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971 AMBERJACK LN RESA18-0026 ADDITION PERMIT i,tvi:. RESIDENTIAL ADDITION PERMIT PERMIT NUMBER .S r;,,,,* 'Jig?,* fug �' , "; RESA18-0026 �� ,m ,' CITY OF ATLANTIC BEACH '1� ' . x ISSUED: 11/14/2018 800 SEMINOLE ROAD a.219r ATLANTIC BEACH. FL 32233 EXPIRES: 5/13/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: RESIDENTIAL ADDITION SINGLE front porch addition & 971 AMBERJACK LN OR TWO FAMILY RESIDENTIAL $150000.00 ADDITION interior remodel TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 171173 0000 ROYAL PALMS UNIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: BEETREE HOMES 13361 Atlantic Blvd JACKSONVILLE FL 32225 OWNER: ADDRESS: CITY: STATE: ZIP: LUNDGREN ERIK 971 AMBERJACK LN ATLANTIC BEACH FL 32233-4226 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 11/14/2018 1 of 2 - -.S'...A.Nf RESIDENTIAL ADDITION PERMIT PERMIT NUMBER t- CITY OF ATLANTIC BEACH RESA18-0026 800 SEMINOLE ROAD ISSUED: 11/14/2018 �`: TiATLANTIC BEACH. FL 32233 EXPIRES: 5/13/2019 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. I 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell"s,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $630.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $315.00 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $15.68 STATE DCA SURCHARGE 455-0000-208-0600 0 $10.45 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$1,171.13 Issued Date: 11/14/2018 2 of 2 1-tv;.,,, City of Atlantic Beach APPLICATION NUMBER �� Building Department (To be assigned by the Building Department.) 800 Seminole Road ` Q �.. .. .. �� Atlantic Beach, Florida 32233-5445 t J/ l Uw11 b • Phone(904)247-5826 • Fax(904) 247-5845 g? E-mail: building-dept@coab.us Date routed: 9/L-1, L-1, �Lg City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: oil . A i -Ctc_.Lv\. Department review required Yes No u iffd n� Applicant: N-C1f0-1-- • : oning ,^'' 1 Tree Adminis ra or Project: coCC,(A col 4 ��c °�' tr-I61 ubli orks u lic Utilitie Y tub Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date r. 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 Reviewing Department First Review: ❑Approved. K1Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: rn Date: /ZZ fi TREE ADMIN. Second Review: A roved as revised. n pp Kenied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: //'. '? FIRE SERVICES Third Review: ❑Approved as revised. (Denied. [Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ' Building Permit Application Updated 12/8/17 �J t�f �' City of Atlantic Beach 800 Seminole Road,Atlantic Beach, FL 32233 Phone:(904)247-5826 Fax:4N�� (904)/ 247-5845 ` " �j Job Address: / 7/ C._iilr 2,4,, / %. 4 F'MC% Permit Number: (2_(,-v A ( Wv-C/ Legal Description L;p1L /% B/ock V 4 // Zs( /%N,,,51". 7/ RE# / 7'� 3— 0000 Valuation of Work(Replacement Cost)$/,5-1 ,4,4-) Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Additio Itera�j.on Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercialsi ern. • If an existing structure, is a fire sprinkler system installed? (Circle one): Yes @ N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed:4r#r40,,.,.y4gAt.4-11/[e- ,/-,,p-/- imvog_ s //,-teat,/ e_0„,f ,a+cc 4 .44)'?:a. -sov Florida Product Approval # for multiple products use product approval form Property Owner Information Name: gie,tk,e--6‘,N,k Lu,,.,-1-9.c ery Address: g7/ ,4ri6,,ac.j o% 24-y,e City ,Q- -Airv/sc Cwt c!. State GL Zip ? z z 3 3 Phone E-Mail Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information / / Name of Company: /� //'eC .ueS Qualifying//Agent: ,C./2srii."wd /7 cel Address /33Z,/ 4,'-/#L r /1.. 1 City_./�ttcto,.u...1-/6r State (-:::.'L- Zip ?ZZZ Office Phone gc,7 }` 5-'6 y/o v Job Site/Contact Number 9c V 5-040Z 2 91,z State Certification/Registration#G!73c iZ ..c i'.-liV E-Mail C/4,4_1,45'6-44- (c:a W -/-4,0re-s , c,..).-iA Architect Name& Phone# Engineer's Name& Phone# Lo..,--Pc,,,--1-. n: A--,s pc, -(z S •- 942 f -Z'12 - p10 Workers Compensation ...Xvg,�.c,l,-rezf«a- Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts,state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECO; - N Y UR NOTICE OF COMMENCEMENT. O' (Signature of Owner or Agent) (Signature of Contractor) (including contractor) Signed and sworn to (or affirmed) before me this day of Signed and sworn to(or affirmed) before me this fl day of �.)Ll.r,e , h0 1$ , by \ a.m.. Oc�er .�,,;;�,Br,,, CtiARLC� YJSEA % "� ..• i. • MY COMMfSSION#GG 114416 ' °z. EXPIRES:June 13,2021 r�- • d ThNotary Public Urx(£ti�1�4L of Notary) IAN steNeil '•aFo�F�o,.• Bonded ru ���Na,'� , ignatu $, Notary Public-Stats of Florida [ ] Personally Known OR i (g [4ersonally Know l'£ Commission#FF 925578 [ ] Produced Identification ( ,//� 1 (I'' [ ]Produced Identifi t.rg 3 My Comm.Expires Oct 21,2019 Type of Identification: JJJ✓✓✓rrr Type of Identificatio ''Al,' Bonded thrcuph National Notary Assn. ti r1 J'-l' 1 OFFICE COPYC! df if. ' UV L Ty OF ATLANTIC BEACH 1 800 Seminole Road ' -111 J " Atlantic Beach,Florida 32233 i OCT 1 8 4 ',t ' 2018 � �l f tmJ REVISION REQUEST/CORRECTIONS TO PLAN`REVIEW COMMENTS Date /0/////g Revision to Issued Permit Corrections to Comments .7-Permit# h{rG54 r 143 ob '(e Project Address ! 1 j P wigeP JPc C Lt-► Contractor/Contact Name K14-r z&Pc Phone qri-E— Ce 31- 0/0 Email -4 i9 -5(...”Aageew-ez-rioickt5 Description of Proposed Revision/Corrections: Permit Fee Due $ ,Od (,m n.'.e s F(2--D r of-- �v6LjG LJolaK 7_O t-1 (n9 vd Additional Increase in Building Value $ N,c\ ._ Additional S.F. N iN/ (0,14 By signing below,I 7011-1-k QG O d Q e- affirm the Revision is inclusive of the proposed changes. r inted name) / 100, Si1:6_///78 atu of Contractor/A : ontractor must sin if increase in valuation Da e � g g ) (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments De.artment Review Required: Buidi"f ng�� nun. z ming Reviewed By drup:Administrator co k Public Utilities Public Safety Date Fire Services A 'k CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD OFFICE COPY ATLANTIC BEACH, FL 32233 (904)247-5800 BUILDING REVIEW COMMENTS Date: 9/21/2018 Permit#: RESA18-0026 Site Address: 971 AMBERJACK LN Review Status:denied RE#: 171173 0000 Applicant: BEETREE HOMES Property Owner: LUNDGREN ERIK Email: chuckhosea@beetreehomes.com Email: Phone: 9045164100 Phone: 9045022942 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Corr tion Comments: Missing RE#on permit application, application considered incomplete. Missing Engineer's name and contact phone number, application considered incomplete. From the 2017 FBC-Existing Building, 6th Edition, choose a method of construction compliance/alteration level. Place this information on page A-1 of Bee Tree Homes design drawings under APPLICABLE CODES; or on page SO.O of L. Pontigo's structural drawings under DESIGN /CODE. 2 Copies needed. Florida Product Approval Information Sheets from the A.B. Building Department need to be filled out for the components and cladding items on this project. FL#s with R values at the end of number will not /be accepted.Numbers shall be for the exact product to be installed. 2 Copies needed. V From the LUNGREN RESIDENCE—FRAMING PLAN, on page A2, access to either bathroom do not meet the requirements of Section R320 ACCESSIBILITY when it comes to access to ground floor bathrooms. This alteration level also requires that FLORIDA BUILDING CODE,ACCESSIBILITY ALSO shall be followed. FBC-Existing Building 806.1, FBC-Accessibility, Chapter 2, 201.1 Scope. Choose one of the bathrooms to have a minimum of 29 inch clear opening(2ft flinch door). I the master bedroom is chosen,then all egress doors to that bathroom need observe the 29 inch clear opening /tequirements. 6! Window sill heights at both bathroom windows could determine that tempered glass is required. Verify and confirm that the sill height is greater than 60 inches above walking/standing surface below. FBC- Residential 2017 6th Edition, R308.4.5 Glazing and wet surfaces. 7. This alteration will also require that 804.4.3, Smoke Alarms, from the Existing Building Code, Chapter 8, be followed. 8. I will be attaching a pdf file that is a summary of the significant changes to the 2014 NEC, many of / which pertain to residential work, and will pertain to this project. W. The permit application states that there will be a front porch addition. There was no details in the design drawings other than the mention of NEW COLUMNS shown in the FRONT ELEVATION on page A2. Erna,l / VC-eV; ew Cv ro N^ Wz-/// rs,:11,1-1P.1-1:4_, i , lr� ',� GE,l q� E I!�� i _( � ' j t��/' L ,, Y OF ATLANTIC BEACH r . s'' r Cr '' II 800 Seminole Road r Ar% ) ! i s 1:.) �r QST 2 9 2018 � � Ili(I Atlantic Beach,Florida 32233 lin E OCT 1 8 7018 ttIli I'' P�Ji31� (If S' t ,j �Q BY: f REVISION REQUEST/CORRECTIONS'10 YL RFWIE- COMMENTS Date /c/ii//tgi Revision to Issued Permit Corrections to Comments .'Permit# g 5 ' — 19 -00 (0 t: Project Address -1 1 Ange2-zAc-K L-t-4 Contractor/Contact Name JCA-r 2 c'UPc f 4 pr - Phone q01-4-Ce 31-6`U/0 Email a� --3- v, geel e-ce-.1-'v 4 Description of Proposed Revision/Corrections: Permit Fee Due$ Corn rwes pz r 0-© oc.,-- " ueLiG c oa( to t-F i&-R-- Additional Increase in Building Value$ to�� Additional S.F. H / (prim By signing below,I '3D I-+-1-k. Q. Go 0 P e.- affirm the Revision is inclusive of the proposed changes. inted name) Signatu of Contractor/Ag; t ontractor must sign if increase in valuation) Dae / (Office Use Only) Oel-e 7nJ441 IT 5on kiva% Approved Denied ' " G r�. o� _2 hQ v` Revision/PlanReview Comments Plans -bo lav-, e,-It PAY Al,�-S C ��,;� CO 111'.9 IN l co De'artment Review Required: b� �e' Bui ding mine : ming Vr-Rf- Tree AdministratorCEupTc Works ,1 I 11,5 it i Public Utilities 1 1 p3" Public Safety 'A, Fire Services CITY OF ATLANTIC BEACH 800 Seminole Road P`'`'' r Atlantic Beach,Florida 32233 l _____9 -1-: -.)1111-)',- REVISION 1-: J,SI1-)rREVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS DateRevision to Issued Permit Corrections to Comments ✓ Permit# P519/S—OGa6 1�0,/i r' Project Address 7 / /I- /5C Contractor/Contact Name ,11V"A 0 s � e// c Phone �� 5-6) '��1 Email e../ el,e .�� �C �S ,-o„.-c Description of Proposed Revision/Corrections: Permit Fee Due $ 50 ,(2C2 Th •w i-) e 1 Cel Additional Increase in Building Value $ Additional S.F. By signing belo (?F4- / c. )C‘3"vek- affirm the Revision is inclusive of the proposed changes. (printed name) 4,4 � VI/ 8 Signature •f C R i;; r/��j '. actor must sign if increase in valuation) Date lii (Office Use Only) ApprovedAr'..--- Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: ui int Panni &Zoning eviewed By Tree Administrator Public Works l � -/ e Public Utilitiesi'` Public Safety Date Fire Services (ry " � `�� CITY OF ATLANTIC BEACH 9 800 SEMINOLE ROAD .I ;) u ATLANTIC BEACH, FL 32233 (904) 247-5800 ` Ji3l9r BUILDING REVIEW COMMENTS Date: 11/2/2018 Permit#: RESA18-0026 Site Address: 971 AMBERJACK LN Review Status: denied RE#: 171173 0000 Applicant: BEETREE HOMES Property Owner: LUNDGREN ERIK Email: chuckhosea@beetreehomes.com Email: Phone: 9045164100 Phone: 9045022942 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. The Building Department only has one copy of the revised design plans from BEETREE Homes. Please submit another set of the revised plans dated 10-2-2018. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us 2na 3rd er-Of 114-1 P.ev;.et,.. Cc' yr off-{.1 i f- 2 -I i - flAsaZ Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. o.AL�l , City of Atlantic Beach APPLICATION NUMBER , ‘ Building Department (To be assigned by the Building Department.) ' ' ' A )'-'• 800 Seminole Road , .-__ , Atlantic Beach, Florida 32233-5445 eeS Ai T —0`A,1 ri 6 "g#Y Phone(904)247-5826 • Fax(904) 247-5845 '763100. E-mail: building-dept@coab.us Date routed: 9./ N, (Lg City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 9 'k l ,6,i f ,t._LtA, De artment review required Yes No uirdiri -, Applicant: N-Q:11Q L Vb!Y`-Q, ) ,.Plan oning Tree Administrator Project: - -Dr\� CC,(A t.--1- ix\ + t J i4y blic`Work� () d u lic Utiliti Y (1-�t Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By --IL Florida Dept. of Environmental Protection It 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: Approved. 71Denied. I INot applicable (Circle one.) Comments: BUILDING ee d 5v(krey PLANNING &ZONING Reviewed by:_, / Date: "17- j D ZTREE ADMIN. Second Review: Aas revised. Denied. Not applicable PUBLIC WORKS Comments: . ) PProved PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: 49" Date: 0-3 (- 1 Y FIRE SERVICES Third Review: ❑Approved as revised. (Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 0-AP J-41---.)) ( '",, v, OF ATLANTIC BEACH s'64 IL-1k* ' f --ii 800 Seminole Road ,, < j ; Atlantic Beach,Florida 32233 �f1 iiiir) ! L11 OCT 8 € I ;I I_ a y y F i REVISION REQUEST/CORRECITONSTO PLAN-REVIEW IEW COMMENTS Date /ON/g Revision to Issued Permit Corrections to Comments Permit# R J`'/1' : l9 —voaX( q` o Project Address -1 I lkangeP.�ACiC j_Nt Contractor/Contact Name -r. U.Pc f 4 G — Phone clO14- ce31—(e0/d Email aCs' "1) Ageeg-c,P.-1\,x Description of Proposed Revision/Corrections: Permit Fee Due$ Con v..e A44 t1z ( \ 'Bii r4DI G ?Of3L1 (.4)o .K Zo t-•1 i,,-,(-d Additional Increase in Building Value $ 1044\1/4._ Additional S.F. 14 IPcf Cyrvc By signing below,I `�l�t-l'tk 2 Co 00 a affirm the Revision is inclusive of the/ proposed changes. I inted name) Signatu of Contractor ontractor must sign if increase in valuation) Dae (Office Use Only) / Approved / Denied Not Applicable to Department Revision/Plan Review Comments De iartment Review Required: erg Bui d`ring �, �- nin• oning Reviewed By =Wministrator orks—) — , g Public Utilities Public Safety Date Fire Services ZONING COMMENTS LUNDGREN RESIDENCE 971 ASMBERJACK LANE 1) FULL SURVEY TURNED IN ON RESUBMITTAL cliv- ,J� City of Atlantic Beach APPLICATION NUMBER JS r Building Department (To be assigned by the Building Department.) r -7 ii - `"� 800 Seminole Road C s- Atlantic Beach, Florida 32233-5445 el S Ai Uc }6 � 1. Phone(904)247-5826 • Fax(904)247-5845 y 1 0ride E-mail: building-dept@coab.us Date routed: 9/LI, ((g City web-site: http://www.coab.us SEP 0 5 20,8 APPLICATION REVIEW AND TRACT 1G FORM Property Address: I l Ayv,�, u_L.,��--A- Department review required Yes No u ifc�n-�? Applicant: ( -42:114-Q l,v ice, ) ,_PlanFtirring ,J Tree Administrator Project: - -i n} Cc,(A a� t.4� '4 to rbli orks .r d.Q,4 lic Utilitie Y 1 is Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By q Florida Dept. of Environmental Protection l� 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: Approved. �enied. I 'Not applicable (Circle one.) Comments: I r 1- BUILDING F`O�vs 4b0 jv -co 1-0.5 4citiei • PLANNING &ZONING Reviewed b „_ ',dr/ _, Date: ff-/0-71,) TREE ADMIN. Second Review: Approved as revised. Denied. ppn ❑Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES ,, PUBLIC SAFETY Reviewed b : Date:/0-4/760 FIRE SERVICES Third Review: Approved as revised. (Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 • • J CITY OF ATLANTIC BEACH } Department of Public Works 1200 Sandpiper Lane Atlantic Beach, FL 32233 'I D.R19'' (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 9/12/18 Applicant: Bee Tree Homes Permit#: RESA18-0026 Email: chuckhosea@beetreehomes.com Review Status: DENIED Property Owner: Erik & Donna Lundgren Site Address: 971 Amberjack Lane Email: Not Provided THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH departme review. PUBLIC WORKS CORRECTION ITEMS: /36t) • Provide drainage plans showing site topography (flow arrows, etc.). APPROVED • Provide erosion and sediment control plans with installation details. • Provide impervious surface calculations for entire lot (existing and post construction). :g(..) • Section 24-66(b) of the Land Development Regulations requite on-site storage for increased runoff if adding 400 sqft or more imperious surface. Provide Delta volume calculations and r/®'-,N on-site retention required per Section 24-66(b). • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • 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 Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). 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 elevation. Scott Williams, Public Works Director swilliams@coab.us /904-247-5834 Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA18-0026(Bee Tree).docx Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\RESA18-0026(Bee Tree).docx Idtc."-4)_ ayr�pdi4 �w ' 441-044 �v gb X / = 16q ,eviv9IF f( geO1U0 - w 00P;e007 ar (-4-kift z fx,/ zog ii ?" ,,,, ;;;ewer DENIED__ ka+tA.64 •.-rx iff.rX 9 = /7s 1SLz y .r63 s-6 lb k' X " >Zfm3 f= 7 tilde k111440 306 e‘f r--;(0 -6,40 DENIED Property Appraiser- Property Details Page 2 of 2 Type I Gross I Heated I Effective 1 Int Flooring 11 111 Cer Clay Tile Area Area Area ---] Heating Fuel 4 4 Electric Addition ' 364 364 ' 328 I- I Heating Type 4 4 Forced-Ducted ADT Base Area 975 975 975 I Air Cond 3 3 CentralII BAs Finished Open 18 0 5 Porch Unfinished 200 0 140 I Element 1 Code 1I 1 L Carport I I Stories 1.000 UCP Total � 1557 � 1339 11348 I Bedrooms 3.000 _J Baths i 1.000 Rooms/Units 1.000 2018 Notice of Proposed Property Taxes Notice(TRIM Notice) Taxing District I Assessed Value Exemptions I Taxable Value Last Year I Proposed I Rolled-back Gen Govt Beaches $109,886.00 $50,000.00 $59,886.00 $469.72 I$488.14 I$457.83 Public Schools:By State Law $109,886.00 $25,000.00 $84,886.00 '$350.09 I$343.36 $339.65 By Local Board $109,886.00 $25,000.00 $84,886.00 $185.74 $190.82 $180.20 FL Inland Navigation Dist. $109,886.00 $50,000.00 $59,886.00 $1.84 $1.92 I$1.81 Atlantic Beach $109,886.00 $50,000.00 $59,886.00 $186.05 $193.34 I$181.17 Water Mgmt Dist.SJRWMD $109,886.00 $50,000.00 $59,886.00 $15.70 $15.34 $15.34 Gen Gov Voted $109,886.00 $50,000.00 $59,886.00 $0.00 $0.00 $0.00 School Board Voted $109,886.00 $25,000.00 $84,886.00 $0.00 $0.00 I$0.00 Urban Service Dist3 $109,886.00 $50,000.00 $59,886.00 $0.00 $0.00 I$0.00 Totals $1,209.14 $1,232.92 I$1,176.00 Just Value Assessed Value Exemptions !Taxable Value Last Year $179,637.00 $107,626.00 $50,000.00 $57,626.00 Current Year $218,842.00 $109,886.00 $50,000.00 $59,886.00 2018 TRIM Property Record Card (PRC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices) in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2017 2016 2015 2014 4- • •To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here: More Information ontact Us I Parcel Tax Record I GIS MaD I Map this property on Google Maps I City Fees Record https://paopropertysearch.coj.net/Basic/Detail.aspx?RE=1711730000 9/10/2018 Js GENEIPIF-- C-- OF ATLANTIC BEACH �' ' tJ 800 Seminole Road OCT 29 20 ;;IJ)! Atlantic Beach,Florida 32233 '' ' 1 OCT 1 8 2018 l 0,319/ BY• I J ---, 1 REVISION REQUEST/CORRECT)NS'I'O PLAN-RE-VIEW COMMENTS Date lt%/l///t Revision to Issued Permit Corrections to Comments Permit# h 5' Project Address 91 1 ge12:zPi K L-N1 Contractor/Contact Name )(A r t)OPc PleCi[ r - Phone c1 o j-ce 31- S/0 Email= --5NAO- gee-zEf--l- 4 Description of Proposed Revision/Corrections: Permit Fee Due $ Cc/'n^eS F(2.-E>(Y\ Zu t4-0/► - 6Lk6-. woi2--( Additional Increase in Building Value $ p4.0\,...._ Additional S.F. t Pc/ Ccs By signing below,I 70 HTE 2 is O o t:rG affirm the Revision is inclusive of the proposed changes. I inted name) Signatu of Contractor/Ag; t ontractor must sign if increase in valuation) Dae (Office Use Only) 7 Approved Denied Not Applicable to Department Revision/Plan Review Comments P14" 41)0 1 A►rOJQ.-{D 1-0,5$1/-Pi(, Q- De'artment Review Required: Bun ding j.//''Inine : oning Revi e y Clfministrator 1;1/Vorks--) 79..,1///(117Public Utilities Public Safety Date Fire Services ftNNQ N. '`l N. r••••1 .,.... PIN t , 3 o '..a,.i i IQ �. mob\ . �c o � �, O � obi �ow4 � • • 1) 1% )J )4 )4 % J 1N " ) \ \ ZI4.1 " 1 4 .......\ , 11I 4 ♦,t N PUBLIC WORKS PLAN COMMENTS LUNDGREN RESIDENCE 971 AMBERJACK LANE 1) DRAINAGE IF FAIRLY LIMITED LOT IS PRETTY FLAT DRAINAGE ARROWS SHOWN ON SITE PLAN 2) SILT BARRIER WITH INSTALL INSTRUCTION FOR EFFECTED AREA OF PROJECT 3) NOT MORE THAN 400 SQ. FT ADDITIONAL ADDED SHOWN ON REVISED SITE PLAN 4) NO CACULACTIONS REQUIRED DUE TO ADDED SIZE �,- City of Atlantic Beach APPLICATION NUMBER ES' Building Department (To be assigned by the Building Department.) 800 Seminole Road e,LS 0 -0W 6 Atlantic Beach, Florida 32233-5445 W � Phone(904)247-5826 • Fax(904)247-5845 SEP 0 5 2013 -=',./.7a::;(19'? /E-mail: building-dept@coab.us Date routed: C:7/ Li, (I City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 01 -4- ( > �,f ���L(►'�- Department review required Yes No uflan 4-�'`� 1 b�"M-��� lan Applicant: � Q-� `Plan- • onrng Tree A ministrator Project: (�n� OCc,I\ �1 \ °�' to l �Y bli orks lic Utilitie V U-C-1 -Falk Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By q CI Florida Dept. of Environmental Protection l� 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: I 'Approved. Denied. Not applicable (Circle one.) Comments: _lam, BUILDING PLANNING &ZONING Reviewed by: '�`' -- Date: 9/ l c� TREE ADMIN. Second Review: I !Approved as revised. nDenied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. nDenied. ❑Not applicable Comments: Reviewed by:_ Date: Revised 05/19/2017 vvu vNalfI I y NOTICE OF COMMENCEMENT /� / /(PREPARE IN DUPLICATE) Permit No. ges !t ('O2 6 Tax Folio No. State of Florida County of Duval To whom it may concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following Information Is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: Lot 19, Block 4, Royal Palms Unit 1 Address of property being improved: 971 Amberjack Lane, Atlantic Beach, FL 32233 General description of improvements: Kitchen and bathroom renovations,paver install,front porch addition Owner Erik ad Donna Lundgren Address 971 Amberjack Lane,Atlantic Beach,FL 32233 Owner's interest in site of the improvement Fee Simple Titleholder(if other than owner) Name Address 9 (' Contractor BeeTree Homes • Address 13361 Atlantic Blvd,Jacksonville,FL 32225 Phone No. 904-516-4100 Fax No. 904-352-2356 Surety{if any) Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name BeeTree Homes,Inc Address 13361 Atlantic Blvd,Jacksonville,FL 32225 Phone 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 Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY0 NER Signed: /�,.eY 4 L DATE q./ Before me this in th Cyu rii, DKiuval,Stn D pf Flgclhas personally appeared I; ``jj/ herein by himself/herself and affirrir9 that all statements and declarations herein Doc#2018188889,OR BK 18488 Page 1229, are true and accurate Number Pages: 1 CHARLES HOSEA Recorded 08/10/2018 11:55 AM, •t�;Y° •; RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL q. , MY COMMISSION#GG 114416 * : 4,;. ,.:a EXPIRES:June 13,2021 COUNTY RECORDING $10.00 Notary Public atLarg•1s •$. '- "r " My commission exp r •- —` PersonallyroKnown " 111 SW' or Produced Identification �_ t Property Appraiser - Property Details Page 1 of 2 LUNDGREN ERIK+ . Primary Site Address Official Record Book/Page Tile# 971 AMBERJACK LN 971 AMBERJACK LN 04711-00917 9417 ATLANTIC BEACH, FL 32233-4226 Atlantic Beach FL 32233 971 AMBERJACK LN Property Detail Value Summary RE# 171173-0000 I 12017 Certified 2018 In Progress Tax District USD3 Value Method CAMA CAMA Propelty Use 0100 Single Family Total Building Value $64,637.00 $68,842.00 #of Buildings 1 Extra Feature Value $0.00 $0.00 LLegal Desc. For full legal description see Land Value(Market) $115,000.00 $150,000.00 Land&Legal section below f Land ValuelAgric..) $0.00 $0.00 Subdivision 03120 ROYAL PALMS UNIT 01 Just(Market)Value $179,637.00 $218,842.00 Total Area 7850 [ Assessed Value $107,626.00 $109,886.00 The sale of this property may result in higher property taxes.For more information go Cap Diff/Portability Amt $72,011.00/$0.00 $108,956.00/$0.00 to Save Our Homes and our Property Tax Estimator.'In Progress'property values, Exemptions $50,000.00 See below exemptions and other supporting information on this page are part of the working tax roll and are subject to change.Certified values listed in the Value Summary are those Taxable Value $57,626.00 See below certified in October,but may include any official changes made after certification Learn how the Property Appraiser's Office values property. Taxable Values and Exemptions—In Progress a. If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value Assessed Value $109,886.00 Assessed Value $109,886.00 Assessed Value $109,886.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead(HX) -$25,000.00 Homestead Banding 196.031(1)(b)(HB) Homestead Banding 196.031(1)(b)(HB) Taxable Value $84,886.00 -$25,000.00 -$25,000.00 Taxable Value $59,886.00 Taxable Value $59,886.00 t Sales History Book/Page Sale Date Sale Price Deed Instrument Type Code ;Qualified/Unqualified Vacant/Improved 04711-00917 8/29/1978 $26,500.00 WD-Warranty Deed f Unqualified Improved 06606-01130 10/25/1988 !$100.00 CT-Certificate of Title ' Unqualified Improved 06672-00362 3/6/1989 $100.00 WD-Warranty Deed Unqualified Improved 06711-00051 5/24/1989 $25,000.00 WD-Warranty Deed i Unqualified Improved 06973-02056 9/25/1990 $49,000.00 WD-Warranty Deed Qualified Improved 10310-01030 12/21/2001 $53,000.00 WD-Warranty Deed Unqualified Improved 10384-02205 2/1/2002 $100.00 WD-Warranty Deed ': Unqualified Improved 10384-02206 12/11/2002 $87,500.00 WD-Warranty Deed Qualified Improved ( Extra Features 4 No data found for this section 4. Land&Legal Land Legal LN Code Use Description Zoning Front Depth'Category Land I Land ;LN Legal Description Units i DEM Value I 1 30-60 17-2S-29E 1 0100 RES LD 3-7 UNITS PER ARS-1 84.00 100.00!Common 1.00 Lot $150,000.00 12 I ROYAL PALMS UNIT 1 I3 ILOT 19BLK4 I. Buildings Building 1 Building 1 Site Address 'Element Code Detail 971 AMBERIACK LN Atlantic Beach FL 32233 Exterior Wall 15 15 Concrete Blk Exterior Wall 6 6 Vertical Sheet Building Type 0101 SFR 1 STORY Roof Struct 3 3 Gable or Hip Year Built 1961 1 Roofing Cover 12 12 Modular Metal ', Building Value $68,842.00 Interior Wall 5 5 Drywall Int Flooring 14 14 Carpet https://paopropertysearch.coj.net/Basic/Detail.aspx?RE=1711730000 9/10/2018 OFFICE COPY rY Building Plan Review 971 AMBERJACK LN 1) Missing R.E. Number on permit application is filled in 2) Missing information completed 3) Level of alteration has ben selected at a Level 2 and has been noted on A-1 4) Florida Product approval for new door and window included in package 5) Door adjusted on plan to meet code requirement 6) windows are confirmed to be 60" aff 7) Smoke detectors shown on new plan revisions 8) Summery of changes reviewed and understood. Will make every effort to adhere to new guild lines 9) New engineering for from lanai are included as revision in structural plans 10) Job sign Has been removed from city right of way. MAP SHOW/NG BOUNDARY SURVEY OF' LOT 19 ,BLOCK 4, ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30 ,PAGE 60-60A OF THE CURRENT PUBLIC RECORDS OFDUVAL COUNTY, FLORIDA •9• X-X = CIIAINLINN FENCE END = FOUND U-C = WOOD FENCE SRL = BUILDING RESTRICTION LINE IP = IRON PIPE NO-ID = NOIDEN77PICATTON LOT 16 RB = REBAR 4 = CENTRAL ANGLE LOT 17 PC = POINT OF CUR V4 TARE R = RADIUS PT = POINT OF TANGENCY A = ARC LENGTH R/W = RIGHT OF WAY N = NOT TO SCALE -- 34..00' POC = POINT OF CURVATURE 6'40 W C/L = CENTERLINE PRC = POINT OF REVERSE CURVE DOG PIN NO 4 5 ( METAL SHED (WOOD FLOOR) fNV ENCROACHES X 70(---0p• 3 N / LOT 15 /o) N 2,33), k 0.5' OVEC ND 7/?" `�.. __________-----0.2'----\.. 3.1' OVE- /P(NO_/0) F /68 f, -�- X_ X x — k — x — x — x — x _ r ,O'�� FN.07/a`/a(,�G,/ _ k S'F� D) 0.4" 5' EASEMENT \, k �SA'y\NT 0.2' f�f/ENT k k ` 0 x > ON LINE p x PUMPHOUSE CONCRETE STOOP J \I� LOT 18 I a IN ' 0.2 I 38.8' I • 5.0' x / h I k 25.3' • p• x `.'CONC.--:• .' N 1-STORY MASONRY& l LOT 20 I FRAMED RESIDENCE/ • x 971 2 5X25' / AC-PAD I OO O x 22.9' 14 O' \ 0.3' / r') I k k ` o A' O BOO. x 4) 0.3'I )11Pir::; o CO x I 248' I • O ,� 2s'BRL , — — a v -- - x 19.0' / o C) x I . .:. o BEARING REFERENCE x 0 ki .5.3' 35.9' i 40.79'ARC TOO P.C.C. - X - Xi 0.2' / 0.2' S14 01 55'W CH=66.65' A-42, 7/z /P(/yp_/o) L=66.97' R=200.00 4/1,49 6-/1 u�C/( P.C. \ Z\l (60 j R/Gy/- OF '4NE WA Y) tCf.�iR�' R. BANKS '/HEREBY CERTIFY TO: ERIK LUNDGREN PRINCIPAL RES/DENT/AL MORTGAGE;PREFERRED REALTY TITLE AGENCY,' STEWART TITLE GUARANTY; SUR VE RS,INC THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET • FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TOSECTION 4FLORIDA STATUTES AND CHAPTER 61G17-6 2866 1G17 62866 MANGROVE JACKSONVILLE, FL 32246 FLORIDA ADMINISTRATIVE CODE TEL (904) 641-2520 FAX(904) 641-2060 NOTES FLO RECD ER SURVEYORS THIS ISA BOUNDARY SURVEY. BANKS. NO. 4470 DARYL S. BANKS NO. 6063 FLOOD ZONE X AS BEST ASCERTAINED FROM FLOOD PANEL NO 00010 DATED 4-15-1992 BEARING DATUM BASED ON THE NE LINE OF LOT 20 BEINGN66°2227"W DATE 1-31-2002 THERE MAY BEADDIT/ONAL RESTR/C77ONS THAT APPL YBUTARE NOT SHOWN ON THIS SURVEY BUT MAY BE FOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY SCALE 1"=20' , THIS SURVEY DOES NOTOETERM/NE OWNERSHIP JOB NO 9387 BUSINESS LICENSE NUMBER 6470 THIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED MAP SHOW/NG BOUNDARY SURVEY OF: LOT 19 ,BLOCK 4, ROYAL PALMS UNIT ONE AS RECORDED IN PLAT BOOK 30 ,PAGE 60-60A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA MB X-X = CHAIN LINA FENCE FND = FOUND 0-0 = WOOD FENCE BRL = BUILDING RESTRICT7ONLINE IP = IRON PIPE NO-ID = NOIDEN77FICA77ON LOT 16 RB = REBAR 4 = CENTRAL ANGLE LOT 17 PC = POINT OF CURVATURE R = RADIUS PT = POINT OF TANGENCY A = ARCLENG7H i R/W = RIGHT OF WAY N = NOT TO SCALE p0 POC = POINT OF CURVATURE 6,401 w ��' C/L = CENTERLINE PRC = POINT OF REVERSE CURVE DOG PIN NO4 5 7‘.-- .0• METAL SHED (WOOD FLOOR) fND ENCROACHES X -. 3 / LOT 15 -40) gli ill I ________-----0.2.----\.. 3.1. OVE" 7'(NO-/p) C� l6B f° - • __-----_-r--( x + X -�X - X - X - x \x - 7• - iO� f\ FNp l/2'/P(NO-/D 0.4' 5"EASEMENT O 1 S, k �S-4,8- 0.2' ) x \\�F�ASFN k k 5.0" I \r `r X :1 ON LINE O 1 x PUMPHOUSE I� CONCRETE STOOP \J LOT 18 I0.2 x 5.0' I 3a.8 I • x / I k 25.3' • p x `."CONC.•":.-..`.::- N 1-STORY MASONRY& I LOT 20 FRAMED RESIDENCE/ • x - 971 25X2.5' / AC-PAD t • x 22.9' 71.0' k \ 0.3' / OO In I k O x k L•-•--,. ADO if) I "Pti 0.3'Ca x o /� 24.8 O �l X 25' SRL '• C O �V �--- '- x — — , ie` l 19.0' / ��O O x / x Vki' ,8.3' 35.9' i BEARING REFERENCE FIND 1/2 "/P�NO-/O) I 0.1' \ 40.79'ARC TOO Pc.c. - x — X -I \ 0.2' a2' S14o66.65w _•l FND 7/?.... CH � L=66.97' , ID) R=200.00 AU8E-ic�Ce L P.C. \ X60 ' f'/0H I OF 4NE ICf4'Rr' Y'R. BANKS I/HEREBYCERTIFYTO. ER/KLUNDGREN PR/NC/PAL RES/DENT/AL MORTGAGE-;PREFERRED REALTY T/TLE AGENCY; STEWART TITLE GUARANTY; SUR PE RS,INC THAT THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS SET • FORTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS, PURSUANT TO SECT/ON 472.027 FLORIDA STATUTES AND CHAPTER 61G17-6 2866 MANGROVE AVENUE JACKSONVILLE, FL 32246 FLORIDA ADMINISTRATIVE CODE TEL (904) 641-2520 FAX(904) 641-2060 C/(/J��t� NOTES FLO ARE ER SURVEYORS THIS ISABOUNDARY SURVEY. RV R.BANKS. NO. 4470 DARYL S. BANKS NO. 6063 FLOOD ZONE XAS BEST ASCERTAINED FROM FLOOD PANEL NO 00010 DATED 4-15-1992 BEARING DATUM BASED ON 771E NE LINE OF LOT 20 BEING N66°2227"W DATE 1-31-2002 THERE MAYBE ADDITIONAL RESTRICTIONS THAT APPLY BUT ARE NOT SHOWN ON THIS SCALE 1"=20' SURVEY BUT MAY BEFOUND IN THE PUBLIC RECORDS OR FACILITIES OF THIS COUNTY. THIS SURVEYDOES NOT DETERMINE OWNERSHIP JOB NO.9387 BUSINESS LICENSE NUMBER 6470 THIS SURVEY NOT VALID UNLESS TH/SPRINT IS EMBOSSED WITH THE SEAL OF THE ABOVE SIGNED 2x10 SYP#2 ROOF POST STRAP BELOW POST SEE PLAN V HTS16 RAFTERS CSA 16" OC MATCH ARCH COLUMN HEIGHT STRAP AND WIDTH DIMENSIONS BY OTHERS II1 ROOF SHEATHING, SEE TABLE 8/S0.0 5)10d 2x12 SPACER k `x%wj=.ttttrrrrrrrr \` F�� r,� � N SEE PLAN rG 2x8 PT COLLAR TIE W/ �� `—, C E�v 'xx S • .� Von�4t vVi V 00 (8)j"x3" SDS SCREWS EACH END (LOCATE AS SHOWN) LU ,� 'PQE1tIg�0` v � Q ':s- 0 N Q d" 2x10TRUCTURAL �C �, s _.i 2x10 PT STRUCTURAL FASCIA. u. 0 FASCIA. FASTEN TO EA RAFTER W/ A35 EA RAFTER W/ A35 .O 10 v 17'-2"141A ��rjf:frli1111t11\��t 00 SIMPSON H2.5T EA I RAFTER SIMPSON H2.5T EA I RAFTER I �✓ Q � BEAM AND POST PER PLAN BEAM AND POST PER PLAN B REVI cmw W A m -- Q w w o ww � n o uLu 00LQ 1 FRONT PORCH ROOF SECTION o 3 p SK -7J O 0 2x6 SYP#2 NAILER FASTENED TO TOP PLATE w/ 10d @ 3" O.0 PARALLEL TRUSS CONDITION MSTA24 POST STRAP BELOW POST SEE PLAN V HTS16 MATCH ARCH COLUMN HEIGHT STRAP MIN. (2)2x4 PT SYP #2 PORCH BEAM SUPPORT POST 1-224" MAX. IF 4x4 IS SPECIFIED ON PLAN, USE (2)2x4 WALL SHEATHING w/8d @MIN.SPF#2 SUPPORT. FASTEN BASE W/ LTT208 6" O.C. EDGE d FIELD.IF 6x6 IS SPECIFIED ON PLAN, USE (3)2x6 SPF#2 SUPPORT. FASTEN BASE W/ HTT5 ATTACH PORCH BEAM TO SUPPORT POST SOLE PLATT ANCHOw/ (2)HTS16 OR (2)MSTA24 SYP#2 PT SOL-- PLATE I BOX COLUMN MAY BE USED IN LIEU OF 4x4 OR 6x6. 2x6 SYP#2 BLOCKING BETWEEN EA TRUSS. FASTEN TO TOP PLATE w/ BEAM AND POST PERPENDICULAR 10d @ 3" O.C. PER PLAN. TRUSS CONDITION L - FASTEN BEAM TO POST BASE: POST PER 4x4 POST:ABU44 DETAILS TO LEFT MSTA24 6x6 POST:ABU66 (TYP) STRAP 8x8 POST: ABU88 PORCH. SLAB HTS16 STRAP s�„0 ROD EPDXIED 6” MIN PLAN VIEW OF PORCH PLAN VIEW OF PORCH BEAM AT CORNER POST BEAM AT CENTER POST NOTES: 1. SEE TABLE 8/SO.0 FOR PORCH CEILING SHEATHING SPECIFICATIONS 2. FASTEN TRUSS TO BEAM PER DETAIL 8/S2.0 (DISREGARD FULL HEIGHT Al ON DETAIL) 3. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATARIAL IS NOT USED TYPICAL PORCH FRAMING SCALE: 3/4" = 1'-0" ARCHITECTURAL COLUMN POST SEE PLAN V 0'-4" HIGH CONCRETE PIER. MATCH ARCH COLUMN HEIGHT PAVERS AND WIDTH DIMENSIONS BY OTHERS II1 M v -J � CONCRETE FOOTING SEE PLAN K— 3 POST FOUNDATION DETAIL � V II1 M v -J � C N U rG a�00� L � M • .� Von�4t vVi V 00 0 N Q d" X N U �, s _.i V u. 0 DESIGN CRITERIA & LOADS _DESIGN CODE: 27 F IDA UILDING CODE - RESIDENTIAL, AND CURRENT REFERENCED b SOD ATA l ALTERATION LEVEL III NALLS Al L.XISIINU WUUU AUUIIIUN: -REPLACE WATER DAMAGED WALL SHEATHING PER TABLE 5/SO.0. -VERIFY SOLE PLATES ARE INSTALLED PER 4/52.0 -VERIFY WALL STUDS ARE MIN. 2x4 SPF#2 0 16" OC AND FRAMED PER 52.0 -VERIFY UPLIFT STRAPPING IS PRESENT IN ALL WALLS -CONTACT EOR IF ANY OF THE ABOVE CINDITIONS ABOVE ARE NOT MET INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. m VERIFY MIN. J """""- " D' MAY '- R -- - D MAY BE REMOVED CONTINUOUS CONCRETE G�INTEL UNLESS OTHERWISE NOTED, NEW " OPENING. C' TACT NEW 3'-0'' EOR IF CONDITIONS UNLESS 'OTHERWISE NOTED, o 00 O Ln � r AS NEEDED N U N a N N v"J INTERIOR WALL ARE NOT LOAD z w O INTERIOR WALL ARE NOT LOAD N111 11 N w 00 BEARING AND MAY BE REMOVED / 2x10 PT STRUCTURAL C)M Q BEARING .AND MAY REM%tD FASCIA. FASTEN TO EA 0 - uLI Q RAFTER W/ A35 AS NEEDED N AS NEEDED SCREWS EACH END -� -ci .1 EXISTING 6'-0" OPENING TO (LOCATE AS SHOWN) c_ LL 2x10 SYP#2 ROOF Q -- - - -- - REMAIN AS IS. CONTRACTOR VERIFY MIN. 8"x12" CONTINUOUS - -- - ALL EXISTING LOAD BEARING CONC LINTEL SPANNING OPENINGS SHALL REMAIN AS IS ONIRETE PENG. CONTACT EOR IF UNLESS OTHERWISE NOTED OTHER CONDITIONS EXIST. lk o ipO Z Z �a V) 0 CONTRACTOR _. VERIFY MIN. x12" CONTINUOUS CONCRETE G�INTEL SPANNING NEW " OPENING. C' TACT NEW 3'-0'' EOR IF CONDITIONS THER : XIST. OPENING, - REMOVE E�ISTING _ CMUIIUP TO EXISTING -INTEL. PAVERS BY OTHERS J 3 K - SOLID GROUT CELLS ADJACENT TO NEW OPENING F3.0 4x4 SYP P.T. POST. FASTEN TOP AND BOT PER 2/SK-2 (2 PLACES) 3 K- RCH FOUNDATION PLAN STRUCTURAL FASCIA TO FASTEN END RAFTER TO 00 CMU WALL W/ SIMPSON EXISTING TRUSS W/ 10d @ 3" 010KT MASONRY ANGLE OC STAGGERED o 00 O Ln � r HANG BEAM N U N a N N v"J TO EXISTING CMU w w O / WALL W/ HUC210-2 N111 11 N w 00 / 2x10 PT STRUCTURAL C)M Q U FASCIA. FASTEN TO EA 0 2x8 PT COLLAR TIE uLI Q RAFTER W/ A35 O Wr/ (8)j"x3" SDS X N u SCREWS EACH END -� -ci .1 (LOCATE AS SHOWN) c_ LL 2x10 SYP#2 ROOF Q a RAFTERS ® 16" OC PORCH FRAMING PLAN STRUCTURAL FASCIA TO CMU WALL W/ SIMPSON HGAM10KT MASONRY ANGLE HANG BEAM TO EXISTING CMU WALL W/ HUC210-2 2x10 PT STRUCTURAL FASCIA. FASTEN TO EA RAFTER W/ A35 4x4 SYP P.T. POST. FASTEN TOP AND BOT PER 3/SK-2 (2 PLACES) I 7m 00 O w� w w o 00 O Ln � r Q a N I `Y' N 4k v"J w w O cl, O w 00 V C)M Q U "' O 0 Z O uLI Q 7m q,r.! O Ln � r O a N I `Y' N 4k v"J (VN U ..� V Q '� X rG 0 I L N w 00 C)M O•� U V G', 00 rz o v�:W- n N O N Q X N u -� -ci .1 c_ LL O Q 7m DESIGN CRITERIA & LOADS ~DESIGN CODE: 7017 FLORIDA BUILDING CODE - RESIDENTIAL, AND CURRENT REFERENCED ALTERATION LEVEL III Revrsfjm> EXISTING WOOD WALLS EXISTING CMU WALLS NEW wm z X N -UNLESS OTHERWISE NOTED, ALL INTERIOR WALLS ARE NON LOAD BEARING AND MAY BE REMOVED AS NEEDED EXISTING HEADER 1 TO REMAIN AS IS. ALL EXISTING LOAD BEARING OPENINGS SHALL REMAIN AS IS UNLESS OTHERWISE NOTED FASTEN NEW WOOD WALL TO EXISTING PER 2/S2.0 (TYP) EXISTING WOOD WOOD INFILL STUDS (I 16"O. C. MAX. SEE S2.0 FOR TYPICAL FRAMING DETAILS z AT EXISTING WOOD ADDITION: w -REPLACE WATER DAMAGED WALL SHEATHING PER TABLE 5/SO.0. -VERIFY SOLE PLATES ARE INSTALLED PER 4/S2.0 -VERIFY WALL STUDS ARE MIN. 2x4 SPF#2 0 16" OC AND FRAMED PER S2.0 -VERIFY UPLIFT STRAPPING IS PRESENT IN ALL WALLS -CONTACT EOR IF ANY OF THE ABOVE CINDITIONS ABOVE ARE NOT MET INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. a FASTEN END RAFTER TO -- EXISTING TWO POINT SOLID GROUT CMU WALL W/ SIMPSONEXISTING _ BEARING CONVENTIONAL o TO NEW OPENING F —1 F3.0 ROOF FRAMING TO N4x4 SYP P.T. POST. _,.. REMAIN AS IS m -UNLESS OTHER SE NOTED, ALL o o o INTERIOR MALL ARE NON LOAD BEARING AND AY BE REMOVED AS NEEDED UNLESS OTHERWISE NOTED, INTERIOR WALL ARE NOT LOAD c� : BEARING AND MAY BE REMOVED _z _ -- AS NEEDED EXISTING 6'-0" OPENING TO REMAIN AS IS. CONTRACTOR ALL EXISTING LO D BEARING VERIFY MIN. 8"x12" CONTINUOUS - -- - -- OPENINGS SHALL REMAIN AS IS CONCRETE LINTEL SPANNING UNLESS OTHERWI E NOTED OPENING. CONTACT EOR IF OTHER CONDITIONS EXIST. " CONTRACTOR VERIFY MIN. 8"x12" CONTINUOUS CONCRETE LINTEL SPANNING NEW OPENING. CONTACT EOR IF OTHER NEW 3'-dd CONDITIONS EXIST. PP ENING REMOVE EXISTING CMU UP TO EXISTING LINTEL. I F3.0 J 3 K - 0 I CD �z U za �o x w PORCH FOU NDATION PLAN FASTEN END RAFTER TO 3 SOLID GROUT CMU WALL W/ SIMPSONEXISTING CELLS ADJACENT PAVERS BY OTHERS TO NEW OPENING F —1 F3.0 HG 10KT MASONRY ANGLE N4x4 SYP P.T. POST. a FASTEN TOP AND BOT m" PER 2/SK-2 (2 PLACES) 3 K - PORCH FOU NDATION PLAN STRi;CTURAL FASCIA TO FASTEN END RAFTER TO 3 CMU WALL W/ SIMPSONEXISTING EXISTING TWO POINT 0 --- - BEARING PRE-ENGINEERED HG 10KT MASONRY ANGLE ROOF TRUSSES 0 24" OC ....:.. a TO ':REMAIN AS IS m" rr o I HANG BEAM UNLESS OTHERWISE NOTED, z INTERIOR WALL ARE NOT LOAD TO EXISTING CMU I BEARING AND MAY BE REMOVED " x AS NEEDED: STRi;CTURAL FASCIA TO FASTEN END RAFTER TO CMU WALL W/ SIMPSONEXISTING TRUSS W/ 10d 0 3" HG 10KT MASONRY ANGLE _,. AC STAGGERED _. • - _ No. _ rr I HANG BEAM � N TO EXISTING CMU I STRUCTURAL FASCIA TO N u WALL W/ HUC210-2 •� w HGAM10KT MASONRY ANGLE 4--d N HANG BEAM TO EXISTING CMU 4/ 1 2x10 PT STRUCTURAL WALL W/ HUC210-20 M • .--i O y G-, 00 FASCIA. FASTEN TO EA 2x8 COLLAR TIE 00 RAFTER W/ A35 N Q W/ (8)8)j"x3" SDS �- xNu SCREWS EACH END 'O^ W Go (LOCATE AS SHOWN) OCT l 20 2x10 SYP#2 ROOF w w 00 o RAFTERS @ 16" OC � � w cm w cm PORCH FRAMING PLAN � V Cj1 [f1 OLn� • - _ No. _ z a N { ' S TE OF = - ^ •�- ~ L • ~ (4gSl STRUCTURAL FASCIA TO N u -CMU WALL W/ SIMPSON •� w HGAM10KT MASONRY ANGLE 4--d � O Lt. V) HANG BEAM TO EXISTING CMU 4/ 1 w V" 00 Nil O WALL W/ HUC210-20 M • .--i O y G-, 00 V O w o lt N 00 N Q �- xNu Luis A Pon#igo PE 'O^ W Go V) OCT l 20 w w 00 o FL PE NO 53311 � � w cm w cm O E V L✓ ' 0 O z uu PER 3/SK-2 (2 PLACES) O d � V Cj1 [f1 OLn� a N { M d < STRUCTURAL FASCIA TO N u -CMU WALL W/ SIMPSON •� Qi ¢ U HGAM10KT MASONRY ANGLE 4--d � O Lt. V) HANG BEAM TO EXISTING CMU w V" 00 Nil O WALL W/ HUC210-20 M • .--i O y G-, 00 V O w o lt N N Q �- xNu 'O^ 2x10 PT STRUCTURALLL V) FASCIA. FASTEN TO EA O RAFTER W/ A35 4x4 SYP P.T. POST. FASTEN TOP AND BOT PER 3/SK-2 (2 PLACES) 2x10 SYP#2 ROOF RAFTERS ® 16" OC ROOF SHEATHING, SEE TABLE 8/SO.0 2x8 PT COLLAR TIE W/ (8)j"x3" SDS SCREWS EACH END (LOCATE AS SHOWN) 2x10 PT STRUCTURAL FASCIA. FASTEN TO FEA RAFTER W/ A35 SIMPSON H2.5T EA I RAFTER BEAM AND POST PER PLAN FRONT PORCH ROOF SECTION 2x6 SYP#2 NAILER FASTENED TO TOP PLATE w/ 10d @3" O.0 PARALLEL TRUSS CONDITION MSTA24 POST STRAP BELOW POST SEE PLAN kHTS16 0'-4" HIGH CONCRETE PIER. STRAP (5)1Od 2x12 SPACER I 2x10 PT STRUCTURAL FASCIA. FASTEN TO EA RAFTER W/ A35 SIMPSON H2.5T EA i RAFTER BEAM AND POST PER PLAN MIN. (2)2x4 PT SYP #2 PORCH BEAM SUPPORT POST 24" MAX. IF 4x4 IS SPECIFIED ON PLAN, USE (2)2x4 WALL SHEATHING w/8d @ 12" MIN. SPF#2 SUPPORT. FASTEN BASE W/ LTT20B 6" O.C. EDGE &FIELD. - ----- IF 6x6 IS SPECIFIED ON PLAN, USE (3)2x6 IN1SPF#2 SUPPORT. FASTEN BASE W/ HTT5 SOLE PLATE ANCHOR ATTACH PORCH BEAM TO SUPPORT POST w/ (2)HTS16 OR (2)MSTA24 SYP#2 PT SOLE PLATE BOX COLUMN MAY BE U 3ED IN LIEU OF 44 OR 6x6. 2x6 SYP#2 - BLOCKING BETWEEN POST SEE PLAN EA TRUSS. FASTEN 0'-4" HIGH CONCRETE PIER. TO TOP PLATE w/ BEAM AND POST PERPENDICULAR 10d 0 3" O.C. I PER PLAN. TRUSS CONDITION FASTEN BE kM TO Q POST PER POST BASE: DETAILS TO LEFT 4x4 POST: ABU44 MSTRAP 6x6 POST:ABU66 (TYP) 8x8 POST: ABU88 CONCRETE FOOTING PORCH. SEE PLAN SLAB LU HTS16 STRAP 5%"O RE " •d V ON 00 EPDXIED 6" w o m.. • ••� •1 / • ••. ■ ��• • ••► NOTES: 1. SEE TABLE 8/SO.0 FOR PORCH CEILING SHEATHING SPECIFICATIONS 2. FASTEN TRUSS TO BEAM PER DETAIL 8/S2.0 (DISREGARD FULL HEIGHT ANCHOR ON DETAIL) 3. WATER PROOFING AT LOWER PORTION OF BOX COLUMN BY BUILDER IF PT MATARIAL IS NOT USED TYPICAL PORCH FRAMING SCALE: Y4" = 1 -0" ARCHITECTURAL - COLUMN �i POST SEE PLAN L,/ 0'-4" HIGH CONCRETE PIER. O MATCH ARCH COLUMN HEIGHT PAVERS AND WIDTH DIMENSIONS BY OTHERS 00 Q w LIM) GNu, • N U CONCRETE FOOTING SEE PLAN 3 POST FOUNDATION DETAIL K- ,`�L��'`1tiF Y�/5t'1il�t� l��tt'ttttv�vv of •� e REVISED4 Luis A Pontigo PE OCT 10 2018 FL PE NO 5331 R Q - 00 c L,/ O �W C G w LLQ c O 00 ^i 00 Q w LIM) GNu, O N U U LU Q o " •d V ON 00 Z o w o - c v rn O Ln O LIM) GNu, N U c(3.0 w- d' o M • .� vO " •d V ON 00 C.N d O � Q N u -ci ._7 V) t✓ LL O Q DESIGN CRITERIA Bc LOADS DESIGN CODE: 2017 FLORIDA BUILDING CODE - RESIDENTIAL, AND CURRENT REFERENCED CODES AND STANDARDS TARI F 1 • FLOOR AND ROOF LOADING LOAD TYPE/PLACEMENT FLOOR (Cd = 1.0) ROOF (Cd = 1.25) TOP CHORD DEAD 10 PSF 7 PSF (SHINGLES) 20 PSF (TILE) TOP CHORD LIVE 40 PSF- 20 PSF BOTTOM CHORD DEAD 5 PSF 5 PSF BOTTOM CHORD LIVE 5 PSF 10 PSF FLOOR AND ROOF LOADING NOTES: 1. ROOF TRUSS MAY BE DESIGNED WITH ROOF BOTTOM CHORD LIVE LOAD (10 PSF) APPLIED NON -CONCURRENTLY WITH ROOF TOP CHORD LIVE LOAD (20 PSF) 2. ROOF TRUSS BOTTOM CHORD LIVE LOAD SHALL BEINCREASED BEO 20 PSF AT ATTICS WITH LIMITED STORAGE. REACTIONS REDUCED PER ASD LOAD COMBINATION D + 0.75 (L + Lr) 3. FLOOR TRUSS TOP CHORD LIVE LOAD SHALL BE INCREASED TO 60 PSF AT ALL GAME ROOMS AND BALCONIES 4. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A 5 PSF TOP AND BOTTOM CHORD DEAD LOAD. TABLE _2: ROOF AND FLOOR DEFLECTION CRITERIA FRAMING TYPE LIVE LOAD TOTAL LOAD ROOF L/240 L/240 FLOOR L/360 L/240 0.75" MAX DEFLECTION UNDER ANY CASE TABLE 3: WIND LOADING WIND LOADING NOTES: 1. FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. WIND UPLIFT REACTIONS SHALL BE REDUCED PER ASD LOAD COMBINATION: 0.6D + 0.6W TABLE 4• COMPONENT AND CLADDING DESIGN PRESSURES (PSF) EFFECTIVE WIND AREA (SQUARE FT) WIND ZONE DESIGNATION INTERIOR ZONE END ZONE 0 - 10 +18.2 -19.8 +18.2 -24.4 11 - 50 +16.3 -17.9 +16.3 -20.6 51 - 100 +15.5 -17.1 +15.5 -18.9 101 - 200 1 +14.7 -16.2 +14.7 -17.3 WIND LOADING NOTES: 1. THE VALUES SHOWN ABOVE HAVE BEEN REDUCED PERE SD LOAD COMBINATION 0.6W. NO FURTHER REDUCTIONS SHALL B PERMITTED 2. PLUS - PRESSURE AND MINUS = SUCTION. COMPONENT POST VE ND CLADDING ELEMENTS SHALL BE DESIGNED FOR BOTH O AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE 3. DESIGN OF WINDOWS AND DOOR FASTENING TO WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR MANUFACTURERSHOWN AND SHALL MEET BOTH POSITIVE AND NEGATIVE PRESSURES TABLE ABOVE 4. SEE SCHEMATIC BELOW FOR END ZONE LOCATIONS __3 K% --- SCOPE OF SERVICE MEANS AND METHODS: THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: STRUCTURE TO SUPPORT LOADING FROM UPLIFT LOADS, GRAVITY LOADS, AND SHEAR LOADS. ITEMS NOT DESIGNED INCLUDE, BUT NOT LIMITED T0, PRE-ENGINEERED TRUSS DESIGN, TRUSS -TO -TRUSS CONNECTINS, OR ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/ INSTALLATION OF ALL WATER PROOFING. SHEATHING SPECIFICATI�)INS TABLE 5: WALL SHEATHING SPECIFICATION TYPICAL NAILING S EARWALL NAILING 8d COMMON @ 8COMMON @ MIN. '/,6", 24/16, APA RATED OSB 6" O.C. EDGE, 3' O.C. EDGE, OR PLYWOOD SHEATHING 6" O.C. FIELD 6" O.C. FIELD WALL SHEATHING NOTES: 1. FLEXIBLE FINISH INCLUDES WOOD, CEMENT OR VINYL �IDING, HARDI PANEL AND BRICK. ALL OTHER SIDING SHALL BE CONSIDEREgO BRITTLE FINISH 2. SHEATHING MUST EXTEND FULL HEIGHT FROM BOTTOPLATE TO UPPER PLY OF DOUBLE TOP PLATE 3. SHEATHING MAY BE INSTALLED HORIZONTALLY OR VERTICALLY 4. PANEL EDGE BLOCKING IS REQUIRED AT SHEAR WALLS AND WALLS WITH BRITTLE FINISH. BLOCKING SHALL BE FLATWISE 2x4 SPF#2 OR BETTER FASTENED EA END W/ (3) 10d TOE -NAILS 5. VERT. AND HORIZ. SHEATHING GAPS SHALL BE MIN. JV8 AND MAX. 5/16" TABLE 6: ROOF SHEATHING SPECIFICATION TYPICAL NAILING GABLE Ir SND NAILING SHINGLE: MIN. x/16 ", 24/16, 8d RING SHANK 8d RIN � SHANK @ 4" APA RATED OSB OR PLYWOOD @ 6 O.C. EDGE, O.C. EDGE, 4 O.C. FIELD SHEATHING 6" O.C. FIELD WITHIN j4' OF ROOF END TILE: MIN. 15/32", 32/24, APA 8d RING SHANK 8d RING SHANK @ 4" RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING 6" O.C. FIELD WITHIN 4' OF ROOF END METAL: MIN. YL", 32/24, APA 8d RING SHANK 10d RIG SHANK @ 4" RATED OSB OR PLYWOOD @ 6" O.C. EDGE, O.C. EDGE, 4" O.C. FIELD SHEATHING 6" O.C. FIELD WITHIN �4' OF ROOF END ROOF SHEATHING NOTES: 1. ROOF SHEATHING SHALL BE INSTALLED WITH LONG DIMENSION PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED 3. SEE DETAIL 1 /SO.0 TARI F 7- FLOOR SHEATHING SPECIFICATION TYPICAL NAILING MIN 3/8" PLYWOOD OR OSB 23/32 T&G O`;B OR PLYWOOD SHEATHING 10d COMMON @ 6" O.C. FIELD EDGE, 6" O.C. ROOF SHEATHING NOTES: i' STALLED WITH LONG dhIMENSION 1. FLOOR SHEATHING SHALL BE IN PERPENDICULAR TO THE SUPPORTS 2. PANEL EDGE BLOCKING IS NOT REQUIRED 3. SEE DETAIL 1/S0.0 * SHEATHING GAP: MIN. �, _MAX. Ws„ BOUNDARY OF SHEATHING , . . . . . EXAMPLE OF All. TYPICAL NAILING MIN 3/8" PLYWOOD OR OSB UNSUPPORTED LAMINATEO VENEER LUMBER Bh^ (UNBLOCKED) PANEL 5d COOLER @ 6" O.C. EDGE, 6" O.C. FIELD GREEN BOARD EDGE (TYPICAL) MONOLITH C SHEATHING GAP: II OC MIN. Ya" - MAX. 516, TOP PLATE TO STUD (BOTTOM PLY OF DOUBLE TOP PLATE END NAILED) CP, _ CC`.- EDGE NAILING II STRAND BOARD ULAR PER TABLE PRE ENG PRE-ENGINEERED (4) 10d @ FIELD NAILING PER TABLE WALL, ROOF OR FLOOR ADD FRAMING MEMBERS FRAMING WHEN MAX SHEATHING MEMBERS GAP IS EXCEEDED WALL, ROOF Et FLOOR SHEATHING NAILING ��oSCALE: 3/4" = V-0" TARI F 8: PORCH CEILING SHEATHING SPECIFICATION TYPICAL NAILING MIN 3/8" PLYWOOD OR OSB 8d COMMON @ 6" O.C. E GE, 6" O.C. FIELD LAMINATEO VENEER LUMBER Bh^ Y2" GYPSUM (WATERPROOF) 5d COOLER @ 6" O.C. EDGE, 6" O.C. FIELD GREEN BOARD MONO TYPICAL ABBREVIATIONS ADJ ADJACE'IT BEAM BOTTC'.' LVL LAMINATEO VENEER LUMBER Bh^ MANUF MANUFAC URER BC- MONO MONOLITH C BR= BEARING- CONCREIE MASONRY UNIT COTINUOUS DOUBLE OC ON CENTFR TOP PLATE TO STUD (BOTTOM PLY OF DOUBLE TOP PLATE END NAILED) CP, _ CC`.- OSB PERP ORIENTED PERPENDI STRAND BOARD ULAR DB_ PRE ENG PRE-ENGINEERED (4) 10d @ EA EE EACH EACH END PSF PSI POUNDS POUNDS ER SQUARE FOOT ER SQUARE INCH E0= EQ ENGINEER OF RECORD EQUAL PSL PT PARALLEL PRESSOR STRAND LUMBER TREATED EVA EACH WAY EXTERIOR REWF REINFORCING 1 O EX- READ REQUIRED TOE FB:. FLORIDA BUILDING CODE SF :SQUARE OOT FD'. FOUNDATION SPF SPRUCE FINE FUR FT FOOT SYP SOUTHERN YELLOW PINE FTG FOOT''. _ THRU THROUGH C- GIRDEF 'TRUSS TR THREADE ROD HSR HANG== TYP TYPICAL COMMON @ 8" O.C. HDR HEAL== UON UNLESS OTHERWISE NOTED HC='- HORIZ�'.�AL VERT VERTICAL TYPICAL MEMBER FASTENING TART F 9- WOOD MEMBER FASTENING SCHEDULE MEMBER CONNECTION TYPE DIAMETER FASTENERS 2Y2" TOP PLATE TO TOP PLATE FACE NAIL (3) ROWS 10d @ 12" OC STAGGERED TOP PLATE LAP FACE NAIL (16) 10d EVENLY SPACED TOP PLATE TO STUD (BOTTOM PLY OF DOUBLE TOP PLATE END NAILED) END NAIL (2) 10d @ 2x4 WALL (3) 10d @ 2x6 WALL (4) 10d @ 2x8 WALL STUD TO BOTTOM PLATE TOE NAIL (3) 10d @ 2x4 WALL (4) 10d @ 2x6 WALL (5) 10d @ 2x8 WALL RIM BOARD TO TOP PLATE TOE NAIL 1 O @ 6" OC CEILING JOIST TO TOP PLATE TOE NAIL (5) 10d FL 1)E#53311 CEILING JOIST TO RAFTER FACE NAIL (8) 10d TRUSS/RAFTER TO TOP PLATE TOE NAIL (2) 12d COMMON JACK RAFTER TO HIP TOE NAIL (3) 10d RAFTER TO RIDGE TOE NAIL (3) 10d BOTTOM PLATE TO RIBBON FACE NAIL 16d COMMON @ 8" O.C. WOOD MEMBER FASTENING UO -TES: 1, FASTENERS NOTED ON PLAN SHALL SUPERCEDE THE ABOVE TABLE 2. SEE DETAIL 1/S0.1 FOR TYPICAL BUILT UP MEMBER FASTENING REQUIREMENTS TABLE 10: NAIL SIZE LEGEND NAIL LENGTH DIAMETER 8d COMMON 2Y2" 0.131" 8d RING SHANK 23/8 0.113" 1Odx1Y2" 1Y2" 0.148" 10d 3" 0.1 31 " 10d COMMON 3" 0.148" 10d RING SHANK 3" 0.148" 12d COMMON 3Y4" 0.148" 16d COMMON 3Y2" 0.162" NAIL SIZE LEGEND NOTES: 1. USE BORED HOLES WHERE NEEDED TO PREVENT SPLITTING OF WOOD. BORED HOLES SHALL NOT BE GREATER THAN 75% OF THE NAIL DIAMETER 2. NOMINAL NAIL LENGTHS AND DIAMETERS FROM TABLE 10 SHALL BE MET PRIOR TO THE APPLICATION OF ANY PROTECTIVE COATING CONNECTER SCHEDULE FLAT STRAPS AND COIL STRAPS CONNECTOR FASTENERS LSTA12 (10) 10d MSTA24 (18) 1 O CSI LAP EA END 1 i° &FASTEN W/ (10) tOd CS18 LAP EA END 10" &FASTEN W/ (9) 10d POST BASES CONNECTOR FASTENERS ABU44 (12) 16d INTO POST, 5/8" THREADED ROD INTO SLAB ABU66 (12) 16d INTO POST, 5/8" THREADED ROD INTO SLAB TWIST STRAPS CONNECTOR FASTENERS H25T (5) 8d EACH .ND MTS12 (14) 10d HTS16 (16) 1 O rHTS20 (20) 10d CONNECTOR FASTENERS A34 (8) 8dxY2 A35 (12) 8dxY2 FRAMING ANGLES HANGERS MATERIAL SPECIFICATIONS 1 ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED OR BETTER. RETROFIT REBARRZROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND '/8" LARGER THAN THREADED ROD SIZE. (UON) EPDXY: ITW RED HEAD A7 DUAL CARTRIDGE (MINIMUM EDGE DISTANCE PER MANUFACTURES SPECIFICATION) REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. 50. psi STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE LUS28 (6) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER LUS210 WELDED WIRE FABRIC (WWF)SHALL BE ASTM A1064. (8) No 53311 CARRYING MEMBER (4) 10d TO CARRIED MEMBER HU210-2/HUC210-2 (18) LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER SHALL MEET OR EXCEED THE FOLLOWING DESIGN CARRYING MEMBER = �r ST HU212-2/HUC212-2 PROPERTIES - ELASTIC MODULUS E 1,900ksi, BENDING STRESS (Fb) 2600psi, PLY WIDTH OF 1.75" (22) .. 4.Q (10) 10d TO CARRIED MEMBER HU410 ,, Off.•' • . ' �� ,.� 16d TO CONCRETE SPECIFICATIONS: (10) 10d TO CARRIED MEMBER ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318, AND SHALL BE CONSTRUCTED IN ACCORDANCE HOLD DOWNS WITH ACI 301, 318 AND ALL OTHER APPLICABLE REFERENCED STANDARDS. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS. LLI is A. Pont i ;o, P E FL 1)E#53311 CONCRETE MASONRY SPECIFICATIONS: MASONRY SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE WITH ACI 530, AC1530.1 AND ASTM C90. REVISIONs DATE MASONRY UNITS SHALL BE HOLLOW LOAD-BEARING, GRADE N, TYPE 1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT AND MORTAR SHALL BE DESIGNED, CONSTRUCTED AND TESTED IN ACCORDANCE ASTM C476, ASTM C1019, ASTM C270. GROUT SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 psi AND A MAXIMUM COURSE AGGREGATE SIZE OF 3/8" PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL BE TYPE M OR S. CELLS CONTAINING VERTICAL REINFORCEMENT SHALL BE GROUTED IN 5'-0" MAXIMUM LIFTS. WHEN LIFT SHALL EXCEED 5-0", PROVIDE CLEAN OUTS IN BOTTOM COURSE OF MASONRY WALL. FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU CLAY MASONRY (BRICK): BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, 0216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW PON11G0 &ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY BRICK, RESPECTFULLY. TYPE N MORTAR MAY BE USED IN BRICK VENEER. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY CONNECTOR FASTEUERS LUS28 (6) 10d TO CARRYING MEMBER (4) 10d TO CARRIED MEMBER LUS210 (8) 10d 00 CARRYING MEMBER (4) 10d TO CARRIED MEMBER HU210-2/HUC210-2 (18) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER HU212-2/HUC212-2 (22) 16C TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER HU410 (18) 16d TO CARRYING MEMBER (10) 10d TO CARRIED MEMBER HOLD DOWNS CONNECTOR FASTENERS (8) SDS Y4"x2Y2" NTO STUDS/POST W/ Y2" THREADED ROD EPDXIED 4" DTT2Z OR V'x6" TI TEN HD (10) 10d INTO STUDS/POST W/ Y2" THREADED ROD EPDXIED 4" OR LTT20B Y2" x6" TI TEN HD HTT5 (26) 16dx2Y2 INTO STUDS/POST W/ 5/8" THREADED ROD EPDXIED 7Y2" HDU5 (14) SDS Y4"x2Y2" INTO STUDS/POST W/ 5/8" THREADED ROD EPDXIED 7Y2" CONNECTOR NOTES: 1. FOR CONNECTORS NOT SHOWN ABOVE, CONSULT THE MANUFACTURER'S CATALOG AND INSTALL FASTENERS THAT WILL PROVIDE THE GREATEST CAPACITY 2, CONNECTORS SHOWN AR SIMPSON-STRONG-TIE. ALTERNATIVE MANUFACTURER IS ACCEPTABLE AS LONG AS PUBLISHED VALUES ARE GREATER GENERAL NOTES FOUNDATION: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES, FOOTINGS HAVE BEEN DESIGNED WITH A MAXIMUM SOIL BEARING PRESSURE OF 2000 PSF, A SOILS INVESTIGATION REPORT BY OTHERS IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE EOR SHALL BE NOTIFIED, SOIL SHALL BE FREE OF ORGANIC AND COHESIVE (CLAY) MATERIAL. EXISTING SOIL AND STRUCTURAL FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. FOUNDATION PLAN ONLY CONVEYS STRUCTURA,I._. INFnRMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL FLANS. DO NOT SCALE DRAWINGS, REFER TO ARCHITECTURAL PLANS FOR ALL DIMENSIONS. MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS. PROVIDE #3 @ 48" O.C. OR ROD CHAIRS PER FOUNDATION DETAILS. PROVIDE CONTINUITY OF REINFORC'NG AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINi1vU;`::1 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN REINFORCING SHALL BE 48 BAR DIAMETERS, WHERE PERMITTED. STEM WALLS CONSTRUCTED W/ MASONRY UNITS SHi�LL BE COURSED W/ RUNNING BONDS. STACKED BONDS ARE NOT PERMITTED. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT AS SPECIFIED ON PLAN AND AT CORNERS, WALL ENDS, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEM WALLS CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, EVERY OTHER COURSE. VERTICAL REINFORCING SHALL BE INCREASED AS NOTED ON PLAN. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". SLABS ON GRADE: 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 PREVENTION OF SUBTERRANEAN TERMITES. SAWCUT CONTROL JOINTS SHALL BE INSTALLED THROUGHOUT ENTIRE SLAB ON GRADE. 1" DEEP SA',"JCUTS SHALL PLACED IN A 12'x12' GRID WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE -TREATED. IF, ACO OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. PRE-ENGINEERED WOOD TRUSSES: SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NEPA, TPI, AND AITC 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP DRA\MNGS. ALL TRUSS -TO -TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER, ALL TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HAINDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES, HIB -91." AT MULTIPLE STRAP CONNECTIC!,IS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. ROOF COVERING SPECIFICATIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D316-1 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. GUARDRAILS AND HANDRAILS: SHALL BE DESIGNED PER FBC, COMPLIANCE WITH THESE REQUIREMENTS IS THE RESPONSIBILITY OF THE: RAILING MANUFACTURER. PRE-ENGINEERED MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED HEREIN SHALL BE DESIGNED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONNECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO FABRICATION OF MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: /711- DATE: i"� °`� y Ikjur FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. DESIGN CRITERIA, SPECS, & GENERAL NOTES DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. 1F A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA D"IG 777--) REMODEL DRAWN/DESIGN/CHECKED SAL/ JMD / LAP DATE 08/07/18 SCALE AS NOTED LPA SOB ft BEET -18-00841 SQUARE FOOTAGE SHEEN S000 SHEET 1OF 4 (3} d 10d O I . 1 3 3 ,> @ 12 O.C. � EA. SIDE ••... •• • : '. z (3 3/8 EA. SIDE z � FASTENMASTER z � :4:�°� ,:°•W �•. °•:'�;. TRUSSLOK WOOD = N 0 TE S: �` 3 12d _ N () 4 � � 1. THESE GUIDELINES APPLY TO UNIFORMLY LOADED BEAMS SELECTED FROM THE QUICK y. .�:•��� �' Z SCREW @ 2 DO NOT: CUT, NOTCH, OR DRILL HOLES IN COMMON OC REFERENCE TABLES OR THE UNIFORM LOAD TABLES OR DESIGNED WITH LP'S BEAMS HEADERS UNLESS REVIEWED @ 12" 0. C. 1'—O" IN. 2x DIAMETE 1'—O, / Lou P o n t i g o and DESIGN SPECIFICATION SOFTWARE ONLY. FOR ALL OTHER APPLICATIONS, SUCH AS BEAMS WITH BY DESIGN PROFESSIONAL EA. SIDE CONCENTRATED LOADS, PLEASE CONTACT YOUR LP®SOLIDSTART�ENGINEERED WOOD Associates, Inc. (2)2x— (3)2x_ OF LARGER HOL BEAM BEAM PRODUCTS DISTRIBUTOR FOR ASSISTANCE. 420 Osceola Avenue " R ATER THAN 2 12" 1'/ " @ 2x6 2. ROUND HOLES CAN BE DRILLED ANYWHERE IN "AREA A"PROVIDED THAT: NO MORE THAN Jacksonville Beach, F1.32250 (2)12 OR SMALLER GRE {) 4 � FOUR HOLES ARE CUT, WITH THE MINIMUM SPACING DESCRIBED IN THE DIAGRAM. THE Ph: 242-0908 Y „ „ F L: CA # 8344 LVL 7. LVL NON LOAD BEARING LOAD BEARING 1 /2 @ 2x8 2 3 BEAM L SIZE EXTERIOR WALL BORED HOLE SIZE WALL BORED HOLE SIZE WALL NOTCH - :: :: ` ,�R.EA : ; = 60% 25% MAXIMUM HOLE SIZE IS 1-1 /2" FOR DEPTHS UP TO 9-1/4, AND 2 FOR DEPTHS GREATER 2x4 „ 1 3/8 — „ 2 Ye„ 78>, 1 3/ „ (2)2x4 — 2 Y$ „ 2 Y8 >, /8 DEPTH DEP I 2 x 6 2 Y4" — 3 5/ 6„ : 2 Y4„ 2 2 x 6 _ 3 5/ 6„ THAN 9 -1 4. 3 1 /8 „ 2 Y4 „ 2x8 2 /8 � ,> — 4 3/8„ 1 13� 6" 2 7/8 2 2x8 — 4 3/8„ 4 3/8„ 1 13Yl 6„ 2 7/8„ co NAILS `� 3. RECTANGULAR HOLES ARE NOT ALLOWED. 12d — 3 6 Y4" () FROM OTHER 4. DO NOT DRILL HOLES IN CANTILEVERS WITHOUT PRIOR APPROVAL FROM THE PROJECT DESIGNER. � (3) 5 FASTENMASTER SIDE OF 2nd ° Y3 SPAN LENGTH �\_FASTENMASTERPLY. TRUSSLOK 0 X01 5. OTHER HOLE SIZES AND CONFIGURATIONS MAY BE POSSIBLE WITH FURTHER ENGINEERING TRUSSLOK WOOD WOOD SCREW @ " ANALYSIS. FOR MORE INFORMATION, CONTACT YOUR LP SOLID START ENGINEERED WOOD SCREW @ 16" OC 16 OC PRODUCTS DISTRIBUTOR. x ° ° CLEAR SPAN 4 6. UP TO THREE 3/4" HOLES MAY BE DRILLED IN AREA B TO ACCOMMODATE WIRING AND/OR (3)PLY (4)PLY WATER LINES. THESE HOLES SHALL BE AT LEAST 12" APART. THE HOLES SHALL BE LOCATED IN EXCEPTION: LVL LVL 2x6 2x8 2 x4 THE MIDDLE THIRD OF THE DEPTH, OR A MINIMUM OF 3" FROM THE BOTTOM AND TOP OF THE SMALL HOLES MAY BE DRILLED IN or POST POST BEAM HOLE DETAIL BEAM, FOR BEAMS SHALLOWER THAN 9-1/4", LOCATE HOLES AT MID—DEPTH. ACCORDANCE WITH THE BEAM HOLE DETAILS. OTECT PLUMBING HOLES FROM MOISTURE X011 , , , ` �,. tv ``� 0 ,'',''''i J� •'�GENS� C� a fn 00 �0C ,ON -- - - Luis A. Ponti3o, PE FL P E#53311 PR • NOTES: 1. TYPICAL CONNECTION AT STUD COLUMNS, JACK—TO—KING ASSEMBLIES, CORNER POSTS, ETC. REVISIONS DATE 2. SEE FASTENMASTER FOR TRUSSLOK INSTALLATION RECOMMENDATIONS PSL LVL AND HEADERS 2 ALLOWABLE HOLES IN , 1 BUILT UP MEMBER FASTENING - „ ��0.1)SCALE. 3/4 S0.1 SCALE: NTS CONTRACTOR SHALL CONTACT LOU E 11: PENETRATIONS THROUGH STUDS POKING Et ASSOCIATES PRIOR TO TAB L MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MACE PRIOR TO BEING APPROVED BY LOU PON IGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FIELD ALTERATION WALL SIZE STUDS LOAD BEARING OR NON LOAD BEARING LOAD BEARING NON—LOAD BEARING WALL L SIZE EXTERIOR WALL BORED HOLE SIZE WALL BORED HOLE SIZE WALL NOTCH WALL NOTCH 40% 60% 60% 25% 40% 2x4 „ 1 3/8 — „ 2 Ye„ 78>, 1 3/ „ (2)2x4 — 2 Y$ „ 2 Y8 >, /8 1 3$„ /8 2 x 6 2 Y4" — 3 5/ 6„ 1 3/8„ 2 Y4„ 2 2 x 6 _ 3 5/ 6„ 3 5/1 6" 3 1 /8 „ 2 Y4 „ 2x8 2 /8 � ,> — 4 3/8„ 1 13� 6" 2 7/8 2 2x8 — 4 3/8„ 4 3/8„ 1 13Yl 6„ 2 7/8„ WALL SIZE HOLE SIZE 2X4 1 3/4,. 2 x 6 2 3/4" 2 x 8 3 5/8" NOTCH 25% NOTCH 40% OF STUD OF STUD WIDTH MAX. WIDTH MAX. EXTERIOR OR NON IB EA RING BEARING WALL PA kTITION NOTE: a PLATES: SEE SECTION 2308 9.10, 2308 9.11, AND F CURE 2308 9.10 IBC TOP AND BOTTOM PLATE HOLE, CUT OR NOT THAT IS 50% OR MORE OF TIS AT ..._. WIDTH MUST BE REPAIRED USING 16 GA.(MIN. ) METAL TIE THAT AR WALL I T LEAST 1Y2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHE MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) 3 CUTTING, NOTCHING, BORED HOLESIN STUDS DS AND PLATES S ALE: 3 " = 1,_0„ �01sc 4 / 10 Co(.)HY`..� .. . TYPICAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.0 -R. ___ r LPA DWG TEMPLATE --*') REMODEL DRAWN/DESIGN/CHECKED SAL JM D / LAP DATE 08/07/18 SCALE AS NOTED LPA JOB # BEET -18-00841 SQUARE FOOTAGE SHEET Soo] SHEET 2 OF 4 � „ 1„ 3/2 2 3 - STUD FACE STUD FACE BORED HOLES $" MIN. MIN. DIA, 40% OF BORED HOLES STUD WIDTH, DIA. 60% OF 60% OF STUD STUD WIDTH WIDTH IF DOUBLE MAX. STUD NOTCH 25% NOTCH 40% OF STUD OF STUD WIDTH MAX. WIDTH MAX. EXTERIOR OR NON IB EA RING BEARING WALL PA kTITION NOTE: a PLATES: SEE SECTION 2308 9.10, 2308 9.11, AND F CURE 2308 9.10 IBC TOP AND BOTTOM PLATE HOLE, CUT OR NOT THAT IS 50% OR MORE OF TIS AT ..._. WIDTH MUST BE REPAIRED USING 16 GA.(MIN. ) METAL TIE THAT AR WALL I T LEAST 1Y2" WIDE (SECTION 2308 9.8 IBC) IF WALL IS A SHE MUST BE REPAIRED USING HARDY FRAME SADDLE (HFS) 3 CUTTING, NOTCHING, BORED HOLESIN STUDS DS AND PLATES S ALE: 3 " = 1,_0„ �01sc 4 / 10 Co(.)HY`..� .. . TYPICAL DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.0 -R. ___ r LPA DWG TEMPLATE --*') REMODEL DRAWN/DESIGN/CHECKED SAL JM D / LAP DATE 08/07/18 SCALE AS NOTED LPA JOB # BEET -18-00841 SQUARE FOOTAGE SHEET Soo] SHEET 2 OF 4 EXISTING WOOD _WALLS VIEW (2)"x6-1 /1 w Z N N ........ .. .... .. .. ..... _._._........... -UNLESS OTHERWISE NOTED, ALL INTERIOR WALLS ARE NON LOAD BEARING AND MAY BE REMOVED AS NEEDED __--............-------•---...... ............... -_ EXISTING HEADER 'i TO REMAIN AS IS. ALL EXISTING LOAD BEARING OPENINGS SHALL REMAIN AS IS UNLESS OTHERWISE NOTELD FASTEN NEWWOOD WALL TO EXISTING PER 2/S2.0 (TYP) ............................ . ........ ... . ...... = -------- :' ___ ............. - IAIfs !lf% / U . WOOD INFILL STUDS 16"O.C. MAX. SEE S2.0 FOR TYPICAL FRAMING DETAILS A r C\/ICrIKIr_ %A/nnn &nnlTinN. J'1 I r_/\1 �r I II . v .. — -- . .— — - -REPLACE WATER DAMAGED WALL SHEATHING PER TABLE 5/SO.0. -VERIFY SOLE PLATES ARE INSTALLED PER 4/S2.0 -VERIFY WALL STUDS ARE MIN. 2x4 SPF#2 C) 16" OC AND FRAMED PER S2.0 -VERIFY UPLIFT STRAPPING IS PRESENT IN ALL WALLS -CONTACT EOR IF ANY OF THE ABOVE CINDITIONS ABOVE ARE NOT MET er INFORMATION SHOWN ON THESE DRAWINGS REGIARRDDI G EXISTING SOURCES AT CONDITIONS HAVE BEEN OBTAINED BASEDON THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OSRES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTUREAND PERSONNEL N DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY CONTRACTOR. CD C X W 1 EXISTING CMU WALLS , , , m � ._ - UNLESS OTHERWISE NOTED , ALL o INTERIOR WALLS AR N LOAD o .--_------ BEAD++ O ----_SND MAY E RE401VED J _.-_..._ - ._..._ ..._.-......__-- -- AS NEEDED z---------- - - `------------------ ------------------------------------------ �_-= -------------------------------------- --- ----- _ ... .............................. x W ALL EXISTING LOAD B ARING OPENINGS SHALL REMIAIN AS IS UNLESS OTHERWISE N QTED 0 MAKING ANY STRUCTURAL FIELD 0 Z rrnn V Z z_w FROM THE INTENT OF THE ORIGINAL ~ O cn X W CONTRACTOR VERIFY MIN. 8"x12" BEING APPROVED BY LOU PONTIGO & CONTINUOUS CONCRETE LINTEL SPANNING NEW ADDITIONAL ENGINEERING OR OPENING. CONTACT NEW 3'•.,-0 EOR IF OTHER PENIN CONDITIONS EXIST. REMOVE EXISTING CMU UP TO EXISTING LINTEL. PROPOSED FRA --...----=--: -----------............ SOLID GROUT �- CELLS ADJACENT TO NEW OPENING ING PLAN EXISTING 6'-0" OPENING TO REMAIN AS IS. CONTRACTOR VERIFY MIN. 8"x12`' CONTINUOUS CONCRETE LINTEL SPANNING OPENING. CONTACT EOR IF OTHER CONDITIONS EXIST. EXISTING TWO POINT ------- BEARING CONVENTIONAL ROOF FRAMING TO REMAIN AS IS UNLESS OTHERWISE NOTED, INTERIOR WALL ARE NOT LOAD BEARING AND MAY BE REMOVED AS NEEDED U fl ........... .................... .................................. ----------------------------------------------- O ' EXISTING TWO POINT - - BEARING PRE-ENGINEERED ROOF TRUSSES @ 24" OC v, LL TO ;REMAIN AS IS '✓,A �:;'}}'b �5,:':,d�3,s'''• •'r �''' :d A'.'•'v '• .•moi? {',. :;:$'• •r�' ';��:�>Si ice: v 'ti>rr' r Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, Fl. 32250 Ph: 242-0908 F L: CA # 8344 -r u/v -, J� •GENS • Cp ' No. 53311 o S OF Luis A. Pontigo, PE FL P E#53311 REVISIONS DATE FIELD ALTERATION , .................................. m.....................................- . . ....... - ------- . ........ .. . .. . ........... -- ----------- _...... - - -- - -- .....,.---....------ -- J UNLESS ;OTHERWISE NOTED`,, INTEMOR 'MALL ARE NOT LOAD ;. :- - ---:BEA_ R1N .__AND M AY B ....................................... :::::----::::--=---- AS NEEDED X - .. - -- - -------------------...................................................... ---------- ---------'------ v EXISTING ROOF LAYOUT NOTES: EXISTING FRAMING LAYOUT SHOWN AS REFERENCE ONLY. CONTRACTOR VERIFY ROOF FRAMING SHOWN MATCHES ACTUAL FIELD CONDITIONS. CONTACT EOR IF OTHER CONDTIONS EXIST PROPOSED AND EXISTING ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA DWG TEMPLATE -) (0 REMODEL D RAW N/DESIGN/CH ECKE D SAL/ JMD / LAP DATE 08/07/18 SCALE AS NOTED LPA JOB # BEET -18-00841 SQUARE FOOTAGE SHEET S160 SHEET 3 OF 4 CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MACE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. , .................................. m.....................................- . . ....... - ------- . ........ .. . .. . ........... -- ----------- _...... - - -- - -- .....,.---....------ -- J UNLESS ;OTHERWISE NOTED`,, INTEMOR 'MALL ARE NOT LOAD ;. :- - ---:BEA_ R1N .__AND M AY B ....................................... :::::----::::--=---- AS NEEDED X - .. - -- - -------------------...................................................... ---------- ---------'------ v EXISTING ROOF LAYOUT NOTES: EXISTING FRAMING LAYOUT SHOWN AS REFERENCE ONLY. CONTRACTOR VERIFY ROOF FRAMING SHOWN MATCHES ACTUAL FIELD CONDITIONS. CONTACT EOR IF OTHER CONDTIONS EXIST PROPOSED AND EXISTING ROOF FRAMING PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. LPA DWG TEMPLATE -) (0 REMODEL D RAW N/DESIGN/CH ECKE D SAL/ JMD / LAP DATE 08/07/18 SCALE AS NOTED LPA JOB # BEET -18-00841 SQUARE FOOTAGE SHEET S160 SHEET 3 OF 4 SLAB ON GRADE SEE PLAN EDOOF SHEATHING, EXISTING (STING 1—STORY EXTERIOR WALL JALL SHEATHING, ;EE TABLE 5/S0.0 NO 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS. SEE PLAN FOR STUD SIZE AND SPACING REQUIREMENTS 2, USE SYP#2 FOR ALL HEADERS, BEAMS, RAFTERS, AND JOISTS 3. USE SYP#2 FOR ALL TOP PLATES AND BOTTOM PLATES. USE SYP#2 PT FOR BOTTOM PLATES THAT BEAR ON CONCRETE SLAB 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, PLEASE PLAN FOR STUD SIZ EAND SPAINCING. UON 5. FASTEN INTERIOR BEARING WALL BOTTOM PLATES TO SLAB W/ 10d MASONRY CUT NAILS @ 48" O.C. ADDITIONAL ANCHORS REQD @ SHEAR WALLS. SE= PLAN -*\ TYPICAL WALL SECTIONS SCALE: 3/4>, _ 1>-0„ TORI P_ 1 i�nl E PI ATE ANCHOR SCHEDULE EDGE DISTANCE SEE TABLE ABOVE %8" GAP EMBEDMENT DEF SEE TABLE ABs WASHER SZE, SEE TABLE ABOVE ANCHOR TYPE AND SPACING, SEE TABLE ABOVE SECTION VIEW NOTES: 1. ANCHORS REQD AT ALL EXT WALLS, PLATE BREAKS, AND KING STUDS SOLE PLATE ANCHOR ASSEMBLY AND SPACING SCALE: 3/4" EXISTING STUD WALL EXISTING ' NEW WOOD WALL WOOD EXISTING STUD WALL 2x_ P.T. STUD FASTEN W/ 1/4 "x3" SDS SCREWS @ 16" OC STAGGERED NEW STUD WALL NEW WALL SHEATHING ADD (2)2x4 STUD W/IN EXISTING WALL FOR NEW WALL CONNECTION -� 2x— P.T. STUD FASTEN REMOVE BRICK TO CMI WALL w/ 1/4 j'x3" SDS SCREWS NEW STUD -",--- @ 16" jO.C. WALL141- 2 NEW WALL TO EXISTINO WOOD WALL S2.0 SCALE: 3/4" 2x4 BLOCKING @ 24" 0. C. FASTEN EE w/ (3)10d (4)10d EA BLOCK WALL INTERSECTION CONDITIONS FULL HEIGHT ANCHOR STUD BELOW LOWER TOP PLATE AT BREAK ORTHC OF m FULL HEIGHT ANCHOR. SEE PLAN FULL HEIGHT ANCHOR. SEE PLAN CORNER CONDITIONS OVER LAP DOUBLE TOP PLATES EW NOTES: 1. ~— DENOTES 10d @ 6" O.C� VERTICAL, UON 2. DENOTES SOLE PLATE NCHOR, SEE SCHEDULE 3. DENOTES FULL HEIGHT LLNCHOR, SEE PLAN 4. OVERLAP TOP PLATES AT CO'i�NERS & INTERSECTIONS 5. SOLE PLATE ANCHOR NOT REIQD WHEN BASE ANCHOR IS INSTALLED s TYPICAL CORNER Et I TERSECTION FRAMING S2.0 SCALE: 3/4» = V—O" KING STUD TO TON NLA I L: LSTA18. NO-- REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 48" CONVENTIONAL STRAPPING WHERE NOTED ON PLAN i SYP#2 PT BOTTOM PLATE TYPICAL SOLE PLATE BREAK SEE TABLE 9/SO.0 FOR TYPICAL STUD TO BOTTOM PLATE CONNECTION 2 S2.0 1?7 y2" MIN 12" MAX 3 TYPICAL WALL ELEVATIONS SCALE: 3/4" = 1'-0" TYPICAL TOP PLATE SPLICE: MIN 48" W/ MIN (16) 10d EVENLY SPACED WINDOW HEAD SEE TABLE 12/S2.0 FASTEN CRIPPLES EA END W/ (2) 10d TOE—NAILS (TYP) WINDOW SILL SEE TABLE 12/S2.0 E3 SYP#2 DOUBLE TOP PLATE. FASTEN TOGETHER W/ (3) ROWS 10d @ 12" O.C. STAGGERED SEE TABLE 9/SO.0 FOR TYPICAL TOP PLATE TO STUD CONNECTION SEE FRAMING PLANS FOR HEADER AND JACK/KING STUD SPECIFICATIONS FULL HEIGHT ANCHOR SEE PLAN FOR LOCATIONS SEE PLAN FOR WALL STUD SIZE AND SPACING TYPICAL SOLE PLATE ANCHOR. SEE 4/S2.0 ANCHOR REQD AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS, PLATE BREAKS, AND KING STUDS Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, Fl. 32250 Ph: 242-0908 F L: CA # 8344 �CENs EDGE ECGE ANCHOR TYPICAL SHEARWALL WASHER EMBEDMENT DISTANCE DISTANCE TYPE SPACING SPACING SIZE DEPTH 2x4 WALL 2x6 WALL 3/8" 0 TR 40" OC 16" O.C. 2„ x 2„ x�8„ 3/2„ 1 3/ „ 4 2 3/�„ /2„ O TR 48" OC 24" 0. C. 2" X 2" x�8„ 3/2„ 3 1 /4 2 3/4'1 EDGE DISTANCE SEE TABLE ABOVE %8" GAP EMBEDMENT DEF SEE TABLE ABs WASHER SZE, SEE TABLE ABOVE ANCHOR TYPE AND SPACING, SEE TABLE ABOVE SECTION VIEW NOTES: 1. ANCHORS REQD AT ALL EXT WALLS, PLATE BREAKS, AND KING STUDS SOLE PLATE ANCHOR ASSEMBLY AND SPACING SCALE: 3/4" EXISTING STUD WALL EXISTING ' NEW WOOD WALL WOOD EXISTING STUD WALL 2x_ P.T. STUD FASTEN W/ 1/4 "x3" SDS SCREWS @ 16" OC STAGGERED NEW STUD WALL NEW WALL SHEATHING ADD (2)2x4 STUD W/IN EXISTING WALL FOR NEW WALL CONNECTION -� 2x— P.T. STUD FASTEN REMOVE BRICK TO CMI WALL w/ 1/4 j'x3" SDS SCREWS NEW STUD -",--- @ 16" jO.C. WALL141- 2 NEW WALL TO EXISTINO WOOD WALL S2.0 SCALE: 3/4" 2x4 BLOCKING @ 24" 0. C. FASTEN EE w/ (3)10d (4)10d EA BLOCK WALL INTERSECTION CONDITIONS FULL HEIGHT ANCHOR STUD BELOW LOWER TOP PLATE AT BREAK ORTHC OF m FULL HEIGHT ANCHOR. SEE PLAN FULL HEIGHT ANCHOR. SEE PLAN CORNER CONDITIONS OVER LAP DOUBLE TOP PLATES EW NOTES: 1. ~— DENOTES 10d @ 6" O.C� VERTICAL, UON 2. DENOTES SOLE PLATE NCHOR, SEE SCHEDULE 3. DENOTES FULL HEIGHT LLNCHOR, SEE PLAN 4. OVERLAP TOP PLATES AT CO'i�NERS & INTERSECTIONS 5. SOLE PLATE ANCHOR NOT REIQD WHEN BASE ANCHOR IS INSTALLED s TYPICAL CORNER Et I TERSECTION FRAMING S2.0 SCALE: 3/4» = V—O" KING STUD TO TON NLA I L: LSTA18. NO-- REQUIRED AT GABLE ENDS OR OPENINGS LESS THAN 48" CONVENTIONAL STRAPPING WHERE NOTED ON PLAN i SYP#2 PT BOTTOM PLATE TYPICAL SOLE PLATE BREAK SEE TABLE 9/SO.0 FOR TYPICAL STUD TO BOTTOM PLATE CONNECTION 2 S2.0 1?7 y2" MIN 12" MAX 3 TYPICAL WALL ELEVATIONS SCALE: 3/4" = 1'-0" TYPICAL TOP PLATE SPLICE: MIN 48" W/ MIN (16) 10d EVENLY SPACED WINDOW HEAD SEE TABLE 12/S2.0 FASTEN CRIPPLES EA END W/ (2) 10d TOE—NAILS (TYP) WINDOW SILL SEE TABLE 12/S2.0 E3 SYP#2 DOUBLE TOP PLATE. FASTEN TOGETHER W/ (3) ROWS 10d @ 12" O.C. STAGGERED SEE TABLE 9/SO.0 FOR TYPICAL TOP PLATE TO STUD CONNECTION SEE FRAMING PLANS FOR HEADER AND JACK/KING STUD SPECIFICATIONS FULL HEIGHT ANCHOR SEE PLAN FOR LOCATIONS SEE PLAN FOR WALL STUD SIZE AND SPACING TYPICAL SOLE PLATE ANCHOR. SEE 4/S2.0 ANCHOR REQD AT ALL EXTERIOR WALLS AND ADJACENT TO CORNERS, PLATE BREAKS, AND KING STUDS Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jacksonville Beach, Fl. 32250 Ph: 242-0908 F L: CA # 8344 Luis A. PontAgo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MACE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FRAMING DETAILS DO NOT SCALE DIMENSIONS FRJIS THESE DRAWINGS. IF A DIMENSIOUNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS O CONTACT THE E.O.R. — r --") LPA DWG TEMPLATE REMODEL DRAWN/DESIGN/CHECKED SAL/ JMD / LAP DATE 08/07/18 SCALE AS NOTED LPA ]OG # BEET -18-00841 sQuA�E Eoo-rAc,c SHEET • SHEET 4 OF 4 �CENs No. �~ ft Y) ST OF o s w 00 L 11wk0k Luis A. PontAgo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MACE PRIOR TO BEING APPROVED BY LOU PONTIGO & ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FRAMING DETAILS DO NOT SCALE DIMENSIONS FRJIS THESE DRAWINGS. IF A DIMENSIOUNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS O CONTACT THE E.O.R. — r --") LPA DWG TEMPLATE REMODEL DRAWN/DESIGN/CHECKED SAL/ JMD / LAP DATE 08/07/18 SCALE AS NOTED LPA ]OG # BEET -18-00841 sQuA�E Eoo-rAc,c SHEET • SHEET 4 OF 4 GENERAL NOTES SCALE: N.T.S. —�I Construction from these plans should not take place without the assistance of a construction professional. Issuance of plans from this office shall not relieve the builder of responsibility to review and verify all plans, dimensions and details, and their a herence to applicable building codes, prior to commencement of construction. All dimensions are approximate due to the nature of any renovation to an existing structure and should be verified before construction. responsible for project afet under the requirements of O.S.H.A. The sub contractor shall be respo p ) � Y All work shall be in strict compliance with the 2017 Florida Building Code, Residential, and County Building Department. Exterior wails on the original portion of the house a -e concrete block. Exterior walls on the addition are wood frame. All interior walls are 2x4, unless noted. All angles are 45 degrees unless otherwise noted. All interior and exterior o step fl & ste finishes shall h ve a non -slip finish to meet ASTM C1028 static coeficient of friction minimum of 0.6. All wood in contact with masonry, concrete or eartf� shall be pressure treated appropriatelyriately for the condition. ALL INFORMATION PROVIDED ON THESE PLANS MUST BE VERIFIES BY OWNER, BUILDER/ CONTRACTOR AND ENGINEER PRIOR TO CONSTRUCTION. 5 3-1011 I 2668 7 E LAUNDRY 51_g11 X 6'-1" GL05ET 4150 FTLn.�t_5tt X 6,_-111 38 50 FT 51 50 FT tii,-- 4q 5G FT — dll Qu cr t MASTER BDRMul 131_111 X 181_gtt I �- 215 50 FT 253 50 FT I 2540DN 040DH 25400H (� t OCCUPANCY CLA55: GROUP R-3 APPLICABLE CODES: FLORIDA BUILDING CODE 2011 EXI5TING BLDG. RESIDENTIAL LEVEL 2 ALTERATION 2008 NATIONAL ELECTRIC CODE 2001 FLORIDA FIRE PROTECTION CODE COAG CODE OF ORDINANCES NOTES COMPLY Yell FLORIDA BUILDING CODE 201-1 - RESIDENTIAL: FBC 2017 - R320.1 ACCESSIBILITY All new single-family houses, duplexes, triplexes, condominiums and townhouses shall provide at least one bathroom, located with maximum possible privacy, where bathrooms are provided on habitable grade levels, with a door that has a 29 -inch (737 mm) clear opening. FBC 2017 EXISTING BUILDING LEVEL 2 806.1 - A building, facility, or element that is altered shall comply with the provisions of the Florida Building Code, Accessibility. FBC 2017 ACCESSIBILITY, CHAPTER 2 This code establishes standards for accessibility to places of public accommodation and commercial facilities by individuals with disabilities. This code shall also apply: to residential buildings pursuant to Section 553.504(2), F.S., and the ADA Standards for Accessible Design, This code applies to: portions of altered buildings and facilities as determined by the ADA Standards for Accessible Design; and the requirements for alterations as determined by the ADA Standards for Accessible Design. FBC 2017 -R308.4.5 GLAZING & WET SURFACES Glazing in walls, enclosures or fences containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs, showers and indoor or outdoor swimming pools where the bottom exposed edge of the glazing is less than 60 inches (1524 mm) measured vertically above any standing or walking surface shall be considered to be a hazardous location. This shall apply to single glazing and each pane in multiple glazing. FBC 2017 EXISTING BUILDING LEVEL 2 804.4.3 - Individual sleeping units and individual dwelling units in any work area in Group R and I-1 occupancies shall be provided with smoke alarms in accordance with the Florida Fire Prevention Code. o N �— BEDROOM 10'-11" X 10'-S" ! BEDROOM " 12q 50 FT c�X 13111116 5G FT S 2 121 56Z FT 1115GFT d3 " " � m Standard Toilet BEDROOM " 11 " X q'-5"1.0 2"1 112" 111 5G FT = " JJ/1 102 5G FT _ ,t „bb 2'-0 15/16 M EP 2066 N � I' E n ono _ Electric Range c� 0066 KITCHEN _ " d, m q1 5G FT bq 5G FT -� Ln G � o cv � m LIVING t m 1211 X 16'-2" 217 5G FT 1 q7 5G FT DINING t 10'-11 " X q'r- A�� 112 5G FT _ m ---q 121.1 tt 0 �, -- 51_311 2b40DH 254001-1 L N06REN RE51DENGE Al" -BUILT PLAN. REMOVE NALL AND PREP FOR NEN BACK DOOR. --- REMOVE DOOR (SAVE FOR REUSE) & FILL IN WALL TO MATCH EXISTING. REMOVE WALL AND— PREP FOR NSW O O LAUNDRY GL05ET n / REMOVE NALL5 REMOVE EXISTING SLIDING DOOR AND PREPARE FOR NEN FRENCH DOORS. REMOVE EXISTING NINDON & FILL IN. REMOVE ALL T11 51EMNG REMOVE DOORS AND REPAIR V14ALL5. REMOVE NALL AND PREP FOR NEIL! FRONT DOOR. -- - REMOVE NALL IN PREPARATION FOR NEN INTERIOR DOOR. MASTER BEDROOM A 1 GENERAL NOTES, A5 -BUILT & DEMO PUNS A2 FRAMING PLAN & ELEVATIONS E1 ELF.-,r,,wTP,-s'6CoAL & FLUMBING PLAN LOT GOVERAGE �ALGULA`i ICON; OLD: Existing Lot 8,683 5F Existing House 1,338 5F Existing Sidewalk (To Be Removed) 108 5F Existing Driveway 581 5F NEVA : Existing Lot 51663 5E Existing House 1 i3 b 5E New Paved Areas (Minus Sidewalk Removed) 3q0 5F 3q0 Sir over old impervious area NO NEED FOR DRAINAGE MODIFICATIONS NEV"4 CONSTRUCTION IMPERVIOUS PERCENTAGE Total Lot Area bl6b5 5F Ak/ Lot Area Covered (House, Driveway & KIN8^11F New Paved Area) 2,30115 F FD (21010 of lot is covered) REPLACE VgINDON �3 KITH EX15TINO REMOVE ALL DOOR PENDING FLOORING FIELD VERIFICATION. THR(1/UGHOUT. REMOVE EXISTING --- — - --- --------- - MALL DIVIDING GL05ET5 & PREP 05ET PERPENDICULAR TO i THE EXISTING ONE REMOVE A PORTION OF V'�ALL TO ALLON -05 F-" FH FOR THE ----- GUEST INSTALLATION OF — NEN DOOR. ROOM -------- - -- REMOVE EX15TING DOOR AND PORTION OF NALL TO ALLON FOR THE CONSTRUCTION OF I' NEVI 45 DEGREE -TALL — _ ANGLED V4ALL. ____=REMOVE EXISTING CABINET, .J BATH I COUNTERTOP, TUB & FIXTURES. LUNGREN RESIDENCE DEM0LIT__I­0_N_'_PL,AN 1/411= 1 111-0111 LU Lou QQ z O = z z w 2: w O� -'WO Cez n�> z0U0�0 LU w a w w 0 Q U) Q cncnhztn�Vl� 0 Q z g w aW W � 0� w a00 W H z w 0 � o H w c Q~ O ----REMOVE EXISTING ELECTRICAL PANEL aS z U LAOwzW0 r AND REFIRE FOR L OQ=)z(f)0 Ni VN LOCATION OF �IV)Q�z O PANEL. W I Lf) REMOVE EXISTING NIND01INAND Dozilo60 PORTION OF NALL W W > TO ALLON FOR THE J IN_, Qcn(D>cnW i INSTALLATION OF NEN FRENCH �1 DOORS. REMOVE EXISTING DOOR (SAVE FOR A. REUSE), REPLACE iJ NITH NINDOV'q. LU Lou QQ z O = z z w 2: w O� -'WO Cez n�> z0U0�0 LU w a w w 0 Q U) Q cncnhztn�Vl� 0 Q z g w aW W � 0� w a00 W H z w 0 � o H w c Q~ O Z -n aS z U LAOwzW0 r 00 OQ=)z(f)0 �IV)Q�z O r, W I Lf) �U_ �z CID Dozilo60 W W > W r, W H ~ J IN_, Qcn(D>cnW i °C W o� W >- _J o0 CO QW �U) z� 0W_J Fn cif Q > 00 W of W o N ~Q N , O Q Irl z LU Lou QQ z O = z z w 2: w O� -'WO Cez n�> z0U0�0 LU w a w w 0 Q U) Q cncnhztn�Vl� 0 Q z g w aW W � 0� w a00 W H z w 0 � o H w c Q~ O 0 -n aS z U LAOwzW0 r z�-cn075;-► OQ=)z(f)0 �IV)Q�z O r, W I Lf) 0 < U CID Dozilo60 W W > W r, W H ~ J IN_, Qcn(D>cnW i 1_2 UJ 0 0� J U0 00 Cl. Q z0 N Q C r-, N , � (Yi 10/3/2018 SCALE: �r M LUND& 681'0 31161) RFN RESIDEN6E - PLOT PLAN 'I ' =1U' FOR OVERALL PROJECT INFORMATION ON SITE, REFER TO CERTIFIED SURVEY. z LDo ►-- u- - 0 U U� ry li 0w w� m� < w Hcf) z 9W� U)cr- Q > co w � W o N N O � W m z LUNDREN RESIDENGE - SIDE -ELEVATION, NEW COLUMNS: LEVEL IN WITH SOFFIT. v-._.___-_ DEG RATIVE COVER FOR COLLAR TIE SUP ORT. COLLAR TIES PLACED A5 5TRUGTURAL SUPPORT FOR PORCH ROOF. IIL-�I'i LUNGREN RE51DENCE — F NEV4 OUTDOOR 5HOVgER INSTALL M155ION HILLS PREMADE 60" VANITY AS INDICATED ON SPEC SHEET.- ___---_ MASTER BATH YqINDOYq SHALL HAVE TEMPERED GLASS. 0 ENTRY5HOYgER Yql 36 NX 12„ L NICHE INSTALL NEN D RYNALL IN MASTER BEDROOM & BATHROOM AS NEEDED. FRAME N EVq NALL5 IN MASTER BEDROOM OM FOR GL05ET AND MASTER BATH. NEVA FRENCH DO OR5 FRAME NEYq VgALL5 DIVIDING KITCHEN & PANTRY AREA AND NEN HALL & GL05ET AREA INSTALL NEN GEMENT FIBER BOARD SIDING TO MATCH EXISTING STYLE IN AREAS YqHERE AFFECTED BY CONSTRUCTION. RONT �ELEVATION 15'-11 C111611- 12'-4 116"12'-4 5/16" - - 3 68 5'.... Q MASTER BATH 8 m i -- r I r EXISTING DOOR PENDING I II T I i 662!u DOOR CAN BE REPLACED, NEY� BACK DOOR ? J EXTEND PAVERS 6" LOCATION. REUSE L 1 OF THIS DOOR u, i - -_-7 j j - ry ®� --�- - LL Lu DOOR Q U) V > (f) LL - - - - - r - T -- -- -- -- - U~ -- I �` �Y NEN V�ALL 1 124 5a FTDIVIDING 7 CLOSETS ---_ ..-- --- r Lu I -- �a - - w -- - r - - -I - - -. L-- - -- LUNDREN RESIDENGE - SIDE -ELEVATION, NEW COLUMNS: LEVEL IN WITH SOFFIT. v-._.___-_ DEG RATIVE COVER FOR COLLAR TIE SUP ORT. COLLAR TIES PLACED A5 5TRUGTURAL SUPPORT FOR PORCH ROOF. IIL-�I'i LUNGREN RE51DENCE — F NEV4 OUTDOOR 5HOVgER INSTALL M155ION HILLS PREMADE 60" VANITY AS INDICATED ON SPEC SHEET.- ___---_ MASTER BATH YqINDOYq SHALL HAVE TEMPERED GLASS. 0 ENTRY5HOYgER Yql 36 NX 12„ L NICHE INSTALL NEN D RYNALL IN MASTER BEDROOM & BATHROOM AS NEEDED. FRAME N EVq NALL5 IN MASTER BEDROOM OM FOR GL05ET AND MASTER BATH. NEVA FRENCH DO OR5 FRAME NEYq VgALL5 DIVIDING KITCHEN & PANTRY AREA AND NEN HALL & GL05ET AREA INSTALL NEN GEMENT FIBER BOARD SIDING TO MATCH EXISTING STYLE IN AREAS YqHERE AFFECTED BY CONSTRUCTION. RONT �ELEVATION 15'-11 C111611- 12'-4 116"12'-4 5/16" - - 3 68 5'.... Q MASTER BATH 8 m i -- r I I EXISTING DOOR PENDING I I i 662!u DOOR CAN BE REPLACED, NEY� BACK DOOR ? J EXTEND PAVERS 6" LOCATION. REUSE BEYOND EXTERIOR CASING DOOR REMOVED OF THIS DOOR u, pry- - -_-7 j j - ry ®� PAVER/ DRIVEYqAY/ 51DEkNALK LAYOUT INCLUDES 622 5QUARE FEET OF PAVERS AND NEVq /• 1 ......—, � I k I 1� r- �I n 01 -TIQ75 V14 1 ,- T �. O N ED �i I_ � � A C-� L ,-. t = 6 YNALL Y4IT FT -. s 45 � f�'" ................. . HALL I D E D R t q4 50 FT i s r a kE.. c} //[> k 11 4 if I — "Kr 1 N E YN �fi.:.7^.ate•. RS • _ 00 D R T k, Y Lz LAUNDRY D G .. , ... 0FT • BATH MASTER BORM 1 FT I PANTRY Lot - 32" FIXED GLASS, 80'" � HIGH, NO DOOR HALL BATH NINDOY�I 1 SHALL HAVE GLASS. XLL I" O ° CA N -, 12x12 NICHE -NEN DRY�NALL 5 T.V -- ----------y_,"„E, A5 NEEDED. _ ........ • HVAG - ELEG/GABLE 20500H { 3'-I 1 f2” �ty Ne _ .0- .I I IT 31-4'' 1 Sa FT ,E U KIT H N 21 lY Y 2 1 . � I --NETT FRONT DOOR NEVA! FRENCH DOORS PLACE NEVA V�INDOV't s I I kNHERE 0 DOOR V�AS m REMOVED 6' FROM FRONT OF HOUSE TO OUTSIDE EDGE OF COLUMN. LUNOREN RE51DENGE - FRAMING PLAN 1/411= 1 1-011 1REPLACE YNINDOYN KITH EXISTING DOOR PENDING FIELD VERIFIGATION. IF 662!u DOOR CAN BE REPLACED, NEY� BACK DOOR ? J EXTEND PAVERS 6" LOCATION. REUSE BEYOND EXTERIOR CASING DOOR REMOVED OF THIS DOOR FROM DEMO pry- 25400H, Q m0 ®� IQ NEN BI -FOLD LL Lu DOOR Q U) V > (f) LL - BEDROOM 2 11 SQ FT U~ BEDROOM � BED �` �Y NEN V�ALL 1 124 5a FTDIVIDING 7 CLOSETS -TIQ75 V14 1 ,- T �. O N ED �i I_ � � A C-� L ,-. t = 6 YNALL Y4IT FT -. s 45 � f�'" ................. . HALL I D E D R t q4 50 FT i s r a kE.. c} //[> k 11 4 if I — "Kr 1 N E YN �fi.:.7^.ate•. RS • _ 00 D R T k, Y Lz LAUNDRY D G .. , ... 0FT • BATH MASTER BORM 1 FT I PANTRY Lot - 32" FIXED GLASS, 80'" � HIGH, NO DOOR HALL BATH NINDOY�I 1 SHALL HAVE GLASS. XLL I" O ° CA N -, 12x12 NICHE -NEN DRY�NALL 5 T.V -- ----------y_,"„E, A5 NEEDED. _ ........ • HVAG - ELEG/GABLE 20500H { 3'-I 1 f2” �ty Ne _ .0- .I I IT 31-4'' 1 Sa FT ,E U KIT H N 21 lY Y 2 1 . � I --NETT FRONT DOOR NEVA! FRENCH DOORS PLACE NEVA V�INDOV't s I I kNHERE 0 DOOR V�AS m REMOVED 6' FROM FRONT OF HOUSE TO OUTSIDE EDGE OF COLUMN. LUNOREN RE51DENGE - FRAMING PLAN 1/411= 1 1-011 C (n U Q W Q Q W o � z �W U � Q � o= z w z W W�., O U // -} LL O } = a z a z� H -wry -0 Li a- W w 0 � (y= U)r<CnQw!-Q=IC^��/ V l H V ) V l L.L QLL Q=z=QOLL CL Lij wa z=� -j 12 00 za-w�?z W = �� azE- W (� J O� W Q' Q -" o LL C. u CL u 'S z o0o(n 662!u 'zz OO cnouizw0 zF-�� O Q=) m o z u U) p 00 Ur pry- LL Q m0 ®� z H LL H Q U) V > (f) LL U~ Lu �a w >- �m mo �w z > 0w_j 7 v5 cr- Q > co w L �+ O w N Q N O ® cr Mw W L J Tl D z C (n U Q W Q Q W o � z �W U � Q � o= z w z W W�., O U // -} LL O } = a z a z� H -wry -0 Li a- W w 0 � (y= U)r<CnQw!-Q=IC^��/ V l H V ) V l L.L QLL Q=z=QOLL CL Lij wa z=� -j 12 00 za-w�?z W = �� azE- W (� J O� W Q' Q -" o LL C. u CL u 'S z oz LL DATE: 10/3/2018 SCALE: 10/3/2018 SHEET: A2 o0o(n 662!u 'zz cnouizw0 zF-�� O Q=) m o z u U) p 00 Ur lJJ H r1 QLli O 11.1 (f} Q m0 ®� z H W W W rn Q U) V > (f) LL z oz LL DATE: 10/3/2018 SCALE: 10/3/2018 SHEET: A2 6` - �:> .. ... .......... HOSE BIB HB J� T 3068 RELOCATE V*4ATER LINES & DRAIN FOR NEI'i MASTER BATH LAYOUT. ---� RELOCATE YNATER LINES & DRAIN FOR NEVA LAUNDRY LOCATION -- RELOCATE NATER LINES FOR 015HYNA5HER PLACEMENT IN ISLAND. RELOCATE VWFER LINES FOR NEVq KITCHEN 51NK PLACEMENT IN 15LAND. V'4ATER LINES FOR REFRIGERATOR. 44 MA5TE R BATH CL05ET MASTER BDRM EXTERIOR TANKLESS V�ATER HEATER (FINAL LOCATION TBD) H LU BEDROOM 1 HALL LAUNDRY CLOSET" 0 KITCHEN BEDROOM 2 FAMILY LUNOREN RESIOENGE PLUMBING PLAN 1/411=11-011 L.0SE ) BEDROOM 2 0 ...,:.... ..:{ HALL . ......... . -BATHROOM FIXTURES 1 REMAIN IN LAUNDRY CLOSET mm ,. - 7.. SAME �s' j F ...—.--a..-..a-rcc:L—L. \ B/ • I O LOCATION: w _, RM f r r . f:• c y E tt ` F-T.v HVAC ELEG/GABLE o KRE FOR VENT :-_ .. HOOD ABOVE [ i r STOVE; EXHAUST - - to L.Y _ �. t` THROUGH ROOF. I . OUTLET FOR KITCHEN OU T LET Ul GARBAGE i k OUTLETS FOR MICROOV�AVE &: ; COFFEE POT UNDER -- CABINET LIGHTS & •,. PLUG MOLD LUNOREN RESIDENCE ELEGTR`16AL PLAN 1/411= 1 `-0" ELECTRICAL NOTES: 1.) ALL OUTLETS IN BEDROOM TO BE A.F.I , 2.) ALL EXTERIOR OUTLETS TO BE G.F.I. 3. ALL ELEGTRIGAL MIRING TO BE IN ACCORDANCE. WITH ARTICLE 50 OF NEPA 10A. 4.) ALL 120 VOLT, SINGLE PHASE, 13 AND 20 AMP BRANCH CIRCUITS 5UPPLYING OUTLET5 INSTALLED IN ONELLING UNITS FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, 5UNROOMS, RECREATION ROOMS, CLOSETS, HALLV4AYS, OR 51 M ILAR ROOMS OR AREAS SHALL BE PROTECTED BY A L15TED AFG1, COMBINATION TYPE, INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT PER 210.12 (B) N EkN LOCATION OF ELF—G. PANEL N Eli CEILING FAN ELECTRICAL - DATA - AUDIO LEGEND SYMBOL DESCRIPTION l__ Ceiling Fan �'. Ventilation Fans: Ceiling Mounted, Wall Mounted U —) Ceiling Mounted Light Fixtures: Surface/Pendant, Recessed, Heat Lamp, Low Voltage Oo Wall Mounted Light Fixtures: Flush Mounted, Wall Sconce _ Chandelier Light Fixture U Fluorescent Light Fixture 0�z '-� 240V Receptacle (P `,11P "F10 110V Receptacles: Duplex, Weather Proof, GFCI IP Switches: Single Pole, `vNleather Proof, 3 -Way, 4 -Way ern q, ��V,`; �c�'€es— Di,).mer. -+ idler AV U!on'� "$ Audio Video: Control Panel, Switch sP SP Speakers: Ceiling Mounted, Wall Mounted c5y CSlT� Wali Jacks: CATS, CAT5 + TV, TV/Cable g Telephone Jack < Intercom Q Thermostat o Q Door Chime, Door Bell Button 5� L Smoke Detectors: Ceiling Mounted, Wall Mounted E- Electrical Breaker Panel LU QQ o0 z z~z `�� °�~^oz��z a� zC( cLO LU mLLJ L w O _ �' QQW€—Q=o� Fti Lr)H QQ=ziz- Z gyO-Wa a LL U.1 0I- F z=�-LOzW00 �?�zaw(3LU LU zz w0 O Q~ O LL U U J O C U l__ ,0;6Z U —) Q Oo 0z�zc~n0 U CJ 0�z '-� W W �, 0 Q Q UU W Q u p WW z W u70>cnLL Uj U~ cl� < L.L. LIJ Lun W >- J CO M WQ W (l) Z pw_j U)O�Q > 00 w W --+ o N QN O 'J w co1 1�5 z LU QQ o0 z z~z `�� °�~^oz��z a� zC( cLO LU mLLJ L w O _ �' QQW€—Q=o� Fti Lr)H QQ=ziz- Z gyO-Wa a LL U.1 0I- F z=�-LOzW00 �?�zaw(3LU LU zz w0 O Q~ O LL U U J O C U m 0 W O5' C Q zo f ry Q M DATE: 10/3/2018 SCALE SHEET: l__ ,0;6Z U —) cn0WzW0 0 7- 0z�zc~n0 U CJ 0�z '-� W W �, 0 Q Q UU W Q u p WW z W u70>cnLL Uj m 0 W O5' C Q zo f ry Q M DATE: 10/3/2018 SCALE SHEET: 0 U. 1 0 U U Uj • Uj •Uj Uj cl� < m 0 W O5' C Q zo f ry Q M DATE: 10/3/2018 SCALE SHEET: W 2668 J'\ LU 3 LAUNDRY 5'-q" X 6'-7" Y1 CLOSET 47 SQ FT � T_5„ X 61_11, Ln 565a FT 51 5Q FT 4q 5Q FT \ 6� RL PAVERS 344 5 51 0WALK 13 5F-- 24'-11 ?/8„ :-I I7-55/161, O T L- o ` r I ❑ - z �Z N 2 318;, o 2- — - 2 -err ! - o r -L' o 8'-11 3/4" 1 r - ` V PA E R5 311 SF — __— I _' J � IDEWALK455F Ln M DRIVEWAY 5S1 SF N I PLOT PLAN. 1 11=20' r-7 EONERAL NOTE • APPLICABLE CODES: FLORIDA BUILDING CODE 2011 — RE51DENTIAL 2008 NATIONAL ELECTRIC CODE 2001 FLORIDA FIRE PROTECTION CODE GOAB CODE OF ORDINANCES OCCUPANCY GLASS: GROUP R-3 Construction from these plans should not take place without the assistance of a construction professional. Issuance of plans from this office shall not relieve the builder of responsibility to review and verify all plans, dimensions and details, and their adherence to applicable building codes, prior to commencement of construction. All dimensions are approximate due to the nature of any renovation to an existing structure and should be verified before construction. The sub contractor shall be responsible for project safety under the requirements of O.S.H.A. All work shall be in strict compliance with the 2017 Florida Building Code, Residential, and County Building Department. Exterior walls on the original portion of the house are concrete block. Exterior walls on the addition are wood frame. All interior walls are 2x4, unless noted. All angles are 45 degrees unless otherwise noted. All interior and exterior floor & step finishes shall have a non -slip finish to meet ASTM C1028 static coeficient of friction minimum of 0.6. All wood in contact with masonry, concrete or earth shall be pressure treated appropriately for the condition. ry � BEDROOM N15 d3 10'-11" X 10'-8" BEDROOM iry 12q 5Q FT cy" X 13'-1" 116 5Q FT 8 2 ry `" 127 5Q FT 111 5Q FT REMOVE NALL AND PREP FOR NEY*I BACK DOOR. REMOVE DOOR (SAVE FOR REUSE) & FILL IN WALL TO MATCH EXISTING. REMOVE WALL AND PREP FOR NSW WINDOW. -� REMOVE NALL5 REMOVE EXISTIN SLIDING DOOR A' PREPARE FOR NI FRENCH DOORS. \ Ln Cl? m MAST B RM Standard Toilet - _� aLn 13'-.7" X 18'-q" Z- BEDROOM ry REMOVE EXIST 2�8 5Q FT 10 -11 X q -5 ! 2 -3 112 Y�tINDOY�I &FILL 253 SQ FT' 111 5Q FT = I I e 102 5Q FT s, _ ,� „ 1168 2'-0 15/ " �m REMOVE ALL EP � 2068 cV T 11 S I N G ((lam))] no Electric Range i" 2668 Uq,_4„ _ �i KITCHEN _ ---- 10'-11 q1 5Q FT 4oDH = 8q 5Q FT 25400H 5040PH 25 CV _ o m C) _� m LIVING REMOVE DOOf 12_3" X 161_2" AND REPAIR Y` 211 5Q FT 1q1 5Q FT REMOVE MALL PREP FOR NEIL DINING FRONT DOOR. 10'-11 " X q'-0" � 112 5Q FT N� _ m Q 4'� FT 12'_1" 28401)H 25400H 5, LAUNDRY CL05ET LUNDGREN RESIDENCE A5 -BUILT LAN ,/4 =„o I REMOVE HALL !N PREPAR.4�TION FOR NEVA INTERIOR DOOR. --__ Al GENERAL NOTES, A5 -BUILT & DEMO PLANS R2 FRAMING PLAN & ELEVATIONS E1 ELECTRICAL & PLUMBING PLAN ALL INFORMATION PROVIDED ON THESE PLANS MUST BE VERIFIED BY OWNER, BUILDER/ CONTRACTOR AND ENGINEER PRIOR TO CONSTRUCTION. LOT GOVERAGE CALCULATION: LOT 51653 SF HOUSE 1,338 SF PAVED AREA 11203 SF AREA REMAINING 61142 SF (10%) REPLACE NINDOV� KITH EXISTING DOOR PENDING FIELD VERIFICATION. ROOM HALL HVAG REMOVE ALL FLOORING THROUGHOUT. REMOVE EXISTING - Y,IALL DIVIDING - — -CLOSETS & PREP FOR NEN NALL PERPENDICULAR TO rTHE EXISTING ONE REMOVE A PORTION OF NALL TO ALLON FOR THE GUEST INSTALLATION OF ROOM NEN DOOR. - }----REMOVE EXI'.' N DOOR AND PORTION OF MALL TO ALLON FOR THE CONSTRUCTION OF NEN 45 DEGREE ANGLED NALL. REMOVE EXISTING I GAB I N ET, GOU NTERTOP TUB & BATH FIXTURES. REMOVE EXISTING ELECTRICAL PANEL AND REHIRE FOR NEVA LOCATION OF PANEL. REMOVE EXISTING YellNDONAND PORTION OF NALL LIVING TO ALLOV� FOR THE ROOM INSTALLATION OF NEN FRENCH DOORS. REMOVE EXISTING DOOR (SAVE FOR REUSE), REPLACE KITH NINDON. LUNGREN RF510ENCI: DEMOLITION PLAN as 00 z oW u� Q� 0�z^Ow�W�,z W m W a LLJ W O W v W H Q V 1 Q � 'Q^ 1z _ 'Wn HCG N ( / H y/ v' gQmce 0 W H a WOwl-D z21-�0 W 0 0 UI- zaLU WOJOWC2Q'- QLLUUJC)aU� omo- - T. 0 U U aszU�zz tn0Wzw0 Q 0 O 2: 0<LDz�j p �'n '—UI�)0 V l z H V W O LU W o Q 0 z u � W w w rn �^ /�^ (?n Q (n V -, w\ / V/ U_ (D 0 � J z�~ Q __J 0 J CO 00 W H zj OW co0� W z as 00 z oW u� Q� 0�z^Ow�W�,z W m W a LLJ W O W v W H Q V 1 Q � 'Q^ 1z _ 'Wn HCG N ( / H y/ v' gQmce 0 W H a WOwl-D z21-�0 W 0 0 UI- zaLU WOJOWC2Q'- QLLUUJC)aU� omo- - T. 0 U U aszU�zz tn0Wzw0 Q Q O 2: 0<LDz�j p �'n '—UI�)0 V l z H V W O LU W o Q 0 z u � W w w rn �^ /�^ (?n Q (n V -, w\ / V/ U_ z 0zL.L m V T. 0 U U � Q Q W CL W Co clC W �� z mU 0 N W C� N I- 0 Q (D 0 � J z�~ Q __J m 0 0 °2: CL J Q �� 0 N Q � C� N ory) DATE 8/10/2018 SCALE: VARIES LUNDREN RE510ENCE -510F. ELEVATION. NEW GOLUMN5: LEVEL IN WITH SOFFIT. --- _ FA LUNGREN RESIDENCE - FRONT EL VATION 1/411=11-011 NEN OUTDOOR 5HOYgER IN5TALL M155ION HILLS PREMADE 60" VANITY A5 INDICATED ON 5PEG SHEET. 0 ENTRY 5HONER N1 36"NX 12"L NICHE -- IN5TALL NEN D RYNALL IN MASTER BEDROOM & BATHROOM A5 NEEDED. FRAME NEN NALL5 IN MA5TER BEDROOM FOR GL -?5ET AND MASTER BATH. NEN FRENCH DOOR5 FRAME NEN NALL5 DIVIDING KITCHEN & PANTRY AREA AND N EYN HALL & GL05ET AREA IN5TALL NEIN GEMENT FIBER BOARD SIDING TO MATCH EXISTING STYLE IN AREA5 NHERE AFFECTED BY CONSTRUCTION — 13'-11 9116" REPLAGE 1^11NDON NITH EXISTING DOOR PENDING 12'-4 5116" FIELD VERIFICATION. IF NEN BACK DOORJ25400H DOOR CAN BE REPLACED, EXTEND PAVER5 6„ /LOGATION. REUSBEYOND EXTERIOR CASING DOOR REMOVEDOF TH15 POOR - 1 - FROM DEMO 3 8 I 26400H MASTER BATH 5q 5Q FT 568 51-55/51, GLOSET 455a FT 101-211 NEN DOORS MASTER BDRM 153 5Q FT NEN DRYNALL A5 NEEDED. -- 20500H 2050DH 13'-7 1/2" 1- tib O BEDROOM 1 1 124 5Q FT I b� / AN6�ED NALL KITH HALL NIDE DOOR 0 s' q4 SQ FT 11 `-4 9116" �' V7 \: _ _5068 _ 3568_ LAUNDRY I CLOSET 0 10 SQ FT U z`z`t ti PANTRY W 26b8= IC, I v Ln u- Im I 0 co I�� I ICU Iml r-- � m k, I� I Im (D m Io I I I ED � J I� L__ �I N I J NEN BI -FOLD DOOR I BEDROOM 2 111 5Q FT S Y�l YyALL NE DIVIDING o 121 N I GL05ET5 I 2" FIXED 6LA55, 50" HIGH, NO DOOR I L 5B3021 � --2 r x BATH ° q 5Q FTI I �-12x`12 NICHE 215 SQ FT m E3 .o --A2 Lu NEN FRENCH PAVER/ DRIVENAY/ 51DEYNlALK LAYOUT INGLUDE5 622 SQUARE FEET OF PAVERS AND NEN 5IDENALKS. LUNGREN RESIDENCE - FRAMING PLAN - 1/411= 1 1 0" z o_ a. cn 0 w >- I m mo Qw U) o> _w 0 Jw 75 z omo� aSzv�zz cn0LuzWQ zf—oo0y� 0z�oc~n0 �z (Q ZW 0 W W c Q< u oco OzH06 W LU LU rn -J,._, � uJ < C!i > (n u - z 0 �zLL 0 U U z`z`t W n oC W CO rC W z op U H W w (D Q 0 � J z�~ Q J I 0 Lu O H > n Q V 00 zo N Q r N 0 M DATE: 8/7/2018 SCALE: 8/7/2018 SHEET: ,42 6' - H05E BIB\ HB RELOCATE NATER I •. o- I .e e- I LINE5 & DRAIN FOR FFI I I NEVi MA5TER BATH LAYOUT. rr� MA5TBR BATH RELOCATE YqATER LINE5 & DRAIN FOR NEN LAUNDRY LOGATION: ----- RELOCATE NATER LINE5 FOR D15HNA5HER PLACEMENT IN 15LAND. RELOCATE NATER LINE5 FOR NEN KITCHEN 51NK PLACEMENT IN 15LAND. Y'IATER LINE5 FOR REFRIGERATOR.— 15hR=- CL05ET MA5TER BDRM LUNOIR 114"=1'-0" EXTERIOR TANKLE55 V14ATER HEATER (FINAL LOCATION TBD) 3068 BEDROOM 1 bb =2665 _ HALL _5068 3568_ LAUNDRY CL05ET I I I I I _ I � I i I I KITGHEN 3068 l BBD OOM 2 O J v BATHROOM i O i FIXTURES REMAIN IN SAME $ TH � LOCATION. lz 17 FAMI EN RE51DENCE PLUMBING PLAN uvHI 5 & PLUG MOLD LUN&REN RE510. 1/411= 11-011 GTRIGAL PLAN 4 ,ATION =LEG. -EL ILING Ln o 0 z U O�—,^OwC�Z a� z U a 0 wmwn-ww Oc�i� _ 14 QcwnQwF-Q=�cn gQ=z�goWa °-wOFIr�� Z=i— J�ZWOO oHcnOzl=�— 0u-uuUJ�aU� OO 0 m aszU°zz O w z w 0 H zi m05 -,~- O Q z u O (J)O::)z V W F --i n 0 Lu u Q LU Q Q U �Oz u °6o ww�j N� wr, W ~ ,1 < cn CD > cn u- ui zmU i Jaz o�� z�Q Ln o 0 z U O�—,^OwC�Z a� z U a 0 wmwn-ww Oc�i� _ 14 QcwnQwF-Q=�cn gQ=z�goWa °-wOFIr�� Z=i— J�ZWOO oHcnOzl=�— 0u-uuUJ�aU� OO 0 m aszU°zz O w z w 0 H zi m05 -,~- O Q z u O (J)O::)z V W F --i n 0 Lu u Q LU Q Q U �Oz u °6o ww�j N� wr, W ~ ,1 < cn CD > cn u- z OT. 0 U Q W � w m ui zmU Jaz o�� z�Q m 0 W 0 H > O� a_ Lf) 00 V za j N Q c� � N 0 M DATE 8/7/2018 SCALE: SHEET: E1