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1719 Beach Ave residential addition •�rL`J�iv S s f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 RESIDENTIAL ADDITION - SINGLE OR TWO FAMILY RESIDENTIAL ADDITION MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: RESA17-0023 Description: enclose existing garage & interior remodel Estimated Value: 150000 Issue Date: 1/16/2018 Expiration Date: 7/15/2018 PROPERTY ADDRESS: Address: 1719 BEACH AVE 1 RE Number: 169662 0100 PROPERTY OWNER: Name: MULARKEY MICHAEL R Address: 1719 BEACH AVE ATLANTIC BEACH, FL 32233-5838 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: MCANENY BUILDERS LLC Address: 1010 EAST ADAMS ST LEONARD W MCANENY JACKSONVILLE, FL 32202 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road //�� -1 ' Atlantic Beach, Florida 32233-5445 its A 1 7- Phone(904) 247-5826 • Fax(904)247-5845 uj'19>- E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: l.� �� Q t review required Yes No Applicant: (l,l _S Planning &Zoning is rator Project: Loo -cv1 S-� nh �A4,u id Public Work �1 „ f`LN � � ublic Ut fel {� Q`X-C Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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. NrDenied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: /2--T" TREE ADMIN. Second Review: ❑Approved as revised. �Denie . ❑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 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 (904)247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 12.04.2017 Permit#: RESA17-0023 Site 650 Park Street,JAX Site Address: 1719 Beach Ave. Address: Review: 1 Phone: 374-1736,219-3004 RE#: 169662-0100 Email: bwhite mcanen builders.com Homeowner: Michael Mularkey, Applicant: McAneny Builders, LLC. bwhite mcanen builders.com CORRECTION COMMENTS: These are review comments from 1 of 4 departments reviewing this permit application. 1. y./91� 2. From the 2014 Stn Edition FBC-Existing Building, Chapter 3, choose a method of construction compliance method/alteration level and resubmit Page S0.0 of the structural plans with this information included under DESING CRITERIA. 2 Copies. 3. , C , Residential Bui ing erma nvelope Approach, e p an re r,.a- ia'�•��) 4. Pouring the concrete slabs at the front and rear porch area may require DEP approval, pending the location of the Coastal Construction Control Line. A field permit may be approved by Tray Hatch who is the DEP representative for our area (655-1765), otherwise you will need to submit plans to the DEP. 5. Submit 2 coptes of the in the D83 191. ur ,amea roo FL# a ►� aQec.2 ee) oloesoMal+ri o rr. 4vv. vl r fain 4 Mike Jones Building Inspector/Plan Reviewer L L C 1 a i 1 t t/ J2ev1•r l,, � 4 City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 2 CITY OF ATLANTIC BEACH r 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date 1 Z Z( /.7 Revision to Issued Permit Corrections to Comments V Permit#V-4-g A 1'7 - 00 ZS Project Address 1 7 /�j ��e-k/ �1 U Contractor/Contact Name (1A cA t-34.7 N u ��\\!�V>�r2S Phone C Oc( '?J5 -30© Email L C M I:�r4N C NV Q TT , N�ErT Description of Proposed Revision /Corrections: Permit Fee Due $ S6. 021 L4 S �u2�/ CtJ � S Additional Increase in Building Value $ — Additional S.F. By signing below,I 6,.1 n R—Z A(� N6 0 tl affirm the Revision is inclusive of the proposed changes. (printed name) / Z-/,-/ f 1 7 Sign tune of C ntractor/Agen Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments 1200�' �L � y yr o?L .— w, r 1 a /ll Department Review Required: uilding__._ _ Planning &Zoning` Sw�l R ewed By Tree mini ra or Dn�y Public Works Public Utilities DEC 2 1 2017 1 - -acct Public Safety Date Fire Services City Of Atlantic Beach 800 Seminole Road [ q e Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 2 �% S — 002 1.3.2018 Second Review 1. 2 copies of the letter from Tray Hatch approving the field permit is needed. 2. The Florida Product Approval #8310.1 is for a standing seam copper metal roof. The recently submitted DISCOUNT DIRECT METAL ROOFING, Plus Rib Roofing Panels, installation instruction would not be acceptable. Please submit the correct FL# and engineered installation instructions. 2 copies. Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 �rnq;I1� OZ.�v� t �.. Lo ,,,,,,nom-o y,.af l- 3 • a�� r''`?f 2 f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD +� ATLANTIC BEACH,FL 32233 (904)247-5800 9` BUILDING DEPARTMENT REVIEW COMMENTS Date: 12.04.2017 Permit#: RESA17-0023 Site 650 Park Street,JAX Site Address: 1719 Beach Ave. Address: Review: 1 Phone: 374-1736,219-3004 RE#: 169662-0100 Email: bwhite mcanen builders.com Homeowner: Michael Mularkey, Applicant: McAnen Builders,LLC. bwhite mcanen builders.com CORRECTION COMMENTS: These are review comments from 1 of 4 departments reviewing this permit application. 1. Submit 2 copies of a legal survey. 2. From the 2014 5` Edition FBC-Existing Building, Chapter 3, choose a method of construction compliance method/alteration level and resubmit Page S0.0 of the structural plans with this information included under DESING CRITERIA. 2 Copies. 3. Submit 2 copies of the FLORIDA BUILDING CODE, ENERGY CONSERVATION, Residential Building Thermal Envelope Approach, FORM R402-2014. I will attach this to the plan review comments email. 4. Pouring the concrete slabs at the front and rear porch area may require DEP approval, pending the location of the Coastal Construction Control Line. A field permit may be approved by Tray Hatch who is the DEP representative for our area (655-1765), otherwise you will need to submit plans to the DEP. 5. Submit 2 copies of the manufacturer's installation instructions from the DBPR Product Approval website for the nonstructural metal roof, FL# 8310.1. Mike Jones Building Inspector/Plan Reviewer 1 OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date / I � Revision to Issued Permit Corrections to Comments Permit# Project Address Contractor/Contact Name 61 C A&-) L , l LQ- Phone U C( _Zl�j - �aa4 Email LcL Yn(-A jy-K- >N�4 Description of Proposed Revision/Corrections: Permit Fee e $ j C'. O U I=f=?D4 V 1 , OE Two Li�cl RF9 U 114 AJ u nn Ids cL �C L� y P0�� A Additional Increase in Building Value $ Additional S.F. C' By signing below,I A-GorJA2n KY-1 44 AJ61- L/ affirm the Revision is inclusive of the proposed changes. (printed name) lL311 � Si ature of Contractor/A nt(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: uildin anning &Zorn eviewed By Tree is ra or Public Works Public Utilities / ��y/ Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r 800 Seminole Road /� Atlantic Beach, Florida 32233-5445 P-tS A 11 0 Da-3 Phone(904)247-5826 • Fax(904) 247-5845 ��;;��r E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: , �� l✓h � t review required Yes No Applicant: /AkC-AY`-(1l1 t,)Lki V Gam/ _S Planning &Zoning /) nis rator Project: C RG �OV4�C Public Work �V� 10 (� ublic Utilitie t�- �( Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By 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. Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by:/ Date: TREE ADMIN. Second Review: ❑Approved as revised. []Denied. ❑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 I+ 1 .. \fit �..' D ( ! CITY OF ATLANTIC BEACH I 800 Seminole Road Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date / Z 1 7 Revision to Issued Permit Corrections to Comments I Permit#V-,&-S P) U 0 Z Project Address Contractor/Contact Name (VI cA t,3 a-N Phone 'I Ctic( 2 j c'j -90© Email L M AN lv.t.( AT + N�GTT Description of Proposed Revision/Corrections: Permit Fee Due$ ►'y 6,-L-!4 Ll (Il LC S r iA C L A-rro q,� Additional Increase in Building Value $ — Additional S.F. By signing below,I 0 Oj n R-li) yy"%CA N6 0 ul affirm the Revision is inclusive of the proposed changes. (printed name) / z-/zj (17 Sign tune of Contractor/Agen Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied ( Not Applicable to Department Revision/Plan Review CommentsK-eeey�� r-- Department Review Required: uilding Planning &Zoning Sul�>� }} � '�"1 Reviewed By Tree mInist or Dr�4 Public Works Public Utilities ': ! DEC 2 2017 Public Safety Date Fire Services s CITY OF ATLANTIC BEACH 800 Seminole Road �r Atlantic Beach,Florida 32233 ED), f REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS R-&SA 1 I- _C>-)a� Date /8. J Revision to Issued Permit Corrections to Comments Permit# Project Address Contractor/Contact Name R� l LQ- Phone CPhone (U C( -Zi�J - 300tj Email LC 01 cl"-6-,6j 7T j; E Description of Proposed Revision/Corrections: Permit Fee Due $ b-6 �ap b��4 j�1 DSA 11ri-- 1�� cor= car" ,4 Rp?g U t 1,4 Lf fv\ �L C l� A Additional Increase in Building Value$ Additional S.F. --G By signing below,I_2-GotJAC-G f y" t1---N affirm the Revision is inclusive of the proposed changes. (printed name) Si ature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Buildin arming & Zonin Reviewed By Tree 'minis razor Public Works / �} Ie Public Utilities V Public Safety Date Fire Services City of Atlantic Beach APPLICATION NUMBER �s s� Building Department (To be assigned by the Building Department.) 800 Seminole Road ��s 1 _ 6 o:)3 Atlantic Beach, Florida 32233-5445 Phone (904)247-5826 • Fax(904)247-5C 1 2011 !;; City of Atlantic Beach APPLICATION NUMBER Building Department "" '"" `' (To be assigned by the Building Department.) 800 Seminole Road V-0 n 1 Atlantic Beach, Florida 32233-5445 K.-�S A Oa-3 Phone (904)247-5826 • Fax(904)247-5845 DEC (I 1 207 0;31 S95 E-mail: building-dept@coab.us Date routed: ( 1,2 CII + City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �' `� ��, � t review required Yes No Applicant: /lkC-Af`t (l.tl .5 Planning &Zoning nis rator Project: f- 0S(1�. EY i 5� .�h � ru +cQ� Public Work I(�' 6 ublic Utilitie Public Safety Fire Services Review fee $ � Dept Signature �� Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: []Approved. []Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING r3�_� k 2 17 Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable I OR K Com ents: PUBLIC UTIL TIES -7 PUBLIC PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 si Building Permit Application:-10� 11 Updated5/5/17 ;D U _ OFFICOcCI(►C G'OPY City of Atlantic Beach E v G 800 Seminole Road, Atlantic Beach, FL 32233 1 Olt Phone: (904) 247-5826 Fax: (904) 247-5845 I l NOV 2 9 2017 Job Address: /77-/ / E�i� / />TL > ,�L�u mit Number: 9�5 ?—C7d2-3 Legal Description �f'/� 09�Lf'Z'E •Zig iV IS ��✓!�'� a-'1410 1 RE# /6(66Z4,1 - T vZIPTZi CLosG4$Valuation of Work(Repl � 0C3 Heated/Cooled SF Non-Heated/Cooled c4 • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: Epj cLO S bCST.-9 (0P."G t n7T64t-co 'buo P-s 41;�n NQW '`Loa r 'T, Znjb t�_.roo, f�,ALcc,,o Florida Product Approval# for multiple products use product approval form Property Owner Informati'on/ Q Name: /rZ/Cl ,&4_ /�l�/�f i r Address: City State `L Zip ;7-7- Phone PIZ— `f Z 9—ZZ 7-6 E-Mail /g WWI TF & 0144,0✓E.-YX 44/LPLyr)$s,CoNJ Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information /J '/ / Name of Company: /�G�i✓��✓y �'>'�L�Z j ,C Ctualif ing Agent: A&Vw l N'• 1G/>r�r Address 7A44K_ 5��Z T i City �s 746f State�Zip ZZO Office Phone 04'f - 3-7111- — /77_36- Job Site/Contact Number State Certification/Registration#GgiG/SdS-7A-;'�- E-Mail �i�'✓�/TF�/�GI�i�Fi✓ '��/�jF/Zf G��! Architect Name&Phone# S o N F o iLp lbsci r Engineer's Name& Phone# A o 9o Workers Compensation d C ^ 6 Qi5112f ' 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. 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 RECORDING YOUR NOTICE OF COMMENCEMENT. C ry- G - - (Signature of Owner or Agent) (Signature of C actor) (including contractor) S�- Signed and sworn to(or affirmed) before me this Q p&y of Signed and sworn to(or affirmed) before me thisi day of 'K01 A V-C J ') , by Cl hi, Crt`�, `L ( ture of Notary) ( ature of Notary 2o1�aY r�i� JESSICA LEIGH HARRIS =oar o�`c JESSICA LEIGH HARRIS MCOMMISSI Y ON N GG 078692 + * �MY COMMISSION N GG 018682 [ Personally Known OR "� 0�� EVIRES:March 2,2021 Personally Known OR �'� �� EXPIRES:March2.2021 [ ] Produced Identification F� � 0 [ ]Produced Identification oFr� BadedT}vu&WgetNdaryServkes Type of Identification: Type of Identification: OFFICE COPY NOTICE OF COMMENCEMENT /fin �a (PREPARE IN DUPLICATE) Permit No. K LIC-Is 9 ��b`� Tax Folio No. f'y f6 z ' 19/e"V State of FLv A I County of 7784 VA�— 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. q Q Legal description of pr�erty being improved: 4/ TGA,y//` &4C 4t_Wi;r_ A`_19 / LsT Zo L CL ST .✓ �s�oF A Address of property being improved: �� y ,"� - Lf�i✓/LL G FL ZZ3 General description of improvements: '��u✓ / Owner /C lJFG 6/GiPaG�� Address 17/?' A514VAY f/ /G Gy ZZ Owner's interest in site of the improvement 0A EiA0_ Fee Simple Titleholder(if other than owner) i✓ Name Address Contractor Address G6�(� �i41t! ��2xaLG�E T ��*olr�i�✓f��Kr� �a= !:Z LO`�[ Phone No. rJ0T �7 T� Fax No. Surety(if any) i✓�� Address Amount of bond$ Phone No. Fax No. Name and address of any person making a loan for the construction of the improvements. Name �C/l//,� 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 IL/ Address 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 ONLY OWNER Signed: ATE� 2— _4 1 Before me this day of _ Count�'of Dwel, o Florid hes pe ovally apps 11 Z Ll��p�b� R1 +1 /'r Li herein by himself/herself and affirms that all statements hnd declar otm"Vin JESSICA LEIGH HARRIS are true and accurate i • t COMMi$MION#GG 078692 i IPA EXPIRES: rdi 2. Ma2021 °j�'ot= v Banded Thtu&KI*NoWy Services Nota Pu " at Large,State of a Counly of M mssion s: ersonaliy Known or Produce en ication TREE & VEGETATION AFFIDAVIT s rI',si City of Atlantic Beach 1 Department of Community Development Planning&Zoning Division \ 800 Seminole Road Atlantic Beach,FL 32233 (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I -APPLICANT INFORMATION F Owner(s) Legal Authorized Agent* i NAME OF APPLICANT s ?!!►� r114le �i NAME OF COMPANY A? ADDRESS OF COMPANY �U Ae7le S PHONE ft74,7TTl1,7;6 CELL �0��Z/9-7j00�EMAIL / Nv�/%� /edG�i��/✓r'ic//Lj�Lf•Cy CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II -SITE INFORMATION STREET ADDRESS OF PROPERTY /.�,/ ( � G� -�I- If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION /D O`(-Z�-Z ff- LOT BLOCK SUBDIVISION REAL ESTATE NUMBER �� /��z_G'�G7 LOT OR PARCEL SIZE: 465" SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) 1 affirm that 1 have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or 1 have participated in a pre-application meeting with the Administrator of those regulations. Subsequently, 1 affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described or adjacent properties in conjunction with this project. SIGNATU F OWNER SIGNATURE OF OWNER Signed and sworn before me on this 2 day ofG h A )V l$,by State of Countyof `Duvo( Identification verified: Oath sworn: -- Yes (— No �twL MILDRED REYES MORENO MY COMMISSION#FF90578( � EXPIRES At*Ao 03.2018 I Notary Signature REV-TVA-00.12 REV-TVA-v10.12 My Commission expires: J 7 p�par as tM� STATE OF FLORIDA OFFICE COPY DEPARTMENT OF ENVIRONMENTAL PROTECTION �, _ Division of Water Resource Management 2600 Blair Stone Road-Mail Station 3522 Tallahassee,Florida 32399-2400 o (850)245-8336 v �ontai Pt 0 GENERAL PERMIT NOTICE TO PROCEED Permittee Name: Permit Number: GU-518 GP REVIEWED FOR CODE -C6WILIANCE December 22, 2019 Michael R.Mularkey CITY OF ATLANTIC BEACH c/o Kevin Partel,President Coastal Consulting and Restoration,PA SEE PERMITS FOR ADDITIONAL 4230 Myrtle Street REQUIREMENTS AND CONDITIONS St. Augustine, Florida 32084 REVIEWED BY: DATE: /� S_ 4l You are hereby granted final authorization to proceed with construc ion or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all the conditions of Section 62B- 34.050,Florida Administrative Code, and any preconstruction requirements. Project Description: Construction of 26-foot by 30.1-foot landward detached garage, landscaping and other minor activities, landward of the General Permit Line,with maximum seaward construction approximately 32 feet seaward of the coastal construction control line. Project Location: Between approximately 438 feet and 508 feet South of the Department of F,nvironmental Protection's reference monument R-45, in Duval County. Project Address: 1719 Beach Avenue Atlantic Beach,Florida. Special Instructions: A preconstruction conference is required (Contact Trey Hatch at(904) 655-1765 to schedule a conference.) The permittee shall comply with all general permit conditions. General Conditions. (1) The terms, conditions, requirements, limitations, and restrictions set forth in this section are general conditions and are binding upon the permittee for all General Permits in this rule chapter. These conditions are enforceable under Chapter 161,F.S. (2)Prior to commencing construction activities under this rule chapter,which are authorized by this Bureau, a formal notification from the Bureau must be received authorizing the proposed activity.The notice form,DEP Form 73-102(Updated 7/05), entitled"General Permit Notice to Proceed" is hereby incorporated by reference. (3)A copy of the Notice to Proceed and the approved plans shall be conspicuously displayed at the project site for the duration of the activity. (4) A pre-construction conference shall be held at the site between the contractor, the owner or authorized agent,and a staff representative of the Bureau prior to the initiation of any work permitted under this rule chapter. The purpose of this conference is to establish the manner in which the proposed work will be performed to ensure adequate protection of the beach and dune system and native vegetation. The optimum siting of the construction fence and any walkover shall be determined during the pre-construction conference by the staff representative in order to provide maximum protection to the existing vegetation located on the site. The locations of the proposed structures shall be staked out for the pre-construction conference. (6)The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. No other construction or activities shall be conducted.No modifications to project size, location, or structural design are authorized. OFFICE COPY (7)Permits shall be suspended or revoked for good cause, in accordance with Section 161.053(19),F.S.In addition, a permit shall be suspended, revoked or modified by the Department if shoreline changes occurring subsequent to issuance of the permit render the previously authorized activities inconsistent with Chapter 161, F.S.,or Chapter 62B-34,F.A.C. (8) The assessment of civil fines or issuance of an order to alter or remove any work, or both, may result from work performed that was not authorized in the permit,pursuant to Section 161.054,F.S.,and Chapter 62B- 54,F.A.C. (9)The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles and their nests and nesting habitat, and adjacent properties and structures. (10)The permittee shall allow any duly authorized member of the staff to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department. (11) The state of Florida, the Department, or its officers and employees shall in no way be liable for any damage, no matter how occasioned and no matter what the amount,to persons or property which might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. (12)The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in Part II of this rule chapter.Before the project is considered complete,any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. (13)No construction, operation,transportation,or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure. (14) All fill material placed seaward of the Coastal Construction Control Line shall be sand that is similar to that already existing on the site in both coloration and grain size. All such fill material shall be free of construction debris, rocks, clay, or other foreign matter, and shall be obtained from a source landward of the Coastal Construction Control Line. (15)To ensure compliance with this rule,all topographic restoration and revegetation work is subject to the approval and acceptance by the Department staff. (16)No temporary lighting of the construction area is authorized during the marine turtle-nesting season (May 1 through October 31 of each year for all counties except for Brevard, Indian River, St. Lucie, Martin, Pahn Beach and Broward.Nesting season for these counties is the period from March 1 through October 31 of each year.). (17)This permit is issued to a specified property owner and is not valid for any other person. (18) This General Permit does not eliminate the necessity to obtain any required federal, state, local, and special.district authorizations prior to the start of activity authorized by Part H of this rule chapter. (19)Elevated walkovers that provide access to the beach shall meet the following design criteria: (a)The decking of the walkover structure shall be elevated a sufficient distance above the existing vegetation to allow for sand build-up and clearance above the vegetation and not exceed 4 feet in width. (b) The piles for the walkover structure shall not be greater that 4-inch by 4-inch posts and shall not be encased in concrete. (c)The walkover shall extend at least up to the existing line of vegetation but not farther than 10 feet seaward of the vegetation. (d)Where armoring exists and no vegetation line exists seaward of the armoring,the walkover shall extend a maximum of 5 feet seaward of the armoring. (e)The optimum siting of the walkover structure shall be determined by the staff representative during the pre-construction conference to provide maximum protection to the existing dune topography and vegetation located on the site. (20)The duration for all permits is two years. OFFICE COPY (21)Final certification, by an engineer or architect licensed in the state of Florida, shall be provided to the Department within thirty(30)days following completion of the work on major structures.This certification shall state that all locations and elevations specified by the permit have been verified; all major structures are specifically constructed in accordance with Chapter 62B-34,F.A.C.;other construction and activities authorized by the permit have been performed in compliance with the plans and project description approved as a part of the permit, and all conditions of the permit; or shall describe any deviations from the approved plans, project description or permit conditions,and any work not performed. Such certification shall not relieve the permittee of the provision contained in subsection 62B-34.050(6),F.A.C.The final certification shall be submitted using DEP Form 73-115B(Updated 7/05),entitled"Final Certification",which is hereby incorporated by reference. Questions regarding this notice should be directed to the undersigned at the above address. 12/22/2017 Keith Davie,Permit Manager Date I 12/22/2017 Deputy Clerk Date KLD/ant cc: Trey Hatch,Field Inspector-trey.hatchL&dep.state.fl.us Kevin Partel,Agent-kevinpartelggmail.com Thomas Goldsbury,Duval County,Building Official-TomG@coj.net Dan Arlington,City of Atlantic Beach Building Official-dar1inaton(2ccoab.us Post Conspicuously on the Site FORM R405-2014 OFFICE C O P RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include ❑ This checklist ❑ A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, e-ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst-case orientation, name and version of the compliance software tool, name of individual completing the compliance report(1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). ❑ Energy Performance Level(EPL) Display Card(one page) ❑ Mandatory Requirements(three pages) Required prior to CO for the Performance Method: ❑ Air Barrier and Insulation Inspection Component Criteria checklist(Table 8402.4.1.1 - one page) ❑ A completed Envelope Leakage Test Report(usually one page) ❑ If Form R405 duct leakage type indicates anything other than "default leakage", then a completed Form R405 Duct Leakage Test Report(usually one page) EnergyGauge®-USRCSB v5.1 12/20/2017 8:18:36 PM Page 1 of 1 OFFICE COP), FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Mularkey Addition Builder Name: Street: 1719 Beach Ave Permit Office: Atlantic Beach City,State,Zip'. Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS County:: Duval(Florida Climate Zone 2) 1. New construction or existing New(From Plans) 9. Wall Types (576.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 576.18 ft2 b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A l ft2 4. Number of Bedrooms 0 d.N/A R= ft2 5. Is this a worst case? No 10.Ceiling Types (1.0 sqft.) Insulation Area a.Under Attic(Vented) R=19.0 1.00 ft2 6. Conditioned floor area above grade(ft2) 430 b.N/A *Conditioned 2nd floor R= ft2 c.N/A above. Program will not run R= ft2 Conditioned floor area below grade(ft2) 0 11.Ducts without a ceiling entry. R ft2 7. Windows(115,5 sgft.) Description Area a.Sup Attic,Ret:Attic,AH:Addition 6 86 a, U-Factor. Dbl,U=0.31 67.50 ft2 SHGC: SHGC=0.19 b. U-Factor: Dbl, U=0.31 48.00 ft2 12.Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.27 a.Central Unit Existing 42.0 SEER 14.00 c. U-Factor N/A ft2 SHGC: 13.Heating systemskBtu/hr Efficiency d. U-Factor: N/A ft2 a.Electric Heat Pump Exisfing 42.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 5.520 ft. Area Weighted Average SHGC: 0.223 14.Hot water systems a. None 8. Floor Types (430.0 soft.) insulation Area a.Slab-On-Grade Edge Insulation R=0.0 430.00 ft2 b. Conservation features b.N/A R= ft2 None c.NIA R= ft2 15.Credits None Glass/Floor Area: 0.269 Total Proposed Modified Loads: 14.69 PASS Total Baseline Loads: 16.53 I hereby certify that the plans and specifications covered by Review of the plans and ZHEST,Ql this calculation are in compliance with the Florida Energy specifications covered by this ti© Code, calculation indicates compliance Ryan B. Ellis with the Florida Energy Code. -, ,t •:- '„ O ' PREPARED BY: Before construction is completed ` DATE: this building will be inspected for compliance with Section 553.908 x ° I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Cod Cs�2 COD W fQ.O OWNER/AGENT: BUILDING OFFICIAL: DATE: 2 DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory-sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50(R402.4.1.2). 12/20/2017 8 18 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Mularkey Addition Bedrooms: 0 Address Type. Street Address Building Type: User Conditioned Area: 430 Lot# Owner: Total Stories 2 Block/SubDivision: #of Units: 1 Worst Case. No PlatBook: Builder Name: Rotate Angle: 0 Street: 1719 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City,State,Zip: Atlantic Beach. Family Type: Single-family FL. New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5% 2,5% Winter Summer Degree Days Moisture Range FL,MAYPORT NS FL MAYPORT_NS 2 39 90 70 75 1037 61 Medium BLOCKS Number Name Area Volume 1 Blockl 430 4257 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Addition 430 4257 Yes 2 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter R-Value Area Tile Wood Carpet IS lab-0 n-Grade Edge Insulation Addition 58.2 It 0 430 IF 0 0 1 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Flat Wood 432 ft' 18 ft' Medium 0.6 No 0.3 No 0 4.8 ATTIC # Type Ventilation Vent Ratio(1 in) Area RBS IRCC 1 No attic Vented 300 430 ft' N N CEILING / Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic(Vented) Addition 19 Blown 1 ftz 0.11 Wood 12/20/2017 8:18 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Tn Wall Type Space R-value Ft In Ft in Area R-Valup 1 N Exterior Frame-Woad Addition 19 23.2 9.9 229.7 ft2 0.05 0.170000 0 _ 2 W Exterior Frame-Wood Addition 19 25.2 9.9 249.5 ft2 0.05 0.170000 0 3 S Exterior Frame-Wood Addition 19 9.8 9.9 97.0 ft2 0.05 0.170000 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Wood Addition None .46 2.7 6.7 18.1 ft2 WINDOWS Orientation shown is the entered,Proposed orientation. Wall Overhang # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 N 1 Wood Low-E Double Yes 0.31 0.19 13.5 ft2 1 ft 4 in 13.5 ft 0 i None None 2 W 2 Wood Low-E Double Yes 0.31 0.27 48.0 ft2 1 ft 4 in 18.3 ft 0 i None None 3 W 2 Wood Low-E.Double Yes 0.31 0.19 36.0 ft2 1 ft 4 in 18.3 ft 0 i None None 4 S 3 Wood Low-E Double Yes 0.31 0.19 18.0 ft2 28.2 ft 0 i 1 ft 0 in None None INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .00044 496.6 27.27 51.28 .4174 7 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF:8.2 42 kBtulhr 1 sys#1 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER:14 42 kBtu/hr 1260 cfm 075 1 sys#1 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation None None None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model# Collector Model# Area Volume FEF None None ft2 12/20/2017 8:18 PM EnergyGauge D USA-v5.1-Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 DUCTS / ---Supply-- ---Return-- Air CFM 25 CFM25 HVAC# �/ # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 86 ftz Attic 21.5 ftZ Default Leakage Addition (Default)c(Default)c 1 1 TEMPERATURES Programable Thermostat: None Ceiling Fans: CoolingJan Feb Mar A r Ma X Jun X Jul X Au Se Oct Nov Dec HeatinJan Feb Mar Apr May Jun Jul Aug jj Sep Oct Nov Dec Venting Jan Feb X Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling(WD) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Cooling(WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating(WD) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 Heating(WEH) AM 68 68 68 68 68 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 68 68 12/20/2017 8:18 PM EnergyGauge®USA-v5.1-Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 89 The lower the EnergyPerformance Index, the more efficient the home. 1719 Beach Ave, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a.Frame-Wood,Exterior R=19.0 576.18 fl' b.N/A R= ft2 3. Number of units,if multiple family 1 c.N/A R= ft2 4. Number of Bedrooms 0 d.N/A R= ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a.Under Attic(Vented) R=19.0 1.00 ftz 6. Conditioned floor area(ft2) 430 b.NIA 'Conditioned 2nd floor R= ftz c.N/A above. Program will not run R= ft2 7. Windows" Description Area without a ceiling entry. a. U-Factor: Dbl,U=0.31 67.50 ft2 11.Ducts R ft= a.Sup:Attic,Ret:Attic,AH:Addition 6 86 SHGC: SHGC=0.19 b. U-Factor Dbl,U=0.31 48.00 ft2 SHGC: SHGC=0.27 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ftz a.Central Unit Existing 42.0 SEER:14.00 SHGC: d. U-Factor: N!A ft. 13. Heating systems kBtu/hr Efficiency SHGC: a.Electric Heat Pump Existing 42.0 HSPF:8.20 Area Weighted Average Overhang Depth: 5.520 ft. Area Weighted Average SHGC: 0.223 8. Floor Types Insulation Area 14.Hot water systems a.Slab-On-Grade Edge Insulation R=0.0 430.00 ft2 a. None b.N/A R= ft2 c.N/A R= ftz b. Conservation features None 15.Credits None I certify that this home has complied with the Florida Energy Efficiency Code for Building , ,4E Sri Construction through the above energy saving features which will be installed (or exceeded) ti° " �e� in this home before final inspection. Otherwise, a new EPL Display Card will be completed = based on installed Code Builder Signature: / Date: fZ r- 1 -7 0 Alk Address of New Home: U Cit /FL Zi .J y /-}1 c r4 rt-�-r< CAW *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12/20/2017 8:18 PM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS 1719 Beach Ave Permit Number: Atlantic Beach,FL MANDATORY REQUIREMENTS See individual code sections for full details. X 401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL)display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law[Section 553.9085, Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C. X R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. X R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction. Where required by the code official,an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individulas licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures. 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended infiltration control measures: 3.Interior doors,if installed at the time of the test,shall be open: 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. X R402.4.2 Fireplaces.New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air. X R402.4.3 Fenestration air IeakageVVindows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot(1.5 L/s,'m2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer. Exception: Site-built windows,skylights and doors. X R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces.All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not more than 2.0 cfm(0.944 L/s)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision(Mandatory).At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat(Mandatory)Heat pumps having supplementary electric-resistance heat shall have controls that, except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load. X R403.2.2 Sealing(Mandatory#611 ducts,air handlers,and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction or rough-in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either individuals as defined in Section 553.993(5)or(7),Florida Statutes,or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i), Florida Statutes,to be"substantially leak free'by either of the following: 1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handier enclosure.All register boots shall be taped or otherwise sealed during the test. 2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 L/min)per 100 square feet(9.29 m2)of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm(85 L/min)per 100 square feet(9.29 m2)of conditioned floor area. Exceptions. 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code 12/20/2017 8:18 PM EnergyGauge®USA-v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) X R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums. X R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41'C)or below 55°F(13°C)shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. ❑ R403.4.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. ❑ R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/,inches(89 mm)in the hot water distribution line and cold water line located as close as possible to the storage tank. Cl R403.4.4 Water heater efficiencies(Mandatory). R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum temperature setting range shall be from 100`F to 140°F(38°C to 61 R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burners)of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems.Solar systems for domestic hot water production are rated by the annual solar energy factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal,and 2. Be installed at an orientation within 45 degrees of true south. ❑ R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code.Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation.Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. ❑ R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors,provisions for future expansion or other factors which affect equipment sizing.System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. • R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 12/20,12017 8:18 PM EnergyGauge®USA-v5.1- -Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal,rating-test value and shall not be used for equipment sizing.Manufacture's expanded performance data shall be used to select cooling-only equipment.This selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data:the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s)is installed in an unconditioned space. Exceptions: 1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6 1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1 R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis,such as anticipated additional loads caused by major entertainment events.shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options- 1. ptions:1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. ❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. ❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems supplied through energy service to the building,shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. ❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15 The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56.Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160,Table 2.Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: • 1. Where public health standards require 24-hour pump operations 2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems. 3. Where pumps are powered exclusively from on-site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or solar energy source computed over an operating season. X RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low-voltage lighting shall not be required to utilize high-efficacy lamps. O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights X R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. X R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space,R-10 is allowed. 12/2012017 8:18 PM EnergyGaugeO USA-v5.1 - -Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Mularkey Addition Builder Name. Street 1719 Beach Ave Permit Office: Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,MAYPORT_NS COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. X Breaks or joints in the air barrier shall be sealed. Air-permeable insulation shall not be used as a sealing material Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. X Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in X substantial contact and continuous alignment with the air barrier Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and X Rim joists Rim joists are insulated and include an air barrier. X Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. X The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. X Exposed earth in unvented crawl spaces shall be covered with a Class I Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or X unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit. or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity X spaces Garage separation Air sealing shall be provided between the garage and conditioned spaces. X Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be X air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to X available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air X barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. X HVAC register boots HVAC register boots that penetrate building thermal envelope shall be X sealed to the sub-floor or drywall Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have X gasketed doors 12/20'2017 8 18 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Mularkey Addition Builder Name: Street: 1719 Beach Ave Permit Office: Atlantic Beach City,State,Zip. Atlantic Beach,FL, Permit Number: Design Location: FL,MAYPORT_NS Jurisdiction: 261100 Cond.Floor Area:: 430 sq.ft. Cond.Volume: 4257 cu ft. Envelope Leakage Test Results Leakage Characteristics Regression Data: CFM(50): C: n: R: Single or Multi Point Test Data HOUSE PRESSURE FLOW: EgLA: 1 Pa cfm ACH: 2 Pa cfm SLA: 3 Pa cfm ACH(50)' 4 Pa cfm For prescriptive projects, tested leakage must be 5 Pa cfm <=7 ACH(50). For performance projects, tested 6 Pa cfm leakage must be <= the ACH(50) shown on Form R405-2014 for this project. R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Testing shall be conducted by either individuals as defined in Section 553.993(5)or(7),Florida Statutes or individuals licensed as set forth in Section 489.105(3)(f),(g),or(i)or an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or other infiltration control measures; 2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed but not sealed beyond intended infiltration control measures: 3.Interior doors.if installed at the time of the test,shall be open, 4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5.Heating and cooling systems,if installed at the time of the test,shall be turned off;and 6.Supply and return registers,if installed at the time of the test,shall be fully open. ST I hereby certify that the above envelope leakage Testing shall be conducted by either individuals as defined in Section 04�HE �T8 performance results demonstrate compliance 553.993(5) or(7), Florida Statutes or with Florida Energy Code requirements in individuals licensed as set forth in accordance with Section R402.4.1.2. Section 489.105 3 , { ){f) (g), or (i)or an o approved third party. A written report U of the results of the test shall be ° SIGNATURE: L�/ 6 signed by the third party conducting PRINTED NAME: / the test and provided to the code �OU WE �� BUILDING OFFICIAL: DATE: Z z p DATE: 12/20/2017 8:18 PM EnergyGauge®USA-v5.1 -Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: wrightsoft Date: 12,12117 Addition By: K Ellis Energy Design Systems, Inc. 11727 Brady Rd,Jacksonville, FL 32223 Phone-904-268-3670 Fax 904-268-3670 Email eds.jaxCgmail.com Project Information For: Mularkey Addition 1719 Beach Ave,Atlantic Beach. FL Notes: New addition to tie into the existing HVAC unit. Desi_qn Information Weather: Mayport Ns, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 °F Outside db 94 °F Inside db 68 °F Inside db 75 °F Design TD 30 °F Design TD 19 °F Daily range L Relative humidity 50 % Moisture difference 50 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 5987 Btuh Structure 5613 Btuh Ducts 2560 Btuh Ducts 3499 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 8547 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 9112 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 1 (Average) Structure 776 Btuh Ducts 728 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling (none) Area (ft2) 430 430 Equipment latent load 1504 Btuh Volume (ft') 4257 4257 Air changes/hour 0.89 0.32 Equipment total load 10616 Btuh Equiv.AVF (cfm) 63 23 Req. total capacity at 0.80 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make Make Trade Trade Model Cond AHRI ref Coil AHRI ref Efficiency 8.5 HSPF Efficiency 12.5 EER,15.75 SEER Heating input Sensible cooling 29050 Btuh Heating output 38000 Btuh @ 47°F Latent cooling 12450 Btuh Temperature rise 25 °F Total cooling 41500 Btuh Actual air flow 1383 cfm Actual air flow 1383 cfm Air flow factor 0.162 cfm''Btuh Air flow factor 0.152 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = -4 °F Backup: Input = 11 kW, Output= 36627 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` 2017-Dec-20 20.21:48 ,t - � Wr9 htsofRight Universal 2017 17.0.17 RSU17457 Page 1 ,CC _1Mularkey Addition, 1719 Beach Ave,At]Bch rup Calc=MJ8 Front Door faces= W Discount Direct Metal Roofing Plus Rib Roofing Panels Installation Instructions 36"Coverage 4• 3/4• All questions and concerns please call 904-696-9700 Discount Direct Metal Roofing Plus Rib metal roofing panels are a strong, resilient, economical, have an eye-catching solution to the increasing interest and requests for metal roofing opportunities of residential homes, commercial applications, agricultural and utility buildings in Florida. Plus Rib metal panels provide a 36-inch coverage with 3/4-inch ribs on nine-inch centers, and utilize an anti-siphoning channel to provide protection from severe weather conditions. Both panels and trim are fabricated using state-of-the-art computerized equipment at our manufacturing facility Jacksonville, Florida, to assure uniformity and consistency in manufacturing the product. Panels are roll-formed to the lengths specified by customers in either galvanized, Galvalume® or multiple colors of painted 26 gauge and 29 gauge high-tensile metal, ready for either customer pickup or on-site delivery. Discount Direct Metal Roofing also stocks a complete line of fasteners, sealants, and other accessories to every need of either the do-it-yourself homeowner or roofing contractor. Both in-stock and custom-made flashings and trims are available in all colors as well. Two gauges of material are available-26-gauge and 29-gauge metal panels. Your Discount Direct Metal Roofing Representative is waiting to assist you in making the best choice for your particular roofing needs. Discount Direct Metal Roofing Plus Rib metal panel is manufactured in a bare, Galvalume® finish in compliance with ASTM A-653 Structural Steel Grade 80. The AZ- 55 Galvalume® finish is not only durable and cost effective, but provides the reflectivity which is especially valuable with Southern weather extremes. The paint system applicable to our product provides exterior protection plus superior resistance to corrosion and Ultraviolet radiation. All of Discount Direct Metal Roofing Plus Rib finishes are of the highest quality in the industry. Eave Drip & Fascia or equivalent 3" 2.5- 0.5) .5"Q.5" For custom eave drip, specify the amount of the eave that will be covered, and, for steeper roofs, specify pitch. If fascia is desired, specify the dimension you order will be concealed by the eave drip. Eave drip and fascia provide a complete appearance along the drip eave of the house, as well as providing protection for the materials they cover. The eave drip should completely cover the top edge of the fascia. Inside closures, provide for sealing off the open ribs of the panels, as an alternative option. Preformed Valley 9., ` 1.125" 1.125" Preformed valleys use a diverter to prevent water from rushing under panels on the opposite side therefore channeling water off the roof. Expanding foam closures are generally used to assure a good seal. Gable Flashing 3" 185 (� -�1. " 0.75" 0.5" Gable flashing is used to trim the edge of the roofing panel at the gable end of the roof. It should match the eave drip extends along the drip edge of the roof. If the panel is allowed to hang over the gable end, eave drip can be used as an alternative. Butyl tape between the trim and panel eliminates potential leaks. Transition Flashing 4" 0.5" ---prevents leakage at the point where two different roof pitches meet. It is sealed on the lower side with outside closures, and can be sealed underneath the upper panels with inside closures. For custom transition flashing specify the pitches of the two roof slopes and, if required, specify dimensions "a" and b" The transition flashing provides a continuous drainage where two slopes meet. Side-wall & End-wall Flashing " 3„ 0.75". Sidewall flashing is applied when the side of the roof butts up against an adjacent wall. The wall-side of the flashing can either be covered over with siding or sealed with counter-flashing. Butyl tape should be applied where the "foot" of the flashing attaches to the roof, and, if used, along the top edge of the counter-flashing. 0.51. Like the ridge cap, the ENDWALL FLASHING can be sealed using outside closures. End-wall flashing is applied where the upward slope of a roof meets a wall. The wall side of the flashing can be covered with siding or counter-flashing, and outside closures are used to seal between the flashing and the panel. Roof slope should be specified when a roof slope exceeds 5/12 pitch. The Ridge Cap STANDARD HIP-RIDGE /" \4 5,5.. 5" Hem .5" Hem is used to seal the point at which two upward slopes meet. This can be both along the ridge of the roof as well as a covering for a hip. Either wood-grip or self-drilling lap TEK screws are applied through the ribs of the metal roofing panels. Debris, insects, prevailing rain can find easy access under the ridge cap, so closures are often used to either totally or partially seal the opening. Closures under ridge caps are available in 3 types: solid, vented, and hip valley type. Standard 12-inch Ridge Caps or equivalent ....are economical and applicable a variety of your roofing needs. Pipe Boots provide a water tight seal around roof vents and come in a variety of sizes. Boots seal with caulk or butyl tape and conform to the shape of the metal panel ribs. Roof Pitch Discount Direct Metal Roofing panels require a specified degree of pitch to ensure proper water drainage. The minimum roof slope recommended for all panels is 3 inches of rise per foot. If the slope of the roof is below a 2/12 pitch, contact our representative before using metal roofing less than a 2/12 pitch. Florida Building Code requires a minimum of a 2/12 pitch. Roof Application Panel installation should begin at the gable end of the roof opposite the prevailing rain bearing wind (this will provide added assurance against wind-driven rain being forced under the laps). Measure one panel width in from the roof edge.At this point, chalk a line form ridge to eave. Place a leading edge of the first panel along this line. It is extremely important that this panel be laid square to the eave and ridge so that the remaining panels will line up square on the roof frame. It is wise to have a person at the eave and at the ridge to ensure that the proper panel coverage is being maintained across the roof. Make sure that the metal panels are correctly side-lapped. In applications where end-lapping is required, the upper panel on the slope should lap over the panel that is lower on the slope. Lower roof pitch requires a greater amount of panel overlap. All end-lap applications require two horizontal rows (across the panel) of butyl sealant tape and proper fastening to ensure a maximum water seal application. Providing an overhang of 2 to 3 inches is recommended to provide a drip edge, although only a 1-inch overhang is required where gutters are used. The open metal panel ribs at the eave can be sealed with inside closures. For maximum weather-tightness, a row of butyl tape can be applied above and beneath inside closures. Trimming and Cutting Steel Panels The best tool for cutting steel panels across the profile is either a portable or hand shear or a nibbler. Any particles left on the roof caused by the application of screws must be removed. Care should be taken to remove all loose particles from roof surfaces after application. For safety and to prevent particles from Nibblers, panels should be cut on the ground. To cut panels lengthwise: Note carefully where the panel is to be cut, and, using a straightedge, score deeply down the length of the panel with a sharp-pointed utility knife. Folding the panel along the score mark, and bending back again if necessary, should produce a clean break in the panel. Ordering Roof Panels and Screws Care should be taken when ordering metal panels that correct length measurements are stated to avoid having to take corrective measures after purchase. Panel lengths should fall 2 to 3 inches short of the ridge when a vented ridge is desired and should extend 2 to 3 inches past eave to allow a sufficient drip edge (except concerning gutters). The Discount Direct Metal Roofing sales personnel are ready to assist customers with information specific to their particular metal roofing needs. Special ly-washered screws applied through the flat of the metal is the recommended method used to attach metal roofing panels. 1-inch screws can be used if penetration of only 3/4 inch is either necessary or desired; otherwise, #9 x 1-1/2 inch screws are recommended for metal to wood application. 2- '/2 inch screws are also available, and are often applied by installers who hold to through-the-rib fastening, and for ridge-cap application. Ordering and Applying Trim Common flashing for metal roofing is the ridge cap, which is applied at the peak of a roof where two opposing roof slopes join. Other flashings include transition flashing, end wall, sidewall flashings and valleys. Eave flashings include gable flashing and eave drip, which are commonly applied above fascia trim. For a roof pitch exceeding 5/12 (a 5 inch rise in 12 inches), the slope of the roof should be specified upon ordering ridge caps, endwalls and eave drip. Verify local code requirements. Both slopes should be specified when ordering transition flashing if a steeper roof slope meets a lesser slope, At the gable edge, the use of gable trim adds to the appearance of the structure and protects the fly-rafter, and a sidewall flashing is used where the side of a panel butts up against an adjacent wall. In both instances, the installer/contractor should be careful to seal between the gable rake or sidewall and panel with butyl sealant tape, and to fasten the rake every 6"to 12" up the slope of the roof with the required screws. If eave drip is used on the gable, the number of 90-degree eave drip should be specified separately from that used on the drip edge when ordering. To prevent penetration of water, insects, and debris at the ridge, outside closures may be inserted between the ridge cap and the top end of the panel and inside closures are used at the eaves. Screws are applied through the ridge cap, closure, and rib in at least every other rib of the panels.At least a#8 x 1" and up to a 2 Y2" screw should be used for attaching panels. Self-drilling lap screws should be used to attach ridge caps. Keep Metal Roofing Product Materials Dry Paint and finishes of Discount Direct Metal Roofing panels and trim are designed to endure severe rain and wet weather conditions. CAUTION: Neither paint, galvanized, nor Galvalume finishes, are designed to be in continuous contact with water or condensation for long periods of time. Damage will result if uninstalled panels or trim are allowed to remain wet in storage. Be sure to store material that will not be installed immediately in a dry location. Wet material should be air-dried and re-stacked if installation immediate. NOTE: Plastic should not be used to cover metal panels. How to Figure Screws: On low-pitched roofs, butyl tape or caulk should be applied at the panel lap to keep water from overflowing the lap. For 2-foot spacing between rows of screws, multiply the total linear feet of metal times 2.7. Example: If your order is 1500 feet of Plus Rib roofing. 1500 x 2.7 = 4050 screws would be applicable for fastening. Contact your Discount Direct Metal Roofing representative for a free estimate. Metal roofing application can be aided by pre-drilling panels, allowing screws to go quickly and accurately into the desired spacing. Pre-drilling will work provided that pilot holes are placed accurately in the proper locations on panels. Purlin spacing must be uniform and carefully measured. To apply metal roofing over existing shingles, we recommend first overlaying the shingles with properly attached lx4 or greater, (2x4) or metal hat channel purlins. If pressure treated purlins are used, 30 lb. felt paper should be applied over them in strips to prevent chemical interaction with the roofing panels. High Velocity Wind Zones For solid decking, at least 1/2-inch structural plywood or OSB (5/8" for any High velocity wind zone of 120 and above) supported on rafters at a maximum of 24" on center. Battens: Plus Rib Metal Roofing can be separated from the moisture barrier by minimum, nominal 1"x3" yellow pine battens spaced on maximum 24" centers or according to ASCE 7-98 calculations where applicable. CAUTION: Direct contact between pressure treated lumber, green, damp, and metal roofing must be avoided in order to prevent potential corrosion and moisture build-up. The battens must be fastened to the roof deck with minimum 46 screws at 12" on-center or two minimum 8d common or pneumatic nails spaced 8" on-center or one every 4" on-center (or by applicable calculations according to ASCE 7-98.) Battens must be installed to support the entire width and length of ridge, eave, hip, valley, and gable end trims. Battens are optional if re-roofing over shingles. NOTE: Re-roofing over shingles without a batten is allowed providing the roof has been checked by a licensed roofing contractor to insure levelness and pullout integrity. Purlin spacing can be up to 30 inches for 29-gauge (2 feet is most common) and up to 4 1/2 feet for 26-gauge roofing. Screws should be placed on both sides of the ribs on the eave. Policies Alternate fastening Schedule {On Cantor Spacing or Fastener Raw) q� Wind Speed Zone Type Placement To Fastener 90 100 110 Qy Size On Center Trim On Center Trim On Center Trim Spacing Areae Spacing Areas Spacing Areas Wall Wood 10d x 1"3!4" 24" 12" 24" 12" 24" 7-1r— zone 1 Wood Fast Screw Wood 49 x 1-112" 24" 12" 24" 12" 24" 12" Wood Fast Stitch Wood #12 x914" 12" 12" 12" 12" 12" � 12" VJ i.4 -- r'�' Metal Fast Stitch 18 Ga Steel and Higher #12 x i" 36" 36" 36" 36" 36" 36" I� Metal Fast Stitch 20 Go Stool and Lower 014 x 718" 12" 12"_ 12" � 12" 12" I 12" C.� 0 Nail Wood 10d x 1-314" 12" 6" 10" S" 8" 4" WWood Fast Screw Wood #9 x 1-112" 24 12" 24" 12" 24" 12" i�•+ zone 8 3 Wood Fast Stitch Wood #12 x 314" 12" 12" 12" 12" 12" 12' Metal Fast Stitch 18 Kia Stool and Higher 012 x 1" 36" 36" 36" 36" — 36" 38" Metal Fast Stitch a 20 Go Steel and Lower #14 x 718" 12" 12" 12" 12" 12" 12" Indemnity: All prices and designs are subject to change without notice. Disclaimer: Despite the fact that we have made every attempt at accuracy in this manual, we are not responsible for typographic, printing, or technical errors. Manufacturers Recommended Alternate Fastening .Schedule OFFICE COPY S Regulation SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats A Facts Publications FBC Staff BCIS Site Map links Search prProduct Approval .- J USER:Public User Product Aooroval Menu>Product or Aoolication Search>Application List>AwiciMion DO WI REVISION EVISION FL# F13613 R2 BP#,RES 3 Application Type Revision Code Version 2014 DATES /.2o SL Application Status Approved SIGNED Ma- w. Comments Archived Product Manufacturer Discount Direct Metal Roofing Address/Phone/Email 9169 New Berlin Road Jacksonville,FL 32226 (904)696-9700 Info@ddmetal.com Authorized Signature Glenn Lord info@ddmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Me ,Rpofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Locke Bowden the Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 05/25/2024 Validated By Zachary R.Priest,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL13613 R2 COI FL 13613 Discount Direct Reoort Final ss.odf Referenced Standard and Year(of Standard) Standard Year FM 4471 1992 UL 1897 2004 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code ' OFFICE COPY Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/06/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 13613.1 29 Ga. Plus Rib Roof Panel 29 Ga. Plus Rib Roof Panel over 1/2"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL13613 R2 II FL 13613 Discount P'l- I ,',wl pdf Approved for use outside HVHZ: Yes Verified By: Locke Bowden,P.E.49704 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: +N/A/-84.25PSF Evaluation Reports Other:-84.25 psf @ 2'-0"o.c. Fastener Spacing. Install per FL13613 R2 AE FL 13613 Discount Direct Report manufacturer's details. Not for use in HVHZ Zones. Final ss.pdf Created by Independent Third Party: Yes Hick F,E Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine rf you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: 71 1!"_1 WX E3 E Credit Card Safe OFFICE COPY FL 13613 Discount Direct Rib Panel i .• r rDole w /MIIt1w1Cf, .wMe oa�hrwt sut s� SlelollBQ FASffKI PAT= 1/4-14 x , •w ox oolR.uallf UK WA E,QolEIiO LAP 'AiiEl[I Locke Bowden,P.E. Discount Direct Metal Roofing FL 13613 OFFICE COPY 9450 Alysbury Place 9169 New Berlin Road Montgomery,AL 36117 Jacksonville,FL 32226 Florida Building Code 2014-Compliance Statement: The product herein has demonstrated compliance with the 2014 Florida Building Code as evidenced in documents provided by the manufacturer. Per Rule 61G20-3 Method 1-D Product: Plus Rib Roof Panel-'/4" Rib Panel, Minimum 29 Ga.Steel,36"Wide,through fastened roof panel over wood purlins (optional)over max.one layer of asphalt shingles(optional)must fasten thru to min. 15/32" APA Plywood decking. Non-HVHZ installation. Install in compliance with Florida Building Code 2014. Product as described herein has demonstrated compliance with the Florida Building Code 2014, Section 1504.3.2. Materials: Panel Thickness 0.0145 Min(29 GA),36"width, W major rib at 9"o.c. Yield Strength:Min 80.0 ksi.,complying with FBC 2014,Section 1507.4.3 for corrosion resistance. Underlayment:Any approved and in compliance with Florida Building Code 2014 Paint Finish:Valspar Fluropon®Coating(optional) Fastener: #10 HWH Kwikseal II WoodbinderO with sealing washer or approved equal;with a''/," minimum penetration through plywood substrate.Corrosion resistance in compliance with FBC 2014. Roofing panel fastener to penetrate through'/."of min. 15/32"thick APA Rated plywood; 1x4, No.SYP wood purlins(optional)shall be fastened to the plywood with min.8D x 2'/:"ring shank nails at 4"o.c.spacing max. into plywood decking.Design of substrates and supports are outside the scope of this product evaluation. Testing: UL 580-94/1897-98 Uplift Test-Report#126-0350T-06B-Force Engineering and Testing FM 4471-95(1992):Test report#126-0153T-10- Force Engineering&Testing TAS 110-00#VLs-004-02-01;#VLs-005-02-01 PRI Construction Materials Technologies The UL 580-94 test standard is equivalent to the UL 580-06 test standard. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. The FM 4471-95 test standard is equivalent to the FM 4471-92. Limitations:Slope: In accordance with FBC 2014, including Section 1507.4.2. For slopes less than 3:12; lap sealant must be in the panel side laps. Fire Barrier: Any approved fire barrier. Fire classification is not part of this evaluation report. Installation: Install per manufacturer's installation instructions and in compliance with Florida Building Code 2014;Chapter 15 Roof Assemblies and Rooftop Structures Maximum Total Uplift Pressure: -84.25 psf @ 2'-0"O.C. Fastener Spacing Design Pressure includes safety Factor=2.0 Certificate of Independence Lock Bowden, P.E. does not have,nor will acquire,a financial interest in any company manufacturing or distributing products under this evaluation. Locke Bowden, P.E. is not owned,operated or controlled by any company manufacturing or distributing product under this evaluation and does not have nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Locke Bowden, P.E. does not have,nor will acquire,a financial interest in any other entity ,,�tt��cirrrririr; involved in the approval process of the product. ,v�g`�(k D', F, FL LockGden,P.E. Floridi itg",#49�/ F OF /vr J o AC� a�w A L In accordance with the Florida Building Code; manufacturer is compliant and Rule 61G20-3 wherein manufacturer complies under quality assurance program audited by approved Quality Assurance Entity; 5/25/2024 Discount Direct FL 13613 This product evaluation report does not provide warranty,installation,use of product recommendation nor any other product variables which are not specified herein. MAP SHOWING SURVEY OF LOT 20, NORTH ATLANTIC BEACH - UNIT No. 1 R-C-B-S-. CORPORATION AS RECORDED IN PLAT BOOK 15, PAGE 10 OF THE' CURRENT PUBLIG RECORDS OF DUVAL COUNTY.' FLORIDA,- TOGETHER WITH THE SOUTH 20 FEET OF 17th STREET AS CLOSED AND ,'RECORDED IN DEED �8001< 1312, PAGES 177 AND 178, AND EXCEPT THOSE LANDS LYING EASTERLY OF THE EROSION 'CONTROL LINEfOR SAID 'DUVAL COUNTY. ANGLE POINT OPPOWTE R!--45 0 0 1'4 0 z > (A 0 D.E.P. MONUMENT No. 72�81-A.17 NORTHING=21860445.2 0 EASTING-373902.1 ANGLE POINT OPPOWE R-46 z 0 0 0 Z Z COMMUNITYDEVEL M . rn OPMENT <m N I— D, � I �. I APpRo I ctl VED rn 01 r 1296.28' 9� WOOD DECK 8.3. 2� STORY WOOD FRAME ... ......... RESIDENCE No. 1721 KW CO woorm, 0.8 74", i0s.74 A1.6 'A r R at 13.6- 3,0 Y, y,5.2 A7�3 3 14.2-,L 9.8 .93.98' 'A 1.5.1 14.3 'A 9,0 3 GES 1 7 a 'A 2 0 1312- PA 112- IRON 47th sTREE DE Foum CLOSE CAP )F NO 40' RIGHT )tj 10 IR( C4 FOUND 1� N83-28sl SOU� 2o'FEET In FIP& AND Gvfv �i TH PAUb '14 ET a .37' IR( . I �2*IRON 1 41-W .11 vv . .5 1 01 21, 11;0-3 41 N 6 26 AIC 0. 01 dEPIRIC EA )OD F *rCK A1.6 9 Bux 0.4 5! wo Ll-h A 70 Y, 110.02' 3!l STOK 10 0 2,3 it 0 Vp )e 0 1 -A 3. C-) !pill IIA ch III FRAME. 11 it OV �A 4.3 0 CE 5.2 14,5 -2 RFSIDEN 27 -�I 7V, 0. t lie A_ 9 6 "TT to +_*"_ 1, SkiED FLOOR-f- 'A FLOOK ) IV 1 11 . I rTl 0.1 \p- I - I FjAViEgR �A4a 09 Ag. -4 FLOOD INSURANCE RATE MAP y 7 2�O z No. 12031CO407H TP 11 6 ro 127. L - . - -1. -- .14t I I .-1 _ - 0. cn 10 8.7 0. 0 4. 0 -4 -4 1 FLOOD INSURANCE RATE MAP C: A1.09 5.1 14 cp 6 No. 12031CO409H ve �0 0 31.3' 72 FENCE 0., (0 u -4 ENCE 70 'k Q94! WOOD y 0 FO -D 16 T0.5 51 v 1 4.46 �jj B3 1 .2 90 '269 la SA.3 39S 7HIN 2 IV - I IRP 1 C 2 0 �41 N c: 13 .13 71N,. 30 S01`23*14' (0 To 50 63-226 WA TER WOOD DECK 2 STORY WOOD FRAME RESIDENCE No. 1717 NOTES: 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2. BEARINGS BASED ON A LINE FROM THE DEPARTMENTOF NATURAL RESOURCES MONUMENT NO. 72-81-AI7 TO NO. 72-81-A18 AS PER COASTAL CONSTRUCTION CONTROL LIN E 134.77 FOR DUVAL COUNTY, FLORIDA AS RECORDED IN MAP BOOK C,, PAGES32 THROUGH 72H APPROVED JULY 21, 1992, BEING S 06'32'05" E. 3. MEAN HIGH WATER LINE IS BASED ON EXTENDED -0291 PUBLISHED DATUM FOR TIDE STATION 872 (JACKSONVILLE BEACH). MEAN HIGH WATER = 2.10 TIDE,_RANGE = 5.07 4. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA STATUTES CHAPTER 161.053 (6)(A)2: "SEASONAL LINE".MEANS THE LINE FORMED BY THE ANGLE POINT OPPOSW R-47 ANTERSECTION OF THE RISING SHORE AND THE ELEVA''nON OF 150 PERCE14T OF THE LOCAL MEAN TIDAL RANGE ABOVE LOCAL MEAN HIGH WATER. ELEV. + (1.5 X TIDAL RANGE )=SHWL Iro 41 Z10 + (1.5 X 5.07') = 9.70 (NAVD 1988) 5. EROSION CONTROL LINE IS EASTERLY BOUNDARY OF SURVEYED LANDS. 6. EROSION CONTROL LINE BASED ON THE STATE PL ANE COORDINATES AS RECORDED IN PLAT BOOK 35, PAGES 59, 59A. 69B 7. BENCH MARK USED IS NAIL IN A PALM ADJACENT TO TION=13.20 (N.G.V.D. 1929) D.E.P. MONUMENT No. 72-81-A18 1671 BEACH AVENUE. ELEVA NORTHING=2183562.4 8. ALL, PIPES IN SANITARY MANHOLES ARE 6" PVC. EASTING---374065.2 9. ELEVATION DATUM CONVERTED FROM N.G.V.D. 1929 TO N.A.V.D. 1488 USING CORPSCON 6.0.1. DATUM CONVERSION FACTOR� (N.A.V.D. 1988)=(N.G.V.D. 1929-1.10 10.jHE PROPERTY OWNER OF RECORD IS MICHAEL R. MULARKEY, AS,PER THE DUVAL COUNTY PROPERTY BENCHMAW: NAIL IN A PALM APPRAISERS OFFICE. ADJACENT�TO 1671 PALM AVENUE. $LEVAIION=13.20 (N.G.V.D. t929) (12.10 N.A.V.D. 1p zo 4.0 1988), SCALE: 20' THE PROPERTY SHOWN HEREON APPEARS TO LIE IN FLOOD ZONES THIS SURVEY WAS MADE FOR THE BENEFIT OF MICHAEL R. 'Y' (AREA OUTSIDE OF 0.2% ANNUAL CHANCE FLOODPLAIN) AND - :Y ANDf _!.ZABETH C. MULARKEY. "AO" (DEPTH 2") AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP Nos. 12031CO407H AND 12031CO409H, REVISED� JUNE 3, 2013 FOR DUVAL COUNTY, FLORIDA. D.E.P. UPDATE- OCTOBER 30, 2017 REVISED FINISHED FLOOR ELEVATION- JANUARY 25, 2017 DONN Wi_- 60ATWRIG "NOT VALID WITHOUT THE SIGNATURE AND HTq P.S.M* THE. ORIGINAL RAISED. SEAL,O I F A FLORIDA b.E.P, TOPOGRAPHIC SURVEY- DECEMBER 14, 2016 FLA* Lit.- $MVEYOR AND MAPPER No. LS 3295 LICENSED SURVEYO R:AND MAPPER." FLORIDA LICENSED' SURVEYING AND MAPPING BUSINESS No. LB 3672 6;319�t W FET R TE CL T SU tA--JRS 150GROBERTS DRIVE JACKSONVILLE BEA%....n , FLORIDA . DATE: MAY 1, 2012 1454 CHECKED By.. FILE* 2017- 1 B Y.- BOATWRIuH AND 'K inc SHEET 0 (904)241-8550 F REF.2012-0324; 2016�1478 I - ___....1'.. 11 I I .I::,;Z..� I : 1��e� .: lss� �� : I.. � I I , .�,,�,:�, ::Z ,�:...��joo I , 1 .., .�, Z il�li� I I '. ,:�. ,�,.:�........,�o,e 1� I % � I ... �,�,"..1,,,,,, ....oeeoeo... , , , , �� I � . � ,e:� �� , ...�:",..,,:, ,,;�,� I I ..,,:,1:.............s�ss;111111111_ .,, � � 4��:,,:, ,, ,, ,, ,, ,, ,, ,, ,, �;:,,� , � �� I .. ,1�, �I" ,,Zoe, . � � , �� " ,Z s�l ,.� I e,,`.� . � ,, � � I � ,,.,I I ,i�p, I �,�, ,�A,11. , , �� - I.,... . , I'll I � . 4_ 1 Mularkey Residence -1 . ,::_...�.__ - " . , .:.......1.�.�,,.*i'�,',, 1- �,�.�� . ,.... Z��"�% !��i��i�i��i!��i��;��!��iii��!��:�i��]�i�� .... .�.: �!��ii�!qii��!i�zil��":��,�,�', . _Z,�� 11.5 :. :%:�::::�: . _1 ., 1�:. I......- 114"'14. � , .� M� �14 ,,, �� sos ,,�,,��,-��,,,,,,,"",�,� 1� ,,.,,.,.,.,"'',��;�.',��,liI �_, 1 , Z"V-11 - 111. _� - �1�� 1-111", N�� I _0_,_:,� :� .. 5�:��Z�,111�::,-. 'I', �, _�,. ." I � :"I �_ �.�:.,. _ 111""Nil,", I � 1719 Beach Avenue . Atlantic Beach , Fl . %,Z�:�:��i�;��]�:i��!!�,,:,:zl�::�,:::�::j... 11. �� I � ",'' I 111-� I ,:, :1 � , - 1::1, 1.111, ',:_,�i��it� _�:. � ....... -X I'll , �_,�_ ��,��, � , I "�I_— � �,, -,Z::,��,:�,��Mii� Z�i�,4� ��"I"�� I 11 I � ,, � Z�0:__I - �� . � � �, 11 � 11 I�: ii� �� ql��,�::Z, I � 1:1,'::Z��Z�,.,.,. o I ,''% � 1� � I I I I� ,� X I... �P_5,� I 11 ,r� �.,, ��' - , � 1:-,�,� I�, , .�:��:��:j:�l U,.�@,Z�:�� ..�Z � � I � 11-, 1,1 � R� ��. ": I , �, 111s- ; "I _ �� 11��11 I I 1- I � I .1 Z Z��...i 11 " "i _��:�. t _��:�. 1.I , ,i�.�:�,�i�llli I 11 � ��. .'�,�:0��:�%:,,","' .� 1, ::��.".."l- I -.11 ":_ ,�,%% � 1:� .1, I. t:%K�:��,, ; � I ,� I.. : . �,�.. :. � - I I 1 z,-;.,-- Wal 1*4 � - * � Plan Notes Mech. Elec. & Plumbing Systems Project Information Index ...... A I�::I-".7k, .1 G"'111�*o' . 1��7.,iVill�, � Porches & Balconies Massing & Walls I I I � � I I I � � _____ --- i I ,t��t,,,,,,,i�,ki�,,,,.I,,i,�,i�t........�, 90� '..`Of�IiWll � COLUMNS MECHANICAL NOTES � - I CONCRETE MASONRY UNITS ELEVATION NOTES DESIGN CRITERIA: I � AO.1 Title Sheet&Specifications Copyright 92017 Starr Sanford i System shall be designed in accordance with all applicable codes, standards & Building Classification: Residential Design Associates, Inc. All rights � 1. Wood posts shall be 4x4, 6x6, or 8x8 (see Drawings) and shall be #1 Common icensed 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions I. Building Type: Type V Construction reserved. The design concep ts I� grade pressure-treated pine or better. All post trim shall be equal to or better 1. All structural information shown is for reference purposes only. A local I btain clarification before continuing with requirements of local utility officials. Design engineer shall prepare calculations 7 A1.1 Existing/Demo Site Plan drawings, written material, and 11 structural engineer shall design to actual site conditions & design all structural are in question, the builder shall be o I ecifications of this document are � than post material. construction. Builder shall verify all dimensions&conditions at jobsite. for equipment sizing, duct sizing, accessory arrangement, etc., and shall prepare A1.2 - Site Plan Te property of Starr Sanford Design I; gin chamfer 1 post elements such as footings, foundation walls&slabs, 2. Finished grade lines shown are approximate. Verify that finished grade slopes final drawings accordingly. Associates, Inc. No part of these Post corners shall be chamfered unless noted otherwise. Be documents shall be copied,disclosed i 2. rnb, true and square w/filled joints. All walls shall be it A2.1 Existing/Demo First Level Floor Plan to others, or re roduced in part or i: width above porch floor if there is no rail or 1/4 post width above rail unless 2. All masonry shall be laid plu away from building for at least 48 outside building perimeter. Builder shall 2. Furnish all ductwork, control wiring, piping, fittings, accessories, etc. for Unless otherwise noted, project site considerations shall be the responsibility of the owner Ilan whole in any form without the i adequately braced until securely tied to the structure. No work shall be done establish finish floor elevation in consultation with homeowner. Builder shall complete installation. � A2.2 Existing/Demo Second Level Floor I '� noted otherwise. End chamfer 1/2 post width below beam if there is no capital and/or contractor. Examples of such items include, but shall il'ot be limited to written consent of Starr Sanford � subject to freezing conditions. All exposed work shall be brush-cleaned to be Insulate all heating or condenser water lines in uninsulated spaces w/tubular � A2.3 First Level Floor Plan Design Associates, Inc.Do not scale I or 1/2 post width below capital unless noted otherwise. Chanifers shall be 3/4" take into account design intent, including number of steps, water table masonry, 3. 1 determination of grade elevations, drainage features, and special requirements associate drawings.Use given dimensions only. i free of surface mortar. etc. Builder shall also assure that there is adequate clearance between finish grade foam insulation. Insulation shall be of self-sealing type or shall be taped closed � A2.4 Second Level Floor Plan&Electrical I I with FEMA flood hazard and/or DEP zones. If not shown, verify the correct � for 4x4 posts, 1" for 6x6 posts, and 1-1/4" for 8x8 posts. Begin and end 3. All masonry work below finish grade shall be filled with grout. This includes all &any wood construction. w/foil-faced tape. I A2.5 Roof Plan dimensions with Starr Sanford i chamfers with a flat taper equal to the depth of the chamfer unless noted � Design Associates, Inc. Contractor i cores, cavities&other spaces. 3. See details for exterior materials not shown here. 4. Closely coordinate work with all other trades. Maintain ceiling heights & duct � otherwise. I I I The contractor is responsible for the means and methods of construction. It is the shall check and verify,all dimensions I - 4. Newly laid masonry shall not be disturbed in any manner. Any section which 4. Gutters &downspouts may not be shown for clarity. Homeowner may elect to spaces provided. I contractor's sole responsibility to determine the,procedure, sequence, and temporary A3.1 Existing/ Demo Main House Exterior Elevations and conditions of the job site. i may be #1 Common grade pressure-treated pine or better, or & A3.2 New Main House Exterior Elevations 1 3. Turned posts has been disturbed before mortar has set shall be completely removed&re-laid. use rain diverters over doors &walkways in lieu of gutters. Properly-planned 5. All valves, dampers & other control devices shall be accessible for operation bracing as to insure the safety of the building and its component parts during construction. � may be Perma-Cast. Protect masonry work from moisture and temperature changes at the end of French drains in th-- ground below eaves can carry water successfully away from maintenance through accessible ceilings or through access doors or panels A3.3 I New Main House Exterior Elevations i 4. Classical columns (round or square) may be smooth cedar, redwood, I the house. If gutters & downspouts are used, locate to allow drainage to flow manufactured for such purposes. . The contractor shall verify all conditions and dimensions at the job site prior to � I Perma-Cast, or limestone. each day's work. away from house, adjacent structures & property line. Locate downspouts in 6. All units above ceiling shall have auxiliary drain pans installed below entire unit. cornmencing work. I A9.1 Wall Sections � 1 5. Concrete masonry units shall be sound, dry, clean & free from cracks. CMUs non-visually-offensive locations Do not locate downspouts on front face of Route internal & auxiliary drain lines down to floor drain or utility sink in I - I ,i� shall be Grade A units conforming to ASTM C-90. CMUs shall be laid running house unless shown. The Architect suggests the use of traditional half-round utility room or other non-public areas where overflow would be noticed by The contractor shall supply, locate, and build into the work all I inserts, anchors, angles, E2.1 First Level Electrical Plan � BEAMS bond using full & lialf-blocks unless noted otherwise. Saw-cut blocks if gutters & round downspouts should the homeowner elect to install gutters & homeowner. I � I plates, openings, sleeves, hangers, slab depressions, or other components as may be I i i non-modular dimensions are required. downspouts. 7. Provide fresh air duct to each air-handling unit as per applicable codes. Fresh air required to attach and accommodate other work. I I 1. Wood beams shall be #1 Common grade pressure-treated pine or better. 6. CMU bearing walls shall be minimum 8" thick, & shall be reinforced 5. All columns sho n shall be Architectural Grade. This grade includes duct shall extend from intake blower at exterior to return air side of ductwork. I I I i i 2. Beams supporting masonry shall be limestone or reinforced concrete. w/truss-type reinforcing every other course. correctly-proportioned base&capital details&proper entasis (taper). 8. Provide pressure regulators for all gas equipment as required, for proper It is the owner's and/or contractor's responsibility to obtain a soils exploration re�port. The � I rs Engineer shall be notified if soil conditions encountered differ from the noted i 3. Metal beams shall be hot-dipped galvanized steel. 7. Reinforce CMUs vertically by filling cores from footing to top of wall w/grout 6. Shutters shall be sized to match actual window openings. Mount with hinges & operation. Verify gas pressure at meter to determine necessity of regulato .uch as These drawings may not correlate to any in-field modifications, any discrepancies or hold in place with shutter dogs located at bottom rail as shown. 9. Coordinate with electrician concerning items requiring electrical service s I i I assumptions. All requirements for site preparation and soil compaction specified in the i &rebar. Reinforce CMUs @ corners by filling all such cores from footing to I . ,I I I condensing units, air-handling units, condensate pumps, motorized dampers, etc. . . questions should be reported to the Architect as soon as possible for resolution. �i top of wall w/grout &rebar. Reinforce CMUs within 16" of beam or girder 10, Coordinate service&ampacity required. soils report shall be followed unless more stringent requirements are specified in these I ! bearing or other concentrated loads by filling all such cores from footing to top safety Plans. : SIDING NOTES The Builder shall test pressure-reducing valves, T&P relief valves &other - � I I Attachments & Sitework of wall w/grout&rebar at each core. Reinforce 1 CMU core under each end of devices prior to the operation of system. The Builder shall test and balance all � i bond bearris by filling all such cores from footing to,top of wall w/grout&rebar . � breather fabric or similar. systems prior to completion of the work. 1: at each core. Reinforce all openings in CMU walls larger than 12" in any 1. Exterior shingle siding shall be Cedar shake installed on - i FIREPLACES & CHI M' NEYS direction w/rebar at all sides of the opening. Extend bars 24" past corners of 2. Lap siding shall be cedar. . - I- - � I 1 3. Brick shall be Artisan. I PLUMBING - I Ceilings & Attics I I opening. Reinforcing bars shall be ASTM A-615 Grade 60 or better, refer to 4. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. I I I I I : 1. Fireplaces shall be constructed with Isokern system or equal. Engineering. Extend hook bars of same size as vertical reinforcing into footing& 5. All siding shall be installed as per Manufacturer's instructions. lap vertical reinforcing 24't minimum. Install bond beam course w/1 #5 1. System shall,be,designed in accordance with all applicable codes, standards & GENERAL CONDITIONS "--4 I � 1 2. Flues shall be clay tile or Isokern DM flue system except that triple-wall metal continuous @ top of all CMU retaining walls & above all door & window I� requirements of local utility officials. Design engineer shall prepare calculations CEILING & ROOF FRAMING "_ � � flues may be used only with European Copper chimney pots (see below.) � I � openings. � TRIMWORK NOTES for pipe &equipment sizing, accessory arrangement, etc., and shall prepare final I i 3. Chimneys shall be brick or stucco on 4" minimum masonry. �, .. 1. These Plans are the property of STARR SANFORD DESIGN ASSOCIATES, a) r_1 � 4. Chimney pots for clay tile or Isokern DM flues shall be traditional clay chimney 8. Consult with the structural engineer if CMU walls will be required to act as drawings accordingly. 1. All structural members shall be sized to carry all imposed loads by a structural -.1 � retaining walls. Backfill after first floor is set. I 1. All finish work shall be executed by qualified subcontractors, and shall be filled, 2. Furnish all piping,fittings,accessories, etc. for complete installation. engi INC. These Plans are protected by Federal Copyright Laws. Any use of the Y) PL, �0 �� pots equal to Superior Clay. Chimney pots for metal flues shall be equal to neer or other individual acceptable to state&local authoril,ties. information contained herein beyond the use authorized by STARR M , N I i 9. Mortar shall be freshly prepared and uniforri-Ay mixed. All mortar joints shall be sanded smooth and ready for finishes. Trim materials should be tempered to 3. Insulate all domestic water supply lines in uninsulated spaces w/tubular foam Ceiling&roof framing&blocking shall be #2 KD southern yelidw- pine. M European Copper metal,chimney pots by Jack Arnold. completely filled as the masonry units are laid. I ambient project conditions. All finish lumber, trim, moldings &millwork shall insulation. Insulation shall be of self-sealing type or shall be taped closed ' SANFORD DESIGN ASSOCIATES, INC., or any duplication, publication, "Ci �� I 1 2. All framing&blocking lumber shall be kiln-dried to a moisture content of 19% � 10. Grout shall be freshly mixed of fluid consistency and uniforn-Ay mixed. Fill cells have a moisture content of 12%or better. w/foil-faced tape. I I I sale or distribution of any part of these Plans without the prior written consent C.� N � 2. Exterior fascia shall be backprimed solid wood, & screwed @ corners (see -1 rs or similar or better. 1, of STARR SANFORD DESIGN ASSOCIATES, INC. Cd 0 � SEALANT NOTES I If of masonry in vertical reinforcing in lifts not to exceed 48". material is NOT allowed. 4. Cleanouts shall extend to surfaces or shall be provided w/access doo 3. All wood in contact w/concrete, earth, masonry, or in a moist location shall be P-� Q) � I I Drawings for widths). Finger joint devices. Cap all pipe to be left open overnight&protect pipe during installati ' I - represents a violation of Federal Laws subject to the prescribed penalties. = N I i 11. Verify masonry wall reinforcement&turn up equal quantity &sizes of rebar out ion -preservative-treated with a water-borne preservative applied by vacuum I , 3. Exterior soffits shall be backprimed solid wood up to I 1" in width or shall be pressure � , � All work is to be in accordance with the latest codes. i of footing at locations for wall reinforcement so that reinforcement is continuous , from dirt, gravel&other debris which might cause blockages or flow restrictions. I I - � I 1-1 1. Use materials appropriate to the application for maximum life and optimum - 1/2" smooth factory-primed exterior hardboard if greater than 1 1" wide (see process in closed cylinder&shall be kiln-dried after firming.,." Local Ordinances: Atlantic Beach, Fl W C.) � ,All joints should be sound, clean, dry & free of contaminants. from wall into f�o_oting.- 1 5. 1 Center all fixtures in space allocated unless noted otherwise. I I (L) .1-4 ,;I- appearance, - Drawings for widths). Finger joint material is NOT allowed. 1 4. Wood blocking shall be solid &shall match the depth of the primary framing 2. Building Code: 2014 Florida Building Code Residential 4_4 CD � I Caulking or sealant should be applied in accordance with spec data sheets and 12. Provide anchor bolts at all reinforced CMU cores as noted above, or if 4. Exterior cornerboards & casing shall be backprimed 2x solid wood (see 6. Lead solder is not allowed. members. I Electrical Code: 2014 National Electrical Code g 9 M I :! manufacturer's specific recommendations. Colors shall be selected by foundationis-'concrete, provide anchor bolts 48" OC maximum&at an corners 'material is NOT allowed 7. Closely coordinate work with all other trades. Maintain ceiling heights &pipe � I &edges of openings to I r connection of framin to concre�e-cir masonry work. I Drawings for widths). Finger joint 5. Roof trusses shall be designed, fabricated & erected in'l.ccordance w/the 3. It is the builder's responsibility to assure that all manufactured articles, material, CZ ,_, I homeowner from manufacturer's standard colors. Caulking or sea ant shall be ' -I I I - 9 5. Interior trimworkshall be shapes as shown on drawings. spaces provided. "Design Specification for Light Metal Plate Connection Roof Trusses" of the (1� i � installed so that finish surface is smooth, even&regular. I �, 1 8. All valves, cleanouts & control devices shall be accessible for operation & and equipment are applied, installed, connected, erected, used, cleaned, +_� E i 6. Truss Plate Institute. Truss nianufactumr shall provide engineering design & ' mt !� 0 1 11 be installed at interior dry joints between dissimilar materials as I I I I adjusted, operated and conditioned as directed by the manufacturers, unless , ' i 2. Caulking sha �- -7_`-,`��-, I - I I � I maintenance through access doors or panels manufactured for such purposes. shop drawings which bear the seal of a registered engineer in the state in which I I ,-t _ " I I I I I i __� , I ' I 11 -1 ELECTRICAL PLAN NOTES 9, � Soil & vent stacks shall have cleanouts as indicated on Drawings and/or as _ _` I � 1� 1 herein specified to the contrary. Builder shall follow all instructions to sustain .F-4 . U I required. 1--1 � 'WALL FRAMING , I I I I I I work is to be performed. Shop drawings s -jes, sizes &stress . � I Sealant shall be installed at exterior or damp interior joints between dissimilar ��, - I � I I hall indicate thr�,spelq and preserve all expressed or implied warranties and guarantees. (L C) 3. - - I required by applicable codes for proper maintenance. , � i materials as required.,Prime all substrates w/primer as recommended by _� grades of lumber, metal connector plate sizes & types &-by�,_JrHW.�& anchorage �Z _0 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 10. ' Coordinate placement of all drains with flooring subcontractor. I I - 4. It is the builder's responsibility to check all plan dimensions &details for overall W g L_ rom the bottom up. Apply sealant when 1. All structural membks shall be sized to carry all imposed loads by structural details. Truss manufacturer shall submit supporting desig documents which � manufacturOV of sealant. Apply sealant f I are in question, the electrician shall be responsible for obtaining clarification 11. , All pressure piping located in inaccessible areas such as under slabs shall be accuracy appropriate to the site &final selection of masonry, floor joists,lumber, C) 0 1 -way between design extremes. Use flexible open-cell engineer. � indicate loading, section modulus, assumed allowable striss, stress diagrams, structural members, veneer, roofing, etc. Names of materials & manufacturers > 4-- 1 joint is approximately half i I before continuin, with construction. Builder shall verify all dimensions & 9 2. kin,�sl,,Il be white pine,spruce, or fir, stud grade or better. � continuous copper tubing without joints. n', which is for file � polyurethatle foam backer rods at all butt joints to create a sealant joint no Wall framing&block conditions at j obsi�e. 12. Coordinate with electrician concerning items requiring electrical service such as calculations & any other required supporting informatio" . shown on these Plans do not represent any endorsement or recommendation by ,,� C: �� thicker than 1/2 the width of the joint, but in no cases thinner than 1/8" or 3. ' All framing&blocking lumber shah be kiln-dried to a moisture content of 19% 2. Drawings are dia rammatic only. Furnish all conduit, wiring, panels, breakers, purposes only as the Architect shall not be responsible for ch-king calculations. to 11 er than 1/2 the width of the water coolers, sensor flush valves & water heaters. Coordinate service & 1�1_1 SANFORD DESIGN ASSOCIATES, INC. � I or better. disconnects, accessories, etc. for complete installation whether or not every item 7. Any hip or valley rafter over 28'long shall be Larninated"Vertier Lumber. I thicker than 3/8", Lap joint depth shall be no great I I I 1 5. Final selections of materials to be used are the responsibility of the homeowner �� ,,:� V) joint. 1 4. All wood in contact w/concrete, earth, masonry, or in a moist location shall be is shown or specifi--d. ampacity required. 8. Roof sheathing shall be 5/8" Exposure I tongue &.groove kwood glued w/ (:; L_ e I I and/or builder, including, but not limited to proper installation of materials, (1) M L_ '1' pressure-preservative-treated with a water-borne preservative ap 3. These drawings are intended as general guidelines for purposes of establis waterproof construction adhesive &screwed or nailed 12" 0(7 Co training. OSB W (0 'plied by vacuum hing 13. Provide expansion valves & pressure relief valves & drain lines from water � nailing, gluing, caulking, insulating, flashing, roofing, weatherproofing&many I � nal layout, I heaters. Route drain lines down to floor drain or utility sink in utility room or I I ': I process in dosed cylinder&shaH be kiln-dried after treating. certain minimu criteria, & do not necessarily represent the fi . 4, = 41 � Cabinets & Furniture I ' is NOT allowed. other small items & details not necessarily indicated on the Plans over which M &.1 Ln I - 5. Wood blocking shall be solid &shall match the depth of the primary framing arrangement, size, brand name, capacity or other characteristic of the engineered I other non-public areas where overflow would be noticed by homeowner. If line 9. Hold roof deck panels apart as recommended by decking manuficturer. ;..q C�, I I� I members. Provide blocking in wall to secure mounted millwork shelves, system. System ,shall be designed in accordance with all applicable codes, I I is run to exterior, extend line concealed in walls to within 18" of finish grade & 10. Hold roof deck panels away from iternsveile I t ting,roof deck,as recommended ,, SANFORD DESIGN ASSOCIATES, INC. has no control or responsibility. . V, V - 6. These plans provide ideas & concepts & are not intended to be complete in all � uirements of local utility officials. Deviations from the concepts terminate with 90'elbow pointed down. . �1_1 � I I fixtures, mirrors, toilet accessories & other items requiring a permanent standards &req � by roof deck manufacturer to allo expansion&contra.ctio of roof deck. 1;I r- I� MILLWORK attachment to the wall. shown on these Drawings should be supported by design calculations. Design 14. Provide pressure reducing valve as required for proper operation of the system. Hip rafters,ridge boar I rafters shall be one size h I lian rafters. respects & details of weatherproofing. Use of a potential variety of window or P-4 r__4 3: 1 : 2x6 studs engineer shall pre pare calculations for loading & equipment sizing, accessory Verify water pressure at meter to determine necessity of reducing valve. 11. 1 I door brands & types & use of different inaterials & thicknesses can change 3: � 6. Interior walls shall be 2x4 studs(3 1/2"thick)&exterior walls shall be arrangement, etc., and shall prepare final drawings accordingly. 12. Purlins. s '6" OC. Provide 2x6 rafter ties at al ibcations where details. Additionally, varying codes &regulations, foundation requirements & ;Z � � ages & other 15. Seal to wall, floor or countertop around all fixtures with tub & tile sealant to � - ; � 1. Do not scale drawings. Use only dimensions shown on drawings. If dimensions (5 1/2" thick) unless noted otherwise. Exterior walls of gar 4. Install GFC1 outlets as required by applicable codes. These areas include match color of fixture unless noted otherwise. . I 1. _ �6� 1 joists run perpendicular to rafters. electrical&mechanical plans can also change details. -1 � are in question, the builder shall be responsible for obtaining clarification before unheated areas shall be 214 studs unless noted otherwise. I I -1`�` `��-�,,"� 7. It is the builder's responsibility to assure that all work is in strict accordance with �� I receptacles in a bathroom, kitchenette, or other area where running water is I "I I '-d � _o erwise 1 continuing with construction. Builder shall verify all dimensions &conditions at 7. Headers shall be sized by structural engineer to inect all local live & dead load 16. Install shower heads 80",OC AFF @ waltpen�,U*� reeied"'th � present or areas exposed to the weather. � I � the latest edition of all applicable National, State, and Local Building Codes. It is : I by homeowner. �� j obsite. requirements. Install minimum 2x4 liner under each end of all headers. Install 5.� Install hardwired smoke detectors with battery backup on all floors. Interconnect the builder's responsibility to assure that all work is in strict accordance with the I � brication. Verify all 17. ' Drains in walls or ceilings shall be cast iron. I i 2. Field-verify all dimensions before beginning millwork fa 2x6 over top plate of wall in walls parallel to framing above for sheetrock detectors so that all will sound should one detector activate. Verify number of i . Plumbing shall be PEX or similar, with recirculating hot water. latest edition of all applicable Construction Standards. I kitchen equipment sizes w/homeowner before ordering cabinets. blocking. Install minimum 3 studs @ beam bearing points unless noted smoke detectors required & locations w/homeowner & code requirements. I$. - -1 8. Names of materials &manufacturers shown on these Plans do not represent any i 3. All cabinet dimensions shown on floor plans or elevations are to primary surface otherwise. Detectors shall be installed in all sleeping areas just outside bedrooms as a , , endorsement or recommendation by SANFORD DESIGN ASSOCIATES, � ensions & kickspaces I I of cabinet. Countertops typically overhang these dim 8. Exterior Wall sheathing shall,be 1/2" CDX plywood sheathing. minimum.. BATH ACCESSORIES INC. Final selections of materials to be used are the responsibility of the � I Some equipment shown on other plans may require electrical service, such as i underhang them. 1 9. Exterior Wall sheathing shall be wrapped in 30 lb. felt or equal. Install as per 6. 1 1 ; homeowner and/or builder, including, but not limited to proper installation of ,i�'I� 4. Provide pre-finished closures, trim or moldings as required to fit walls or furrings. manufacturer's recommendations, making sure to achieve an airtight seal at the water heaters, condensing units, air-handling units, condensate pumps, etc. - materials, nailing, gluing, caulking,insulating, flashing, roofing, weatherproofing , s to secure millwork, edges of the wrap&at all interior joints. Electrician shall include electrical service to all such equipment. Coordinate with 1. Bath accessories are generally not shown anywhere on plans, but should be I � ) � 5. Builder shall provide adequate wood blocking in wall " I i other trades concerning items requiring electrical service. Coordinate service & installed as noted below. Homeowner shall select accessories. &many other small items & details not necessarily indicated on the Plans over I J shelves,fixtures, mirrors, grab bars&toilet accessories as required to walls. � �: 6. See Finish Schedule for wall,base,floor&other finishes. ampacity required. Provide one duplex outlet & one light if unit is in non-lit 2, 1 Install toilet paper holder 24" OC AFF & minimum 36" OC from wall behind " '� which has no control or responsibility. SANFORD DESIGN ASSOCIATES, � FINISHES area for every condensing unit & every air-handling unit as required by toilet(1 per toilet). INC. not be held liable for any errors, omissions, or deficiencies in any form by I 1% � 7. All materials shall be moisture-resistant in countertops w/sinks, lavatories or � all be applicable codes. Outlet shall be weatherproof GFC1 if unit is exposed to 3, Install 18" towel bar in tub on wall opposite shower @ 60" OC AFF (1 per �, any party whatsoever for these various details. I I other plumbing. Plywood to be covered w/plastic laminate sh � � weather. bathtub). I I cabinet-grade AA fir plywood. All totally concealed wood framing shall be #2 1. Wallboard&ceiling board shall be screw-attached 5/8" fire-rated gypsum board 7. Obtain name plan- rating of all equipment before roughing in&provide wiring I� � � southern yellow pine. conforming to ASTIA c36-64. Use of this material in lieu of standard 1/2" 4. install 24" towel bar outside tub or shower @ 48" OC AFF (1 per tub or I I of proper size, voltage & ampacity. Provide fused or non-fused disconnect 11 I I i 8. Sections and details shown may not cover all cabinet conditions, but are )oard will resvilt in a stiffer,straighter, smoother wall at slightly elevated switch as required. shower). - I : gypsum I: i e drawings are based on 5/8" gypsum board. 5. Install recessed shower niche as per interior designer specifications. i intended instead to indicate the general design and character of the cabinets. In cost. All details used in thes. 8. Provide parielboa-ds,of proper voltage&ampacity for all electrical circuits. More I- I I cases where no detail is shown, use most similar condition detailed and modify 2. Wallboard @ tile shall be equal to Georgia-Pacific Dens-Shield tile backer board. than one panel may be required due to number of circuits required. Provide a 6. Provide blocking in walls for all bath accessories. I 1��, I � for cabinet elevation shown. � 3. Wallboard @ damp areas shaU be equal to screw-attached 5/8" moisture resistant nimimum of 8 spare circuits. I I "�� - - � : gypsum board @ all areas exposed to high humidity levels such as bathrooms. 9. , Verify service requirements with local power company including transformer I �,11 � I LIGHTING i ng, voltages, ampacities & i 4. Sheetrock accessories shall be equal to USG. All exposed corners and gypsum locations & types, disconnects at exterior of buildi -1 DRAWN: MLS : � -lectrical construction. Size all feeders according to NEC I 11 � board edges shall have appropriate metal accessories. Sheetrock joint treatment other details of � 1. Light fixtures shall be located as close as possible to locations shown on plan. I � I � 11 � materials shall conform to ASTM c476-64. Tape all joints & apply 3 coats of requirements. CONSTRUCTION I joint compound. Sand between coats and after the final finish coat. 10. Run all cable co cealed in walls, ceilings or floors unless noted otherwise. Fixtures shall align with or center on each other or with adjacent architectural I DRAWINGS �� 5. Tile showers shall be.constructed to at least the following minimum standard: Il. Support all fixtures&other items rigidly from structure of building. elements. Coordinate locations of light fixtures with HVAC grilles so that they I �� I Wall tile shall be installed over Georgia-Pacific Dens-Shield tile backer board or 12. GFCI receptacles may be laid out so that one GFCI receptacle protects other align with or are at least symmetrical with each other where there may be I Project #: i standard receptacles beyond it if there is at least one GFCI receptacle in a room I I � - I equal and shall be installed to an elevation of 72" or higher as required to and if they can all be on the same circuit. conflicts. Grilles &registers shall be blocked as required so that they align with i light fixtures. Light fixture&switch locations shall be reviewed&approved by 16012 � produce full (uncut)tile throughout the height of the wall. The floor shall be I, � 1 13. Insulate&seal.solidly behin.d receptacles in exterior walls. Owner or Interior Designer before installation of sheetrock or other wall & COMMUNITY DIEVELOPMENT � prepared by groutingto slope to drain over a waterproof membrane. Floor tile 14. Kitchen equipment service may not be shown on plan. Verify whether I Date: � ceiling finishes. � -."%� I ! 'If shall be laid according to Owner or Architect. Small bullnose trim shall be used � �� equipment should.be hardwired or requires an outlet & connect as required. 2. Center items shown in ceiling areas unless noted otherwise. � APPRUVED 9/18/17 i at all edges. Cove trim shaH be used at all interior corners, unless otherwise Provide circuits sized as required for load. �, � 3. Coffer dimensions are shown to face of framing unless noted otherwise. , 11�1 Revised: :� noted. I q 1, . ; 1 6. Remove all rust, gresse &erection marks from surfaces to be painted. Fill and 4. Switches shall be located adjacent to but not intersecting door casing or trim. i AUXILIARY SYSTEMS Verify trim size &selection for each room. Grouped switches shll be ganged I ! sand all woodwork with an appropriate filler before beginning work. Filler coats I i � late designed for that purpose. - I ! shall be applied after lbe priming coats are dry on surfaces scheduled for painting tight together&shall be covered with a single p x I : ments with homeowner& Switches shall typically be mounted 48"AFF to center of switch. I or enameling. Filler shall be tinted to match woodwork on all stained or 1. No alarm systeins are shown. Verify alarm require I I � hellacked install as required. 5. Support all fixtures rigidly from structure of building. 7-----_-, --� 1�-- -, natural-finish surfaces. All knots, pitch pockets & sap streaks shall be s �, �� 11 r , Z= "_ I ,;;,�, r,��,,- "I V, �7��- ,-,,-, I I - ,� --- , f--- , �r-,,� � �� - -, I �', '' , � ,2 -ts may not be shown. Verify telephone requirements with 6. Verify device&-plate colors with Owner or Interior Designer. I ,__�3 (I � �� ",'�2, -- f,�� - , , , -1 L_3 � U-'�' �� , before paint is applied. All finished surfaces shall be left smooth, even & free . Telephone outle I I � ��_ ,�� 11-1 �� ,,,��, I � __-______,_,_ " homeowner&install as required. 7, Consult Owner&add exterior security lighting if required. Verify lighting type I �,�� ;�i� from defects. Brushwork shall show even coatings free from brushmarks. Do not I I � , �,�r, - � ��I d�i ; not be shown. Verify computer network requirements &switching. I -1 ��`, 111 i� Sheet trimwork or other wood. Trim shall be brush-applied 3. Computer outlets may I �� I roll-apply any paint on .&install as required. I �F). � �:� with homeownei 8, Consult Owner&add landscaping lighting if required. Verify lighting type & i NOV 2 17 `� J L! � . 9 20 N ,1,,: i I only. No paint shall be applied to wet or damp surfaces or until undercoat is dry. � � �� 1, I I I i I rol relays with I I i lete so that no rimer or substrate may be seen through 4. Cable TV outlets may not be shown. Verify cable TV requirements with switching. Connect all exterior lighting to photocell cont . i�i!I.,"111,�i : Coverage shall be comp, p I � �I �L:� !i ,� i I - nation during darkness. I I ___-J ,,,,, i the finish coat(s). homeowner&install as required. timeclock override for time-controBable illunii I � I " !� � I i I 1 9. All fluorescent lamps shall be warin white deluxe. I Ill, A091 I , I :I I I I ��z�----��.�.,-��---r-m��-�---�=-,-,- I I __ 1_-j.___1_11 i I i 10, All light bulbs shall be compact fluorescent bulbs or LED, Owner to select. I � I "I � i I i I I I I I b deck man ac'urer to al'o y roof _ 'If af ei Hip rafters,ridge boar r t _ - Purlins s 1 6" 0 C- Pro" 1100M . f r _ J01st,run perp ndlc,lar to ra te I I I D) i I , : I � I I I I I I � I I i I I I 1, I I � I � - I- - I - - I Q-1 I -, - - I I I I I . - I I I I I I I I I I "Ill., ' ' Z,, .I I. , I I ��I Legal Description Existing Lot Area Calculations 1 11 . � 1. .1 � - I I � 1. . � - I I - :� �I 11 I- - h�,�:_ 11 � � I � � I � � I I� - �,�. :,_ � � _ 1 : �, I-- I 11 1 .11, 1, � � � - I 11 11 - � I � ,I I � I I I I I I � 11 z I I I - I - _ I - I - 1 I � I I I 1-1..I � 11-1- ------- I 11- I I I �. � � I � , � I I'll, I'll 11 - I I I � 1, I . I - -,�- I Lot 20, North Atlantic Beach-Unit No. 1 -R-c-b-s- Corporation As Recorded In Plat �� . 11 I I I I I I 1, 1, 1::��:I 1.- :, , _ I I� � 11 I 11 I I . , I'll, I � � ', �, - � I I I . � I I � � I . � � � � _,,�,� I � I I - . - " - :�", - .1 I I - � I � I 11 I I I I � ,: : I � I I � 11 I - ,�. , __, I- - :,_: , , I - I -I 11 1, , � � 11 I ,, - I Lot :,, , I - - I �� I I I - I I , I I I I 11 I �I I 11, I - � I'� .�:� � �� 13,624 sq ft - - I I - I I I I I � I 1 ",4... � :., I � 11 I � 11 - I- - I I � - I �� - � I- 11� - � I � 11 I-, � I I "I 111 � "I ., I I-- I I � � � � �� I 1:- ,_ ",, ___, ,� � � ,� I I I 11 � . I I 11- :1�0��,,,',, � � I I � I I I I ,�I � . �, Book 15, Page 110 Of The Current Public Records Of Duval County, Florida, Together ,�,,,,,,� � -I 11 I� I I I I I � I � I - -� I � � I -1 .1- - 111 11 : , I,: :�Zl: � ,�� I 11 - -I . I I I .- 1.� - 11 I I - : , I I - � I 11 I � � � I I - , - I , I I I I I - � I I Z, � 11 ,� 11 I , � I �� : -:1 I � I I I-,I-- - I I I I I I - 1, I 0�s:�Z:::�' I I I � � � -,�, I I I I I I � - � I I�,,, Z,z _z", Existing Impervious Roofed Structures 2,536 sq ft 18.61 % I'll.-, � I. :1. : I I I� I � � � I I I I :, - ,,, : I'll I I I I� � � -, 1-11-1 � � I 1,111, 11 ;� :1-1-1 I . � , , I I � I I I I I 11 I I I �I ''I''. I 11, ., .1� - - I � -�, I I I I I I I I � "'. - I - 11 - 11 I � � . - , I , I .........,- 11 :1 � I I 1, , 11 11 I I I � I., I. - - 11 I - I , - 1, I I 11111-1 I I I , , z � I :� - I � - I � �, , �: Iz I � � I I el:,:�-, 1�'�*ii��:igil,i��P ::z::�_,._,',,z.z ��:,,%:,, 11 ,� I I I , 11 I I �. I. 11 I �", I 11 - , I I I :::I � I , � I� I I I I I -1 I 11 � With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312, �:...... - I I I I �, I I � I I I I I - 11 1.11111-11111.1111 I I � I I I I ::, '1_.:i::, ".. , . -_ I I I I 11 � I I - 1, I ..,- � I 1, 1 I I I �� I I I , ,: �:Zzl , , - - ��ii::�,$iT�,::, I �.. �� I I - � � : : .I � I I I I I I I 1z",11.11. - . .......�.... .�_� - I I I I �: � � � I � I � I � - - I 11 �- I - I "'1111111 . ��_,_ I I 1, � , � I I I 1,- I ,� � "I'll'':........I Nl!" �,�,- , � , Existing Pervious Decking @ 0% 662 sq ft 0% ,. �'M._�, .I I I� - ::_ :: : `� �� - :: ,��s',.,,� . � � , I - � I I � I . :�::,:::N ,,_..:'. � � �: ��I � I I -, . - � ..-- - �� I'�.�' �,,Z......�!�i��'�:z� :i:.,:� � �......_ - � I � I - 1, , � - � I _ - I � � Pages 177 And 178 And Except Those Lands Lying Easterly Of The Erosion Control , .:]:]i��, I --.1",1.11.1, - ::::::......:1111..,,X�: - I I � I - I � � I �.Io,� :1,11 � 11 `� � I .I I � �� I . � , I 11 I'll, I I I I I I . I ,". �, I I I z I I I I I 11 I I I I I I 0 1 1 �,'..: ,,,�:]::,]�i�,]�,:!�, 0 , ��":�: V,,,-,,,-,,',,`,z�%, I 11 , - .1 11 . . I , " , ,1, 11 -I I I � � ��i�%�z .. I I I - I I � � I - I I ,� ,. 11-1.11 gg I I � . I I .11, I - I I I I I _,, ., �,1. � z_.11�.,.� I �� I � �I � .. - _,'", - .._�X....�� I . I 1. I I ." ::1, 111:� �.:%,,.�'.,., ...�..g jj� I '.,I .I 1: I � I I - I �� -1 I - ,� ':_ ::��.� -�� Existing Impervious Driv 2213 sq ft 16.24% ,�z z ��:: � , �%WE*111,*1_3�1, 1i�j::�,...vi��1' � I I � � 11 � �� - .1 �.. . 1-1� eway �.,,'". �',' � � 11 � I :�, , % � ,�, I -111, �� I - � �� I � ,- �:11 - .� - - , - � Line For Said Duval County. I ��i:�:�Kj!::: 1-1 - I I 11 , ` - I I 1,�I, I'll.�. z I I I I I .." - � -I% 1, �I - - I% � ` ,I..,11, -� ��, I I I I , �.I � 11 � I � �-"I � I'll,� ,�, , z I I - I ,� I � I I I '', I I � I I I 1,%�".,.,�:�.]��]�]�]��]��]�� I 11 � I I I 11 "", : , , , _ 1, - I I� 1 1, _11 I � 11 1.11, I I I'll - ,� �� I . I I I I : :� I ,�,::�:.�:�]�:��::��i]�]:��i��:�iI � � . 1. I - I 1.� .�� - I � - � I I 11, � - , - I I I - I Existing Impervious additional concrete 18 sq ft 0.13 % I...."��i:l�:i._� :::*T�,.�,�'. I I ; I � '", 11 - -, . I I - I I 11�% �� ,�� I I 11 I I I-,I"I�11 I I - z�,�, I I I I 11 - .11111 -� � I I I I � 1, � I I I � 1, 11� I z, .;:::,��:�,:i :. ', 11 . ''I I I I 11 I - ..,,� I %,I I I I I LN Legal Description I _,Z. s::Z� :� I I - 1, : -, "', 1,11 I� I � I 11 - �z �-,�z _�Zl�l I I 11 I I - I - Z,:�:":::.:!:,:::,�:,:,:�:,�,,�,,�, I . I 1. I I 11 I � I I � I I 11 .1 I � � I I I �1,11: I � , I �. , I , � � �� '*** , - e�� ..., 1. . ,1, I -, I I I I , 11 Existing Total Impervious 4,767 sq ft 34.98 % � .1 ;1111� I I I . I I � I ; .I I I 'I'll .1 - -�, I I 11 11 I I I .,__ ; I 11 :, " I I I 'I', I 11 I :�1: - � 11 � I I - - 111.11, I I . , - , -�� I I 'I�.-.1,z - I . ... I I I., I I I �I 11 I I I - I I , ... ., 11 � I I'll � I 11 , I�� 11 - I I .11 - - I - ��,,,.,, i I . , I 11 1. I I - I. � o I "I'll I I 11 I � I 11 I - . 11� , I . - I , I I I ,I, 1� ; I., � I I I I I 11 I - 11 I I I'll I'll, , � , � - � . I I I .1 - 1 I ,""''. 11 - I 1:: I , 1: I �1. I � I , - ""I I'll 11 I I e I I , Existing Impervious Roofed Structures to be removed -141 sq ft -1.03 % . ... I 11 11.111, I 11 , - � I� I � I I I i I 1 I- :1 I I 1 11 1 "..11 --- ,� - I I 11 I I 1 15-10 09-2S-29E .320 ,w � I� I I 11 I I I 11'' . . I � I I ... - �I : ," ''I I I 1, I ��,:� I I I I I I 11 I , ... , � I I I I I I I I 11 , 1, - � I I'll 11 I I 1, � . I I I I - , I I I - - ,, I � � � - I I � �. - : � � I , I �, 11 I - I � 11 I� � , I I I I I I � , � I I-- �� -- - I : - - - .I _ � - - I � - I I I I � � --..--�-� - - �1 ,�: �, �:: I I 11 , � �1. I -.1111.1. - - .11. 2 N ATLANTIC BEACH UNIT NO 1 Existing pervious Decking @ 0%to be removed -65 sq ft 0% Admilw . Cm.:W�kn . P,,i! I I I - �� " , I I � I'll, 11 �� I �. 11,11, I 11-1-�, ,�.1_.-1 �� - -,� . ill ��i, I I - - 1.11 I � - � - � - �.1.11, I I 11 -I ,- - - I I I - , I 11 - 11 I 11 .. I I , 11 I .1 I I - .11 - 11 ... I I 1�0,1�, I 11 I,�, I -� � I I�, I 1�� '' ": � , -"�� %, " � - ; :;.... 1, 1.1, 11- .1.- � I I � ,I�. z I � % �. I 11 , I 1 3 LOT 20,S-1/2 CL ST N THEREOF Existing Impervious concrete to be removed -24 sq ft -0.18% 4�� 1 1 11 I I ., - I I z ,z: 1:11 11 :, , -I I I I I - - - I �g � ; I � � I . .�� I I I I I 1 - - - Z :��!��, .I �' I 1 I I z I I I'll, I I'll.z� , � %: : I I I � %, I I , � I � * I 1�.* � I I I� I I - I .11 �.� -� -1 . I I I I I I I I I �I I I :,� I. I I I - �. I ---- �----------____ .... * .... I - , ; � I � � I .11, - '':�" � 1:1 � 1: 11 1, .1 - I� 11 � - w11 11 I I �. I I� - , , I I I 11 - . � ... - 1, I� � I � I �. �. , � � � I 1: I - ��, ... I �� - I 11 1. ''I I - �. :� - 1. .11'' I Existing Total Impervious remaining 4,602 sq ft 33.77% 1 1 11 I I - I: - - ,: , I I . I 11 ��w�- - , , � - ,. � , I :� .: � - I - , :)04�,2 �i�!W,,,',' ..'' I 11 .11, I I I� � -I - I -1 11 - . I 11 I I ,,,�.......�,,�jf�,,,�,1,�.,,i,,,�,.,:,,�,, .. I I I 11, 11 , 11 -1 � , I 'i : .0 I I I ''I'll � I - . 11 I I I 11 I 11 . - - 11 I I .. ��, I I I 1,�. I 11.11 I - .1 I �I- :.11 I I I - I - I_ I I I - Notes: ..�% � 11 � I 1.� I � 11:11, - 11 1 I I I. I'll, I I 11 11 - - - I I I I I I - ��;� 11�11 I - 1. ,�: �1.I- . ::,.. I 11 1: I :::1 .1 - 11 - 11 I'll, -� -".., �I . I I � � - I 11- , .� - I , I ''I'll. .1 �I I�I-. ".. .. I I 11 I : ,, � I I I I - I '' ' ' . - , . 1. , 11 I I I I I � 11 I I - .11 .I I � I I I : 11 - I I I� , , 11 . , ''Ill- :� 11, lz% -I I I I , , I 1 I Copyright 92017 Starr Sanford ,I I I 11 " - , , 11 ,. .,I , � � , I I 11 ? 11 I 11 I 11 11 . 11 11 .. . I - - , I 1, 1. I'll, ".I ,, - ,- I - � � I 11 , - I I I I ,I , . I I "I I � I I - � 1. This Is A Boundary And Topographic Survey. , I I 1. .11, 11 :111, � I I - -�� % I I I I'll I I - I I � . � I ... I , 11 11 I , � , - - I I I I I I I 111 - - I :. I I I , , I I I I I , I I I 1.11, .11 , �1:1 1:�I-Z:I z�,z I .1� " 1. I �I - Design Associates, Inc. All rights I : � 1 _"I'll, -- - �Z_ "�_ I I� - I � I I I I I , I 11 ,,, I � I I 11 � - I I , I I I I I I �:, : -� ., 1, - 11 I 11 1. 1: I I I I 1 2. Bearings Based On A Line From The Depart Of Natural Resources Monument No. � , - I I 1:z� I _:__,�� 1 I I I � - I � % reserved. The design concepts � I I I I I I I I I ': I � ,: I - ; - .. I� .� - - : �� , ,Z�: 1, I : �::: ::: : , - I , . I 11� :��_�, , _� I I I 11-,I� � 1. - ' drawings, written material, anJ I - I I I - I I �111: 1 ,1111 I � I 11 I�.:1,_�-_, - " I I I I - -Z_ - I I I I : - .:_,:��,,� , I .�I - � 11 I I -I 'I'll Iz I ,�, I I - � 72-81-A17 To No. 72-81-A18 As Per Coastal Construction Control Line For Duval specifications of this document are I � I - ,...Z, -z z I 11 -I 11 1, � � I I � - . I I I � ,� _', -� �:�z � :: ��.�': ,�, ,, , ,- I� - � - � I'll I - I ''I'-1 I - I - 11 I __Zz the Property of Starr Sanford Design � - . , I � - � � 11 I County, Florida As Recorded In Map Book C, Pages 72 Through 72h Approved July 2 1, I � I� � � � I I I I I 11 ii::� . �� I � I I I- �� , I Associates, Inc. No part of these i11 � 11 -I I , I , , I I I I W... 4 ":::::��". � I'll, ,�, 1, ..,:::::::: � 1. 1111� I I I � I I I � I . . -......................"I � -I I'll, I'll,� 11 � .1�. I 1 1992, Being S 06'32'05" E. documents shall be copied,disclosed Y WC OD F 11 - � 1, �', - I I 1. , , hers, or reproduced in part or - I 11-1- � I'll to ot 111. � :1 I I I , I � I I I � - 1 _ ,', � , .1 - 1.11,11, 1, I� I"I", 11 I I I", "I'll 3. Mean High Water Line Is Based On Extended Published Datum For Tide Station , whole in any form without the I I I I 11 � I 11 11 I �:- :1 :.z 1 1 I 11 - I I - I 11 � . I - I I I .11 , ENCE NO. � � ".1 ."', .11111-1.1 I I I .1 I.11- ' written consent of Starr Sanford 11 - 11 I,, 11 . I, . I . 1, I'll, 1 872-0291 Gacksonville Beach). I I - ''I'll I I I I'll, �, ,� I I I I 11-,I z 1:1 I I I � , '' Design Associates, Inc.Do not scale I 11 I I'll, - ", 1-1111111 I , , .1- , , , I I - - I I I � 11.1 , Z1,11.1111.111,11.''. , I ,�I I .1 I'll, I 1.- � - � - I I I � I drawings.Use given dimensions only. �. I I , : - I � Mean High Water= 2.1 0 : - 1.11 ,:. I I : I - -I 11 I - I I i - .- �I I � � I 11 , I 11 I I If not shown, verify the correct �� . I � - I � �� I I � I � I I .11 I I I - , I � I � . I� � I : I I I I .I � 11 � ��, Tide Range = 5.07 1 dimensions with Starr Sanford � I - � � I � ,I . � I . 11 I I - - I - - I � I Design Associates, Inc. Contractor I I� � I. � I I � I I I I � I I I � � I - I I ,. ''I'll I I .I I I I I I : 4. Seasonal High Water Line As Defined By Florida Statutes Chapter 161.053 (6)(A)2: shall check and verify all dimensions � , - I � : I , . . I I I - I I � , . , - ,'1:1 , I and conditions of the job site. I I -- I 11 I � I . I I � I ..,':',,��%�%%"I N I I I ,:,, - I%1,� � I � � � 7777�� - I � 1, - I I-,I� I! I 1, I - I : .1�, �:,�::_ � � .11,� I - 1. I I easonal High-water Line"Means The Line Formed By The Intersection Of The Rising 4 1 1,NM I � I I 11 I 1 I I _:. �11 I�. - 0_ 11 I Ile I � I 11- _11, I I I I'� I 11 � - � �11 I I I I � ,,, 11 11 --�1:I-�� I� �, I � , � I 1, 1. . . � -�. �, ::�": I - � 1. I I � I I � � I . I , ��: I I I : I I 11, 1, 1, I I I 11 I I 1-1 I 1 - _ - I �� :,%: , �� 11 I� 1. . I � . - - - � I , I � � � I �, � - � I I I I I ,. � ,I I .1 I I I%� :_�� -- I - � I , ''I'll- .__ ,��,1, - � - - I 11, I-11 � ,� : z ��: � � - I 11 I 11 I � : � ::� � , I I I - 1:�, � - ,, , �� I �I- , 11 I �1:1:�: � �:�� -I � 11 11 � I "I� � �I I � :_,_:: �.I � ,� I I Shore And The Elevation Of 150 Percent Of The Local Mean Tidal Range Above Local ., . ; I � � I -�� - � �� I ,I 11 I�:.�,I�I : � �, % - I � % _,, �1...�,�'��iim, , - I I , z" - :, I I � � I � 1p,`,.,� I �, � I I I 1,1��-., I I I I I� � i I I : : � � o � , - , ,� 1:1 11 �- � - . �� . 11� , :,� , ':� ,,, I I , 1, � I . 11 I � � I . � ' 11,�,R I I I , �� I ..1��Mffill 1.� I _.,:� 1. covered.. :��:�:.I,z ,::: :i,� I mean High Water. . - - - , - :-� . - I � � � � ��,,��g,,.*,�.13 .. � I I � , I , . I I �- , , I I . , I-. �- - I . . �' 1 , , I. , I ,.�,� N� , 441, 1 1 -..�ffl , � I I w0oddeck � -, � �� , .�,& I I z 11 , :', ! . � I z , �� 1, � � I 1, ,��., I .� "I", Mhw Elev. + (I.5 X Tidal Range)=Shwl , ,&� 11 I I 11 .e, � � I "I - I 11 � � I I I ,�*,�.��,,111 I I I I - I I I I I,11z 11.1 1: 1,, 'zl'.,�_:1 I: �I I I I . : " .. .M�` .M 1, I I ;�:.!:...::i..*.�i� I g: : 1 - �I I cijl;g��!i$,�ffl , � ,��!!�� I . � 1�!�1!1� I I I 111. I _ - �, I I z I"I -"I I - I I I � I 11 I - I I I..� ��:i: .1 I , : I I'll 2.10 + (1.5 X 5.07) = 9.70 (Navd 1988) .1 !��:i��....... �. "j.._.�..§� ,�� I I.."i..i,,�.�g� ::;'i..i,q:!Mi I I I I I.. I I I , ... ;!:i....11�11. .�11�.,',� .I.:. '. ,.,.K� . I I I I z I z : I. I - 11 I - I ., , ,, ,M�"*M�, �..z. . I ".111 I IN . .I z 1- ", 11 I", - - .1, I'll, - I 11 I I 11 ''I'll . _1..,-- � - I I I I- 11�-11 'I �, ��'11� I I I I, .1 .1 �. I I I I �. � 11 I . :, 5. Erosion Control Line Is Easterly Boundary Of Surveyed Lands. ��".11 �I I I I I I I�. I I I I I � � I- I I I � - �,� I � � �� :�:. I 11 I I - 11 � ��,`_111 �1. � 1,1:11 "I I I., �:-�, � I I 11 11 I ,_ I - � - I I , 11 11 �- 6. Erosion Control Line Based On The State Plane Coordinates As Rec-orded In Plat � � - � �5,1,�� - � I �I 1% o '�` 11 I � - I I I , - � � I I I - I . I . - - I , - I � � , � I ! I?g.,l � -� 11 . �, . - � - 11 I I � I I . , , I I I� I I I I I I I - � .. � 1. I I I Book 35, Pages 59, 59a, 59b. I 1� " .. I I I I , ��: �%'%��%, �,'.',`.'�.'*.". 03�' I �" - 1.1-1 � ...1-4 I'll�%%,�,111:�1111,,1��,�1111'-,"m"I I MIR�%�,��%12 .. I I'll, .1 �M .. � � . I - I .. -- I I � , � �I � I I � I'll,V � � , _1 � � , , I � � I 11 I I I � I I - � I , I - �I I ,1:1:,:1 1 I 1 7. Bench Mark Used Is Nail In A Palm Adjacent To 1671 Beach Avenue. - i 11 � I , , , - , 11 - - 11 11 I I - I 11 I I I I I ''.. - I I . - � , I� - I : - �I-� - � - � , � I I I I � - I . I I - � I I - -I- :_ l-, � �I .1 � '%, %� Elevation=13.20 (N.g.v.d. 1929) � I � - � 11 � I , � - � I 1: �I I 1:11- 1 , , I . - I .1 I�- I I I I I I I - -� I I I � � ,- I I -� I I I , �. I � , - � � I � 11 I��- - � !��:]I............::::::!!!�! I � � I .1 � 11- 1- � , �1�1��] � : 1 �o - 1, : ,M��] . I 11 � � , I �_- I ,ui ,:: � 11 8. All Pipes In Sanitary Manholes Are 6" Pvc. ,�.,,��W:�:��:�:��* I : , ::: � �� 11 �� I -� I - � � � ,��.,'��",,',',��,�,,,�",N,","?",M"��.�, 11 � �� - , I � I I - 11 1-1 - I I ,� %-'' I � � � :� - � . , � I I � I __11111 - I 1, I I 11 I'll. � .lffiI��.%ffi �,�� I - 11 " �. I � I -'i, : - I": 9. Elevation Datum Converted From N.g.v.d. 1929 To N.a.v.d. 1988 Using Corpscon X.1�:�ffi��M**.' , :1.1. �.��*I I., � .::��r',',�,�,��,.,*,��,',,.�,��".,.",,s,� � �I I 11 I .1 I I I I..I � �I ..I I I , "I'll'', �� I .. . �I - �: : 1-:1 1 ...."N,J.1�1,12,'�,,Wl I _- I ,,.�ffl:�,gffll& ."I'. 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I� � I— - �_1 ��, ,� - I I �, - �_ �.� .,,,��.� I I 1 .� � � � � 11 -, I : I � : , , : I I - I . z � ::_ 11 : � - � I 11 I I -Unit No. 1 -R-c-b-s- Corporation As Recorded In Plat � I I I I i � 1�::, � �� ,�:... I I 11 � Lot 20, North Atlantic Beach �,I 11 I I , I -I I I � I �: I 1�I , -- , I I I 11 I 1. : :.. I - I � I �:11: 11 - � � � :� ''I", - , � , � _:.� �_:, , Lot 13,624 sq ft -1 I Z ,:,I 1 I , � - ,I : :! �... 6" I I' ll , 11 I � - �. I -, I I , . I I Z 1: I : I 1 1 1 - I , .1 - I I I I -, I I I I ---l.........�,�__,___,...�... ..I _1--...I'll E�NO.Tts�PpoPOSED'PERVIOUS SAND.St: PAVERS, SAND SET - I � I I I I : z � : �11,11 , - , - I I -111 � � � - -� � � � I 11 I I�I : � � � 1 I 1 18.61 % "'. : §,y il - - I 11: I � I � �. : I Book 15, Page 10 Of The Current Public Records Of Duval County, Florida, Together �"*,�.i��.!�I.",�i,�.�,��i�,,,Im ��. � I � I : � z i i :, I PAVERS MUSY:MEET]40%:1,�R,MAXI �.&IN . ,I - �� .I I I- � � -�� I I [ " S MUM ALL ON PERMIABLE Existing Impervious Roofed Structures 2,536 sq ft I I.M�,�*.Xi:��, ,:,I � 1:1� ZZ I I ,�:,:,I 11 11 - I I . . � I ': , : � � I I I I z 11 I� 11 I�--1 I I ., I I �� , , sl,�ZZ:Z., 11 -.1-1.."I'll :1� I I 11 I-,,,� I � Ml,��Z.11 � I : :, ,Z ,� Z ": I I - I I I I I � I Z:Z,� -�,� o,�,� , I � I I , � 1 I- I I I I I �o__ I � I - 13ASE Z" ,� I I :,� � I � �� I With The South 20 Feet Of 17th Street As Closed And Recorded In Deed Book 1312, ,,�,.1,I�,� _,o 0%, " �I ��I I I - '': :_:: I � I'll 1. 1� ,�:� 11 � � � - 11 I �� , - -1 ::�:0�1_ �� - I � � I I � I : ", I ,oz; 11 - � I ': I . .:, . . � I I �- , �I I I I I � - I 11�� I I � 11 �'.11_ �.�, I 11: I , � I � . I I � � 11 �� I I I 0% :::_:::: o� I 1:1,% I I I I ", � � :: .�' ::. .: . I I I I I - 11 I �� I Existing Pervious Decking @ 0% 662 sq ft � , - _,S�.eol:111 I I I 1.� I I . . I � , . I I .1 Z ,� 11_11��,�Iloee I .. .: I _� -1 �, � I . . I � :� V,B OTES:CONCRETE OR'' :ONC$t EP - ,', ,,�s, ... . , 11:1 , ,, SPTPAV es 177 And 178, And Except Those Lands Lying Easterly Of The Erosion Control :,� . I z� �� ,��o�s,��,,'�,�`�� , ,$/B ZICK oll I- �� : � . I I :�I I� I � I I'll I TE'' , - - Pag 11 11-1::o:: ��11`ol ,� I ., "I _�O, , 1.� _1�0�s�,.�,,� . .. �, I : . : , � .1 � � . I ,,::,;,ZZZZ�, �, � .. I��, - �� I I'll, � I I I - - 1. . I .� . - � I I I I I Existing Impervious Driveway 2213 sq ft 16.24% '_:Z. .., . . � :11 I .:1 : 1, � � I . I -11 %� I 1.,-.-1, ", I � � � -11... 1, . I � :. I I I I I I I - ��oo,Z .I...',........ 4'�� . I I I :I - �� :;-11 I , ,��: I ��,� Line For Said Duval County. .0�01_. " � � Z . �,�M,111 11 , � �� R�.-" I - I -�,�1.I - I - I 111. I . � �, 11 I I - _�_ -, 1, :- : :: , I � � �. 11 - � ,�, I I I I I - I I 11 - "I �:�'. ,:Z: 1, 1� - I I � � . 1. :,:,�� 11 � I 1 I I I 11 I I I I I I I I � I I I I � I I - I I � � - I I I 11 I z: , I , I - I 1 I I I 11 I I I I I Existing Impervious additional concrete 18 sqft 0.13% 1 11 � I I � � 111.1 I I ;I � 1: �: I Z I I ,Z�11:1011 11 :: � , � �. � I I I I I I - I . I I�, :-1. I , I � : : �, I I - 1". . " '... I I ,� 1-1-1 I 11 � LN Legal Description, ,i'��: ,.", :i!; `� .;�, :i: ; I I I - .I I I� - � I I I I � � - I , :i�k, , ��, I Z Z I : � 11 I I � I I I I I I I � iiii��@:k:�." .�� : - ,.. I I � . I I'll ie .,; ........... I 111. I I �, 1: :: I - 11 11 I I � *, I Z I I I 11 11 I I I I -� � - .I I � � I ��%� ` 11 � ,111- ,�I� ,"'.,I 11 ,:". 11 - I�I --,.':I : ::��, I -�� 11 I I I � �� Existing Total Impervious 4,767 sq ft 34.98 % �."!",.:N- �� : 'I I I I � I I I'll: I I % I I � I I ��ij�jj� , , I 1, , � I I I 1-�: - . I - I � - I I :� 1. �� 11 I I I � i ; � I � I I ,�� ':I 1, I I I.1-1 I � J IM _212 ,� 1i�� - , I �� - . I � e, �e � � 11 I I I .. : I I I :: 11 � , :... - 1 ,", I I I � 11- -141 sq ft -1.03% '......... ., I I 11, I I I I � : , , I ;: :� � I I - .. , .,.::,..,. .......X. . 1,1 11 I� I I I I - I - , .. 0 .q . �',.!.*,`,.� : I Existing Impervious Roofed Structures to be removed , 011:�!::1*5' " !1�� 1�1- I - I �� , '' I I 1. I I 1 �.!�q:�::...1111�';_! . I � 11- - , -10 09-2S-29E .320 1.......�= I ,.":....... I .11 I I I'll, � �,� . - I� � �� I % - 1 15 � 'I.......�: I 1�.�� .... � � I I , � . I- I - I I 11 .. � I I 11 I 11 11 ,- � - :, � I I I I � - � : 1 ''I'll I � I � � :: ':_:,� I . �I I ,Z , :: , I - - - � I I� I I I I - - � , - I ,: : ��: . , '11, -,�, 11 I 11 I I �� I I I I �� : A'A""'i" . (,:�11',W,,��ill . Owi�w I : ,1, � I - I I I'll, I � .11 11 I �� I -111. -65 sq ft 0% : I � 11 I I . �� 1� -� 1, I � I I �': _,11- I - - � I � 11 -� I--11 2 N ATLANTIC BEACH UNIT NO 1 Existing pervious Decking @ 0%to be removed - I . � � I , � I - - I "I'll - I I �r �� - I � :Z�� " ��V I I: I : �� 11 I'll",11- 11 I I I I I - : � � � � I :, I 11, ,�''I I � � I , I - i �, I I I � � I� I � � - I � - I I,,I"I� � : - I .11 11 � "III 1 3 LOT 20,S 1/2 CL ST N THEREOF Existing Impervious concrete to be removed -24 sq ft -0.18 % � 1 I I I'll I � .- , :11 � I- , I� I 1. I I � I I I I 8 ( � � 1 Z 1 11 � - ,:1. � I : I 1,11 I- I --------------------- , i - I I,z � I ,� �� . 1:1 I � I �",� �: I :� :� �� :, I I I � : � -1 �� I - , I I,.:: 11 .� I � 11 ,� I � ... 1.�- � I ,� �- . I , - -:_:�_ I I I'll, � �1.1�I I I I z � - ,�,.,.,�,,,��,,,,�,��,1,�,��z,,,�:,,,,, 90�. I� �*,�;R*. 1 11 I . 11,11111,11,11, I I . � � .....,MM", I �I I I I I I � , I I � �I �I Existing Total Impervious remaining 4,602 sq ft 33,77% '11111115- �i I I � , - , I I :� :1 I I I � - � � I , - , - - I I- � '. � I ; 11 I� ::_ _:: , I I �: . I - I I I . :�, :.1 � 1, :� , � �� 1�1. �:� I � :X � I �I � . � - I.."� 1, � Notes: � - I - 1111�� ; � - ,� I I I I N -� , � - � �I I I I � I- : :I : - :,�_ I"',1. :: I, �I I � .� �-.MMIK.0 � 11 11 I I .11,11,11 - :1, I I " I I -1 I �: I''. Copyright @2017 Starr Sanford I .11, 11 � -� �::�:� �, I I I I � - I I . I-, . I I I I I ,� � I I I **,., I I ''I I 1 I � . . - � � I 1. This Is A Boundary And Topographic Survey. . I I - I I I � � �, � I � , I , I I I I, : , - I � ...�.`�**. I .e I I ,": . . � I I New Lot Area Calculations Design Associates, Inc. All rights I . . I - 1, � ��, ::� :'� :� , I . - I � � - I . I I , . .11 I I � M .- �� I - I'll, � � I : .: I -- �� - I : I� � - . .1 �. I'll I 111 - �� , -I - I I I � - : I � I ! , -� - I � I I � I � 11 I - 2. Bearings Based On A Line From The Depart Of Natural Resources Monument No. reserved. The design concepts I'll., 1. I - I -I I I . Iz,I - ,,z 1:z, ,, ,�, .11, - � � I - Z I I � 1.� I :% �, , I 11 �� I I � I � I I� I , I� � : :': , : I � , 11 �� I - rial, an� � I - I � , I I I � - I I - drawings, written mate - I . I I I I : :Z�:,__ I I � � ".. � �� I I , Z I : ,� I I I :I � 11 I Lot 13,624 sq ft - �" I I I , ::::, 1,�I 1 11 � -I I ,� �. �, �. 11 I �I 11-I I I I I I� � I specifications of this document are " �::,:,:�::::.I��,��'�:.:��::k�� I�.� .�� ,Z ,, � : :,� _ � - . - I ,� 72-81-A17 To No. 72-81-A18 As Per Coastal Construction Control Line For Duva I I .1 � - I � , I �I I , I I'll, I I � - -1:: ��:::��:: ", :Z Z Z I I I , I I .� *,�: I ... . . . . . . . . . . . :i��i,,.� ...I , . " . . . . . . . . . . , , , , , , , , , , , , , �: , , , , , ," I I , , ��:,:�:: , � , I, . I ��.::��l:i�:j�:!�!��'l,",."",� I I I the property of Starr Sanford Design Vs�,� .11,��1.111.111111,11".3,�,,��I I I 11 � :_ , , , -1:...�...11�................ I �: � I .. 4 �.::�i�:!: 11 % ,,�, ..Ii*K?.�: � � I 1 216 sq ft 1.59 �14,.��*�,,��: � �: I I New Impervious Roofed Structures ��,�i�z ffl.511 I �, ...N.'. , County, Florida As Recorded In Map Book C, Pages 72 Through 72h Approved July 2 1, I ,�Z4...��i�;......, � - � �I '." - :� , I - -'': : 1 Associates, Inc. No part of these ,,_1.X...X''0........X*.__ I � - - 11 , .y........IXI, - - ��.%I I � � ,� , ,.i X .i . Xi� I...... I -�: - ,,� . XK ,.- � - I . 'K.K.� . 'K.K.-. I . XK-0 . , . XK-0 .�: . 'K.K.-M . 'K.K.-M . XK-0- . XK-0- . 'K.K.-O". . 'K.K.-O". . 'K.K.-O". . 'K.K.-O". . XK-0...... . XK-0...... . XK-0...... . XK-0....... . XK-0....... . 'K.K.-M �.1. XK�........ I � . "'a, � I I documents shall be copied,disclosed .1%.... .11 ., X I .,:::�� I I I I I � I I� 4" .0111� .f,� ' Z 11 - I I 11 1992, Being S 06'32'05" E. New Impervious(concrete) to others, or re roduced in part or 1�,_ "....... �=P,�=....��,-* �11=,�,*,,,W M�W�,. 1, I,,,, I , � . 81 sqft 0.59% � : I I I � � 11 11 � I -Z - ''I I , : % - ,Z I 11.11 �I . - I � � I . �I � � 11: � � 1-1. RYWOOD F Zx,..,:::�. � ,I whole in any Yorm without the - I�::i� - , : :� Z ,, - I � -I I I ;�i�..11'�,' I � � _ -11 I I I � -�1 3. Mean High Water Line Is Based On Extended Published Datum For Tide Station New Driveway pervious pavers 142 @ 50% 71 sqft 0.52% _1 I K .........-,. � - I I I � . . .. IN I � .Z- I -11 I 11 I I I I I - �I � . :��I,gig�', - I ,"""11''�:,I,�:":,Z::- written consent of Starr Sanford � .. I I - ':- I . � . :� 1. I -1 11, Design Associates, Inc.Do not scale DENCE NO. �'..;. � - : I I "', ,2, MR � �� 1:11 , I - 872-0291 Gacksonville Beach). , . I � ��, I :::,:, ,r . .%�...... I'�I�. - 11�':- � � Existing Total remaining 4,602 sq ft 33.78 % drawings. use given dimensions only. - �, � 11 11,� I � � � �- I 1% I-- ��_.I �� -I I� , .:1 � - , , � -, I I I .-:1 - � - , I - 1 ,_,_ :�, I Mean High Water= 2.1 0 If not shown, verify the correct i �-��ll-1:111,��..'�,,�-".�,-:.�X�...*. - I 1, . I , � - ---,-. .1. I I " 1: I I New Total Impervious 4,970 sq ft 36.48 % 1 1 : ��Z:�` ,� ,�:.:� dimensions with Starr Sanford ��:i�:i��::*,��-�,,-,,-��.,.. I 11,11- -, � � I-: I 11'', , --�11 , -"ee,,',,I I 1, 1,� :� �I I . � I ,,, , I I I , . lfflji��!?,�...!!�� I � ,�,� - , , � : �, I � ,::� , , � ::- ,�iji��!?,�....!!�, � I � Tide Range = 5.07 , �., Design Associates, Inc. Contractor �i��:i�:11�i:�M , I ,:, ,, - � �i��jj��..**l �& 11 I '.I "..Z:I I ,� - ��: � . , : ,: � Maximum allowable Lot Coverage 50% li�i�ii......I �!: � �� I I , 1, ,: I 1- ,�,:: I - , - shall check and verify all dimensions !�*,111, . , 1 �-��I''-� � �� 10 I - I".1, "I I I I I � ,� ��;, , - 4. Seasonal High Water Line As Defined By Florida Statutes Chapter 161.053 (6)(A)2: � �jjjj.�....",,...%�� I � , C ,,,,,� : ,::� : , % : � I and conditions of the job site. 9.M�� : .� I .1....... . I .11 I: , �� 11.1 ��!!..�*I�. � , � , :�!�!!� :: I � I � 1, 1.� -1 11 I ."�.MN: '* .1 � I I--11 I I �� - ., . "Seasonal High-water Line"Means The Line Formed By The Intersection Of The Rising .1 I 1: I I . I �� , , I: - 1Z I.:.."", 111*_'I - I - � �� I ��M�,� �:- I � ,, , � 11, I :_ I ,:�: :, , -11 �. , I -11111-111'.,.',,;..111 , ,: I - I � I I I �� %�:: ::: 11, 11 0/1'..'.. � ., , - I � ��:I'll ; : 1, � ....." I....111.1.11-1...0...11. 1:Z ,�, , :o I � �, �:::� ,� I ,� , " I : :� �:� ': ��, ,, : : : � ::, , I �� I I .� - I 1111 �:, I 1 ., ,�, I : , �: , , ::1:1 I :::.:"- ..... I - -1, � , I � 11 z: I I ,� �, � � _ , I � I I�I � � � , � '111., ��l.-�--..-.��..��r'l.1;$;,��"... - :, � I �: I I-� - Z � ��:�� :: �,:, I � ,- _,.,R� , :: . 1: e Above Local � "'Im 1,�::: � I 11 11 �,. I I - � � .111, � � - , I i I � �.. ; I I .. . I 1, ,. I I ,� .1.111 -� 11 �� ':,- , � ��1. I -11 I I Z I - I I �- - I I,�10, . I : 11 11 Shore And The Elevation Of 150 Percent Of The Local Mean Tidal Rang , I . . , ". � I , .:�Z, : _� �, :, � .. 11 � :: �: :�_ ,:,:-,z�:,��, I : � - �� I- " ,� ,: �� , �:,' I I",I I � ,. - � I � 1 : ,.� I .1__ . I"I'll 11 I� �, . " - , ��11 1 �� , I : I ... , Z, - � I 111-1 - 11 � � 11 I '06; � , I I � ver,ed :,,�,�Zl - � -Z, I - . I I 11.1 I I . � I - � � Mean High Water. . . I � - I 1".. I I 1:_11, - �,I � .. � � I ': � I I I I .. I �, �woo PC-�: � I I . I I I �, dd k ,� - .: -, ,: - I I I-1-1 I I �, ., I - Mhw Elev. + (1.5 X Tidal P,ange)=Shwl � I I I.." Z ,: : i � - 11 - I � 11 I I I 1:111$1�� ,- :I - 1- I ..11:11 �, � I: 1, I'll", 1 I 1. I I I . -� , z: I I I � I ..,.....,."�......."I'll..... 1..1..1,.i*1,1 *,......':%:%, I I_ �::,:, : I z"',I I I.. I� 11 1� I "I", _�i�01.....11,,N!�� 2.10 + (1.5 X 5.07') = 9.70 (Navd 1988) -... ...;,.;71 ��: �: ,� - .. ��: .Iel�� - - I.....;,:� ��:� �,.�18 , z��:� '11++XXIM�� ,,::�:,:, ... 1�,��:�i�i�1.�i�I��1 1�� I"....,.......,P ....... 1:i�!�!,,I,.,0111 I o I 111-1- I� :, 'I', I - ....., 1�,�,�:+N'r, "+:,:+++�:"","",,�,�+,��i��ii�i�f�, mms 11111+11+1: 11 , : f - � , g.:::,� 1+1....-.. ....... " , . +++., � � � � � I , .K.w .....-0- ,, I 11 X,,, I �, I I 1111--" , � :, , � ,- I - I I DESIGN CRITERIA: III, 1, "I-.1--l- �;��,,�,,��.,�..i..,,�,�I��."�k,+��,� � , � - I " 'No,_�,�,,��..... ' .+, �, .: . o , - ,, ., ,e, , , � ....... I I .1" '. *M_ 11111,111,111,11 � f 1. ,+"�,++�'..".."��'..","��,�,�.,�., - - ...� '' . , _: , , �:�`��,Z - � � ._1101�,�� :::0 W�_+_ �"Ili'11�11 �I , �, , I I-, - I 11 11 � 5. Erosion Control Line Is Easterly Boundary Of Surveyed Lands. 110 .1 11^10.�it . � I I--, �1. : - I Building Classification: Residential - , , 11 I ,: I � I 1.M I : Z, ,� ,- _1� I'll , I . I . I I I I'll ' , 11 � - lij��,I I I I I�- , z� :, 1 6. Erosion Control Line Based On The State Plane Coordinates As Recorded In Plat Building Type: Type V Construction I I I :,� - 1, - ::.:,�::" I" I I'll I I - , I �, I � 11 � I�'':I 1, , I I . I -1 11 11 I I : � ...." �, I 11 I -�I I'll''",I - I _z I I , :1 I I�::: ,, , �, , Book 35, Pages 59, 59a, 59b. 1. I I I, .11 ''I'll i I �I �, 1: �:.I :� Z: I I-��',I I ,. Unless otherwise noted,project site considerations shall be the responsibility of the .1.11, �� 11 I -� ` : � � :. I I; : : �: . - 11 .,,, 1 7. Bench Mark Used Is Nail In A Palm Adjacent To 1671 Beach Avenue. : ::,: ,� �:I:,":- � , _:,", I �_. , - : �:�, ,� Z �l owner and/or contractor.Examples of such items include,but shall not be limited to, � I ��N, ��,+,Iil�+++,+++'� I , 1 I I 1- 1-11 I � ., � : - , 1:: - 1:11 I : I ''I'll : � ,,, , I , � I I ". , 11 :.:Z: �"I�. 1�- I � ".:::i Elevation=13.20 (N.g.v.d. 1929) determination of grade elevations,drainage features,and special requirements associated .. I - . 1 I � I - I '. I �11 - - , , I I I :e�: , :;': � � �: - 11:1 I I I I I . . . , 11 1. 11�,11 :.I 11 1 I,I", I �- -- -- I ��i :. with FEMA flood hazard and/or DEP zones. :% - I ::::: :1, Z, , ::.:� �� 11,11, 8. All Pipes In Sanitary Manholes Are 6" Pvc. ... , .1: -11 I .11 I 11 % �'_ I X . I I - �. �. , ,,� _,�_ , :,�,:�: ,, ,, . � � .. ., 11 I I � �11.11, I I�:_� I. 1, .�... 11 �I " ''. , , , - .1 I 11 . Z "� : I z�� Z : �,I : ,, , �� ,:_:_ 9. Elevation Datum Converted From N.g,v.d. 1929 To N.a.v.d. 1988 Using Corpscon The contractor is responsible for the means and methods of construction. It is the I o 1:1 I .�: , 11 � '-*-'*"**�' 1 I,� Z ,� ;.��::,� ,1_,,� : '' �, � ; , , _ 11 I - � ...?. I I � �:�, -, I i I ,=_,��,��,"ligg : �� . I ,,� % 1� contractor's sole responsibility to determine the procedure,sequence,and temporary � , :".� : : . 11 I I % :� � I�. � '' I 1 6.0.1. Datum Conversion Factor= (N.a.v.d. 1988)=(N.g.v.d. 1929-1.10') ,..- .... : . I..", I , I�, 1, - � � ': � , 'm : : : I I z,�� : ,, : ,: �:�:, ,�'', -�: I bracing as to insure the safety of the building and its component parts during construction. I 1,I : : : : .. .1 I .... ��,,.i .�l,,;.;.;.-,-;.,�...,...:.��.,- . - - .... 1:��.��111 I - 11, .::: � _�I��rll� . I � � : I - : .- I - , ___: �,:',Z, ,, I �: . , .. � , � , � I . Z 11 ,� 1:z, ,Z:: ,,:.- 1.11 I - , I .I I -1 , - I �� , -- "I - The contractor shall verify all conditions and dimensions at the job site prior to I I I -1 � , I I I: : � � .......I, I i � � ... I 14 " � I : � .1: , ,�,,�,,�e -11 I I ::,�:,I I: I I .1 I I . 11 I 11 I 11 I I , I I 11� � 11 I 11 - :�, 11-,, I - � I ''I'll, I � � 11 I I I - I 1:: ,:::,��':,, ,�:� _ .11 ., � I , I 11 I � I I - I 11 . I �.� I commencing work. � I I -1 I I I .I I ::�,_:�,I I � � - , I I �� I I 1. 1, � ::��:_: � ::,:,.- :1, �:: ..I I I I 11 I 1--I:, I �, ,,, 1:11 I I 1, I � I : - 11 I � � :I': �:�� :::. � , I I � - � � � � � I :Z : :!J�:��:�:, I -1. � I I � I I : I : � � I I -I 1 . �� , � �] �:�, I I I ,: : 1.1- � I—- - I 111 . ,� I The contractor shall supply,locate,and build into the work all inserts,anchors,angles, - � I- I I 11,11, I I� �� I� � � � I I I -11 I I I I - :�,:, %,:I � I I � 11 I .- . 11 I � � ! � I I I :, : ,::, 11 I:, D � :__:_ ��,, �:zl z:,,, � - - ....- I " Z��:�i� p I - � - � � � 111 11 , -I I_ :1, �,,:� . �I ,�': .�, :1 ,�,::,: "�11 ,1:1::. 1, � - - - - - - � � � I - I �, I - I required to attach and accommodate other work. � �� 11: I � I I �:�� . 1 : I�:: I I I - � . I " � �� - - - - - - - - , � ��: � I . , d I I , : , I - I I I .1111, I 1. ��.. I I�1.z� _:, :', � , covere , : I . : ''. ,: ,:% � - . � .- � �. �'. - Z: ': , . '- .1 I : - , � I 11 I I I - 1.".1 � , - . <:: I 11 ., I I 11 :, - %:, . I : I 1:: - � I 1. . ' __� - :: , I : � _:,�_ ��_: �,I I I �::� -I� I I��,J: _::� "� 1 __,:,:, - r � I I I I 'I� wood.deck: . � I , Z:�:,:� .,::�"'_ I : - - � 1:1 I �� 11� I I . I I It is the owner's and/or contractor's responsibility to obtain a soils exploration report.The I . � I � I � � I I � I I : - I ,:, � ::� � , � , ,�: - I I I � 1�: � , ,�i�:��:;:�: Z" � � I I � I, I I I I � I � � I 11", I I �I�� 1: � I, � I- ��,1:1, , , - - - - - -7 : I f:1 I� ,:. I I�11�I � I 11 : ,:Z,I , ��:: :� , ,., - - lates,openings,sleeves,hangers, slab depressions,or other components as may be - � I � - - .1 - - - - , , :�� , I , . 1:1.I I . � " �. ,� , , - -� , _ , �. , , , - I I " I'll I I � I :� ', 1% : I I � � , - I-- - , � I � I � � � � � - - --�- I Engineer shall be notified if soil conditions encountered differ from the noted I I : ,I -, 11 I I � � I .� .'' : ,: � : :, � ,:: :_ - 1� I I I I �:1.1 I I I I � �, �, I I I I I ----Z,: I I I I . -ll.,, � ::, : �. I � I� 1.111:1. 1, . :�: ,, ,� I I �. Z: , 1-:1 I I . I :, , , Z, I I I - I 1.11 I..., :.� , - , I 1. - � ,:�,,, I'll, - I I , .. 11 , I I assumptions.All requirements for site preparation and soil compaction specified in the �� - �11 11 , - I � -- ,;o , '�,,_, I � .11, F . 11 I I�;:��::�, ,1, I 1. - :::� z��:, , � : , , : ; I 1, I a) V-4 �I - �I I� I � : :, I I 11 : I I ,� : , : ��: 1 : � 11 � 1.11, I - ��. - I I 1 1: : , 11: I I � Z 11 I� I I 11 , I Z �� I I I I :�. I ��I � � I . I I I - � I _" I -,I . I I � I 11 :. -�:::, I � � �� :: :�_7%:_ % � ..... I soils report shall be followed unless more stringent requirements are specified in these I I.. 1. , I _ �I : �:,, - - , , I - %.0 i I -1 I - :_:�: , 11 ,� - I 1) � I I I � .1� .'I - , plans. I pr� IN I I I - -11 It , M I I � I Site Plan Notes 4� 11:� I I I I U N I � I - I I � I 40'RIGHT 0-WAY,CLOSED BY DEED BOOK 1312,PAGES 177&178 1 , � 1, I 0 � I - P-� � I - I 1. This drawing is based on a boundary and/or topographic survey made by i I I � I . I I I Boatwright Land Surveyors , INC. of Jacksonville Beach,January 25th 2017. = N � I I I - � i Il- S83'23'14"W ( N�B3-25'29"E 150.37' IRON - IRON) 196.58' - I I I I See site survey for existing conditions not shown on this plan. W C-) e-1 i I I � (::� -4 Il- i I 1 20.1 FOUND 1/2"IRON 16.5 2. Contractor shall establish finish floor elevation. 1 10.47 10.5 11.6 FOUND 1/2" IRON 21.1 20.95 20.7 �� I 1 19.2 PIPE,NO CAP 14.1 A h, +-� 0 � li;�v PIPE,CAP LB3672 1 18.6 - I --- � N V 3. Building layout dimensions are shown to outside face of foundation wall. See � � I I I . : 14.8:�� 0 -_ - ,\ \Z\ I /,\ I I � \ Z\ I I I I I t X ��o 0 0) : LTRIC 130 I I I I \ -\ ^ \ - \ i&7 M 19 1 18 1 / 16 is � 13�, Floor Plans for clarification. I : / \ \ I 5'W00D FENCE\ X I I 1 20 'I 4 Cd ,.� 1 X I 1 119 W _ 21 existingVende I i I I I \ 4. Parking dimensions are shown to front of curb unless noted otherwise. Curb & W . � I ! 10.65 1� 13 14 is 16 17 1� -1 _--a�. � in I I I I . .� I � . I \ - - i ; I � : I ; :.1 . � i � . � � \ . +J . gat�, I i i � , 1., 1 i i I i_� ! l i � I E I , . : : , .1--_1------- . I � i ii � Wo WALL AND �0 \ I ...J I ,V.;._J....._. _1.....Ll...i...-__J I----- .:......�_. Z . . ; 11 I I ____H � 0 - L � : - _1 : . � I . - :�� wts �� . -------_---- I � -1 . Work shown is new unless specifically noted as existing. F. I � ) // I /I / 7.55\� -, I \ I I \I �� I I I I I � gutter dimensions are shown to back of curb unless noted otherwise. C� , � 131d - --__/_--- �_-- -- 7- __ � C" . +_ - 5 1 � I � .# .� I , I '. ..11�1.11 I I 10 b4 - I "I I 11 ; I .... ....-.1 ......1�Z�..........�......�_r._I.�...� . : remain I I I -1 � , , , � l� . . .P-4 ----,� � -�_-- I 1 . andsc ej p4v � � 1 '4 . U i � I � � � , I � . 6. The General Contractor shall verify all property lines, easements, dimensions & ___4__ - I I I I � I i : all, I I . : ; I \ I I ..? I -...:-i.....__� I �...1- `�,_ ,� � 0.) I I .1. � . : � � : ! .. I . . . . 7 .::....... � 1 X 20'6" ,� \ � .1.... .. .....� I .� 11 __ - I . i F:� \ � - : ��111111 --------T / � \ , \ . .1 - : � L��7� ....�.�.�.�..�.............��11.11�.�..'�.�.....�...�.........�.�.�........,....��, I I 11 I "� setback requirements w/the appropriate department of Saint John's County, FL . CC i .r ( -- \ \ -- \ I I , ;Z _0 � � ) , � // I / I � \ , C,: I : ::::::-_1:::-:.....11�1 111:1 \ I I I 1 7. Construction materials, equipment&procedures shall be in general accord with W ;� I- / 20.01 . I I— I I I I ....I'll I.. / A \ jjj��!� I ;;:::1..�*r,� I 1 - - I - I I I I I / X.11 ,li, - :1, I'll, 11 I-,...I......11.1 \ I � � the Florida Department of Transportation "Standard Specifications for Highway C) 0 1 � , 1 20,69 �11 I I I I -_--I'll , , .......-, - ,� I... - 1-1-....-...-�-11.1.. , , - , - ......._�M� I.. -- ,.�, �-- �, ... N � 1 I ...I...��,11,� ,. �, 4- 1 --11-1......�.m, _-, � 8. Constructions",latest edition, as modified by technical specifications. � / / I/ I , i"!� =_..... --:-- --- ._....... � I I I 9 / I I � � 2 .�5 11, ....I.......1.11.11 _ ) I I I All driveways shall extend entirely to public streets to which they connect, .1� C I � existin driveway � - il". - -� 11 11 �_' / to emain, / ( I I � :�**z.'��*,.**,,��.!!$ i� �...:..........111. , I � I I � whether shown or not shown. fu I / ve I �11i% .�� E___....__...1__:_�_.....__�_��_�,� I I I " - ..� � 9. Transition smoothly from new asphalt to existing asphalt in a manner that will � ,:� (n � ... :. I I I I I / ' ' / 11 I 1 18.22 / � I ��"*1110.11ii 11`111��11 .....1-111..... ::__::::.:...�..:.....:___:_ 1 1 1 1 1 � C� L_ I �_:,�...�."�......__:: ::_::::.:,:...:,: � ' I I - '1� I I I I I (Z L_ �.**.*11.1 I I � I � � / I � I " � facilitate the smooth flow of water without puddling or ponding. W � / I/ � I / I I I �i:fl'...,,�. 1-1 - I .....,___:,�_�.....- I I I I I I 10. Silt fence will be provided along property line in best place for the erosion W fu .�.�.19 , I . ."n I � i I 111!11*1 1�;,. , I 110, / / 11 , . .... i , 1� .1 I I - - / ) / / � I I � =-- �___ 4�� 0�i�i66&de& I I I I I I I � I control 1-14 = 41 '� �..�, ��. &peri6wo remair I 2��. � -1 / Nili:NN 1111-11 I I 11. House structure 2 stories, not to exceed 35 feet in height. ;.., (n i III / --_��, � )I / �, ,, I I ". ., 01 I I .11.1.11 I I I I I 11 R.��.*0`1 � STORY FRAME I . " _' LL / / ,I, 2 ' ............ , I ) 12, �?7 No more than 12" of fill to be added to site,verify with appropriate counsel. C� I - � /� ( I �g�,,R�'.�,11 -....:..................--- � " � V I I i�N 9 ...........:. I I 1% i 5� ,'<I 1.05 - I / I 11 11 .1 I I I ,< I (y) , I :10>`�'Iwlv RESIDENCE NO. 1719 1 11 ...�.....__:......_ I f i", I , / . -,!� Do not scale Drawings, Use only dimensions shown on drawings. If dimensions CZ ,--I 3: i � � 14. 2 / 18.7 � . �1. I--.......1.11- �___.___:....::::_: I I'' 1 13 t- 9 Cq I � 11�ffffffff��_I I I I I I j, , / ;4 are in question, obtain clarification before continuing with construction. Builder "� 3: -e M I I / / FFE = 21 .91 ��_el ,��,,��.11.1�1--l------ ��ll,�.I.� I , r_-� � ....., -, I X� - � (D / I X � I � ....��,-, I______ I I I ;a- C_� shall verify all dimensions&conditions atjobsite. _,_ I ._��,.___ � � a I / � I *' .." I I I I I I - / 3: �4 1 / � � GARAGE FFE = 21 -25 ��': ................I.. - � ........ I 0 � Z 3: I I / '11'�, ;Z � Q 1 .M,A:�:_:, .�., I-- . .....I.........�.....�, I I I I , I I / (jl4. 0 See AO.1 for specifications&Notes. � , Zq I / existing driveway � I 1 ��_M:, �� 0 M I / (N.A.V.D.) 1988 �� 11 � N � I � - f_1 I 1 2 12 .. 011 1..�,��g �I-.1...I...I..�,--. 11-1. 11�11,.,.,..,.�... I I I I I � I ! �� / , to remain � - .�- 1,14% , I .� -___................. I 11 III - � 4 �, 0 � / I \ 1 20.48 . I / �� M !� / \ IS". � ��................�... 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I 1.,,, � I ) I ,;�I I I I 11 - I 11.1-1111 I 11, - -.... �_ � .11 19.6 � I W I X 11,8 � X 14.9 ;_� III � I I � I, I I , ,� "" �-- - ---_ Z1.69- � _!� I '6�, 1� -.1.1 I �I I,- I ,� - I 1.1,11�11:I-: .1. ....I ...................... ;m- 1 I -1 I �,�, � ............11...-......... - _______ , , �i 'P.o . 1: 'i , I , - I � � �', ,Z 8111.19 X I I � I I ) I .I 1: �� e � ��_......�, ��11 .........- - �.....-� / - 0 1 1 I I'll", :: � .;;.�i�� ,� �,-1. - I D � � I �� - - 11� ::. . 11� 11 1- 1-111 11 Rll*��.11 . .......�...1-11.1-1-1............. ..................)...<.....�....�........�......�....� , � -� .1 , I ., I 1 19.75 ) I � I � I . , , �.....I.. 14 I N I �� I I : o: ;:: ,� ::,I � I I -M. �, ::,�,,_ I I...I.....-I--.......1. I �--...-.1-1...... , � X Q_� � � I . - : ,�111111�W. : I I .:_ � / � X,1.3 - � I- 1'1�i / �� I�, I- I P / ;;;;::::,:: 11 I�:: : ... . �� : �� q I i 20.38 . . 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I I � .- 11� : , I I - - � � I . �; - . , ,e.......... � � I I ., � I I I Sheet rN �4 �,��%11 � I I . �:�:�::��,��:�:�:::: -,_:�:� I � .z I - I 1. I - . �** - :::. : :,_ � .. F11<111111 :� ,: :: - 1. , I : � z_ I - � 1_1 i -,O. , , ::�:� !: _j: � � :... I I yi,::4 4 1 � 11 I 1: � I :,&]�,.�� I I I I ,�,�:,� 11 - I � � I 11 - � � � 1. - � I I I I 1:1 f:_ I I-- - -� ., I I .... I I I '.."I 1111'1�� . I - -I I I : - , .-�,� I 1, I � I - . � . I I 11 - :: %� 11, - I 1� � -11 I . � �. :_: ".1 � I I I 11 � , : _:: � I � I � : -1 ,� ,,� �,.�::. _�,� _ ::': � -�1, I - : I � , - I I , �: � � � ,z: -11. 1, I I I I - 1 � '_.'' . , i i ::: �,� � , �,�._:: : ":..... � � ,� �� : � 111111 �:��,_� :i : _,:::�, I I ' ' ��..." I � ':-_:,. :::''�: � I :� � , I I 11 � � I � - I - - 1-1. - I 'll I :.-I, : I iI i 111!!:� . 11 I I'-"- ...��-,I I -111,111.1 I ., �.", �I ::1.11" , : .1�11.11 11 -1 11 .1-11 I .111 � - I I �! �*,R i, " . : 11:1,11 ,� ::� A I 9 2 i " - . "I � I'll, � :1 , I I 11 ... . I.. I I �::�,�o� � I I I ::_�1,I I -,, , - I � i 1',*".;�M, 11111111-:.- I � :��:i�:_:::� ��i: I : : I I : ,,.��,. 11 I ; i � r- i I � I 1 7 7---\\ 4=: � � : New Site Plan I 1� I I i I I . . __ . . i 1 4*1 ---q I I . 12' 14' 16' 1 0 6' 8' 10, I � I I I 1� � � 11 � -,- � . I--- - � - - - I . : i Wall Material Ke �.: a. _. .. existing wall to remainprotect during construction. — existinwall to be removed , I� t !# I, PLAN NOTES :. 9 i� I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions , q in are question, obtain clarification before continuing - g withconstruction. Builder shall verify all dimensions &conditions at jobsite. 2. See A0.1 for specifications&Notes. -.,ar ra, rt>=r=v:fri.:, n .r.:..: .i)e ...01MW!" ... Copyright @2017 ri >Starr Sanford Design Associates Inc. All'rights g is reserved. The design concepts , g P drawings, written material anJ , gifications of this document are pp thero er of Starr Sanford _P P n' _ Design Associates Inc:Noart of these P - documents shall be copied,disclosed i — —— to others or re I -----=-- roduced in art or whole in any form without the written consent of Starr Sanford I Design Associates Inc. Do not:scale re drawings.Use given im nsions only. gP If not shown verify the correct in his area dimensions with Starr Sanford Design Associates Inc. Contractor I on on I I shall check and verify all dimensions C I. xv - andconditions ofthe job . .% existing AC pads remove existing wood deck to remain w I 1 I ' v i I I I remove existing windows remove window remove wall I to be replaced to be in-filled for new window —— existing bookshelve _ I endow _ _:.... _.. � ��rt,�I remove w seat -:..:. . 1 m water to remain exist —— — _ g I � r 0 so toner&corresponding ondm g 0 e exlsmgre remove _ Inl plumbing to be moved. I I 1 ce&tile Burro nd _ _.. _ _ g a� fie a � P 3 III n 0 II I + Pr.p t �ct existing remove slab asre required d Use bibb ....................... I I __ by Elevator Manufacturer I 1 � 1 I I ; II _ I I I inter or beams shown dashed shall rem am remove existing helving , I I I ( _ II II I o _ iIL 3 II I I 1~ c O T r—I II ISI - N ,II oI I I _ existing ......................>o~ � .o.. exlstm dri ewaY 0Gara e existing a to remain to be renovated yU1 �O / Living ; G� 01 � I II I / > rn � x1 tin deck to remain on i remain _ e S all finishes to re a o II IF n a� I I Aa I :I _ II : J 1� I I I 0 replacelace air suP'P1Y gr_ills_ O r I I II w/slotlot diffusers 1st floor- 4.) .............................. ........ _ I � I 0 rl V _ `y i —————- -- —_ C remove existing window remove door g / �a e to be replaced existing II Kitchen ; h _..... all finishes to remain i M existingwalkway Y _ to to remain o t-L I s~ s� � •,: v CTS . III o i III 3 � o ty I interior b ams shown dashed shall remain O. a� 3 remove walkway � o >r 0 in this area _ III a� existing II Foyer P x re lace air �' supply ills III I - _ > w/slot diffusers lst floor h remain o all finishes to e II I— I I I L I , remove ve ve n e o t — -- re-route ` II I ( on 00 I- .......: ':. I V .......... existing deck to remain.. 0 Cd II 1 -1 I I II I � 3 q o \ c� s~ i U I 3 existing I o0 v" �� >~existin IL Dining Den > x all finishes to remain o,� o I II1 finishes to remain I o / IL i DRAWN. MLS I , I I .CONSTRUCTION I IL. DRAWINGS re Love existi ' g rill sink&co nter — — — — --� Project #: ' 16 012 remove existing windows remove existing windows remove exist mgwindows remove existing lattice to be replaced to be replaced to be replaced Date. w 9/18/17 i Revised: Sheet I I i A291 I xr�• A r � A2 First Level Existing Demo Floor Plan � 0 2 4 6 8 10 12 14 16 r Wall Material Key : existing wall t remain, p protect construction.n .> ., .... ... —— —— existing sttn wall , al to be rem ,. owed .�. PLAN NOT E S ,. ,,_. ............. I. Do not scale Drawn s. Use only dimensionsns shown on drawings. s. If dimensions are in question, obtain clarification before continuing with construction. Builder shall verify all dimensions &conditions at jobsite. 2. See AO.1 for specifications&Notes. .w:..i',..a,. x,c,E<,3x1..:... i..c�s:'x .,i3 a.::.E,?.;•.:±{.>: Copyright @2 017r 7 Starr Sanford Design Associates,Inc. All rights ` reserved. The design p conce is drawings, written material., an s ecifications €this pp o t s document are the property of Starr Sanford Designn Associates Inc. No "p arr of these documents shall . a be copied,p , to others or r . reproduce m art or _ P whole in an pp }orm without the Y _ written consent e t of Starr Sanford Design Associates,ates Inc.Do not scale drawn s.Use given n i m ensions only. If not shown verify the correct dimensions with t Starr Sanford i Design Associates, Inc. Contractor shall check and veri all i' a dimensions and condition f . s o the job site. 1 remove existing window remove existing window remove existingwindow to be L—re l--ace d r emove existingwindow w tobe mfilled to be replaced to be replaced remove existing window to be replaced III C f� TIT fel 1�Itl 3 remove wall&door Iremove existm g I o ace&the Burro nd ' fiel -cs — — N � I 3 ( ( y V IIII I I extstm x II II g Lid ID o Master Bath h o all finishes to rem ain II -a r� II II II I_ r3 In ,� II II 0 existm 3 II o U� g II Master Bedroom w all fine remain rhes tore a n II 3 cn O� I u II h u _ II > U o Cl �. v4 F -1 —1 - d- 3 - C„� _ I� ` o � remove w lis doors &si ( a II lu IIII t II wa salt' � r ._ e /dryer 0 o II - L cc \ \ o IIII �� ISI • remove door . W remove wall sections as shown e r p to be laced .. _ —_ X 7 XU O remove existing g window. _ 1 8> 3.6 V-41 3 1 6 . ace z t ere replaced ob P , i ra I U L GJ fa U) ,. cd .. I existing \ -� G�o BI � .� edroom a \ b 1 3 � � � o remain all finishes t \� on .-•, y I � I I I 1 SII I o L x JL > I 0 / remove interior doora� r r i oo s 0 O I ( 0 � I r �. existing a ( s71 I bath I i r� II ZZZ- 1777777 17 remove existing xistm decking I g I 0 o I 0 Orem ve i �ior'door existing I I ,F :, ' 3 I 0 bath ( s all finishes to remai I 3 3 0 I O a� 0 I ..Q w O 7II I O O I O v existing Bedroom 3 -3 o 30 _ afinishes to remain•m > existing 0 II IIi r a� closet DRAWN. MLS I cn � all finishes.to remain _ I a II I I I � CONSTRUCTION X ' I DRAWINGS I 0 I 0 >I . 1 r m e ove handrail—� -- — Project t , 16012 Dat 9/18/17 Revised: Sheet A202 A : 1/411 ZZzz Second Level Existing Demo Floor Plan , -o 1A2.2 1 0 2' 4' 6' 8' 10 12, 14 16 Floor Plan Notes ... ... Floor Plan Notes Wall Material Key 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions 7. Pefer to plans&exterior elevations for window types. Coordinate operability of I ZY/V existing wall to remain are in question, the builder shall obtain clarification before continuing with windows &direction of swing of casements w/homeowner. 444 constru. ction. Builder shall verify all dimensions&conditions at jobsite. 8. Doors&Windows shall not be ordered, prior to meausuring rough framing. interior insulated wall(all exterior walls are to be insulated 2. Dimensions shown are to one side of interior walls or to outside face of stud or 9. Walls, ceilings & floors of ancillary spaces such as closets &storage areas shall unless noted otherwise in Wall Sections) "Ux masonry on exterior walls unless noted otherwise. match the rooms they serve unless noted otherwise. .......... 3. Builder shall take into account design intent, including number of steps, water 10. Coordinate location of utility meters on site to be away from public view and to table masonry, etc. Builder shall also assure that there is adequate clearance minimize visual impact from any area of the site. Hold meters as low as possible L interior 2x6 wood stud wall (all exterior walls are to be 2x6 wood stud walls unless noted otherwise in Wall Sections) between finish grade&any wood construction. to allow more effective screening. 4. Locate doors so that door casing abuts wall finish of adjacent wall unless noted 11. Install termite shield at any areas where wood may come into contact with Vw,Wic otherwise or unless door casing is narrower than 3 1/2". In this case, install door masonry at grade; along stem walls, turn-down slabs, and piers. new wall finished both sides frame with appropriate shim space against liner and stud. Do not omit stud or 12. Sprinkle powdered boric acid onto bottom plate of wall at a rate of 1/8 cup per man= liner to get the door closer to the adjacent wall. In cases where a door is shown 2' of plate except 1/4 cup per 2' of plate in walls adjacent to kitchen, bath or ......... approximately in the center of a wall,locate door in the exact center of the wall. other wet or food storage areas. Boric acid shall be installed immediately before new wall finished one side .Copyright @2017 1 Starr Sanford 5. Verify window rough opening head height with Elevations. See plans &exterior installation of insulation in insulated walls or immediately before installation of Design Associates, Inc. All rights elevations for window alignments, window types & muntin patterns. Adjust wall finish in uninsulated walls. Walls with exposed cavities do not need to be reserved. The-design concepts head heights slightly (less than 1 3/8") as required to course with masonry treated with boric acid. 7-5/8" CMU wall drawings, written material, anJ specifications of this document are veneer, if any. Provide filler strip between window and masonry sill if required 13. If gypsum board is used, install moisture-resistant gypsum board in restroorns & the property of Starr Sanford Design to allow the masonry sill to course with surrounding brickwork. In no case other rooms where water is present. Associates, Inc. No part of these documents shall be ied,disclosed L4ge of prop should brick be cut to either course with the head or the sill of a window or 14. Builder shall coordinate all shelvin2&stor e jLeqiLirei�jents with homeowner. PLAN NOTES to others, or reprocdopced in part or - �& whole in any torm without the door. 15. Center plumbing fixtures in space provided unless'noted otherwise. Provide not written consent of Starr Sanford 6. Window sizes indicated on plans are generic sash sizes. less than the following clearances from finish wall to fixture on either side: Do not scale Drawings. Use only dimensions shown on drawings. If dimensions Design Associates,Inc. Do not scale 16. Lavatory: 15". Toilet: 18". are in question, the electrician shall be responsible for obtaining clarification drawings.Use given dimensions only. (D If not shown, verify the correct before continuing with construction. Builder shall verify all dimensions & dimensions with Starr Sanford Ei C�d .................. s a c ec an veri a imensions V i existing AC pads and conditions of the ob site. ;........................... ...... .................... ................ ................. .......... ............. to remain '110 .......... new sand-set Oe s an scape pavers 3"open shelf 3"open shelf .......... ....... ............. ........... ........... ................ ..... utdoor ...... .... .......... 10, new impact Uv b i s r new 3T,x 00"impact e),. ti g r VA sement window osur .............. ................. ............ ly : 73 YZ ]in-fill windgw -177 7 -----6ase Icabinets&wall babiWt-S existing bookshelve ....................................... E 'N ........... 32"x 80"d or to remain ................... - - ----- -- ------------- ------ ........... ..... .......... cc r .................... ......................... dishwasher undercounter 2:stacked 0 Q=A 46 41 Is t 1 ----------- ----------- ------------ drawer icemaker re storage frigera. propane fireplace 0 pt 11 out I out Pull out protect exist drawer Ing 0 pul Fou�t co _1-1 door d framin as required 0 E dishwasher refrigerator hose bibb 0 .1 e g .......... 1-1 �Prby�levator manufacturer ........................................................ drawer drawers 00 2: 9,,, 4'-9 1 3�-3" 2'00 ......................... b x inder Z Z Z Z Z s lite J L----------- sh4 Ir ingle counter .................. pull out ice J :: refrigerator < pull out N 411 New Cabinet 3 .......... drawers a \_�__�Do LIJ L----------- 73 .................. ............... .......... Cbuild up recessed floor,wood flooring finish Family Room -Elevation 0 ....................... existing driveway ............... ......................... 9 to remain .......... ................ .................... existing 110 C,,seal ex1tg Living tile throughout cli all finishes to remain xisting deck to remain Z Family Room ............. ....... -- --- X ............ .. ........... ................... In 0 7t; J �ew doors ..............................- replace air supply grills P, co M A 4 " a w/slot diffusers @ I st floor Ld Lo �0 ................ ............... CZQ� 7 .............- .......... 0 0 F..J U .............. (1) 0 ................. M 36x80 R113n.brick w/ new i hpact window fixed panel ::C*_i5ting wall: U C: existing match door ......... ........................ .......... CC, g ...............- ...................... ............... Kitchen 00 Z�Z 4� V) Ac OD all finishes to remain ....... ........ ...........- ........... ............... a) fa ............. ......................... existing walkway to remain new Pavers ................. .......................... ................ �?IMTFM7 align brick ......................- ........... on column 11 A2-411 ............. ................. 7 77 mXa steps M, -down- ............ existing 0 to remain .......... ....................- z., 4� existing walkway z z� Foyer �D replace air suppiy grills w T" .......... ........... I st floor co 21" all finishes to remain w/slot diffusers 6�, ling to match existing Living Room I _1J L I I I C 0 .............. .......... ...... .. F 1 1 7 Contractor to strip existing cabinets,prime&re-pai it ............ ................. align brick .................... ............-- .............. on column Living Room Elevation 0 JA2.3 _C� .......... ................ ....................... ................... Ono, 23 ZI A new ....................... .......................- ................... Pavers ..................... ........... existing deck to..remain co ....... ............ ....................... .................. cove on interior beam ........................ 36x11 in�];,pae new louvers 'impac c W/ 't as ..............- ..................... .............- .............. ..........- 2�1 ........... .......... existing existing Dining Den all finishes to remain all finishes to remain 00 X .......... ..........- - .............. DRAWN: MLS propane grill on -stone u ert helfbelow CONSTRUCTION DRAWINGS --—-----------1 ible baeksplash firt sh Project #: Ix8 wall kem non-combust A stone backsplas 4 Lk7777771 KI L77777771 align brick I new impactwindows new impact window new impact window on column M 16012 3'-2" 7-6" new 36"verti Date: calpl nk wood gate CD 9/18/17 Revised: 0 ...... new propane grill---------- stone counter-------------------- drawers w/open wood slat bottoms 0 0 000 IPE frame&open shelf drawer drawer drawer 0 -edge ofprepertr 0 Sheet A 2 3 1/4" to s Summer Kitchen Elevation First Level Floor Plan 0 2' 41 6' 81 10, 12' 14' 16' EXTERIOR LIGHTING G S CHE ULE FloorPl Plan Notes Floor Plan Notes Wall Material Key _ .,..,, , �..b. , I III �I i ,III I II I II .. ,.... .I . -, 41 .... . , ., r _. , __......__ eP FIX TUREF IXTUR ES . OF OU P I X T'U REMOUNTI M A NUF A C T U RER d FIXT,a.„_. U.R..E PIX U�R,.,E,,.,._.,,.PR.,_.:_..O. �D UCT SIZE .A� 0.3�a .ooI3c�a COLOR O ~L��Vp�no 1L „] ,O R O F BULB B ' WAT AGE LABQUANTITY HEIGHT SYMBOL PIC URE II ,Ire laceNx w .w id o w - •3o30.3vru 8 ` , 030:' Er. .a5.3I3s _8 , ' . `.- ., i O4 ; Ooi O r i. - o�a e ve.0 _ 3 � •:: ` , ,1 ' Es_ }3 : : n : - - _ LN •� i .`II1�asr, I10o�IIay I3 I~ 0va0_ - _ _t b 3c_,3vt� 3ti3 � , . :. .. eN"xNN ' It i estx wUao�orUN3�m , g 1ve_ a l1 to e l am Sea Gull LI hDIameter. 7 3/8I Amber LED 11 watt t TLOr elevations forwindow:tYPes. operability of Celul IZecessed lst floor ang Do not Drawn , Use only dimensionsshown on drawin s. If dim2nsi s 7. Referto 1anS &ex Exterior Lighting mghang fixture m ceiling Single Light mcadescent , . Height 21.5 Amber bulb 22.5 b Eco smart are in question, the builder shall obtain before windows&direction swing cements w/honeowner. Recessed Shower trim 8. Doors&Wmdoves shall not be ordered, prior meausurm rough framing.g interiort insulatedated 11(all 11 e xteriorwall s are o b es insulated l a - t ed >. . w..3..e,._._.....s:,.....:...._..- .,..,{,.•.,..:: .:. .t.._ : ,.{. ..,. 4._..�. ...F�I^..�u. I B....,._.n��. ..z ._,.. ... .'t......_., ...,. .,.I..>.: _ .,.,.. I + , ' I _ _ �.OAA1I0.{ Ct 1�.). .,, .._..... „.. ._. „ Catalog no.SGL 1154_1 construction Builder shall verify:all dimensions&co dionsatJobsite. 2. Dimensionsshown are to one side of interior walls or to outside face of stud or9. Walls, ceilings & floors of ancillary spaces such as &stora eareas shall. unless noted otherwise 1n Wall Sections ce match the rooms the serve unless noted otherwise. Ez Wall ScSco1st floor ThomasTurteLi ht Size 3u s t b e3o watt max masonry exteriorwas unless otherwise. Ise. 3 M Exterior Lighting 6,_8Iabove finished Lighting Width 17.5Ilamped with 3` Builder shall take into account design intent including of steps, water 10. Coordinate of meters siteto from PubtvIew and to floor Residential Diameter 20.25I,a Wildlife interior 2x6 wood stud wall (all exterior walls are to be 2x6 Catalogm .SL9 70 7 Height 20.75LI Lighting table masonry, etc. Builder shall also assure there isade adequate clearance mmirrzevisual impact from an area of site.. old metersrs as low as wood stud walls unless note otherwise i a11 Sections) certified bulb between fmshgrade&an wood to allow more effective screening. Install termite shield at any areas where wood may come into contact withMust be 3o watt Itx 4• Locate doors so that door casing wall finish of adjacent wall unless noted 11.E3 3 Wall Step Lighting floor Juno Size 3 9,Ilampcd with Exterior Lighting 1_0„above IC LED outdoor Width otherwise or unless door casco is narrower than 3 1/2". In this case install door masonry rade alongstem walls turn down slabs, and piers. new wall finished both sides I 2nd floor finished floor performance ht HeWildlife I ht 3a frame with appropriateate shims ace against liner and stud. Do not omit stud or 12. Sprinkle powdered boric acs onto bottom late ofwall at a rate of 1/8 cup PerWINE Catalo Lighting m IC115LEDHSG certified bulb liner et the door close to theadjacent wall. In cases where a door is shown 2 of late except 1/4 cup Per 2 of plate in walls adjacent to kitchen, bath or new wall finished one side approximatelym the center of a wall locate door .m the exact tenter of the wall. other wet or food storage areas. $one acid shall be installed immediate) before Copyright @2017 Starr Sao. .�fv ,. .,x i.. _._ ,.,.r , .,., d Sea turtle protection requirements F.A.0 62B_34.070�4).All €htmgwilltom comply types of1i hang uthonzed by general Perms „ 5 Ven� window rough enmghead height with Elevations:See Tans&e tenorinstallation ofmsulatl m insulated walls or immediately before installation of Design Associates, Inc. All rrglit, s reserved. The design concepts elevations for wmdow;ah alignments, window types muntinpatterns Adjust wall fnch in walls. Walls with cavities do not need to be 7 5/81 CMU drawings, written material, and head heights slightly (less than 1 3/8 as required to course with masonry treated ted it bone acid. specifications of this document are thepropertyof Starr Sanford Design veneer, if any. Provide filler strip between window and mason rysill if required 13. If gypsum board is used, install moisture-resistant gypsum board in restrooms& Associates Inc. No part of these documents shall be copied,disclosed to allow the mason sill to,course with surrounding brickwork. In no case other rooms where water is present. PLAN NOTES toothers, reproduced m art or should brick be cutto either course with the head or the sill of a window or 14. Builder shall coordinate all shelving&storagerequirements with homeowner. whole in anYform without the door. 15: Center plumbing fixtures ins ace provided unless noted otherwise. Provide not written consent of Starr Sanford Window sizes indicated on Tans are generic sash siZ2S: less than the following clearances from finish wall to fixture on either side: 1. Do not scale Drawings. Use onlydimensions shown on drawings. If dimensions: Design Associates, Inc.Do not scale 6. drawings.are in question, the electrician shall be responsible for obtaining clarification Use given dimensions only. 16: Lavatory: 15”. Toilet. 18”. If not shown, verify the correc.. t before continuing with construction Builder shall venfY_all dimensions dimensions with Starr Sanford conditions at obsite. dimensions Design Associates, Inc. Contractor shall check and verify dimen i ns and conditions of thejob site. new awning new impact newfxed window new fixed easement window 4-4 window window in- it window / /V1 7� st in owst ra e closet coordinate iate sheIvmgel for w Owner new 42I insert fireplace xw + Nexistmg provide framingas required Master Bath _ aCd c, b elevator manufacturer C, all finishes to remain w A3.3 177:Z 0 existing Master Bedroom all finishes to remain existing repair walls Office asxe wired + new wood flooring Y ve r t cele t Cq Q . � w sink 3 new threshold k ryes wase allalign with existing N ~ 0 x96"bi-fol w door 36"x96"door 3.new louvered windows align with door head height C 4 3--6" 1 _ OaI z arid vertical) with anels Below a1ign w/door head-hes ht d z3,6I 4 1 3_ 1I 1 :..- ---- existmg Bedroom _.: ._ _ all finishes to o o ss' Cd ----....... DD o7:$ existing e cki bath , d o> 2 11 It 11 existing :new 8 tall door A9>1 bath all ishes to remai 77 X 2existing k Bedroom all finishes to remain existing closet DRAWN. MLS all finishes to remain CONSTRUCTION DRAWINGS 00 0 O 3 3 Project # CO .s eve 1 uvred wall 16012 '�N-7 Date.to, 8 9/18/17 21. - 2n 4 Revised: eet A2 *4 ' xa�E 4 A2, 4 FoyerElevation SecondLevel Floor Plan -o II 1 14' 16' 0 2 4 6 8 10 2 i I 2 ' PLA OT N N ES ROOF NOTE OTES FRAMING. S FLASHINGNOTES ROOF PLAN NOTES z. Install all exposed flashing w/concealed cleats. Surface fasteners fan type are I. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions sions z. All structural members shall be sized to carr all imposed loads b a structural al is Do not scale Drawings. Use only dimensions shown on drawings. If di mensions ,.. . . .., unacceptable. are m question,o tai clarification t ionbefore continuing with construction.Builder engineer.neer. Refer to engineering and contact Architect m the event of an are to question, the responsible for obtaining clarification before _. 2. Base flashm. shallbe 2ounce copper-fabric flashm equal to AFCO. Base shall verify all dimensions conditions at obsite. discrepancies.anct es. cont mum with construction Builder shall verify dimensions&conditions at ...._.. �:.. . flashing shall run up 6 minimum behind sheathingwhen installed at wood floor 2: See A0.1 forspecifications&Notes. 2. Roof deck shall beS/8Ex Exposure z G Sturd_ _ Floor plywood. Jobsite. MM - ed at CM backup. Particle Board is NOT allowed. system or hall offset u z beck.course nnmrrlun.if install 3 2. See Floor Plan for building dimensions. >. Y _p p g 3 Window& door head flashing shall be 2 ounce co?Per_fabri•c fla lien ge equal to 4 Hold roof deck panels apart as recommended bYdeckin g manufacturer.. 3 Begin metal roofing'w/full panel at mos`t visible edge of roof unless seams are ,.. --; .. AFCO@ brick veneer or shall be either 16 ounce copper or oz9 factory VENTILATION NOTE S 5Hold roof deck panels away from items penetrating roof deck as recommended shown on elevations to align with exposed rafter tails or de ti ls below,in which _ b roof deck manufacturer t for expansion&contraction tion or an other o allow c ion of roof deck. re ed aluminum break metal at homeowner's o case roof panel sha p prim p y Y p pll conform with elevations. Begin shingle roofing � non masonry wall finish. t A attics, crawlspaces & other concealed areas shall be ventilated as per local6. Hi rafters, ridge boards &valley rafterss shall be one larger than rafters. w/full shingle at most visible edge of roof ; < 7• Purlins shall be 2x s z6 �1 copper or':or -facto re . rimed OG. Provide 2x6 rafter ties at all locations where e r6 ounce co building codes. ere Eave & rake flashing shall either 4 Roof penetrations.are permitted only m the areasn ted. I 4 g pp 9 Y P P g 4 P p Y o Route all vents, aluminum break metal at homeowner's option. All roof edge flashing shall 2. Soffit vents all beequal to Air Vent 2contxcontinuous aluminum num soft.vent. ceiling Joists run perpendicular tcular to rafters. Any hi or valley rafter over 28'long exhausts,.flues&other penetrations to these areas&terminate as per code..- ,. ,, ... shall � , . Verify that � ll be Laminated Veneer Lumber. m felt or other roofing mater al : Ridge shall be Air Vent Ridge Umvent (absolutely no substitutions).extend to" minimum behind roof 3 All roofing and roofing details shall be installed m strict accordance with g g Y g o ( Y ) -S g g flashing runs not only under roofing material butalso unde sub-roofing Termnatend e vent w/maria acturersStan and end ca z2from end of ridge. See Wall Sections for exact configuration of frarmn members at exterior walls: standards and manufacturers instructions. No work shall conflict with the. C oPYri ht 0`a or7 'S• tarr San ford material such as roofing felt. aveflashing at gutters shall extend t cover back Cut roof :back to provide passage as recommended b manufacturer. manufacturers guarantee or warranty. Design Associates, Inc. All rights reserved.se ed. Th e- g . . _ .. des i n concepts ce isle of utter, but shallterminate above rim of gutter. 4Homeowner shall select color. 6. Provide flashing as per details or as per if no details are shown where drawings, written material, ani S. Chimney &:cricket flashing shall be 16 ounce copper flashing ( o exceptions Crawlspace ventilation shall be decorative grilles as shown on elevations if roof itch changes or where roofing intersects with vertical surfaces. specifications of this document are " " the propertyert1 _o f Starr San fo r Design n unlessroofing is metal m which case flashing shall match roofing material). shown w/tnsectscreen on inside or shall be 8, x 16 manuallyoperated painted 7Hold downspouts tight against walls. Associates, Inc. No Part of these Install an flashing at chimney which extends from outside face of to 5 metal vents if notshown. 8. The installation subcontractor sac or shall be furesponsible all roofing documents shall be copied,disclosed -' ' - to other ,r.. s o re ro m 3 a 1 duced art or de flue liner. Install 6 flashing u i/2 inside Provide insulation at e v All slo es a t inside of clay file flue liner. Turn fl baffles ventilated eaves as required to assure minimum z re indicated on the Drawings.Y g pq 9 P � whole m n pp a form without the Y ounce copper step flashing under chimney cap flashing. Pari flashing shall overlap clear airspace at bottomof roof deck. io. Paint roof mounted accessories to match selected b homeowner. written consent of Starr.Sanford II step flashing 6, minimum. Tie masonry to roof framing immediately y z i. All fan vent flue&s tack openings gsare to be sealedaled b builder. Designn A ssoci at es Inc. :Do not scale Use given dimensions only. belowflashing w/n id metal straps (minimum 1 each side of chimney).). Crickets z2 Roo vent terminals shall be away from and 2 above an air intake door or not shown, verify the correct shall be installed on high side of all chimneyss or other roof penetrations window, i8 away an vertical wall extending above roof f vent and not dimensions withStarr.Sanford Design Associates,tes, In caContractor exceeding36" in width. Cricket flashing shall be installed over plywood roof below an roof eave or as required b local codes. shall check and verafY all dimensions new copper chimney Pots and conditions of the job site.deck backslopem . Crickets shall 3/i2 minimum. 6: Valle flashing be either 16 ounce copper or oig facto Y pre prim ed aluminum break metal at homeowners option 12 wide minimum centered in valleys. Lap joints 12"minimum. new gutter,dram to back and bubbler O O 7 Gutters shall be'i6 ounce copper or factory pre-primed .032 alumirium ready for finish Drawings for utter size and shape). The back 1e of all i 1sh aintin (See Drawl g gg painting. gutters shall extendi minimum above front rim Gutters shall1 be hung with matching metal stripss which are attached under shingles. Penetrations of back of r ermitted: iter`or of eave flashing g hall no be P 8. Downspouts shall be 16 ounce copper or factory pr-e_ rime d .032 2 aluminum f ready for finish,painting. See Drawings fordownspout `siz and shape). Downspouts shall be attached to wall g ll w/matchin strips s which are attached to wall behind downspouts. - 9/12 : 0 75 a, existing ridge existing ridge I ' w 0 U as 0 o , to lo existing.roofing > a to remain on 41 P7 3 • i 0 n 0 cd' O c op � v \ v Ol 9/12 Cti :. CC C \ \ V O W as O wall to r f �. flashing t elow rake C new utter m drato back yard Wb er U L A, CT3 :. 4.1 existing roofing to remain 3/12 5/12 I : • : U O - >~ new 5-V metal roofing--,, d a� I w � c on x L X U � alip new roofing as shown R 0 0 E on Rear ev on a 45 � 9 -cs c 3 3 - 21 3/12 A9.1 I I DRAWN: MLS 5/12 i -CONSTRUCTION E ( DRAWINGS I' i —— — Project ct #. -- -- --rakE-flasin 16012 wall to roof flashing below rake i Date. 9/18117 Revised: s Sheet o..w, 33 A2 . 5 A P t/4 .5 � A2 Roof. lane: 1 0 0 2' 4181 8' 10' 12 14 16 it I I � � � � I I I ! - - ! 1,,:. "I I 11��!, I,�:,:... : I:�.>:: �_0,_, ,:::!> ,� , z : . , I 1�1 �:.�::, 1� �� o : '....::::",.�::"��,�,:::�'.,.�� I�� ,, ::` .1 I..�. ,I I I I�, , � �o : �, .. .,I I I..,�......� : ��: � ��.I�� I I I � IM - - � I I 1� ,�s:�:,:,, _,:� ... 11 I I .. ,�,z X%1,z�I I.11,:,,ii�M I � W�� _ 41,:o�::, 1".. 1 %4-11-11 1 1 _ 11 Wall Material Key W 11,�,_,�� - �, , '.. : "I.: -_ .,� - .. - �...�...44-111 -1 - .1-1 I - ��........�_ I " ., I s11_'V.�.::. .."'.... I I 111.11.11 . � 44 1 I. , 11 . � I .iip�_ I ======= existing wall/item to be removed "IM," -�. �'.� W.. __ I .,�., , I 41 11_.'N��W_ M � I 11 �. �.ml .. ,�%� �,ee,�� 1, , I ";i 1-1. " 11,111,,Iiii:i�ii:. , , .00 � � . : �%� � .11, I 1�ii,.:�:'��:li��]��,�,��:i�il::��-i �� ,� I � oe� I 'P� " "I'll"." :!��.�.��i��i�]��]��,�, I I I 1,��,�]I�,, _..,,I 1. ,� 5 . _-7, �_ �]�z��ii�i:��::zj� m,;:!.�,.;::�:,,, '. I .1��:11 I , � I Y-1 I'� 1 , . I I 1,;,��_�,,� PLAN NOTES "I',_:�X, I, �:,,�]�:�,ili;ii: I I'll,11 I �o......... .'' z I .......: � 1*�>.��- IM - 1� I ,,,, ! Zll.."., '. e 1-1, 11 , I - _ � . � �I "I'll _,::::� I -.1-1."1:��,��,�� 1,................i: I............ �� , ::i�!�i�::::�,:,�, ��::�, � 1. Do not scale Drawings. Use only dimensions shown on drawings. If dimensions ooeM:: ,� I� �, I 1�. ... ... ,�� -, are in question, obtain clarification before continuing with construction. Builder Ii �:: I , - - - - - - -remove- - - - - - - I - - -remove- - - shall verify all dimensions &conditions atjobsite. - ,I, chimney cap I,I I,I chimney cap ,,I � 2. See AO.1 for specifications&Notes. A14,l;,, . (;�":ht�5,, - t�,,wil,i, I , , , I , ) ( ) - - - - - - - - - - - - - - - - - - - - - - - --I I - - - - - - - - - - - - - - -I I I I � - - - - - - - - - - - - - - - - - - - - - � , � - - - - - - - - - - - - - � l 1-1--------__ � I--- a � �� ; I z . 77777T� I I . ; . . 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I ifications of this document are I I r :,, -.- 11.1.111-1:-, :, . . . � ! .F...� : � : Spec I......-...............�..... 11-1.1-1... " I I . I . I——...I...;......... 1. .111 : .11.1;...-� � , . . . . . . � i . � ; i : . 1 � � : : � . : � I � I : � ; : � . the property of Starr Sanford Design : . . I : - I I � I I I....:.......... - -1.111,11 . 11 -...;...�..�..��..,.;,..,..".""..".,;1".."...-1... I I .11,111.11,11.11 ...I_—....�...-......... . ; � I I I . . : . i ; I I . I : � i� : . : . ! � . .... existing roofing to remain � existing roofing to remai i 1��I !�..........,- -........%... ,...___ .1.11111 � --.111111 1� �:, :_ �xisting roofing to remain I I : � "I'll,......%.111;--I...:1.1.1.111.111,-1.I ,,, 1-1111...I-....I-:...... I I... Associates, lnc. No part of these I , I . I � : . . � ;: I . . I : ; ; . I . ! i I . I I : . . : I � i . : . 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EXTERIOR LIGHTINC, SCHEDULE FIXTURE FIXTURES TYPE OF MOUNT FIXTURE MOUNTING MANUFACTURER FIXTURE FIXTURE PRODUCT SIZE COLOR OF BULB WATTAGE LABEL QUANTITY HEIGHT SYMBOL PICTURE E 1 6 Cefling Recessed 1st floor Sea Gull Lighting Diameter 7-3/8' Amber LED 11 watt R30 Single Light incadescent Hei t 21.5" Amber bulb Exterior Lighting hang fixture in ceiling gh Recessed Shower trim 22.5" by Eco smart-1154-1 Catalog no.SGL 4 E2 Wall Scounce lst floor Thomas Turtle Light M U S t b e 30 watt r iax Size 3 3 Exterior Lighting 6-8"above finished Thomas Lighting Width 17.5" lamp_Sd with floor Residential Diameter 20,25,,a Wildlife Catalog no.SL9270-7 Height 20.75"Lighting certified bulb E3 3 Wall Step Lighting 2nd floor Juno Size Must be 30 watt max new copper chimney pots Exterior Lighting P-O"above IC LED outdoor 9,,Iamped with Width 2nd floor finished floor performance step light Height Y a Wildlife C a t a 1 o g N o Lighting IC115LEDHSG certified bulb Sea turtle protection requirements F.A.0 62B-34.070(4) All lighting will comply with types oflighting authorized by the general Pennit." ...................................... .......... existing shingles to remain Copyright @2017 Starr Sanford Design Associates, Inc. All rights ...............repair as required ........... reserved. The design concepts drawings, written material, an� existing roofing to remain—,_1011, specifications of this document are .......... t e pro er o tarr anford ..................................... ................ esign new eave return Associates, nc. o art oft ese ....... documents s all e copied,disclosed ........... to others, re roduce in art or ................... whole in any orm wit out the written consent of Starr Sanford rovide bahama. .......... p Design Associates, Inc. Do not scale PLAN NOTES TRIMWORKNOTES new eave return ............ ................................ drawings.Use given dimensions only. -----shutters @ windows .................................. ..................................... If not shown, verify the correct L Do not scale Drawings. Use only dimensions shown on drawings. If dimensions i. All finish work shall be executed by qualified subcontractors, and shall be filled, lK2ND FLOOR as shown on plans dimensions with Starr Sanford Design Associates, Inc. Contractor are in question, the electrician shall be responsible for obtaining clarification sanded smooth and ready for finishes. Trim materials should be tempered to '-FCEILING ..................................................................................... ...... shall check and verify.all dimensions ................ ..................before continuing with construction. Builder shall verify all dimensions & ambient project conditions. All finish lumber, trim, moldings millwoik shall vide.ba ma .. ................... and conditions of the job site. .. .......... .... ..........................conditions at jobsite. have a moisture content Of 12%or better. hutters @windows ........... ........... .......................2. See AO.1 I' r specifications&Notes 2. Exterior fascia shall be backprimed solid wood, & screwed @ corners (see 0 3. Sea turtle protection requirements F.A.0 62B-34.070(4) (a.) All windows and Drawings for widths). Fingerjoint material is NOT allowed. caulk existing...................1/2" smooth factory-primed exterior hardboard if greater than i i wi(glass doors on the seaward and shore parallel sides of the dwelling shall be tinted 3. Exterior soffits shall be backprimed solid wood up to i i in width or s..iall be ............................................le (see ............ ................to a Transmittance Value of 45% or less through the use of tinted glass, window si &ing,�trim repaint film or screens. (b.)All lighting will comply with types oflighting authorized by Drawings for widths). Finger joint material is NOT allowed. U ........... .......... ...................... .................wifid6w�fh ig.......... .................................... t 4- Exterior cornerboards & casing shall be backprimed 2X solid wood (see .....................the general Pern ............. 0 n t ..............Drawings for widths). Finger joint material is NOT allowed ........... .......... ............ Interior trimwork shall be shapes as shown on drawings. existing shingles to remain ................. ................SIDINGNOTES repair as required ...................... ...................... .... .............. ............................ ...........ELEVATIONNOTES r s I. Exterio ngle siding shall be Cedar shake installed on breather fabric or similar. ....................... ................................. ........... ....................................................2. Lap siding shall be Ship Lap. Alf,2ND FLOOR FF 3. Brick shal] be Owner Selected, primed&painted. I. Do not scale Drawings. Use only dimensions shown on drawings. If dime nsions 2 2 hed. Stucco finish shall be smooth sand. are in question, the electrician shall be responsible for obtaining clarification 4. All exposed CMU shall be Stucco finis begi i me I al r( )f ce i iterc be veet i entr col i mns AjK I ST FLOOR 2 3.2 before continuing with construction. Builder shall verify all dimensions & A3.5. All siding shall be installed as per Manufacturer's instructions. "?CEILING c-ntei exp(sed fften i ov( col mn, and equ,i ly sl lace i i ba s as ;hom n 6. Exterior trim shall be Azek or similar. conditions at jobsite. S I M..� ...................... ......................2. See AO 1 for specifications&Notes E2 E2 7 _r 2x8 2X8.............. ......................... El�A3.2)........... .................................X(O (D . ............&sideli)r I t X X .......... Jsd_raftcrs,��..cm N ................. EM 0) o rei ne earn ...................�D Irefinish... .................. 110 0........... I.......... new chamfi4: . .......... ..........columns—0 S................ ........... ...... ....._EF 0 ..........I ST FLOOR S ..............S . ......... SC) S ............. .. .................... ............ 0) ............. SA 4-J Front Elevation E A3.2 U CC 70 Note:Details of the door or Note:Details of the door or window are not gho yn here windoware not shown here The intent of this dir awing is The intent of this drawing is 0 only to illustrate exterior only to illustrate exterior trimwork. Consult Architect if trunwork. Consult Architect if there are any c uestions there are any questions rnnrerning these.ra iditions, fu"--wall as detailed e sewhere wall as detailed elsewhere(see schedules,details&specs)(see schedules,details &specs) 7 window head flashing window head flashing run up 6"and )ut over drip caR as sboimn 41 ew copper chimney pots x4 X4 er #...........d'. er exisong roofing to remain 4G NG ng ............... ..........ig-re) ing ng 0: ............ ........................................................................EAL R R EAL ................. ........... ................... A&\2N D'IFCEILING ................. ............ ........... ............................................................. ..........L-------------�a ........... ........ .......... ..... ................ ............................. .. ............ ............................................. ........... ...........existijig shingles to remain.DOUBLEHUNG DOUBLE HUNG ....................... C).................. d T/2 .................2x6 WINDOW HEAD & JAMB 2x8WINDow HEAD & AMB ...........1;6.21 ............ ................................ ........... caUL Ik, fe r exisqn,KJ................... i ............... —fill wall,7 . L al :P ................................................ $a4 ni&repaint S0 ow e are entireexte r.6. 0: s .. I. 1.11; I -1-11".." 1.111 I"I I I I ;,. ............ ............. ........general way not represent exact .......................as tbh may vary between V ..........L' ...........L ............... ..........COOP ................ ............LLL�ufa A rcbitect iftbere are ................... ...........any qu .......... ......................window�see Window Schedule for type, 3: .......... DRAWN: MLS Z ............ ........... ..........size&Vesign) 13 Z ........... ..........W 1J--,2ND FLOOR FF L .............2x6 casib in .......... CONSTRUCTION _g over exterior sheath a.window*imb wrlamb extension ovet �7�r�7 0 shim s#ace as required over 2.x6 studs 3: DRAWINGS ix6 flat gasing over interior wallboard �IiST ........._fl_(:�OR new impact �_. . ...........0 e h�7........... na 0 EILING .................... . ....... Project #: h 't r Nfia a.. .... door, ............... ............ . .......existing purgola to remain 16012 .................. ............. ..........................................................................1 , Date: Sffl flashing(see Specifications) ....................... ................. .................. run up over PT ix subsill ................................... ............................................. ........... . . ................ . .................... 9/18/17 7 S............ .......... ............ co.............. ........... ...... 0 (D ..........12! ...................................SZ .......... ....................3: Z W ..................... ............. ........... L .. .......................13 IL .................. ...............0 ................ ............. ..........................................existing decking to remall, ...... ............3: .......... ............................................... ..........to s FLOOR FF window(see Window Schedule for type, "O size&design) ............ Sheet S........... ........... ... ...............S EAL 4' .............. ................. ..................... SA 3 DOUBLEHUNG DOUBLE HUNG PLAN VIEW 1 14" WINDOW JAMB & SILLSECTION/ELEV. Window Mullion North Elevation 11-011 0 2 4 6 8 10 12' 1 14 1 EXTERIOR LIGHTING SCHEDULE FIXTURE FIXTURES TYPE OF MOUNT FIXTURE MOUNTING MANUFACTURER FIXTURE FIXTURE PRODUCT SIZE COLOR OF BULB WATTAGI ILABEL QUANTItF HEIGIFT SYMBOL PICTURE-Ceiling Peces ist floor Sea Gull Lighting Diameter 7-3/8' Amber LED 1 1 watt �,30 6 sed Exterior Lighting hang fixture in ceiling Single Light ineadescent Height 21.5" Amber I ulb IPecessed Shower trim 22.5" by Eco smart ICatalog no.SGL-1154-14 IE2 3 Wall Scounce lst floor Thomas Turtle Light Size 3 M u s t b e 30 watt nax Exterior Lighting 6-8"above finished Thomas Lighting Width 17.5" lamped with floor Pesidential Dianicter 20.25,�a Wildlife Catalog no.SL9270-7 Height 20.75-,Lighting certified bulb new copper chimney pots E3 3 Wall Step Lighting 2nd floor Julio Size 3 Must be 30 watt i nax Exterior Lighting V-0"above IC LED outdoor Width 9,,laniped with 2nd floor finished floor performance step light Height Y a Wildlife C a t a I o g N o Lighting IC115LEDHSG certified bulb -ight Sea turtle protection requirements F.A.0 62B-34.070(4):All lighting will corriply with types of lighting authorized by the general Permit." Icopyr (D2017 Starr Sanford existing roofing to remain Design Associates, Inc. All rights new roofin reserved. The design concepts 9 ....................... drawings, written material, an� Iecifications of this document are t9e property of Starr Sanford Design IAssociates, Inc. No part of these ........................ documents shall be copied,disclosed IIPLAN NOTES TRIMWORKNOTES to others, or reproduced in part or ................... whole in any torm without the exposed rafiers E ign 3 e�s pose rafi�rs c i er c ntei olu Fin, d u ider aeta too ng r bs new eave return written consent of Starr Sanford A'A'A 1. 2.P11 1� 21 Design Associates, Inc.Do not scale P) PA VNG (T S AC G begin methl,toul aligned,bver center rafter ...............Idrawings. Use given dimensions only. SC All finish work shall be executed by qualified subcontractors, and shall b filled, I-Ill 11 Ill i ........ .... ... If not shown, verify the correct -red to Do not ale Drawings. Use only dimensions shown on drawings. If dimensions i. sanded smooth and ready for finishes. Trim materials should be temp, T-are in question, the electrician shall be responsible for obtaining clarification Idimensions with Starr Sanford before continuing with construction. Builder shall verify all dimensions & ambient project conditions. All finish lumber, trim, moldings &millwork shall J-�,2ND FLOOR"-FCEILING raft w a Ign ex)ose shall c eck an veri a dimensions conditions at jobsite. have a moisture content Of I 2%or better. File rafl :rs at ove -st,c vcr v indc Illy ace athe e ract ets f i Iand conditions of the ob site. 2. Exterior fascia shall be backprimed solid wood, & screwed @ corners (see ..........2. See AO.I for specifications&Notes ....... inI lior new beam ---new roof,beam 3. Sea turtle protection requirements F.A.0 62B-34.070(4) (a.) All windows and Drawings for widths). Finger joint material is NOT allowed. Inew chanifered columns Exterior soffits shall be backprimed solid wood up to ii" in width or !hall be rac et 3.glass doors on the seaward and shore parallel sides of the dwelling shall be tinted -------------------- III/2" smooth factory-primed exterior hardboard if greater than ii" wide (see to a Transmittance Value of 45%or less through the use of tinted glass, window TO!, Ifilm or screens. (b.)All lighting will comply with types of lighting authorized by Drawings for widths). Fingerjoint material is NOT allowed. new handrail the general Permit." 4- Exterior cornerboards & casing shall be backprimed 2X solid wood (see 7 ..... ......... ..........Drawings for widths). Finger joint material is NOT allowed IInterior trimwork shall be shapes as shown on drawings.5- new beam co X SIDINGNOTES .......... X new pilaster cli existing shingles to remain ................................ .... ........ ...... ................ I ....................... I.......... IELEVATIONNOTES Exterior sh ngle siding shall be Cedar shake installed on breather fabric or similar. E3 2. Lap siding shall be Ship Lap. ....... repair as required [I be Owner Selected, primed&painted. I. Do not scale Drawings. Use only dimensions shown on drawings. If dinimsions . .........3. Brick sha y II2ND FLOOR FF 4. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand. are in question, the electrician shall be responsible for obtaining clarification I.......................................... I..........before continuing with construction. Builder shall verify all dimensions &5. AD siding shall be installed as per Manufacturer's instructions. 2nd floor porch lighting behind handrail&louvers I1 ST FLOOR conditions at jobsite. lid 6. Exterior trim shall be Azek or similar. ...... .... ICEILING E I E I I2. See AO.1 for specifications &Notes IIIIII............. ............... IIII............ I ............ 2X8............... .......... sIexisting deck& I ........... ergola to remain I �ooOD co LC sX > X ..................... N III00 PT ................... .................................. IIt1ngrrr,.caulk; repa'lt exIs I ................ I ................siding,',trim,&xe,paint-,i. IO h I ST FLOOR FF IOuse I�. .......... IIsIs ................IsIIs ..........I............... IIsI.................... IsIIIsIsIsIIIIIIIsIIsIIIIIIsIIIIsIIsIIIIsIIIIIIIIIIIIIIIIIIIIIII ............IRear Elevation 0 Consult Architect if there are any questions SIDINGNOTES concerning this situation.IIs0 wall as detailed elsewhere Exterior shingle siding shall be Cedar shake installed on breather fabric or similar.2. Lap siding shall be Ship Lap.........r,.: 3. Brick shall be Owner Selected, primed&painted.4. All exposed CMU shall be Stucco finished. Stucco finish shall be smooth sand.5. All siding shall be installed as per Manufacturer's instructions. 6. Exterior trim shall be Azek or similar. 41 U) new copper chimney pots Iexisting roofing to remain ............... ............... existing shingles to remain ..............................wall to roof flashing,run behind exterior finish, existing roofing to remain— d repair as require ..........and out to drip as shown @ brick wall new eave return ...... . ......i 12 IIIexposed rafters eave flashing over roof deck w/lx2 edge strip ................. .......... 3 I....................cedar 5-V metal on lx6 T&G existing roofing to remain ................ ............... ........................................... osed rafters ND FLOOR LI'-FC NG .......... .....................12 ...........9 beam IInew I .......... .............. ....................... new chanifered columns 12 I ..........I9 new louvered wall handrail II........................�c'aulk,repair exis.....................0) .......... ...........siding trim:&repaint I ............0 17terrexteri r............. f IsInew roof, beam&bracket II ........................... ....... .............................5-12 6x8 solid wood beam 2 ==7777— ..........25' 5,-b 1'-2" I2 new louvers DRAWN: MLS Ii existing purgola to remain ...............ND FLOOR FF IICONSTRUCTION .............. IDRAWINGS I ST FLOOR ..........VEILING Project #: I............ ........... ............. 16012 I7 Irafter Iexposed Date: ................ ...............new beam--- I............. 9/18/17 new chanifered column-------, ........... ............ ..... Revised: III0) I6 8 1 bracket cut trom 6XI .................... IIIs ............ ............I .......... I............I .......... III ST FLOOR FF 4" Sheet -2 IsIIIIsIIIIIIIIII..........Is5-1' 1"0- IIIIIIsIsIIIIsI3'-1 -J III2 IA3e3 I1/4" DITURE -B_ E BRACKET & ROOFSECTION South Elevation 1�3.311 %mamma 0 21 41 6 8" 10, 12' 14' 16' 111::� -a0000� 5� Note:This detail is general in nature and may tifigurations of this project.� not represent exact co its purpose is to illustrate the various components and their relationships.Confirm configurations&dimensions not shown here w/wall sections&other details.Consult Architect if there are any questions. blocking to match wall stud thickness 4" above roof surface for attachment of roofing 5-v crimp metal roofing turned up behind sheathing 6" minimum to self-flash roofing felt(lap joints 2"minimum as sho over roof deck eave flashing w/continuous cleat anchored 12 to continuous Ix4 eave fascia 3 5-V metal roofing(see specs)oiler Copyright @2017 Starr Sanford Design Associates, Inc. All rights Peel-N-stick over plywood roof deck over reserved. The design concepts rafters or trusses drawings, written material, an� ............... specifications of this document are the property of Starr Sanford Design I........... Associates, Inc. No part of these I:I�I,�Is documents shall be copied,disclosed X to others, or reproduced in part or 20 .......... whole in any form without the A9. new gutters(typical all eaves) written consent of Starr Sanford Design Associates,Inc.Do not scale �OWM 1�1�55 drawings.Use given dimensions only. Is... If not shown, verify the correct n:::�:� Is I: c)fterior beam: lx6 frieze x2 turned 44, dimensions with Starr Sanford .......... flat as tania,over 1x6 architrave ............. Design Associates, Inc. Contractor x� ................................ from Ix8&notched 3/8"for dri M shall check and verify all dimensions ............ p and conditions ot the job site. M v interior beam:frieze cut w 10 00 Y from IxIO over lx2 turned 1 -4 ssos-sosszsz�e Is, flat as tania,over Ix6 architrave H 3/4" WALL ................ .................. ............ 2 5V CRIMP FLASHING FRAME it --s—,11— Z�IZ��.:��Z��.Iss,��s�l,.�Z�s�,�ll', —011 JJA9.111 \�—T'cove @ inside perimeter ................... .................................... ...... .......... .............. lx6 T&G ceiling .....llesz�:Oe sl..��ii!-oss ............ ..... I Is I II I ssssss"I I I "I I Is ......................................... ............. ........................... I"so:.o .......... interior beam(�b house: siding over exterio,r sheathing over frieze cut from 2xIO over wall as detailed elsewhere AGO, ................ I x2 turned flat as tania,over metal base flashime shat)ed as shown 2x6 architrave installed wkonti�uou;cleat so that rL LL I Is 0 there are no exposed fasteners ""I.......... ............. M 'Is 0 I.:I............................ Z P.......... 4� W (D LL 0 1 3 1 ..............I.......... 8' 4 8 ................ 4 ................. .......... .................... p 6' 0 ............................ E ........ ... ........... ............. r,9 Is Is, Isss Z K, J < ........... Iss ossss"ZIx I Is Q Z .......... .......... Is so I I Is I�: .......... ,ss W U................ ............ CID W .................................. Z ............ .................. ........... .............................. 0 .................................... Is �II I,.I,, I Is U) Is I I,,s— I I ss "I ................ ................ .............I J Is'Iss LL............. ..................... 8 0 Z ................... CY) ............. .......... ........ ........ Is's W ss.". Is ........... ........... .......... ............. ...................................... wall to roof flashing C) W.......... .................. I � 11� s Is ................. > 9 eave flashing w/continuous cleat anchored ................ ................ tinuous lx4 cave fascia to con ....................................... ....................... s, WaIJ." ver roof Flashin Detail E -5-V metal roofing(see specs)over aD 0 P*-N-stick over plywood roof deck over rafters or trusses .......... U new IPE decking,repair existing .............. waterproofing as required metal rake flashing(see Specifications) .......... column cap:from Ix6 as shown 'n bent as shown(run flashing under roofing ...... ......... felt over PT lx8 ................................................. Z ........... 0 0 111 s`� I's framing and rake trim shown k1sewl. I ......... ........... .......... .................. .......... J ...................... only flashing and decking are detailed ................. .............. vftE-� .............. F- ...........- 12 5 .............. Is I I new T&G cypress ceili ch existing .......................................ss."s III I .,I I U) ........................... ng to mat Living Room < column.;provide column sized to carry load W ss:se e I ""s 2"cove @ inside perimeter— C�d C�8 if not shown but in no case less than 4x4; .............. locate colunin within column casing as Is, exterior earn: x r eze o x turned 4-1 exterior beam: remove existing shingles& required by beam location shown in W flat as tania,over 1 6 architrave offit U from 1x8&notched 3/8"for drip wall sections) < ............ build out beam to match column width LL .............. Z new column: IIA 11 interior beam:frieze cut %Iss'-,�,I'I-os,Isss� CD top from I x6 C:8 .................. 0 from I x 10 ov er I x2 turned 9 ............ -"Isssssos -J 9 ................. E E 0 flat as tania,over lx6 architrave------ C1 U LL colv 46 ............. W V CQ I x6&G cypress ceiling to match U ............. < .......1� existing Living Room H 8" 1--4" 2"cove @ inside perimeter ............... Z interior beam @ house: < M10D OD ............ frieze cut from 2xIO over J, Is I x2 turned flat as tania,over 0 ......................................................... ............ A ve�jal lx4's ontop of Ix 2x6 architrave ............ .................. .............................. W H > .................- Is Yl :'s, ................... -Ell .................. ..... ......... ............................................ 14:zzssX:::::0e:so's s, ............ .................. J Is 'ssw-'s ................. ss�%�s, .........................ssl�1 1.4.I's Is 1 0 I':s —1�2 1 14 1 s ............. so--- RAKE FLASHING DETAIL ......... ..................... -011 I"s fls-!'Iss ............... if Is 9 COLUMN DETAIL soNssssss I .............. "W's ............. ............. s.:�-I�,ss 11111----1",- ,Is -s's sssss szosolssss- Is Is metal edge Aishing(see .......... I -112 quarter round 0 column Cap:2X2 w/AH pecifications)bent below as shown as shown(run �s, OD begin chanifer as shown flas4mg up as sh4wn under Is s: .......... toofing felt s. DRAWN: MLS ss� over PT CD .......... ........... -s s- C ix8 .......... sssQss ssossss, CONSTRUCTION column built of 1 1/2"material cut from .............. ........... ............ Is s�sss,oEs I I soss sssosss sss,s:X s's-- DRAWINGS Ms �I's 00 s� sssso,s:-s.............. 2X8'S&chainfered as shown&wrapping nco I - , -I,,, ,- -�I I,sos�oo-o-o�I, I Is I oo,os Is- I,I structural column(see training plan for provide sol-,�:!Z Is size of structural colun Is' .......... Project #: colun-in sized to carry load if not shown Is's III I III........... ........... Iss'sos"', Is I Is but in no case less than 4x4;locate ............ colurim within column casing as 16012 I Is IzIss'ss s"s I I� Is— required by beam location shown in exiing wood decking to D ate: wall sections) ........ .............. C41co and .......... QD ji:framm e N�! 's Is, ne column: 7-6" 0 9/18/17 A,Watte and it and from Ix8 7 ��o, I f1mbingand 4dCt8liM I-I �X I bals I.............. ......... Z %,�s�s Revised: .......... . .......... "I'sIsIss ne patio flooring 0 re ve decking&install pavers on concre e IL ....... W sla W W 0. -s� 0 Z ........... .. J ........... J ,Is Z Is �22ffim L ls� A mmmw 0 7. U14 ......... "Is Is W f W Z ................ Iss in W............ Z Sheet W —q s W. F. _J 4 , ...... s .... ...... I; �� : � :,� I I " . : —� �: Illllsl—� - 9 , 1 X ......... .. .I I I I I I I I ,I b t A 1201 Section thru Front Porch 11 23 1 Eav Section thru Rear Porch CHAMFERED8" COLU NDETAIL JA9.I I Eave Flashing Detail IW9-I I Electrical Plan Key EXTERIOR: .LIGHTING SCHEDULE _._..... , FIXTURE 'Mo FIXTURES FIXTURE MOUNTING FIXTURE PLAN NOTES FIXTURE PRO TYPE MOUNT MANUFACTURER: DUCT SIZE COLOR OF BULB WATTAGE :.� LABEL QUANTITY HEIGHT ... ...» _,, .,.. SYMBOL PICTURE .:«;:.,. . .. ..;,.. _ ' 6 Ceiling Recessed 1st floor Sea GuLighting �.„.r... ._.. : Diameter 7_3/8 Amber r LED 11 t^att 0 15a z2S� 3 wire single o1 w/ground duplex wall outlet equalExterior1. Do not scale Drawings. Use only dimensions shown ordrawings. If dimensions Lr Lighting hang fixture m ceiling Single Light Height 2l5 Amber bulb to Hubbell#5252- are in question, the electrician shall be responsible forobtaLnIng clarification Recessed Shower trim �w 22.5 b Ecosmart _.r: __._._.............�...,..... ......,._.. .. , . ,. �_.. ............ , _..., . Catalog"-h_o .SGL-1 154- 14before continuing with construction. Builder shall verify all dimensions & _... „ a conditionsJ at obsLte. , iSs za- v duplex F Twall outlet equal 1 to Levtton E2 3 wall scounce 1st fl oor Tho Turtle L r ht2. See 0.1 for specifications&Notes Size 3 Mu be 3w watt max #8oI_6$99Y. Exterior or LI httng6_8rabove Lighting Width 17.5r� lam ed with 3. Seaturtle protection requirements F.A.0 62B-34.070(4) .A11 lighting will floor .. ! ::,:...... . � „l ,F .. ResidentialDtameter 20.25r.a Wildlife ,••. :.. ..„ t. comply with types of lighting authorized by the general Permit." Catalog no.-S 927 -7 Height 20.75, Lighting , ° certified bulb aoaLz5� 3 wire single pole w/gground duplex walloutlet equal E3 Wall Ste Lighting 2nd floor Juno to #5362 served by dedicated Zoa circuit. 3 Exterior Lighting 1 0 above IC LED outdoor Size s Must b e 30 watt max >.. . .. . _ rr lam ed w Width 9 t lamp ed t 2nd floor finished floor performance step ht ..:..,,....,� Height 3, a Wrldltfe :,. C atalo No . ,...... g ..,w Lighting }iII II III I�I II!r R -`-nO• -. , Split-wired a a La T ' d u P lex .w a ll o u tle t. _ _ ` .a�kn 4_ c� ,u r , EF t„ _E t >,. _.._ _ f � : ` , ; -: i _- - -' - . ._• - _ ; .,..,_._ .__ ._,I._C l 1 15 I L ED' S.: , ,3 - _ _- _ i _ .C_ _ert.Ifl:__. ed bulb ,r ' ^F D ` 3-+vCyaa-$ : 3 =n1-.�_�i : , > : Sea turtle protection requirements F A.0 62B-3lighting:070 4) .All wL comply with types f1I htm authorized b the general Permit.” CopyrightO a 17:Starr Sanford Design Associates Inc. All • ht s 15a 1z5� 3 wire single ole w/ground duplex x floor outlet in reseryed. The design concepts flushbrass floor box. drawings, written material, and lficattons of this document areshec te dfStarr Sanford Design AsoInc. Vo' art of these documents shall be coc.ed disclosed 15a raS a77� single Pole switch equal 1 to Hubbell#Lzor. to others, or re roduIed In part or whole in an Iorm wit hout the written consent ofStarr Sanford Design Associates, Inc:Do not scale drawings.Usegryen dimensions onIY . L ata5 277V 3-wayswitch equal to Hubbell#120 3. Ifnot shown verify the correct 3 dimensions with Starr Sanford Design Associates, Inc. Contractor shall check and verify all dimensions existing AC ads and conditions f he.ob site. 15a 12S aT7� 4 wavswitch equal to Hubbell#1203 to remain 4 E2 i5s125-277vdLminer switch. Recessed or surface compact fluorescent bulb light or LED. existingbookshelve O,- O� O unceseoureter : Puc h htmg4(e!4t0r to remain E2 4squareRecessedLED Ehtco LightingRS412oKRF or similar. rotecte s g hose Lbb Adjustable eyeball recssedcomPact fluorescent bulb light. Wall-washes recessed compact fluorescent bulb light. Lareendant ceiling fixture. to existing driveway E2 to remain eXlStlri g Living Small pendant ceiling fixture. all finishes to remain existing deck to remain Wallfixture. ............... ...... ......... .... Exposed stn fluorescent ceiling light. O replace air supply grills _ w/slotdiffusers @ st floorO fan.See schedule daeation of whether fanxr me OO New docbell button New items are generally shown bold as indtcateere existing Doorbell:chimes.(Install transformer m closest available concealed , Kitchen (J)accessible space.) all finishes to remain in to switch M Wired Combination Carbon Dioxide&:Smoke detector(zzoV existingwalkway El w/batte�backu .ProvIde in eve nbe bedroom,&interior mg to remain area. 77 Empty nwabox for computer r telephonew/3/4conduit&pull string to above ceiling mgo.to other space. to switch O E1 Telephone wl1 jack. existing Foyerreplaceair supply gills allfinishes to remain w/slotdiffusers i tfloor ....:::.. -E000D30 - ..................... .......... ... .......................... ....................... ........................... ... ...................... ..................... existing deck 'to remain existing DiningEl Den all finishes to remain all finishes toremain ... DRAWN. MLS E1 CONSTRUCTION......:.:::::::•:: DRAWINGS ProJe t#.16012 ate. 9/18/17 Revised. Sheet E291 - A First Level Electrical Plan 1/4 E2.i i O 02 4 6 8 10 12 14 16 7 7.7 77 DESIGN CRITERIA GENERAL NOTES I-ONTINUED� CONCRETE SLABS ON GRADE (BREAK-AWAY): 7 7 CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES OF WITId SHALL BE INSTALLED OVER MINIMUM 6 MIL P OLYE 1-1-1 YLEN E VAF OR RETARDER JOINTS LAPPED 6" AND SEALED OVER CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION T FOR PREVENTION OF SUBTERRANEAN DESIGN CODE: -- ----------- 2014 FLORIDA BUILDING CODE RESIDENTIAL CLEAN, COMPACTED EARTH OR FILL WITH APPROVE,-) E M!, SOIL TREATMEN BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA IL TERMITES. DESIGN LoADS: --- ----------- ACTUAL AND UNIFORM SAFETY REGULATIONS FOR ITS EMPLOYEES. (cd=1 .25) C.J. DENOTES CONCRETE SLAB "CONTROL JOINT" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF TIMEES THE ROOF LOADING: NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFICATIONS SHALL BE MADE IN THE FIELD UNLESS TOP CHORD LIVE LOAD ---------------------- 20 psf THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF CONTROL JOINTS, WRITTEN APPROVA- IS OBTAINED PRIOR TO MAKING SUCH CHANSE. CHANGES WITHOUT THE WRITTEN APPROVAL TOP CHORD DEAD LOAD ---------------------- -7 psf (ALL OTHER) UNLESS NOTED OTHERWISE, SHALL BE 5-0" (MAX�1) IN EACH DIRECTION (FEMA REQUIREMENT). SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION SHALL BE REPAIRED OR REPLACED AS TOP CHORD DEAD LCAD ---------------------- 20 psf (TILE SHINGLLt)) Lou Pontigo and DIRECTED. lk BOTTOM CHORD LIVE LOAD -------------------- 0 psf REFER TO ARCHITECTURAL/MECHANICAL FOR SLAB' FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION TO Associates, Inc. BOTTOM CHORD DEAD LOAD ------------------- 5 psf THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS. THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF THE REQUIRED INSERTS WITH THE GENERAL 420 Osceola AvenUe CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUCTURES AND INSERTS. THE MECHANICAL ja I�. Beach, Florida 32250 FLOOR LOADING: (cd=1 .00) CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES FOR MECHANICAL EQUIPMENT, HANGING DEVICES AND PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLABi AND NOT WITHIN 'THE SLAB. VERTICAL Ph. �42-0908 Fax. 241-9557 TOP CHORD LIVE LO D (INTERIOR) 40 psf INSERTS FOR INST�LLATION OF MECHANICAL EQUIPMENT. PENETRATIONS ARE ALLOWED. FL: CA# 8344 SC:CA# 3579 TOP CHORD LIVE LOAD (BALCONIEST-- ------------ 0 psf 6 CONCRETE REINFORCING TOP CHORD DEAD LCAD 20 psf FOR ELEVATORS ASSOCIATED WITH THIS PROJECT, EDGE OF SLA3 OPENINGS AT PIT, FOUNDATION, FLOOR FRAMING --------------------- BOTTOM CHORD LIVE LOAD 0 psf AND ROOF FRAMING HAVE BEEN COORDINATED FOR DIMENSIONS, SLAB EDGE SUPPORTS, HOIST BEAM SUPPORTS AND REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE WITH ACI 315-99 (MANUAL OF STANDARD -------------------- BOTTOM CHORD DEA LOAD ------------------- 5 psf RAIL SUPPORTS B SED ON ELEVATOR CUT SHEETS PROVIDED DURING THE DESIGN PHASE FOR THIS PROJECT. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI ISP2-01 (MANUAL OF STANDARD PRACTICE). CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE ELEVATOR MANUFACTURER FOR THE ELEVATOR(S) (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION) N::) ............ DEFLECTION CRITERIA. TO BE INSTALLED ON THE PROJECT AND SHALL ADJUST SLAB OPENING DIMENSIONS, PROVIDE MISCELLANEOUS ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 FRAMING AS REQUIRED FOR SLAB OPENING ADJUSTMENTS, SLAB EDGE SUPPORTS, RAIL SUPPORTS AND' HOIST BEAM REINFORCING STEEL SHALL CONFORM TO ASTM A-6,15, GRADE SUPPORTS, AS RE�UIRED. CONTRACTOR SHALL COORDINATE WITH ARCHITECT FOR ALL REQUIRED ADJUSTMENTS AS 60 (UNLESS NOTED OTHERWISE). i CLASS 1113111, CASE I TENSION No.5 LOAD L/480 TOTAL LOAD L/360 & i _�f 0 11 FLOOR FRAMING: LIVE 0.75" MAX NOTED AND SHALL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH ANY REQUIRED ADJUSTMENTS NOTED ABOVE FOR SPLICES IN INCHES WIND LOADING: (ASC� 7/10) INSTALLATION OF E-LEVATOR(S) AT NO ADDITIONAL COST TO OWNER. UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING S7AT Ir 0 STEEL SHALL BE AS FOLLOWS: BASIC WIND SPEED 130 MPH f'c 000 psi f'c 4000 psi CC 00 psi 1, 6 BAR 1 .00 IMPORTANCE FACTOR ALL TOP ALL TOP ALL TOP ----------------------- 1 . CONCRETE CAST AGAINST EARTH ------------- - 3" SIZE i MATERIAL SPECIFICATIONS: OTHERS BARS OTHERS BARS OTHERS BARS MEAN ROOF HEIGHT t----------------------- -34 FT ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE NITH ASTM A 307 OR ASTM F1554 GRADE 36.* 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER 2 L i s A. Pontim 11 E ROOF PITCH ----------------------------- 6/12 QT WIRE ROPE: GALVANIZED "AIRCRAFT" DESIGNED 7x19, 270K51 NIRE ROPE. y 3 21 28 18 24 17 22 F L 11 E#5 3 3 11 BUILDING CATEGORY I----------------------- 11 WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). # 4 28 37 25 32 22 29 3. WALLS -------------------------- -- 3/4" NUTS: SHALL BE :N ACCORDANCE WITH ASTM A 563 GRADE A HEX. EXPOSURE CATEGORY ------------------------ D METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. 5 36 46 31 40 28 36 REVISIONS DATE 4. COLUMNS/BEAMS (TO MAIN REINF.) ---------- 1 1 /2') ENCLOSURE CLASSIFI�ATION -------------------- ENCLOSED RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR FE�AR DOWELS SHALL BE 12 BAR DIAMETER # 6 43 56 37 48 33 43 INTERNAL PRESSURE COEFFICIENT ---------------- ± .18 MINIMUM, HOLES SHALL BE 1/4" LARGER THAN REBAR SIX AND LARGER THAN THREADED ROD SIZE. (U.O.N.) EPDXY: RED HEAE EPCON G5. # 7 62 81 54 70 48 63 SPLICES IN REINFORCEMENT, WHERE PERMITTED SHALL BE AS FOLLOW: # 8 GARAGE DOOR REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. 71 93 62 80 55 72 COMPONEN -S & CLADDING ALLOWABLE PRESSURES PRESSURES (PSF) STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. 9 80 104 70 90 62 81 1 . WELDED WIRE MESH --- --------------- 8 1 CAR WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. TRIBUTARY INTERIOR EDGE STRIP (PSF): +30.2 90 118 78 102 70 91 GARAGE AREA (sf) ZONE (PSF) a' = 5'-0 DOOR -32.9 2. ALL OTHERS ----------------------: -CLASS "B" # 11 100 131 87 113 78 101 10 +30.2 -32.9 +30.2 -40.5 (8'x7') FOUNDATIONS: TENSION, CASE "'I " FIELD ALTERATION SOIL BEARING (DESIGN MAXIMUM): 2500 PSF. A SOILS INVESTIG TION REPORT IS RECOMMENDED TO VERIFY SUITABLE MINIMUM U,O.N. (SEE CHART) CONTRACTOR SHALL CONTACT LOU 2 CAR P NT GO Et ASSOCIATFS PRIOR TO +27.1 SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE I�AKING ANY STRUCTURAL FIELD 50 +27.1 -29.6 +27.1 -34.2 GARAGE MODIFICATIONS WHICH MAY VARY ENGINEER SHALL BE NOTIFIED. SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPIC-T THE REINFORCING BAR SI ZES AND PLACEMENT. WRITTEN DESCRIPTION FROM THE INTENT OF THE oRIGINM_ DOOR -29.6 OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, _;�ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. CONSTRUCTION DOCUMENTS.ANY 100 +25.7 -31.2 (1 6'x 7') FIELD ALTERNATIONS MADE PRIOR TO +25.7 ---�28.2 FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL BEIN,G APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND LOCATIONS ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, GRADE 60P AND BE USED ONLY WITH PRIOR ADDITIONAL ENGINEERING OR PERMITTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT, THE,,-,,. FROM THE STRUCTURAL ENGINEE R. • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES STRUCTURAL ENGINEER. SHOWN IN TABLE ABOVE. ALL TENSION SPLICES, INCLUDING SPLICES FROM B,,`\RS LABELED CONTINUOUS, SHALL CONFORM 1-0 ACI 318-11 . SPLICES • LINEAR INTERPOLATION IS PERMISSIBLE. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN SHALL BE CLASS B IN ACCORD�ACE WITH ACI 31,8, UNLESS NOTED OTHERWISE. REINFORCEMENT SHALL BE SPLICED • PLUS = PRESSURE AND MINUS = � SUCTION. APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH THE DESIGN ONLY AT LOCATIONS SHOWN OR N-C`TED IN THE STRUCTURAL DOCUMENTS, EXCEPT REINFORCEMENT MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER LOCATIONS (SHALL BE APPROVED IN • THE DISTANCE d, FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRESSURES. REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NJMBER OF INSTALLED PILES; TOTAL LENGTH OF WRITING BY THE STRUCTURAL ENGINEER. (FBC 2010: ACI 318--08' • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUM FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIFIED LOCATION WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185AND BE LAPPED TWO FULL PANEL'S., TIED ON EACH SIDE lei i SHALL BE KEPT A\ID SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGER PILE WORK. AND SHALL BE SUPPLIED IN FLAT SHEETS. FEMA R :_LATED DESIGN CRITERIA U. T :E FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. F],OR ,GENERAL FEATURES, CONDUITS, ELECTRICAL LONGITUDINAL REINFORCING BARS IN`.EOOTINGS' SHALL BE PLACED CONTINUOUS Al COPNELERS AND iNTERSECITIONS. EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO I OT SCALE FOOTING DIMENSIONS AND LOCATIONS FEMA RELATED DESIGN CRITERIA �7 NOT DETERMINED ON PLAN THEN CONTACT THE FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION 1.3 FOR EVERY VERTICAL OR HORIZONTAL BAR�,40,%CONTINUFDI BY AN OPENING� ONE BAR (MIN. OF 2 BARS) SHALL BE ADDED FEMA (BFE): FEMA VE 13 (NGVD) + 1 FT SJC 14 (NGVD) +12.�90" 'NAVID STRUCTURAL ENGINEER.. DEP MONUMENT NUMBER -, SJ R-007 @ SIDE OF OPENING (HALF TO EACH SIDE - Typ_k(_-,/�L). � 100 YR. STORM ELEVATION - +16.2' NIAVD (FROM SITE SPECIFIC DETERMINATION) UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRE TE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS 100 YR. STORM DESIGN GRADE ELEVATION - +4.10' NAVID (FROM MONUMENT) PROVIDE CORNER BARS AT ALL CONTINUOU9 iREINFORCING BARS AT ALL MEMBERS (FO(JNDATIONS, WALLS, SLABS, BEAMS U AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUP ORT BARS AND CHAIRS. IN ALL CONTINUOUS OTHER MEMBERS). FOOTINGS PROVIDE #4 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF STRUCTURAL METAL CONNECTORS ARE �]N ,CONFORMANCE WITH TABLE 1 , FEMA - TECHNICAL BULLETIN 8 96, ALL z PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH PROVIDE DOWELS FROM FOUNDATIONS, THE SAME`�,-,-112E NUMBER AS THEi VERTICAL WALL OR COLUMN REINFORCING, CONCRETE REBAR COVERAGE, HAS BEE�N SP'ECIFIED AS REQUIRED BY ACI, ,1, i w ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS UNLESS NOTED OTHERWISE, uj VE CONSTRUQjQ_N CERTIFICATION STATEMENTS C) u A.T THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS THAN 8: 1 RATIO (PER FBC 3109.4), THE GEOTECHNICAL ENGINEER SHALL ACT AS THE OWNER'S REPRESENTATIVE AND SHALL MAKE OBSERVATIONS AND ALL DOWELS AND TERMINATING BARS SHALL HAVE A STANDARD 90 DEGREIIE HOOK. THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS AND TRAPPED DEBRIS. TESTS AS CONSIDERED NECESSARY FOR QUALITY CONTROL. WHERE FOUNDATIONS OR OTHER CRITICAL ELEMENTS ARE TO BE SUPPORTED ON ENGINEERED FILL, CONTINUOUS OBSERVAnONS AND TESTS OF GRADING OPERATIONS SHALL BE ALL HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH UUINIHUL AND/OR CONSTRUCTION JOINTS AND AROUND U END. AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL "MOVEMENT DUE TO THE COMB I I NED MADE BY THE GEOTECHNICAL ENGINEER. ALL TESTS SHALL BE PERFORMED IN ACCORDANCE WITH PROCEDURES SET CORNERS. uj FORTH IN THE CURRENT BOOK OF STANDARDS OF THE AMERICAN SOCIETY OF TESTING AND MATERIALS (ASTM). ry rleN EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE BLDG. COMPONENTS THAT RECEIVE SUCH 6w" LWU FORMWORK & SHORING: LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQ'. WHERE FILL IS REQUIRED, IT SHALL BE PLACED IN ACCORDANCE WITH INSTRUCTIONS OF THE PROJECT THE FORM AND SHORING SYSTEM SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER IN ACCORDANCE WITH ACI t z GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN BEARING PRESSU�E. i 301 & 347 "RECOMMENDED PRACTICE FORICON(IRETE FORMING". i i UNLESS SPECIFICA-LY NOTED AS "CAN TI LEVERED" ON PLAN OR DETAILS, WALLS RETAINING EARTH MUST BE SHORED FORMWORK FOR POST-TENSIONED SLABS SHALL AU_OW HORIZONTAL MOVEMENT OF CONCRETE CONTINUALLY PRICR TO COMPLETION OF STRUCTURAL SLABS ON GRADES AND/OR ELEVATED SLABS HAVE BEEN DURING STRESSING OF TENDONS. j 0 A PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE DESIGN, ADEQUACY, SAFETY, AND STABILITY GENEr%,�L NOTES OF TEMPORARY ERECTION BRACING AND SHORING. SHORING AND RE-SHORING PLANS MUST BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER AND SUBMITTED WITH CALCULATIONS. CALCULATIONS FOR THE RE-, SHORING PROCESS MUST INCLUDE THE POURING AND THE STRIPPING GENERAL NOTES: THESE CONTRACT DOCUMENTS REPRES1 NT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF BACKFILL AGAINST WALLS SHALIL. BE DEPOSITED EVENLY IN 8" TO 12" LIFTS AGAINST BOTH SIDES OF WALL UNTIL CYCLE BASED ON THE CONSTRUCTION SCHEDULF,` THE ASSUMED CONCRETE STRENGTH AT THE TIME OF STRIPPING THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHALL PRCVIDE ADEQUATE BRACING OR SHORING FOR ALL WORK ANY NEW SLAB AND MUST BE SUBSTANTIATE[) 3-�_ PROVIDING CONCRETE MIX DESIGN AND EXPECTED STRENGTH GAIN CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS DURING THE CONSTRUCTION PERIOD. BACKFILL SHALL NOT BE P-ACED AGAINST WALLS UNTIL THE WALLS HAVE WITH AGE. THE CALCULATIONS MUST SHOW THAT THE SLABS SUPPORTING, A NEW SLAB ARE NOT OVER-STRESSED AND OTHER PERSONS DURING CONSTRUICTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LIMITED TO, MEANS AND G, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND ACHIEVED 75% OF SPECIFIED DESIGN STRENGTH. BASED ON THE ASSUMED STRENGTH AND THE AGE -AT THE TIME OF POURING. ALL RE-SHORING CALCULATIONS SHALL METHODS, BRACING, SHORING, FORMS, SCAFFOLDIN INCLUDE CALCULATIONS FOR MUD SILLS AND ANY CONSTRUCTION LOADING'� SUCH AS CONCRETE PLACING BOOM TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. OBSERVATION VISITS TO THE SITE BY THE SERVERS SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS � OTED OTHERWISE. SUPPORT ETC. STRUCTURAL ENGINEER OR STRUCTURAL OB SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. TOP OF FOOTING ELEVATIONS PROVIDED ON DRAWINGS ARE FOR PURPOSES ,OF CONTRACT & SHALL BE ADJUSTED, FINAL SIGNED AND SEALED SHORING AND RESHORING DRAWINGS SHALL BE� ISSUED TO THE ENGINEER OF RECORD FOR TYPICAL DETAILS AND NOTES ON THES CONSTRUCTION DETAILS NOT FULLY SHiWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. AS REQUIRED, AT TIME OF EXCAVATION TO BEAR ON PROPERLY PREPARED SUPPORT SUBGRADE (PER GEOTECHNICAL THEPROJECT AND THE THRESHOLD BUILDING INSPECTOR FOR HIS USE TO 'INSURE COMPLIANCE WITH THESE DRAWINGS. NO FLAT SLAB SHALL BE STRIPPED AND RESHORFb UNTIL CONCRETE HASIACHIEVED A MINIMUM OF 85% OF DESIGN ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND REPORT RECOMMENDATIONS OR FIELD DIRECTIVES OF GEOTECHNICAL ENGINEER ON SITE) OR TO ADJUST FOOTING STRENGTH AND 72 HOURS OF AGE. BASED ON THE LOWEST CONCRETE TEST. ELEVATIONS TO AVOID INFLUENCE BETWEEN FOUNDATIONS & BU �IED PLUMBING. SEE TYPICAL FOOTING-TRENCH SAFETY REQMT'S. DESIGN INFLUENCE DETAIL FOR SIMILAR REQUIREMENTS FOR INFLUENCE 3ETWEEN FOUNDATIONS & BURIED PLUMBING. DO NOT FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL, ELECTRICAL EMBED PIPING WITHIN OR PASS PIPING VERTICALLY OR HORIZONTALLY THROUGH ISOLATED FOOTINGS. CRITERIA AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED BY ALL TRADES FROM DRAWINGS MADE BY THEM. CONTRACTOR SHALL NOT PROCEED WITH ANY WORK SHOWN ON DRAWINGS IF IN CONFLICT WHERE THE GEOTECHNICAL ENGINEER FINDS AN UNSTABLE CONQ]TION IS BEING CREATED, EITHER BY CUTTING OR AND UNTfL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT OPENINGS, SEE TYPICAL STRUCTURAL DETAILS. FILLING, THE WOR� SHALL NOT PROCEED IN THAT AREA UNTIL ��N INVESTIGATION HAS BEEN MADE AND THE GRADING PLAN REVISED. iGENEML WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CONDITION, IT SHALL FILL TO BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETE�RMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF APPLY, FOR ALL SIMILAR OR LIKE COND�ITIONS UNLESS OTHERWISE NOTED. NOTES 8" THICK MAXIMU� & UNDER THE DIRECT SUPERVISION OF THE GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO CONTRA CT DOCUMENTS INCLUDE, BUT �RE NOT LIMITED TO, THE STRUCTURAL DOCUMENTS (DRAWINGS AND VERIFY COMPACTICN AS REQUIRED BY THE GEOTECHNICAL ENGINEER. DO;NOT SCALE DIMENSIONS FROM THESE DRA\WMN S_IF A DIMENSION'I SPECIrICATION:S), BUT DO NOT INCLUDE� SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL PREPARED AND SUBMITTED UNCLEAR REFER TO THE AR6-irrECTURAL DRAWINGS OR TESTS FOR DEGRE17 OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM D-2922 TEST METHODS. BY THE CONTRACTOR. CONTAcTTHE E.O.R. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING FILL AND BACKFILL PLACEMENT BY THE CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR SPECIFICATIONS GEOTECHNICAL ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF PLAN NAME OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE CONTRACT DOCUMENTS, THE LESS THAN 95 (U�O.N' IN SOILS REPORT) PERCENT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL BE MADE RESIDENCE WITH ADJUSTMENT OF THE MOISTURE CONTENT AS REQUIRED COMPACTION IS OBTAINED. STRICTEST REQUIREMENT SHALL GOVER DE1,1S1GN/DRAWN/CH ECKED US / WAC/LAP MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. i DATE OFFICE COPY 09.27.17 THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY SCALE DISCREPANCIES PRIOR TO PROCEEDING WITH WORK. FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS, SEE ASNOTED ARCHITECTURAL DRAWINGS. DO NOT S�ALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN REQUEST FOR LPA No. I INFORMATION TO THE ARCHITECT FOR MENSIONS NOT PROVIDED. STAR-17-00820 REVIEWED FOR CODE COMPLIANCE. CONTROL No. CITY OF ATLANTIC BEACH ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS. RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT SCALE SEE PERMITS FOR ADDITIONAL DRAWINGS COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING REQUIREMENTS AND CONINTIONS SHED L 0 No"SC ALE E_E DR"A'NG 'N FA_I CL P A fZCL I_ITECTUP, CONTAC AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. REVIEWED SYL......IDATL% SOD 1_,�SHEET 1 OF q__,/ SHOP �DRAWINGS POST-INSTALLED A4CHORS IN CONCRETE LAMINATED VENEER LUMBER (MICROLLAM) DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE DESIGNED/ENGINEERED BY POST-INSTALLED A\ICHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL OBTAIN LAMINATED VENEER LUMBER SHALL BE 1 .9E MICROLLAM LVL AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR AN OTHERS IS THE SOLE RESPONSIBILITY OF THE DELEGATED ENGINEER. SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY APPROVAL FROM E �GINEER OF RECORD PRIOR TO USING POST INSTALLED ANCHORS FOR MISSING OR MISPLACED APPROVED EQUAL. -IN-PLACE ANCHORS. CARE SHALL BE GIVEN TO AVOID CON -LICTS WITH EXISTING REBAR. HOLES SHALL BE DRILLED CAST AN ENGINEER ,LICENSED IN THE PROJECT STATE. AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS SHALL STRUCTURAL 'DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. SHOP DRAWINGS SHALL DETAIL ALL INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DSTANCES ANID/OR SPACING INDICATED IN THE INCLUDE SIZE, SPACING, BRACING AND ALL SUPPORT HANGERS, CONDITIONS IN ACCORDANCE WITH SPECIFIED STANDARDS AND THE SPECIFIC REQUIREMENTS OF THIS PROJECT AS INDICATED MANUFACTURER'S LITERATURE. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE APPROPRIATE IN THE PROJECT DOCUMENTS, SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED To LAMINATED VENEER LUMBER SHALL HAVE THE FOLLOWING PROPERTIES: SUPPORT THE INTENDED LOAD. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE ALLOWABLE BENDING STRESS 2600 PSI THE CON,TRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAWINGS FOR ALL FABRICATED MATERIALS TO ARCHITECT SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ALLOWABLE COMPRESSION PARALLEL TO GRAIN 2510 PSI tigo a nd lAssociates, Inc. FOR REVIEW. , ENGINEER SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE ALLOWABLE HORIZONTAL SHEAR 285 PSI ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN 750 PSI DESIGN PROCEDURE REQUIRED BY THE BUILDING CODE. i,420 Osceola Avenue REVIEW �OF� SHOP DRAWINGS BY THE ARCH I TECT/EN GINEER DOES NOT RELIEVE THE CONTRACTOR OF THE SOLE MODULUS OF ELASTICITY 1 ,900,000 PSI ]A. Beach, Florida 32250 RESPONpbiLJT' Y FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PREPARATION OF THOSE SHOP DRAWINGS. ADHESIVE FOR REIkFORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE SHEAR MODULUS OF ELASTICITY 118,750 PSI Ph. 242-0908 Fax.241-9557 SUPPLIED BY HILTI, FASTENING SYSTEMS, EPDXY-TIE SET EPDXY AD�ESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, Fl_: ,�A# 8344 SC:CA#3579 SHOP. QRAWON-GS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FABRICATOR SHALL BE STAMPED BY A REGISTERED POWER-FAST EPDXY INJECTION GEL SUPPLIED BY POWERS FASTEkE S, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW NOTCHES, HOLES OR CUTS SHOWN IN DETAIL B/S700 ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER ENGIQER ':OF �RE' CORD IN THE STATE IN WHICH CONSTRUCTION WILL OCCUR BEFORE SUBMITTING FOR REVIEW BY THE RAMSET/RED HEAD OR APPROVED EQUAL. MINIMUM EMBEDMENT LE_NGTH SHALL BE 12 BAR DIAMETERS, UNLESS NOTED MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. I ARCH IJECT/EN GIN EER OTHERWISE. MANUFACTURER SHALL PROVIDE A COMPLETE SET OF DESIGN. CALCULATIONS SHALL BE PROVIDED BY THE .0 WOOD FRAMING COMPLE.TE �SHOP DRAWINGS FOR CONSTRU TION OF ALL APPLICABLE SPECIALTY ITEMS INCLUDING, BUT NOT LIMITED TO, p CONTRACTOR TO THE ARCH I TECT/ENGINEER FOR REVIEW. NATIONAL FOREST RODUCTS ASSOCIATION, AF PA NDS-05, WITH 2005 SUPPLEMENT, AND AF&PA SPECIAL DESIGN PRECAST CONCRETE, CURTAIN WALL GLAZING SYSTEMS, LIGHT GAGE STEEL FRAMING, ORNAMENTAL GUARDRAILS, SKYLIGHTS, PROVISIONS FOR WIND & SEISMIC, SDPWS-05. AND sTAiRt' SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THIS BUILDING PARALLEL STRAND LUMBER (PARAL No.5 SHALL BE CONSTRUCTED AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF INSPECTION. t ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SH LL BE MILL SIZED AND SURFACED ON (4) SIDES. ALL PARALLEL STRAND LUMBER SHALL BE 2.OE PARALLAM PSL AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR AN SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND SINCLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED APPROVEDEQUAL. THE OWNER WILL NOT PAY FOR ADDITIONA- CHARGES DUE TO RE-DETAILING FEES ASSOCIATED WITH A THREE-DIMENSIONAL I "S..... .1 OF EXCEPT WHERE SPECIFICALLY SO DETAILED OR AS DIRECTED BY THE ENGINEER. THE DETAILER SHALL ESTIMATE AND INCLUDE ANY COSTS IN THE BASE BID ASSOCIATED WITH SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINLLH FOR REVIEW. SHOP DRAWINGS SHALL TRE-DETAILINIO FEES AS A RESULT OF CHA\IGES AND/OR REVISIONS MADE TO THE SHOP ,DRAWINGS DURING THE SHOP INCLUDE SIZE, SPACING, BRACING AND ALL SUPPORT HANGERS. EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH THE GRADE BY SUCH _SS IS TO ESTA LISH LUM ER GRADES. DRAWING,! REVIEW. COMPETENT AND R 17 LIABLE ORGANIZATION WHOSE REGULAR BUSINE 6 B PARALLEL STRAND LUMBER SHALL HAVE THE FOLLOWING PROPERTIES: ENGINEER SHALL, BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE ARRANGEMENT AND SIZES OF ALLOWABLE BENDING STRESS 2900 PSI Llis A. Pontigo, PE SPF) OR SOUTHERN PINE (SYP), 19% MAX. MOISTURE CONTENT, AS UNLESS NOTED OTHERWISE, USE SPRUCE-PINE-FIR MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS AND THE DELEGATED ENGINEER INTERPRETATION OF THE ALLOWABLE COMPRESSION PARALLEL TO GRAIN 2900 PSI F L P E#5 3 3 11 FOLLOWS: DESIGN INFORMATION INCLUDED IN THE CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT ALLOWABLE HORIZONTAL SHEAR 290 PSI IMPLY ANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. CONTRACTOR HAS FULL RESPONSIBILITY FOR ALLOWABLE COMPRESSION PERPENDICULAR TO GRAIN 750 PSI REVISIONS DATE'� DIMENSIONAL ACCURACY AND CONFORMAN E WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. 1 . DOUBLE TOP PLATES AND SILL PLATES SHALL BE (SYP#2). MODULUS OF ELASTICITY 2,000,000 PSI 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE (SYP#2) P.T. SHEAR MODULUS OF ELASTICITY 125,000 PSI 3, SILL PLATE ANCIORS PER FOUNDATION PLAN. SEE GENERAL NOTES FOR DESIGN CRITERIA AND ADDITIONAL REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. INDICATED WITHIN WHICH SUPPORT A PRE- ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER REVIEW OF 4. MIN. OF (SPF) UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. NOTCHES, HOLES OR CUTS SHOWN IN DETAIL B/S700 ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER THE PRE-ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO THE BUILDING DEPT. AS A 5. USE (SPF#2) OR BETTER FOR ALL STUDS' IN THESE PLANS. MEMBER MODIFICATIONS ARE TO BE APPROVED BY THE STRUCTURAL ENGINEER. DEFERRED SUBMITTAL TO THE PERMIT DOCJMENTS. 6. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. 7. BEAMS AND HEADERS (SYP#2). WOLMANIZED PARALLEL STRAND LUMBER SHALL BE TREATED WITH CA-C PRESERVATIVE IN ACCORDANCE WITH EARTHWORK TESTIN2 8. LOAD BEARING STUDS, & EXTERIOR STUDS (SEE WALL SCHEDULE) MANUFACTURER'S REQUIREMENTS. MAXIMUM MOISTURE CONTENT AFTER TREATMENT AND DRYING SHALL BE 19%� IT IS REQUIRED THAT THE SITE PREPARATIDN & FOUNDATION CONSTRUCTION BE MONITORED BY THE GEOTECHNICAL 9. SUB-PURLINS, PLATES, BLOCKING (SPF #2) ENGINEER� OR! HIS REPRESENTATIVE. THE FOLLOWING ARE RECOMMENDED MINIMUM SAMPLING AND TESTING FREQUENCIES. PLYWOOD ROOF SHEATHING: K��FIELD ALTERATION 19/32" APA RATED PLYWOOD SHEATHING, 32/16 (EXPOSURE 1 ). CONTRACTOR SHALL CONTACT LOU ALL WALLS SHALL 13E BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, UNLESS NOTED PONTIGO 8 ASSOCIATES PRIOR TO AT LEAST ON E MOISTURE-DENSITY (PROCTOR) TEST, ATTERBERG LIMITS TEST AND PERCENT FINER THAN #200 SIEVE KN AN OTHERWISE ON PLAN. M I CG Y STRUCTURAL FIELD M�DIF �TINS WHICH MAY VARY TEST SHOULD BE PERFORMED PER EACH SOIL TYPE SUCH AS SUBGRAIDE AND SELECT FI LL. LONG SIDE OF PLYWOOD PANEL SHALL BE PERPEND11CULAR TO THE SUPPORT WITH THE END JOINT OF THE PANEL FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS-ANY SPRUCE PINE FIR h2 SPECIFICATIONS: Fb=775 PSI, Fc(PARALLEL)=z 1000 PSI, Fc=(PERP)=335 ;PSI, Fv=135 PSI, - Ft=350 ALIGNED WITH THE CENTER OF THE TWO ADJACENT- PANELS. (NO CONTINUYUS PANEL JOINTS). PANELS SHALL BE FIELD ALTERNATIONS MADE PRIOR TO IN STRUCTURE AREAS, AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 5000 SQUARE FEET OF SURFACE AREA BEING APPROVED BY LOU PONTIGO a PSI, E=1100 KSI CONTINUOUS OVER TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION 'SHALL BE 0.11 ,3x2Y2" RINGSHANK NAILS @ 6" JASSOCIATES MAY RESULT IN SHOULD' BE PERFORMED ON THE SUBGRADE_ SOILS, AND AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 5000 �DDITIONAL ENGINEERING OR i SOUTHERN PINE #2 SPECIFICATIONS PER LATEST SOUTHERN FOREST PRODUCTS ASSOCIATION (SFPA) O.C. EDGE 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPAC�NG TO 4" O.C. WITHIN 4'-0" OF ROOF INSPECTION FEES- SQUARE FEET OF SURFACE AREA SHOULD BE PERFORMED FOR EACH COMPACTED 8-INCH THICK LAYER OF FILL. TESTING EDGE). BACKFILL TRENCHES SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH --ACT WITH CONCRETE, MASONRY, OR SOIL, SHA i ANY WOOD IN CON _L BE PRESSURE TREATED. PER 8-INCH COMPACTED FILL THICKNESS. AT 25% OF ANY ISOLATED COLUMN FOOTING� LOCATIONS SUITABLE EDGE SUPPORT SHALL BE PROVIDED AS .RECOMMENDED BY THE 11AMERICAN PLYWOOD ASSOCIATION BY USE OF T METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE WITH T--IE MANUFACTURER'S INSTRUCTIONS TO DEVELOP THE PANEL CLIPS OR LUMBER BLOCKING BETWEEN JOISTS. PANEL END JOINTS SHALL OCCUR OVER FRAMING. PLYWOOD A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BEI� PERFORMED IN THE MAXIMUM PUBLISHED CAPACITY. PANELS SHALL BE BLOCKED WITH 2x4 (MIN� U.N.O.) AT PERIMETER OF ROOF AND AT DIRECTIONAL CHANCES. BUILDING AREA ON THE SUBGRAIDE SOILS, AND A MINIMUM OF AT LEAST FIVE (5) DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED PER 8-INCH COMPACTED THICKNESS OF FILL IN THE BUILDING AREA. TESTING OF ALL WOOD-TO-WOOD CONNECTIONS SHALL EMPLOY METAL ANCHO�S. NO TOE OR END NAILING SHALL BE PERMITTED BACKFILLED � TRENCHES SHOULD BE AT LEAST 1 DENSITY AND MOISTURE CONTENT TEST PER 100 LINEAR FEET OF TRENCH PLYWOOD WALL SHEATHING: (UON), EXCEPT FOR AT TOP AND BOTTOM PLATES IN WALLS. METAL CONNECTORS SHALL BE FASTENED IN ACCORDANCE — PER 8-INCH I COMPACTED FILL THICKNESS. 15/32" APA RATED PLYWOOD SHEATHING, '32/16. j _R'S INSTRUCTIONS TO DEVELOP THE PUBLISHED CAPACITY. ALL CONNECTORS SHALL BE G90 WITH' MANUFACTURE IT IS IMPERATIVE THAT A QUALIFIED FIELD TECHNICIAN BE ON-SITE DURING ALL SOIL PROCESSING AND PLACEMENT. GALVANIZED STEEL. ALL ANCHORS IN CONTACT WITH PRESSURE TREATED, FIRE-RETARDANT OR WOLMANIZED WOOD PANELS SHALL BE ORIENTED WITH LOING SIDE PERPENDICULAR TO SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED MAY BE COATED WITH G90 COATING. SHALL BE COATED WITH G185 ZINC COATING. ALL OTHER ANCHORS WITH THE CENTER OF THE TWO ADJACENT PANELS �NO CONTINUOUS PANEL JOINTS). THE FIRST 4'-0" OF SHEATHING AT CONCRETE TIESTIN THE FOUNDATION SHALL BE ZIP PANEL 'TYP. THROUGHOUT. MINIMUM SIZE OF CONNECTION SHALL BE 8d COMMON NAILS T�+EFt'M5WIT`1G TESTS AND SUBMIT TEST THE QUANTITY OF 'NALL STUDS DISPLACED OR CUT FOR AN OPENING SHALL BE PLACED ADJACENT TO AND ATTACHED OWNER WILL EMPLOY AN INDEPENDENT TESTING LABORATORY TO PERFOR,M TO WOOD. MAXIMUM SPACING OF CONNECTIdN 6" O.C. EDGE 6" O.C. FIELD. SEE PLAN FOR INCREASED TO JAMBS, HALF 0\1 EACH SIDE OF THE OPENING. REPORTS ON CAST-IN-PLACE CONCRETE: NAILING REQUIREMENTS AT SHEARWALLS. -AS TM I C'1.43 ."STANDARD TEST METHOD FO� SLUMP OF PORTLAND CEMENT CONCRETE." SLUMP SHALL NOT EXCEED LIMIT WHERE CONNECTIONS ARE NOT SHOWN ON THE DRAWINGS, COMPO( WITH NAILING SCHEDULE . IN THE BUILDING CODE. FLOOR DECKING: 4" ALL NAILS AT NON -AIR CONDITIONED/HEATED AREAS SHALL BE GALVANIZED. U 4< INDICATED ON APPROVED MIX DESIGN, OR 6" (WHICHEVER IS SMALLER) 23/32" APA RATED TONGUE AND GROOVE FLOORING: 24" O.C. SPAN RATING. TOE NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES TO THE PIECE AND BE STARTED AT 1 /3 THE NAIL LENGTH T Uj .ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." CYLINDERS LONG SIDE OF PANEL SHALL BE PERPENDICULAR 11_0 THE SUPPORT WITH THE END JOINT OF THE PANEL ALIGNED WITH FROM THE END OF THE PIECE. I SHA LL BE TAKEN FOR EACH MIX DESIGN USED, AND FOR EVERY 50 CUBIC YARDS OF CONCRETE PLACED. TEST THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE CONTINUOUS OVER C) U CYLINDERS AT THE FOLLOWING AGES: TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 10d COMMON NAILS TO WOOD, MAXIMUM SPACING OF ALL BOLTS SHALL 13E FURNISHED WITH STANDARD NUT WASHER. FASTENERS IN CONTACT WITH TREATED WOOD, , I INCLUDING BOLTS AND NAILS AT SILL PLATES SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL IN CONNECTION SHALL BE 6" O.C. EDGE & 6" P.C. FIELD. DECKING t)MALL ALSO BE GLUED TO THE SUPPORTING MEMBERS. CYLINDER AT 3 DAYS, I CYLINDER AT 7 D YS, 2 CYLINDERS AT 28 DAYS -OR- HOLD ONE RESERVE CYLINDER TO BE ACCORDANCE WITH REQUIREMENTS OF SECTION 2304.9.5 OF THE [3UILDING CODE. TESTED AS 'REQUESTED BY THE ENGINEER. IF REQUIRED 28 DAY STRENGTH IS ACHIEVED, THE RESERVE CYLINDER MAY BE PORCH CEILING SHEATHING: DISCARDED. 31a" (OR GREATER) OSB OR PLYWOOD Uj ALL NAILS TO BE G90 GALVANIZED (G185 GALVANIZATION FOR NAILS IN CONTACT WITH TREATED WOOD). COORDINATE ALL CONCRETE TESTS INCLUDING AIR CONTENT, SLUMP, AND TEST CYLINDERS SHALL BE TAKEN AT THE POINT OF BLOCKING LOCATION WITH SHEATHING EDGES AS REQUIRED. ALL NAILS SHALL BECOMMON WIRE NAILS. LONG SIDE OF PANEL SHALL BE PERPENDICULAR TO THE' SUPPORT WITH T I�E END JOINT OF THE PANEL ALIGNED WITH CID DISCHARGE AND FROM THE DISCHARGE END OF PUMP HOSE WHEN CONCRETE IS PUMPED. THE CENTER OF THE TWO ADJACENT PANELS (NO CONTINUOUS PANEL JOINTS). PANELS SHALL BE CONTINUOUS OVER MULTIPLE STUD OR SOLID COLUMNS SHALL BE CONTINUOUS FROM FRAMING LEVEL, WHERE SHOWN, TO THE FOUNDATION. > POST-IN STALLED ANCHORS IN CONCRETE THIS WILL REQUIRE SOLID BLOCKING WITHIN THE FLOOR FRAMING EQUAL TO THE COLUMN DIMENSION. UNLESS TWO OR MORE SPANS. MINIMUM SIZE OF CONNECTION SHALL BE 8d' COMMON NAILS TO WOOD. MAXIMUM SPACING OF CONNECTION SHALL BE 6" O.C. EDGE & 6" O.C. FIELD. V EXPANSjON ANCHORS AS SHOWN ON CONTRACT DOCUMENTS SHALL BE HILTI KWIK BOLT 3 ANCHORS MANUFACTURED BY HILTI OTHERWISE FASTENED, CONNECT COLUMNS ABOVE AND BELOW EACH FRAMING LEVEL WITH 'SIMPSON CMST14 STRAP FASTENING SYSTEMS, WEDGE-ALL ANCHORS MANUFACTURED BY SIMPSON STRONGTIE COMPANY, POWER-STUD ANCHORS (WITH NAILS/LAP ABOVE AND BELOW FRAMING LEVEL PER STRAP SPECIFICATIONS) AND ANCHOR COLUMN TO ry METAL CONNECTORS AND FASTENERS MANUFACTU,RED BY POWERS FASTENERS, TRUBOLT WEDGE ANCHORS MANUFACTURED BY ITW RAMSET/RED HEADIOR FOUNDATION WITH 'SIMPSON HTT16 HOLD-DOWN w/ 5/8" DIAMETER x 6" EMBED, DEPTH EPDXY ANCHOR. I AP O'ROVED ' EQUAL. INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE ALL EXPOSED METAL STRAPS AND HANGERS SHALL��BE STAINLESS STEEL. ',SIMPSON PRODUCTS SHALL BE ZMAX GALVANIZED. PER MANUFACTURER'S REQUIREMENTS UNLE_SS NOTED OTHERWISE. MULTIPLE STUD PACK COLUMNS SHALL BE CONNECTED LATERALLY TO ONE ANOTHER PER DETAIL INDICATED HEREIN. HANGER AND STRAPS INSTALLED OVER ACQ OR ACZE PRESSURE TREATEDiLUMBER SHALL BE STAINLESS STEEL. CT DOCUMENTS SHALL CONSIST OF AN ALL-THREAD GRADE 36 STEEL ANCHOR MINIMUM CONNECTIONS SHALL BE AS FOLLOWS (UON): ADHESIVE ANCHORS AS SHOWN ON CONTR i I WITH HY150 MAX INJECTION ADHESIVE (HIT HY20 INJECTION ADHESIVE FOR MASONRY CONSTRUCTION WITH VOIDS) SUPPLIED BEAMS - '(1 ) SIMPSON HTS16 EACH END TYPICAL. ALL EXPOSED WOOD FASTENERS SHALL. BE STAINLESS STEEL. 7ENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON STRONGTIE COMPANY, EPCON G5 B Y: �H I Lfi: F A S' BEAM TO POST - CMST14 STRAP WRAPPED ACROSS TOP OF BEAIA END AND DOWN POST WITH NAILS/LAP ON TOP OF FASTENERS INSTALLED INTO ACO OR A,CZE PRESSURE TREATED LUMI ' ALL BE STAINLESS STEEL. EPDXY, ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. INSTALL IN ACCORDANCE WITH THE BEAM AND DOWN POST AS SPECIFIED FOR STRAP. 3ER S MANUFACTURER'S RECOMMENDATIONS. MINI\AUM EMBEDMENT SHALL BE PER MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. WALL SHEATHING NOTED ON STRUCTURAL DRAWINGS OR SCHEDULES SHALL BE ATTACHED DIRECTLY TO THE FACE. OF FRAMING MEMBERS. SEE ARCHITECTURAL DRAWINGS FOR ALL NON STRUCTURAL SHEATHING REQUIREMENTS. ADDITIONAL SHEATHING REQUIRED BY ARCHITECTURAL DRAWINGS SHALL BE ATTACHED TO THE OUTSIDE FACE OF STRUCTURAL SHEATHING. DESIGN WALL FRAMING MAY BE PANELIZED (WITHOUT GYPSUM WALLBOARD OR SHEATHING). SUBMIT PANEL DRAWINGS FOR REVIEW. I CRITERIA TIMBER FASTENING SHALL BE PER FBC "MINIMUM FASTENING SCHEDULE" UNLESS NOTED AS GREATER ON DRAWINGS. AND CONNECTORS TO 817 SIMPSON OR APPROVED ALTERNATE, WITH MINIMUM CAPACITY AS NOTED. SEE PLANS. GENERAL ALL NAILS SHALL BE COMMON WIRE NAILS. A NOTES ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOLDOWNS, ETC. SHALL BE MANUFACTURED BY "SIMPSON STRONG-TIE" DO NOT SCALE DIMENSIONS FROM COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBE:� OF FASTENERS SPECIFIED BY THE MANUFACTURER THE�E DRAWINGS.IF A DIMENSION 15 SHALL BE USED UNLESS NOTED OTHERWISE. UNCLEAR REFER TO THE A�HITECTUPAL DRAWINGS OR CONTACT THE E.0-P. BLOCKING AND FIRE-STOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, PLAIN NAME RES BETWEEN CEILING AND FLOOR AREAS (AS REQUIRED BY BUILDING OFFICIAL AND ARCHITECT). I SIDENCE D�SIGN/DRAWN/CHECKED BOLTS (IF APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1 /16" LARGER THAN THE DIAMETER OF THE CS / WAC/LAP 'BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT STEE-L WASHERS UNDER HEADS AND NUTS. NUTS SHALL DATE BE PULLED TIGHT AND AGAIN CHECKED AND TIGHTENED JUST PRI R TO ENCLOSING BOLTED MEMBERS. COUNTER BORE 09.27.17 FOR BOLTED HEADS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS AND THEN TO SUFFICIENT DEPTH TO SCALE HOUSE THE BOLT HEAD OR NUT AND WASHER. CUT OFF EXCESSIVE BOLT PROJECTION WHERE NECESSARY. NICK AS NOTED THREADS TO PREV NT LOOSENING. LPA No. STAR-17-00820 ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE i CONTROL No. PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESER\ED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL SHEET ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS OFFICE COPY fH P DR 0 FESI GN C ��HE S Ij j 7-y( LLJ Lf Hl LAFROM 0' Sj Ej 'ON 15 E 'S OR SHALL BE STAINLESS STEEL. so.] � SHEET 2 OF9 SYMBOLS LEGEND DESIGNATES FOOTING LINE DESIGNATES SAWCUT'LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS o u Pontigo and Associates, Inc. 420 Osceola Avenue EXISTING STEMWALL jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 --MAI RI- 3 F L: CA# 8344 SC:CA#3579 S1.01 L 1, p E Ir----------- 4� E 7 ^3 A��.o 1 No 53311 4� 4 �4 r 4 OF % A- 7' A 4 4 PHASE 2 UNDER '4 4 4 4.. SEPARATE PERMIT A' .4 4, 4 L u i s A Pontigo, P E I It F L P E#5 3 3 11 44� 4 rWVISIONS DATE**) ING FOUNDATION A A -4 ..4 TO REMAIN 4 -4 4 L 4 'A 4' ..A 4 4 F C, 4� 4 OVERPOUR TO 4,4 4 M �IELD ALTERATION -4 TCH HIICUSE FINISH E A. CO�TRACTOR SHALL CONTACT LOU F OR S�AB. P N IGO 8 ASSOCIATES PRIOR TO '�A T KING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY t FROM THE INTENT OF THE ORIGINAL. 41 CONSTRUCTION DOCUMENTS.ANY 4 FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO a ASS 4 4 4 . 4_ L �77. 4- LOW PLANTER WALL BY E IT + BUILDER. SEE ARCH 4 FOR DETAILS 4" BREAK AWAY CONIC. SLAB. CUT .j SAWCUTS IN SLAB PER DETAIL 2/S1.01 F 4 A� 4 m 4" BREAK AWAY i ua tu NJ' 4 SLAB. CUT LI S CtJ-_fS I N SLAB 'A 4 PER DETAIL 2/S1.01 > S1.01 �4 .4 J.' U, 6x6 SYP#2 POST, SEE DETAIL 4/ (4 PLACES) w-1 ^5 LIJ '4 �Si.o) .......... 7= F ! (7=1 0 p� 4 A �4 n 4 4 4 Ld LOW PLANTER WALL BY BUILDER. SEE ARCH 4 4 __j FOR DETAILS L >1 4< F-1 �j 4 F15 4 7 4 4 t F2.5 FOUNDATION PLAN OFFICE COPY DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION Is 1 UNCLEAR REFER TO THE A�CHITECTURAL DRAWINGS OR CONTACT THE E.O.R. INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS PLAN NAME HAVE BEENbBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF RESIDENCE DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR DE�SIGN/DRAWN/CHECKED STRUCTURE& THE ACTUAL AS-BUILT CONDITION FOUND IN THE FIELD MAY FOUNDATION PLAN CS / WAC/LAP VARY FROM "INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SCALE: 1/4" V-0" DATE SHALL VERIFY ALL EXISTING CONDII IONS AND NOTIFY ENGINEER IN WRITING 09.27.17 BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR SCALE DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR AS NOTED ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY LPA No. DAMAGED EkSTING STRUCTURAL M�EMBERS DISCOVERED DURING STAR-17-00820 CONSTRUCTION. THE CONTRACTOR!, SHALL PROVIDE ALL TEMPORARY -ROL No. CON] BRACING/SRORING, TEMPORARY SbPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL SHEET DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING �A_ C�/Cm A LO Uj JA FJR SIGNS OM E� DIMENSION'S To THE I WIN So LA A OR G R E I NFOR� rHAVE I CONSTRUCTION ARE THE SOLE REIPONSIBILITY OF THE CONTRACTOR. SID �ISHE�ET3�OF9 �II EXISTING BEAM TO E G REMAIN R I I , Lou Ou Pon t1` 3 o and Associates, Inc. i I FASTEN DOUBLE TOP I WOOD POST I I 420e l Oscoa Avenue u PLATE TO BEA w Y x6 2x.6 :.ELEVATOR PER PLAN. l a , beach, Florida 32250 .SDS SCREWS Q 6 0.C. 9 4 O8 fax.24 -9557 PIT DIMENSIONS AS 1 SHAFT WALL. Ph. 2-0J REQUIRED BY ELEVATOR TOR FL:1 A# 8344 SC.CA#3579 NEW "INFILL" W LL MANUFACTURER I FRAMING 2—#4 m , CONT. CONCRETE STAND—OFF PAD TOMJ MATCH ABU66w 5 s ILIiI. ..THREAD EDAR0 ND PERIMETER. ARCHITECTURAL COLUMN MS. FOR OD EPDXIED w 6 EMB E D ..�. t ., BOXCOL W 3 HAIRPINS AT EA. I R„ �� r � NEW CONC. e f 1» DEEP SAWCUT SLAB ON GRADE DOWEL INTO CORNER 8 #3 CLOSE TIE AT TOP SEE PLAN EXI TING DEPTH AS OVERPOUR w ELASTOMERIC MWA L 6 FOUNDATION 316x3„ -41 1 bFASTEN BOT. LSEALANSTEREQ 8MIN N EXISTING SLABTACONS � 1 » O.C. 14 ON r fzfN A wr.akw_F ., 5oN GRADE w M L 4 { d t a } NOTES. d i /t _ �CONC. OVE POUR 1l PROVIDE SAWCUTS T0 ' CREATE • - • BI R-EA KAWAY EXISTING • 4 • • APPROXIMATE 5 X 5 MAX. SQ STEMW LL . GRADE SEE A L II Is t Ar .f,iiL161D7Wnti�3. t i'N o PE 2 SAWCUT CONC. SLAB WITHIN 4 TO PLAN i I • r •> FL ('E#53311' 12`HOURS OF CONCPLACEMENT. » , a 12 DEEP CONCRETE w 4© 12 FOOTING. REVISIONS DATE 0.C. E.W. 0P & BOT. F __ _...._..�..�_� CONIC N C 00 TI N G - I 1 I I SEE PLA I EXISTING FOUNDATION I TO REMAIN I i i 1 2 3 4 �� SECTION SAWCUT DEATIL ELEVATOR S U V TOR DETAIL ELEVATOR DETAIL MELD ALTERATION _ . ERA ON GALE. 3 4 1 0 GALE 3 4 0 S SCALE: — _ �01 � � S1.01 — S1.01 SCALE. 3 4 1 0 SCALE. -3 4 1 0 CPCT GO b A HALL CONTACT LOUS CO C P NT GO fi ASSOCIATES PRIOR SSOC S R OR TO M KING.ANY STRUCTURAL, FIELD MDIFICATID FR N WHI. H M S C AY VARY M THE INTENT OFTHE:ORIGINAL WOOD POST I g CONSTRUCTION DOCUMENTS.ANY NATION A PER PLAN. FIELD ALTERNATIONS S M DE PRIOR TO BEING APPROVE[)BYLOUOUP ONTIGO& 'ASSOCIATES MAY RESULT ULT I N ADDITIONAL ENGINEERING OR i INSPECTION FEES. I 5 ABU66 w THREADED, / s � I ROD EPDXIED ,w 6,, EMBED I rL el , . I 4, _ r , LL - I 1 #4 CONT. NEW BREAKAWAY n �� ` � CONC. SLAB _.._...._. LLQ UJ w I I I , EXISTING J STEMWALL.L. GROUT I. ALLC ELLS SOLID Lli aLIJ �... I t ar 1 i I W I I v / > I ; W I i 5 T ELEVA CSR DETAIL S1.01 SCALE. 3/4” 1 0 I I I I'� I I I ' I I I I I L I I i I I FOUNDATION N L _ ! DET I I AILS I i I_ I I ( I _ I pO,NOT SCALE DIMENSIONS JFROMTHESE DRAWINGS.IF A DIMENUNCLEARREFER TO THARCHITECTURAL DRAWING CONTACT THE E.O.R. PLAN NAME { I RESIDENCE DESIGN/DRAWN/CH ECKED” ICS WAC LAP DATE 09.27.17 SCALE AS NOTED I f LPA No. I STAR-17-00820 CONTROL N [IOL No I i I _ I SHEET I _ OFFICE ICE. COPY , I S1 . 01 . I i H 4 I S OF I EET 9 I I� D SYMBOLS LEGEN , . k -• r � - INTERIOR BEARING r. r DESIGNATES ES GNATE5 SHEA WALL. THE HIDDEN DEN I I LINE DESIGNATES SIDE OF WALL , THE i SH ARW E ALL SHEATHING TO BE APPLIED. -. r SW NAILING.. 8d @ 3 DESIGNATES 8d COMMONS @ i Sd @3 6 „ ou l'onxt o and I g 3 O.C. EDGE & 6 O.C. IN TH , E I I FIELD I Clates, Inc. m I DESIGNATES NAT G ES THL NUMBER OF PLY'S OF 1 1420 Osceola Avenue _ HEADER HEADER SI , , ZE & JACK KING 2 2x8 1 2 , INFILL WALL II STUDS NEEDED FOR HEADER OPENING. Jax, Beach Florida 32250 I , FRAMING I Ph. 42 0908 Fax.241-9557 FRAM FL. CA'# 344 I BEAM_OR TRUSS SEE PLAN , 8 SC:CA#3579 I , I „ l I, i , t WALL STUD SCHEDULE , I I PLATE STUD:SIZE - LOCATION T P I" J , I HEIGHT & S ACI NG I it t s ,4 8 f ..i,.. $F 5 i 1 I \ J T j/ f " 2 10 1' I , , I- 9 i r - ----•-----:_.. 2x4 SPF P , 76 O.C. f , EXTERIOR 4 p!i ,r. � MAX +- �1 r f „ t r k X11. I 2x6 SPF @ 6 O.C. or ar � I 10 1 0 I, EXTERIOR_ co 7I J , : a ! F / MAX 2x4rSP 2 @ 72 O.C. N r f Al, # r r - 0 7 TO ,; N , F r r EXTERIOR 2z6 SPF#2 f / ,; @ 16 O.C. .. i a.. . I Ln , r` ., FA 'TEN AT X I 6SP2 OS r . r ! N x6 1 / 0 r 22 .. �. , INTERIOR 2x4 SPF#2 @ 76 O.0 ,. € 5 # MAX 9 « .BAS 'TO ON I f 1 r id F Y N k SPF 26 2 @i6 0. . , C 1 5 • �. P �I E � 2 0 se s : R AD R0 E D H E INTERIOR I 9 MAX x4 SPF#2 @ - ,� 2 12 O.C. 4 \ rn �^y > o a I d i T w S RAP HEADER T • „ . J' � NQ STU 1'ES. 2 UNDER i PHASE _ :e_.--.__---. , I � 1. WALL STUDS SPECIFIED ON PLAN SUPERSEDE 4 E LA S E SEDE THIS TA POSTS w 2 MSTA2 BLE ) \ � r V /( XIS M i 0 EXISTING A I _: r I f SEPARATE PERMIT ; STRAPS TYP . � 2. MINIMUM STUD SI A P M t / SIZE NO SPACING ARE SHOWN. a REMAIN. I J I / CONTRACTOR MAY INC I s 0 Y REASE STUD SIZE TO MEET. : L Is A. Pontr o PE u , 3 J Q 4 ARCHITECTURAL REQUIREMENTS. , 0 �S' I FL RE#533] 1 J ! , i 3. ' SPF DENOTES SPRUCE :PINE FIR...SYP DENOTES SOUTHERN W YELLOW PINE. I X N I' REVISIONS DATE' ' 4. USE SYP 2 FOR ALL TOP PLATES AND SOLE PLATES. 6 P 0 S W t3 U C3 , , / to , I » . N 5. FASTEN BOTTOM PLATE OF INTERIOR LOA BEARING Q D BEA G WALLS AT AS w T REA D B / / � TO CONCRETE SLAB w 16d'MASONRY CUT NAILS @ 76 O.C. I W MINIMUM. E R ADDITIONAL NC r` D OXI D 6 X U SE 2 52.0 FO DDI IONAL A HORS AT , I SHEARWAL S ]�� < L NEW 1NFIL WA ryJ FR I : AMIN SE DET L N GENERAL NOTES I , I, 1 51.01 T w r I > I r rr l ) / 1. SEE DETAIL FOR WALL FRAMING DETAIL. E 1 S2.0 A E I H 6 , SEE WALL STUD. SCHEDULE THIS SHEET FOR STUD _.. SIZES AND SPACING. AT GIRDERS AND BEAMS ' , L I R , —t" ---, PROVIDE STUDS BELOW TO MATCH 'BEAM GIRDER f , L BEAM/ GIRDER ALTERATION. f I r 1 1 i , PLIES.' : I f I I I , CO TRACTOR SHALL CONTACT LOU. , / I I , P NT ASSOCIATES PRIOR T N L R ND FLOOR O GO& SSOC S R OR O 2. SEE SHEET FOR OOF A , S0.0 I 6 S 2 OS FA EN T t I : M K G ANY STRUCTURAL FIELD 0 X I ,- SHEATHINGSPECIFICATIONS. : , i FIC TI 'WHICH MAY V , 1— r� DI A DNSVAR 5 N , t I , I. I FMR M THE INTENT OF THE ORIGINAL AS TO ONC w T4 / �• � ID R I , CONSTRUCTION DOCUMENTS.ANY T, F MULTIPLE r . . 3_ WHERE FRAMING MEMBERS CONSIST 0 LE , _ HR D R0 EPO 1ED i f E I FIEL ALTERNATIONS MADE PRIOR TO I , PLIES.`(BEAMS,;HEADER AND_STUDS FASTEN PLIES — , BEING APPROVE[)BY LOU PbNTIGO fi I f , , ASSOCIATES A RESULT IN ( , TOGETHER PER'DETAIL 4/S2.0 C ESM Y i I , f r I ➢ ADDITIONAL ENGINEERING OR _1 INSPECTION FEES. R ..DETAIL > 4: INSTALL SOLE PLATE .ANCHORS PER, , L 52.0 , F-BR-�S-TR I— n , / V /,STEN HEA ER 0 FA E ti r I _ �71R E DETAIL 1/S1.1 __ --- 0 OATI w T w D L 2 _ i E 0P 0 �D 6 :BEAM I a , TYP CONNECTION r NI . I L r , N ._ I, LL T CTO TO 1 I �� ✓ , ;N _.. { EXI 1NG / 2)2) 1 _ / >.. ,�" � , `� STRAP BEAMS TO H DE TO JPP W I I > 1 POST w 2 MSTA24 , , /O E A �A 0 } J r f r C r I , P Y I r STRAPS T P , > r , AMS. TO STRAP BE , ➢ c\f J O , I MSTA 4 , POST w 2 , 6 21 > 1 J , , I I - _ _ MAX TYP . r APS I STR I , DB TOP I L NOTCH HEADER , r I T Uj ' t , , , , PLATE i L TE r I _ BE OW TOP PLATE I. , L LA E T > : I• i1i I C , m , I ,® I , r N£W 6x6 SYP 2 POST o 0 , 3 f ._. r.. _�_. PORCH I I r I , w ABU66 w THREADED 8 _ I , » o HEADER V 1 , 8—G UN 8 UN N I L I r , , I A S I h , R � i� �� OD EPDXIED 6 MIN I SIJ o0 , SEE PLAN; , W F , LLJ I , I , ' FULL ' ' IG ANCHOR E HT :;OR , j�f I , ---. Iii. n DTT2Z HOLD OW 3 D N AT BASE _+ N, m / - I W � MIN. 2 x4 W 2 00'D OF POST. C 1 S 8 � BASE IF I ( ) o � , J N POS BELOW.6x6 SYP 2 P '1 L & 1 ADJ. ,-�, PORCH IS 2ND. LEVEL. T AIL 4 S1 � ;�' ,/'! N 0 PORCH HEADER. ' SEE DET !. , .OPTION A I LAC M 4 P _ .._. 1. , , ISTI G H SE SI I R E I N LL I , _t , _ , I ST I L Al 0 , 2 FOLDED OVER . TOP o, , , , , , I I f , , OU I D BLE TOP P ,. LATE , PLATEw 5 NA x _. I w/5-10d ILS , N , _ CONTINUOUS OVER - 7 R , U _ INTO_-_ , 0 TOP PLATE 5 10d I » -�-�- HEADER NAILS INTO 6 0 BEAM SPACE , I _ STI ALL : MAX © 48 O.C. OMIT IF WALL G 0 SHEATHING IS INSTALLED / L I 1. 1. REMAIN I — _ ON 'FACE OF AM x�0 BE I Ll 2 2x12 �II O I I I oo I I o0 I, NEW 6x6 SYP 2 POST 8 GUIN o A POSED METAL 5 ,, ALL EX SE DETAIL 1 S1.1 FOR NAILS I E � w ABU66 w THREADED //s I I FASTENERS SHALL BE FULL HEIGHT ANCHOR R I BEAM CONNECTION TYP ROD EPDXIED 6 MIN O I STAINLESS STEEL DTT2Z HOLD :DOWN AT BASE OF POST. 1 I CS 8 C�? BASE 1F MIN. (2)2x4 WOOD L ( � 1ST LEVEL PORCH IS AT 2ND LEVEL. !, BELOW. & 1 ADJ.I - OPTION B � ) I ' TO PORCH HEADER. WALL I I I I FRAMING 1 TYPICAL POCH BEAM CONNECTION PLAN GALE. 3 4 1 0 51....1 / I I ' ICS COPY OFF I DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS I, UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR i CONTACT THE E.O.R. I, , INFORMATION SHOWN OWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS PLAN NAME' I , HAVE BEEN THIN I EE OBTAINED BASED ON AVAILABLE SOURCES A ES T .THE TIME OF I I � RESIDENCE MI PLA FIRST LEVEL WALL FRAMING I DESIGN INCLI�DIN A ; `DES G ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR DESIGN/DRAWN/CHECKED , ,. T „ 'STRUC URES.. THE ACTUAL AS BUILT CONDITION -FOUND 1N THEF Y SCALE. 1/4" — 1 0 FIELD MAY CS WAC LAP VARY FROM FORMATION INDICATED IN THESE ESE DRAWINGS. CONTRACTOR r DATE NOTES: I FRAMIN N ' SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING 9. 7 17 TYPICAL 'WA FRAMING SEE DETAIL 1/S2.0 0 2 . 1. FOR C LL R BEFO E .BEGINNING NEW CONSTRUCTION N OF ANY INTERFERENCES AND/OR T PER.4 S2.0 / SCALE AM A E FASTENED E 2. ALL BUILT-UP POST HEADERS & BEAMS SHALL DISCREPANCIES THAT , � MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ` AS'NOTED ACTUAL FIELDCONDITIONS. I CONTRACTOR SHALL REPAIR .REPLACE ANY � / I LPA No. DAMAGED D E STRUCTURAL DL MEMBERS DISCOVERED DURING r r tSTAR-17-00820 ` I , CONSTRU TI , . THE R C ON E CONT ACT R 0 SHALL PROVIDE 0 DE ALL TEMPORARY CONTROL No. BRACING/SHORING, T TEMPORARY E RY SUPPORTS AND OTHER OTHER ER SUCH ITEMS OR Q ER MEASURES NECESSARY TO PROTECT THE T E E S RUCTURE AND ANY PERSONNEL ERSON H EE1 5 DURINGCONSTRUCTION. SAF F D SAFETY THE STRUCTUREN : Q AND PERSONNEL DURING CONSTRUCTION ARE THE SOLEPO I I F RES NSIB L TY 0 THE CONTRACTOR. I ` : 51 .1 I i.. SHEET5 OF I 9 : I j , I I IIr-SYMBOLS LEGEND , . �. I 2. H 5T - DESIGNATES UPLIFT CONNECTION R F AMING PLAN � . . TF.� 1- FOR TYPICAL ROOF AND FRAMING, e .. _ SHEET' 50 0. r I 2. FOR SPECIFIC C UPLIFT CONNECTORS, SEE PLAN. MIN. 1 H2.5T CONNECTOR. 0 . ; I 3. FOR O U GENERAL DESIGN P o n T t O a N SPECIFI SE and {{ CATIONS E SHEET SO .0. 3 4. FOR -. TRUSS UPLIFTS UP TO 2200 LBS,..CONTRACTOR COR. A 5S OClI I aces nc. I MAY FASTEN TRUSS TO THE FOUNDATION I w/ QGT I PER _I_ w/QT Q MANUFACTURER'S SPECIFICATIONS: 5. , WHEN USING 142 2 H2.5T CLIPS ON 1 WIDE 0 Osceola Avenue � ) /z LUMBER PLACE CLIPSIAC D ONALLY ACROSS DOUBLE TOP PLATE a I I I I FROM EACH OTHER. h1. 4Bea c hr Florida 250 EXISTING FLOOR TRUSS P 2 0X08 Fax.241- 9557 i FL A# C 8344 S A# L 1IT- � I LAYOUT CONTRACTOR I c..c 3579 I S TO 'VERIFY 1.2, I I I BOX BEAM AT FLOOR ,R II 1I hI IIha1IlDESIGN , / III6 T-- I DESI N INCLUDING A SSU MPTIO N S B A< S E` D ON EXPERIENCE WITH SIMILAR TI v1 :!�q : �, � �u _ 04 �Tw ! f fINFORMATION SH N 0N THESE D AWINGS REGAR REGARDING EXSTINGCONDITIONS DETAIL 1 S1.2 r HAVE BEEN OBTAINED BASED ON AVAILABLE AT THE TIME STRUCTURES.' THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY N q. d W�. . e a E VARY FROM i 1 J � I INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR AGTOR SHALL VERIFY EXISTING CONDITIONS AND NOTFY ENGINEER IN G, � b e.� �N L r , I,I'Ili s, , _ II,IrIF_z n aLtIIIrf,It1, , 3 r, t1iIiI 3rJ. .I�,GiIIi, 1IIrIIIIIrirI Ia,_• ,,.,./...r,..,Ir• . -f!III4.IIrIr.rIII.r. r, f ,r � s I r<SJ ` E , L /I t1LIIIII iI�lII II J_✓'', I F/ _ . ,ir 41 N/ s /r _E III!I _I r T, /{ � 1 SE/I i r/Tr/'fO/_/,JII1III e �r r / r/III1 r /Jr f i�1e J / Id , >srrJ / � � , /IJ,1s3�II r � , r , 1 J /I,iiII I3 If,II IiILIII�I , E ..�_.` ... ._ r: I1IIIIIIuI lIII1IIIII lIII1IIIIuI iIEIIIII r.,,rr,,..rrrrr,rr,,;r;r.rIr,rrr .N . . `r _ _....fi . SriiI,sII3i, . -. -� ,! BEFORE C R E P ABN;E� CG iIEwN.yz.._ < > S N I NT HGNEW MW .IGC H OT NSE _TX R.I S UTC IiIIIIIIIIi i III iIICII iIIIIjIIiIIiI i T._ B I EO TN. W OF EFN_ A TN H Y: INTERFERENCES T ERF W R E N C ESA A N.D ` 0 RE IN F OR OR .'WrC.Lte_.�.rIII,III i II 1i;,rII1;, IL,I,I - ce �qg l I r 7 «, � t P � 4 –LE DISVAR. IST R PHASE 2 UNDER f YS ACTUAL FIELD CONDITIONS. CO TRACTOR SHALL REPAIR/REPLACE CE ANY �� L A 0 , _ aSEPARATE PERMIT DAMAGED EXISTING STRUCTURAL DISCOVERED DURING LLIs A. 'o r n tl q 3 Ls o qq R ,. _ b a PT o E EC0 CONSTRUCTION.0�. THE CONTRACTOR' SHALL PROVIDE ALL TEMPORARY FL PE#53311BRACING SH RING> TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY T0 PROTECT THE STRUCTURE AND ANY PERSONNEL VISIONSDANE PEG 0 DURING CONSTR CTION. SAFETY IF THE STRUCTURE AND DURING JTbR AXIS G 0 CONSTRUCTIONARE THE SOLE RE PONSIBI I Y 0F THE CONTRACTOR. , TOR LL "YS M AL FIELD ALTERATION CORACTOR SHALL CONTACT LOU U N CO&ASSOCIATES PRIOR TO MAKING STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO O BEING APPROVED.BY LOU P NTIGD'& ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR NSPECTION FEES: TRUSS ROOF RAFTER NOTES. STRAPPING NOTES r i:W LjL 1. STRAP TRUSS S AND ROOF RAFTERS TO BEARING rEXISTING DECK WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT , , I, JOISTS TO REMAINSTRAP UNLESSOTHERWISE NOTED . x REM ALL EXPOSED METAL FASTENERS SHALL BE. F. ZSTAINLESS STEEL 2x8SYP2ROOF RAFTERS @24 O.C. . NEW DECK Uj i I _ BEAMS NIr LIJ 2x SY 2 DG ST O LL , NEW DECKING ILIJ W/ 10 ? 1 0 PER ARCH 000 ON IA x 1 ---------------- i::km ................. 2 2x12 7 EXISTING WALLINSTALL NEW Y2 x4 -0 i9 FRAMING C X PLYWOOD GUSSET EA. S2.0 EATING TRUSS I SIDE 0F FLOOR TRUSS. FLOOR AND TO TRUSS MEMBERS BOT. PLATE TO ANBSHEATHING BOX BEAM w/2—ROWS To , E REMOVEDLOW�0.113x2 > @4 ROOF 2"x5" LAG OF SCI 12 O.C. fFRAMING -------------- — � ' m III . , T ` ` . `IIIj jI � A A , r1 ry - I - Ir.. : L- A N -- ,LVL BOX AM DD NOT SCALE DIMENSIONS S IO N S F R OM THESE DRAWINGS.IF A DIMENSION I s TOP & BUNCLEAR REFER TO THESCRIBE CHITECTURALDRAWINGSORw 2x6SPF 2 PLATE � 2x4 SYP 2 CONTACT THE E.O.R. PLAN NAME FASTEN DOUBLE TOP RESIDENCE PLATE TO BOX BEAM 7EXISTING FLOOR D SIGN/DRAWN/CHECKED w/2—ROWS OF 2x62 TRUSS CS WAC LAP 2x4 SYP 2FL00 AND LOW ROOF FRAMING LAN LAG SCREWS � 12 0. . DATE SCRIBE i 09:27.17SCALE. 1/4" 1'-0" SCALE NEW EXIS ,NOTE. TING 2x� SYP 2 VERTICAL EA WALL FRAMING AS NOTED 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2 12dT0ENAILS AND WALLFRAMING SHEATHED LPA No.CONNECTOR, SEE PLAN. PER PLAN TRUSS. FASTEN STAR-17-00820 W0.113x2 @4 O.C. CONTROL No. RU5S REPAIR AT ELEVATOR SHEET �-2 SCALE. 3/40$ — 1 0 OFFICE COPY I 51 .E I SHEET OF 6 9 I I I MBOLSD LEGEN , " i I /ZZ , .. INT A INTERIOR BEARING WALL. v- F s _ ..._.... . DESIGNATES � HEARWALL THE HIDDEN _ ===---`=--- LINE DESIGNATES - SIDE OF WALL THE _. SHEARWAL L SHEATHING TO BE AP I PLIED SW NAILING. 8d @` DESIGNATES 8d C � COMMONS @ , 8d@13"/6" 11 0 U P tl o and d 3 O.C.`EDGE & 6 O.C.0 C "IN THE 3 FIELD" �Associates, Inc. I: DESIGNATES THE NUMBER OF PLY'S OF 420 Osceola Avenue(2)2x8-1/2 HEADER HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING: Jax. Beach Florida 32250 Ph. 242-0908 08 Fax.-241 .9557 . , --=— F BEAM ' R L. ICA# 8344 SC:CA#35 E 0 TRUSS, SEE PLAN 79 , , WALL I STUD UD SCHEDULE I r � _ LOCATION PLATE T &5 T U5 PD ASIZE_ __ _ ------— G 1 „r. s taa�aa x 3 9 1 .1 d A I ,�-, I r I EXTERIOR 2x4 SPF#22 @ 16" O.C. i X. a MAX , o �1 r i . o I10,—I I I _. I rO : EXTERIOR TER I O ` x6 SPP 2 @16 . or -------------------------- MAX 2x4 SPF2 _ , ,. @-12 0. / e I r o ✓ , I 10'-1 TO a 1 � EXTERIOR � • I / / / „' 2x6 5PF 2 a N / @ 1s Q.C. �n , t �s l4 0 J r 6 � SY 2 LL HEIG ` i 10,STRAP HEADER TO JACKSINTERIOR Q 2x4 SPF#2 z @ , s , D.C. c.0 T. S AP/T0 ST MAX s f�I I R 12, a 2xs sPF z � is -o.c:T MAXx4 SPF2@12sw2 MSTA24STRAPS. O.C. f , STRAP STUDS TO BELOW LOATI S a�n o ,-� q O NOTES.SIll I yj $� w CS16 STRAPS. C Cf r } I 1. WALL STUDS'SPECIIED ON PLAN SUPERSEDE THIS S TABLE f r t Ja e 't aac lu a a i 2. MINIMUM STUD SIZE AND SP I E ACING ARE SHOWN. I CONTRACTOR MAY INCREASE STUD TUD SIZE'TO MEET 1 L Is A Pont r o PE I ARCHITECTURAL REQUIREMENTS, 3 QU REMENT5 Q FL PE i .� , � #53311 3. SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN , r ,CO YELLOW PINE. s / I / i � 1 RE SI � V IONS DATE , I U 4. , USE 5YP 2 FOR ALL .TOP PL N 1 1 r A RTES AND SOLE PLATES. O , r f IIr. I 5 FASTEN EN BOTTOM PLATE OF INTERIOR LOAD BEARING WALL i I ._ <TO'CONCRETE-SLAB w 16d M s A ASONRY CUT NAILS @-16 O.C. r GV/° MINIMUM:.. SEE 2.52.0 FOR ADDITIONAL I ANCHORS/ C ORS AT f � H / S EARWALLS I i I I I , I,t� I 6 i I I j / f , oo GENERAL NOTES r .� , x .I I , I T. SEE DETAIL 1 S2.0 FOR WALL FRAMING DETAIL. , / I STUD WALL SEE : / S SCHEDULE THIS SHEET FOR STUD , 1 I I S ZES AND/ SPACING. AT GIRDERS D BEAMS N �. DES A I , PROM DE 'STUDS BELOW TO MATCH-BEAM GIRQ ER ELD A LTERATION; I STRUCTURAL CTUR AL WOOD I, PLIES.I ES. CON, MhlTRACTOR SHA.LL CONTACT A T LO UCPP CKET, SEE DETAIL Gos ssocIAT€s PRIOR TO 2. SEE SHEET S0.0 FOR ROOF AND FLOOR NK IG ANYSTRUCTURAL FIELD SPECIFICATIONS.P J T 1/S1.4 MODIFICATIONS WHICH MAY VARY , ✓� . FROM THE INT R ENT OF THE ORIGINAL a 3 WHERE FRAMNGME MEMBERS CONSIST OF MULTIPLE. CONSTRUCTION DOCUMENTS. ANY , J FIEL[5 ALTERNATIONS1I I s f I MADE P IO R TOPLIESBEAMS HEADER AND FASTEN PLIES BEI G APPROVED BY LOU PONTIGO / f 1` ✓ : 1 1 I TOGETHER PER DETAIL 4/S2.0 AsSOCI ATES MAY RESULT IN J .. s 1 ADDITIONAL ENGINEERING OR r , I 4: INSTALL SOLE PLATE ANCHORS PER DETAIL INSPECTION FE , Ir 1 I 5 r / r _W. r , I / r , 7 , i r , r , I SEE DETAI ✓ L 1 St.1 I , FOR BEAM f { I 1 . : CONNECTION TYP ' � l I � V J , N I ' i I i I N � N I / 1 , { J f' I N J 1 / I r I LL ( f J I cV '� r J II I r _ LLI 1 N N r r r rn LIJx f f r r �, ,a+F*+ P I r t STRAP , � BEAMS TO (N f 1 r , POST. w 2 MSTA 0) 24 LLJ x r f I .� I STRAPS S TYP 1 r'r f � I I I , ,i N , i ✓ r AP HEADER TO / 1 I FRAMINB FLOW w LLJ - CS16 EA. �ND OF HEADER. 0 , I C� U II I 6x6 SYP 2 "POST . STRAP i I I I TO POST BELOW w C 1 t ^ 2 S 6 v� r STRAPS 2 PLACES . _ ; L W: LU E TING R C14 F r . RUS �Sry ( N , i J / W , I , X 1 C17 ; N i I , . I ; i N , 1 I J I h , c N i I I , _ I I , 1 f 5 � - -- , 1 (2)2x6-1/1 C(2)2x6-1/ 2 2x12 1 I ALL EXPOSED METAL I I I FASTENERS SHALL BE i STAINLESS STEEL I 2ND. LEVEL i WALL I i _ , t F RAM ING I PLAN OFFICE I - CE C OP Y L DON T I O SCALE DIMENSIONS FROM THESE'DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTUR AL DRAWINGS OR ' CONTACT THE E.O.R. INFORMATION 4 SH OWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS I PLAN NAME HAVE BEEN THIN ED A I B SED 0 N AVAILABLE. R I SOU CES AT THE TIME .OF RESIDENCE I SECOND LEVELE L WALL FRAMING PLAN DESIGN INCLU10ING AS SUMPTI O N S B A SED ON EXPERIENCE EN CE WITH SIMILAR DF� SlGN/D RAW N /CHEC KEDSTRUCTURES.; THE ACTUAL AS- ILT CONDITION FOUND 1N THE FIELD MAY SCALE: 1 4 — 1 _0 VARY FROM I FORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR Ics / wAC LAP DATEALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITINGSHALL VERIFFRAMING 09.27.17 BEFOREGI BE NING NEW CONST RU TION OF A NY INTERFERENCESF EREN CES A ND 0 R1. FOR TYPICAL ALL FRAMING SEE DETAIL 1 S2. 1I SCALE 2. ALL BUILT—UP POST HEADERS & BEAMS SHALL BE FASTENED PER 4/S2.0 DISCREPANCI �S THAT MIGHT EXISTIBETWEEN BETWEEN ` THESE DRAWINGS AND/OR AS NOTE Dx ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY LPA No. DAMAGED EXISTING STRUCTURAL <ME MB`ERS DISCOVERED DURING STAR 17— _00820 . CONSTRUCTIO.; . THE CONTRA CTOR SHALL PROVIDE A , LL TEMPORARY ' CONTROL No. BRACING SH N OT21 G TEMPORARY SUPPORTS AND OTHERT U H S C ITEMS OR OTHER MEASURES I -- NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING C NSTR TI N SHEET 0 UC 0 SAF TY TH E F _Q E STRUCTURE AND TIO PERSONNEL DUIR NG I I I CONSTRUCTION N AR E THE SOLE R ESPONS(BI LITYF 0 THE CONTRACTOR. S1 .3 j HEET S I E 70F 9 I . I I I :. i r I L' I SYMBOLS LEGEND t : H 2.5 T i DESIGNATES 1GN ATE S UPLIFT T CONN E CTIO _N .. FRAMING PLAN N0TESFOR ROOF SHEATHINGATHING AND FRAMING, S EE SHEET S0.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN . O1 H2,5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 5 0 .0 . I,LrI o u ,'r. o,. .n:t,I , .o, ...,a ...,.a .n d 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTRACTOR MAY FASTEN TRUSS TO THE FOUNDATION w/ OGT Associates, Inc. w/QT PER MANUFACTURER'S SPECIFICATIONS. 5. WHEN USING (2 H25T CLIPS ON / WIDE LUMBER I420 Osceola Avenue PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE aI FROM EACH OTHER. x, . Beach, Florida 322_�, 5 ,. 0 Ph. 42- IIILIIi I,r I�I I , „I1II,II iIIII,IIII�II:II trIIII I,fIIiI:i II�l / 3_ / � /r r etFr s l4 rr /r - r f ffr �.f ._ / r 'Tfr r i, r- f O / I3 II J /r 1_. I�Iiaa!II �r , - i � f_ . r.- � a ,Ir ,1 ,I - -- . . ..... : -✓. - r. : _ : .:.,III.iIIiII .,..... ( S11: 4 , : » ' » _ _ o , . � _ - - iIIII:II 1IIIIiII,III i IIIII III: .. • -.^. ` , :. � , R Q O F ' S H E A T H I N G P E R ^� i ./IIIIJII I:I I _I , :yII ILI I:IIIi`III I IIIII .Y YY ; ' Y .a `1- a , ., _ 4' 4 ♦ .0,a t p A' 9 � fW rop` 9 .0� 4 \ nr r81 l.YH 1.Ii.5. f G.fFax. " .N. t0 2UmW P 0 4 r / 11P 0.. _ 9' Y 9,M 5 e 0.5 7 FL. CA# 8344SC.CA#3579 HGA10 S.S. OUTLINE OF w 4Y4 1Y2 S.S. SDS Sx� BEYOND 71 SCREWS T0 JOIST AND (4) 1/4x3S.S. DS R40F RAFTER A BEAM SIDE OF P0 T ROOF RAFTERS SEE SCREWS T0 DETAIL 1/S1.4 L� is A PontL 3o, PE FL PE#53311 ISONSDATLOCATE 1 RAFTER E EA. SIDE OR BEAMBRACKETPOST ' BEAM WOOD PLANSPL CE B CE BRACKET 6-6 FIELD ALTERATIONOVERFRAMELE GERCONTRACTOR SHALL CONTACT LOUSEE DETAIL 8/S2.0 ONTIGO&ASSOCIATESPRIOR TOC7 1K GANYSTRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THEINTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS-ANY FIELD ALTERNATIONS MADE PRIOR TO BEI APPROVED BY LOU P IGO& ASSOCIATES MAY RESULT INOVERFRAME LEDGER, ADDITIONAL ENGINEERING OR INSPECTION FEES.SEE DETAIL 8/S2.0 LEDGER PER PLAN Y4 2Y2LAG SCREW Y2x10 LAGSCREW THROUGH 2x8 RAFTER RECESSED & PLUGGED INTO 6x6 POST IN WALL VJ CONSTRUCTIONSPECs 2x8 SPF#2 RAFTERS2x8 SYP 2 ROOF 24o.c. INSTALL 1 RAFTER Q 24 O.C.RAWEA. SIDE OF BRACKET POST.6x6 VE TICA H Al0, Y2x10 LAG SCREW ARECESSED q T , J C3 2x4SPF#2 PONY WALL SEE DETAIL 5 S20. WOOD BEAM PER PLAN 4Y4x6 LAG SCREW 5/8 S.S. THRU BOLTRECE EED5 RECESS & PLUG 61 \11 2 I Uj 6xwooD BRACE Z 4< X R2 D 5/s» S.S. THRUBOLTRECESSED & PLUGG rL , , RECESS & PLUG 6x6 POST SEE NOTCH 1 PLANFOR BEARING WATERPROON ER 7 BY BUILD PINOS2.0TRUSS ROOF RAFTER NOTES. STRA ALL HOLES SHALL I - ROOFBE PRE DRILLED ALLEXPOSED METAL 1. STRAP TRUSSES AND ROOF RAFTERS BEARING FAMING�C ET DETAILFASTENERS SHALL B _ WITH 2-12d TOENAILS & 1 SIMPSON H2.5T UPLIFT g STAINLESS STEEL STRAP UNLESS OTHERWISE NOTED PLANSSCALE: 34 V-0" 0FFIE COPY NOT SCALE DIMENSIONS FROMOE DRAWINGS.IF A DIMENSION IS FUNCLEAR RE ER.TO THE CHITECTURAL DRAWING OR CONTACT THE E.O.R. INFORMATION ;SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS NME HAVE BEEN TAINED BASED ON AVAILABLE SOURCES AT THE TIME OF RESIDENCE NA DESIGNNCLUDING ASSUMPTIONSBASED ON EXPERIENCE SIMILARR D SIGN/DRAWN/CHECKEDSTRUCTURES. , THE ACTUAL AS-B ILT CONDITION FOUND IN THE FIELD MAY ROOF PLAN ICs WAC LAPVARY M FORMATION INDICATED INHDRAWINGS. CONTRACTOR DATE SCALE. � 4 1 0» SHALL VERIFY ALL EXISTING CONDITONS AND NOTIFY ENG NEER IN WRITING 09.27.17NOTE. BEFORE BEGNING NEW CONSTRU TON OF ANY INTERFERENCES AND/OR 1. FASTEN ROOF TRUSS TO TOP PLATE w2 12d TOE AILS AND DISCREPANCIS THAT MIGHT EXIST BETWEENTHESE DRAWINGS AND/OR SCALE UPLIFT CONNECTOR, SEE PLAN. AS NOTED FIELDICONDITIONS. CONTRACTOR SHALL REPAIR REPLACE ANY LPA No.EXISTING STRUCTURAL MEMBERS DISCOVERED DURING STAR-17-00820 TION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY CONTROL No.BRACING SHOTEMPORARY SUPPORTS AND OTHER SUCH ITEMSOR OTHER TMEASURES N CESSARY TO PRO ECITTHE STRUCTURE AND ANY PERSONNEL SH EETDURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING .o�M�y11 '. CONSTRUCTION ARE T H E SOLE RE PONSIBILITY OF THE CONTRACTOR. 0 . I SIA I _ I. SHEET 80F 9 z : i : t TYPICAL HEADER NAILING ;4 0.131X3" TOE NAILS TYPICAL DOUBLE ..TOP ' 2X6, 2x8 5 NAILS P LAT-. E SPLICE TYPICAL STUD NAILING. _ TYPICAL TOP PLATE NAIL IN '2x12 7 NAILS 4 0 , . MIN. SPLICE LENGTH 0.131x3 END NAILS. 9„ LVL, 11 LVL 7 NAILS w16 0.131x3 NAILS FASTEN ALL TOP PLATES .. .a .< Lou @ 2x4, » » LPon tl o -an d V 9 NAILS VENL Y SPACED 3 14 LVL, 16 LVL AT TWO STORY CONDITLONS P , ROVIDE SOLID �I C ) TOGETHER w 3 ROWS !Associates,' 3 @ 2x6 ,, I aces Inc, C ) LOCKING WITHIN' FLOOR` SYSTEM AT ALL:. UPPER TA GERED. OF .131x3 @ 12 O.C.0CSI 4 @ 2x8. SYP: 2 LEVEL POSTS 8JACK STUDS I420 Osceola Avenue BL HEADER SYP 2 DBL. , „ l ahC.`Beach Florida 32250 AT PER PLAN 4 0 MIN. HEIGHT ANCHOR 6 MAX TOP PLATE Ph. 42-09 08 Fax.241-9557 FULL E F .. , f~J L. ICA# 34 R SIDE OF PLATE 8 4 SC.CA#3579 EITHER LOCATE F L '` UL HEIGHT 1 HEIGHT GGHANGE ANCHOR ON SIDE OF CORNER WHERE :UPP R BUILDER MAYCHOOSEEITHER THE DROPPED E D 0 PED 2x4 BLOCKINGI 2x B LOCKING ONLY RAISED ' ' TOP PLATE OVERR LAPS REQUIRED IF SHEARWALL ARCHED TRANSOM OPTION. HEADER CONDITION OR HEADER �I � 4» O.C. FASTEN N 2x SPF DIAGONAL BLOCKING 6 EACH END w 3 1OdHEADER ,I , ... }k� , . , .,R 4ts,d d d� r � . . ✓ 1„ . . • ✓ D w 3 0.131 x3 • f N H .5T OR FASTENED SIMPSO 2 Gw. A 1 •Y - T TOENAILS LLS . �, � PP t. • p DRO ED �' EA. END TYPICAL. I « TA STRAP FOLDED I ro LS 12 OVER TOP PLATE HEADER r SHEATHING MAY EXTEND 2 N Q « 3 r 9 f PAST BLOCKING— WINDOW I f • P� • ------ ------ ATTACHMENTS MUST ARCHED ATTACHM I S YP H R S 2 HEADER,_ ANCHOR INTO 2x MATERIAL. STUD BELOW .� , TRANSOM I b R PER PLAN S 4-10d ,. F HEIGHT ,. FULL ; LOWER T P • i TEN LOWER STUD b FAS r OPTION I �, r� f OVER LAP r. ANCHOR, `SEE DOUBLE COMMON ,. C S P � . LAT AT R UD w E B E AC I ' TALLER ST RIGHT TO SEE G I JACKPLATES . .TOP R 2 ROWS OF 10d COMS PLAN FOR SIZE SOLE PLATE ANCHOR SCHEDULE Ki NG ST DS ; WALL LL INT AND LOCATION INTERSECTION 0 ORTHOGONAL . W IL SEE 0 AL VIE @ 12 O.C. WINDOW SILL Is SEE PLAN N CONDITIONS Lu A. ;Pontl o PE f R } THREADED EXT. WALL SHEA WALLS WASHER .EMBEDMENT EDGE � , OF CORNER E 6 S2.0 F SCHEDULE L P E 5331 TYPICAL SOLE ROD b i # I SPACING SPACING SPEC. DEPTH DISTANCEi FOR SILL SIZE AND WINDOW SILL SEE , I - I PLATE NAILING. L U 3 8 40 16 - -- SCHEDULE 6 S2.Q 2x2x 3 1 3 4 I s EACH / z CONNECTIONE / :SOLE LTE ANCHOR. VISI NS 0.131x3” TOE NAILS. » • O S DATE- FOR SILL E AN 1 , END SIZE D � x LG MIN 1 2 z 2x2x 3 1 3/4" 3 @ 2x4, CONNECTION EACH » c 48 24 s z B D. 3 EM - 4 @ 2x6 ) N N C ) END MASA 48 24 A N A A 0 I _ 5 @ 2x8. THREAD E) ROD O � ) R DRILLED ANCHOR ; I » 1 , I EPDXY w 2Cbx 8 CORNER I WA INTERSECTION NTERSECTION PT SPF#2 � I PLATE W SHER SOLE PLATE SEE SC H DULE BELOW CONDITIONS CONDITIONS OTES: OVERLAP TOP PLATES ES AT -C CORNERS ERS AND INTERSECTIONS IE DAL L TERATION DENOTES 3%0 1 0 13 GUN NAILS' @ 6' O.C. VERTICAL `, CONTRACTOR SHALL CONTACT LOU SEE P FOUNDATION, LAN PNTI.,.. ASSOCIATES P 0 q NOT GO& SSOC ES RIOR TO 3 O DENOTES FULL HEIGHT ANCHOR,HOR SEE PLAN , MAKING ANYSTRUCTURAL p 1 FIELD 8 f 2 'M DIFICATIONS WHICH MAY • VARY 4. DENOTES SOLE PLATE ANCHOR` SEE SCHEDULE F M THE INT..... R ENT OF THE O INA RIG L MAX. MJN. CONTRACTOR M Y Co sr UCTI A CHOOSE EITHER - R ON DOCUMENT ANY FRAMING A 0 SE E T ER OPTION WHERE MULTIPLE S. WALL .FRAMING AT WALL T WALL FRAMING AT I :FIE IA.T L L ERNATIONS MADE PRIOR TO FROM SOLE R R OPTIONS ARE 0 SHOWN BEING APP E B G .ROVED BY LOU PONTIGO& PLATE CHANGE CONDITION RAISED HEADER CONDITION DROPPED HEADER CONDITION PLATE BREAK t ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR a ; I , INSPECTION FEES. FRAMED WALL CORNER I R AND INTERSECTIONST 2S UDS FI ON CONFIGURATIONS ONS. LL SECTIONS N:S TYP. WA S C O SCALE: 3/4" = 1 —0 SCALE' 3/4" = 1 S0 S2.0 52.0 1 Vz .; FT . r 3 ROWS 12d UPLIFT STRAP PER V 1 „ PLAN AT 12 O.C. I o EA. SIDE. LL , O F N i BOUNDARY RATED SHEATHING, 2-PLY ( �� l u N , G GENERAL NOTES SHEATHING SEE GE E �--;. 2x4 MEMBERS. 4 PONY W 2x ON WALL _ „ 1 ROW OF 10d __ .. C� 16 O.C. a , • 4 ROWS 12d . w. 4 NAILS @ ,4O.C. r i_ I EXAMPLE OF PANEL �. AT 12 O.C. _ _ I KI .. EDGE f BLOCKING NG o R F EA. _ C RAFTER 2x6 MEMBERS. SIDE RE REQUIRED WH E . o PEi PLAN 2 ROW , W OF 10d I BY GENERAL RAL NOTES--, AILS @ 4O.C. 3-PLY Uj STAGGERED ' r , . . W NAIL SPACING ACIN G AT _ . : LESS THAN 14 BEAM S _ PORTED EDGES 2x4 OR 2x6 POST I SUP NERAL NOTES . . GE 1 3RD%USSLOK OF63/4" \ 0 0 S _ 6F W J 3 ROW F 1 { ) _ . 0 0 Od EXAMPLE OF UNSUPPORTED _ �( , TRUSS-OK K � I .. AILS @ 8 O.C. TR US I; W li� •� ENGINEERED. WOOD.. ENGINEERED. PANEL EDGE (UNBLOCKED) W OOD 'STAGGERED o , I I FASTENER @ 24 0.c'(TYPICAL) FASTENERS t S . T 24 0. FAS ? c _.:, Lel�l ASSHOWN CEILING SHOWN CONTRACTOR 'T � AS ARCH. . SEE o l` VERIFY EXISTING _ ..___.... , E E IST UPLIFT ' TR , NAILING TO AP BEAM PER I CS 16 STRAP P UPLIFT STRAP , PER PLAN I 0 0 , INTERMEDIATE DIATE SU PPOR T I PLAN 32 0 C ,I —PLY I _I S Cox c MAX. UON T F 4 L 3 PLY, S UDS `R00Iry TRUSSES OR � I , o o `D GREATER EXISTING WALL 14 LVL AN FLOOR JOISTS ,NOTES_ PER PLAN 1. TYP. CONNECTION AT STUD COLUMNS JACK—TO—KING ASSEMBLIES CORNER POST ETC. I ; f 2x8 POST L 2 SPECIFIED NAILING REQUIRED FOR EVERY PLY I S EQ IN ADDITION TO 2 PLYS I I I 4 5 PORCH M r—Ts\ ORC FRAMING DETAIL P MEMBE TE I NG E AIL.. BUILT U F S N N G DETAIL U R SHEATHING NAILING DEA , SCALE: 3 4 1 0 SCALE. 3 4 1 0 SCALE. 3 4 1 0 S20 S2.0 S2.0 � � I i s , WINDPW SILL SCHEDULE { COMMON NAI , I Sd LS I x 2 12 OR 2 2 - 6 OR 2 2x4 SYP 2 LEDGER BLOCKING BETWEEN � I ROUGH DROPPED H AD` MINIMUM END E E AT 3 `' O.C. TYP WOOD � ) FAST I OPENING OR SILL PLATES FASTENER EACH END RAFTERS EN TO OF FRAMING BELOW W _3 4 / x4 ,LAG SCREWS NAI _ , » / 16 LS < — 4 12d TOE NAILS 4 1 2x4 SP.F 2 4 4 FRAME c � R.A E { ) # NAIL OUTLOOKER TO AT A FRAFTER, ROOF SHEATHING EACH RAFTER. R00 ROOF SHEATHING _ RAFTER w/(4)12d 0 1 AI S < 5 12d TOE NAILS 6 4 2 2x4 SPF 2PER SPECS SYP 2 2 12d TOE SEE PLAN � ) NAILS I DETAILS OVERFRA ME RAFTER < NAIL IE.E. S SEE PLAN. .. 8 4 3 `2x4 SYP 2 1 A34 + 4 12d TOE HEADER NAILS E.E. . ; PER PLAN OPENING MIN :. — T AIS (MIN) . 12 0 (3)2x6 SYP #2 (1)A35 + (4)12d OE NAILS I T REQUIRED BETWEEN SEE BELOW 'FOR.. BOX. GIR S Q .. S M P. .. . SON H3 w 10 8d COMMON AR HEIGHT WALLS. END N WINDOWS IN TWO STORY CLE E _ 00 NOT SCALE ALE DIMENSIONS FROM NAI i 1 TOE WAILS LS FROM RAFTER TO LEDGER 6 2d FASTENER 4 �.,.. 2X OUTLOOKER THE EbRAWINGS.IFADIMENSION i5 H2.5T @ EA" AND LEDGER UNCLEAR REFER TO THE T ER TO ROOF MEMBER: TOP & BO . @ 24 0.C. I ARCHITECTURAL DRAWINGS OR x SPF T&B w 2 _ OUTLOOKER CONTACT- rHE E.O.R. ,f A 12d @ 8 O.C. i f `KIN KING & JACK ['LAN NAM TYP � , E N JACKS . . STUDS SEE PLAN 16 MAX OVERHANG EXISTIN � RESIDENCE. SHEATHING PER PLAN ROOF ME MBE . I DESr /D GN RA / w HEAD_OR SILL WN CHECKED v CONT. AT w q 1 I cnPLATES SEE _. CS WAC LAP Q .GIRT/VERT" SIMPSON LTP4 ON SCHEDULE DATE DINT. � I J 0 ED FRAMED IF NO BALLO E INSIDE FACE, I 09:27.17 PF RIPPED, WALL, SEE PLAN 2x S K TU D JACK S SCALE ROUGHOPN G SEE ARCH. .. TO FIT ARCH. , I AS , WINDOWS I NOTED PTH RE D. -`BOX BEAM BETWEEN - I DE REQ 'D. COPY LPA No. A A IN TWO STORY FRAMING SECTION I STAR-17-00820 I_ CONTROL No. L KER DETAIL8OrT� O T ,UMINGDEDOW .HEAD AND SILL FRACK L DGVVINWHEN ER AT OVERFRAME F H RAFTERS I SHEET SSCALE. 3 4 1 0 NOTED USE THIS DETAIL T0 FASTEN TE N 0V RF RAMED ROOFS, VALLEYS,S, ETC. .2 S . I �r .J2.O I HEET 9 OF S I 9 _ _ I I