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587 Beach Ave 2013 foundation for new home CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 Application Number . . . . . 13-00003130 Date 8/06/13 Property Address . . . . . . 587 BEACH AVE Application type description FOUNDATION ONLY Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 250000 ------------ --------------------------------------------------- Applica ion desc FOUNDATION, PILING, SLAB ONLY HOUSE PLANS TO COME ------------ -------------------------------------------------- Owner Contractor - ------------------------ -------- ---------------- KIRK & ANNE MARIE MOQUIN AURORA CUSTOM HOMES 2375 PONTE VEDRA BLVD S P.O. BOX 329 PONTE VEDRA BEACH FL 32082 PONTE VEDRA BEACH FL 32004 (904) 246-5400 ------------ ---------------------------------------------- Permit . . . . . . W/W/O BUILDING PERMIT Additional desc . Permit Fee 1010 . 00 Plan Check Fee 505 . 00 Issue Date . . . Valuation 250000 Expiration Date . . 2/02/14 ------------ ----------------------------------------- Special Notes and Comments THIS APPLICATION IS FOR THE FOUNDATION ONLY M CHAEL WITH AURORA HOMES WILL BRING IN THE COMPLETE HOUSE PLANS IN A FEW WEEKS **NOTE TO SELF DEDUCT THE 250, 00 FROM 2ND PERMIT IF NOT DONE BY CONTRA TOR** 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE ------------------------------ Other Fees . STATE DCA SURCHARGE 15 . 15 ENG REV RESIDENTIAL BLD 100 . 00 STATE DBPR SURCHARGE 15 . 15 --------------- ------------------------------------------------------------- Fee summary Charged Paid Credited Due --------- ---------- ---------- ---------- ---------- Permit Fee Total 1010 . 00 1010 . 00 . 00 . 00 Plan Check Total 505 . 00 505 . 00 . 00 . 00 Other Fee Total 130 . 30 130 . 30 . 00 . 00 Grand Total 1645 . 30 1645 . 30 . 00 . 00 PERMIT IS APPRO D ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH y+ pC � COdC� 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 a< Job Address: 37 6e^,--k A-vs Permit Number: 3, v-- Legal Description 5- 69 16-2 -Zq E Parcel # t Floor ea o q" t. q Valuation of Work$ '0 0 Proposed Work heated/cooled_ non-heated/cooled_ Class of Work(circle one:: New Addition Alteration Repair Move Demolition p Use of existing/pro osed structure(s) (circle one): Commercial Residentia o i P y If an existing structure,is a fire sprinkler system installed? (Circle one): No N/ FILE C Florida Product Approvals For multiple products use product approval form _ Describe in detail the te of work to be performed: �^�n`kms v �l P` Property Owner Information: Name: V-i 2 15- A Aij,,,s MllvG e- IV-,Cl.,4 k.i Address: -2--5-75- P c I— V vv(rh IMP S Cih ors,* State`Zip 37Z0rzr-)L Phone '12H - 826 0-7g2 E-Mail or Fax#(Optional) Contractor Information: Company Name: Qualifying Agent: ftlz c,t,-ASL k, 4NA*&) Address: P.o. 3c>rc -3 2.1 City Pt.,a� Uszff,^ &AeU State t(- Zip SL"Gy Office Phone aq--2-16• yon' Job Site/Contact Number Fax# y,-,t- z,r6--t51jf State Certification/Registration# �B e-o-2-11 k V Architect Name&Phone t Dom, 'v Ery 110q -zti Z- '7 g 3Ago., 4 4sl-• Engineer's Name&Phone # aN - - -t L- 01108 t." P` A-'L' Fee Simple Title Holder Name and Address AA Bonding Company Nameand Address NA Mortgage Lender Name ar d Address NA - .Application is hereby made too tain a permit to do the work and installations as indicated I certifi,that no work or installation has commenced prior to the issuance of a permit and that al work-will be performed to meet the standards of all laws regulating constr action in this jurisdiction. This permit becomes null and void rf work is not commen ed within six(6)months, or if construction or work is suspended or abandoned for a penod of sex(6)months at atty time after work is commenced. I unders nd that separate permits must be securedfor Electrical Word,Plumbing, Sighs, Wells,Pools, Furnaces, Boilers,He ers, Tanks and Air Conditioners,et WARNI G TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEM NT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PRO ERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LEND R OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I hereb cerrifi that I have read and examined this a plication and know the same to be trace and correct. All provisions of laws and ordinances governing this ttpe of work will be complied with whether spped fl-e- herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of arty other federal, state,at-local law regtda 'n construction or the performance of constnretion. Signature of Owner `G Signature of Contractor 4 - Print Name �1.`....... .........� Prurt N ...L.F I .1 . ..._o. I...l�p.1- - .................... ............. _ SW an abs ribed before me Swor to d subs c ' ed b ore me 20� th" of 20 .3 this of ota c otary ub is E�� AW L.NISSEN �� � ? �*i1SSised 01.26.10 f CO DD919243 `moiOD919243 E }28,2013 ` "` 20 I —D,�c M A.m.Co. pF Rte_ 1.900-3-NO; °°rat Assoc YP AIRY L.NISSEN MY COMMISSION#DD919243 EXPIRES:STkni a 28,2013 1•Ii0033dOTARY Fl N—Y D=0.*Ana,Co. Ci of Atlantic Beach RE FJ ED APPLICATION NUMBER Bul Iding Department , :� ._p (To be assigned by the B ing Department.) a= 1 800 Seminole Road Atlantic Beach,Florida 32233- max,: f Phone(904)247-5826 Fax(901CI- �_� --1 £ f _ E-mail: building-dept@coab.us Date routed: ? 2� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: jlg&A /7 ✓� De rtment review required Yes No Applicant: A,--le 'ea, 1. m anning &Zoning ree AMINs ator Project: /�� Q ��n SV V W1 Iver-my / d i, ) Mt Pu Fire Services r c t Revl w fee ,Pa'W, �t Othei Agency Review or Permit Required Review or Receipt Date of Permit Verified B FlorldE Dept.of Environmental Protection Florid. 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. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date:? TREE ADMIN. Second Review: QApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ElApprovdd as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach �ECEIV � APPLICATION NUMBER 3i Building Department y' 2 A ?"`3 (To be assigned by the B ' ing Department.) 800 eminole Road Atlan'c Beach, Florida 32233-544 Phon (904)247-5826 Fax(9 R -5845 2 E-ma 1: building-dept@coab.us Date routed: City eb-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �� eWA A,4,� De rtment review required Yes No n Idi Applicant: anning &Zoning ree minis a or Project: Q ��n S 'c Wo s �d 1t' /� -O ,�' Pub is Safety Fire Services Revie feeDept Sigatl'gr ,, Other, gency Review or Permit Required Review or Receipt Date of Permit Verified B Florida )ept.of Environmental Protection Florida )ept.of Transportation St.Johos 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. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by: Date: TRE DMIN. Second Review: QApproved as revised. []Denied. APUBLIC RKS Comments: S �l Y Reviewed b Date: ETY Y' FIRE SERVICES Third Review: ElApproved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Bu lding Department (To be assigned by the Ri dilding Department.) A' 800 Seminole Road Atla tic Beach,Florida 32233-5445 Pho ie(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: Z City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: b ��C�l�l �✓� De rtment review re uired Ye No Applicant: zllsleaa. O&I-3mn—g-- anning&Zoni ree minis or Project: c Wo s tilities Public Safety Fire Services Sgati' �,,rti' s. 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: APPUCATION STATUS Reviewing Department First Review: EJApproved. [-]Denied. (Circle one.) Comments: BUILDING PLANNING&ZONINE Reviewed by: In Date:-R TREE ADMIN. Second Review: []Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05h4/09 Ci y of Atlantic Beach APPLICATION NUMBER Bt ilding Department (ro be assigned by the B ' ing Department.) + o 80 Seminole Road Atle ntic Beach, Florida 32233-5445 Phc ne(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: -7L23 Cib web-site: http:/hmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �L Q(�1 /f✓� De rtment review required Yes No ®ree di Applicant: 4 �1.�. okS�Im m Project: Q �� S c Wor s 1� NMI tilities Q ,1� �� Pubic Safety Fire Services Revl w fee $' ,. �_ .:,` r DP�t S�gatui'g7, , Other Agency Review or Permit Required Review or Receipt Date of Permit Verifed B Florid Dept.of Environmental Protection Florid Dept.of Transportation St.Jo ns River Water Management District Army orps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: EJApproved. []Denied. (Circle one.) Comments: BUILDING PLANNING&ZONIN Reviewed by: Date:-9—S7 243 TREE ADMIN. Second Review: A roved as revised. ❑ pp []Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. [-]Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH r s Building Department 800 Seminole Road J Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # / 3 _ 31.70 Property Address: Al - Ac Applicant: /4�141Y'o✓ GY efU s/a rr, C701k"P S Project: f 0&&x0"a 4VA / al l"n, .r S �0 l /!Pw Morn-C' This permit application has been: ❑ Approved ❑ Reviewed and the following items need attention: C •P r �iiv� ocycs oodal, �o& p oe7 boor Z' ri /aS //R0C/-e �onc-ery, 0 CQfc � la Jed �-v -3 k I' C n ae I Ler►a ev1 710420 Please re s�bmit your application when these items have been completed. Reviewed Bl Y: /5" Date: 7 a Y'/e3 a ori tlanf�c Beach A B h FILE ��Q City of 800 Seminole Road Atlantic Beach,Florida 32233 Phone: (904) 247-5800 Fax: (904) 247-5845 www.coab.us September 24. 2012 Kirk and Anne Marie Moquin 2375 Nnte Vedra Boulevard South Ponte Vledra Beach, Florida 32082 Re: 587 Beach Avenue I Height of Building Dear Mr. and Mrs. Moquin: This letter serves as clarification as to the correct procedures for determination of your building height and submittal requirements at the time of permitting. The following provisions from Section 24-17 of the Atlantic Beach Land Development Regulations shall apply: HeiNd of building shall mean the vertical distance from the applicable beginning point of measurement to the highest point of a building's roof structure or parapet,and any attachments thereto, exclusive of chimneys. The appropriate method of determining the maximum allowable height of building shall be used in accordance with the following: (a) Parcels within designated special flood hazard areas (SFHA) as delineated on the Federal Emergency Management Agencv (FEMA) flood insurance rate map (FIRM) shall use the required finished floor elevation(FFE)as the beginning point of measurement. (c) Regardless of flood zone designation,parcels with topographic variation of more than two(2) feet as demonstrated by a certified survey of topography. including all oceanfront parcels. shall provide a certified survey of the calculated average grade, and the calculated average grade shall be used as the beginning point of measurement(excepting those parcels located in SFHAs and subject to subsection(a)above). Spec iai flood hazard areas (SFHA) as delineated on the Federal Emergency Management Agency (FEMA) flood insurance rate map(FIRM)shall mean the area that will be inundated by a flood event having a one-percent chance of being equaled or exceeded in any given years. SFHAs are labeled as zone:A.zone AO,zone AH,zones AI-A30,zone AE.zone A99,zone AR,zone ARAE,zone AR/AO. zones ARA I-A30,zone V.zone VE.and zones V I-V30. Calculated average grade shall mean the average elevation of a site. calculated prior to development or redevelopment of a site. or any future topographic alteration of a site. The calculated average grade shall be used for determination of the maximum allowable height of a building on parcels that have topographic variation of more than two(2) feet as demonstrated by a certified topographic survey and for all oceanfront parcels. The average elevation shall be determined by the mathematical average of elevation points dispersed at approximately ten-foot equidistant intervals across the buildable area of a parcel. For sites where natural topography has been previously altered or where existing structures t 58'Beach Avenue Determination of Building Height 24 September 2012 Page 2 of 2 remain, the same method shall be used, excluding areas where existing structures remain. Where required. the calculated average grade shall be submitted with construction plans, and the calculated average grade shall be depicted on all exterior elevation sheets of the construction plans In summary. (1) a certified survey of topography and average grade calculated per the instructions above should be submitted to the Building Department at the time of permitting, and (2) plan elevations should show overall height of building, from the beginning point of measure. per provision (a) if upon verification, the FEMA FIRM indicates the parcel is located within an SFHA, or per provision (c) if the parcel is not located within an SFHA. Please feel free to contact either of us if you have questions or wish to discuss further. Sincerely. Erika Hall Michael Griffi , CBO. CFM Principal Planner Director. Building&Zoning cc: Greg Beere. Content Design Group .,T.,V o f.JM'MM7l.V 1.a![•Mowl1 FILE COPY City of Atlantic Beach 800 Seminole Road Atlantic Beach,Florida 32233 Phone: (904) 247-8800 Fax: (904) 247-8848 www.coab.us September 27,2012 Kirk and Anne Marie Moquin 2375 Ponte Vedra Boulevard South Ponte Vedra Beach, Florida 32082 Re: 587 Beach Avenue I Height of Building—Additional Clarification Dear Mr. and Mrs. Moquin: This letter serves as additional clarification as to the correct procedures for determination of your building height and submittal requirements at the time of permitting. A certified survey of topography and average grade calculation per instructions of the previous correspondence is required to be submitted to the Building Department at the time of permitting. If upon verification that the FEMA FIRM indicates the parcel is located within a Special Flood Hazard Area and there is less than two (2) feet of topographic variation over the buildable area of the lot,then provision (a) for measurement of height of a building, beginning at the Finished Floor Elevation shall apply. If upon verification that the FEMA FIRM indicates the parcel is not located within a Special Flood Hazard Area and there is less than two(2) feet of topographic variation over the buildable area of the lot,then provision (b) for measurement of height of a building, beginning at the highest established grade according to the topographic survey shall apply. If there is more than two(2) feet of topographic variation, regardless of whether or not the parcel is within a Special Flood Hazard Area, then provision (c) for measurement of height of a building, beginning at the calculated average grade of the buildable area of the lot shall apply. Please feel free to contact me if you have questions or wish to discuss further. Sincerely, Michael Griffin,C CFM Director, Building&Zoning cc: Greg Beere, Content Design Group rI!L 0 P Y I 2nd S70RY r` u; WOOD DECK z x W m r �x Ln 49.6* fV 8'n N O Q !I uj U Ln L 1M La n in w Y y 2.7' m � ` 2') In - o - - W N I ai cD F- z 00 J Wa ?- LJ Z U) I,_ - 5 61 o t v❑ 0.3' CL' r riI e 4.9' (l) WZ N> z m a Z { 4.9' ZJ NZU r T 0 L,ui c 04 a crD 0 -q • m Q l cV N •3' 4.0' x RENT?P N NG WALL O 0 d 1r 29.7' d' cD r r � to •5.4' 0 00 n 17 t0 r16.6' * J d M 16 2.2' c `D x x 0 M N 7` M '� In 0 v U� N 7i J �i m3 Wmo �a O 0 • m LL f J a m CONCRETE DR1VE v v 0 LL N U ! r N N 0 v a 0: 00 J -+ N Z V 1 n x L) O 1 Z N V — a 0 a � m O a M Av.. 505'04'04"E 546.5 ^ x O •p4'04"E 9, CNSTRUCTION CONTR �w o . 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COPYs8 � Wz ea'' ;_• $ 15 aPs& ——_••_—'�—__"_—__ � � `■ zk� O�e s�kpo �<eY` k 4 k,ct�g�KYK3"�ZZi�a7.YsS�sa``5' —————�——— �c^kE y YF�- sairtg `�3q•e5i k� ——— •"•3i .•d '� : .8 � �'�a ��.SY ————�——————,._— � •.O lL eoa6 �3 y'�`i Fd 3i tc£g Yed �GA9 .2N55 8 g � 3 -'ga4ajima��� a -64s RYgo<a `a. ,93 am6< a CIA o W Ld h SOJ, 9•E 99.7T_ _ ______ i LO - lAe Ln, tAI Q g� — — Ff rZI - • f Y egg 95' �i� L €kp°z ttF lqA NU ig EACH _ � ,a 2 S�ia:m 4g� V � s a FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 00' '- Division of Water Resource Management FIOR A 3900 Commonwealth Blvd.,Mail Station 300 WE Tallahassee,Florida 32399-3000 FILE O Telephone(850)488-7708 FE NOTICE TO PROCEED Permittee Name: Permit Number: DU-442 Kirk R. and Anne Marie Moquin Permit Expires: January 28, 2016 c/o James Blythe Content Design Group 100 North Laura Street, Suite 800 Jacksonville,Florida 32202 You are hereby granted final authorization to proceed with construction or activities authorized by this notice. Authorized work must conform to the project description, approved plans, all conditions of Chapter 6213-33, Florida Administrative Code, any preconstruction requirements, and all permit conditions. Project Description: Construction of a three-story, single-family dwelling, landward garage, swimming pool/spa, other structures/activities, excavation, and fill placement. Project Location: Between approximately 288 feet and 388 feet south of the Department of Environmental Protection's reference monument R-50, in Duval County. Project Address: 587 Beach Avenue, Atlantic Beach. Special Instructions: A preconstruction conference is required. The permittee shall comply with all permit conditions. Questio s r ding this notice should be directed to the undersigned at the above address. Val a Jones, Permit Manager Date V /dw cc: Permit File Permit Information Center Trey Hatch, Field Inspector Kirk R. and Anne Marie Moquin, Property Owner City of Atlantic Beach, Building Official Post Conspicuously on the Site DEP Form 73-131 (Updated 2/06) ° 10N Florida Department of Ric!: cott Environmental Protection .k. t�, ��rr�>> Z_t. GOVernor Marjory Stoneman Douglas Building FLORA i 3900 Commonwealth Boulevard s e Tallahassee,Florida 32399-3000 January 29, 2013 Kirk R. and Anne Marie Moquin c/o James Blythe Content Design Group 100 North Laura Street, Suite 800 Jacksonville, Florida 32202 Dear Blythe: Notice to Proceed Issued Permit Number: DU-442 Permittee Name: Kirk R and Anne Marie Moquin Your request for a permit pursuant to Section 161.053, Florida Statutes, for construction or other activities seaward of the coastal construction control line, has been approved by the Department of Environmental Protection; the permit is enclosed. However, construction may not commence until after the permittee complies with any preconstruction requirements described in Special Permit Condition(s) 1, 2, and 5. Please read the permit and permit conditions including both the General Permit Conditions and any Special Permit Conditions closely before starting construction. General Permit Conditions I(q), I(r), and I(s) pertain to written reports which must be submitted to the Department of Environmental Protection at specified times. Forms for use in preparation of these reports are enclosed. Make sufficient copies of the periodic report form to provide the required reports. The periodic reports are due in the office of the Bureau of Beaches and Coastal Systems on a monthly basis on the last working day of each month. No progress reports are required until such time as construction activities have started. The permit will expire on January 28, 2016. Upon receipt of a written request signed by the permittee or authorized agent, the Department will consider extending the permit for up to but no more than three years. You must apply for a new permit for completion of any work not accomplished under the original permit. Although you may apply for a new permit, there is no assurance that such new permit for the same construction or activities would be approved. NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under sections 120.569 and 120.57, Florida Statutes,before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be final and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. uu u. (cy.sttrlt'./L us Kirk R. and Anne Marie Moquin January 29, 2013 Page Two Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding (hearing)under sections 120.569 and 120.57, Florida Statutes. Pursuant to rule 28- 106.201, Florida Administrative Code, a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name, address, and telephone number of the petitioner; the name, address, and telephone number of the petitioner's representative, if any, which shall be the address for service purposes during the course of the proceeding; and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none, the petition must so indicate; (e) A concise statement of the ultimate facts alleged, including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action, including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed (received by the Clerk) in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000. Also, a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with rule 62-110.106(3), Florida Administrative Code, petitions for an administrative hearing by the applicant must be filed within 21 days of receipt of this written notice. Petitions filed by any persons other than the applicant, and other than those entitled to written notice under section 120.60(3), Florida Statutes, must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice, whichever occurs first. Under section 120.60(3), Florida Statutes, however, any person who has asked the Department for notice of agency action may file a petition within 21 days of receipt of such notice, regardless of the date of publication. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination (hearing) under sections 120.569 and 120.57, Florida Statutes, or to intervene in this proceeding and participate as a party to it. Any subsequent intervention (in a proceeding initiated by another party) will be only at the discretion of the presiding officer upon the filing of a motion in compliance with rule 28-106.205, Florida Administrative Code. Kirk R. and Anne Marie Moquin January 29, 2013 Page Three Extension of Time Under rule 62-110.106(4), Florida Administrative Code, a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may, for good cause shown, grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard, Mail Station 35, Tallahassee, Florida 32399-3000, before the applicable deadline for filing a petition for an administrative hearing. A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final, any party to this action has the right to seek judicial review pursuant to section 120.68, Florida Statutes, by filing a Notice of Appeal pursuant to rules 9.110 and 9.190, Florida Rules of Appellate Procedure, with the Clerk of the Department in the Office of General Counsel, 3900 Commonwealth Boulevard, M.S. 35, Tallahassee, Florida 32399-3000; and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate District Court of Appeal. The Notice of Appeal must be filed within 30 days from the date this action is filed with the Clerk of the Department. The authorized work is strictly limited to that described on the enclosed permit. If you have any questions pertaining to this permit, please contact me by mail at the letterhead address (add Mail Station 300), by telephone at(850) 921-7849, or by email at valerie.iones(d)dep.state.fl.us. Sincerely, V ene Jones, Permit Manager oastal Construction Control Line Program Division of Water Resource Management VJ/dw Enclosures cc: Permit Information Center Trey Hatch, Field Inspector City of Atlantic Beach,Building Official Kirk R. And Anne Marie Moquin,Property Owners Florida Department of Environmental Protection(DEP) Division of Water Resource Management Bureau of Beaches and Coastal Systems 3900 Commonwealth Boulevard,Mail Station 300 Tallahassee,Florida 32399-3000 (850)488-7708 a General Permit Conditions Rule 6213-33.0155,Florida Administrative Code 1 The following general permit conditions shall apply,unless waived by the Department or modified by the permit: a) 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.Deviations therefrom,without written approval from the Department,sha#1 be grounds for suspension of the work and revocation of the permit pursuant to Section 120.60(7),F.S.,and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work, or both.No other construction or activities shah be conducted.No modifications to project size, location,or structural design are authorized without prior written approval from the Department.A copy of the notice to proceed shall be conspicuously displayed at the project site.Approved plans shall be made avjailable for inspection by a Department representative. b) 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,their nests and habitat,or adjacent property and structures. c) The permitteeshall allow any duly identified and authorized member of the Department 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!until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. d) The permittee shall hold and save the State of Florida,the Department, and its officers and employees harmless from any damage, no matter how occasioned and no matter what the amount,to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. e) The permittee shall allow the Department to use all records, notes,monitoring data, and other information relating to construction or any activity under the permit, which are submitted, for any purpose necessary except where such use is otherwise specifically forbidden by law. f) Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures, such 4 temporary fencing,designated access roads,adjustment of construction sequence,or other requirements, shall be provided by the permittee at the direction of the Department.Temporary construction fencing shall not be sited within marine turtle nesting habitats. g) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit. Before the project is considered complete,any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill mate)';ial or revegetated with appropriate beach and dune vegetation. h) All fill material placed seaward of the control line shall be sand which 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, shall be obtained from a source landward of the coastal construction control line;and shall be free of coarse gravel or cobbles. i) If surplus sand fill results from any approved excavation seaward of the control line, such material shall be distributed seaward of the control line on the site,as directed by the Department,unless otherwise specifically authorized by the permit. j) Any native salt-;tolerant vegetation destroyed during construction shall be replaced with plants of the same species or, by authorization of'the Department, with other native salt-tolerant vegetation suitable for beach and dune stabilization. Unless otherwise specifically authorized by the Department, all plants installed in beach and coastal areas—whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise—shall be of species indigenous to Florida beaches and dunes, such as sea oats,'sea grape,saw palmetto,panic grass, saltmeadow hay cordgrass,seashore saltgrass, and railroad vine,and grown from stock indigenous to the region in which the project is located. k) All topographic restoration and revegetation work is subject to approval by the Department, and the status of restoration shall be reported as part of the final certification of the actual work performed. 1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1'through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. m) If not specifically authorized elsewhere in the permit,no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. General Permit Conditions(June 13,2004) Page I ttolEC110 orSTATE OF FLORIDA p� DEPARTMENT OF ENVIRONMENTAL PROTECTION :^ Division of Water Resource Management 3900 Commonwealth Blvd. -Mail Station 300 r Tallahassee, Florida 32399-3000 FLOR A (850)488-7708 PERMIT NUMBER: DU-442 PERMITTEE Kirk R. and Anne Marie Moquin c/o James Blythe Content Design Group 100 North Laura Street, Suite 800 Jacksonville, Florida 32202 PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053, FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description, was filed by the applicant/perr: ittee named herein on September 5, 2012, and was determined to be complete pursuant to rule on November 2, 2012. The proposed project is to be located landward of the 30- year erosion projection. There is no uniform and continuous line of construction established by major structures in the area. The proposed project is to be located landward of existing and Department permitted major structures in the area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons, the Department finds that upon compliance with the permit conditions, the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005, Florida Administrative Code; and that it is an activity or type of construction which the designee of the Department has authority to approve or deny pursuant to Delegation of Authority, DEP Directive 137, effective May 14, 2001. Based on the foregoing considerations, the designee approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are attached and are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION:DATE: January 28, 2016 LOCATION: Between approximately 288 feet and 388 feet south of the Department of Environmental Protection's reference monument R-50, in Duval County. Project address: 587 Beach Avenue, Atlantic Beach. PERMITTEE: Kirk R. and Anne Marie Moquin PERMIT NUMBER: DU-442 PAGE 2 PROJECT DESCRIPTION: Three-Story, Single-Family Dwelling 1. Location relative to control line: A maximum of 136 feet seaward, with seaward cantilevered living area to approximately 138 feet seaward. 2. Exterior dimensions: 2.1. Foundation (pilings): A maximum of 60 feet in the shore-normal direction by 58 feet in the shore-parallel direction. 2.2. Overall structure: A maximum of 64 feet in the shore-normal direction, including seaward and landward cantilevered living area, by 66.5 feet in the shore-parallel direction, including cantilevered living area. 3. Type of foundation: 14-inch diameter augercast concrete piles. Landward Garage 1. Location relative to control line: Approximately 70 feet seaward. 2. Exterior dimensions: 50.7 feet in the shore-normal direction by 24 feet in the shore- parallel direction. 3. Type of foundation: 14-inch diameter augercast concrete piles. Swimming Pool/Spa 1. Location relative to control line: A maximum of 156.5 feet seaward. 2. Exterior dimensions: 42.3 feet in the shore-normal direction by 14 feet in the shore- parallel'direction. 3. Type of foundation: Concrete shell on concrete piles. 4. Deck elevation of swimming pool: +17.8 feet (NAVD). 5. Maximum depth of swimming pool: 11 feet. 6. Height of pool deck above existing grade: Approximately 2.4 feet on the seaward side. PERMITTEE: Kirk R. and Anne Marie Moquin PERMIT NUMBER: DU-442 PAGE 3 Excavation/Fill 1. Total volume of excavation: Approximately 141 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. See Special Permit Condition 4. 2. Location of excavation: From 0 feet to approximately 157 feet seaward of the control line. 3. Maximum depth of excavation: To approximate elevation +3.8 feet (NAVD) for the pool; ai maximum of approximately 11.6 feet below existing grade. 4. Volume of fill to be placed: Approximately 921 cubic yards. Volume of imported fill: Approximately 780 cubic yards. See Special Permit Condition 5. 5. Location of fill to be placed: From 0 feet to approximately 175 feet seaward of the control line. Other Structures/Activities 1. Demolition and removal of the existing dwelling, concrete driveway, brick walkways, concrete slabs, planter, landward retaining wall, and landward one-story frame building. See Special Permit Condition 3. 2. A 4-inch thick, frangible concrete and paver pool deck attached to the periphery of the pool, varying in width between 5 and 21 feet, and located partially within the footprint of the dwelling, is to be located a maximum of approximately 161.5 feet seaward of the control line. 3. A 6-foot high masonry privacy wall with a landward gate is to be located along the north, south and landward peripheries of the property to approximately 70 feet seaward of the control line. A 6-foot high wood fence is to be located along the north and south property lines seaward from the masonry wall to the seawall, a maximum of approximately 217 feet seaward of the control line. A 4-foot high metal or wood fence is proposed for the shore-parallel, seaward side of the property. 4. Landward sand-set paver driveway and parking area. 5. Drainage improvements and two landward swales. PERMITTEE: Kirk R. and Anne Marie Moquin PERMIT NUMBER: DU-442 PAGE 4 6. Landscape improvements including removal and planting of ornamental and native species. See Special Permit Condition 6. 7. Exterior structural, swimming pool and landscape lighting. See Special Permit Condition 8. /� PECIAL PERMIT CONDITIONS: 1 Prior to commencement of construction activity authorized by this permit, a preconStruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit. The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at(850) 488-7708 to schedule a conference. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative of the Department so as to provide maximum protection to the existing native vegetation and dune features located on the site. 3. All rubble, debris, wood, and damaged or broken concrete on the site resulting from this demolition and construction shall be removed and relocated landward of the coastal construction control line. 4. All excavated sand material shall be maintained on site seaward of the coastal construction control line. 5. All imported fill material shall be obtained from a source landward of the control line. All fill material placed seaward of the control line shall consist of sand that is similar to the native sand of the placement site in both coloration and grain size and be free of construction debris, metal, vegetation, organic soils, rocks, clay, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. 6. All plantings shall conform to the approved landscape plan. Plantings shall not include invasive nuisance plant species such as listed in the Florida Exotic Pest Plant Council's List of Invasive Species, Categories I and II. (A copy of this list is available on the Internet at www.fleppc.or 1 PERMITTEE: Kirk R. and Anne Marie Moquin PERMIT NUMBER: DU-442 PAGE 5 7. No construction, operation, transportation or storage of equipment or materials, and no temporary lighting of the construction area is authorized in marine turtle nesting habitat, seaward of the dune crest, at any time during the marine turtle nesting season (May I through October 31). 8. All lighting shall be shielded, installed and maintained as depicted in the approved lighting schematic and cut sheets. No additional permanent exterior structural, swimming pool or landscape lighting is authorized. Pool light illumination shall be provided by amber or red LED lamps not to exceed '/z foot candle per square foot of pool surface area. Approved plans are incorporated into this permit by reference. Done and ordered this 2-T day of J Q Kva/ 2013, in Tallahassee, Florida. Attachment: General Permit Conditions FILING AND ACKNOWLEDGEMENT State of Florida FILED, on this date, pursuant to S 120.52 Department of Environmental Protection Florida Statutes, with the designated Department Clerk, receipt of which is hereby acknowledged. L ?* Wettsteiin, Environmental Consultant X'--jeputy Clerk Date Construction Control Line Program of Water Resource Management FINAL CERTIFICATION Division of Water Resource Management Florida Department of Environmental Protection Ir FLORIDA T 3900 Commonwealth Boulevard Permit Number: DU-442 Mail to: Mail Station 300 Tallahassee,Florida 32399-3000 Kirk R. and Permittee Name: Anne Marie Moguin This is to certify that the work under the permit for construction or other activities seaward of the coastal construction control line pursuant to Section 161.053, Florida Statutes, was inspected by the undersigned and was found to be acceptable and satisfactory in accordance with the approved plans and project description and with all conditions of the permit. All permitted construction or activities have been completed, and no unpermitted construction or activities have occurred. Location and elevations specified by the permit and approved plans have been verified and found to be correct, and topography and vegetation have been either preserved or restored as required by the permit. FOR WORK INCLUDING: Construction of a three-story,single-family dwelling, landward garage,swimming pool/spa, other structures/activities, excavation, and fill placement. NOTE: Any deviations from the permit and any portions of the permitted work not actually performed shall be noted and described in detail as an exception to this certification. Signature of Engineer or Architect Date Typed or Printed Name of Engineer or Architect (Seal) State of Florida Registration Number DEP Form 73-115B(Updated 9/05) FOUNDATION LOCATION CERTIFICATION r iDivision of Water Resource Management PtO A A Florida Department of Environmental Protection 3900 Commonwealth Boulevard Permit Number: DU-"2 Mail to: Mail Station 300 Tallahassee,Florida 32399-3000 Kirk R. and Permittee Name: Anne Marie Moquin This is to certify that:all aspects of the foundation location, as constructed, are in accordance with both the plans and the project',description approved by the Department of Environmental Protection as part of the permit. The foundation location certification is based upon such surveys as are necessary to determine the actual location specified below: Distance the seawardmost piling has been placed as measured perpendicular to the coastal construction control line: feet Note: Any deviations from the approved plans and specifications shall be stated as an exception to this certification. No further vertical construction on the permitted structure is authorized until the Bureau of Beaches and Coastal Systems has notified the permittee, in writing, that this foundation location certification has been approved. Signature of Applicant Date Typed or Printed Name of Applicant Signature of Surveyor Date Typed or Printed Name of Surveyor (Seal) State of Florida Registration Number DEP Form 73-114B(Updated 9/05) PERIODIC PROGRESS REPORT Division of Water Resource Management � Florida Department of Environmental Protection FLORIDA 3900 Commonwealth Boulevard PERMIT NUMBER: DU442 Mail to: Mail Station 300 Tallahassee,Florida 32399-3000 KIRK R. AND PERMITTEE NAME: ANNE MARIE MOQUIN 1. If construction has occurred, please describe its maximum extent in the space provided below(If no work at all has been performed, please report"Not Started."If construction or other authorized activity has begun but no progress has been mad6 since the last report, please report"No Progress"): CONSTRUCTION TO DATE INCLUDES: 2. All work performed as of this date is described above and is hereby certified to be in compliance with the project description and plans approved by the Department of Environmental Protection as part of the permit and with all conditions of the permit. Locations and elevations of all construction as of this date have been specifically verified as applicable and have been found to comply with the project description,approved plans,and conditions of the permit. No unpermitted construction or activity has occurred (Any exceptions to the statement above are to be described and explained under Item Number 1 above,as part of this report.The explanation should state whythe construction or activities not in accordance with the permit has occurred.) 3. The property owner or authorized agent may sign these progress reports. However for new armoring or major reconstructed armoring, the reports must be signed by an engineer licensed in the state of Florida following each period in which construction has occurred. Signature of Engineer(if applicable) Date (Seal) Typed or Printed Name of Engineer(if applicable) Florida Registration Number(if applicable) Signature of Property Owner or Authorized Agent(f applicable) Date Typed or Printed Name of Property Owner or Authorized Agent DEP Form 73-111 (Revised 6/04) . '= Office of Beaches and Coastal Systems * Florida Department of Environmental Protection 3900 Commonwealth Boulevard - Mail Station 300 FIORD Tallahassee, FL 32399-3000 PRE-CONSTRUCTION CONFERENCE RECORD Permit Number: In Attendance: I have met with the,permittee, authorized agent, and/or other person(s) identified above, and together we have reviewed the project description and conditions set forth on attachments to the final order of the permit issued by the Department. Further: (1) At the time of'this conference, construction fencing is: El IN PLACE NOT IN PLACE NOT APPLICABLE A reinspection for construction fencing compliance will be conducted by (date): NOTE: Construction fencing shall be installed to protect dunes and/or vegetated areas by restricting pedestrian access, storage of construction materials, and traffic by construction equipment, to that strictly necessary to the authorized construction. (2) Approved construction plans are on-site at the time of the preconstruction meeting, in accordance with permit conditions. C] YES F1 NO The Pre-Construction conference will NOT be conducted unless approved construction plans are on site. (3) A notice to proceed has been issued. Q YES NO NO Proceed at will. Required, but not yet issued. None Required. DO NOT PROCEED UNTIL Proceed at will. ISSUED! COMMENTS: Department of Environmental Protection "Date Field Engineer DEP Form 73-308(Rev.09/97) COPIES - White (office) Yellow (permittee/agent) Pink (inspector) Sot, �coffices in: �84V� UNIVERSAL .�MWrs.FL ENGINEERING SCIENCES •Fort Pierce.FL •Gainesville,FL Gonsutiants In:Geeteclww at rngineewl.ErnirormwnW Engneering•construction Materijis Testing• •Ja6-smviAe, FL TnrestioW Inspectism•PrivAle Provider Inspection•Geophysacal Sk Aos •Leesturg,FL •Miami.FL •Norcross.GA lJ 'orales. FL •©rtartdo.FL August 22, 2013 •Rstm Cwt.FL •Panama City,FL AUG 6 2013 .Pensacoia FL •p4cW00",FL Aurora Custom Homes 'Sarasota,FL P.O. Box 329 B •St,Augustine'FL Y •Tampa.FL Ponte Vedra Beach, Florida 32004 •west P:Ihn F aWk FL Attention: Mr. Thomas Kervin Subject: Auger-Cast Pile Installation Observation Letter =' tom ^ , House and Pool Structures l FILE COPY 587 Beach Avenue Atlantic Beach, Florida UES Project No. 0910.1300190.0000 /7 Dear Mr. Kervin: Universal Engineering Sciences, Inc. (UES) has completed the Auger-Cast Pile (ACP) Installation Observation for support of the house, fire pit and pool structures at the above listed project. The purpose of the observation was to provide individual records for the installed piles. The following paragraphs provide the final summary of the results of our monitoring. Observation of the auger-cast pile installation was conducted by a Senior Engineering Technician who recorded the pile identification number, time of pile installation, pile tip and top elevations, the auger diameter, and actual and theoretical pile volumes (based on pump calibration). Note that the pump stroke to volume ratio of 1.08 cubic feet per stroke was provided by the pile contractor onsite. A total of sixty (60) auger-cast piles were installed on August 12 and August 13, 2013 by Brevard Grouting. The auger-cast piles were installed with a 14-inch diameter auger and have pile lengths of 17.7 to 30.6 feet. Locations of the piles were provided to UES on site. The associated pile numbers for the house area are the staked numbered locations provided by the contractor's surveyor. The fire pit (ST-1 and ST-2) and pool (P-1 thru P- 8) pile numbers were assigned by UES. Figure 1 below shows the Foundation Plan pile layout and associated pile numbers. Note that the piles were located in the field by the contractor. 5561 Florida Mining Boulevard South • Jacksonville, Florida 32257 • (904) 296-0757 • FAX(904) 296-0748 t Pile Installation Observation Letter UES Project No. 0910.1300190.0000 House and Pool Structures—587 Beach Avenue August 22,2013 Atlantic Beach,Florida Page 2 of 3 Steel reinforcement cages were inserted into the freshly placed piles consisting of six (6)- #5 vertical reinforcement bars by 29 feet in length for the house area, and six (6)-95 vertical reinforcement bars by 18 feet in length for the fire pit and pool areas. Two sets of four (4) 4-inch diameter by 8-inch tall grout cylinders were made for compressive strength testing. The cylinders were transported to our laboratory for moisture curing and testing. Results of the concrete testing including strength tests will be forwarded upon completion of testing. The auger-cast pile records are attached in this Letter Appendix. - — `T` �rtlyt�r�u�---rtr , .c u I I I I I ui.127 1 31 1-I I I I 132 �.� `31 (3 � 13�. I �}k•—} �� I I I I �raver Ru _ __ �' ve s � -ru+i I ` 12D ------� 2L--------eI,,tii 122,-er--1I slow . I I39 .= I ?. 43 I I I I :E ---------- f- -----------JJ I I 1 1 - � I 1541: 1 r r r. T „ . E T, Figure 1. Pile Location Plan The auger-cast piles were installed in general accordance with the Project Drawings and standard industry installation practices. The individual pile grout factors range from 1.18 to 1.65 with an average of 1.40. UES has not evaluated the auger-cast pile capacities. We have assumed that the designer has specified the materials to be used and that they are appropriate for this application. 2 Pile Installation Observation Letter UES Project No.0910.1300190.0000 House and Pool Structures—587 Beach Avenue August 22;2013 Atlantic Beach,Florida Page 3 of 3 If you have any questions concerning this letter, or if you need any additional information, please do not hesitate to contact our office at your convenience. We appreciate the opportunity of working with you on this project, and look forward to a successful completion. Sincerely, UNIVERSAL ENGINEERING SCIENCES,INC. Christopher L. Shaw,E.I. att vlcNop16 Project Engineer ,e*4r Geote finical EitPP�'n.e r aI a Pr '6.117 I ti��to @''�� Attachments: Auger-Cast Pile Installation Records ! 3 UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES ConsuNwLs In:(;QQWGlu)uy F.nylneer rty.EnvlromTVptsl Enyinyorby.COnSIrUCIIOrI Materiels 7�{Ilny• TRAVEL TIME: Thrashokf hsMnNta..Prrvsta Providor Inspesllon•Gaa�hysipd SNdss ARRIVAL TIME: AUGER CAST PILE DEPART TfME: FIELD DATA SHEET CLIENT REP: TOTAL MILEAGE: PROJECT NAME: S$"1 &OC k Rye DATE: g�l Z f IAV PROJECT ID: b►q p.1'SDo lgQ_()o_ off_ UES REP: laSan 0446 Ao CLIENT: Mora Con Sfi. CONTRACTOR: _$CeJnrfj Pile No. 131 1li3 13S 130 1 Z9 128 Strokes 0 to 5 ft 't 10 $ 6 Strokes 5 to 10 ft "T S *7 g Strokes 10 to 15 ft 6 -1 Strokes 15 to 20 ft g b 6 8 Strokes 20 to 25 ft 7 (o S ' 1 Strokes 25 to 30 ft 6 "j 6 g Strokes 30 to 35 ft — — Strokes 35 to 40 ft Total Strokes 4s YS 4,K- Compression/Tension sCompression/Tension Pile — Pile Top Elevation (ft) 4. 16.Z � Ground Elevation (ft) 41 .o Auger Diameter(inch) Start Auger Time 11:33 11:yS !I sb 12'0 12:21 12:37 Complete Auger Time It 18 0:41 IZ:0212: ZY Rate of Drilling at Last 3 ft Final Pile Length (ft) 30.6 Pile Tip Elevation (ft) —114.4 Theor. Pile Vol. (W) TZ.'1► Start Grout Time 11:3 8 11:4 I7.102 12:14 12:Z8 !L:yb End Grout Time II:y2 11=S f2:ob 12:/7 12:32 12;�{g Uniform Auger Extraction ✓ v r/ V Reinforcing Steel 6 Total Stroke No. L q2 410 f S y Stroke to Volume Ratio 1.0$ Total Grout Volume 4+1.Z$ LIS.If. '43.2 48.6 k8.6 48.6 Overall Grout Factor ,3s 1 �$ 1-3z 0401 1 41 I Concrete Truck No 2T 314 Zby17 Batch Time 1010 112 Cylinder No Notes: Pile num _r 4Aktn �"r,eurs l,es we UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: C-10-L,In.GeoMcnnical Englireering•ErM wonlal EnpnserHry•(.ortslruc9on Malen�s 1sMing ThmehnN h'aw lon.P,—.Pmvdor lrrsxcnon•Gaonhvvwl sW 1bn ARRIVAL TIME: AUGER CAST PILE DEPART TIME: CLIENT REP: FIELD DATA SHEET rOTALMILEAGE PROJECT NAME: Sr Se", Ave DATE: 8�12/i3 PROJECT ID: 01q 0.1100A0, OooO � UES REP: loS 7-16 �unandr' CLIENT: Peut'or-a Go4t-{ CONTRACTOR: Pile No 42- 1 134 12 126 Strokes 0 to 5 ft ( 2. 3 $ Strokes 5 to 10 ft 1 3 * S 6 Strokes 10 to 15 ft S $ -7 fo S Strokes 15 to 20 ft $ $ 8 S Strokes 20 to 25 ft 10 10 ( 2 12 9 Strokes 25 to 30 ft I (Z ( 3 (S J2 12 Strokes 30 to 35 ft _ ^' Strokes 35 to 40 ft — Total Strokes 4 4 s q6 47 4( �{$ Compression/Tension Pile -- J Pile Top Elevation (ft) 1- 6.16 Ground Elevation (ft) Auger Diameter(inch) I Start Auger Time I Z:s I.OS 1=1� 2 1'`t9 2=02 Complete Auger Time (Z: Scl 1:1 Z 1:7,5- I:3r1 I:576 2:k?- Rate Rate of Drilling at Last 3 ft -7o 8b `i Final Pile Length (ft) U.to - �- Pile Tip Elevation (ft) -14. Theor. Pile Vol. (ft) '32-71 "- Start Grout Time I Z:Sq I=12 1 2 s 09 1 5-6 End Grout Time 1 °2 11`1 1: Z2 I:H I 1:54 Z;IS Uniform Auger Extraction V v v ✓ Reinforcing Steel 6:0 5-X*Z11 Total Stroke No. 4Lf 47 l y Stroke to Volume Ratio 1.08 Total Grout Volume ro.-)6 S_6 `I�_b8 Sv.�c. 0.21 Overall Grout Factor 1;5�;' I•`�`1 I.SL 1.SS 1.35 t.sg Concrete Truck No. Track 2 Batch Time Cylinder No Notes: /26 oultrc/ o,,t AAd +yen coni wed �T UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES Conawfanls tn.Geoirrchrn:xi Enlyneenng•EnvUorimemal En9'ukprtnY•ComxucYm MnloneW 1'eeling TRAVEL TIME: Threshold InOPWI ,•Prhaty Pmvidor InepdcYon•Gnophysi N!sN6at ARRIVAL TIME: AUGER CAST PILE DEPART TIME: FIELD DATA SHEET CLIENT REP: rOTAL MILEAGE: PROJECT NAME: 51-7 (3ea,'j, pVe DATE: 8112113 PROJECT ID: pAq 0110,1300190 000n �/� UES REP: 1psor, %A44i\o CLIENT: ftrora (.o/1S.f-- CONTRACTOR: f3ne✓0J� Pile No. ►2S /24 3°l 161 5S— Strokes 0 to 5 ft 3 3 I 3 3 3 Strokes 5 to 10 ft g 6 S 6 S 5- Strokes Strokes 10 to 15 ft '� $ ` s- 6 Strokes 15 to 20 ft 6 g g 8 8 Strokes 20 to 25 ft '� "j C► la 9 Strokes 25 to 30 ft 10 11 to 1 14 17- Strokes 2Strokes 30 to 35 ft Strokes 35 to 40 ft — ..— Total Strokes Li 43 `(2 W3 4o 43 Compression/Tension Pile — — — — — Pile Top Elevation (ft) +Ala.16 Ground Elevation (ft) ♦lb-() Auger Diameter(inch) Start AugerTime 2:30 2:41 -s3 3:o� :2S" Complete Auger Time L-3 2-'q7 2-:5 3. 13 :32Rate of Drilling at Last 3 ft fDb (, -js (OZ 3 $ Final Pile Length (ft) "3o.STo Pile Tip Elevation (ft) -14.4 Theor. Pile Vol. (ft) 32.11 --- Start Grout Time Z=3s Z 'l7 2.58 3:)3 3.48 End Grout Time 7 3a Z:Sn 3: 01 3:IS 3:S1 Uniform Auger Extraction ✓ ✓ v' �/' v Reinforcinq Steel (o CSX 29� Total Stroke No. 42 3 46 X13 Stroke to Volume Ratio (.O$ Total Grout Volume '44.2-9 46.44 L45,3(. qb.y'i �{9.bS �f6.qN Overall Grout Factor 1.35' I.y2 �.3q j.'t2 sZ 1.42 Concrete Truck No Batch Time Cylinder No. Notes: PI I£ 131 ld t d fa r On lust fao UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: CunwflarrW In.CwWChnev Enplowring•EPWOW.OfHal Enowefing•GordNoilm Maw"100ng Th—hole •P—WPrardorin.w0lm.GYwNe,WSWdes ARRIVAL TIME: AUGER CAST PILE DEPART TIME CLIENT REP. FIELD DATA SHEET rOTALMILEAGE: PROJECT NAME: '-$1 Geo ct, Pye, DATE: 12 ! PROJECT ID: 01cAO.�'�ootqo.oaoU /k� UES REP: 10) Oer%jeq 7 TUsb C�u CLIENT: hurarc. Con$±. CONTRACTOR: ¢[tvul-d Pile No. (ob I S Strokes 0 to 5 ft 3 `'` 3 I} Z Strokes 5 to 10 ft q 6 S S Strokes 10 to 15 ft S S (o $ 6 Strokes 15 to 20 ft !o g 8 Strokes 20 to 25 ft 10 8 6 Strokes 25 to 30 ft t I 12 !O J o 12 Strokes 30 to 35 ft -- Strokes 35 to 40 ft Total Strokes 40 H3 Compression/Tension Pile Pile Top Elevation (ft) flI6-16 Ground Elevation (ft) 4A6,0 Auger Diameter (inch) Start Auger Time 3 5-4 4:Sz 5-:04 Complete AugerTime 3:57 H:2 4:45, L4:TZ S:lo Rate of Drillinq at Last 3 ft ' Final Pile Length (ft) O, --- ----, Pile Tip Elevation (ft) Theor. Pile Vol. (ft) 32.71 --- Start Grout Time :5" 4:12 :2 H:45 4: S8 s Id End Grout Time 4:0 4:(S 5:01 SIZ Uniform Auger Extraction V, ✓ '� ✓ Reinforcing Steel (n#S )(Zq` Total Stroke No. y) L+o L4 3 `I (42- y Stroke to Volume Ratio .o Total Grout Volume HL4.Z9 '43,2 N3.2 u42,12 1 5.36 146.4 Overall Grout Factor 1.355- 1.3Z I.3Z 1.29 J.3 1.42- Concrete Truck No. Batch Time Cylinder No. Notes: /5Z 50-f suck o(Ur,,,, 1(U+ Sf r V)G01 +0 IYLt1l O'A-f UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES Cansull-ie kr Gaowcnniol Engtnaennq•Erwoonmoatal Bnynuorinq•Cal161NC11p1 Mmmieie lasting• TRAVEL TIME: Thrashod Incpvagwr•Privala Pwdar Irrspoctlon•Geoph"i ael Stu alae ARRIVAL TIME: AUGER CAST PILE DEPART TIME: FIELD DATA SHEET CLIENT REP: TOTAL MILEAGE: PROJECT NAME: S-V Qeat,11 11ve 5/6 DATE: PROJECT ID: 0I40. 130O1g0.00ou UES REP: Corlog 4tr�andG� CLIENT: ./hur-ON (and- CONTRACTOR: (%rcvard Pile No. f ($`(, j S4 /14$ 1S0 13� Strokes 0 to 5 ft 2 3 3 Z 3 Strokes 5 to 10 ft S Strokes 10 to 15 ft 6 S $ �, 6 6 Strokes 15 to 20 ft 8 ? 7 2 7 Strokes 20 to 25 ft S 10 1 to to Strokes 25 to 30 ft 11 (2 t 12 to t 2 Strokes 30 to 35 ft Strokes 35 to 40 ft — — — — -- Total Strokes q0 43 q2 v 4b Compression/Tension Pile — Pile Top Elevation (ft) '+-16.6 Ground Elevation (ft) -(- Auger Diameter(inch) ('•j" Start Auger Time T-/b 5!x S:31 C:06 Complete Auqer Time S: 21 5':3o Rate of Drillinq at Last 3 ft '30 3S '50 6U Final Pile Length (ft) O. 5-6 Pile Tip Elevation (ft) —14.4 Theor. Pile Vol. (ft) '12.1 Start Grout Time SS- 21 S:30 S :4s S: 56 End Grout Time 5-:Z3 T43 S:yg S:S`( ta:IS 6:7,7 Uniform Au_ er Extraction L.-- Reinforcing /Reinforcin Steel 6 -S'X Zq' Total Stroke No. 4o q 3 y Z y 2 140 11 b Stroke to Volume Ratio (•D Total Grout Volume L41.Z q6.q �S.y 4s,q y3. 2 413.Z Overall Grout Factor �.32 j. ' 1 3 3°I /.32 132 Concrete Truck No Batch Time Cylinder No. Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: (—suyanih In Geulvdvl W Englnnnmip•E(%*onn rIW EgWiftiny•(:On Mn MAlgaal9 fam)og. TnwahDldlnsrwnlu,n•P,vAleP�Ado,lwwdlon conoh,"wlsmn« ARRIVAL TIME: AUGER CAST PILE DEPART TIME: CLIENT REP' FIELD DATA SHEET rOTALMILEAGE PROJECT NAME: 5'$-7 PVI_ DATE: FUIZ.113 PROJECT ID: O)C10-1,3ou 1 cj0. L-)WC) 6/6 UES REP: S(ASon anti jW0 CLIENT: j4WnrA CONTRACTOR: Oryword Pile No -7 Strokes 0 to 5 ft 2 Strokes 5 to 10 ft S Strokes 10 to 15 ft {� Strokes 15 to 20 ft Strokes 20 to 25 ft Strokes 25 to 30 ft 10 Strokes 30 to 35 ft — Strokes 35 to 40 ft Total Strokes 3� Compression/Tension Pile - Pile Top Elevation (ft) 11L.Z Ground Elevation (ft) 4-16.0 Auger Diameter(inch) 14 � Start Auger Time 6:31 Complete Auqer Time 4'16 Rate of Drilling at Last 3 ft 60 Final Pile Length (ft) Pile Tip Elevation (ft) - N. Theor. Pile Vol. (ft) 32.1I Start Grout Time b:16 End Grout Time b Uniform Auger Extraction 1/ Reinforcing Steel bit S X ZqI Total Stroke No. 3$ Stroke to Volume Ratio I-fig Total Grout Volume 1.o` Overall Grout Factor J.25 Concrete Truck No. Batch Time Cylinder No. Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES 00a.UnN ln:G.1.,Ji,Kwj EIJOIMnnp'Ervtro—.1n lEn nOf TRAVEL TIME: Tnwslroa 6te ? Mti'ConslrvcUm MNOnE1g laeung• pctlon•Pivrte Prcwiclar lnspocuon•Geophyy`pal ARRIVAL TIME: AUGER CAST PILE DEPART TIME FIELD DATA SHEET CLIENT REP: rOTAL MILEAGE: PROJECT NAME: 58`1 (3eacy, Ave. (�� DATE: PROJECT ID: Ulgp,��,00�go, p000 UES REP: �„ yi�nn CLIENT: kro,(, C,0,Sj CONTRACTOR: Pile No. 1 Zv I l 117— /(6117 ! 3 Strokes 0 to 5 ft Z 2 Strokes 5 to 10 ft (o 7 (� S Strokes 10 to 15 ft $ g 6 Strokes 15 to 20 ft g 6 $ g 6 g Strokes 20 to 25 ft $ 7 -1 g � Strokes 25 to 30 ft Strokes 30 to 35 ft — •- — Strokes 35 to 40 ft — — — Total Strokes 3 3-1 Compression/Tension Pile — — Pile Top Elevation (ft) +16. 2 _ Ground Elevation (ft) 1-16.0 Auger Diameter(inch) 1 Let Start Auqer Time /0:4 /0:32 10:St Complete Auqer Time l a:33 !o;yy ln;S` /1:0-7 I:I I1�3o Rate of Drillinq at Last 3 ft S- L}) 3 3b y� 38 Final Pile Length (ft) 10.6 Pile Tip Elevation (ft) - Theor. Pile Vol. (ft') Z.7 Start Grout Time o: f o:y'1 /u:S6 1/:n7 1 I:Iq I1:10 End Grout Time /0:36 l o.y7 to:S$ //:to it ,?q i t 32 Uniform Auqer Extraction Reinforcinq Steel �jSJI'Ly� Total Stroke No. 3cl 141 3 37 31 Stroke to Volume Ratio 1_p Total Grout Volume 147.12 Ljq•2g 141.0 y Overall Grout Factor 1.2cl (.3S /•2$' 1.22 i.t°t 1.35 Concrete Truck No. J KZ Batch Time Cylinder No Notes: /�i( wc� rf onoiol off hU hKcke�- uc r►eeded UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: Cb—hens In.GwlechwW Engnm6ig•E "m 21 f,WW1nQ•CO161=Wn MWOnab IQ"ng Thlmch.ki IntpWbn•Pmata P—i&,1,zw to •G.W j.=1 SWdo, ARRIVAL TIME: AUGER CAST PILE DEPART TIME: CLIENT REP_ FIELD DATA SHEET rOTALMILEAGE: / PROJECT NAME: �5'� i3�rgCH �lyL, DATE: 5j /3 ( / 3 PROJECT ID: p�io, /3U©/gp• oomo UES REP: GA los 7nS,,,/ CLIENT: )gvx6,X,4 CONTRACTOR: 1�R'c�JA6L1� Pile No. I/S- // /2 2 / 132- Strokes 0 to 5 ft 3 ) 1 3 Strokes 5 to 10 ft `/ Z 3 (a 5- Strokes 10 to 15 ft Strokes 15 to 20 ft S g g g Strokes 20 to 25 ft / O /b Strokes 25 to30ft / 2 13 2 Strokes 30 to 35 ft 1 Strokes 35 to 40 ft — Total Strokes Y/ q0 Compression/Tension Pile Pile Top Elevation (ft) 4 /1, , -Z- Ground Ground Elevation (ft) 4- I(� • o Auger Diameter(inch) 1`/ — StartAuger Time 1/,' 36 /1 : Y l2 °3 IZ : /3 /2 .' 2 /2•'38 Complete Auger Time 11 : c/0 //.' 5-3 12 : O ?- / 12 = 2 9 /2 Rate of Drilling at Last 3 ft J,cs, Co 5-2 s Sd s ( s Final Pile Length (ft) o• (o Pile Tip Elevation (ft) 14- 4 Theor. Pile Vol. (W) 32 I Start Grout Time // 'YO // -5-3 /2 :0 /2 : 1 l2 = 2 % 1Z ; 1 End Grout Time /2 : l v 12 /'2 3 Uniform Auger Extraction Reinforcing Steel (I 2,? - -- Total Stroke No. q/ L/D 3 9 Stroke to Volume Ratio I. 0 8 -- - - - Total Grout Volume �`/ 2 �/3. 2 0 -1/ ,/Z yq. 2 Overall Grout Factor /. 3 S /• 3 2- Concrete Concrete Truck No. Batch Time Cylinder No. Notes: UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES Coosutlwls In.GaoNehwAi Fnglneenng•Froltonmenlal Fns nwing,Cunsln Qgm malenuls Twl0 g• TRAVEL TIME: Thrushokl hspeo(Im1•P+rvale Prorde!in PoGlon•GoWysicat Swyo, ARRIVAL TIME: AUGER CAST PILE DEPART TIME: FIELD DATA SHEET CLIENT REP rOTAL MILEAGE: PROJECT NAME: 5�8 ,� 13L H A .t „3 DATE: / i 3 PROJECT ID: o/qo . 1300/90, 0000 /� UES REP:au0n u 14w CLIENT: 4v,eoaem CONST. CONTRACTOR: Rgm� V441), Pile No. / 2 3 / 3 (o / U C/ Imo- Strokes 0 to 5 ft 2 2- Strokes Strokes 5 to 10 ft (o 5- 3-- 5– Strokes -Strokes 10 to 15 ft (a 8 to Strokes 15 to 20 ft Strokes 20 to 25 ft 8 Co 9 g Strokes 25 to 30 ft i 0 Strokes 30 to 35 ft _ Strokes 35 to 40 ft --- — Total Strokes Z 4 2 q ZlP Compression/Tension Pile Pile Top Elevation (ft) + /lo. 2 /6. 2 + /(, Ground Elevation (ft) + /(o,o Auqer Diameter(inch) /y Start Auger Time i2;q q / o/ / 'i / ' /: 3C, Complete Auger Time /2; S 3 /; p /: q /; 2 9 3 / q.9 Rate of Drillinq at Last 3 ft 3.; YO 3 1 Cl 2 S` / Final Pile Length {ft) 30• (0 317. (0 3 0. b /,? , _ /9 , Pile Tip Elevation (ft) – I y, – /y, – ,.1/ – . S Theor. Pile Vol. (ft') 32 . r 3 2. /8. 9-/ /9. 9� Start Grout Time 57 /: o -- l,' � 9 � 2 B 1.'38 End Grout Time 12 : t: O l: 2 / P: yC> Uniform Auger Extraction ✓ ✓ `� `/ `� Reinforcing Steel l0'w5Sx2 xr K2 ' (0 SK 21? Ofix Total Stroke No. 3 y y o 2 2 9 2 Stroke to Volume Ratio 1. O Total Grout Volume 41% D U Overall Grout Factor–/. 25- /, $— /. 32- Concrete 2Concrete Truck No. Tavc Batch Time Cylinder No. Notes: Cr.v.^a»�rnQ in 70/Ni b 1in� f'1. f _+`Kort - D. '� �o .� t-e� -t-1..Q _s� �rrr ,= c,ti •-s Frfr •Th�F r. r •, c o,c C� �iRo c ae.r to 2 7 4fi l"P I '�OO I � 'TJti � ar P mor UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES TRAVEL TIME: Conwnwts In:GeotvchwW E,,&w-g-Frm,o-,wNa,FnOmwing•C.onct�a-Mibi-,-Taming Thrash DM Ylapamton.Pei le Proyi0w1mw,1Wn•GQn Nsieat StnOee ARRIVAL TIME: AUGER CAST PILE DEPART TIME: CLIENT REP: FIELD DATA SHEET rOTALMILEAGE: PROJECT NAME: S $-?` 6f'A['N 41"ie [,)/ DATE: 8113113 PROJECT ID: o f qo. i 3 va/gv. or, a / UES REP: `S a 5a,v ,,,•,an r, CLIENT: abtn A COWsa , CONTRACTOR: 3��upR Pile No. Imo- Strokes 0 to 5 ft Strokes 5 to 10 ft y S `-/ Strokes 10 to 15 ft 10 -5,- Strokes Strokes 15 to 20 ft lv Strokes 20 to 25 ft Ll `k Strokes 25 to 30 ft — Strokes 30 to 35 ft — s Strokes 35 to 40 ft Total Strokes 2-s- "2_to Z l0 2� 2 3 Compression/Tension Pile - - — Pile Top Elevation (ft) d //. '2 /,?. Z- + / 3 . 2- Ground Elevation (ft) + ho, 0 Auger Diameter(inch) /L/ - Start Auger Time I 5-q 2: 0 ,/ 2 Complete Auqer Time /: S rA 2 : 0 t. 2 : i s 2 Z 2: 33 Rate of Drilling at Last 3 It / 2 b 2 3 j b z l Final Pile Length (ft) / 7 9. !�i, /9. 9. � Pile Tip Elevation (ft) Theor. Pile Vol. (W) / q 21.08 2/, S Z/• C Zl. O 8 Start Grout Time l: S' 6 Z:O (P 2:/ 2:2 q 2.' 35- End : 3SEnd Grout Time 1: S 9 2=o B Z l Z • Z(o 2 3�` Uniform Auger Extraction Reinforcing Steel ------ Total -Total Stroke No 2 5- 2v Z Io 2- -2- 3 Stroke to Volume Ratio /. 0 ,9 Total Grout Volume -2--4. o 2 O L8. 08 -2 S. A/D- Z9, 8 Overall Grout Factor /, 33 ). 33 1. 23 /. / 8 Concrete Truck No Batch Time Cylinder No. Notes: - 7 OK tits i 9 Sv 3S h1 UNIVERSAL TIME AND EXPENSE INFO ENGINEERING SCIENCES Cunsugmis In.Ge"W""'KN Enpineerinp-Enwro -shlat En neor TRAVEL TIME: ThiVchok7lncpecllon•Pvn.ate Provider Ins cdnn-Geophysical P SMI°Conslructivn MNenel6 Testing pa Sluder. ARRIVAL TIME: AUGER CAST PILE DEPART TIME FIELD DATA SHEET CLIENT REP TOTAL MILEAGE: PROJECT NAME: S 8_?. 7k7,ti W ve DATE" PROJECT ID: 090, �3co/90 0000 UES REP: ��co✓ �yati� /ra,/Bc l�s,>:<+�, CLIENT: pypoae,y Cons• CONTRACTOR: Rri�va�n Pile No. 5,- T - 2 Strokes 0 to 5 ft — --- 2 2- Strokes Strokes 5 to 10 ft y I S q 3 Strokes 10 to 15 ft j Strokes 15 to 20 ft 7 g 7� 8 Strokes 20 to 25 ft 9 Strokes 25 to 30 ft Strokes 30 to 35 ft Strokes 35 to 40 ft '— Total Strokes 2 ,57 3 3 5 �{ / Compression/Tension Pile -- Pile Top Elevation (ft) -+ 13. 2- -f 13. 2- Ground 3. 2Ground Elevation (ft) f 1(,-o > Auger Diameter(inch) ly ' Start Auger Time 2 : 3 $ Z 4 b 7 : 3f2q Complete Auger Time 2:N o Z' 4 $ 3: v 2 3: i o -3 20 3 3� Rate of Drilling at Last 3 ft / $ 2 5- Final-Pile FinalPile Length (ft) /q. 0 3O (o Pile Tip Elevation (ft) Theor. Pile Vol. (ft3) Z I. o g 21-08 32• a 7 Start Grout Time 2;y o -2: y 8 a 3: /0 -3.-2 C> 3: End Grout Time ' 4 322- g; 3 Uniform Auger Extraction Reinforcing Steel ' � S 29 Total Stroke No. Z 5` 2_q c,/2 39 39 y Stroke to Volume Ratio p __. Total Grout Volume 2 2 5.9 2 5/3' q i 0 `f 2 / 2 Overall Grout Factor /. 2 $ O- Concrete Truck No, Batch Time Cylinder No. Notes: NDi FOUNDATION LOCATION CERTIFICATION Bureau of Beaches and Coastal Systems Division of Water Resource Management Permit Number. Mail to: Florida Department of Environmental Protection 3900 CommonweaM Boulevard Mail 300 Mp g Tallahassee, Ke,Florida 32399-3000 Permittee Name: tl�k Q• d This is to certify that all aspects of the foundation location,as constructed, are in accordance with both the plans and the project description approved by the Department of Environmental Protection as part of the permit. The foundation location certification is based upon such surveys as are necessary to determine the actual location specified below: Distance the seawardmost piling has been placed as measured perpendicular to the coastal construction control line: 134.81 Feet Note: Any deviations from the approved plans and specifications shall be stated as an exception to this certification. No further vertical construction on the permitted structure is authorized until the Bureau of Beaches and Coastal Systems has notified the permittee, in writing,that this foundation locatio ert' ation has been approved. 4 ate Signature of Applicant -rH V p-.s o. KMVtN led me of Applicant 8/26/2013 Date Sor Donn W Boatwright, PSM Typed or Printed Name of Surveyor (Seal) LS 3295 State of Florida Registration Number DEP Form 73-114B(Updated 9105) 'A16 LO G FOUNDATION LOCATION CERTIFICATION Bureau of Beaches and Coastal Systems ,A U Ln - CA Division of Water Resource Management J ^y / O Florida Department of Environmental Protection Permit Number: Malt to 3900 Commonwealth Boulevard /y� Mail Station 300 �r�k AAWc/`i�1Ctt Tallahassee,Florida 32399-3000 Permittee Name: This is to certify that all aspects of the foundation location, as constructed, are in accordance with both the plans and the project description approved by the Department of Environmental Protection as part of the permit. The foundation location certification is based upon such surveys as are necessary to determine the actual location specified below: Po o L n;l;N�S Distance the seawardmost piling has been placed as measured perpendicular to the coastal construction control line: 153.74 Feet Note: Any deviations from the approved plans and specifications shall be stated as an exception to this certification. No further vertical construction on the permitted structure is authorized until the Bureau of Beaches and Coastal Systems has notified the permittee, in writing, that this foundation location certification has been approved. ci-/zC13 -- Date Signature o Applicant t ZteNarne pr�.�rorh �.t-FoM of Applicant8/26/2013 ate Signature r _Donn W Boatwright, PSM v Typed or Printed Name of Surveyor LS 3295 = l; State of Florida Registration Number DEP Farm 73-114B(Updated 4/05) . [ FILE COPY r TAFS over ICFs dr '` A Textured 100%Acrylic Finishes (TAFS) DS194 For Use Over Insulating Concrete Forms (ICF) Textured Acrylic Finishes (TAFS) Over ICFs Specifications i--s -3 Elft-S, M11e-mc.., y Textured Acrylic Finishes over ICFs DS194 MANUFACTURER SPECIFICATION SECTION 09960 TEXTURED ACRYLIC FINISHES(TAFS) OVERICFS PART I—GENERAL 1.01 SUM A.This document contains all the Manufacturer's requirements for the proper design,use,and installation of the Dryvit Textured Acrylic Finishes(TAPS)over Insulating Concrete Forms(ICF)with or without an additional layer of EPS foa insulation board. Refer to DS193 ICF Finish System Installatio ditional information. . DE 1.Textured Acrylic Finishes C.RELATED SECTIONS 1.Insulating Concrete Forms—Section 031119 1.02 REFERENCES A.ASTM 8117(Federal Test Standard 141A Method 6061)Test Method of Salt Spray(Fog)Testing. B.ASTM 0150 Specification for Portland Cement. C.ASTM C297 Test Method for Tensile Strength of Flat Sandwich Constructions in FlatMse Plane. D.ASTM D968(Federal Test Standard 141A Method 6191)Test Method for Abrasion Resistance of Organic Coatings by Failing Abrasive. E.ASTM D3273 Test Method for Resistance to Growth of Mold on Surfaces. F.ASTM E84 Test Method for Surface Burning Characteristics of Building Materials. G.ASTM E96 Test Method for Water Vapor Transmission of Materials. H.ASTM G155(ASTM G23 or G26)Recommended Practice for Operating Exposure Apparatus(Carbon-Arc Type) With and Without Water,for Exposure of Nonmetallic Materials. I. OS131 Expanded Polystyrene(EPS)Insulation Board Specifications, J.DS 152 Dryvit Cleaning and Recoating Data Sheet. K.DS204 Outsulation System Application Instructions. L.DS494,Dryvit AquaFlase System M.DS705,Reflectit'm 1.03 DEFINITIONS A,Contractor:The contractor that applies materials to the substrate. B.Dryvit:Dryvit Systems,Inc.,the manufacturer of the TAFS materials. C.Lamina:The layer consisting of the reinforced base coat and finish materials. D. Finish:An acrylic based coating,available in a variety of textures and colors,which is applied to the prepared wall surface. E.Reinforced Base Coat The layer consisting of fiberglass reinforcing mesh fully embedded in the base coat material applied to the outside surface of the substrate. F.Reinforcing Mesh: Glass fiber mesh used to reinforce the base coat. G. Substrate:The ICF or additional layer of EPS to which the Dryvit base coat is applied. 1.04 DESCRIPTION A.General:Dryvit TAFS consists of base coat,reinforcing mesh and finish. B.Design Requirements: 1.Acceptable surfaces for the Dryvit TAFS shall consist of ICF molded EPS manufactured with buried webs and ICF with exposed webs when additional EPS is applied to the ICF surface. Contact Dryvit Systems, Inc.for recommendations regarding other products. 2.Vapor Retarders:Use,type and location of vapor retarders,within a wall assembly,is the responsibility of the project designer and shall be noted on the project drawings and specifications. 3.Projecting surfaces shall have a minimum slope of 6:12 and maximum length of 305 mm(12 in). 4.The substrate shall be flat and smooth. 5.The specified ICF shall comply with all applicable code requirements for the construction type(combustible or non- combustible). Details shall conform with proper termination requirements for combustible or non-combustible construction(refer to published details). C.Performance Requirements:As a minimum the Dryvit materials shall be tested as follows: 1.MildewlFungus Resistance:ASTM D3273; Passed 2.Accelerated Weathering:ASTM G155-5000 hrs.;Passed 3. Salt Spray Resistance:ASTM 8117—300 hrs.; Passed 4.Abrasion Resistance:ASTM D968;Passed 5.Absorption,Freeze/Thaw:ASTM C67—60 Cycles;Passed 6.Water Penetration:ASTM E331;Passed 7.Flame Spread:ASTM E84—Flame Spread Index less than 25,Smoke Developed less than 450. 2 Textured Acrylic Finishes over ICFs OS194 8. Impact Resistance: EIMA 101.86. impact resistance is measured over EPS insulation and varies with the specific reinforcing mesh used. Refer to table below: Reinforcing Mesh/Weight EIMA Impact EIMA Impact Range Impact Test Results mp oz/ d2 Classification Joules in-lbs Joules in36s Standard-146 4.3 Level 1 3-6 25-49 4 Standard Plus-203 In Level 6-10 50-89 6 56 Intermedlate-4U1 (12) Level 3 10-17 (90-150) 12 (108) 's `- Leve14 >17 (>150) 18 Panzer15 509(15) (162) Panzer 20`-695(20.5) Level 4 >17 (>150) 40 (352} Detail Mesh Short Rolls -146(4.3) n/a ilia ilia ilia n/a Comer Mesh-244(7.2) n/a ilia ilia ilia n/a 'Shall be used in conjunction with Standard Mesh 9.Water Vapor Transmission:ASTM E96—Vapor Permeable 1.05 SUBMITTALS A.Product Data—The Contractor shall submit to the owner/architect manufacturer's product data sheets describ ng products,which will be used on this project. B.Samples—The Contractor shall submit to the owner/architect two samples of each finish,texture,and color to be used project.on the he same tools n eefor installation shall be pahe samples. Samples shall be of sufficentsizeo accurately represent each color and texturexture to be utilized on thprepare project. 1.06 QUALITY ASSURANCE A.Qualifications 1.Manufacturer.Shall be Dryvit Systems, Inc. All materials shall be manufactured or sold by Dryvit and shall be purchased from Dryvit or its authorized distributor. a.Materials shall be manufactured at a facility covered by a current ISO 9001:2008 and ISO 14001:2004 certification. Certification of the facility shall be done by a registrar accredited by the American National Standards Institute, Registrar Accreditation Board(ANSI-RAB). 2.Contractor:Shall be knowledgeable in the installation of the Dryvit materials and shall be experienced and competent in the application of TAFS. 1.07 DELIVERY,STORAGE,AND HANDLING A.All Dryvit materials shall be delivered to the job site in the original,unopened packages with labels intact. B.Upon arrival,materials shall be inspected for physical damage,freezing or overheating. Questionable materials shall not be used. C.Materials shall be stored at the job site in a cool,dry location,out of direct sunlight,protected from weather and other damage. Minimum storage temperature shall be 7°C(45°F)for Color Primelm,10°C(50°F)for AmeristoneT", TerraNeoe,LymestoneT",and Reflectit,and 4°C(40°F)for all other products. 1.08 PROJECT CONDiT{ONS A.Environmental Requirements rotection is rovided. 1.Application of wet materials shall not take place during inclement weather unless appropriate p P Protect materials from inclement weather until they are dry. 2.At the time of application,the air and wall surface temperatures shall be minimum 7'C(45'F)for Color Prime, 10°C(50°F)for for Ameristone""',TerraNeoe,LymestoneTD",and Reflectit,2°C(35°F)for Rapidry DM 35-50T"",and 4°C(40°F)for all other products. These temperatures shall be maintained,with adequate air ventilation and circulation,for a minimum of 24 hours thereafter,or until the products are dry. B.Existing Conditions—The Contractor shall have access to electric power,clean water,and a clean work area at the location where the Dryvit materials are to be applied. 1.09 SEQUENCING AND SCHEDULING A.Installation of the Dryvit TAFS shall be coordinated with other construction trades. B.Sufficient manpower and equipment shall be employed to ensure a continuous operation,free of cold joints,scaffold lines,texture variations,etc. 3 Textured Acrylic Finishes over ICFs DS194 1.10 LIMITED MATERIALS WARRANTY A.Dryvit Systems, Inc.shall provide a written limited warranty against defective materials,upon written request. Dryvit shall have no liability for the application of the materials. Dryvit shall make no other warranties,expressed or implied. Dryvit is not liable for incidental or consequential damages. Contact Dryvit Systems, Inc.for complete details. 1.11 DESIGN RESPONSIBILITY A. It is the responsibility of both the specifier and the purchaser to determine if a product is suitable for their intended use. The designer selected by the purchaser shall be responsible for all decisions pertaining to design,detail,structural capability,attachment details,shop drawings,and the like. Dryvit has prepared guidelines in the form of specifications and details to facilitate the design process only. Dryvit is not liable for any errors or omissions in design,detail, structural capability,attachment details,shop drawings,or the like,whether based upon the information prepared by Dryvit or otherwise,or for any changes which purchasers,specifiers,designers,or their appointed representatives may make to Dryvit's published comments. 1.12 MAINTENANCE A.Maintenance and repair shall follow the procedures noted in Dryvit Outsulation System Application Instructions,DS204, B.All Dryvit products are designed to require minimal maintenance. However,as with all building products,depending on location,some cleaning may be required. See Dryvit publication DS152 on Cleaning and Recoating. C.Sealants and flashings shall be Inspected on a regular basis and repairs made as necessary. PART If PRODUCT 2.01 MANUFACTURER A.AJI components of the Dryvit TAFS shall be obtained from Dryvit or its authorized distributors. 2.02 MATERL4LS A.Portland Cement:shall be Type i or 11,meeting ASTM C150,white or gray in color,fresh and free of lumps. B.Water.Shall be clean and free of foreign matter. 2.03 COMPONENTS A.Air(Water-Resistive Barrier(at openings and penetrations). 1.Dryvit Backstop NT:A fully formulated,non-cementitious,water based material. 2.Dryvit Grid Tape'":A 102 mm(4 in)wide,open weave fiberglass mesh tape. B.Flashing Materials:Used to protect substrate edges at terminations. 1.Liquid Applied:A flexible water-based polymer material,ready for use. a.Shall be AquaFlash and AquaFlash Mesh 2.Sheet Type: a.Shall be Flashing Tape and Surface Conditioner 1)Dryvit Flashing Tape TTM:A high density polyethylene film backed with a rubberized asphalt adhesive available in rolls 102 mm(4 in), 152 mm(ti in)and 229 mm(9 in)wide by 23 m(75 ft io o2lr- as su ace on itioner and adhesion promoter e Dryvit hing Tape. C,Expanded polystyrene(if applicable):Additional layer of EPS and EPS shapes shall be 16 kg/Gu.m(1 pcf)nominal density meeting DS131 and be produced by a manufacturer licensed by Dryvit. Shall be minimum 25 mm(1 in)thick. Maximum EPS thickness shall be limited by local code jurisdiction. D.Base GoatJAdhesive _ ortland Cement. a.Shall be Genesis or Primus. 2.Ready mixed:A dry blend cementitious,co-polymer based product,field mixed with water. a.Shall be Genesis DMTm,Primus DMTm or Rapidry DMTw. 3.Water Resistant:A high percentage polymer-blend material,which is field mixed with Portland Cement in a 1:1 ratio by weight. a.Shall be Dryflex�. 4.Dryvit AP Adhesive(adhesive only):A moisture cure one-part urethane-based product. E.Reinforcing Mesh(es):Shall be a balanced open weave,glass fiber fabric treated for compatibility with other System materials and shall be as noted in Paragraph 1.04.C.8 above. F.Finishes:Shall be the type,color,and texture as selected by the owner/architect and shall be one or more of the following: 1.Standard DPR(Dirt Pickup Resistance):Water based,acrylic coatings with integral color and texture,and formulated with DPR(Dirt Pickup Resistance)chemistry. a.Quarzputz`a:Coarse texture. b.Sandblasts,Sandblast NTX:Medium texture. c.Freestyles, Freestyle Smooth, Freestyle Fine: Fine texture. d.Sandpebbles,Sandpebble NT:Coarse pebble texture. e.Sandpebble Finer"', Sandpebble Fine NT:Fine pebble texture. f,Sandpebble CoarseTm:Very heavy pebble texture. 4 Textured Acrylic Finishes over ICFs DS194 2.Elastomeric DPR(Dirt Pickup Resistance):Water based elastomeric acrylic coatings with integral color and texture, and formulated with DPR chemistry: a.WeatheriasticTM Quarzputz:Coarse texture. b,Weatherlastic Sandpebble:Rough pebble texture. c.Weatherlastic Sandpebble Fine:Fine pebble texture. d.Weatherlastic Adobe'": Fine texture. 3.ETM Finishes:Lightweight water based acrylic coatings with integral color and texture,and formulated with DPR chemistry. a.Quarzputz E:Rilled pattern in a regular or random style. b.Sandpebble E: Rough,pebbly texture. c.Sandpebble Fine E:Fine pebble texture 4.Medallion Series PMRT" (Proven Mildew Resistance):Water based acrylic coatings with integral color and texture, and formulated with PMR chemistry: a.Quarzputz PMR:Coarse texture. b.Sandblast PMR,Sandblast NTX PMR:Medium texture. c.Freestyle PMR:Fine texture. d.Sandpebble PMR,Sandpebble NT PMR:Coarse pebble texture. e.Sandpebble Fine PMR,Sandpebble Fine NT PMR: Fine pebble texture. 5.Specialty:Factory mixed,water-based acrylic: a.Ameristone:Multi-colored quartz aggregate with a flamed granite appearance. b.Stone Mist®:Ceramically colored quartz aggregate. c.Custom Brick:Acrylic polymer-based finish used in conjunction with a proprietary template system to create the look of stone, brick, slate or tile. d.TerfaNeo: 100%acrylic-based finish with large mica chips and multi-colored quartz aggregates. e.Lymestone:A premixed,100%acrylic-basad finish designed to replicate the appearance of limestone blocks. f. Reflectit:100%acrylic coating providing a pearlescent appearance. G Coatings,Primers and Sealers: 1.Demandie,Weatheriastic SmoothT"",Revyvit,Tuscan GlazeTm,Color Primer"",Prymie,and SealClear"M. PART Ill EXECUTION 3.01 EXAMINATION A. Prior to application of the Dryvit TAFS,the Contractor shall ensure that the substrate is as listed in Section 1.04.8.1. B.Prior to the installation of the Dryvit TAFS,the Architect or General Contractor shall insure that all needed flashings and other waterproofing details have been completed, if such completion is required. C.The Contractor shall notify the General Contractor and/or Architect and/or Owner of all discrepancies. Work shall not proceed until discrepancies have been corrected. 3.02 SURFACE PREPARATION A.The substrate shall be free of foreign materials such as dust,dirt,moisture,frost and any other materials that inhibit adhesion. 1.The ICF shall be manufactured with buried webs or exposed webs(additional layer of EPS required)and consist of molded EPS. Extruded ICF must include a layer of EPS attached to the iCF. 2.The surface of the ICF or EPS layer shall be prepared as to be flat and smooth. 3.The entire surface of the IGF or EPS layer shall be rasped to remove any UV degradation and provide a smooth planar surface. 4.All voids and gaps greater than 1.6 mm(1/16 in)in the ICF or EPS layer shall be slivered and filled using additional pieces of insulation. Note:base coat material shall not be used for leveling.The wall surface must be brought into plane prior to applying coatings. 5.Where required,provision shall be made for termite control and inspections along the base of the wall. Consult ICF manufacturer regarding proper treatment at grade. 3.03 INSTALLATION A.The Dryvit materials shall be mixed and applied in accordance with current Dryvit printed Outsulation System Application Instructions(DS204). 1. Install additional layer of EPS insulation board when specified: a.To face of molded ICF(if applicable)using adhesive per DS204 or using mechanical fasteners anchored in attachment strips in the ICF to satisfy structural requirements. b.To face of extruded ICF(required)using mechanical fasteners anchored in attachment strips in the ICF to satisfy structural requirements. 2.Apply edge wrap using Detail Mesh embedded in base coat at all ICF and EPS terminations. 5 Textured Acrylic Finishes over ICFs DS194 3.Install all EPS trim by adhering to the existing ICF using Dryvit adhesive and allow to dry. 4.Apply a layer of the specified reinforcing mesh embedded in wet base coat mixture over the entire wall surface area and trowel smooth. The recommended method is to apply the base coat in two passes.Refer to Dryvit printed Outsulation System Application Instructions(DS204). 5.Allow the base coat mixture to cure a minimum of 24 hours until completely dry. Cool,humid conditions may require longer cure times. 6.Apply the specified finish in accordance with Dryvit's printed installation Instructions. 3.04 FIELD QUALITY CONTROL A.The Contractor shall be responsible for the proper application of the Dryvit materials. B.DWI:assumes no responsibility for on-site inspections or application of its products. 3.05 CLEANING A.All excess Dryvit materials shall be removed from the job site by the Contractor in accordance with contract provisions. B.All surrounding areas,where Dryvit coatings have been installed,shall be left free of debris and foreign substances resulting from the Contractor's work. 3.06 PROTECTION A.The Dryvit coatings and the project shall be protected from damage and exposure to dust and other contaminants until dry. DISCLAIMER Information contained in this specification conforms to standard detail and product recommendations for the installation of the Dryvit TAFS as of the date of publication of this document and is presented in good faith. Dryvit Systems,Inc.assumes no liability,expressed or implied,as to the architecture,engineering or workmanship of any project. To ensure that you are using the latest,most complete information,contact: One Energy Way West Warwick,RI 02893 (401)822-4100 Dryvit Systems,Inc. one Energy Way For more information on Drwtt SVSteM or Continuous Insulation, West Warwick,RI 02893 visit these links.(800)556-7752www.dryvit.comdryvIVJ �� 6 Prntad In USA. Issued 99-it-13 CoryVt Systwns,Inc.2004 PRIMUS@ QM DS405 Dry Mix, Polymer-Modifie Cementitious Adheslv and Base Coat Description APPROPRIATE DRYVIT SYSTEM water or Primus DM material. Allow Primus DM is a dry mix,polymer- APPLICATION INSTRUCTIONS. the mixture to set for a minimum of modified,Cementitious adhesive and Job Conditions-Air and surface 5 minutes then retemper,adding a base coat. it is supplied In 23 kg temperatures for application of the small amount of water if necessary. (50 lb.)bags and,when mixed with Primus DM mixture must be 4"C Material must be free of lumps water at the job site, produces a high (40 °F)or higher and must remain so before using. performance,easily applied for a minimum of 24 hours. Mortar Mixer—Add 5.7 L(6 qt)of adhesive and base coat for use wi clean potable water for each 22.7 kg Dryvit systems. Temporary Protection-Shall be (50 Ib.)bag of Primus DM into a provided at all times until the clean mortar mixer. Add the Primus ses adhesive,base coat,finish and DM while the mixer is running. Let Primus DM is used to adhere installation of permanent flashings, mix 3 to 5 minutes,shut the mixer off expanded polystyrene insulation sealants,etc.are completed to for 5 minutes,then run mixer for board to acceptable substrates and protect the wall from inclement another 2 to 3 minutes to break the to embed reinforcing mesh as part of weather and other sources of set and add a small amount of water the base coat for Dryvit systems. damage. if necessary to adjust the workability. Coverage Acceptable Substrates: The pot fife is 1 to 3 hours Approximately 5.1 m2(55 ft2)of Exterior grade gypsum sheathing depending on weather. surface area per 22.7 kg (50 lb.) meeting ASTM C 1396(formerly Application bag,depending on job conditions, C 79)requirements for water- Adhesive—For application over application techniques,etc. This resistant core or Type X c sheathing substrates,use a includes adhesive and base coat xten ea ing having g a water- stainless steel notched trowel with layers. For adhesive only 9.3 m2 resistant core with fiberglass mat notches measuring 9.5 mm(3/8 in) (100 ft2);for base coat only acers meeting ASTM C 1177 wide, 12.7 mm(1/2 in)deep spaced 11.1 m (120 if). Exterior fiber reinforced cement or 38 mm(1 YZ in)apart. Apply the calcium silicate boards Primus DM mixture on the back side Properties U d brick,cement plaster, of the insulation board and scrape Working Time-After mixing,the concret r masonry the excess adhesive from between working time of the Primus DM n ze expan a etal lath the adhesive beads. The adhesive mixture is approximately 1-3 hours 1.4 or 1.8 kglm2(2.5 or 3.4 lbstyd2) beads shall be applied so that they depending on ambient weather installed over a solid substrate run vertically when the insulation conditions, Surface Preparation: board is placed on the wall. Drying Time—Drying time of the Surfaces must be above 4°C For application over non-sheathing Primus DM mixture is dependent on (40°F)and must be clean,dry, substrates,the notched trowel the air temperature and relative structurally sound and free of application as described above is humidity. Under average drying efflorescence,grease,oil,form acceptable or a ribbon and dab conditions[21 °C(70°F),56%R.H.], release agents and curing application may be used. With a the Primus DM mixture will dry in 24 compounds. stainless steel trowel apply a ribbon hours. Protect work from rain for at The substrate shall be flat within of the Primus DM mixture 51 mm feast 24 hours.Being a Cementitious 6,4 mm(1/4 in)in a 1.2 m(4 ft) (2 in)wide x 9.5 mm(3/8 in)thick product,the Primus DM mixture radius. around the perimeter of the develops full strength in 28 days, insulation board. Place eight dabs of When used to bond expanded Mixing the Primus OM mixture 9.5 mm polystyrene insulation board to an Pall Mixing—One 22.7 kg(50 ib) (3/8 In)thick by 102 mm(4 in)in acceptable substrate,a period of 24 bag of material will produce diameter approximately 203 mm hours must elapse to allow the approximately 19 L(5 gal)of Primus (8 in)on center to the interior area. Primus DM mixture to form a positive DM mixture. Add 5.7 L(1.5 gal)of CAUTION: Do not install the bond. The installed insulation board clean potable water into a clean Primus DM mixture directly on the should not be disturbed until plastic container. Add the Primus substrate. Immediately place the adequate bond has developed. DM slowly while mixing using a insulation board on the substrate, "Twister"paddle or equivalent mixing ensuring that no Primus DM mixture Testing Information blade,powered by a 12.7 mm(1/2 gets into board joints. Do not allow For individual test data on this in)drill,at 500-1200 rpm. NOTE:A the Primus DM mixture to form a product's properties, refer to the minimum 7 amp drill works best skin before positioning the insulation chart included with this document. for Portland cement based board on the substrate as it will Application Procedures materials. Thoroughly mix until affect the bond strength. FOR COMPLETE APPLICATION uniformly wetted, h a smallamountof INSTRUCTIONS,REFER TO THE consistency w Primus DM DS405 Base Coat-For base coat Clean Up—Clean tools with water - Mixing paddles and pails must be application, all insulation board while the Primus DM mixture is still clean. Contamination from irregularities greater than 1.6 mm wet. previous mixing will lead to a short (1/16 in)must be sanded flush. pot life Apply the base coat to the entire Storage - Substrate and air temperatures surface of the insulation board.Fully Primus DM bags must be protected must be above 4*C(40°F)or from moisture and weather. The higher and rising at time of b embed the Dryvit reinforcing mesh in bags shall be stored off the round 9 9 the wet base coat troweling from the g g application. center to the edge of the reinforcing in a cool,dry location out of direct - Wear protective eyewear and mesh so as to avoid wrinkles.The sunlight. If the Primus DM is warm clothing since the product contains reinforcing mesh shall be continuous or hot,the pot life of the Primus DM cement,which cause irritation. at all comers and lapped or butted in mixture Will be greatly reduced. The • Avoid working in direct sunlight accordance with Dryvit's shelf life is 1 year from date of and keep mixed Primus DM in the recommendations.The overall manufacture when properly stored in shade. minimum base coat thickness shall unopened bags. Technical and Field Services be sufficient to fully embed the Cautions and Limitations: Available on request. reinforcing mesh.The recommended Clean, cool potable water may be method is to apply the base coat in added to adjust workability. Do two applications.All areas requiring not over water. Wane water will higher impact resistance shall be accelerate the set. detailed on the plans and described Primus DM mixture shall not be in the contract documents.The used to adhere EFS directly to application shalt be in accordance wood-based substrates. with Dryvit's recommendations. Primus DM Testing Test Test Method Criteria Results Surface Burning ASTM E 84 ICC and ANSI/EIMA 99-A-2001 Passed Characteristics Flame Spread<25 Smoke Developed <450 Water Vapor ASTM E 96 Procedure B ICC:Vapor Permeable 66 Perms Transmission No ANSI/EIMA Criteria Accelerated Weathering ASTM G 23(Carbon Arc) ICC:2000 hours:No deleterious 2000 hours:No effects' deleterious effects' Freeze-Thaw ASTM E 2485(formerly ANSI/EIMA 99-A-2001 60 cycles:No deleterious Resistance EIMA 101.01) 60 cycles:No deleterious effects' effects' ASTM E 2485IICC-ES Proc: No deleterious effects after Passed—No deleterious ICC ES AC219` 10 cycles effects'after 10 c cies Water Resistance ASTM D 2247 ICC and ANSI/EIMA 99-A-2001 14 days:No deleterious 14 days:No deleterious effects' effects' Tensile Bond2 STM C 297/E 2134 ICC and ANSI/EIMA 99-A-2001 >104 kPa(15 psi) (formerly EIMA 101.03) Minimum 104 kPa(15 psi)— substrate or insulation failure Water Penetration ASTM E 331 No water penetration beyond the Passed 2 hours at inner-most plane of the wall after 299 Pa(6.24 psf) 2 hours at 299 Pa 6.24 s 1.No cracking,checking,rusting,crazing,erosion,blistering,peeling,or delamination when viewed under 5x magnification. 2.Sample consists of 1"EPS adhered to various substrates *AC219—Acceptance Criteria for EIFS Information contained in this product sheet conforms to the standard dry Dry-At Systems,Inc. detail recommendations and specifications for the installation of Dryvit V P.O.Box 1014 Systems,Inc.products as of the date of publication of this document r vTI One Energy Way and is presented in good faith.Dryvit Systems,Inc.assumes no liability, p�� West Warwick,RI 02893 expressed or implied,as to the architecture,engineering or FM 800-55&7752 workmanship of any project.To ensure that you are using the latest, www,dryvit.com most complete information,contact Dryvit Systems,Inc. Printed in USA R10:11-30-07 2 Ccryvit Systeme,Inc.1991 lCF 6.0-'Otl .r �l Er,ti..i.�,�•, .t♦xf�•r ... '.. r i S•r: '':;• "-'<�?�' ••�' .s: �r,� <<:z' RYVIT BASE COAT I �;• DRYVIT REINFORCING MESH Dryvlt TAFS ., •.:. Over ICPpRYVIT BASE COAT RYVIT FINISH ' BY OTHERS DRYVIT TAFS i i CF ter—DRYVIT ADHESIVE �;.i;°< •i;> ' '• �•4 _� �<'' i :_••:, XPANDED POLYSTYRENE :> " ' •;;•s;: INSULATION BOARD (MIN, 1"1 Dryv '<"'= * ' >' .`,'''•: RYVIT BASE COAT Over Additional 'a: •Si '^;r.:: ?'�r�•`. !4?, •5 "> { Layer of EPS ''s'^i•::= ;.:�, !` i. `� i RYVIT REINFORCING MESH I Over ICP ^"s - .r _ .�• > ; RYVIT BASE COAT j i RYVIT FINISH ;; t, i t" f:''�.v• :- .;" BY OTHERS DRYVIT TAFS OVER ADDITIONAL LAYER OF EPS TAFS® OVER ICFs cutaway Tr.m,ngedum,wQkiaadng and design of Uhe Pn�ung the NOTE! DM P oWft is the moponsb"of tla MOM dadgn 1. DRYVIT RECOMMENDS THAT GROUND p,.j..fonsL M "a"nnuiA comPtY WM io"'bu4dkV"d"and sw lord&.This deW is for general inldtr mbm and gWdO"onh' FLOOR APPLICATIONS AND ALL FACADES and Drr,Wedficaj i diedalma any liabilly for t)a use Of this EXPOSED TO ABNORMAL STRESS,HIGH d.Wt and br via ardhtac9+ta,design•engineering or aotk nans h'u of any Pselact The project design Ptoteaalonsl dawminos-h k.-to TRAFFIC,OR DELIBERATE IMPACT HAVE dbaefion.wts&thar This data)or a functionally equNet&nt aaatnatm is THE BASE COAT REINFORCED WITH des nn joiied�r the prowsn Use of A Thla d tal W y eq ndala l twn nol vldato Dryva's watranlY•TNa dam 4 r.0jd to dsang& PA,NzEV MESH PRIOR TO STANDARD—OR �nota&'coned ayvk ho i.."you haw ase moa secant STANDARD PLUS-MESH. LOCATION OF HIGH IMPACT ZONES SHOULD BE INDICATED ON CONTRACT DOCUMENTS dryvi ROVED" REV:_hPV 02004 DY4 IRS 2 „ J LP O Lli r ;`i` • ��Q••ti�. ///MyO N a y'r/�o N �y^Cr CID C6) �./ - •�/ I U1 Add' Q• ` C qp�c” I O 29.00' MONUMENT R-50' 0 r.9�y'•'"`t i 9 r� a S84'44'00'W —� I M I'l- V- E LO S N N r Lo M CID X N 1 1 1 CU c0 0 JANGLE POINT �� 40 � Co ZPPOSITE R-50 I I to o 'It o t4 � N Graphic Scale: 1"=20' 00 ... �• I I 3 Y • � � I RICK WALL I � I � � o p i o CU Two STORY FRAME I I I ( `STONE WALL 0 v7 RESIDENCE I I I 1 Dm WECK o ' I O (j N 1 ; �I I I I TWO STORY 1 I m D Cn I I A.+n D Lai FRAME I �, r o �� I �� o I I �� RESIDENCE I Po " ' I �. 10 I I I I 115 ACCESS 1 � Po A N I ct I i l I I OFFICIAL RECORDS O o,'3 D �I o m I I I VOLUME 7337, PAGE 571 O I n nj ,'��++ N I I I I 1 Z Ln Ln 1� I STREET PARKING z) I SPACES (3) I 134.78' a D • L.L.. 146.72' o z I z PM No AP o ' ` WALL/FENCE i N r — Q) rr, NORTHING 2180500.2 EASTDIG 1 I O I BENCHMARK 531162.7 156.54' 0 I I ASPHALT PAVEMENT 00 �A���y17�L and D LB387��M'SIDEINOODP POLE 22.00' 136.03' - - - JALK - - - - - C-1 i AVD'BB — — CONCRETE — — — — •� JVVL1� ? � ,, - - - - -- -- - - - - - — — - - - - � ' WOOD WALK - '31'14"E 200.00' IRON TO IRON FauND11/2•REHAR CONCRETE DRIVE IS 3129 � :%� / %%• h /�' :j j:' � ' 172.79' CCCL 0 FORMER CCSL TELEPHON :.� 34.14 TO CCCL %.', .-...:.;�' %moi• ; rr.,. a *. W CABLE RI / 2 1 3 I kh 50.67 TI r 82.00' n .i I WALL S Gow ' �Q FENCE ' I N �.. . o GARAGE / r HOUSE 1ST FLOOR C:) I Z NW F5.00' W 54.56' w '''! � rC / 'Y O vl ' �! �., Q Q rri \ : �. II X, ., ¢ \ \ / I .�. / / / �f 'r r ( w � -J ' lot r,p . .r %\.,/ 's��/`'y�/J/ `s O� � ! \, f •.. `C C, '•Y '�. r, / r' N I I E W Q i M \ r r/r 4'P / / C.O. ff Ill 1I11rrII l� 8.29 ,7(�I U� in Y' N 1�1 LrJ `� O , T I at TER IC 7.00' : :. /\ `/ j\. tr Q4 • •��� ✓, rte'" L' /' ./t, ` NC IY`; (7 �'. HOUSE m ` DUNE, i. G D R A { S S / Er ,s rn I to i \ . ' a 50.67' -I (1ST FL OR) a o V ht ' s ►.. . —49.00' 00 I I wppp o Z r Imo/ 132.46' STEPS 'i cin c=-i m D§ WOOD DRY SWALE � 1 W a, m r91' `� r I �06;0 POWER m OD „:. .;:5::;. 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A Plan FILE 1 Ago I 0015 "CESSEASEMENT O w Mp N •�r, 0o 00 0 IIOFFICIAL RECORDS 'VOLUME 7337' PACE `a` S 71 1 f�'i I f ' 141 CY OF EXCAVATION ! I I I I 11'x'1 N I o STREET PARKING ! ; 810 921 CY OF FILL o ! I it I I I O l v I SPACES (3 L ROOF OWNSPOUTS 1 134.78' ' 780 CY NET IMPORT FILL ; s ; N NLO cz AN PAVE SURFACES i I 1 ' ,I co " Z oz O; 101 20� n o z° TO IN TOWARD DRY 146.72' a o 0 > g CD ca SWAL S AND DISCHARGE �� X ; a ra hic Sc le: 1��=10� TO BE H AVENUE � � O I P � o N FOUND 1/2" IRON p SIXTH STR E I I _ - - -- 1 PIPE, NO CAP OL L FENCE 1/"� I -� cc 0 NORTHING 2180500.2 EA TING RIGHT-OF-WAY PAVE PUBIC R AD) m ! ! I� i N 531162.7 56,54 I 1 NAD'83 ASPHALT PAVEMENT ; i it i N DRY LT--0 -�•� 136.03 I - - - -- - - - -- - - - - - - - - - - - - - - - - — I Iv - - — _ — — — _ — I_ - - CONCRETE WALK SWALE \../'S.\` ` -/ ��.�;' '." K., .� \. 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I _'. I - I I - F -,�E X'I I� 11. I I I- � I 1. !tt I I I L" . I t !_ - i- - ____ __ .2001pw dddFT7:- i AdEN0080800 I mi - I I i I I i I , .1 I A I -I -1 I i I i I I � - --_____ - - ___- ­ - - I I -1 ------- I . : I . . I I -� j I jl I a 0 ASPHALT PAVEMENT (3) SPACE PARKING ROW L,-- - - - - - - --- - - - - I- - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - -I II i � �, I J IV I I _ Iv I CONCRETE WALKLL — N �/ \ ` \ \l /r\ `>\ \/ \.. .., � /T :/ � -- - - - - - - - - — — — — — — — — — — — — — -- ---- - x^\ I I o � >,� PALMS/L GUSTRUM/SUNFLOWERS i / ` • i t CONCRE RIVE- LO C14 to 04 TELEPHONE z CABLE RISE ❑,,/ ��, TURF , (3)SP SP 101 � N �' N 0 L . PALMS TYP. — — -V- — — — — — I 1 . 1 I 1 , 5 11 1 1 0 — — RIVER ROCK PLAY AREA I ICU IICn 14 1 1 I I S N L] (3)WR MU I I 1 1 SP I I Iw J' / �, y,... I I Q LJ 100, � ,/ \ \� I 11 (j \ v \ / \./ /'' / \ / Lj /' l , \`\� /; /,� �/ /�\ /,\ y, � \�; . ,. ,: `,/ � ' j' ; i / '� ' -/ / /.\� NAT RALIZED LANTI S y'`; \ '< `\;% ' i'`` ..\ `\/ \.,h `� \! i\` `/' ENTRY C 0 U RT • i x '` '\ / , , i / / ' ' < �\� i I z `' ;�� I SEA OAS o \ ,/`'' \ `\. \., \ .,, ,/ I , , '`'' : B AN KE T F L W E R / , '� O \., i ',/ '\ \ I D NE SUNFL WER . O 4 PVC C.O. *� \ /`. y \. \ \ / \/ \ / \. \/ /`\ ,/ `' i / / / / / / / ;``'% ` x. WATER (2)WR \ W�.r BEA "'" MORNIN GLORY ,.. 0 METERS \, \� ... ;/ ` >,. ... TELEVISION ` \ •/ .. \,\ / , � /''\., ` �+ / ,\ `\.� ik`', // `a.. / ``, 1,// ✓ ;\ /`\ l✓ \ \ � \ � <.\//' C'`� �'... \, DECK j CABLE RISER \ /'.\ \ �``\/ ' \ \ ``�' \ y/`\. / \ i >. �`\ \ / ,/ y Vii\ \`\�' .. C\\ \i,n ❑ "a%j \ \ \ \/ \ \ / : /,. / / \ S. �,. 'A�� A i 2..,s .�..,a...h x l i\/ / `\� {/ t./'\ 1 t.11 LU h. I I \ , Xx / I \ /. / Xz < 'A ►J P .�'' ``\., y ,�., � - \ DATE PALM \:y >' �'`� •., i'\,�-�,`�/%\/ .�%\ I /.1 I /< SPORTS COURT \: / ._ �' _' /: .:� ` • WOOD \ ''\ ` %{� `\, - - - - - -1 - - - - - - I I STEPS k \ \ \ 14 1 A RIV R ROCK PLINTH 12 LS I 1 ( ) \ , %. % W/CONCRETE EDGE \� 15 '` \ SABAL PALMS W LUGUSTRUM SC�EEN 110 1 / \.. \ �`'. / WOOD POWER4 POLE �, ' I i iIN , 1 /i �,, ,/ ; : : ,, X X BRICK 6 WOOD FENCE ;;: %,...- (8) LS (15) SP 4 WOOD FENCE I I I I COLUMN 1 PLANT LIST ' EXIST. PALMS, TYP. I VIEW CORRIDOR I • '--r 4� SYM QTY Botantical Name Common Name Size Remarks I Coastal uplands - Fore Dune w I I o v I HD Helianthus debilis Dune sunflower 1 gal 4' o.c. ' I WOOD DECK o I o GP Gaillardia ulchella Blanket flower 1 al 2' o.c. I I o I p g ' IPI Ipomoea impertati Beach morning glory 4" pots 2o.c. ' i o 00 ' I I z LP) IP Ipomoea pes caprae Railroad vine 1 gal 5 o.c. IVI Iva imbricate Beach elder 4" pots 2' o.c. I I o UP Uniola paniculata Sea oats LN/12-18 12 O.C. j I ' 1 I I r z M Upland interior - Palms / Shrubs / Groundcovers N j I I I AA Agava Americana Century plant 7 gal Blue I I FP Ficus pumila Creeping fig 1 gal 2' o.c. j 1 LPT Ligustrum japonicum Ligustrum 10x10' FG ' z I MG Magnolia randiflora Southern magnolia 12-14' FG I g g g 1 ► • NO Nerium oleander Petite salmon oleander 3 gal 3' o.c. I D S PDM Phoenix dactylifera 'Medjool' date palm 14'CT FG Prepared by: r° o' �o' zo' I July 18, 2013 PT Pittosporum tobira Pittosporum 7 gal 4o.c. ERC W. L_YC K E, R . L. A. 1 Landscape SP Sabal palmetto Sabal palm 10-18 CT slicks FL Re No. 1560 i I-� Graphic Scale: 1"=1o' I P TF Tri sacum floridanum Florida ama rass a .c g Ir I Plan p g g 3 gal 3 0 5122 Otter Creek, Ponte Vectra, FL. z � I WR Washingtonia robusta Washington palm 12-16 CT FG 904/803-3940 7 14 ; I ZP Zamia pumila Coontie 7 gal 2' o.c. 0 2 4 -------------- C CL 3 20 MOQUIN RESIDENCE NEW RESIDENCE FOR ANNE MARIE AND KIRK MOQUIN C14 0 587 BEACH AVENUE g0l NN E ...... ... 8 r 04 06 -:,so a ATLANTIC BEACH , FLORIDA 32233 00 WON .0 =04 0 a) 0 L 2 C5-E INDEX OF DRAWINGS Cu .— . ......... .......... .......... .......... gi.m - 1MEMNS ----------------- ---------- "IME Ell, NAMMEW" IN C'J ... ......... I.R.-V o I, 'u" 1'� 11 "1 CIVIL L RN ---------------- A, .0t C 0.2 SITE DEMOLITION PLAN HIM.. 77 'AM C 1 1 OVERALL SITE PLAN C 12 SITE GEOMETRY PLAN .............. C 2.1 SITE GRADING AND UTILITY PLAN 1.4 C 4.1 CROSS SECTIONS "M 110 C 4.2 CROSS SECTIONS I ... ...... L 1 .1 LANDSCAPE PLAN Imum mml m IN 1. . ............ ........... ARCHITECTURAL A 0.00 COVER SHEE DEX, LOCATION MAP 01 C L.RO.P.M A 1 .01 LEVEL ONE LOOR PL N A 2.01 ELEVATIONS A 2.02 ELEVATIONS A 2.03 ELEVATIONS A 2.04 ELEVATIONS 0 x RN. 0-110 STRUCTURAL "10 .... ............ SO.00 GENERAL NOTES & SPECIFICATIONS S1.00 FOUNDATION & GROUND FLOOR FRAMING PLAN S1 .01 FOUNDATION DETAILS S1 .02 POOL FOUNDATION PLAN, SECTION & DETAILS '0� CY) 'w'w C14 uJ z Cn SR, f k ol'di "Wva A04""- Z W CY 5 !Q IW T1. z of SQUARE FOOTAGE INFORMATION : U.1 O�O 10 �'x �k� W 'V" u- If <2 LIVABLE CONDITIONED SPACE FIRST FLOOR 1930 S F AlIkk-All Fn 0 2�e 3f I—Q—CATION WU UJW W LIVABLE CONDITIONED SPACE SECOND FLOOR 2942 SF A ZR UJ Lu 'k 81111 00 �g' LIVABLE CONDITIONED SPACE THIRD FLOOR 1341 SF g 't 4 m, , , z \4i" iz co 0a �"a," 641 , , I L - 'R CONDITIONED CLERESTORY SPACE THIRD FLOOR SF PROJECT u S" LLI z zA'Aw'm 1216 �n UNCONDITIONED SPACE FIRST FLOOR SF LOCATION at 'v. 'm'-w, M POOL AND DECK FIRST FLOOR 2052 SF X '64�S-1 DECK AND BALCONY SECOND FLOOR 538 SF 1241 z I �n' DECK AND BALCONY THIRD FLOOR SF x- 120 Cv 570 ROOFDECK I "NN SF "m 100% FOUNDATION 21w 9 OW 10 tfs PERMIT DOCUMENTS t S H e TOTAL LIVABLE CONDITIONED SPACE 6213 SF W "tam -S, 07.22.13 I AIQ t& 'A'tumvx, 6;� M�SAM' TOTAL CONDITIONED SPACE 6854 SF �.�t M .1, 1216 TOTAL UNCONDITIONED SPACE SF 1110 120 ko Ix, 4401 TOTAL DECK AND BALCONY SF d '0 St N, A Immi ........... �e LOT AREA (EXCLUDING WETLANDS 25640 SF k" 4 (AND BODIES OF WATER) 'mf S1 A ............... ............... 'o�"o\ <4 1A s�' STRUCTURE HEIGHT AND # OF STORIES : "�vv*u"o R �'7 description - 011 date MAXIMUM HT OF THE STRUCTURE IN FT 35 & NUMBER OF STORIES 3 "MOKM' F�omu� project#: 1207 4 '�S ............... ............... ........... 411 drawn by: mjf TYPE OF CONSTRUCTION : M.. A "4' &�w"kt�m sl V ............ ............... IN TYPE OF CONSTRUCTION V-Q c h e cke d b y j p b ..................... PROTECTION UNPROTECTED copyright cdg 2013 SPRINKLERED OR UNSPRINKLERED UNSPRINKLERED SITE LOCATION ROJECT LOCATION scale: as noted N.T.S. A4 N.T.S. FILE COPY now 2,W1, m 2 4 i 1 2 3 4 5 116'-011 C C 60'-011 2)6L. 50'-811 51-4° 261-011 6'-01 10 28'-011 1'-1111 101_011 141-111 61-7 1/411 17'-611 31-10 3/411 1 �+ Al 3.01 17 r--- ---------------- ---------- — — — ------------------ ----------------------------------- OUTLINE ------------ ---------------------------------- OUTLINE OF BUILDING "> _ ABOVE ft` N o o --- -------------------- 3'-0"SWfNGING +�-+ o_�M �o� ) I �/� VJ �p U N GATE SYSTEM E (� U) B 000 © o 'C 104 l � ` ^, c N I 0 I I WID 1 � W V m o c v o y I o i I rn ft` -1-a 240- o c c N FR, I _ c3mrn _ a) m I 11-411 8,n ai I? GARAGE 1 111 161-511 1 1 ^ 6'- 6+_01' ::o A106BRY N FC-1 0-1 TOILET : 6'-7 1/2° 211_4 1/211 04 A104 a I ..._ ._....... Ln STUDIO 3'-6"TALL WALL I N POOLROOM I I = g A103 111 DESK SYSTEM I. 1 A106 I I o 1 cV N vs y j ---------- _ A105A I I o 1 61-101/211 I I I I21-011 DIRTT WALL YSTEM 1 oil 61-711 4-8 1/21 8 1/ ° 3-411 1 I I • 1 BREEZEWAYLL I I - I A105 I lO I CLOSET C101A i - A10a -- o A1058 -- a .... r r-r- gin= Q A106A o o 1 Ah01B .. ... .... ... I O 1 1 1 .... z� WWI v a C B1 i 21- 0 4/411 1 d .... 4 B1 _ 21-8° 301-0° 3.03 121-811 i -4° 71-411 1 1 .. I 3:fl3 1 _ 0 A101A EA101ELEVAY F, - - A102 TOR I NOTE: N DIMENSIONS AT WINDOWS AND 1 1 DOORS ARE FOR R.O.WIDTHS 1 I 1 1 I NOTE: I - I ' ALL INTERIOR WOOD FRAMING I UP 1 IS TO BE LAMINATED 2X WOOD 41-21 '-61j 8 13/411 D STU S I I I I o rn I oa I INDICATES 11" ICF WALL SYSTEM 9 RF71 1/2 11 5 /2 n F1I_ u 11,/ u 61-011 161-011 51-411 I i 1 0 6-0 16-0 5-4 1 I M _ I_ II INDICATES 81/4"SIP WALL SYSTEM _ 1 1 39 4 I N IL 6E= c° Al 1\ I I Al W Z m PIVOTINGS EEN 1 3:02 (,) W Q INDICATES CRUSHED 3.02 WALL YST ` ��� 1 Z W GRAVEL L�° �\ I W W0 > O INDICATES CONCRETE N I ` I _ � Q� Q � FINISH I I (n Q Y = _ 1 W U V J w WQ INDICATES RESYSTA , t1 . /2 N 4 0 8° 5+-1 1J211 +_gll ; 2'i 11 i1 101-10° 3'-3 1/2i1 16'-0'1 '-8 1/2" I Z_ m COW DECKING . . _._.. U Q Q LOF INDICATES POOL .. ......_. Z z B405B t.. . . UK 0 Z Q .......... - Q _ BATH B103A B101 B101A O • 0 .... ........ HALL a' ..... L .. 8103 O 0 B102A B105A _..... i 100% FOUNDATION I......... . ...... PERMIT DOCUMENTS 91-5 102" 31-111 m _ ENTERTAINMENT ROOM f / 0 8105 I _ 07.22.13 O O ............. •, TALL STORAGE - I , SYSTEM 1 a W BEDROOM 1 BEDROOM 2 17 6102 8104 .......... - I IxII ,� 1 - 1 � I I SII BSI II N I CNI 12'-10° 21_511 0 111-3 1/211 10'-3 1/211 12'-211 ....................... ............................. .......... I 16 ------ IT = ...... .......................................................................... description 1 1 0 1 N I I I I I I I I I I I I I I I date , OUTLINE OF BUILDING I p ABOVE 15 I 11 111 I �------------ ----- -----� � �J �_��_�_L� � project#: 1207 L-------------- ----- ----------- ----- -------------- -------------------------- ....,,,,,,,,.............,...,. 271_8 1/211 drawn by: mjf A checked by: jpb ...................................................copyright`cd g`2013...... 14 91-611 21-911 61-211 2'-911 27'-10" Al I 3.01 scale: as noted I 491.011 f F I ST F LOO R PLAN Al LEVEL ONE 114"= 1'-0" FLOOR PLAN PROJECT NORTH 1 , 01 e 1 2 3 4 5 i - C � 22 m ' i I D N N p SO N E O 0--5M N U) �' c 6 N L_ Ofd C Of PO 0 =°�N W C 12 ON o e Cu .S 8V)Aai_ - AK TOP OF PARAPET TOP OF PARAPET + 135'-011 + 135'-011 v CID _I a a SIL. `�o �\ V�` _.-_. _....., 1;,..._ UNILUX FENSTER AND TUREN E GLASS RAILING SYSTEM ALUMINUM CLAD WOOD IMPACT - m _€ WINDOW AND DOOR SYSTEM TOP OF RAILING + 128'-411 1 e ' SMOOTH STUCCO SYSTEM ON METAL LATH ON STUCCO WRAP ON 81/41, TOP OF WALKABLE ROOF DECK ......_................... INSULATED PANEL I STRUCTURAL o + 125'-4° SYSTEM - TOP OF LOWER PARAPET + 123'-6" � .. . .. .. .. . C RESYSTA WALL CLADDING SYSTEM TOP OF LEVEL THREE FLOOR DECK -PROFILE RES010612-WITH "� "\� ��� ` �_ O A `\ + 122'-8114" CONCEALED CLIP AND BATTENING ` PORCELAIN TILE FACADE CLADDING SYSTEM OVER WATERPROOFING a.. ;, „_,,,,,, ....... --.... „_,,, , SYSTEM ON WATERPROOFING ON 81/4"STRUCTURAL INSULATED ?"' " + + + + + + + + + + + MEMBRANE SYSTEM ON 81/4" _ PANEL SYSTEM + + + + + + + + + + + STRUCTURAL INSULATED PANEL + + + + + + + + + + + SYSTEM N PORCELAIN TILE FACADE CLADDING + + + + + + + + + + + 1 o SYSTEM ON 1/4"CEMENT BACKER _' + + + + + + + + + + ......................... 1 � i it BOARD ON WATERPROOFING N + + + + + + + + + + MEMBRANE SYSTEM ON 81/4" STRUCTURAL INSULATED PANEL + + + + + + + + + + + TOP F PARAPET 0 0 11 1 11 All SYSTEM ) + 115-6 ................................. i :: ................... ... OUTLINE OF GARAGE _-....- STRUCTURE I ----------------------•----- - - -- - 1 LEVEL TWO FINISH FLOOR ....` ...... 1 11 , + 111-6 ,......:......................................_�..... . . . ...............................:..... ..........< cV BOTTOM OF CANTILEVER AREAS BOTTOM OF CANTILEVER AREAS Cn + 109'-0" + 109'-0" N w Z M I SMOOTH STUCCO SYSTEM ON METAL (� W Q RAP N 11 W 0 D LATH ONSTUCCO 1 W � CONCRETE: FORM —d N RETE FORM INSULATED CO Cz Of I? SYSTEM i i o Q 0 ; O 1 Q u- I 1 _ � SMOOTH STUCCO SYSTEM ON METAL �0 LATH ON STUCCO WRAP ON 11" w u- W Q Q - INSULATED CONCRETE FORM Z— W W SYSTEM Z Y CO m LEVEL ONE FINISH FLOOR LEVEL ONE FINISH FLOOR jJ Q � OIL S1 + 100'-0" Z Q ZQ + 100'-0" J RESYSTA WALL CLADDING SYSTEM Q -PROFILE RES010612-WITH CONCEALED CLIP AND BATTENING UNILUX FENSTER AND TUREN SYSTEM OVER 316 GRADE ALUMINUM CLAD WOOD IMPACT STAINLESS STEEL PIV�TING TUBE WINDOW AND DOOR SYSTEM FRAME SYSTEM 100% FOUNDATION PERMIT DOCUMENTS WEST ELEVATION 07.22.13 B� 1/4" = 1'-011 -------------- ®. ...............................................__.........................._.. x� • i ........................................................................ ....................___..................__.._-.-_...................-_.__.---...--.. ................................................................................. date description a project#: 1207 drawn by: mjf A ...................................................._..._..__..__-__-._-__...__.__....._-_- checked by: jpb copyright cdg 2013 scale: as noted ELEVATION A 2 . 01 a 1 2 2 3 4 5 7 2O L.w Z TOP OF PARAPET J i U i H Q �1 1 D TOP OF ROOF DECK , 1 + 112'-6" .,:,, ,,,,. ,,. .,;,, ,�,,. ill N N _ ;_ PORCELAIN TILE FACADE CLADDING _ E •a- .,A,. .r'- '1 .,i„ .d• � rte..N O SYSTEM ON 1/4"CEMENT BACKER ;,. �,. ? ,• All +� .� 8 N BAR + 0 DON WATERPROOFING "" "' v L o MEMBRANE SYSTEM ON 81/4° crn 8 co .:.. 00 STRUCTURAL INSULATED PANEL — y ai m C N ;; }+ •O 'fit —N VO� SYSTEM „_ ;.. .. ;:. <.. w <„ :,. :.. ;. RESYSTA WALL CLADDING SYSTEM ;,. ;,, L N c o NUS ° ;.. .;.. -THIN PROFILE TO MATCH MAIN .;,. :.. �--+ c w Y 32 c `P SYSTEM-GLUED TO ALUMINUM Cu •� 8 Ln rn m N SECTIONAL GARAGE DOOR 1 �. 1 , v , ;,. LEVEL ONE FINISH FLOOR + 100'-0" E I i SOUTH ELEVATION 1/4"= 1'-0" PORCELAIN TILE FACADE CLADDING SYSTEM ON 1/4"CEMENT BACKER BOARD ON WATERPROOFING MEMBRANE SYSTEM ON 8 1/4" STRUCTURAL INSULATED PANEL SYSTEM i RESYSTA WALL CLADDING SYSTEM -PROFILE RES010612-WITH CONCEALED CLIP AND BATTENING SYSTEM OVER WATERPROOFING ON 6 1/2"STRUCTURAL INSULATED PANELSYSTEM TOP OF PARAPET + 135'-0" TOP OF ICF WALL SYSTEM + 135'-0" SMOOTH STUCCO SYSTEM ON METAL : . N LATH ON STUCCO WRAP ON 8 1/4" W _ M STRUCTURAL INSULATED PANEL Q c� SYSTEM Z W Z Ix UNILUX FENSTER AND TOREN � � � • � • � � � �� � � . . 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'�: � � RESYSTA WALL CLADDING SYSTEM , UNILUX FENSTER AND TUREN -PROFILE RES010612-WITH ALUMINUM CLAD WOOD IMPACT \ \ CONCEALED CLIP AND BATTENING \, SYSTEM OVER WATERPROOFING WINDOW AND DOOR SYSTEM ON 8 1/4"STRUCTURAL INSULATED PANELSYSTEM SMOOTH STUCCO SYSTEM ON METAL LATH ON STUCCO WRAP ON8 1/4" m N STRUCTURAL INSULATED PANEL UNILUX FENSTER AND TUREN SYSTEM ALUMINUM CLAD WOOD WINDOW AND DOOR SYSTEM CT SMOOTH STUCCO SYSTEM ON METAL LATH ON STUCCO WRAP ON 11" INSULATED CONCRETE FORM SYSTEM LEVEL TWO FINISH FLOOR LEVEL TWO FINISH FLOOR + 111'-6" � � �� _ . � . . � � � . �.� � .. + 111'-6" BOTTOM OF CANTILEVER AREAS + 109'-0" ............................... �....... T M M BO+ 109'-0" TS 0 OF CANTILEVER AREAS N M _..............................................................._,....__......._......................................_.......� . CN __..._....,..1 Z c� 1....... ............................ 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LEVEL ONE FINISH FLOOR W Q + 100'-0" Z z Z Q I— I Q UNILUX FENSTER AND TUREN ALUMINUM CLAD WOOD IMPACT WINDOW AND DOOR SYSTEM 100% FOUNDATION PERMIT DOCUMENTS B� EAST ELEVATION 07.22.13 1/4"= 1'-0" e I i I date description e project#: 1207 drawn by: mjf A checked by: jpb copyright cdg 2013 I scale: as noted ELEVATION I A 2 . 03 0\00\1 e 1 2 3 4 5 � I 1 2 3 4 5 Ca PORCELAIN TILE FACADE CLADDING 3 SYSTEM ON 1/4"CEMENT BACKER BOARD ON WATERPROOFING V) MEMBRANE SYSTEM ON 81/4" STRUCTURAL INSULATED PANEL SYSTEM TOP OF PARAPET + 135-41 GLASS RAILING SYSTEM N TOP OF PARAPET j + 132'-5" + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + D + + + + + + + + + + + + + + + + + + + + + + SMOOTH STUCCO SYSTEM ON METAL d + + + + + + + + + + + + + + + + + + + + + + + LATH ON STUCCO WRAP ON 8 1/4" + + + + + + + + + + + + + + + + + + + + + + STRUCTURAL INSULATED PANEL o 04 TOP OF RAILING SYSTEM "'o BN o + 128'-4" V C ma v N o PORCELAIN TILE FACADE CLADDING CD 0 °'0 `o CO c coc SYSTEM ON 81/4"STRUCTURAL -1-+ O rnZ-�w`� or- TOP OF WALKABLE ROOF DECK INSULATED PANEL SYSTEM +0P OF WALKABLE ROOF DECK - 'L m c°'N�� � '�CN 125 f0 .. TOP OF LOWER PARAPET - L' a 3 Um LEVEL THREE FINISH FLOOR + + + + + + + + + + 123-6n "— $ + 122'-8 1/4" + + + + + + + + RESYSTA WALL CLADDING SYSTEM -PROFILE RES010612-WITH + + + + + + + + + RESYSTA WALL CLADDING SYSTEM CONCEALED CLIP AND BATTENING + + + + + + + -PROFILE RES010612-WITH pS SYSTEM OVER WATERPROOFING + + + + + + + + CONCEALED CLIP AND BATTENING `V ON 81/4"STRUCTURAL INSULATED + + + + + + + SYSTEM OVER WATERPROOFING �, n PANEL SYSTEM + + + + + + + + ON 81/4"STRUCTURAL INSULATED u, + + + + + + + PANEL SYSTEM J( o Q GLASS RAIL SYSTEM + + + + + + + � c- �1 cV cV + + + + + + + + 1 (D C CL + + + + + + + + m + + + + + + + + ° + + + + + + + + + + + + + + + + + + LEVEL TWO FINISH FLOOR + + + + + + + + + + + + + + LEVEL TWO FINISH FLOOR + 111'-6" + + + + + + + + + + + + + + + + + + + 111-6 , io + + + + + + + + + + + + + + 1 + + + + N + + + + + + + + + + + + + + �F + + + + BOTTOM OF CANTILEVER AREAS BOTTOM OF CANTILEVER AREAS N + 109,-0" + + + + + + 109 0 + + + + + + + + + + + + + + + + + + + rt- + + + + + + + + + UNILUX FENSTER AND TUREN + + + + + + + + + 1 ALUMINUM CLAD WOOD IMPACT + + + + + + + + + + o WINDOW AND DOOR SYSTEM + + + + + + + + + - rn + + + + + + 1 + + + + + + + + + 11- + + + + + + + + + + + + + + OIL 4 LEVEL ONE FINISH FLOOR + + + + + + + + LEVEL ONE FINISH FLOOR + 100'-0" + 100'-0" SMOOTH STUCCO SYSTEM ON METAL LATH ON STUCCO WRAP ON 11" INSULATED CONCRETE FORM 1 SYSTEM 1 M 01/4ORTH ELEVATION Cq M — N W Z M Z w C1 � W �0 > 0 c � Q2 Q � Wo �� L) WLL WW wa Z m 00 PORCELAIN TILE FACADE CLADDING w Q Q H B z SYSTEM ON 1/4 CEMENT BACKER Z Z J BOARD ON WATERPROOFING Z Q Q MEMBRANE SYSTEM ON 81/4" J �- STRUCTURAL INSULATED PANEL ~ 1 SYSTEM TOP OF PARAPET Q 1 + 113'-0" TOP OF ROOF DECK + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 112'-6" + + + + +1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 100% FOUNDATION + + + + '+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + PERMIT DOCUMENTS + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + �+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 07.22.13 ° + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +1 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ...........................v...............__.............................._........................_........ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + N + + + + +, + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .................................................................................. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ..........'s.................................................................................. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 1+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .................................................................................. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + LEVEL ONE FINISH FLOOR ..............r.................................._................. ............................ + 100'-0" date description ° 1 1 project#: 1207 drawn by: mjf checked by: jpb A3 NORTH ELEVATION ................................................................................................................. copyright cdg 2013 1/4" = 1'-0" scale: as noted ELEVATION A 2 . 04 1 2 3 4 5 DESIGN CRITERIA 3. DESIGN CODE: ROOF COVERING SPECIFICATIONS: REINFORCED CONCRETE (CONTINUED) 2010 FLORIDA BUILDING CODE - RESIDENTIAL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED CONCRETE SLABS ON GRADE: COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS DESIGN LOADS: ACTUAL AND UNIFORM ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL ROOF CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. Lou Pontigo and ROOF LOADING (cd=1.25) INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM METAL Associates, Inc. TOP CHORD LIVE LOAD 20 psf ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. SAWCUTS (FOR SLABS ON GRADE WITHOUT REBAR): TOP CHORD DEAD LOAD 20 psf (CLAY TILES) MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 5'x5' GRID WITHIN 12 HOURS 420 Osceola Avenue BOTTOM CHORD LIVE LOAD 10 psf AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. SLAB BOLSTERS SHALL BE PROVIDED FOR VERTICAL COLUMN REINFORCING STEEL,SUCH OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON ►ax. Beach, Florida 32250 BOTTOM CHORD DEAD LOAD 5 psf THAT 2 INCH MINIMUM CLEARANCE IS MAINTAINED. DETAIL 13/S1.01. CALL EOR FOR ALTERNATIVE METHODS. Ph. 242-0908 Fax. 241-9557 PRESSURE TREATED WOOD FRAMING SPECIFICATIONS: FL:CA#8344 SC:CA#3579 FLOOR ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST CONTACT US WITH YOUR COMMENTS FLOOR LOADING SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. PRE-ENGINEERED SYSTEMS COMMENTS @ LP-A.COM TOP CHORD LIVE LOAD (cd-1.00) SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER ACQ OR DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE TOP CHORD DEAD LOAD 40 psf NON-DOT BORATE PRESERVATIVE 'TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED DESIGNED/ENGINEERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. LIVE LOAD 20 psf SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED IN THE BOTTOM CHORDHOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BOTTOM CHORD DEAD LOAD 0 psf BE STAINLESS STEEL. REINFORCING, U.O.N. PROJECT STATE. REVIEW OF SUBMITTALS BY THE STRUCTURAL A, Ps'. cn 5 psf J�� •...ease.., lj' �� ••\\GEN y DEFLECTION CRITERIA: TIMBER FRAMED BEARING WALL NOTES: SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. A ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO THE s o ROOF FRAMING: LIVE .LOAD L/240 TOTAL LOAD L/180 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SPF 2. MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH ARRANGEMENT AND SIZES OF MEMBERS SHOWN ON THE STRUCTURAL CONTRACT DOCUMENTS / # AND THE CONTRACTORS INTERPRETATION OF THE DESIGN INFORMATION INCLUDED IN THE No. 3 1 N FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. (SEE ABOVE) SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY * as 3. SILL PLATE ANCHORS -Y2%6" EPDXY ANCHORS ® 48" O.C. MAXANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. CONTRACTOR HAS FULL STATE OF _ 4. STUD SIZE & GRADE PER STRUCTURAL PLANS. SUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1 -6 RESPONSIBILITY FOR DIMENSIONAL ACCURACY AND CONFORMANCE WITH THE INFORMATION �4 - z� .•'•��' WIND LOADING: 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. PAST OUTERMOST CHAIR OR SUPPORT BAR. CONTAINED IN THE CONTRACT DOCUMENTS. O OQ'•• �` .,. BASIC WIND SPEED (ASCE 7-10) -------------- 130 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.O.N. 7. SPACE STUDS AT 24" O.C. IN NON-LOAD BEARING WALLS. MAIN HOUSE PILE FOUNDATIONS: PRE-ENGINEERED SYSTEMS SHALL INCLUDE WOOD FLOOR & ROOF SYSTEMS ALUM. & GLASS DATE IMPORTANCE FACTOR ---------------------- 1.00 8. ALL WALLS SHALL BE BALLOON. FRAMED FULL HEIGHT TO ROOF OR FOUNDATION IS SUPPORTED BY 14" DIAMETER AUGER CAST PILES WITH A GROUT WINDOWS, DOORS. SEE GENERAL NOTES FOR DESIGN CRITERIA AND ADDITIONAL MEAN ROOF HEIGHT ----------------------- 35.0 FT FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. STRENGTH OF 5000 PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. INDICATED WITHIN WHICH SUPPORT AND 2.6 KIPS IN SHEAR. AS PER GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL A PRE-ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER REVIEW OF THE ROOF PITCH ---------------------------- VARIES GALVANIZED METAL STRAPS AND FASTENERS ENGINEERING SCIENCES, UES PROJECT No. 0930.1300083.0000, UES REPORT No. PRE-ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO BE SUBMITTED TO BUILDING CATEGORY ----------------------- II 1038313, DATED MAY 28, 2013. THE PILE DEPTH HAS BEEN ASSUMED TO BE -14.4' THE BUILDING DEPT. AS A DEFERRED SUBMITTAL TO THE PERMIT DOCUMENTS. EXPOSURE CATEGORY ---------------------- D ALL METAL STRAPS AND HANGERS SHALL BE GALVANIZED G185 (1.85 oz/FT^2) OR BETTER. NAVD. ENCLOSURE CLASSIFICATION ----------------- SIMPSON PRODUCTS SHALL BE Zmax GALVANIZED. ENCLOSED FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, INTERNAL PRESSURE COEFFICIENT -------------- t .1$ HANGERS AND STRAPS INSTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ET., SEE ARCHITECTURAL PLANS.DO NOT SHOP DRAWINGS: BE STAINLESS STEEL. SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON THE STRUCTURAL SHOP DRAWING REVIEW IS INTENDED, TO HELP THE ENGINEER VERIFY HIS FIELD ALTERATION DESIGN CONCEPT. THE REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONTRACTOR SHALL CONTACT LOU COMPONENTS & CLADDING DESIGN PRESSURES S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PONTIGO a ASSOCIATES PRIOR TO L FIELD ALL WOOD FASTENERS (NAILS, SCREWS, BOLTS, ETC.) SHALL BE HOT DIPPED GALVANIZED TO PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF CONCEPT AND DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE DESIGN MAKINGANYSWHICH RAYVAR DRAWINGS AND SPECIFICATIONS WHICH HAVE PRIORITY OVER SHOP DRAWINGS. THE FROM THE TOFTHEAYVARY MEET THE SPECIFICATIONS OF ASTM153 OR BETTER. FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF ' FRON TRU TIONTOC ME TS. NY TRIBUTARY INTERIOR EDGE STRIP (PSF): CONTRACTOR IS RESPONSIBLE FOR CONFIRMED AND CORRELATED DIMENSIONS, FABRICATION CONSTRUCTION�CUMENTS.ANY AREA (sf) ZONE (PSF) RECORD (EOR) PROCESSES, MEANS, METHODS, TECHNIQUES, SAFETY AND COORDINATION OF THE WORK WITH BFIELD ALTEROVEDBSMADE PRIOR TO 'a' = 4'-6" BEING APPROVED BY LOU PONTIGO a FASTENERS INSTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE STAINLESS ASSOCIATES MAY RESULT IN OTHER TRADES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CHECK HIS OWN SHOP ADDITIONAL ENGINEERING OR 10 +30.4 -33.0 +30.4 -40.7 STEEL POOL AND EXTERIOR PATIO NOTES DRAWINGS AND THOSE OF HIS SUBCONTACTORS. INSPECTION FEES. SHEATHING SPECIFICATIONS: DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 50 +27.2 -29.8 +27.2 -34.3 ROOF - MIN.5/8", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.131x3" RING THE STRUCTURAL SHOP DRAWINGS SHALL BE CHECKED BY THE CONTACTOR PRIOR TO SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL LIVE LOADS: SUBMITTAL. THE SHOP DRAWINGS WILL BE RETURNED FOR RESUBMITTAL IF A CURSORY 100 +25.9 -28.4 +25.9 -31.6 SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). 50 PSF REVIEW SHOWS MAJOR ERRORS WHICH SHOULD HAVE BEEN FOUND BY THE CONTRACTOR'S POOL DECK CHECKING. ALL SHOP DRAWINGS SHALL INCLUDE PLAN LAYOUTS SHOWING LOCATIONS OF THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WALL - MIN. 7&,", 24/16, STRUCTURAL 1 APA RATED OSB OR PLYWOOD SHEATHING, ALLOWABLE UNIT STRESSES ITEMS DETAILED ON THE SHOP DRAWINGS. ANY CHANGES, SUBSTITUTIONS OR DEVIATIONS WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE FASTENED w/ 8d @ 6" O.C. EDGE: AND 6" O.C. FIELD. SEE PLAN FOR INCREASED NAILING CONCRETE: (PER ACI 318) FROM THE CONTRACT DOCUMENTS SHALL BE CLOUDED ON SHOP DRAWINGS. ANY OF THE CHANGES WHICH ARE NOT CLOUDED OR FLAGGED BY SUBMITTING PARTIES, SHALL NOT BE � • STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED REQUIREMENTS AT SHEARWALLS O • CONCRETE: CONSIDERED REVIEWED AFTER ENGINEER'S REVIEW UNLESS NOTED ACCORDINGLY. THE • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON STRUCTURAL POOL SHELL f'c = 4000 PSI SUBMITTED SHOP DRAWINGS WILL BE REVIEWED BY THE ENGINEER OF RECORD IN A TIMELY POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. @ 6" O.C. EDGE & FIELD STRUCTURAL SPA SHELL f'c = 4000 PSI MANNER NOT SUBMITTAL CRIT EXCEED TWO WEEKS, PRESUMING ALL NECESSARY SHOP DRAWINGry LL TERIA HAVE BEEN MET AND ALL PERTINENT SHOP DRAWING DOCUMENTS MASONRY SPECIFICATIONS: STRUCTURAL GRADE BEAMS f'c = 4000 PSI REFLECT THE MOST CURRENT CONSTRUCTION DOCUMENTS. W ek • LINEAR INTERPOLATION IS PERMISSIBLE. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE STRUCTURAL PILE CAPS f'c = 4000 PSI L9 7 CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05 GROUT SHALL BE IN ACCORDANCE WITH AUGERFAST CONCRETE ANCHOR PILE f'c = 5000 PSI > • PLUS = PRESSURE AND MINUS = SUCTION. ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2500 psi PER ASTM C1019 GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8 z TO 11 " REINFORCMENT: ASTM A615 - GRADE 60 ' FROM OUTSIDE CORNERS OF BUILDING SHALL BE ;, THE DISTANCE a F SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR DESIGNED FOR EDGE STRIP PRESSURES. MAY BE USED IN BRICK VENEER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND AUGERCAST ANCHOR PILES T Lu \\ • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE INSTALLATION OF ALL FLASHING. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW 1) MINIMUM 14" DIAMETER LD + RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE 2 MINIMUM TIP ELEVATION -4.5' NAVD AND NEGATIVE PRESSURES. STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING VERTICAL 3� ADD 6-#5 w/ #3 TIES AT 12" O.C. THE ABOVE NOTED POSITIVE w REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE 4< BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5-0". DEP DESIGN CRITERIA: Q U MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, THE POOL AND SPA HAVE BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN W GENERAL NOTES E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING ACCORDANCE WITH SECTION 62B-33.007(3)(1) FLORIDA ADMINISTRATIVE CODE. SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS CONTAINING PAVER & POOL BACKFILL NOTES: MATERIAI SPECIFICATIONS: VERTICAL REINFORCEMENT WITH 4000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN z ACCORDANCE WITH ASTM A REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BELOW FINISHED I. THE CONTRACTOR SHALL BACKFILL THE POOL WITH CAUTION. THE PLUMBING SHALL z ANCHOR BOLTS & THREADED ROD: SHALL BE IN A C GRADE SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT 307 OR ASTM F 1554 GRADE 36. BE SECURED AND. PROTECTED DURING BACKFILL AND SHALL NOT BE DISTURBED. Uj 00 WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL IN . BACKFILL SHALL BE CLEAN SAND, FREE OF ROCKS AND DEBRIS PRODUCED DURING NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF PERPENDICULAR MASONRY EXCAVATION OF THE POOL AND ANY ORGANIC MATERIAL, MUCK OR MARL. ( n METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH u // EXTERIOR SHALL BE GALVANIZED. ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT BACKFILL SHALL BE PLACED IN LIFTS NOT TO EXCEED 12"AND COMPACTED TO 90% OF Z RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER COURSE). LAP JOINT REINFORCING THE MATERIALS MAXIMUM DENSITY. SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" LARGER THAN SHALL BE A MINIMUM OF 6". O II. WATER WANDING OR "JOKING"DOES NOT CONSTITUTE PROPER BACKFILLING / REBAR SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) CLAY MASONRY (J3RICK): COMPACTING AND SHALL NOT BE CONSIDERED AN ACCEPTED METHOD, NO EXCEPTIONS. - �-- _. _ ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, CARTRIDGE INSTALLATION ONLY): FACING BRICK, & HOLLOW BRICK, RESPECTFULLY. III. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A GEOTECHNICAL REPORT TO THE FILE USP CIA-GEL 7000 HIGH STRENGTH EPDXY. ° i OWNER AND LANDSCAPE ARCHITECT ENGINEER AS PART OF THEIR BID PRIOR TO SIMPSON 'SET' EPDXY. CONCRETE SPECIFICATIONS: IMPLEMENTATION, INCLUDING AT A MINIMUM: lima REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE (1) AUGER BORING 3' MINIMUM BELOW THE DEEPEST PORTION OF THE POOL. RMMU FOR CM STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. CONSTRUCTED IN ACCORDANCE WITH ACI 301. Cid STRUCTURAL STEEL BOLTS: SHALL BE ASTM A325 ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS (2) SOIL PRESSURE TEST. GEOTECHNICAL ENGINEERS SUMMARY OF THE SOIL ®�L� WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. REINFORCED CONCRETE CONDITIONS FOR IMPLEMENTATION OF A SWIMMING POOL. Wag GENERAL IV. THIS POOL IS BASED ON SOIL CONDITIONS CONSISTING OF WELL COMPACTED REVEMMr GENERAL i CONTRACTOR RESPONSIBILITIES COMPRESSIVE STRENGTH REQUIRED, U.O.N. - 'S�??o/ STRUCTURAL FILL, IF OTHER CONDITIONS ARE ENCOUNTERED, SUCH AS MUCK, �• NOTES THE CONTRACTOR SHALL COORDINATE THE ARCHITECTURAL' AUGERCAST PILES f'c=5000 PSI CIVIL MECHANICAL NON-ANGULAR SAND, ORGANICS, MARL, ETC...THE CONTRACTOR SHALL STOP WORK AND ELECTRICAL AND PLUMBING FOR LOCATION OF MISCELLANEOUS ITEMS (SUCH AS PILE CAPS & GRADE BEAMS f'c=4000 PSI NOTIFY THE OWNER OR ENGINEER. STRUCTURAL DRAWING INDEX m AND BENT PLATES, INSERTS, ETC.) AFFECTING STRUCTURAL WORK, LOCATION OF , 17 OPENINGS AND SLEEVES THROUGH THE STRUCTURE, SLAB DEPRESSIONS, FLOOR SLAB-ON-GRADE fc=4000 PSI SUPPLEMENTARY POOL NOTES SPECIE. DRAINS, INSERTS, AND OTHER RELATED ITEMS WITH THE STRUCTURAL DRAWINGS, CONCRETE BEAMS & COLUMNS f'c=4000 PSI VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND POOL DRAWINGS. S0.0 GENERAL NOTES & SPECIFICATIONS m THE CONTRACTOR SHALL VERIFY ALL CONTRACT DOCUMENT FLOOR AND ROOF ELECTRICAL, AND POOL DRAWINGS. MOUNTED MECHANICAL EQUIPMENT WEIGHTS, FLOOR AND ROOF OPENING SIZES ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI S1.0 FOUNDATION S1.01 FOUNDATION DETAILS GROUND FLOOR FRAMING PLAN AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AS WELL AS 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR p WITH ACTUAL EQUIPMENT PURCHASED. ARCHITECT/STRUCTURAL ENGINEER APPROVAL OF THE STRUCTURAL ENGINEER. DONOTSCAL REFENTOTHEROM CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR S1.02 POOL FOUNDATION PLAN, SECTION & DETAILS � THESE DRAWINGS.IFA DIMENSION IS NGS OR. SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. UNCLEAR REFER TO THE UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR ARCHITECTURAL COCTTHEE.E.O.R.CONTACT THE E.O.R COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, FOLLOWS: THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE MECHANICAL, ELECTRICAL PLUMBING AND CIVIL DOCUMENTS. CONTRACT DOCUMENTS. PLAN NAME ARCHITECT STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY OR GRADE BEAM (TO MAIN REINF) 3" W 56 BEACH A / IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE a DESIGN/DRAWN/CHECKED OMISSION. COLUMNS AND PEDESTALS (TO MAIN REINF) 2" ENGINEER SHALL BE NOTIFIED. SLABS ON GRADE 2" cs KJL LAP J DATE NOTIFY IN WRITING THE STRUCTURAL ENGINEER OF CONDITIONS ENCOUNTERED IN STRUCTURAL POOL SHELL 2" TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF, z 07/23/13 THE FIELD CONTRADICTORY TO THOSE SHOWN IN THE STRUCTURAL DOCUMENTS. STRUCTURAL SPA SHELL 2" THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS O CONTROL NO. GRADE BEAMS AND PILE CAPS 3" ESTABLISHED IN SECTION 6213-33.007, FLORIDA ADMINISTRATIVE CODE. - CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, Z TRuss ID. � SEQUENCES, AND PROCEDURES OF CONSTRUCTION. ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60, AND BE FREE FROM LOOSE THE POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE OF ADJACENT L�_ _ RUST AND SCALE. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC F- LPA NO. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND 62B-33.007(5)(m)(n) Q CONT-12-00356 SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. SHEET CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY PROVIDE 3/4" CHAMFER AT ALL EXPOSED CORNERS OF POURED-IN-PLACE CONCRETE. D SOD REGULATIONS. 0 SHEET 1 of 12 116'-0" (SLAB EDGE DIM.) f 50'-8 (SLAB EDGE DIM.) 5'-4" 26'-0" (SLAB EDGE DIM.) 6'-0" 28'-0" (SLAB EDGE DIM.) 1 -3 16'-1" 16'-0" 16'-1" 7'-10" 1 J 8'-8y2„ 8'-8y2" 6'-1" 8'-6" 8'-6" 8'-6" 8'-6" 1'-3" . PILE TO ILE TO 16"x37" CONC. I COLUMN w/3-#5 VERT. EA. SHORT Lou Pontigo and 1 • r 1 Z r 1 • I FACE, 4-#5 VERT. Associates, Inc. _i - - - - - - - - - - �_i - - � - - - - - - �_i - - - - - - - - - - - �_r EA. LONG FACE 420 Osceola Avenue r (10 TOTAL) @ #310 FT 1�-Q Jax. Beach, Florida 32250 I h. 242-0908 Fax. 241-9557 S1 01 I I #512"o.c TOP I I -�}-T/-SLAB I CLOSED TIES FL:CA#344 SC:CA#579 9 ICF WALL AT ALL BEAMS +17.9 4 4 4 AT 10 OC. CONTACT US WITH YOUR COMMENTS (TYPICAL) ( ( NAVD I S1.01 S1.01 S1.01 I I 3 I ( I I I � � COMMENTS @ LP-A.COM I s1.o1 I I I N oaf •�:.p• i�/� P*'VNQ EN w I I I I I I Z - f � - T SLAB Z - f - f wo ` I I-I � 7" REINFORCED CONCRETE � 2 I '� #5@12"o.c TOP /SLAB NAVD 3 #5@12"o.c TOP ( of '� S °0 1 I I r 1 I SLAB FORMED ON FILL W/ I r AT ALL BEAMS AT ALL BEAMS I T E +17.9 # A CONTINUOUS MAT OF S1.01 w 8 • w 5@12 o.c TOP ♦_� �_� �_ O :�` OF � "� (TYPICAL) I I (TYPICAL) � �` •.�� : � � o AT ALL BEAMS #4 @ 12"o.c E.W. BOTTOM o NAVD S1.01 y,,,�s '•..RIDP.o �G�c,� CL (TYPICAL) n o o �.,,�s/pNq NG�1- O r7 �- co p •� p w na�an I \41 I I I I I ^I �, r I I I f 1 I 7" REINFORCED CONCRETE I f .I o REVISIONS DATE P I I I I LO 7 REINFORCED CONCRETE 0 cD w N " SPAN SPAN J SLAB FORMED ON FILL W SLAB FORMED ON FILL W/ m °' I I I I - 8 / r A CONTINUOUS MAT OF I A CONTINUOUS MAT OF J • S1.01 4 @ 12 o.c E.W. BOTTOM 0 10 I I # T SLAB I I I S1.01 #4 @ 12 o.c E.W. BOTTOM I I I I / I I I I I I ES -6 ' I I +17.9 I 10 » w „ I I NAVD 1 I I I I I 9 ICF WALL 0 9 ICF WALL - - - - I I - - - - s Z - - - - s -I- ki r r - r J N r 1 _ ♦ FIELD ALTERATION U0 I ♦_/ CONTRACTOR SHALL CONTACT LOU PONTIGO$ASSOCIATES PRIOR TO „ , » MAKING ANY STRUCTURAL FELD �, cD TIONS W IC MAY VARY 24"x37Y2" •ONC. C LU •N = 8 -6 7 -8 I FROM TIvIODIFIHEINTENT OFTH ORIGIINAL 9"X20" IN WALL ICF 9 9x20 IN WALL ICF COLUMN 10 w 4-�j5 VE T. EA. FA EI I o CONSTRUCTIONDOCLMENTS,PR RT ( � / 7r � ^ , „ FIELD ALTERNATIONS MADE PRIOR TO `- COLUMN w/3#6 VERT. S1.01 w/3#6 VERT. EA. FACE, SEE-/ S1.01 N I 8 @ #3 CLOSE TIES AT 1 1 -5 � BEING APPROVED BY LOU PONTIGO$ ,# L - - T/CONC. CURB I ASSOCIATES MAY RESULT IN EA. FACE, SEE 10/S5.1. 10/S5.1. S1.01 10 OC. o +17.57' NAVD 'n ADDITIONAL EGONNEEERING OR I 5'-1' - 8%9" CONC. COLUM r I 7 j I;. Q 4" BREAKAWAY CONC. INDICATES DIRECTION OF w/2-#5 VERT. EA. FAC I c i SLAB w/SAWCUTS OUTER BARS WITHIN @ #3 CLOSED TIES A I S1.01 `� I 5'-0"o.c, SEE 13/S1.01 REINFORCING MAT. SEE $ S1..0 1 1 jr :� 1 T SLAB 12/S1.01. d I / I +17.73 o J NAVD FOR POOL & EXTERIOR _ o - _ O I I PATIO FOUNDATION PLANS C° � 0 I REFER TO SHEET S1.02 1 I I LL �I FOUNDATION LEGEND 00 4 00 w I ' I w m 14" DIAMETER AUGERCAST PILE 9" CF AL a J 07 W > INDICATES GRADE BEAM, SEE SHEET S1.01 FOR REINFORCEMENTLL - - - - - - - - - �- - - - - - 4 -0" (SLAB EDIGE DIM.) 1 ZQ 110 INDICATES DETAIL NUMBER INDICATES BUILDING AND SHEET NUMBERLL oLLJ 3'-11 2' g" 0' /2" 1 0" 23'-0" DIRECTION OF OU N INDICATES /TER BARS WITHIN a REINFORCING MAT. SEE 12/S1.01 U � r J I I 12x12 BREAK-AWAY CONC. NOTES VERTICAL CONCRETE ELEMENTS DE � 9 ICF WALL CURB TO SUPPORT WOOD ® I I N Q DECKING, SEE DETAIL 4/S1.02 N U » io io . � O ' DENOTES 11 ICF WALLS U.O.N., SEE 2/S6.0. � i� I I W I i ® _I o NOTES: 1. TOP OF SLAB ELEVATION VARIES, SEE PLAN. 2. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, FLOOR SLOPES Z AND STEPS NOT SHOWN. / - - - - - - -3. COORDINATE TOP OF SLAB WITH ARCHITECTURAL PLANS PRIOR TO T#5012'- EU MCONSTRUCTION 12'-8" - U) 10'-95/8" 9'-23/8' w6 T/SLAB I 0 11 c TOP S1.01 AT ALL BEAMS +17.9 S1 01 Q�j _ (TYPICAL) NAVD - O (o 7" REINFORCED CONCRETE - N oSLAB FORMED ON FILL W/ oI U A CONTINUOUS MAT OF � m F #4 @ 12"o.c E.W. BOTTOM Y3 SPIN Q JV) 5 #5@12"o.c TOPFEMA RELATED DESIGN CRITERIA IS1.01 AT ALL 10BEAMS (TYP.) NDATION FEMA RELATED DESIGN CRITERIA FEMA (BFE) - FEMA VE 13 (NGVD) + 1FT FREE BOARD = 14 (NGVD) _ +12.9 NAVD - - - - r r r r - - - - r DEP MONUMENT NUMBER - R050 100 YR. STORM ELEVATION - +16.4 NAVD (FROM MONUMENT) GROUND 100 YR. STORM DESIGN GRADE ELEVATION - +4.4 NAVD (FROM MONUMENT) 4 BOTTOM OF PILING - -14.4 NAVD BOTTOM OF LOWEST HORIZONTAL STRUCTURAL ELEVATION - +16.4 NAVD 51'01 m FLOOR VE CONSTRUCTION CERTIFICATION STATEMENTS 1'-3" g,_23/8" 9'-23/g" - $ 9'-238" 9'-23/g" 1'-3" ' m FRAMING AT THE FEW LOCATIONS WHERE THE PILE SPACING HAS BEEN REDUCED TO LESS THAN 8:1 RATIO (PER FBC 3109.4), THE PILES HAVE BEEN DESIGNED TO RESIST THE ADDITIONAL LOADS FROM FLOOD WATERS 49'-0" (SLAB EDGE DIM.) N qr PLAN AND TRAPPED DEBRIS. FOUNDATION AND STRUCTURE IS ANCHORED TO RESIST FLOTATION, COLLAPSE AND LATERAL MOVEMENT FOUNDATION o THESE OT DRAWINGALE S. FROM � THESE DRAWINGS.IF A DVv1ENSION IS DUE TO THE COMBINED EFFECTS OF WIND AND WATER LOADS ACTING SIMULTANEOUSLY ON THE UNCLEAR REFER TO THE BUILDING COMPONENTS THAT RECEIVE SUCH LOADING. BREAKAWAY ELEMENTS COMPLY WITH THE L ARCHITECTURAL DRAWINGS OR GROUND FLOOR FRAMING PLAN CONTACTTHEEAN E ' INTENT OF TECHNICAL BULLETIN 5 'FREE OF OBSTRUCTION REQUIREMENTS'. "- AUGER CAST PILE FOUNDATION SCALE: 1 /4" = 1 '-0" W 587LBE CH AVE. 1. FOUNDATION IS SUPPORTED BY 14 DIAMETER AUGER CAST PILES WITH A GROUT STRENGTH OF 5000 PSI, A CAPACITY OF 26 TONS IN COMPRESSION, 8 TONS IN TENSION AND 2.6 KIPS IN SHEAR. AS PER DESIGN/DRAWN/CHECKED GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES, UES PROJECT No. NOTES: Cs KJL LAP 0930.1300083.0000, UES REPORT No. 1038313, DATED MAY 28, 2013. 1 . THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. J DATE FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE z 07/23/13 2. ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINIMUM CONCRETE COVER OF 2" TO THE #3 TIES. ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. C CONTROL NO. 3. AUGERED PILE PLACEMENT TOLERANCE: PLUS OR MINUS 2 INCHES. Z 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. O TRUSS ID. 4. THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY THAT THE PILE INSTALLATION COMPLIES WITH 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN LPA NO. THE DESIGN REQUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVIDUAL PILE DEPTH Q CONT-12-00356 AND QUANTITY OF CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED ACCORDANCE WITH ASTM D 1557. r) SHEET PILES; TOTAL LENGTH OF INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR ALL OF THE z PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF D SLO j EACH PILE FROM THE SPECIFIED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD Q UPON COMPLETION OF THE AUGERED PILE WORK. LL SHEET 2 OF 12 i I I PO EXTEND BARS TO WITHIN I 3" OF TOP OF SLAB (TYP) 7" STRUCTURAL I i #5 @ 12" OC TOP CONCRETE SLAB T PILE VARIES SEE PLAN 1/3 SPAN TOP REINFORCING 1/3 SPA TOP REINFORCING 1/3 SPAN TOP REINFORCING 1/3 SPAN TOP REINFORCING 2-#4 SUPPORT BEND OVER BARS INTO GRADE BEAM/SLAB " " #5 @ 12" OC TOP Lou Pontigo and � EL. +17.9' NAVD EL. +17.9' NAVD Ilk Associates, Inc. i TOP OF SLAB TOP OF SLAB 420 Osceola Avenue O 7" STRUCTURAL o �� �� #4 @12" OC EA. #4 @ 12" OC EA. Ph. 242-0908 Fax. 241-9557 I 2- 4 SUPPORT Q Iax. Beach, Florida 32250 � CONCRETE SLAB I • �� WAY. BOTTOM # " N i PILE CAP SEE • 'WAY. BOTTOM FL:CA#8344 SC:CA#3579 • CONTACT US WITH YOUR COMMENTS EL. +16.4 NAVD 14 G AUGER CAST PILE GRADE BEAM REINFORCING - -- - PLAN FOR LOCATIONS COMMENTS @ LP A.COM F\B BOTTOM OF GRAD w/ 6-#5 x _ LONG w/ CONTINUOUS THROUGH E BEAM ,4 EL. +15.9 NAVD r #3 TIES @ 12" oc PILE CAP, SEE SECTION d BOTTOM OF PILE CAP GRADE BEAM REINFORCING, �,� -H PILE & 3/S1.01 4-#5 " / 'n 0 S1.01 TIESS@TOZ„ ��OT. W/ #3 ,�CE ANCHOR PILE OUTLINE OF GRADE BEAM S'� .�� It No. SECTION BEYOND, SEE SEIn CTION 14"0 AUGER CAST PILE 2/S1.01 PER DETAIL 1/S1.1. SEE = M 1 -2 PLAN FOR LOCATION STATI * M» 3-#5 EACH WAY OF00 ABOVE PILE ^% ,,y� s� ••.........• ��a,�. s 2'-6" -•yF� .. IDP•••'��' � GRADE BEAM AND STRUCTURAL SLAB REVISIONS DATE OIL BOT PILE SINGLE PILE CAP AND STRUCTURAL SLAB -14.4 NAVD TYPICAL TYPICAL POOL HOUSE PILE ANCHOR PILE ELEVATION2 SECTION 3 SECTION �_o SCALE: 1/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" FIELD ALTERATION 1-#4 HORIZONTAL @ 48" O.C. ALTERNATE SIDE ORIENTATION CONTRACTORHALL PPJOPTTACT OU PONTIGO 8 ASSOCIATES PRIOR TO 1-#4 HORIZONTAL @ 48" O.C. a 11 ICF WALL MAKING ANY STRUCTURAL FIELD ALTERNATE SIDE ORIENTATION (PROVIDE FIRST BAR 12"± SEE 2/S6.0 FOR MODIFICATIONS WHICH MAY VARY ABOVE SLAB) FCONSTRUCTION DOCUMENTS.ANYOM THE INTENT OF THE (PROVIDE FIRST BAR 12"t a 2-#4 SUPPORT REINF. FIELD ALTERNATIONS MADE PRIOR TO „ » » BEING APPROVED BY LOU PONTIGO ABOVE SLAB) #5 DOWEL BAR WITH 6 90' #4 @ 12 OC #5 @ 12" OC #5 DOWEL BAR WITH 6" 90' 1-#4 HORIZONTAL @ 48 O.C. ASSOCIATES MAY RESULT IN " TEMPERATURE ALTERNATE SIDE ORIENTATION ADOITIONECTIONEERINGOR #5 @ 12" OC TOP W/ STD 11" ICF WALL, SEE GRAODEEBEAM, SPACE TO MATCH REINFORCING TOP W/ STD 90' BEND HOOK EMBEDDED 12 INTO CONTINUITY Z- BAR (DOG LEGS �'� '°"F 90' BEND 2/S6.0 FOR REINF. 1/3 SPAN TOP REINFORCING GRADE BEAM, SPACE TO MATCH T (PROVIDE FIRST BAR 12 t 1. VERT. REINF. VERT. REINF. AT STEP LOCATIONS ABOVE SLAB) 1/3 SPAN TOP REINFORCING ° 2-#4 SUPPORT EL. +17.9' NAVD 11" ICF WALL TOP OF SLAB S6.0 FOR EL.+17.9' NAVD SEE 2/S6.0 TOP OF SLAB ------� G ADE BEAM TOP REINFORCING REINF. #5 DOWEL BAR WITH 6" 90' • 3» " C UOUS THROUGH PILE CAP Z-BAR AT STEPS a a HOOK EMBEDDED 12" INTO 4 @ 12" OCnr SEE DETAIL ABOVE. r GRADE BEAM, SPACE TO MATCH # 7 STRUCTURAL I 1 \ 1-#5 CONT. F- 7" STRUCTURAL \ EA. WAY CONCRETE SLAB N F �' " VERT. REINF. #4 @ 12 OC EA. "I \ \ LO BOTTOM. ----- " N TTM CONCRETE SLAB . • • " OUTLINE OF GRADE `� EL. +17.9 NAVD O WAY. BOTTOM _ � LL MONOLITHIC CONCRETE 0 BEAM BEYOND, SEE EL. +15.9' NAVD TOP OF SLAB ' GRADE BEAM, SEE PLAN 6 SECTION 3/S1.01 BOTTOM OF PILE CAP W BOT OF GRADE BEAM 1' 2" • • \ \ FOR LOCATIONS GRADE BEAM TOP REINFORCING \\, L9 7 1 - CONTINUOUS THROUGH STOP GRADE BEAM BOTTOM "I /\\ > GRADE BEAM REINFORCING, PILE CAP, SEE SECTION 3/S1.01 REINFORCING AT PILE 30$sr • • • • MONOLITHIC CONCRETE Q 4 @ 12" OC EA. z SEE 3/S1.01 3-#5 EACH WAY # WAY. BOTTOM GRADE BEAM, SEE, PLAN +16.4' ' ABOVE PILE BOTTOM OF GRADE BEAM Q 1 -3 FOR LOCATIONSLD 14"0 AUGER CAST PILE #4 @ 12" OC EA. � = W PERDETAIL 1/S1.01. SEE 2'-6" WAY. BOTTOM GRADE BEAM REINFORCING, 1,_91) GRADE BEAM AT EDGE CONDITION PLAN FOR LOCATION SEE 3/S1.01 U � Q SINGLE PILE CAP AT EDGE CONDITION GRADE BEAM AT RECESSED SHOWER 0U k W SECTION 5 SECTION SECTION m 4 6 �-o SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" z 4 @ 12" O.C. W # 4Y4" CURB 2-#4 SUPPORT ""r EA. WAY. BOTTOM 7" STRUCTURAL MONOLITHIC CONCRETE r ^ J EXTEND TOP # GRADE BEAM, SEE PLAN I #5 @ 12" O.C. CONCRETE SLAB REINF. 31" HAIRPIN CONT. OCD 3 #5 @ 12 OC W/ STD 90' BEND 8 STEP MIN INTO TOP W/ STD 90' BEND FOR LOCATIONS 3" CLEAR \ ADJACENT 1/3 SPAN TOP REINFORCING 2" CLEAR z 10 SLAB w 4 1" DEEP SAWCUT w Q EL. +17.9 NAVD /# " � O TOP OF SLAB " @ 12" O.C. EA. GRADE BEAM • • • • " • " w ELASTOMERIC SEALANT WAY. TOP & BOT 00 n v SLAB ON GRADE, SEE PLAN • • • •- -------------- - • • • • • 13"lo • • • • " • A • • • • • Uj EL. +16.4' NAVD -' " BOTTOM OF Z#4 @ 12" OC - 7" STRUCTURAL NOTES: 1'-9" 2'-0" EA. WAY. BOTTOM CONCRETE SLAB • • • • GRADE BEAM 1) PROVIDE SAWCUTS TO CREATE GRADE BEAM REINFORCING, GRADE BEAM REINFORCINGREINFORCING,-/ APPROXIMATE 5' X 5' MAX. SQ. SEE 3/S1.01 GRADE BEAM REINFORCING, GRADE BEAM 2) SAWCUT CONC. SLAB WITHIN 4 TO 6-#5 TOP & BOT. W/ #3 SEE 3/S1.01 12 HOURS OF CONC. PLACEMENT. TIES @ 6" OC 1�_ „ CONCRETE COVER DETAIL GRADE BEAM W 8 STEP GRADE BEAM SECTIONAT9 EDGE CONDITION 11 SECTION 13 AWCU T DETAIL FOUNDATION " S1.01 SCALE: 3/4" = 1'-0" S1.01 SCALE: 3/4" = 1'-0" �_oSCALE: 3/4" = 1'-0" DETAILS S1.01 SCALE: 3/4 = 1 -0m EXTEND TOP REINF. 31" MIN N INTO ADJACENT GRADE BEAM OUTER BARS. WHERE l� SEE PLAN O DO NOT SCALE DIMENSIONS FROM #5 @ 12"o.c TOP W/ STD 90' BEND TOP OF SLAB REQUIRED THESE DRAWINGS.IF A DIMENSION IS 113 SPAN TOP REINFORCING Ck UNCLEAR REFER TO THE J ARCHIWNTURA TDRAWIIR S OR 9Y2" CURB POURED �" I-#5 CONT. 'dor MONOLITHICALLY WITH a a SLAB PLAN NAME •.i• • �__ '> 0_ " W 587 EACH AVE. .EL +17.9' NAVD Q a 2" CLR j� cfl 4 j0 W DESIGN/DRAWN/CHECKED 2-#4 SUPPORT ° , . ,3 . , a. J . • . TOP OF SLAB 2 LAYERS OF } Cs KJL LAP J DATE co INNER BARS 6 MIL VAPOR BARRIER Z 07/23/13 7" STRUCTURAL GRADE BEAM REINFORCING, I (LAP SEAMS) Q CONTROL NO. CONCRETE SLAB 6-#5 TOP & BOT. W/ #3 2'-0" „ GRADE BEAM REINFORCING, . . . . `- TIES @ 6 OC SEE 3/S1.01 - SLAB REBAR PLACEMENT p TRUSS ID. BT OF GRADE BOEAM 1� LPA NO. GRADE BEAM CONT-12-00356 8 AT GARAGE RECESS 10 GRADE BEAM AT GARAGErl2 SECTION o SHEET S1.01 „ _ „ _ 3 4" = 1'-0" S1 ,01 SCALE. 3/4 - 1'-0" �-o SCALE: 3/4 s 1 0 S1.01 SCALE: / - � SHEET 3 OF 12 321-011 91 — — — T/CONC. CURB 9 10'-2' 10' 2" 1 9 +17.57' NAVD c0 - - - - - - - - - - - - - - - - - - - - - - - - - Lou Pontigo and If 10 Associates, Inc. I 4" BREAKAWAY CONC. SLAB w/SAWCUTS @ 420 Osceola Avenue = I — — — — — — — — — — LL_ 1�5'-0"O.C, SEE 13/S1.01 F Ph 242-0ch, Florida ri a 32250 I 241-9557 FL:CA#8344 SC:CA#3579 T/SLAB I I I I I I CONTACT US WITH YOUR COMMENTS +17.73 I I I I I I I C0�1MENTS @ LP A.COM NAVD I o co1 I I o r - - � - - – - - 4S1 _ I I � M g bg� T/GONG CURB a� I L,_ - - - - - _J L,_ - - - - -1 - - - — I y ST EOF M +17.57' NAVD ��� ��� �� " �g p�•.A%, P••.•'��@ a r- LA `_/ `_/ `r/ / ;i 9 Fs...•RID `L, �. r REVISI 7 DATE 12x12 BREAK-AWAY CONC. CURB TO SUPPORT WOOD 2 FRANGIBLE PAVING, DECKING, SEE DETAIL 4/S1.02 S1.02 TY SEE ARCH � FIELD ALTERATION — 12"x 20" B 0 N D BEAM CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO T/BEAM EL. 16.90' NAVD _ ,,DING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY p FROM THE INTENT OF THE ORIGINAL 2x8 SYP No.2 — — — — — — — — FIELD ALTERNATIONSD DOCUMENTS.ANY +� BEING APPROVED BY LOU PONTIGO S FOR HOUSE AT 16 O.C. ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR FOUNDATION INSPECTION FEES. PLAN REFER I I TO SHEET S1.0 T/CONC. CURB - - - - J j��� — — ��'��� - - - - ����� - - - - � ���� - - - ��� +17.57' NAVD T O LL TI- UJ 2" PAVER STONE AS PER 32 -0 POOL AND EXTERIOR PATIO PLAN ARCH DESIGN. ,> - � ,-0„ 14'-0„ U — SEE r----------- -------, SCALE: 1 /4" — Q - 5/S1.02 WATER LINE Q _--- - ----------- WATER LINE ` ' r i LD 7 Uj OLf) 00 I I \\ U SEE 3/S1.02 6' \6' BOND BEAM Uj POOL SEE 4/S1.02 Q I I I � W 00 W � 00 I I SEE - - - I �'�/%/i/. ' " \\/� ------------ i i I i 6/S1.02 I----- - - ---------I GRADE 8" CONCRETE POOL Uj T [,- Ln 8" CONCRETE POOL BEAM SLAB, SEE 3/S1.02 1 SECTION SLAB, SEE 3/S1.02 BEYOND 2 SECTION GRADE BEAM BEYOND S1.0 SCALE: 3/8" = 1'-O" 1.0 SCALE: 3/8" = 1'-0" Q Q . O 4 . ° U d #4Q 12" O.C. E.W. ° . TYPICAL AT SUN-BED �►� 6" STRUCTURAL CONCRETE POOL SHELL WALL + ° a. a a` a•. 6„ ° 6» ° a G �. 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