLOOR OR LANDING AT THE EXIT DOOR REQUIRED BY SECTION R311.3 SHALL NOT DLESS OF ANY MISSING OR INCOMPLETE DETAILS OR NOTES. A202 FOUNDATION AND ROOF PLAN BE MORE THAN 1.5 INCHES(38 MM)LOWER THAN THE TOP OF THE THRESHOLD. 4. THE BUILDING CONTRACTOR AND HIS SUBCONTRACTORS SHALL CONFORM TO AMY A301 ELEVATIONS THE FLOOR OR LANDING AT EXTERIOf RS OTHER THAN THE EXIT DOOR REQUIRED BY LOCAL ORDINANCES AND SHALL VERIFY ALL DIMENSIONS, MATERIALS,AND WALL TYPE IDENTIFICATION x SECTION R311.2 SMALL NOT BE REQUIRED T NT BUT SHALL CONDITIONUND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR O A501 WALL SECTIONS HAVE A RISE NO GREATER THAN THAT PERMITTED IN SECTION R311.3.2. CEEDING WITH HIS WORK. 5. VERIFY ALL FIELD CONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES x - THE WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING BEFORE PROCEEDING WITH WORK. INTERIOR ELENA ION IDENTIFICATION SHALL HAVE A MINIMUM DIMENSION OF 36 INCHES(914 MM) MEASURED IN THE DIRECTION OF MAINTAIN A CURRENT AND COMPLETE SET OF CONTRACT DOCUMENTS AT THE JOB X.XX TRAVEL. 6. SITE. 7. THE ELECTRICAL FLOOR PLAN IS INTENDED TO ONLY SUGGEST LOCATIONS FOR R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOOR FIXTURES,OUTLETS,AND SWITCHES.ELECTRICAL, MECHANICAL, PLUMBING,AND EXCEPTION: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE MORE THAN 7-3/4 OTHER BUILDING SYSTEMS, IF ANY,ARE TO BE DESIGNED, ENGINEERED AND AR THE EXTERIOR ELEVATION IDENTIFICATION X INCHES BELOW THE TOP OF THE THRESHOLD, PROVIDED THE DOOR DOES NOT SWING OVER SOLE RESPONSIBILITY OF OTHERS. 8. ALL INTERIOR AND EXTERIOR FLOOR&STEP FINISHES SHALL HAVE A NON-SLIP F NISH THE LANDING OR FLOOR. TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN.OF 0.6. X.XX R311.7.8 HANDRAILS 9. ERECT AND MAINTAIN,AS REQUIRED BY EXISTING FIELD CONDITIONS,THROUGHOUT HANDRAILS SHALL BE PROVIDED ON AT LEASE ONE SIDE OF EACH CONTINUOUS RUN OF THE ENTIRE PORTION OF THE WORK,ALL SAFEGUARDS AND BARRICADES FORSAFETY TREADS OR FLIGHT WITH FOUR OR MORE RISERS. INCLUDING POSTING WARNING SIGNS, ENFORCING SAFETY REGULATIONS AND PROTECTION OF PROPERTY. WALL SECTION IDENTIFICATION x R311.7.8.1 HEIGHT 10.CHECK ALL CEILING HEIGHTS AND POSSIBLE CEILING PLENUM CONDITIONS FORX.XX HANDRAIL HEIGHT MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD CLEARANCE OF DMT-WORK AND ALL OTHER CONSTRAINTS TO ASSURE THE NOSING, OR FINISH SURFACE OF RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES(864 MM) LOCATION OF THE LIGHT FIXTURES AS SHOWN ON THE LIGHTING PLAN. ANY AND NOT MORE THAN 38 INCHES. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN WRmNG BEFORE PROCEEDING WITH THE WORK. TYPICAL DETAIL ESIGNATI N R311.7.8.2 CONTINUITY CONTRACTOR TO POST AND MAINTAIN SIGNAGE FORBIDDING THE USE OF NICOT NE HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL LENGHT OF THE FLIGHT, PRODUCTS THROUGOl1TALL PHASES OF CONSTRUCTION. NICOTINE PRODUCTS ARE DETAIL NUMBER FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE FLIGHT TO A POINT DIRECTLY ABOVE NOT TO BE ALLOWED WITHIN THE PERIMETER OF THE BUILDING FOOTPRINT. LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN X NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TO A WALL SHALL HAVE A DRAWING NOTES: X. SHEETWHERE SPACE OF NOT LESS THAN 1-1/2 INCHES (38 MM)BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: 1. DRAWINGS ARE NOT TO 8E SCALED FORINFORMATK3N. DETAIL IS SHOWN ` 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT 2. ALL EXTERIOR WALLS ARE 24. THE TURN. 3. ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED. i 0 2. THE USE OF A VOLUTE,TURNOUT, STARTING EASING OR STARTING NEWEL 4. ALL WALL THICKNESSES ARE ACTUAL 2x4=3-1/2", 2x6=5-1/2", SHALL BE ALLOWED OVER THE LOWEST TREAD. 2x8=7-1/4", ETC. 5. THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINEC BY OTHE RS. R311.7.8.3 HANDRAIL GRIP SIZE 6. ALL PLATE AND CES.M HEIGHTS ARE TAKEN FROM(TOP OF)HOUSE SLAB/BLOCK. 1.TYPE 1 HAND RAILS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER 7. ALL ANGLES ARE 4W UNLESS OTHERWISE NOTED. OF AT LEAST 1-1/4 INCHES (32 MM)AND NOT GREATER THAN 2 INCHES(51 MM). IF THE 8. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. HANDRAIL IS NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES 9. ALL DIMENSIONS ARE TO FACE OF BLOCK OR STUD WALL. (102 MM)AND NOT GREATER THAN 6-1/4 INCHES (160 MM)WITH A MAXIMUM CROSS SECTION OF 10.ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE PRESSURE DIMENSION OF 2-1/4 INCHES(57 MM). (TWTEDAPPROPRIATELY FOR THE CONDITION. PERIMETER GREATER THAN 6-1/4 INCHES 160 MM SHALL RECESS 11:ii'=HAZARDOUS GLASS LOCATIONS. 2. TYPE it HANDRAILS WITH A PERIM ( ) SHALL BEGIN WITH A DISTANCE OF 3/4 INCH(19 MM)MEASURED VERTICALLY FROM THE 12.VERIFY THE KITCHM AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. " TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH(8 MM) " CELING HEIGHTS ARE DIMENSIONED IN RELATIONSHIP TO THE FINISHED FLOOR ANDIOR WITHIN 7/8 INCH(22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DECK. PROJECT LOCATION ATTACHMENTS NO INCLUDED: DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH (10 MM)TO A LEVEL THAT IS NOT LESS THAN 1. LEGAL SURVEY 1-3/4 INCHES(45 MM) BELOW THE TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF 2. TRUSS ENGINEERING IS THE HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A MAXIMUM OF 2-/4 3. FLORIDA ENERGY SH EW INCHES(70 MM). EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCHES(0.25 MM). REVISIONS D - Lila] g M DRAWING PHASE ISSUE DATE �� ,•,� ❑PRELIMINAR _ ACK MORTENSON RESIDENCE001 [:]PRICING N A R D =j; ■PERMIT 16DEC16 ;' • • SHERRY DRIVE r- ATLANTIC BEACH, FL o ,. .. ❑CONSTRUCTION 04 CHITE TUREr •�yRE NARD N ~ +•�..��' ARCHITECTURE 16.0129 EXISTING FENCE I w I z { Lu { { z c; U W W { LL � i { Z Lu X EXISTING FENCE EXISTING { w { I EXISTING POOL w I I POOL PATIO w Iw a { � o W I { m { { x { I W I I { I I I { � I m wI { U 1 { I EXISTING FENCE I w I I - - -- - - — � i _ _ _ - - - - - - - - — { I TB CK ARD SE A - - - - - { 20'FRONTY_ EXISTING CONCRETE { { DRIVEWAY � w { a a a a d a 7i1ar-" LOT COVERAGE CALCULATIONS PROPOSED RESIDENCE LOT 8,190 SF 100% EXISTING HOUSE 1,284 SF 16% PROPOSED ADDITION 197 SF 2% 1 SITE PLAN EXISTING DRIVE 835 SF 10% A101 1/8" ' T-0" EXISTING PATIO 372 SF 4% PROPOSED PATIO 150 SF 2% EXISTING POOL 304 SF 3% GREEN SPACE 4,887 SF 63% PERVIOUS 4,887 SF 63% IMPERVIOUS I Ing CF q70/. ■ , REVISIONS P. D DRAWING PHASE ISSUE DATE �s .•'� •''�'Q a. 4s s '.s� ACK MORTENSON RESIDENCE cn ❑PRELIMINAR �; cYc Al 01 ❑PRICING - �: . . . . . . S ERRY DRIVE ■PERMIT 16DEC16 to . TA ; A LANTIC BEACH, FL to ❑CONSTRUCTION - of ; 0 6'U Rt J�,�,•••...,..•03� E N A.R,...D RCHITE CHITECTE 16 .0129 i i I DOOR SCHEDULE- FIRST FLOOR { ELECTRICAL LEGEND ELECTRICAL NOTES DOOR NO. TYPE MFG. STYLE FINISH COMMENTS 102 (2)3'-0"x 6'-8" N/A SLIDING N/A REUSE EXISTIN f 910 V. DUPLEX OUTLET 0, RECESS LIGHTINGSEE NOTE 3) 1. LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE DETECTORS, FANS, 103 (2)2'-10"x 6'-8" TBD FRENCH PAINT FULL LIGHT SS EYEBALL LIGHTING AND EXHAUST FANS PER ELECTRICAL/BUILDING CODES. DOOR 1/2 SWITCH DUPLEX OUTLET OE.B. RECESS(EYEBALL) 105 2'-0"x 6'-8" MATCH MATCH PAINT qp GFi 110 V. G.F.I. DUPLEX OUTLET IZ I CEILING MTD. EXHAUST FAN 2. VERIFY WITH BUILDER ANY SPECIAL HOOK-UPS. (RANGE HOODS, FIREPLACE FANS, LANDSCAPE LITES, SPRINKLER SYSTEM, SECURITY SYSTEM, INTERCOM SYSTEM, �wP WEATHER PROOF G.F.I. EXHAUST FAN WITH LIGHT VACUUM SYSTEM, SWIMMING POOL, PUMPS, ETC.) 220 220V. OUTLET sG SMOKE DETECTOR 3. INSTALL WATER/VAPOR PROOF FIXTURES IN SHOWERS A14DOVER TUBS AS WINDOW SCHEDULE 4FP 110 V. FLR. MTD.DUPLEX OUTLET T TELEPHONE JACK 'REQUIRED. HEAD 5 SWITCH AT 42"A.F.F. TELEVISION JACK GENERAL ELECTRICAL NOT S WINDOW SIZE HEIGHT TYPE COMMENTS �3 3-WAY SWITCH AT 42"A.F.F. 0 THERMOSTAT A 2'-10"x 4'-0" 61-81' SINGLE HUNG MATCH EXISTING { a 4 WAY SWITCH AT 42"A.F.F. ® ELECTRICAL PANEL 1. ELECTRICAL SERVICE IS LESS THAN 600 AMPS. CALCULATION TO BE PROVIDED BY ELECTRICIAN. D DIMMER SWITCH AT 42"A.F.F. ELECTRICAL METER 2. PROVIDE SMOKE DETECTORS PER NFPA72 A-81.2. { SURFACE MTD.CEILING LIGHT A/C DISCONNECT } PENDANT LIGHT FIXTURE FLOOD LIGHTS } WALL MTD. LIGHT AT 72"A.F.F. E• I( PUSH BUTTON CONTRACTOR ELECTRICAL NOTES -(P} PULL CHAIN F0_0_071 DOOR CHIMES 1. SPECIFICATIONS, PRICE SUMMARY AND CHANGE ORDERS SUPERSEDE THIS UNDER CABINET LITES HOLLYWOOD STRIP ELECTRICAL PLAN. NKt-wiKt AND 12"X48"FLUORESCENT BRACE FOR CEILING 2. THE PURPOSE OF THIS PLAN IS TO OBTAIN AN ELECTRICA PERMIT. FIXTURE, FIXTURE FAN SWITCH AND RECEPTACLE LOCATIONS SHOWN MAY VAR DUE TO FRAMING, MECHANICAL CONFLICTS, SITE CONDITIONS OR LOCAL BUILDING CODE REQUIREMENTS. 3. THE PURCHASER WILL DO AN ELECTRICAL WALK THROU H WITH THE PROJECT MANAGER DURING CONSTRUCTION. THIS WALK THROUG WILL IDENTIFY THE 24"X48"FLUORESCENT PRE-WIRE AND PREDETERMINED LOCATION OF RECEPTACLES BY THE EL CTRICIANS FIXTURE BRACE FOR CEILING FOLLOWING LOCAL BUILDING CODES.AT THIS TIME, SELE1 THE LIGHT FIXTURES, i FAN W/LIGHT PHONE AND TV JACKS WILL BE DETERMINED BY THE PUR HASER AS TO THE Faw PREFERRED LOCATIONS. L IGHT i EQ. EQ, 13'-2" 6'-83/4" 2'-0" 17'-41/4" 1'-0" 61-T' 61-71' 10 ALIGN 16 0 0 0 ce `r' p I I A501 I WIC o I 105 I co NEW CONCRETE PATIO FOR z I co I - FUTURE SCREEN ENCLOSURE 00tNJ _j 3'-1 1/4 -- BATtl ----------------------- --- i I BEDROOM Ll EXISTING ROOF � BEARING, SET NEW 103 104 BEAM ABOVE CEILING LEVEL 1 0 I / O WORK IN THIS AR WORK IN THIS AR I I i i Z CEILING PLAN — FIRST FLOOR 1 FLOOR PLAN — FIRST FLOOR A201 1/4" = 1 —O" A201 1/4" _ 1�_O�� i REVISIONS AOR DEs�� o- DRAWING PHASE ISSUE DATE `�'�.• 0 ❑PRELIMINAR _ _ . :� CK MORTENSON RESIDENCE �r _ �� c: .. � ❑PRICING A201 m O PERMIT 16DEC16 go o. :� S RRY DRIVE 0 A NTIC BEACH, FL cfl CONSTRUCTION N - a' TE ❑ . � :O� NRIE NARD � ID �••• FL • ��� y V uw CHI EC URE Oki ARc t-i ITECTURE 16.0129 i it 6 0•, a a 1 • '` ".e 'O`er. ` , ..".4"CONCRETE, REFER TO. 4' ° - �, . ° 4"CONCRETE,REFER TO 4 ;STRUCTURAL ° <4 DRAWINGS STRUCTURAL DRAWINGS SLOPE: SLOPE: 4 d :FOR MORE INFORMATION �.- 'd4. ' ° . _ `p" 0" FOR MORE INFORMATION °- '° , ".�a� ON CONT.VAPOR BARRIER_.a=°� ° ° s � ON CONT.VAPOR BARRIER # MATCH MATCH - OVER TREATED AND p = :° d eOVER TREATED AND EXISTING EXISTING °, _ COMPACTED FILL° b.b °. - : • n-:;' COMPACTED FILL SLOPE: 2'712 A a 0 EXISTING SLAB TO REAR i I I I I Z ROOF PLAN 1 FOUNDATION PLAN A202 1/411 = 1'-0" A202 1/411 = 1'-01 1 REVISIONS ` 101 s a'MAN E S a DRAWING PHASE ISSUE DATE �'�,•'• • • � Lo ❑PRELIMINAR _ �: p .gip E�� 's� MACK MORTENSON RESIDENCEA202 []PRICING - �' �` .e ' SHE RY DRIVE PERMIT 16DEC16 to: TAE •'�' AT TIC BEACH, FL .� c ❑CONSTRUCTION - a of •O N_ OR , W N ��,�'•.........••��'' R NAR D /Had �� AR HITFCTURE 16.0129 i 1 A501 02 PLATE - FIRST FLOOR 8 1 `�-%i 01 r — 3 _ FIRST 1=1 GRADE 2 LEFT SIDE ELEVATION A301 1/4" = 1'-0" co / 03 PLATE - FIRST FLOOR -- — — o \ A �� Ao1 1 \ FINISHED FLOOR FIRST FLOOR , OI, GRADE } -6 LN ELECTRICAL SHOWER TOWEL DEVICES, CONTROL BAR THERMOSTATS, ETC. _ o --� - W c u.m X U g GZ O > °I U) j �= GZ 1 REAR ELEVATION M o o 0 ? w= M Q A301 „ = 1 -O" a. � u. 00 F O u- 1/4 m oc M O --® s 0o FINISHED FLOOR ELEVATION LEGEND A TYPICAL MOUNTING HEIGHT DIAGRAM NUMBER DESCRIPTION A301 1/2" = 11_011 01 LAP SIDING,MATCH EXISTING 02 ARCHITECTURAL SHINGLES 03 JARCHITECTURAL SHINGLES(REPLACE EXISTING) I REVISIONS R ES, • a DRAWING PHASE ISSUE DATE '�� `• •• ••• � �� ❑PRELIMINAR _ ��p p •• m M a K MORTENSON R w. [:]PRICING • SHE Y DRIVE ■PERMIT 16DEC16 ;• AT ATLA IC BEACH, FL o - N CONSTRUCTION - of cc • �'.� L RID le •. •• yy r RE, ARD //lama ARCHITECTURE 16.0129 i I I WINDOWS AND FLASHING SHALL BE INSTALLED 1N ACCORDANCE WITH FBC-R703.8 AND AMMA 711, 100, 200 AND 250 - - 9„ 0' 450 CUT I I I I wl�—L= I k I I I i + I I I + I I I l I + I k I i I I f A501 ------ 2„* �211 CUT HOUSE FOLD THE BOTTOM AND SIDE CUT HOUSE WRAP TAPE TOP FLAP UP CUT SILL FLASHING THE LENGTH THE FLASHING SILL PAN SYSTEO WRAP INTO FLAPS OVER AND BEHIND THE AND FOLD INTO TEMPORARILY. OF THE SILL AND UP THE AMBS SHALL COVER THE SILL TO AT LEAST MODIFIED INTERIOR SIDE OF THE FRAMING. OPENING AT JAMBS. 6”TO FORM AN END DAM. THE DEPTH OF THE WINDOW PLUS 2" "i"PATTERN. ONTO THE FACE OF THE HOUSE lit WRAP DRAINAGE PLANE. ARCHITECTURAL SHINGLE ROOF RUN A CONT. BEAD OF SEALANT ON INSTALL SHIMS AS NEEDED ON PEEL AND STICK OVER THE BACK SURFACE(INT. FACE) OF TO MAINTAIN A MINIMUM OF 19/32"ROOF SHEATHING ON THE MOUNTING FLANGE OF THE ]]I1/4"SPACING AROUND ROOF TRUSSES @ 24"O.C. WINDOW AT THE HEAD AND BOTH WINDOW FRAME. INSTALL OR ROOF RAFTERS @ 24"O.C. JAMBS. APPLY SEALANT IN LINE WITH BACKER ROD AS NEEDED T ANY PRE-PUNCHED HOLES OR SLOTS AIR SEAL AROUND FRAME. IN THE MOUNTING FLANGE. USE SEALANT TO CREATE A CONNECT THE BEAD OF SEALANT BACK DAM TO DIRECT LIQUID TO THE OUTSIDE OF THE CONTINUOUS PRE-FINISHED ACROSS ANY JOINERY ON THE WINDOW FRAME AT ALL FOUR WINDOW AT THE SILL CORNERS. APPLY A DISCONTINUOUS FLANGE. INSTALL SEALANT METAL DRIP EDGE BEAD OF SEALANT ON THE INT. AROUND THE INTERIOR SURFACE OF THE MOUNTING FLANGE PERIMETER TO COMPLETE ASTEN THE WINDOW PERIMETER APPLY FLASHING OVER THE MOUNTING APPLY HEAD FLASHING RELEASE FLAP OF HO SE THE INSTALLATION. — — — `- — — — — _ _ . . _ . _. _ .. . . � _ _ PLATE - FIRST FLOOR AT THE SILL. THE BEAD OF SEALANTF SHALL HAVE A MINIMUM OF TWO 2" SECURELY INTO POSITION FLANGES OF THE WINDOW AT BOTH EXTENDING 1"BEYOND THE WRAP OVER THE H D $' VOIDS NEAR THE ENDS ALLOWING ACCORDING JAMBS. THE SELF-ADHERING FLASHING OUTSIDE EDGE OF OF THE FLASHING AND COVE S ENTERED THE TO THE MANUFACTURERS SHALL BE A MINIMUM OF 4+ IN WIDTH FLASHING AT THE JAMBS. DIAGONAL CUT IN HOUSE RAP ANY LIQUID THAT HAS WINDOW OPENING S EXIT. INSTRUCTIONS. AND EXTEND 1"BELOW THE BOTTOM OF WITH TAPE 2"LONGER T AN 1/2"G.W.B. MATCH EXISTING THE SILL FLASHING AND 1/2"BELOW CUT. � FASCIA, PAINT WHERE THE TOP EDGE OF THE HEAD FLASHING WILL BE INSTALLED. METAL HURRICANE CLIP 1 (1 @ EACH TRUSS) EXTERIOR WINDOW FLASHING DETAILS - WOOD FRAME ALL FLASHING SHALL BE SELF ADHERING AND ROLLED FLAT AND SMOOTH (2)2"x4"#2 TOP PLATE MATCH EXISTING SOFFIT, PAINT WINDOW HEADER, REFER MATCH EXISTING FRIEZE BOARD, PAINT U- TO STRUCTURAL DRAWINGS } FOR TYPE AND SIZE Mon. g z, 4' 77 45•C.0 r P Els . WINDOW,AS SCHEDULED U L t4v w MATCH EXISTING WINDOW CASING PAINT CUT HOUSE WRAP TAPE TOP FLAP UP INSTALL DOOR SILL SEALNAT AT AND FOLD INTO TEMPORARILY THRESHOLD PER MFG'S R-19 BATT INSULA ON OPENINGS AT REQUIREMENTS, INSTALL DOOR JAMBS PLUMB AND SQUARE 1/2"G.W.B. LAP SIDING, PAINT(MATCH EXISTING) 2"x4"STUD WALL WATER RESISTANT BARRIER AND N 2"x4"BOTTOM PLA 1/2"SHEATHING co FE a FINISH FLOOR,AS REDUCED 11 4"CONCRETE SLAB REFER TO STRUCTURAL DRA NGS FOR I MORE INFORMATIO FIRST FLOOR..-n d ° m .a a. ` GRADE G/\ o ° RADE 11 APPLY JAMB FLASHING TO BOTH APPLY FEAD FLASHING RELEASE TOP FLAP AND COVER as �° ;-° -14 V SIDES OF DOOR, DOOR FRAME AND EXTENDNG 10"BEYOND DIAGONAL CUT IN HOUSE WRAP HOUSE WRAP EXTENDING 8 1/2N 11 BOTH DOOR JAMBS WITH TAPE 2 LONGER THAN CUT a _ CONCRETE FOOTING, REFER 6 MIL VAPOR BARRI ABOVE DOOR HEAD a e; ;° TO STRUCTURAL DRAWINGS OVER TREATED& FOR MORE INFORMATION COMPACTED FILL EXTERIOR FLASHING DETAILS ALL FLASHING SHALL BE SELF ADNERING AND ROLLED FLAT AND SMOOTH A ENLARGED ELEVATION AT WALL SECTION 01 1 W L SECTION 01 A501 1 = 1'-0" A501 1 fit 1'-0" REVISIONS E Q- DRAWING PHASE ISSUE DATE ,�'�.• '•�'9 ❑PRELIMINAR _ :• ��ps s� MA K MORTENSON RESIDENCEA501 ❑PRICING SHERRI DRIVE co ■PERMIT 16DEC16 co: ,� N ❑CONSTRUCTION .:��, ATLANT BEACH, FL e— � FL ID � .y HI TURE • ' '' RE ARD NOad ARCHI ECTURE 16,0129 STRAP HEADER PER DETAIL 5/50.2. SW3• , /5• SW 3./8. SHEATH CONT. (2)2x8-2/2 THRU BUMPOU T. iO OOUBLE �'y 2x6 SYP12 CEILING RODS ADDERS JOISTS @ 24" O.C. I I I I 53.0 53.0 8 SYP#2 CEILING JOISTS BEAM ABOVE BEAM ABOVE ® 24" O.C. PAIRED = _ w/ROOF RAFTERS. (5)2x4 SYP#2 — — _ (z)zxa sPF#z 7(,3)=2x4rSPF#2 POST. POST. POST. Luis A Pontigo PE EXISTING STRUCTURE TO MAR 14 2017 REMAIN UNCHANGED UNLESS OTHERWISE NOTED. FL PE NO 53311 PON enu�unnuwmry rN v�GENgF:CSX& o•�• T° OF •� PARTIAL FRAMING PLAN - 9�; �< 41t- RID;. .oy•. Lou Pontigo and PROiEC1 225 SHERRY DRIVE �® Associates , Inc . B°"°`" - ®� 410Osceola Avenue JOB NO. SHT.NO. lax. 0Oscola Aenue QUIK-17-00008 Ph.242-0908 Fax.241-9557 S K- 1 FU CA#8344 SC CA#3579 DATE 03.14.17 STRAP HEADER PER DETAIL 5/SO.2. SWISW 3"/6' SHEATH CONT. (2)2x8-2/2 THEN BUMPOU T. DOUBLE 2x6 SYP#2 CEILING RODS ADDEDS JOISTS @ 24" O.C. 53.0 4I 53.0 8 SYP#2 CEILING JOISTS BEAM ABOVE 11 BEAM ABOVE ® 24" O.C. PAIRED I = _ w/ROOF RAFTERS. _ _ (5)2.4 saosT — — _ �PaeTa sPFgz (3)2x4 SPFp2 POST. Luis A Pontigo PE EXISTING STRUCTURE TO MAR 14 2017 REMAIN UNCHANGED UNLESS OTHERWISE NOTED. FL PE NO 53311 .:.o.';L. 1!y, N POAl" � " Oe • No 5 PARTIAL FRAMING PLAN OF ` Q ONAL Lou Pontigo and PROIECT 225 SHERRY DRIVE �� Associates, Inc . BUILDER 420 Osceola Avenue los NO. SHT.NO. �/�' �\ lax.Beach.Florida 32250 QU I K-17-00008 r `� Ph.242-0908 Fax.241-9557 SK- 1 FL:CA N 83445C:CA83579 DATE 03.14.17 i FIS ID`X'CUT IN CONCRETE SURVEY NOTES 6 CONCRETE DRIVE CROSSING INTO Rr'W ON THE SOUTHERLY AND WESTERLY SIDES € a a OF THE PROPERTY JAN 1 0 2017fps t Lb, THERE ARE FENCES NEAR THE Mm BOUNDARY OF THE PROPERTY LOT SIR 112" 7 f+r�� 0.,FF L5#7893 00ll\N (3 �qJ • . • , �� � say°4z' Fi 112"' " N IQ _y a X . SHED 25.0' T ce win 4 e .7 O 4.0� 8.0' f BUILDING C LST 6 #225 w .�F 9.8' ,d! Z �.> , 71 Id 2 ,• C.CN ' } oOL "^ ON ` u• SIR 112" t7.3'CF ` , L8#7893 :._ ° o�, 76. 8 . FRP 1" ID X83 42 0.63'N 0: ,E i v VIA li 7. -„„ il-=21 REDH -JAN I 0 � .x . 017 � py 11V OF ICE CO :f II PAGE 2 OF 2 PAGES �t0 0 me BOUNDARY S ci 4,� G LB#7893 SURVEYORS CERTIFICATE " 4 I f REBY CERTIFY THAT THIS BOUNDARY SURVEY ARGET,, e I$A TRUE AND CORRECT REPRESENTATION OFA "YING SURVEY PREPARE©UNDER MY DIRECTION. SURVE t ,`. STAT -: NOT VALID WITHOUTAN A UTHENTICA TED ELECTRONIC q � o R a� p+ �Q¢ - _�fGAIA TURF AND AUTHENTICATED ELECTRONIC SEAL, SERVING A L L FLORIDA _OR A RAISED EMBOSSED SEAL AND SIGNATURE. �:, 6250 N. MILITARY TRAIL,SUITE 102 WEST PALM BEACH,FL 33407 PHONE (561)640-4800 (SIGNED). FACSIMILE (561)640-0576 STATEWIDE PHONE (800)226-4807 - CLYDE©. WEAL,PROFESSIONAL SURVEYOR AND MAPPER,#2883 STATEWIDE FACSIMILE (800)741-0576 - DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS COMPONENTS & CLADDING GARAGE DOOR ROOF SHEATHING SPECIFICATIONS: DESIGN CODE: ALLOWABLE DESIGN PRESSURES PRESSURES (PSF) SHINGLE- MIN. 7/16 ", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. 4 FLORIDA BUILDING CODE - RESIDENTIAL a 201 1 CAR WITHIN 4'-0" OF ROOF EDGE). TRIBUTARY INTERIOR EDGE STRIP (PSF): GARAGE 22.9 DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, AREA (sf) ZONE (PSF) 'a' = 4'-6" DOOR WALL SHEATHING SPECIFICATIONS: UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. 25.0 8'x7' 7 " 24/16 APA RATE OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE Lou Pa n t i 3 o a n d 1® �t-25,6 -27.7 +25.6 -34.2 (8'x7') FLEXIBLE FINISH-MIN. /16 , s Associates, Inc. DESIGN LOADS: ACTUAL AND UNIFORM 2 CAR INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. -1-22.9 -25.0 +22.9 -28.8 GARAGE 21'8 420 Osceola Avenue ROOF 5® DOOR STUCCO FINISH MIN. 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL )ax. beach, Florida 322 23.9 STUDS En. 242-008 Fax. 241-955 57 ROOF LOADING (cd=1.25) 100 +21.8 -23.9 +21.8 -26.6 (16'x7') FL:CA# 8344 SC: CA# 3579 TOP CHORD LIVE LOAD 20 psf TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) CLAY MASONRY (BRICK): BOTTOM CHORD LIVE LOAD 10 psf THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD.). THE BRICK SHALL BE IN ACCORDANCE ITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. BOTTOM CHORD DEAD LOAD 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDO TION CONCRETE SPECIFICATIONS: _ e , € t<ciDD f163a{miT s SHALL BE PERMITTED ALL CONCRETE HAS BEEN DESIGNE IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL COQ,ICRETE SHALL HAVE A MINIMUM COMPRESSIVE= STRENGTH OF 2500 PSI ,�0.mysb�q it AT 28 DAYS CONCRETE AT GARAG AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. ���'��Q�`�'�`��� 'M4yL DEFLECTION CRITERIA: LOAD L 240 TOTAL LOAD L/180 R BOTH ROOF FRAMING: LIVE / COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 • POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. .. N GENERAL NOTES: h ' * S 'AA� OF LINEAR INTERPOLATION IS PERMISSIBLE. WIND LOADING: FOOTING AND FOUNDATIONS: GS AND FOUNDATIONS SHAL `+t +°p�4, 1q�lb�g'''ly ASCE 7/10 PLUS = PRESSURE AND MINUS = SUCTION. FOOTINGS BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS ',.��„ -- MPH pf�''j"ar f, ------------ 130 M RECOMMENDED TO VERIFY SUITABI- SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED 0R UNSTABLE SOIL THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF '0Y'1�+ t• `�` BASIC WIND SPEED (ASCE 7-10) ______________________ DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS HE ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. IMPORTANCE FACTOR 1,00 Luis A. Pontigo, PE --- 15.0 FT RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND FL E E#53311 MEAN ROOF HEIGHT --�-- THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. SEE LOCATION FROM THE FOUNDATION LAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION ROOF PITCH ------------------� ARCH PLAN. IF FOOTING SIZE OR LOCATI N IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) REVISIONS DATE BUILDING CATEGORY ----------------------- II �L�L C ____ UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE IN ALL CONTINUOUS FOOTINGS PROVIDE #3 EXPOSURE CATEGORY a - --,�- � ; + @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO A ENCLOSURE CLASSIFICATION ELEMENT. WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS "---� ELEMENT. SPLICES IN REINFORCIN(j, .INTERNAL PRESSURE COEFFICIENT --------®--_-- ± .18 ' -�-�- DENOTES EDGE STRIP. CONCRETE SLABS ON GRADE: SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR SEE C & CCHART - ' ABOVE FOR a DIMENSION PREVENTION OF SUBTERRANEAN TERMITES. MATERIAL SPECIFICATIONS FIELD ALTERATItJN SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE CONTRACTOR SHALL CONTACT LOU PONTIGO F1 1 ASSOCIATES METHODS. MA ING A YSTRUCTURAL FI TOD HARDWARE AND ANCHORS: MODIFICATIONS WHICH MAY BEADED ROD: SHALL BE IN ACCORDANCE WITH WOOD FRAMING SPECIFICATIONS: EROMTHE INTENT OFTHE ORIGINAL ANCHOR BOLTS & THREADED l a l CONSTRUCTION DOCUMENTS.ANY OR F 1554 GRADE 36. s ALL WOOD FRAMING HAS BEEN DE IGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT FIEINGAPPLD R VEDBSMADEPRIORTO ASTM A 307 ®I\ ASTM � i i � BEING APPROVED BY LOU PONTIGO 8 HERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). �____ ____� WITH MASONRY, CONCRETE OR S01 SHALL BE PRESSURE-TREATED. IF, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA A550CIATESMAYRESULTIN WAS ADDITIONAL ENGINEERING OR NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. -- -,�a- PRESERVATIVE IS USED, ALL ATTR HED FASTENERS SHALL BE STAINLESS STEEL. INSPECTION FEES. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO [NOT ACTUAL PLAN] a ALVANIZED. EXTERIOR SHALL BEG PRE-ENGINEERED WOOD_ TRUSSES RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR SHALL BEAR THE SEAL OF AN ErIGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND RITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/�" INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER® ALL 1 „ - TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB 91." AT MULTIPLE STRAP LARGER THAN THREADED ROD SIZE.. SCOPE �� SERVICE GLE PLY TRUSSES PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ���AR SIX AND /8 LARGER THAN RE CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING 2 STRAPS ON SIN , (U.0.N.) ANCHORING ADHSIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS MEANS AND METHODS: ROOF COVERING SPECIFICATIONS: L CARTRIDG'f INSTALLATION ONLY): THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESP NSIBLE THE CONTRACTOR SHALL BE RESP NSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLS A NG TO THE (CUA „ )) � EPDXY: ITW RED HEAD A7 FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR MANUFACTURERS REQUIREMENTS. LAY AND TILE ROOFS SHALL BE INSTALLED PER THE CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL, AND THE MANUFACTURERS REQUIREMENTS. STANDING REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL TM A992 GRADE 50, METAL ROOFS SHALL COMPLY WITH ASTM E1514 STRUCTURAL STEEL: SHALL BE AS OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF METAL FLASHING AND VALLEY MAT RIALS. SHALL BE ASTM A185. THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT " Lj WELDED WIRE FABRIC (WWF): T E � LAMINATED VENEER LUMBER DOCUMENTS. LAMINATED VENEER LUMBER (LVL): ALL TIC WATERPROOFING: SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELAS RESPONSIBILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. LIMITS OF STRUCTURAL ENGINEERING DESIGN y ., e MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi un THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE ,,LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLI1 T, WOOD PANE SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND { . or. . ,.. .. HEADERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DE'SIGNE PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. 0 Ui V) V) Ln I 0 SIMPSON CONNECTORS WOOD FASTENING SCHEDULE PLAN! LEGEND AND ABBREVIATIONS CONNECTION FASTENER INTE IOR LOAD BEARING WALL UPLIFT MEMBERS TYPE ® BUILT-UP POST IN THE WALL CONNECTOR FASTENERS FL# CODE UN NAILS @ 12" STAG. S TOP PLATE TO TOP PLATE FACE NAIL -G YP SPF GABLE X-BRACE 450 450 12-8dx11/2 10446.4 NAIL -�16d) 3-GUN NAILS _ A35 TOP PLATE, LAPS/INTERSECTION FACE ( HEADER SIZE, JACK AND H2.5T 600 520 5-8d EA. END 11478.3 DESIGNATES SHEARWALL. THE (2)2X8 1/2 KING STUD QUANTITY. DESIGN DBL, TOP PLATE TO STUD FACE NAIL ( -16d) 3-GUN NAILS HIDDEN LINE DESIGNATES SIDE OF CRITERIA 5-1 Odx11/ " EA. END 11470.3 __ - WALL THE SHEARWALL SHEATHING Hg 620 530 2 RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6" 7-10dx11/ " EA. END 1 C)456.3 SW 3"/6" TO BE APPLIED. 8d @ 3/6 MTS12 1000 860 ST TO TOP PLATE TOE NAIL (3-8d) 5-GUN NAILS DESI NATES 8d COMMONS @ 3" AND CEILING J01 HTS20 1450 1245 24-1Odx11/2" EA. END 13872.3 O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4-GUN NAILS FIELD' GENERAL MSTA24 1765 1270 9-10d EA. END 1; 872.4 CEILING JOIST TO ROOF RAFTER FACE NAIL (6-16d) 8-GUN NAILS 1; 872.8 ADJ - DJACENT LG - Long NOTES MSTA36 2050 1870 13-10d EA. END MANUF - Manufacture JOIST/TRUSS TO PLATE TOE NAIL (2-16d) 3-GUN NAILS BM - BEAM 18-16d TO TRUSS/BEAM 111496.2 _ _ BOT - OTTOM MONO - Monolithic HTT4 3480 3080 5 „ RAFTER TO PLATE TOE NAIL (3 8d) 3 GUN NAILS BRG - BEARING OC On Center ' COPY THESEODRAWING.IFADIIMENSON 5 1-5/,"0 ROD TO FTG. _ OFFICE /$ - - NAILS CMU - ONCRETE MASONRY UNIT OSB Oriented Strand Board UNCLEAR REFER TO THE JACK RAFTER TO HIP TOE NAIL (3 10 d) 4 GUN - - Perpendicular ARCHITECTURAL DRAWINGS OR 32-16d TO TRUSS/BEAM DBL OUBLE PERP CONTACT THE EQR HTT5 5250 4670 _5 11496.2 2-16d 3-GUN NAILS PRE ENG - Pre Engineered 1-5/8"0 ROD TO FTG. ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL ( ) DIA - D AMETER g REVIEWED FOR CLUE COMPLIANCE /s �r EA - EACH PSF Pounds per Square Foot �Ir�N ���� 6d@ 16 O.C. @EDGE _ CIT` OF ATLANTIC BEACH rMORTENSON RESIDENCE 6-10d TO HEADER 10655,113 CONT. HEADER, TWO PIECES E NAIL EE - E CH END PSI Pounds per Square Inch LU 828 930 780 - - SEE PERMITS F��A���T�araAL 4-1Od TO JOIST CONT. HEADER TO STUD TOE NAIL 3 16d) 4 GUN NAILS EOR - ENGINEER OF RECORD PT - PRESSURE TREATED °Es'�N�°RAwN'cl�Eci<E° - EQUAL QT - Quick Tie �EC�UtIR1�N�lENT�AND C�3ND#TEC�1�� �s / JB /EAP 14-16d TO HEADER EQ STUD TO SOLE PLATE TOE NAIL 3-16d) 4-GUN NAILS EXT -- EXTERIOR REINF - Reinforce ��Tr HU410 905 785 11531.36 _ RFVlEW� �: � SATE: �'"' 01.09.17 6-16d TO JOIST SOLE PLATE TO JOIST/BLOCKING FACE NAIL11,16d @ 16") GUN NAIL @ 8" FBC LORIDA BUILDING CODE SF Square Foo FDN FOUNDATION SPF _Spruce Pine Fur SCALE ABU44 2200 5/$ ROD w/ 12-16d 10849.6 FT - FOOT SYP Southern Yellow Pine As NOTED "m s 4 FTG FOOTING THRU - Through � 3 i��� �� ��� � � LPA No. ABU66 2300 5/8 0 ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS HDR - HEADER TYP - Typical r a " - � tl �` QIJIK-17-0000 N A SIMPSON EPDXY-TIE 11506.4 xD.131 = GUN NAILS 7 x0.113 - RINK SHANK N A HORN' HORIZONTAL UON - Unless Otherwise Noted 1 .. 017 SET / / 1 n> _ coI�ITRo�.I�a. O = 6d 2 /2 x .131 O - 8d _ x0.113 OUNDS ,i 6 10-16d TO STUD/BEAM/POST - LBS VERT - Vertical - = 31/ "x .162"� - 16d WWF - Welded Wire Fabric SH EET LTT20B 1675 1675 11496.3 3 x0.148 O 10d 2 �s. 1-1/2 0 ROD TO FTG. 11/2%0.148"0 = 10dx1 /2 I /2 x0.131 O = 8dx1 /2 LSTA12 805 695 10-10d 13872,5 Soso CS16 1705 1705 13-8d 10852.1 SHEET 1 OFZ---.,./ BUILDER MAY CHOOSE EITHER THE - DROPPED TYPICAL HEADER NAILING HEADER CONDITION OR RAISED HEADER CONDITION 0.131X3" TOE NAILS TYPICAL DOUBLE TOP TYPICAL STD NAILING: 2X6, 2x8 = (5) NAILS PLATE SPLICE 2x10, 2x12 = (7) NAILS '-0" MIN. SPLICE LENGTH TYPICAL TOP PLATE NAILING: SHEATHING, ".t==� 0.131x3" ND NAILS: 9" LVL, 11" LVL = (7) NAILS / (16) 0.131x3" NAILS ROOFS �, „ FASTEN ALL TOP PLATES SEE SPECS. >, ='" (2) 2x4, 14 LVL, 16 LVL = (9) NAILS rVENLY SPACED (3) TOGETHER HER w (3) ROWS Lou PontiBo and OF .131x3 @ 12' O.C. STAGGERED. Associates, Inc. 5-12d o" (4) @ 2x8. SYP#2 ROOF RAFTER, SYP#2 DBL. HEADER, \O�" M SEE PLAN. 420 Osceola Avenue FULL HEIGHT ANCHOR 6I�X; TOP PLATE PER PLAN FloridaJax. Beach, 32250 EITHER SIDE F PLATE Ph.242-0908Fax. 241-95557 I CEILING JOIST, HEIGHT CHANGE -\><1- L:CA# 8344 SC: CA# 3579 I SEE PLAN. I� 2x-BLOCKINC ONLY RAISED SYP#2 DBL. �� REQUIRED IF SHE RWALL _\TOP PLATE UPLIFT CONNECTOR, HEADER ARCHED TRANSOM OPTION:_ SEE PLAN. SIMPSON H2.5 OR 2x SPF DIAGONAL BLOCKING ti FASTENED w/ 3-0.131"x3" DROPPED STRAP FO EA. END TYPICAL. Ff � HEA11 DER TOP PLATE TEXTEND 2 BLOCKING AT ALL TYPICAL WALL FRAMING NOTES: PAST B BLOCKING- WINDOW ; v. I' SHEATHING JOINTS: 1. USE SPF 2 OR BETTER FOR -_-- ----- ARCHED ATTACHMENTS MUST FULL HEIGHT I 2x4 FLAT WISE. # ALL WALL STUDS.. TRANSOM LSYP#2 HEADER, ANCHOR INTO 2x MATERIAL, Ta OF I� FULL HEIGHT PER PLANS , ROD, SEE PLAN I FASTEN EACH END OPTION " n , I� FASTEN LOWER STUD ANCHOR, SEE �������' b °�''�� `Os•',��'.��w WITH 2-10d TOENAILS. TO TALLER STUD w/ SEE �1` 14 d■e.x3as w -i ONLY REQUIRED AT 2. USE SYP 2 FOR ALL TOP 2-ROWS OF 10d COMS RIGHT `f`' A L # PLAN FOR SIZE JACK AND ,�� L PLATES AND SOLE PLA rES. AND LOCATION KING STUDS, + :ss.s►ri``` I, SHEATHING JOINTS @ 12" O.C. WINDOW SILL SEE FOR EXTERIOR WALLS 3. USE SYP#2 FOR ALL TOP SEE PLAN SCHEDULE 3 S0.1 Luis A. PontiBo, PE TYPICAL SOLE FOR SILL SIZE AND WINDOW SILL SEE F L P E#53311 WALL SHEATHING, AND SHEARWALLS HEADERS S EE PLATE NAILING: SEE SPECS s 0.131x3" TOE NAILS: CONNECTION EACH SCHFOR 3/S0.1 SOLE PLATE ANCHOR: END SILL SIZE AND 1/2°'� x 6" LG (MIN REVISIONS DATE 4. ALL WALLS SHALL BE (3) @ 2x4, CONNECTION EACH „ I BALLOON FRAMED FULL 4 @ 2x6, 31 EMBED. iJ LI HEIGHT TO ROOF OR FLOOR ( ) END THREADED ROD �I BEARING ELEVATION, U.O.N. ON (5) @ 2x8. i' ANCHOR DRILLED & �I SEE DETAILS PLAN. PT. SYP#2 EPDXY w/2"O x $" I {� ON SO.3 5.) FASTEN BOTTOM PLATE OF SOLE PLATE PLATE WASHER, SEE SCHEDULE BELOW INTERIOR LOAD BEARING A A A A „ I II WALLS TO CONCRETE SLAB " I w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION, SEE PLAN FIELD ALTERATION FOUNDATION PLAN ADDITIONAL 12" „ CONTRACTOR SHALL CONTACT LOU 1 1/2 PONTIGO A ASSOCIATES PRIOR TO ANCHORS AT SHEARWALLSMAKING ANY STRUCTURAL FIELD WALL FRAMING AT WALL FRAMING AT MAX. MIN. WALL FRAMING AT ROMI THE I O ENT OF HE ORIGINAL L_-______-----J PLATE CHANGE CONDITION RAISED HEADER CONDITION FROM SOLE DROPPED HEADER CONDITIONCONSTRUCTION DOCUMENTS.ANY P LATE BREAK FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& SINGLE STORY ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR SOLE PLATE ANCHOR SCHEDULE INSPECTION FEES. - 1 YP. WALL SECTIONS 2 TYPICAL WALL FRAMING T THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE S0.1 SCALE: 3/4" = 1'-0" S0.1 ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE 3/8 40 16" . 2x2x 1/8" 31/2" 1 3/4" 1/2 48" 24" 2x2x1/8" 31/2 pp1 3/4 BOUNDARY OF SEE GENERAL NOTES. " RATED SHEATHING, MASA 48 24" N/A N/A N/A SHEATHING P F P W EXAMPLE PANEL OW SILL SCHEDULE EDGE w/ BLOCKING WIND WHERE REQUIRED BY ROUGH DROPPED HEAD MINIMUM END SYP#2 (2)124 TCE GENERAL NOTES. OPENING OR SILL PLATES FASTENER EACH END HEADER, NAILS E.E. 4'-4" (1)2x4 SPF #2 (4)124 TOE NAILS PER PLAN OPENING (MIN) un {2)2x4 OR NAIL SPACING AT , „ (5)12d TOE NAILS SUPPORTED EDGES 6 -4 (1)2x6 SPF#2 END FASTENER GENERAL NOTES 3 2x4 OR 8'-4„ ( ) (1)A34 + (4)12d TOE NAILS ' (3)2x6 SPF#2# EXAMPLE OF UNSUPPORTED 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS (UNBLOCKED) PANEL EDGE--,- SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN (TYPICAL) WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. HEAD OR SILL 0 PLATES SEE KING 8c JACKI SCHEDULE NAILING TO INTERMEDIATE STUDS SEE PLAN SUPPORT IS 6 O.C. MAX. ROOF ROUGH OPN'G, SEE ARCH. (UON) TRUSSES, OR FLOOR JOISTS. Ln �,3 WINDOW HEAD AND SILL FRAMING K-4 _- �SHEATHING NAILING DETAIL SOA SCALE: 3/4" = 1'-0" 50.1 / D FULL HEIGHT 0 n n ANCHORING SPECIFICATIONS 1/ }F LOCATE FULL HEIGHT _ PLAN j%41 ANCHORING SYSTEM: THE THREAD ANCHOR ON SIDE OF _ '.___ ED ROD ANCHORING NOTES. COLUMNS z WASHER i'F SYSTEM SHALL CONSIST OF 3/"0 A307 THREADED 1. TYP. CONNECTION AT STUD D JACK-TO-KING ASSEMBLIES, CORNER POST, ETC. 211- CORNER WHERE UPPER 2x4 BLOCKING ® ---- - -� '---' --- RODS, ORIENTED VERTICALLY AND ATTACHED TO THE TOP PLATE OVER LAPS �> FULL H T. FOUNDATION AND TO THE UPPERMOST PLATE AT THE @24 O.C. FASTEN SOLE DOUBLE - LOCATIONS INDICATED IN THESE DOCUMENTS. A 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY _ PLATE `___ FULL HT. ANCHOR '� ABOVE �6'� EACH END w/3-10d I / ANCHOR TOP PLATE. TOP PLATE PROVIDE A 2 x 2 x Y8 STEEL WASHER. IN ADDITION TO (2) FLYS N �1�- TOENAILS UPLIFT ` FASTEN WITH A NUT AND ALLOW AT LEAST 3 CONNECTOR 2x4 MEMBERS: DOUBLE TOP THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP,) "'<_ ® (1) ROW OF 10d PLATE SEE PLAN i i�"� rl-�. -- WALL STUD ,y NAILS @ 4 O.C. ROD INSTALLATION: AT ALL PLATE PENETRATIONS, o , WOOD OR POST. PROVIDE A HOLE IN THE PLATE %" LARGER THAN THE (4) ROWS 12d STUD BELOW FULL HEIGHT DIAMETER OF THE THREADED ROD USED, WHILE --� a_ 4-10 d _ THREADED R 0 D ----- - -- -L-- SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER FRAMING AT 12 O.C. 2x6 MEMBERS: LOWER TOP __ _____ -__T 1__ ____ SIMPSON CN W' OR EQUAL) MAY BE USED IN CASES EA. SIDE. PLATE AT BREAK OVER LAP DOUBLE COMMONS SEE PLAN - ° (2) ROW OF 1 Od7>1 1771, ELEVATION WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE TOP PLATES DETAILS "N N NAILS @ 4" O.C. w ROD SHALL BE INSTALLED APPROXIMATELY CENTERED (3) ROWS 12d � �' WALL INTERSECTION O 'A AT 12" O.C. 2 PLY 3 PLY STAGGERED ORTHOGONAL VIEW CONDITIONS IN HOLE. RODS MAY BE SLANTED FROM TRUE EA. SIDE. BEAM. BEAM. OF CORNER © %` FULL HT. VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO ANCHOR AVOID CONFLICTS WITH FLOOR AND WALL FRAMING, 2 3 PLY BEAMS 2x4 OR 2x6 POST THE NUT ABOVE THE UPPERMOST PLATE SHALL BE DO NOT SCALE DIMENSIONS FROM STEEL COUPLER AT SILL PLATE AT TOP PLATE SECURED OVER THE WASHER TO A SNUG-TIGHT THESE DRAWINGS.IF A DIMENSION IS CONDITION PLUS ONE-HALF TURN OF A STANDARD UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR @ (OPTIONAL, LOCATE WRENCH (APPROXIMATELY 30 FT.-LBS, OF TORQUE). CONTACT THE E.Q.R (3)ROWS OF 5" AS NEEDED} FLOOR FU LL HEIGHT ANCHOR INSTALLATION CHART DUE TO SHRINKAGE AND COMPRESSION OF BUILDING FRAMING TRUSSLOK CONTRACTORS SHALL RE-TIGHTEN NUT TO 30 PLAN NAME ENGINEERED WOODA C D E F FT.-LBS. OF TORQUE AFTER ALL TRADES ARE MORTENSON RESIDENCE CORNER WALL INTERSECTION FULL HEIGHT FOUNDATION THREADED COMPLETE AND PRIOR TO INSULATION. FASTENERS @ 24 o.c CONDITIONS CONDITIONS THREADED ROD- ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE DESIGN/DRAWN/CHECKED PER PLAN. HOLE HOLE SPEC. DEPTH DISTANCE CS JB LAP AS SHOWN SEE PLAN EPDXY ANCHORING: ALL THREADED RODS SHALL BE / / NOTES: 3/8 1/2"0 1/2"0 2x2x'/8 11 4" 4" 2" 3" DRILLED & EPDXY ANCHORED. SEE INSTALLATION DATE 1. OVERLAP TOP PLATES ATCORNERS AND INTERSECTIONS CHART FOR EMBEDMENT AND EDGE DISTANCE 01.09.17 2. DENOTES 3"x0.131" GU NAILS @ 6" O.C. VERTICAL 1/2 5/8 s/16 0 3x3x /4 6 6 2Y2 3 REQUIREMENTS SCALE 3-PLY EMBEDMENT 3 �� 3 " )) �� ,> �� ?' 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN _ 5/8 /4 0 /4 3x3x1/4 7.5 10 2Y2 3 AS NOTED 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE DEPTH LPA No 14 LVL AND GREATER MONO STEM MONO STEM 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE FULL HEIGHT ANCHOR QUIK-17-00008 OPTIONS ARE SHOWN WALL SECTIONp THREADED ROD INSTALLATION CHANT CONTROL No. I. s BUILT-UP MEMBER FASTENING 6 FRAMED WALL CIOR NER AND 7 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM SHEET �0_ So.1INTERSECTIONS ST DS CONFIGURATIONS so.1 SHEET 2 OF 7 I rrF L77F TPD57 LSTA12 FOLDED OVER TOP DOUBLE TOP PLATE PLATE w/5-10d NAILS CONTINUOUS OVER INTO TOP PLATE & 5-10d Lou Pont 6" Associates, HEADER NAILS INTO BEAM. SPACE etess,, and Inc. MAX @ 48 O.C. OMIT IF WALL SHEATHING IS INSTALLED 420 Osceola Avenue ax. beach Florida 32250 ON FACE OF BEAM Ph.242-0908 Fax. 241-9557 T ° ® 8d COMMON NAILS FL:CA# 8344 SC: CA# 3579 OO „ AT 3 O.C.(TYP) 2x12 OR (2)2x OR (2)2x4 SYP#2 LEDGER, 8—GUN 00 FASTEN TO ROOF FRAMING BELOW 8d COMMON NAILS L NAILS w — 2d NAILS AT EACH RAFTER. „ 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, tcstr FULL HEIGHT ANCHOR OR ROOF SHEATHING / 4 1 AT 3 O.C.(TYP) FASTEN TO ROOF FRAMING BELOW •. m u DTT2Z HOLD DOWN AT BASE OVERFRAME RAFTERS, SEE PLAN. w/ 4 /6 x4 LAG SCREWS NAILS � \ *�Q ,�� OF POST. CS18 @ BASE IF MIN. (2)2x4 WOOD AT EACH RAFTER. ROOF SHEATHING `• °° PORCH IS AT 2ND LEVEL. BELOW. & (1) ADJ. w N • � «° OPTION B TO PORCH HEADER. I••� OVERFRAME RAFTERS, SEE PLAN. '/16" OSB PANEL FASTEN • i r5l.. I•'I �-H3 RAFTER TO LEDGER PERIMETER WITH 8d `ATO •� ROOF ; L• AND LEDGER TO ROOF MEMBER. THESE STRAPS RAFTER COMS @ 4 O.C. '' . _� -s MAY B OMITTED w .aaa � ; 2x4 SPF#2 E 0 SIMPSON H3 w/ 10-8d COMMON 9) d,'fs t.a .X31 6 BLOCKING WHEN OVERFRAME �< NAILS FROM RAFTER TO LEDGER CONTRACTOR MAY USE A R LENGTH :/ AFTER LE 1 TIM DBL. TOP MAX NOTCH HEADER ALT. TO BOTH H3 ABOVE AND LEDGER TO ROOF MEMBER. °,—, s - � _ - Y4 BERSTRAND RIM PLATE BELOW TOP PLATE PRO IDE MTS12 OR CS16 DIRECTLY LESS THAN 4 —0 rte{ `� - %, BOARD AS AN ALTERNATE Luis A. Pontigo, PE I - T % TO THE OSB BLOCKING F L P E# ROOF MEMBER. BETWEEN OVERFRAMING RAFTER / , .� � .� 53311 :4AND ROOF MEMBER. ,` ,�' PANEL FASTEN TO FRAMING PORCH EXISTING ' ALL AROUND w/8-12d REVISIONS DATE 00 HEADER, ROOF MEMBER. %'f °.; ,��' TOENAILS 8-GUN NAILS— 0 SEE PLAN. AT PANEL JOINTS ADJACENT PROVIDE SOLID SPF#2 BLOCKIN EN FULL HEIGHT ANCHOR OR TO TIE IN OF OVERFRAME RAFT RS TO TRUSS FRAMING. SPF#2 ALL AROUND, DTT2Z HOLD DOWN AT BASE FASTEN TORSSE OF POST. CS18 @ BASE IF MIN. (2)2x4 WOOD TOP PLATE TRUSSES AND d PORCH IS AT 2ND LEVEL. BELOW. & (1 ) ADJ. COMMONS @ 4" O.C. OPTION A TO PORCH HEADER. OVERFRAME AT NEW ROOF OVERFRAME AT EXISTING ROOF OSB BLOCKING PANEL SH EARWALL FIELD ALTERATION SHEATHING. CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL 1 TYPICAL PORCH BEAM CONNECTIONK-2 OVERFRAME LEDGER DETAIL 3 (SSB BLOCKING ATTACHMENT FCONSTRUCTION IELD CMADEPRIORY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ASS5S MAY RESULT IN 0,2 \4,�S0,2 SCALE: 3/4" = 1'—O" DDITIOINALENGINEERING R S0.2 INSPECTION FEES. 2x4 BLOCKING. FASTEN KER 4-12d TOE IF TRUSS REACTION EXCEEDS J EA. END w/3-10d TOENAILS 2x4 OUTL , 0.C. / NAILS 2 EA 23001bs PROVIDE CRIPPLE STUDS @ 24 O.C. ( �..�..) SIDE) DIRECTLY BENEATH TRUSS ROOF SHEATHING, RAFTER, 4-12dTOENAILS � A B ID � SEE PLAN SEE PLAN 2x4 VERTICALS @ T C) 24 O.C. FASTEN TOP & BOT e DD D D W s w/2-10 COMMONS C C 2x4 DIAGONALS. ° ° ' C C FASTEN TO VERTICAL 2x4 c la ° 2x4 SPF#2 _ w/4-10 COMMONS a a @ 16 O.C. MP34 ANGLE FROM _11_/�_C C a s a s a s C C 2x8 BLOCKING TO DOUBLE TOP PLATE HEADER DOWN CONNECTION HEADER UP CONNECTION DOUBLE TOP CONNECTION CONNECTION Ln PLATE CALL OUT UPLIFT CONNECTOR CALL OUT UPLIFT CONNECTOR 4-1 '= 71 2x4x8'-0" LONG 2d WALL A H2.5T @ 32 O.C. TOP & BOT A LS18 @ 32 O.C. CEILING JOIST, ALIGN FLATWISE. FASTEN TO TOENAILS SHEATHING B SEE PLAN B SEE PLAN WITH ROOF RAFTERS CEILING JOIST WITH 2-12d COMMONS BLOCKING @ 48>► 2x— WALL O.C. � — C 1 MSTA24 STRAPS _.._ u_ STUD __... � .( �-..- (2)CS16 STRAPS _...M. ..._.-...n .�.__ ALIGN WITH GABLE VERTICALS. D FULL HGT 5/8" THREADED ROD D FULL HGT 5/8" THREADED ROD FASTEN TO VERTICALS w/ 4-10d COMMONS 4 GABLE END BRACING WHEN 5 HEADER TIE DOWN �_2NOTES: 1. SPACE GABLE END BRACING @ 4'-6" MAX. NOTED So.2 THIS DETAIL ONLY APPLIES WHEN NOTE ON PLAN 2. ALL MATERIAL TO BE SYP#2 DESIGN CRITERIA. AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS,IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. l PLAN NAME MORTENSON RESIDENCE I DESIGN/DRAWN/CHECKED CS / JB LAP DATE 01.09.17 SCALE AS NOTED LPA No. QUIK-17-00008 CONTROL No. SHEET V OFFICE �,C r S002 SHEET 3 OF 7 I i I i Fr, ,777 3/4" DEEP SAWCUT w/ L P ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN I & A ti. Lou Pontigo and NOTES: Associates, Inc. TYPICAL WALL FRAMING 1) PROVIDE SAWCUTS TO CREATE 420 Osceola Avenue AND ANCHORAGE PER APPROXIMATE 12' X 12' MAX. SQ. CONSTRUCTION SPECS. lax. Beach, Florida 32250 Ph.242-0908 Fax, 241-9557 2) SAWCUT CONC. SLAB WITHIN 4 FL: CA# 8344 SC:CA#3579 TO 12 HOURS OF CONC. PLACEMENT. MA CH DOOR 3/4" SLAB ON CUT DETAIL WITH, SEE ARCH. RECESS BRICK VENEER IS 2 SA V V SLAB ON GRADE WALL FRAMING , ACCEPTABLE WITHOUT �I ' ' if ) )) . - Q a1 ". * 'a'`4e ir 41 a � SEE PLAN. S0.3 SCALE: 3/4 = 1 —0 ,. GRADE, �� o INCREASE OF FOOTING SEE PLAN. ' f SIZE. a P VING 0 o z STEP, SEE ARCH. PLAN. N B Y BUILDER ,> s, BRICK VENEER) � SLAB ON .� 12 x12 1 5 CONT. _ __ ` ALT. FOOTING A T '`` # __ __ GRADE, y " 'Tri o SEE ARCH. .- N �-`'` • ; ILDERS DISCRETION. DETAIL 4B } B U E.J. — .w�_: . _ ,-f ,V.,.^. s 4 / ,- SEE PLAN. - ,� ¢ ��� ---- - ---`r MATERIAL #3 @ 48 0.C. OR � 1 SLAB ON -��� .�"'� ,.��,.,; �, �`'� '°' ` o;frlf►we},;.� 1 ,� ROD CHAIRS (TYP.) STEP SEE � ,� � � - GRADE, . „ .. - �'` � - L u i s A. P o n t i S o, P E 12 1—STORY, w/(2)#4 CONT. ARCH. � ,�,-�; SEE PLAN. ! / .. ` -'',r �.-- -' - °., F L P E#5 3 3 1 ] , ; k •�,� ' 1f (4" M AX.) EQUAL TO SLAB ,r£°� ,-. _.3„ 16 2—STORY, w/(2)#5 CONT. ° THICKNESS. � ' - 8"x16" 1—STORY, w/(2)#5 CONT. REVISIONS DATE 4 THICf<ENED EDGE » .> fr 6" 6"x8" EXTENSION FOR BRICK LEDGE ADD 1—#5 CONT. 8x8 DETAIL 4A $ x20 2—STORY, w/(2)#5 CONT. mp # w/ 1 —#5 CONT. BRICK LEDGE DETAIL 1 S0.3 MONOLITHIC EDGE FOOTING 3 SLAB RECESS 4 THICKENED SLAB 5 MONO FOOTING AT STEP DOWN S = V-0 >, S0.3 SCALE: 3/4"=1>-0„ S0.3 SCALE: 3/4„ = 1 '-0,f SCALE: 0.3 SCALE: 3/43/4"-1'—�" FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO " MAKING ANY STRUCTURAL FIELD DRILL 4AND EPDXY 1—#3x24" MODIFICATIONS WHICH MAY VARY HORIZONTAL DOWEL BARS FROM THE INTENT OF THE ORIGINAL 24" O.C. (TYP) CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO£t ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU.YD. OF CONCRETE OR 6x6 W1.4xW1.4 EXISTING SLAB WWF ON 6MIL VAPOR BARRIER ON GRADE IN PREPARED GRADE. WALL FRAMING 00 ® 2—#5 Q CONT. a , .,... ry (n `' SLAB ON -- ,�X , ----------I— --=�— - ---- GRADE /dot °:.rf c 4¢ , `-SEE PLAN. DD __ J I ✓ w OPTIONAL� x1s 2 FLAIR w/(2)#5 CONT. NEW FOOTING TO EXISTING /-- 7 BEARING T INTERIORtoll SO.3 SCALE: 3/4" = 1'-0" S0.3 0 Lf) Lf) Ln i FOUNDATION DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME MORTENSON RESIDENCE DESIGN/DRAWN/CHECKED CS / JB /LAP DATE 01.09.17 SCALE AS NOTED - LPA No. QUIK-17-00008 CONTROL No. I , SHEET OFFICE CCPY S003 SHEET 4 OF 7 I SYMBOLS LEGEND ————— DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE U-77. INTERIOR LOAD BEARING WALL DESIGNATES SLAP RECESS Lou Pontigo and BEAM OR TRUSS, SEE PLAN Associates, Inc. 420 Osceola Avenue Jax. Keach, Florida 32250 Ph. 242-0908 Fax. 241-9557 F L: CA# 8344 SC:CA# 3579 �, , sKnanrrc d�� P✓pd w� No.5331 op o PROVIDE SAW CUTS PER 2/S0.3, BUILDER TO ■ TA 0= o COORDINATE WITH FINISH FLOOR MATERIAL. NA NEW MONO FOOTING 4" CONCRETE SLAB w/ FIBERMESH TO EXISTING FOOTING Luis A. Pontigo, PE Q 1.5 LBS/CU.YD. OF CONCRETE OR 1 w/ 2—#5x30" DOWELS i 4" CONCRETE SLAB w/ FIBERMESH FL P E#5331 I 6x6 W1,4xW1.4 WWF ON 6MIL VAPOR SD.3 I EPDXIED 6 MIN. 4A BARTER IN PREPARED GRADE. I 1 SLO.3 1,5 LBS/CU.YDm OF CONCRETE OR REVISIONS DATE SO.3 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARIER IN PREPARED GRADE. amigaiiiiiiiii— VIN 4 a a: 'a ,e A'+.•, '. . P f9.^. n' .b' .. a. n • n r ��— .4. I,, -.;.,.,:..!'' :• 3.:.a'"'`•+ "a'.s C • f a: .,+ � ' . . 'i1' :•- ,n s ,a" e. #,n .•• .�.'a......r..,r ','.A.. .+—.a4:�r tr•�. y. ��a,• f' •m a'•g a4 f- �;i n •a+' �♦ ''4 4A •f '£ ra"• R yn' A'q ••r1. w.. ..,. r# 6 a•` 3• f A r Y a d•' aye `Ji, ...a'! •i'``�: ''9 /.3 •gym a P- •d^ n •'d r mss'+ 't'• t 1 .na. •a d M '1 n e rn .. sa ..: .gym ,;� .d `': :'a•: 3' �' b 3.. ,N' 44 ,1/'I' . ♦m .3 '. SO ' 4 f .a 4n. a. u' j. ! 'Q � ,. ',ad..y.; ..r. *ng'od.' '.,• .w�u.a "efa.a - - # � _ •' n..n 6 . r. !, FIELD ALTERATION <a .F p ,e, .•,fY', :.n r AWC NEW MONO FOOTING _ •a n ••a ..•;. A ..• m+ •' , ,:,„. :,,. . :n1• ': •,. ;dt,` CONTRACTOR SHALL CONTACT LOU TO EXISTING (DOTING ,. `t+a's`r •' e f :•a.'. 'e '+`=r :. PONTIGO&ASSOCIATES PRIOR TO /S Y MAKING ANY STRUCTURAL FIELD ^f DOWELS / 7T30 MODIFICATIONS WHICH MAY VARY . ". „ I N. ' n ” f "c '•'` =s' `" �.'' ° y FROM THE INTENT OF THE ORIGINAL IED .. . ,:�,�.:�•• �La' , . •. CONSTRUCTION DOCUMENTS.ANY .. w "":, ,`•' , � ::• ' n - FIELD ALTERNATIONS MADE PRIDR TO BEING APPROVED BY LOU PONTIGO 8 ' _,;• ''r' " ••"J d "�,' � I -'` .._,' — A55OCIATES MAY RESULT IN r F f ADDITIONAL ENGINEERING OR NEW MONO FOOTING — v— m 6 r°f INSPECTION FEES. TO EXISTING FOOTING r 50.3 w 2— 5x30 DOWELS 6 EPDXIED 6 MIN. U.1) s DRILL 4" AND EPDXY /1—#3x24" HORIZONTAL DOWEL BAR @ 24 O.C. (TYP.) 1 ,- .�,` .: ,� ,� `�° , �,,�', rf %' f •�` EXISTING FOOTING EXISTINGSTRUCTURE TO �,° REMAIN UNCHANGED EXISTING FOOTING--// OOTI UNLESS OTHERWISE NOTED. 71 z L1J EXISTING FOOTING V ! 4< Ln � V Rj FOUNDATION PLAN SCALE 1/4" = 1'—O" FOUNDATION a PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS,IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME ___'**'*) INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS MORTENSON RESIDENCE HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF F ' DESIGN DESIGN/DRAWN/CHECKED � DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR CS / JB /LAP STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY DATE VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR 01.09,17 SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING FOOTING SCHEDULE AND NOTES SCALE BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR AS NOTED DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR TYPE LENGTH WIDTH DEPTH BOTTOM BARS LPA No. ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL RE PAIR/REPLACE ANY F2.0 2'-0" 2'-0" 1'—O" 3—#5 EA. WAY BOT. QUIK-17-00008 DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO, RELATED TO THE CONTROL No. CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, — STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER REFERENCE ONLY. SHEET MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING 2. FTGS. & FND. SHALL BE IN ACCORDANCE w� LOCAL BUILDING CODES. S10 CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED • PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 5 OF 7 I SYMBOLS LEGEND rFF INTERIOR BEARING WALL. DESIGNATES SHEARWALL. THE HIDDEN -------_— LINE DESIGNATES SIDE OF WALL THE SHEARWALL SHEATHING TO BE APPLIED. SW 3"/6" 8d @ 8 DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE LOU POnt1O anCl FIELD" Associates, Inc. DESIGNATES THE NUMBER OF PLY'S OF 420 Osceola Avenue (2)2x8-1/2 HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. jax. Beach, Florida 32250 Ph.242-0908 Fax. 241-9557 -- BEAM OR TRUSS, SEE PLAN F L:CA# 8344 .SC: CA# 3579 ANCHOR LEGEND „ A307 DIAMETER THREADED ROD g3tSs>tltjrer� TERMINATES AT FIRST FLOOR TOP Ltititi' a44 4 PLATE, SEE DETAIL 7/S0.1 ti`�y g�,+�it's A307 DIAMETER THREADED ROD 40. :�� 4.r ` �T �°� o TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 7/S0.1 N 31 • WALL STUD SCHEDULE w . ,+; T OF PLATESTUD SIZE ` LOCATION HEIGHT & SPACINGp� nipa*s ,ti` •J' S'1 y.r�'t S;y 7 a y KS y P � ,4,tii IV EXTERIOR 2x4 SPF#2 0 16” D.C. MAX TRAP HEADER PER10,-1 S EXTERIOR 1 1 MAX2x4 SPF#2 �? 12" 0 C. ,•4z}�.<si4a DETAIL 5/SD.2. — Luis A. Pontigo, PE EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" D.C. 14'-0FL PE#53311 sw 3"/6" I S W 3"/6" . SHEATH CONT. INTERIOR IM_ A°11 2x4 SPF #2 @ 1fi" O.C. ° I I; 12'-0" 2x6 SPF#2 016" O.C. REVISIONS DA THRU BUMPOUT. INTERIOR TE (2)2X —2/2 I 5 MAX 2x4 SPF#2 ® 12 O.C. _ I I STUB NOTk^_S: _._ 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. \ I Q I I CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS. I _ 2x6 SYP#2 CEILING I or X I JOISTS @ 24" O.C. 3.) SPFPNENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN N L I 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. — X 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLSFIELD ALTERATION TO CONCRETE SLAB W/16d MASONRY CUT NAILS CSP 16" O.C. MINIMUM. SEE 2/S0.1 FOR ADDITIONAL ANCHORS AT CONTRACTOR SHALL CONTACT LOU § SHEARWALLS PONTIGO Et ASSOCIATES PRIOR TO j MAKING MODIFICATIONS WHICH MAY VARY NY S3.O ___... _._ FROM THE INTENT STRUCTURAL FIELD N ENT O THORIGINAL. S3.0 I GENERAL NOTES W' ? CONSTRUCTION DOCUMENTS.ANY z Im 2x8 SYP#2 CEILING JOISTS _.- ---�-_ BEAM ABOVE I�w._.._ _ ... _ate FIELD ALTERNATIONS MADE PRIOR TO -- BEAM ABOVE - __ �� I — — —i � � � BEING APPROVED BY LOU PONTIGO 8 _ -- 1. SEE DETAIL 2/50.1 FOR WALL FRAMING DETAIL. SEE WALL — _ 7 7STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT ASSOCIATES MAY RESULT IN Q 24" O.C. PAIRED I _ GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH SEAM/GIRDER PLIES. ADDITIONAL ENGINEERING OR INSPEC W/ROOF RAFTERS. TION FEES. (5)2x4 SYP#2 (2)2x4 S1 . f 2. SEE SHEET SU.O FOR ROOF AND FLOOR SHEATHING POST. POST. � SPECIFICATIONS. (3)2X4 SPF#2 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES POST. (BEAMS,S�EADER, AND STUDS) FASTEN PLIES TOGETHER PER DET I � f EXISTING STRUCTURE TO 5 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2,150.1 REMAIN UNCHANGED I _ UNLESS OTHERWISE NOTED. I EXISTING STRUCTURE TO REMAIN UNCHANGED r� UNLESS OTHERWISE NOTED. V J W LJ'' FI T LEVEL WALL FRAMING PLA SCALE: 1/4" FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S0.1 2. ALL BUILT—UP POST, HEADERS 8c BEAMS SHALL tE FASTENED PER 5/S0.1 FIRST LEVEL WALL F RAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. INFORMATI SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS PLAN NAME HAVE BEE OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF MORTENSON RESIDENCE DESIGN IN UDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR DESIGN/DRAWN/CHECKED STRUCTUR . THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY CS / JB /LAP VAR`('' FRO INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR DATE SHALL VERj Y ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING 01.09.17 BEFORE B INNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/R SCALE DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR AS NOTED ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY LPA No. DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING QUIK-17-00008 CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY CONTROL No. BRACING/'SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR O-HER - MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNE- SHEET DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. S2,80 SHEET 6 OF SYMBOLS LEGEND HTS16 DESIGNATES UPLIFT CONNECTION. FRAMING PLAN NOTES: t� 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.O. Lou P o n t i 8 o and 4. FOR TRUSS UPLIFTS UP TO 2200 LBS.,, CONTRACTOR As so c i ate s, I n c. MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, 420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE Jax. Beach, Florida 32250 FROM EACH OTHER. Ph.242-0908 Fax. 241-9557 FL: CA# 8344 SC: CA# 3579 16dA 5 h g ,p g.t^fvY»kit A .,�``'„� J ,qtr'►+4�„�iw:d `"�4*,Ta3' �`'.�� O y No.633 Q r s OF O (2)2x4 SPF#2 KING POST �+ , ���� ♦* `*f yam ` DIRECTLY BELOW RIDGE BEAM. FASTEN TOP AND BOTTOM w/ 2—H TS16. Luis A. Pontigo, PE FL PE#53311 2x6 SPF#2 ROOF RAFTERS @ 24" SO.2 50.2 REVISIONS DATE O.C. (PAIR w/ CEILING JOISTS.). I aJ L '' 1 �✓ ,.mss,, + ._ - r� � u_. p_�_ _ v_.. _. _ ._ m__w. _— 2X5 SPF#2 ROOF ° L� ,;. CRICKET BY s RAFTERS Q 24" O.C.; 2x6 SYP#2 COLLAR x A35 o X BUILDER. „ it o � !t ` 2 2x4 BELOW EACH RAFTER. TIES w/ 6-10dx3 CIl/ V \X111x/­, ,H ) FIELD ALTERATION EA. END (TYP.). I� N TRAP POST TOP AND t CONTRACTOR SHALL CONTACT LOU 0TTOM w/ 1—H2.5T (TYP.). PONTIGO&ASSOCIATES PRIOR TO J L t MAKING ANY STRUCTURAL FIELD .g MODIFICATIONS WHICH MAY VARY NEW RECESSED 2—PLY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY 11.25" LVL BEAM, SEE �{2)HTS16 - � , I �{2)HTS16 FIELD ALTERNATIONS MADE PRIOR TO SO. \ BEING APPROVED BY LOU PONTIGO& DETAIL 1/S3.0. �i F fl I ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR — N E W — — '`,. __ INSPECTION FEES. (2)HTS16 RECESSED 2—PLY 11.25" ,, , 7la- wLVLco BEAM, SEE DETAIL 1/S3.0 0 _ 1 (3)2x4 SPF#2 KING POST I, DIRECTLY BELOW RIDGE ' j a °k . FSTEN TOP AND 1 " BEAM. A BOTTOM w/ 2—HTS16. ,- XISTING STRUCTURE TO L ' REMAIN UNCHANGED A LESS OTHERWISE NOTED. OVERFRAME LEDGER SEE DETAIL 2 SO.2. I a OVERFRAME LEDGER I �1 r SEE DETAIL 2/SO.2. e. INLf) I I / EXISTING STRUCTURE TO REMAIN UNCHANGED UNLESS OTHERWISE NOTED. \Ir �✓ ! Li R, i ROOF RAFTER N TES: STRAPPING NOTES 1. STRAP TRUSSSES AND ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT STRAP UNLE S OTHERWISE NOTED. ROOF FRAMING PLAN SCALE: 1/4" = 10-000 ROOF NOTE: MI- GJ1 MIN1. FASTEN R OF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND \ UPLIFT CONNECTOR, SEE PLAN. PLAN IMPORTANT NOTE: . n b� . DO NOT TRIM RAFTER. DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR EXISTING ROOF CONTACT THE E.O.R. RAFTER. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS PLAN NAME. HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF MORTENSON RESIDENCE NEW BEAM, DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR DESIGN/DRAWN/CHECKED SEE PLAN. STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY CS / JB /LAP VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR DATE SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING 01.09.17 BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR SCALE. DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR AS NOTED NEW LUS262 EXISTING CEILING ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY LPA No. DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING RANGIER {TYP.}. JOIST. Q CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY CONTROL. — C�NTftOt. o No, BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER 1MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL SHEET SECTION DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING �-o SCALE: 3/4" — 1'-0" CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. S300 SHEET 7 OF 7