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587 Beach Ave 2013 new sfr ' 'I SS CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 2119 Application Number . . . . . 13-00003500 Date 10/15/13 Property Address . . . . . . 587 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 2750000 ------- ------ - -- --- ---- -- --- --- ------ --- - ---- --- ----- --- ------- --------- - --- Application desc HOUSE PLANS - ----------- - --- -- -- -- - - --- ---- - -- - - - -- - - --- - --- -- --- --- ------- -- ------- --- - Owner Contractor -------- - -- ------ - -- ---- -- --- -- --- --- ---------- - KIRK & ANNE MARIE MOQUIN AURORA CUSTOM HOMES 2375 PONTE VEDRA BLVD S P.O. BOX 329 PONTE VEDR-A BEACH FL 32082 PONTE VEDRA BEACH FL 32004 (904) 246-S400 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AO - - --------- - - -- - -- ---- -- ------ - ---- ----- - ---- --- -- --- --- ------- --- ---------- Permit . . . . . . SINGLE FAMILY DWELLING NEW Additional desc . . Permit Fee . . . . 6180 . 00 Plan Check Fee 3090 . 00 Issue Date . . . . Valuation . . . . 2750000 Expiration Date . . 4/13/14 ---- - - - -- -- --- - -- -- -- -- ------ --- ------ - ------- --- -- --- --- - ---- ---------- -- -- Special Notes and Comments ALSO SEE PERMIT 13 3130 FOUNDATION/SLAB PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ----- ------- --- -- --- -- -- ----- ---- ----- - ---- --- - -- ---------------- --------- -- Other Fees . . . . . . . . . STATE DCA SURCHARGE 92 . 70 PERMITIS APPROVED ONLV' IN ACCORDANCE WITH ALL AND THE 171,01?913,A� 70 BUILDING CODES. . I A . CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 7711 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 r lilt Page 2 Application Number . . . . . 13-00003500 Date 10/15/13 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 6180 . 00 6180 . 00 . 00 . 00 Plan Check Total 3090 . 00 3090 . 00 . 00 . 00 Other Fee Total 185 .40 185 .40 . 00 . 00 Grand Total 9455 . 40 9455 .40 . 00 . 00 PERMIT IS APPROVED ONLV IN ACCORDANCE WITH ALL CITV OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH LCFILE CPU 800 Seminole Road, Atlantic Beach, FL 32233 OCT 0 4 2013 10�R ! :( n! Office (904) 247-5826 Fax(904) 247-5845 ENMNNNWW� r Job Address: 5877 _6e4j A-jC Permit N IBY 9Z ZI T� Legal Description 5_6� 1G_?_S_ zqE_ Parcel 9 70167- v.Doo -) Floor Area of Sq.Ft. Sq Ft Valuation of Work$ 2/7.3'0,,00 C Proposed Work heated/cooled 6Z-12> no'n-heated/cooled 11-1 (o Class of Work(circle one): (�D Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s) (circle one): Commercial If an existing structure,is a fire sprinkler system installed? (Circle one): Yes No N/A Florida Product Approval# 5;*,�--Fb r(#^, For multiple products use product approval form Describe in detail the type of work to be performed:_Me,,A F-et.'" 7c-P .9 -.5,P-s vf a etwe(s, T'le .2 -cq>o S&,�R (w(*,j Property Owner Information: Name: e mm�,r_ a lng.� N".'s�rs, Address: 2t76 -!!r. P--r� V646 841D. City P-�- VC-Al-,% Co_.kA_ State-T_�L Zip %W rsZ — E-Mail or Fax 4 (Optional Phone 9o!j- 8z 6- c>7 n. Contractor Information: CONTRACTOR EMAIL ADDRESS: Company Name: A��o rA (,,-s4-cA Aomar- ,�;-c, Qualifying Agent: (vk Z C L k- 4R^)ABiQ Address: P.O. Ro)( s-2�:� — City 6,&. %)eA,* GkA,4, State ft- Zip I Z0041 Office Phone Ioq- ?_q(,-:5,joo Job Site/Contact Number jg11-5+ - State Certification/Registration#_ --C�e-0 7__1 It? s I oog Fax# fo-1-2-ft -165,q Architect Name&Phone# AAso I)aR C-r,*!.,tf Engineer's Name&Phone# Lot% po.A4<.�o Fee Simple Title Holder Name and Address-V AA Bonding Company Name and Address tiA Mortgage Lender Name and Address 1�A 4pplication is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commencedprior to the issuance ofa permit and that all work will be performed to meet the standards of all laws regulating construction in thisjurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandonedfor a period of six�6)months at any time after work is commenced. I understand that separate permits must be securedfor Electrical Work,Plumbing,Siqns, Wells,Pools, Furnaces,Boilers,Heaters, Tanks andAir Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I here certify that I have read and examined this a DUcation and know the same to be true and correct. Allprovisions of laws and ordinances governing this type 1�work will be complied with whether eci herein or not. The granting of a permit does not presume to g e authority to violate or cancel the provisions of any otherfederal,state, ap4oc 1 aw gulatin construction or the performance of construction. a 000' 4g e 4author, toviolate or ca, Signature of Owner Signature of Contractor Print Name .0 1W 101/ Print Name [A I e_-�4A rom L_ LEr-_%4"kjA ........ ...n.I...... ... ............I...........................................I............................................................................. DL r-)L- i-5-S-0 5-5-1 5-C-j Norb Before me / Before me this 0 L( Day of C 4-7)Lg�_ 20 this Day of Oc'Imlok- 20 A lqo�ta Public MANNA MONAMMIRota&P�u_blic Notary Public,State of Florida commission#FF 9847 Revised 01.26.10 my comm.exores April 18,2017 DO NOT WRITE BELOW- OFFICE USE ONLY Applicable Codes: 2010 FLORIDATMDING CODE Review Result (circle one): Approved Disapproved Approved w/ Conditions Review Initials/Date: lo- 8-15 Development Size Habitable Space 6,215 — Non-Habitable lole. Impervious area Miscellaneous Information Occupancy Group R%3 Type of Construction_y�:,C Number of Stories 3 Zoning District -'5 - D_ Max. Occupancy Load Fire Sprinklers Required Flood Zone A 0 Conditions/Comments: 800 Seminole Road Atlantic Beach,Florida 32233 Telephone(904)247-5800 FAX(904)247-5805 Dill k U L t-- Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code See 6-18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. I. Parking plan—parking plan showing how site will be accessed and all onsite and abutting street parking areas. 2. 3. Location of construction trailers, loading/unloading area and material storage area. 4. Location of chemical toilet area.(chemical toilets must be kept out of City right-of-way and not further than 15 feet from structure under construction) 5. Location of dumpster. Dumpster must be from an approved waste company (in accordance with Chapter 16 City Code) as of 2009 the permitted dumpsters are Advanced Disposal,Realco Recycling, and Shappells. Dumpsters will have tarp covers or rigid covers on windy days. Dumpsters must be removed prior to issuance of Certificate of Occupancy. 6. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 7. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnants and other such construction debris including cans, metal, plastic and paper. 8. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosion& Sediment Control Plan (silt fence, catch basin filters, etc.) until sod or other stabilization has been placed and approved by Public Works. 9. Other activities, where special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 5/2009 Graham Shirley From: Carper, Rick Sent: Monday, October 07, 2013 9:51 AM To: Graham Shirley; Kaluzniak, Donna Cc: Hubsch, Jeremy; Walker, Jennifer; Jones, Mike Subject: RE: 587 BEACH AVE FILE COPY Shirley, I do not need to see the house plans. Rick Ricky L. Carper, P.E. Public Works Director/City Engineer City of Atlantic Beach 1200 Sandpiper Lane Atlantic Beach, FL 32233 rcarper(o-)coab.us PH: (904) 247-5834 Fax: (904)247-5843 Florida Public Works-First to Respond, Lost to Leave www.apwaflorida.com From: Graham Shirley Sent: Monday, October 07, 2013 9:05 AM To: Carper, Rick; Kaluzniak, Donna Cc: Hubsch, Jeremy; Walker, Jennifer; Jones, Mike Subject: 587 BEACH AVE The house plans for the Mouquin's at 587 Beach Ave where dropped off Friday...since you guys have already approved the foundation, slab, impervious surface, and pilings ..l want to know if I need to re-route those things to you again, I didn't see the need since the plans I got Friday were strictly the house going upwards. Please let me know what you think. SKYteu c1rahant Building Department Permits Technician 800 Seminole Rd Atlantic Beach, Fl 32233 9042475800 syraham@coab.us Graham Shirley From: Kaluzniak, Donna Sent: Monday, October 07, 2013 9:52 AM To: Graham Shirley; Carper, Rick Cc: Hubsch, Jeremy; Walker, Jennifer; Jones, Mike Subject: RE: 587 BEACH AVE Shirley, I do not need to see these—thanks, Donna From: Graham Shirley Sent: Monday, October 07, 2013 9:05 AM To: Carper, Rick; Kaluzniak, Donna Cc: Hubsch, Jeremy; Walker, Jennifer; Jones, Mike Subject: 587 BEACH AVE The house plans for the Mouquin's at 587 Beach Ave where dropped off Friday...since you guys have already approved the foundation, slab, impervious surface,and pilings ..l want to know if I need to re-route those things to you again, I didn't see the need since the plans I got Friday were strictly the house going upwards. Please let me know what you think. S��Yteu ciraham Building Department Permits Technician 800 Seminole Rd Atlantic Beach, Fl 32233 9042475800 syraham(k,coab.us Graham Shirley From: Hubsch, Jeremy Sent: Monday, October 07, 2013 915 AM To: Graham Shirley Subject: RE: 587 BEACH AVE I don't need it re-routed. Thanks for asking. From: Graham Shirley Sent: Monday, October 07, 2013 9:05 AM To: Carper, Rick; Kaluzniak, Donna Cc: Hubsch, Jeremy; Walker, Jennifer; Jones, Mike Subject: 587 BEACH AVE The house plans for the Mouquin's at 587 Beach Ave where dropped off Friday...since you guys have already approved the foundation, slab, impervious surface, and pilings ..] want to know if I need to re-route those things to you again, I didn't see the need since the plans I got Friday were strictly the house going upwards. Please let me know what you think. ,Sh�rLeu C-irahom Building Department Permits Technician 800 Seminole Rd Atlantic Beach, F1 32233 9042475800 syrahamRc.coab.us NOTICE OF COMMENCEMENT State of -FL=t�QA FolioNo. 1-7ot57- 0000 County of C)1A.Vftj, . FILE COPY To Whom It May Concern: The undersigned hereby informs you that improvements will be made to cerftt in I property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: :5-6.q 16 --ze, -2,1 IF Address of property being improved: SVS7 AW General description of improvements: f) j I;rx r 5.�� <jC Lr,, -PfOA, &t!jo Coe,� A me-,j 12 e-A I 0-,�40 Owner: Address: "-e N L2 14 -bAliJke 51- DCN� ok�TAIAk Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: Contractor: A%ovq>c%A "4o&% i�,om%al 7rAc- Address:—P-0- BOX -S;LIJ X^146 QCkA JT&Ae�- TelephoneN jolt - 7-11-6- 5djoo FaxNo: CfCq- 2Y4- /6-111j Surety(if any) Address: Amount of Bond Telephone N& Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice/f Commencement (the expiration date is one (1)year from the date of recording unless a different date is specified):— 1-0-31 Iq THIS SPACE FOR RECORDER'S USE ONLY OWNE4R Signed: eot4"I' Date: 3 X� �6-- /r V Before me th AUayrf \,in the Coun(y,4f Duv6l.State ASHLEY TROUTT Of Florida,has personally appeared Q�l X yl - A�� 6 Notary Public.State of Florida 1:*dQ -V d-%, Notary Public at Large,State of Flon a.County of Duva ml:=21 Commission#EE 860723 My commission expires: -2-k?.120 6 AIO�W My comm.expires Dec.26.2016 Personally Known:-j.)(A or Produced Identification' ITW Building Components Group, Inc 2400 Lake Orange Drive suite 150 Orlando FL 32837 P Florida Engineering Certificate of Authorization Number:0 278 ... A Florida Certificate of Product Approval#FL1999 IV. Page I of I 'W Document ID:IUZT151-ZO723040036 W.22839 n Truss Fabricator� Manning Building Supply of Jacksonville, Inc. Job Identification: J-13-0591--Aurora Custom Homes 587 Beach Ave Atlantic eack Truss Count: 2 Model Code: Florida Building Code 2010 io�0", Truss Criteria: FBC201ORes/TPI-2007(STD) Engineering Software: Alpine Software,Version 12.03. ....... Structural Engineer of Record: The identity of the structural EOR did not exist as of �IVAL Address: the seal date per section 61GI5-31.003(5a) of the FAC 09 23 20 13 Minimum Design Loads: Roof - N/A Floor - 55.0 PSF @ 1.00 Duration Wind - No Wind Notes 1. Determination as to the suitability of these truss conponents for the Walter P.Finn structure is the responsibility of the building designer/engineer of -Truss Design Engineer- record, as defined in ANSUTPI 1 2. The drawing date shown on this index sheet trust rmtch the date shown 1950 Marley Drive on the individual truss conponent drawing.. Haines City,FL 33844 3. The loads indicated on all referenced girder trusses are consistent with the truss layout provided by Manning Building Supply of Jacksonville, Inc. for the above referenced job identification. Loads applied by non-truss elements and basic load parameters are to be reviewed and approved by the EOR/building designer. 4. As shown on attached drawings; the drawing nunber is preceded by: HCUSR151 Details: EJCORNER-STRBRIBR- # Ref Description Drawing# Date 1 58885-401 13266001 09/23/13 2 58886-402 13266002 09/23/13 0 '1 0) (D c 0 0 0) r-m c 0 -t w a rt'a I to I'l) 0 0 (D (A rt - 0 0, Q (D 0) 0 (f) 0 CD 11(D :EO 0 4k Q.::r -1 0 r%)� ==r 0) a ct 2, ID 0 0 0 r- 4c* c -7 n cn W 0 0 w 11 0 CL CL Ul Cn >C) rt -1 :3 0) 'V rt a) cr CL .91.J�J� > w(1)0 Q.a l< m x x x z < 00 OD 0 (D CD CD LA rl)rl)N) > 0) (D r rn (D w :3 CL& r-cl V)V)V) I Ab (A CD -0-0-0 0 E -0-H rt U) no -1 0 -.7 rt 0 r- - 4k 4k zft� z En III - --I--i(D c r- w 0) 1� (m IQ fli w 'a co 11J, nno 0 0 = Q. 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TOP CHORD DEAD LOAD 7 10 p.s.f. BOTTOM CHORD LIVE LOAD 0 0 P.S.f. BOTTOM CHORD DEAD LOAD 10 5 p.s.f. TOTALLOAD 37 55 p-S-f- DURATION FACTOR 11.25 11.00 1 BUILDING CODE FBC 2010 RES WIND LOAD TYPE MWFRS WIND STANDARD A SCE 7-10 WIND SPEED 130 m.p.h. WIND USAGE Residential - CAT 11 BUILDING EXPOSURE Closed BUILDING TYPE N CITE IT IS THE RESPONSIBUT OF THE BUILDING OESIGNEROR ARCHITECT TO PROVIDEYMAPPROPRIATE CONNECTION FOR TRUSSES TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS EI�GINEERNG.SPECIAL CONSIDERATIONS FOR MECI-IAMCALEQUIPMENT ANYORPLUMBING(AND THEIR CONNECTIONS)IN TRUSS SPACE MUST BE OIAGRAMMEDBY BUILDERONAPPRO'VED TRUSS LAYOUT 90 PRORTO FABRICATION 04 THS COMPANY IS A T RUSS MANUFACTURERWHOSIE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 8-174" 1-1995'DESIGN RESPO NSIBIUTIES-.ACCORDINGLY,IT DISCLAIMS 8-i—/4" ANYRESPONSIBIUTIES ANYOR LIABILITY FOR THE CONSTRUCTION DESIGN,DRAWINGS,DOCLIMENTS NCLUnNG THE INSTALLATION AND APPROVED TRUSS ANCHOR BY BUILDER 02 FLOOR TRUSS 2X4 RIBBON NOTCH 24* DEEP 8 V4' BRG. UNLESS N13TED b OTHERWISE CN bo bo TYPICAL TRUSS END WARNI NG CONVENT ONAL FRAMING.ERECTiON AN(YOR PERMAIIIENT BRACING IS 10 NOT THE RESPONSIBIUTY OF THE TRUSS DE SIGNER PLATE MANUFACTURER OR TRUSS MANUFACTURER.PERSONS ERECTING TRUSSESARE CAUTIONED TO SEEK PROFESSIONAL ADVICE FEGARDIW3 ERE CTION BRACING WHICH IS ALWAYS REQUIRED TO �/z; PF4EVENT TOPPLING AAIDDOMINOiNG DURING ERECTION AND PERMAIIENT BRACING WHICHMAY BE REQUIREDIN SPECIFIC APPLICATIONS. EE*BRACING WOOD TRUSSES COMMENTARY AND RECDMMENDATSIONS*IMB-91)FOR FURT HER INFORMATION. TRUSSES SHALL BE INSTALLED INA STRAIGHT ANDPLLIMB POSIT ION.WHERE NO SHEATHING IS APPLIED DIRECTLY TO TOP ANYORBOTTOM CHORDS,THEY SHALL 13E BRACED AS SPECIFIED ONTHEENG NEEREDDESJGN,TRUSSES SKALLBE HANDLED WITH REASON4BUE CARE DURING ERECTION TO PREVENT DAMAGE OR PERSONAL INJURY 8-1/4" ATTENTION "APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN,VERIFY SPANS, PITCHES OVERHANGS.ELEVATIONS, & BEARING CONDIT PONS ACCE P TANCE OF THIS LAYOUT ASSUMES TOTAL RESPO N SIBILF Y,THE TRUSSES WILL BE BUILT IN ACCORDANCE WITH THIS LAYOUT' APPROVED BY DATE Manning Building upplies INC. 11155 Philips Parkwga�2I)r, e. Jackso nvltte FIL. 56 Phonei (904) 268-8225 rBn! Fax, (904) 260-2981 WWW.MBS-CORP.COM CUSTOMER Aurora Custom Homes JOB NAME Aurora - VICIQUIN Res LOT/BLK/SUBDIV 587 Beach AveAtiantic Beach,FL,32233 SCAL E DATE DRAWN BY 08 NUMBER FLORIDA PRODUCT APPROVAL CODE SiI TW/ALPINR D 2147 9/23/2013 Filf in la J-13-0591 I ter 11 J FILE COPY ENERGY PERFORMANCE LEVEL (EP-_Lt... __ DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* 71 The lower the EnergyPerformance Index, the more efficient the home. 587 Beach Ave, Atlantic Beach, FL, 1. New construction or existing New(From Plans) 9. Wall Types Insulation Area a. Frame-Wood, Exterior R=33,0 6493.70 ft' 2. Single family or multiple family Single-family b. Insulated Concrete Form,Exterior R=29.2 3071.30 ft2 3. Number of units,if multiple family 1 c. Frame-Wood, Exterior R=29.2 170.52 ft2 4. Number of Bedrooms 5 d. N/A R� ft2 10.Ceiling Types Insulation Area 5. Is this a worst case? No a. Roof Deck(Unvented) R=33.0 3493.00 ft2 6. Conditioned floor area(ft2) 6213 b. N/A R= ft2 7. Windows- Description Area c. N/A R= ft2 a. U-Factor� Dbl, U=0.35 3246.60 ft2 11. Ducts R ft2 2 additional duct system(s) 6 150.02 SHGC: SHGC=0.24 b.Sup� Bedroom 1, Ret� Bedroom 1,AH: Bedroom 1 6 224.25 b. U-Factor: N/A ft2 c.Sup: Living Room, Ret: Living Room,AH: Living Ro (see details SHGC: 12.Cooling systems kBtu/hr Efficiency c. U-Factor: N/A ft2 a.Central Unit 23.9 SEER:15.50 b.Central Unit 32.6 SEER:15.25 SHGC: (see details) d. U-Factor: N/A 2 additional cooling systems 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 21.6 HSPF:9.00 Area Weighted Average Overhang Depth: 0.147 ft. b. Electric Heat Pump 30.0 HSPF:9.20 Area Weighted Average SHGC: 0.240 2 additional heating systems (see details) 8. Floor Types Insulation Area 14. Hot water systems Cap: 1 gallons a.Slab-On-Grade Edge Insulation R=0.0 1930 00 ft2 a. Propane EF:0.75 b.Raised Floor R=0.0 973.00 ft2 c.other(see details) R= 314.00 ft2 b. Conservation features None 15.Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before,),fi, al inspection. Otherwise, a new EPL Display Card will be completed Co c t based on installed Co e ociaonitff atures. re: Da Builder Signatu te: to, Address of New Home: City/FL Zip: 01)WE *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name� Vloquin Residence Builder Name Street 587 Beach Ave Permit Office: Atlantic Beach City, State, Zip: Atlantic Beach , FIL , Permit Number: Owner: Jurisdiction: 261100 Design Location: FL, Jacksonville 1. New construction or existing New (From Plans) 9. WaIlTypes(9735.5 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame -Wood, Exterior R=33.0 6493.70 ft2 b. Insulated Concrete Form, Exterior R=29.2 3071.30 ft2 3. Number of units, if multiple family 1 c. Frame -Wood, Exterior R=29.2 170.52 ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types (3493.0 sqft.) Insulation Area 5. Is this a worst case? No a. Roof Deck (Unvented) R=33.0 3493.00 ft2 6. Conditioned floor area above grade (ft2) 6213 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(3246.6 sqft.) Description Area 2 additional duct system(s) 6 150.02 a. U-Factor: Dbl, U=0.35 3246.60 ft2 b. Sup� Bedroom 1, Ret: Bedroom 1, AK Bedroom 6 224.25 SHGC SHGC=0.24 c. Sup: Living Room, Ret: Living Room, AH: Living (see detail b. U-Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency a. Central Unit 23.9 SEER:15.50 SHGC: b. Central Unit 32.6 SEER:15.25 c. U-Factor: NIA ft2 2 add itional cooling systems (see details) SHGC� 13. Heating systems kBtu/hr Efficiency d. L-Factor N/A ft2 a. Electric Heat Pump 21.6 HSPF:9.00 SHGC: b. Electric Heat Pump 30.0 HSPF:9.20 Area Weighted Average Overhang Depth 0.147 ft. 2 additional heating systems (see details) Area Weighted Average SHGC: 0.240 14. Hot water systems a. Propane Tankless Cap� 1 gallons 8. Floor Types (3217.0 sqft.) Insulation Area EF 0.750 a. Slab-On-Grade Edge Insulation R=0.0 1930.00 ft2 b. Conservation features b. Raised Floor R=0.0 973.00 ft2 None c. other(see details) R= 314.00 ft2 15. Credits Pstat Glass/Floor Area: 0.523 Total Proposed Modified Loads: 107.02 PASS Total Standard Reference Loads: 150.81 I hereby certify that the plans and specifications covered by Review of the plans and -VIAF ST 0 this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance ,% 0 Ryan B. Ellis with the Florida Energy Code. PREPAREDBY: Before construction is completed DATE: 7/14/13 this building will be inspected for compliance with Section 553.908 1 hereby certify that this jill di, as designed, is in compliance Florida Statutes. with the Florida Energ od E T' OVVNER/AGEN BUILDING OFFICIAL: 177k DATE: DATE: v la-W- -C?0/3 - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist 7/14/2013 10:56 PIVI EnergyGauge@) USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 7 PROJECT Title: Moquin Residence Bedrooms: 5 Address Type: Street Address Building Type: User Conditioned Area: 6213 Lat# Owner: Total Stories: 3 Block/Sub Division: #of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 587 Beach Ave Permit Office: Atlantic Beach Cross Ventilation: County: Duval Jurisdiction: 261100 Whole House Fan: City, State, Zip: Atlantic Beach Family Type: Single-family FIL , New/Existing: New(From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5 % Winter Summer Degree Days Moisture Range FL, Jacksonville FL–JACKSONVILLE–INT 2 32 93 70 75 1281 49 Medium BLOCKS Number Name Area Volume 1 Blockll 1154 10386 2 Block2 1725 19665 3 Block3 1993 27304.0996 4 Block4 1341 16494.3007 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated ----------- 1 Foyer 1154 10386 No 1 0 1 Yes Yes Yes 2 Bedroom 1 1725 19665 No 2 4 1 Yes Yes Yes 3 Living Room 1993 27304.1 Yes 1 0 1 Yes Yes Yes 4 Master Bedroom 1341 16494.3 No 1 1 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Slab-On-Grade Edge Insulatio Foyer 198 ft 0 1154 ft2 0 0 1 2SIab-On-Grade Edge Insulatio Bedroom 1 132.8 ft 0 776 ft2 - 0 0 1 3 Raised Floor Bedroom 1 — — 190 ft2 19 0 0 1 4 Raised Floor Living Room — 973 ft2 0 0 0 1 5 Raised Floor Master Bedroom — 124 ft2 19 0 0 1 7/14/2013 10:56 PM EnergyGauge@) USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 7 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch V/ # Type Materials Area Area Color Absor Tested Tested Insul. (deg) 1 Rat Metal 3505 ft2 146 ft2 Medium 0.96 No 0.9 No 33 4�8 ATTIC # Type Ventilation Vent Ratio (1 in) Area RIBS IRCC 1 No attic Unvented 0 3493 W N N CEILING # Ceiling Type Space R-Value Area Framing Frac; Truss Type 1 Under Attic (Unvented) Foyer 0.1 224 ft2 0.11 Wood 2 Under Attic (Unvented) Bedroom 1 0-1 192 ft2 0.11 Wood 3 Under Attic (Unvented) Living Room 0.1 1736 ft2 0.11 Wood 4 Under Attic (Unvented) Master Bedroom 0.1 1341 ft2 0.11 Wood WALLS Cavity Width Height Sheathing Framing Solar Below Adjacent Space -R-Value Fraction Absor, GradOJ. -ornt- To -WaILType- ---R-Va[ue Ft In Ft 1 W Exterior insulated Concrete Form Foyer 29.2 39.3 9-8 385.1 ft2 0 0 0.75 0 2 S Exterior Insulated Concrete Form Foyer 29.2 59.4 9.8 582.1 ft2 0 0 0.75 0 3 E Exterior insulated Concrete Form Foyer 29.2 39.3 9.8 385.1 ft2 0 0 0.75 0 4 N Exterior insulated Concrete Form Foyer 29.2 60 9.8 588.0 ft2 0 0 0.75 0 5 W Exterior Frame -Wood Bedroom 1 29.2 17.4 9.8 170.5 ft2 0.23 0.75 0 6 S Exterior Insulated Concrete FormBedroom 1 29.2 49 9.8 480.2 ft2 0 0 0.75 0 7 E Exterior insulated Concrete FormBedroom 1 29.2 17.4 9.8 170.5 ft2 0 0 0.75 0 8 N Exterior insulated Concrete FormBedroom 1 29.2 49 9.8 480.2 ft2 0 0 0.75 0 9 W Exterior Frame- Wood Bedroom 1 33 20 13.7 274.0 ft' 0.23 0.75 0 10 S Exterior Frame-Wood Bedroom 1 33 53.5 13.7 733.0 ft2 0.23 0.75 0 11 E Exterior Frame- Wood Bedroom 1 33 20 13.7 274.0 ft2 0.23 0.75 0 12 N Exterior Frame-Wood Bedroom 1 33 25 13.7 342.5 ft2 0.23 0.75 0 13 W Exterior Frame-Wood Living Room 33 34 13.7 465.8 ft2 0.23 0.75 0 14 W Exterior Frame-Wood Living Room 33 12.5 25 312.5 ft' 0.23 0.75 0 15 E Exterior Frame-Wood Living Room 33 26 25 650.0 ft2 0.23 0.75 0 16 N Exterior Frame-Wood Living Room 33 23.8 12.3 292.7 ft2 0.23 0.75 0 17 E Exterior Frame-Wood Living Room 33 20.5 13.7 280.9 ft2 0.23 0.75 0 18 N Exterior Frame-Wood Living Room 33 50.3 13.7 689.1 ft2 023 0.75 0 19 S Exterior Frame-Wood Living Room 33 23.5 13.7 321.9 fl:2 0.23 0.75 0 20 W Exterior Frame-Wood Master Bedro 33 33.5 12.3 412.1 ft2 0.23 0.75 0 21 S Exterior Frame-Wood Master Bedro 33 65.9 12.3 8110�6 ft2 0.23 0.75 0 22 E Exterior Frame-Wood Master Bedro 33 20 12.3 246.0 ft2 0.23 0.75 0 23 N Exterior Frame-Wood Master Bedro 33 31.6 12.3 388.7 ft2 0.23 0.75 0 7/14/2013 1&56 PM EnergyGauge& USA - RaR-2010 Section 405.4.1 Compliant Software Page 3 of 7 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 VV Insulated Foyer None 0.460000 1 9.2 9.199999 2 E Insulated Foyer None 0.460000 1 9.2 9.199999 3 N Insulated Foyer None 0.460000 1 9.2 9.199999 4 N Insulated Bedroom 1 None 0.460000 1 9.2 9.199999 5 S Insulated Bedroom 1 None 0.460000 1 9.2 9.199999 6 VV Insulated Bedroom 1 None 0.460000 1 9.2 9199999 7 E Insulated Living Room None 0.460000 1 9.2 9,199999 8 E Insulated Living Room None 0.460000 1 9.2 9.199999 9 E Insulated Master Bedro None 0.460000 1 9.2 9.199999 10 E Insulated Master Bedro None 0.460000 1 9.2 9.199999 11 N Insulated Master Bedro None 0.460000 1 7.1 7.099999 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 W 1 Metal Law-E Double Yes 0.35 0.24 57.0 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 2 VV 1 Metal Low-E Double Yes 0.35 0.24 99.4 ft' 1 ft 0 in 26 ft 0 in Drapes/blinds None 3 S 2 Metal Low-E Double Yes 0.35 0.24 71.8 ft2 1 ft 0 in 26 ft 0 in Drapes/blinds None 4 E 3 Metal Low-E Double Yes 0.35 0.24 20.2 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 5 S 2 Metal Low-E Double Yes 0.35 0.24 91 1 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 6 S 2 Metal Low-E Double Yes 0.35 0.24 147.2 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 7 E 3 Metal Low-E Double Yes 0.35 0.24 109.5 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 8 N 4 Metal Low-E Double Yes 0.35 0.24 43.5 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 9 N 4 Metal Low-E Double Yes 0.35 0.24 45.1 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 10 N 4 Metal Low-E Double Yes 0.35 0.24 24.8 ft2 0.1 ft 0 in 26 ft 0 in Drapes/blinds None 11 S 6 Metal Low-E Double Yes 0.35 0.24 49.7 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 12 E 7 Metal Low-E Double Yes 0.35 0.24 129.7 ft2 0.1 ft0in 1 ft0in Drapes/blinds None 13 N 8 Metal Low-E Double Yes 0.35 0.24 147.2 ft2 0.1 ft0in 1 ft 0 in Drapes/blinds None 14 N 8 Metal Low-E Double Yes 0.35 0.24 91.1 ft2 0.1 ft0in 1 ft0in Drapes/blinds None 15 N 8 Metal Low-E Double Yes 0.35 0.24 24-8 ft2 0.1 ft0in 1 ft0in Drapes/blinds None 16 S 10 Metal Low-E Double Yes 0.35 0.24 25.1 ft2 0.1 ft 0 in 114.3 ft 0 Drapes/blinds None 17 W 9 Metal Low-E Double Yes 0.35 0.24 28.2 ft2 0.1 ft 0 in 14.6 ft 0 i Drapes/blinds None 18 E 11 Metal Low-E Double Yes 0.35 0.24 28.2 ft2 0.1 ft 0 in 14.6 ft 0 i Drapes/blinds None 19 S 10 Metal Low-E Double Yes 0.35 0.24 25.1 ft2 0.1 ft 0 in 14.3 ft 0 i Drapes/blinds None 20 S 10 Metal Low-E Double Yes 0,35 0.24 20.5 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 21 W 9 Metal Low-E Double Yes 0.35 0.24 20.5 ft2 0.1 ft 0 in 1 ft 0 in Drapes/blinds None 22 E 11 Metal Low-E Double Yes 0.35 0.24 162.8 ft' 0.1 ft 0 in 14.5 ft 0 i Drapes/blinds None 23 E 15 Metal Low-E Double Yes 035 0.24 279.6 ft2 0.1 ft 0 in 10.7 ft 0 i Drapes/blinds None 24 E 15 Metal Low-E Double Yes 0.35 0.24 205.9 ft2 0.1 ft 0 in 3 ft 0 in Drapes/blinds None 25 E 17 Metal Low-E Double Yes 0.35 0.24 205.9 ft' 0.1 ft 0 in 3 ft 0 in Drapes/blinds None 26 N 18 Metal Low-E Double Yes 0.35 0.24 29.4 ft2 0.1 ft 0 in 9.2 ft 0 in Drapes/blinds None 27 W 13 Metal Low-E Double Yes 0.35 0.24 695 ft2 01 ft0in 3ft0in Drapes/blinds None 28 W 13 Metal Low-E Double Yes 0.35 0.24 110.7 ft2 0.1 ft0in 14.3ft0i Drapes/blinds None 7/14/2013 1056 PM EnergyGauge(D USA - FIaRes2010 Section 405.4.1 Compliant Software Page 4 of 7 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang # ---Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 29 S 19 Metal Law-E Double Yes 0.35 0.24 72.5 ft2 0.1 It 0 in 14.3 It 0 i Drapes/blinds None 30 W 14 Metal Low-E Double Yes 0.35 0.24 261.6 ft' 0.1 ft 0 in 2 ft 0 in Drapes/blinds None 31 W 20 Metal Low-E Double Yes 0.35 0.24 206.1 ft' 0.1 ft 0 in 1 ft0in Drapes/bfinds None 32 E 22 Metal Low-E Double Yes 0.35 0.24 121.5 ft2 0.1 ft 0 in 3 ft 0 in Drapes/blinds None 33 N 23 Metal Low-E Double Yes 0.35 0.24 28.4 ft2 0.1 ft 0 in 3 ft 0 in Drapes/blinds None 34 W 20 Metal Low-E Double Yes 0.35 0.24 116.6 ft2 0.1 ft 0 in 2 ft 0 i n Drapes/blinds None 35 W 20 Metal Low-E Double Yes 0.35 0.24 76.4 ft2 0.1 ft 0 in 2 ft 0 in Drapes/blinds None INFILTRATION # Scope Method SLA CFM 50 ELA EqLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 8148.3 447.33 841.28 0.5352 6.6202 HEATINGSYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump None HSPF� 9 21.6 kBtu/hr 1 sys#1 2 Electric Heat Pump None HSPF� 9.2 30 kBtu/hr 2 sys#2 3 Electric Heat Pump None HSPF: 9 47.5 kBtu/hr 3 sys#3 4 Electric Heat Pump None HSPF: 9.2 30 kBtu/hr 4 sys#4 COOLINGSYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit None SEER: 15.523.9 kBtu/hr 717 cfm 0.75 1 sys#1 2 Central Unit None SEER: 15.2532.6 kBtu/hr 978 cfm 0.75 2 sys#2 3 Central Unit None SEER- 15.548.7 kBtu/hr 1461 cfm 0.75 3 sys#3 4 Central Unit None SEER: 15.2532.6 kBtu/hr 978 cfm 0.75 4 sys#4 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Propane Tankless Exterior 0.75 1 gal 80 gal 120 deg None SOLAR HOT WATER SYSTEM V FSEC Collector Storage Cert # Company Name System Model# Collector Model # Area Volume FEF None None ft2 7/14/2013 10:56 PM EnergyGauge(D USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 7 DUCTS ---Supply Return--- Air CFM25 HVAC# # Location R-Value Area Location Area Leakage Type Handler CIF0125 OUT QN RILF Heat Cool 1 Foyer 6 150.02 Foyer 57.7 ft2 Default Leakage Foyer cfm (Default) 1 1 2 Bedroom 1 6 224.25 Bedroom 1 86.25 ft Default Leakage Bedroom 1 cfm (Default) 2 2 3 Living Room 6 259.09 Living Room 99.65 ft Default Leakage Living Roo cfm (Default) 3 3 4 Master Bedro 6 174.33 Master Bedro 67.05 ft Default Leakage Master Bed cfm (Default) 4 4 TEMPERATURES Programable Thermostat Y Ceiling Fans� Cooling Jan [ ]Feb Mar Aprr May [X] Jun X]Jul [XI Aug [X] Sep I ]Oct Nov I Dec Heating Jan Feb Mar Ap ay Ju Aug Sep Oct Nov Dec Venting ri Jan N Feb N Mar Apr May Ju: I Aug I I Sep W Oct N Nov IXI Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (VVD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (VVEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (VVD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (VVEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 7/14/2013 10�56 PM EnergyGaugeO USA FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 7 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 587 Beach Ave PERMIT#: Atlantic Beach, FL, MANDATORY REQUIREMENTS SUMMARY-See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUI REMENT(S) CHECK Air I eakage 402.4 To be caulked,gasketed,weatherstripped or otherwise sealed. Recessed fighting IC-rated as meeting ASTM E 283. Windows and doors= 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors&outdoor combustion air. Must complete envelope X leakage report or visually verify Table 402.4.2. Thermostat& 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system.Where forced-air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental X electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and X sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers.Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker X (electric)or shutoff(gas). Circulating system pipes insulated to= R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a tota I horsepower(HP) of= 1 &Spas HIP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor-retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site-recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP=4.0. Cooling/heating 403.6 Sizing calculation performed&attached. Minimum efficiencies per Tables 503.2.3.Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or x vadable capacity system. Electric heat>10kW must be divided into two or more stages. Ceilings/knee walls 1 405.2.1 R-19 space permitting. X 7/14/2013 10:56 PM EnergyGauge@) USA - RaRes2010 Section 405.4.1 Compliant Software Page 7 of 7 TABLE 402.4.2 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name� Moquin Residence Builder Name Street: 587 Beach Ave Permit Office� Atlantic Beach City,State,Zip: Atlantic Beach,FL, Permit Number: Owner: Jurisdiction: 261100 Design Location: FL,Jacksonville COMPONENT CRITERIA CHECK Air barrier and thermal barrier Exterior thermal envelope insulation for framed walls is installed in substantial contact and continuous alignment with building envelope air barrier. Breaks or joints in the air barrier are filled or repaired. Air-permeable insulation is not used as a sealing material. Air-permeable insulation is inside of an air barrier. Ceiling/attic Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. Attic access(except unvented attic), knee wall door, or drop down stair is sealed. Walls Corners and headers are insulated. Junction of foundation and sill plate is sealed. Windows and doors Space between wi nclow/cloor jambs and framing is sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including Insulation is installed to maintain permanent contact with underside above-garage and of subfloor decking. cantilevered floors) Crawl space walls Insulation is permanently attached to walls. Exposed earth in unvented crawl spaces is covered with Class I Shafts, penetrations Duct shafts, utility penetrations, knee walls and flue shafts opening to exterior or unconditioned space are sealed. Narrow cavities Batts in narrow cavities are cut to fit, or narrow cavities are filled by sprayed/blown insulation. Garage separation Air sealing is provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures are air tight, IC rated, and sealed to drywall. Exception—fixtures in conditioned space. Plumbing and wiring Insulation is placed between outside and pipes. Batt insulation is cut to fit around wiring and plumbing, or sprayed/blown insulation Shower/tub on exterior wall Showers and tubs on exterior walls have insulation and an air barrier separating them from the exterior wall. Electrical/phone box on Air barrier extends behind boxes or air sealed-type boxes are installed. Common wall Air barrier is installed in common wall between dwelling units. HVAC register boots HVAC register boots that penetrate building envelope are sealed to subfloor or drywall. Fireplace Fireplace walls include an air barrier. EnergyGauge@ USA-FlaRes2010 Section 405.4.1 Compliant Software Job: Project Summary Date: 7/9/13 Zone 1 By: M.Ellis Energy Design Systems, Inc. 12132 WeatheR&K)od Estates Dr W,Jacksonville,FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email --Projectinformation- For: Moquin Residence 587 Beach Ave, Atlantic Beach, FL Notes: Front of house faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 94 OF Inside db 74 OF Inside db 74 OF Design TID 42 OF Design TID 20 OF Daily range M Relative humidity 50 % Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27807 Btuh Structure 19327 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27807 Btuh Use manufacturers data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 19211 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2314 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1154 1154 Equipment latent load 2314 Btuh Volume(ft") 10386 10386 Air changesthour 0.40 0.22 Equipment total load 21525 Btuh Equiv. AVF(cfm) 70 37 Req. total capacity at 0.87 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX5024B1 Cond 4TWX5024131 AHRI ref 5020849 Coil *AM7AOA24H21 AHRI ref 5020849 Eff iciency 9 HSPF Efficiency 13.0 EER, 15.5 SEER Heating input Sensible cooling 16758 Btuh Heating output 21600 Btuh @ 47*F Latent cooling 7182 Btuh Temperature rise 25 OF Total cooling 23940 Btuh Actual air flow 787 cfm Actual air flow 787 cfm Air flow factor 0.028 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-1 4 23:14 31 wrhjht:soft Right-Suitell)Universal 2012 12A.03 RSU17457 Page 1 ,4C-01, Aal Manual AEAC,Mocluin Residence,587 Beach Ave,Atl Bch.ruP Calc=MJ8 Front Door faces: Page 1 Project Summary Job: Date: 7/9/13 Zone 2 By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates DrW,Jacksonville,FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email-:Is ax��Lqmaii cc,, Project Information For: Moquin Residence 587 Beach Ave, Atlantic Beach, FL Notes: Front of house faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 94 OF Inside db 74 OF Inside db 74 OF Design TD 42 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 33624 Btuh Structure 24965 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33624 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 24815 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 4101 Btuh Ducts 0 Btuh Heatin Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 172 1725 Equipment latent load 4101 Btuh Volume(ft3) 19767 19767 Air changesthour 0.34 0.18 Equipment total load 28917 Btuh Equiv. AVF(cfm) ill 60 Req.total capacity at 0.87 SHR 2.4 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX503OB1 Cond 4TWX503OB1 AHRI ref 5021598 Coil *AM7A0B30H2l AHRI ref 5021598 Efficiency 9.2 HSPF Efficiency 13.0 EER, 15.3 SEER Heating input Sensible cooling 22820 Btuh Heating output 30000 Btuh @ 47'F Latent cooling 9780 Btuh Temperature rise 26 OF Total cooling 32600 Btuh Actual air flow 1053 cfm Actual air flow 1053 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-1 4 23 14 31 wrightsoft' Right-SuiteO Universal 2012 12.1.03 RSU17457 Page 2 ACC-li" ...ial Manual J�EAC,Mcquin Residence,587 Beach Ave,At Bch.rup Cale=MJ8 Front Door faces: Page 2 Job: Project Summary Date: 719/13 Zone 3 By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates DrW,Jacksonville,FL 32223 Phone 904-268-3670 Fax 904-268-3670 Email -as Eax�Lqtnaii-om.i Project Information For: Moquin Residence 587 Beach Ave, Atlantic Beach, FL Notes: Front of house faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 94 OF Inside db 74 OF Inside db 74 OF Design TD 42 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27631 Btuh Structure 41453 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 27631 Btuh Use manufacturer's data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 41204 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3416 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1993 1993 Equipment latent load 3416 Btuh Volume(ft3) 35251 35251 Air changes/hour 0.20 0.11 Equipment total load 44620 Btuh Equiv. AVF(cfm) 118 63 Req.total capacity at 0.87 SHR 3.9 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX5049El Cond 4TWX5049E1 AHRI ref 4385471 Coil *AM7AOC48H41 AHRI ref 4385471 Efficiency 9 HSPF Efficiency 12.5 EER, 15.5 SEER Heating input Sensible cooling 34062 Btuh Heating output 47500 Btuh @ 47*F Latent cooling 14598 Btuh Temperature rise 26 OF Total cooling 48660 Btuh Actual air flow 1633 cfm Actual air flow 1633 cfm Air flow factor 0.059 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.92 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-1 4 23:14 31 wrightsoft Right-SuiteG Universal 2012 12.1�03 RSU1 7457 Page 3 ...jal Manual AEAC,Mocluin Residence,587 Beach Ave,Atl Bch.rup Calc=MJ8 Front Doorfaces: Page 3 Project Summary Job: Date: 7/9/13 Zone 4 By: M.Ellis Energy Design Systems, Inc. 12132 Weatherwood Estates DrW,Jacksonville,FIL 32223 Phow 904-268-3670 Fax 904-268-3670 Ernail—.is Project Information For: Moquin Residence 587 Beach Ave, Atlantic Beach, FL Notes: Front of house faces West. Design Information Weather: Jacksonville Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 32 OF Outside db 94 OF Inside db 74 OF Inside db 74 OF Design TD 42 OF Design TD 20 OF Daily range M Relative humidity 50 % Moisture difference 52 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 17177 Btuh Structure 26687 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17177 Btuh Use manufacturers data n Rate/swing multiplier 0.99 Infiltration Equipment sensible load 26527 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 1947 Btuh Ducts 0 Btuh Heating Cooling Central vent(0 cfm) 0 Btuh Area(ft2) 1341 1341 Equipment latent load 1947 Btuh Volume (ft ) 16170 16170 Air changesthour 0.30 0.16 Equipment total load 28473 Btuh Equiv. AVF(cfm) 82 44 Req.total capacity at 0.87 SHR 25 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade XL151 WEATHERTRON Trade XL151 WEATHERTRON Model 4TWX503OB1 Cond 4TWX503OB1 AHRI ref 5021598 Coil *AM7AOB3OH21 AHRI ref 5021598 Efficiency 9.2 HSPF Eff iciency 13.0 EER, 15.3 SEER Heating input Sensible cooling 22820 Btuh Heating output 30000 Btuh @ 47'F Latent cooling 9780 Btuh Temperature rise 26 OF Total cooling 32600 Btuh Actual air flow 1053 cfm Actual air flow 1053 cfm Air flow factor 0.061 cfm/Btuh Air flow factor 0.039 cfm/Btuh Static pressure 0 in H20 Static pressure 0 in H20 Space thermostat Load sensible heat ratio 0.93 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2013-Jul-14 23:14 31 wrightsoft Right-Suite4D Universal 2012 12.1.03 RSUI 7457 Page 4 ial Manual AEAC,Moquin Residence,587 Beach Ave,Ad Bch.rup Calc=MJ8 Front Doorfaces: Page 4 FILE C 0 P *0100N ailp A Florida Department of Governor 41 Environmental Protection Herschel T. Vinyard,Jr. Bob Martinez Center Secretary FLOR A 2600 Blair Stone Road Tallahassee,Florida 32399-2400 (Mail Station 3522) September 6,2013 Kirk R- and Anne Marie Moquin c/o James Blythe Content Design Group 100 North Laura Street, Suite 800 Jacksonville,Florida 32202 Dear Mr. Blythe: Acceptance of Foundation Location Certification Permit Number: DU-442 Permittee Name: Kirk R. and Anne Marie Moquin Project Address: 587 Beach Avenue, Atlantic Beach Project Location: Between approximately 288 feet and 388 feet south of the Department of Environmental Protections reference monument R-50,in Duval County You are hereby notified that the foundation location certification for the referenced project was received on September 3, 2013, and reviewed by the staff. The location of the foundation of the dwelling seaward of the coastal construction control line, as certified, complies with the requirements of the permit. (The pool location seaward of the control line complies as well, although was not required.) You may proceed with construction as authorized. All terms and conditions of the permit including the periodic reporting requirement, remain in effect. Please continue to submit the required progress reports from this point forward. If you have any questions,please contact me at the letterhead address(add Mail Station 300),by telephone at 850/921-7849, or by e-mail to valerie.ionesAdep.state.fl.us. Sincerely, Valerie Jones,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management Vi/ cc: Kirk R- and Anne Marie Moquin, Property Owners Trey Hatch,Field hispector wwwdep.stateftus 4 FILE COPY FLORIDA DEPARTMENT OF LE, 4 N1 ENVIRONMENTAL PROTECTION Division of Water Resource Managenicrit 3900 Corrunonwealth Blvd.,Mail Station 300 TallahassM Florida 32399-3000 Telephone(850)488-7708 -NOTICE TO PROCEED Permittee Name: Permit Number: DU-442 Kirk R. and Anne Marie Moqum 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 62B-33, Florida Administrative Code, any preconstruction requirements, and all permit conditions. Project Description: Construction of a thre.—, story, single-family dwelling, landward garage, swimming pool/spa,other structurcs/activitics,excavation,and fill placement. 'i' 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 conf:rence is required. The permittee sliall comply with all permit conditions. Questi I s r,� ding this notice should be directed to the undersigned at the above address. - 11 d /n 3r -,V.uestl ' s r`� a] e Jones,Permit Manager d ing P�mi Date N7 /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 2,106) V Kirk R,and Anne Mane Moquin January 29. 2013 Page Two. Pctition for Administrative HearirL, A Person whose substantial interests are affected by the DepartmentTs idministr ' action may Petition for an ative Proceeding(hearing)under sections 120.569 and 120.57. Florida Statutes- Pursuant to nile 28- 106101, Florida Administrative Code. a petition for an admillistrative hearing Must contain the foil wing information: 0 (a) The name and address Of each agency affected and each agency's file or identi fication number. if known-, N The name, address. and telephone number ofthe Petitioner; the name. addrm. and telephone. number of the petitionei's representative, if any, "hich shall be the address for service purposes dunng tile course of the proceeding; and an explanation of how tile Petitioner's substanlial interests are or wl"Il be affected by the agenev dectermination-, M A statement of when and how,the pctitioner received notice Ofthe agency decision: (d) A statement ofall disputed isstles of Injjerial act. indicate; If there are none, the petition must so M A concise statement of the ultimate facts alleged.including the specific facts that the Petitioner contencts warrant revelsal or modification Of the ageucy's proposed action; (1) A statement of the specific rules or statutes that the Petitioner contends require reversal or modification of(he agency's Proposed action, including an explanation ofhow the alleged Facts relate 1 th specific rules or statutes,and o e (9) A statertient of the relief sought by the Petitioner.stating precisely the action that tile Petitioner Wishes the agency to take with respect to the agCnLY'S proposed action. The petition must be tiled (received by the Clerk) in the office ()f Gellerd, Counsel ofthe Departinent at 3900 Commonwealth Boulevard. Mail Station 35, Tallahassee, Florida 32399-3000. Also, a cop), ol'thc petition shall be Inailed to(he applicant at the address indicated above at the(imc of,filing. Time Period for Filing a Petitio In accordance with rule 62-110-106(3). Florida Adtninistralj%,e Code, petitions lbr an administrative hearing by the applicant must be filed within 2 1 days of receipt of1his wrift n notice. Petition other than the applicant, and other than those entitled to written c s tiled by any persons notice under section 120-60(3). Florida Statutes, must be filed within 21 days or Publication of the notice or within 21 days of receipt ofthe written notice, whichever occurs first. Under section 120.60(3), Florida Statutes,however.-any person who has asked the Department for notice Of dgCncV action may file a Petition within 21 days of-receipt of'such notice. regardless of the date Of'Publicadon' 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 PartV to it. Any subsequent intervention (in a proceeding initiated by another party) will be arily at the discretion ofthe presiding officer upon [lie filing of a motion in compliance with rule 28-106.20'5. Florida Administrative Code- S TA TF OF Ft ORADA OEPARTMENT OF ENVIRONMENTAL PROTECTIOA, Divi$ibn Of Water Resource Managemen, 3900 Commol?wealth ofvd. _itfail Station 300 r Oltll�A� Tallahassee,Florida 32399-3000 (850)488-7708 PERMITNUMBER: DU-442 PERMYFTEE Kirk R. and AnnelMarie Moquin C"o James Blythe Content Design Group 100 Not-th Laura Street, Suite goo Jacksonville. Florida 32202 PERMITFOR CONSTRUC71-ION OR OTHER ACTIVITIES PURSUANT TO SECTION 161,053 3, FLORIDA STATUTES FINDINGS OF FACT: An application fbr authorization to conduct the activities seaward oFthe coastal construction control line that are indicated in the project descriptilon, was filed by the applicatitlpermillee named herein on September 5. 2012, and as determined to be complete pursuant to rule on November 2,2011. The proposed project is 1w,be located landward of the 30- year erosion projection. There is to uniform and continuous line ofconstruction established bv 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 pernift 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 beack,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 andior I's appropriately designed in accordance with Section 62B-33-005. Florida Administrative C'odc� and that it is an activity or t)-pe of'construction which the designee of'the Department has authority to appruvc or d'env pursuant to Delegation ofAuthority, 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 pro-ject description, the approved Plans (if any) and the General Pennit Conditions which are attached and are bv this reference incorporated herein, and ariv 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 m'onurnent R-50, in Duval County. Project address: 587 Beach Avenue.Atlantic Beach. PERM=EE: Kirk R.and Anne Marie Moquin PERMIT NUMBER: DU-44-1 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 rect (NAVD) for the pool;a maximurn of approximately 11.6 feet below existing iT ade- 4. Volume of fill to be placed: Approximately 921 cubic yards. Volume ol'impt.)r-tLd fill: Approximately 780 cubic yards. See Special Permit Condition 5. 5. Location of fill to be placed: From 0 Ilect to approximately 175 feet seaward of the control line. Other Struct ureg!A cti vi ties I. Demolition and removal of the existing dwelling, concrete driveway, brick walkWays. concrete slabs, planter. landward retaining wall, and landward one-story ftanic buildin'g. See Special Permit Condition 3. I A 4-inch thick, frangible concrete and paver pool deck attached to [he periphery ofthe 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 16'1.5 feet seaward ofthe control line. 3. A 6-foot high masonry privacy wall with a landward - te is to be located along the north, a i 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 I ine. A 4-foot high metal or wood fence is proposed for the shore-parallel,seaward side oCthe property. 4. Landward sand-set paver driveway and parking area. Drainage improvements and two landward swzles. PERNIrri,EE: Kirk R.and Anne Marie.NIoquin PERMIT NUMBER, DU-44---) 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 3 1). All lighting shall be Shielded, installed and maintained as depicted in the approved lighting schematic and cut sheets. No additional permane'n't exterior structural. suimming pool or landscape lighting is authorized. Pool light illumination shall be provided by arnber or red LED lamps not to exceed ',"- foot candle per square foot o 'p o surface area. 0 1 APPI-Oved plans are incorporated into this permit by reference. Done and ordered this z_"—dav of 1013, 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. Fritz Weltstein, Environmental Consultant 6LI)uty�CIcrk ------- Date Coastal Construction Control Line Program .4 Division of Water Resource Management FOUNDATION LOCATION CERTIFICATION Division of Water Resource Wnagement tOSIA Florida DePar"ent of Enwonmental Protection r 3900 Commnwealth Boulevard Mail to- M211 Station 300 Permit Number: DU442 Tailahassee.Ftorida 32399-3000 Mrk R. and Permittee Name: Anne Mari�,�toguin— This is to certif�that all aspects of die 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 seawardinost piling has been placed as measured perpendicular to the coastal construction control line: feet Note: Any deviations front 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 d or Pnnu��d Nanie.1'Applicant Signa 7r–e—.1-S-11,J)7-1� Date –�,,ped or Plri,.,,d Na of Su�rey.r —S,—ate--of Florida�Reggistrauo.NuiiilJ�er (Seal) DEP Form 13-114B(UpdaW 9!0-1) Florida Departrivni of Envm1rMn-,a1 promd,,-)foz-fo- DMA*r Of'AAMW kesou,ce Maragemen BUr*aU Of BeaCheS ano Ccastal !90:)C--W?Weaftrl BOLievare,Ma,'Suvtor 30c Tallalass-,z1orloa 321-99.3" &FLOR A (850)4BB-7708 General Permit Conditions Rule 62B-33.0155,Florida Administrative Code The following general permit conditions shall apply.unless waived by the Department or modified by the permit: z) The permittee shalt carry out the construction or activity for which the permit was granted in accordance with the plans and spe--ifications that were approved by the Department as part of the permit-Deviations therefrom,without written approval from tile Department,shall be grounds for suspension of the work and revocatior 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 shall be conducted.No modifications to project size, location,o. sxuctural design are authorized without prior written approval from the Department-A copy of the notice to proceed shall be conspicuously displayed at the prcject site.Approved plans shall be made available 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 permitiee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by tire permit for the purpose of ascer taining compliance with the terms of the permit and with the rules of the -)epartment until all construction or activities authorized or required in the permit have been completed and all project perforrinarice reports,certifications,or other documents are received by the Department and detenrined to be consistent with the permit and appToved plans. d'i The permitt--c shall hold and save the State of Florida,the Department,and its officers and employe"- harmless from any dairrage. no matter hovi cicoasioned and no matter what the amount,to Persons ar prop"that inight result from the construction or activity authorized under the permit and from any and all claims andjud.-ments rrsulting from such damage. C) The permittee shall allow the Department to use all record-;,notes.monitoring data,and other information relating to P, 'ir or any activity under the Permit,which are submitted,for any purpose necessary except where such use is atherwise s '�i' forbidden by law. f) ConsTsuction traffic shall not occur and building:materials shall no-,be stored on vegetated areas seaward ofthe control line Unless spezifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures,such as temporary fiencing,designated access roads,adjustment of construction sequence.or other requirements,shall be provided by the permittee at the direction of the Department.Temporary construction fcncing shall not be sited within marme turtle nesting habirats- gj The perminee shall not disturb existing beach and dune iopDgrapky and vegetation except as expressly authorized in the permi-. Before the prcject is considered coinplete,any disturbed topography or vegetation shall be reslured as prescribed in the pe-mi!with suitable fill material or revegetated with appropriate beach and dun,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 fte:!of coarse vavel or cobbles. 0 If surphis sand fill results from any approved excavation seaward of the control iine,such maicial shal)he distributed scaward of the control Ime on the site,as direde4d by the Department,unless othcrwise specifically authorized by the permit. j) Any native salmolcrant vegetation destroyed during coustruction shall be replac'ed with plants of th� same SpeCiCS 07, bv authorization of the Department, with other native salt-toleraiit vegeiation suitabl;: for beach and dune stabilization. I-nics's otherwise specifically authorized by the Depai-Lment,all plants insWled in beach and coastal areas—whether to rep'ace vegetation displaced: daink-ged,or destroyed during construction or otherwise—shall k of species indigenous to Florida beache�and dunes, such as sea oats,sea grape,saw palmetto.panic grass,salimeadow hay cordgrass.seashore saligrass,and railroad vine,and grown from stock indi2MOUS to the region in which the proiect is located. k) All topogi aphic restoration and rcvcgetaiion work is subject to approval b) the Department, and tire status of restoration shall be report--d as part of the final certification of the actual work-performed. 1) If not specifically authorized elsewhere in the permit, no operation, transportation, or stora.-e of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during�he marine tunic nesting season. The marine turtle ncstine season is May I through October 31 in all c�ounties except Brevard,-Indian River,St. Lucie,Martin,Palm Beach, and Browarof counties where leaLherback turtle nesting occurs during the period of March I through October 3 1. m) If not specifically authorized elsewhere in the permit,no temporary lighting of the construction area is authoriz--d at any time durine the marine turtle nesting season and no additional permanent exterior lighting is authCri7.Cd. Geicm Feanit Conditions Ocne 13.2004) Rif IF -MV, > A F t ----------------- 77- -- -------------------------- 7 9 m C) li LA M Moquin Residence 507 Beach Avenue E Nhzxi��I-S 10 N DESiGN � ENGINLE.-,INC "E�EK I ,yg�; �.�71 0 on �j4 'A 'e /4; OVFRFLOW EL"EV. 13.15 w -01>z P < V 'NO� Voo VF 0 9Z'RRZ 3.tO.t, \A, I 16- 10 17 > 4) 0 5n m t2 o Z J? 0 . < mx� -01 < %D 'x"-X z x 0 V > se UV08 Tj I ml (I 0 z 0 9 (n 0 Ln 1.0 1�7 6i 7U 565 OV�MOZ z Cp 0 '71;)d . ..... m CD If 0 z Co f-5 4� Iri WOOO STEPS M Z 0 0 tri -rl tyl Jul F: X tv 0 0 z 0 z '0C 00 Co KLd3O) M ------------------ Qt 13)—j—i 0 MIA'— 3Nn 1OMNOO NOIS083 g M - 0 En Ct < Moquin Residence IF S87 Beach Avenue C U:3 . &J I N -"'L,�I S I a N I DESIGN ENGINIFFRING T W H MATCHLINE#1 51 S-E BO ;:Z- -a A. I j t t '101 S 9,_ Im y i l_I I'LL' '1141 i 1[tmt I' Li I T: ti t— OP > r I lit 4 Hl ITI TT11 ri ;I > 4H,]I P,TIT �i; Co 4 .......... IF IH Co p _tl� Ii M -1 11 4 i hihi Ott I t HII j H i 1 11 ITj i=- it! 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CD CD (IQ CD uq 0 PL C4 CD 0 CD CD cn c", CD 0 Jr, CD CD VIC CD CD CD o CD im. 8 rD 8 CD 0 CITY OF ATLANTIC BEACH Building Department 800 Seminole Road Atlantic Beach,Florida 32233 (904)247-5800 PLAN REVIEW COMMENTS Permit Application # 1.7— 25-00 — I Property Address: . 5-(?7 13e,?ckAva, Applicant: Project: Ive k-�' se-- This permit application has been: Approved Reviewed and the following items need attention: 11-0 0,-ks Please re-submit your application when these items have been completed. Reviewed By: Date: City of Atlantic Beach APPLICATION NUMBER the BuLVWgPeparftMM-) Building Department (ro be assigned 800 Seminole Road Atlantic Beach, Florida 3223a45W -W26 . Fax(904)247-,%,45 Phone MAI)247 routed: 7 IZ3 [Date ;6 E-mail: building-dept@coab.uS City web-site: hffp:/Mww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Addres;s: 'tA _AV44':�_ ent review required Yes No Bull;llngg__�) Applicant: Planning &Zoning Tree Administrator Public Works Project: Public UU10jes Public Safety -Fire Services .Review fee Dept. Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By -7� Florida Dept of Environmental Protection forida 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. ElDenied. Irs F Corn (Circle one.) F ments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: [JApproved as revised. nDenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by- Date: FIRE SERVICES Third Review: FlApproved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14109 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 13-00003500 Date 10/17/13 Property Address . . . . . . 587 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 2750000 ---------------------------------------------------------------------------- Application desc HOUSE PLANS ---------------------------------------------------------------------------- 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-S400 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AO ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . TRI COUNTY ELECTRICAL Permit Fee . . . . 165 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/15/14 ---------------------------------------------------------------------------- Special Notes and Comments ALSO SEE PERMIT 13 3130 FOUNDATION/SLAB PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- -W-r SF THE FLORIOA748 PERMIT 19tA R0VLAf-fWLV IN ACCORDANCE WITH AtL'CITI-% GF BUILDING CODES. 4, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003500 Date 10/17/13 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE ELEC DBPR SURCHARGE 2 .48 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 165 . 00 165 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 96 4 . 96 . 00 . 00 Grand Total 169 . 96 169 . 96 . 00 . 00 PERMIT IS APPROVED ONLI' IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 1 Ph(904) 247-5826 Fax(904)247-5845 PERMIT JOB ADDRESS: SEA INFORMATION REQUIRED ON ALL PERMITS VOLTS PHASE VALUE OF WORK S L 6 NE� Underground Underground up Pole 'W SERVI E],Ovcrhead #of Meters esidential(Main)Service o 151-200amPs amps Do-100 amps 0101-150amps DCT Service_amps E.,,Commercial Nain)Service 0 151-200amPs 0 o-100 amps o 101-1 50amps Size conductor Type omulti-Famil3(( ain)Service 0 151-200amps 4 of Unit Meters 0-100 amps Cilol-150amps ElTemporary Pole F.--------4mPs 0 CT Service a"nPs SERVICE UPGRADE 0-amps NEW FEEDER(ADDI-TIONS,ACCESSORY STRUCTURES'ETC') OCTService-amPs F 150amps 0200amPs 1',-------aMPS �j 100 amps 0 -oUTS,ACCESSORY STRUCTURES,ETC. ADDITIONS,REMODELS,REPAIRS,BUILD 31-100amps .101-200amps outlets/Switches: -0-30amps -31-100amps --101-200amps Appliances: -0-30amps --61-I 00amps A/C Circuits: -0-60amps w Heat Circuits: circuits CCE=X Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS s_Qty oTransformers KVA oMotors hp Swimming Pool ,3 Sign 0 Smoke Detector FIRE ALARM SYSTEM (Requires 3 sets of plans&Fire Alarm Checklist) VAL UE OF WORK S------ Qty_volts/amps REPAIRS"SCELLANEOUS :j Safety Inspection clPanel Change OOH to UG oReplace Burnt/Damaged Meter Can 0 Other: or abandoned for six months, I hereby certity that I have ithin a six month p 0 or work is suspended , a this work will be complied with whether Tm" rk does not commence w d ordinances governin n or the performance of Permit becomes void if�;o ct. All provisions of laws an read this application and know the same to be true and corre . . s of any other state or local law regulation constructio specified or not- ne permit does not give authority to violate the provision I construction. I . 1 /1 phone Number Owner-,Name k'ry-4-twe ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 Ph (904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: r7 6eark a V.0- - PERMIT# JEA INFORMATION REQUIRED ON ALL PERMITS tl PHASE 00 AMPS VOLTS VALUEOFWORK$ aiOW-elD djER C -Overhead Underground EDUnderground up Pole e dential (Main) Service 00-100 amps 0 10 1-15 Oamps 11 151-200amps amps 9 of Meters 0 Commercial(Main) Service ps 0________,amps OCT Service amps E10-100 amps 0 101-1 50amps 11 151-200am Conductor Type Size OMulti-Family(Main) Service 00-100 amps 0 10 1-15 Oamps 0 151-200amps amps # of Unit Meters 0 Temporary Pole F __amps SERVICE UPGRADE O—amps 0 CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 0100amps 0150amps 0200amps F—amps OCT Service—amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: —0-30amps _31-100amps _101-200amps Appliances: 0-30amps _31-100amps _101-200amps A/C Circuits: 0-60amps _61-100amps Heat Circuits: # circuits Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS Transfonners_KVA OMotors—hp OSwimmingPool OSign 0 Smoke Detectors_Qty 0 FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) VALUE OF WORK$_ Qty_volts/amps REPAIRSIMISCELLANEOUS pection OPanel Change OOH to UG OReplace Burnt/Damaged Meter Can OSafety his 00ther: LOIRk Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name A, Phone Number e'� A Electrical Company Office Phonec::;Iwo---5�661� —FaxJ6a G State zip 5� Co. Address: I I L3 2 C ity Licease Holder (Print): tate rti tion/Registration Not olde Ay U, Notary public-state ot Florida efore me th day of 20—a c MY COMM.Expires jul 6.29* and subscribed b )MMission#EE 202003 C( OF re of Notar �4' Bonded Through National Wafy$ y Public, ym�0044 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 ell Application Number . . . . . 13-00003500 Date 10/21/13 Property Address . . . . . . 587 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 27SO000 ---------------------------------------------------------------------------- Application desc HOUSE PLANS -------------------------------------------- Owner Contractor ------------------------ AURORA CUSTOM HOMES KIRK & ANNE MARIE MOQUIN P.O. BOX 329 2375 PONTE VEDRA BLVD S FL 32004 PONTE VEDRA BEACH FL 32082 PONTE VEDRA BEACH (904) 246-5400 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B Occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AO ------ --------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc - - Sub Contractor . . AMERICAN PLUMBING CONTRACTORS Permit Fee . . . . 286 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 4/19/14 ----------------------- ---------------------------------------------------- Special Notes and Comments ALSO SEE PERMIT 13 3130 FOUNDATION/SLAB PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible. REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- PERMIT JqtA�"VFj98N,-LY IN ACCORDANCE WITH A-LL-CITjSXAZ�,AkWP9ER;%AM�&k'W§ THE FLORI gX 29 BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003500 Date 10/21/13 ------------------------------------------------------------- -------- ----- Other Fees . . . . . . . . . STATE PLBG DBPR SURCHARGE 4 . 29----- ----------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 286 . 00 286 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 8 . S8 8 . 58 . 00 . 00 Grand Total 294 . 58 294 . 58 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. PLUMBING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904) 247-5826 Fax (904) 247-5845 JOB ADDRESS: geo(An A\jr- PERMIT# 1�—DD003_:��t)p NEW OR REPLACEMENT INSTALLATION: Project Value $ .70'jayO- TYPE OF FixTuRE QTY TYPE OF FixTupE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan 3 Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs '3 Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System RE-PIPE: TYPE OF FixTupE QTY TYPE OF FixTupE QTY Bathtub Septic Tank&Pit Clothes Washer Shower Dishwasher Shower Pan Drinking Fountain Slop Sink Floor Drain Three Compartment Sink Floor Sink Toilet Hose Bibs Urinal Kitchen Sink Vacuum Breakers Laundry Tray Water Connected Appliances Lavatory Water Heater Other Fixtures Water Treating System MISCELLANEOUS: 11 Sewer Replacement 11 Back Flow Preventer El Grease Interceptor (Trap) gallons(Requires 3 sets of plans) Fi Lawn Sprinkler System-Number of Heads E Well **SJRWD Well Completion Form. Completei-f—orm to be submitted to t7he—Building Department for final inspection." Ei Other Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months.I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners Name K,J\,(_ CIAA A,,,\Vl PNQie Ar\UAi A Phone Number 1�6 -7qS-169 ) Fax�,,J# 7D-111f , 6 Office Phone K041 Plumbing Company_&y\ec\c_ct/\ CoA,S�_ 'i 'i Co. Address: 512-0 NAvNX4A 1,3-,X- city 'o, State zip 3Z Z W License Holder(Print): -IZaiy\j AA - eCertification/Registration4 Ulb5(041% Notarize Sijwaluw icense o KIM LASSI 'bdd-before t da of 20A_3 -S Notary Public My Comm.Ex s Ap W Commissio E I e of Notary Public Bonded Through National Notary Assn. % LIES Project No.:0910.1300190-0000 UNIVERSAL LIES Report No.: LIES Lab No.: 2473 ENGINEERING SCIENCES Date Typed: 09/18/2013 Consultants in:Geotechnical Engineering 9 Environmental Sciences Project Set No.: Construction Materials Testing*Threshold inspection*Private Provider Inspection COMPRESSION TEST SPECIMEN DATA REPORT Client: Aurora Homes PO Box 329 Ponte Vedra Beach, FL 32004 Project: 587 Beach Avenue Project Required Strength: 5,000 psi at 28 days Delivered Strength: 5,000 psi at 28 day Ticket information Sample Data Quantity General Contractor: Brevard Grouting Set Number: .1 of I Truck Load: 9 Cy Supplier: Cemex Date Sampled: 08/12/2013 Cumulative: 9 Cy Product Code- 1028490 Sampled By: C. Hernandez Ordered: 9 Cy Truck Number: 10025323 Sampled From: Cernex Specimen Type: Ticket Number: 32728931 Time Sampled: 2:30 PM C 4"x 8"Concrete Cyliinder Load Time: 12:04 PM Water Added at Site: 20 gallons ----7 Weather: Clear Initial Plastic Properties Plastic --7 Plastic Properties _ELQperfies Ambient Temperature: 91*F (if requested) (if requested after water added) (middle third) Temperature: 94*F Temperature: oF Temperature: -F Slump: in Slump: in Slump: in ir FA % F Air Content: % Air Content: Air Content: % W/C Ratio: W/C Ratio: W/C Ratio: Placement Location: House Pile #125 Diameter of Specimen Cross Section Maximum Compressive yTested TDa;te Age Fracture (in) Area Load Strength Average By Tested; (Days) Typ, cl, (in ) (lb) (psi) (psi) / - 4.02 12.69 44,050 3,470 - J13 08/21/2013 4.01 4.01 12.63 60,100 4,760 JDT 09/og/Z013 zo J 4,390 4,580 JDT 09/0)/2013 28 6 4.00 4.01 12.63 55,410 5,400 JD 10/07/2013 56 5 4.00 4.02 12.63 68,180 Remarks: LIN XurZ27 0449A.- EN I EtRING SCIENCES, INC. iziti Rb. 549 Sampled to ASTM C-172 Yes Certifica*of Author Yes Temperature Performed to ASTM C-1064 slump Performed to ASTM C-143 Yes TIVI C-173 or C-231 N/A Air Content Performed to AS 1%. Specimen Molded to ASTM C-31 Yes No.of Specimens Cast 5 t�ices manager S ef ORIDA Initially Cured to ASTM C-31 Yes Cured&Tested in Lab to ASTM C-31 and C-39 Yes Professional Enaineer No. 65027 This Form Conforms with ASTMI C-39 Date: 10113 11� 4 Hargrove Grade,Suite A * Palm Coast, FL 32137 (386)986-2122 (386)986-2095 * www.universalengineering.com UES Project No.:0910.1300190-0000 UNIVERSAL UES Report No.: ENGINEERING SCIENCES LIES Lab No.: 2486 Date Typed: 09/18/2013 Consultants in:Geotechnical Engineering- Environmental Sciences Project Set No.: Construction Materials Testing-Threshold inspection - Private Provider Inspection COMPRESSION TEST SPECIMEN DATA REPORT Client: Aurora Homes PO Box 329 Ponte Vedra Beach, I'L 32004 Project: 587 Beach Avenue Project Required Strength: 5,000 psi at 28 days Delivered Strength: 5,000 psi at 28 day Ticket Information --sample Data Quantity Q a General Contractor: Brevard Grouting Set Number: 1 of .1 TrucTkLoad: 9 cy Cumulative: 9 cy Supplier: Cernex Date Sampled: 08/13/2013 _'y Product Code: 1028490 Sampled By: C. Hernandez Ordered: 9 Cy Truck Number: 100297 Sampled From: Cemex Specimen Type: Ticket Number: 32730820 Time Sampled: 12:49 PM 4" x 8"Concrete Cylinder Load Time: 11:30 AM Water Added at Site: 0 gallons J1 plastic Properties Weather: Clear Initial Plastic Properties Plastic Properties (middle third) Ambient Temperature: 92-F (if requested) (if requested after water added) 'F Temperature: _'F Temperature: 93'F FTemperature: Slum in Slump: -in Slump: in Slump: Air Content: % Air Content: % Air Content* 0/0 W/C Ratio: W/C Ratio: LLK�/LCRa t i o Placement Location: House Pile.#132 to 123 Diameter of Specimen Cross Section Maximum Compressive Tested Date Age Fracture (in) Area; Load Strength Average (i;n') (lb) (psi) (psi) T s Type cl, c12 By Tested (Days) _ 1 9 0 4.03 12.69 50,610 3,990 ,n 300 FC 08/?7/20;13 - 12.63 54,310 4,300 JB 09/10/2013 28 -1.01 4.01 - 4.00 4.02 12.63 54,870 4,340 jB 09/10/2013 28 6 4.01 12.63 71,150 5,630 j _T_ D 0/08/2013 56 5 4.01 Remarks: �0 MCL W�IIV R i4EERIF�G SCIENCES, INC. ,fertifi6te o Authorizaln ho. 546� Sampled to ASTM C-172 Yes 4 651 Temperature Performed to ASTM C-1064 Yes Yes slump Performed to ASTM C-143 Air Content Performed to ASTM C-173 or C-231 N/A JAa McLet(PFEDF % L9 0ger spp-cimen Molded to ASTM C-31 Yes r7lo PIP % No.of Specimens Cast 5 W. Initially Cured to ASTM C-31 Yes SIA Proresssq�SL Loft)n ;#Mo. 65027 Cured&Tested in Lab to ASTM C-31 and C-39 Yes 11" ,If# This Form Conforms with ASTM C-39 Date: �TRYAN .- 4 Hargrove Grade,Suite A e Palm Coast, FL32137 (386)986-2122 9 (386)986-2095 * www.universalengineering.com U.S.DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 FEDERAL EMERGENCY MANAGEMENT AGENCY t [Expiration Date:July 31, 2015 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name KIRK R&ANNE MARIA MOQUIN Policy Number: A2. Building Street A dress(including Apt., Suite, aid/or Bl Jg. No.)or P.O.Route and Box 40. Company NAIC Numberi 587 BEACH AVENU -DETACHED GARAGE F� ZIP Code 32233 City ATLANTIC BE State FIL A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) LOTS 5&6, BLOCK 20,ATLANTIC BEACH SUBDIVISION"A"; PB 5, PG 69; RE#170157 0000 A4. Building Use(e.g.,Residential, N on-Residential,Addition,Accessory,etc.) RF(;IDFN-riAl A(-(-KZQCZr)9 ARAGE A5. Latitude/Longitude: Lat.30' 19'51.3"N Long. 81*23'45.7" Horizontal Datum: E NAD 1927 NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 5 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 0 sq ft a) Square footage of attached garage 0 sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s)within 1.0 foot above adjacent grade 0 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b Q sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? 1:1 Yes M No d) Engineered flood openings? Yes 0 No SECTION B-FLOOD INSURANCE RATE MAP(FIRM) INFORMATION Bl. NFIP Community Name&Community Number B2.County Name FL CITY OF ATLANTIC BEACH 120075 DUVAL B4.Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9 Base Flood Elevation(s)(Zone 6/3/2013 Effective/Revised Date Zone(s) AO,use base flood depth) 12031CO409 H 6/3/2013 X N/A B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9. El FIS Profile Z FIRM 0 Community Determined Other/Source:- Bl 1. Indicate elevation datum used for BFE in Item 139: El NGVD 1929 NAVID 1988 El Other/Source: Bl 2. Is the building located in a Coastal Barrier Resources System CBRS)area or Otherwise Protected Area(OPA)?. Yes 21 No Designation Date: E CBRS El OPA SECTION C-BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: El Construction Drawings* 0 Building Under Construction* Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations-Zones Al-A30,AE,AH,A(with BFE),VE,Vl-V30,V(with BFE),AR,ARIA,AR/AE,AR/Al-A30,AR/AH,AR/AO.Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: 14.04(COMMENT) Vertical Datum: NAVID 1988 NAVD 1988 El Other/Source: ] B�3, State [�lT N F unit N7e ommunty FL y FL C YO IP COTNT�C BE CH&l 20075 F AT Indicate elevation datum used for the elevations in items a)through h)below. El NGVD 1929 FZ Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a)Top of bottom floor(including basement,crawlspace,or enclosure floor) 17.9 feet meters b)Top of the next higher floor N/A. feet meters c) Bottom of the lowest horizontal structural member(V Zones only) N/A.- El feet meters d)Attached garage(top of slab) NIA. El feet El meters e) Lowest elevation of machinery or equipment servicing the building N/A. feet 11 meters (Describe type of equipment and location in Comments) 1 feet El meters 0 Lowest adjacent(finished)grade next to building(LAG) 4_2COMMENT g) Highest adjacent(finished)grade next to building (HAG) 15.00OMMENT feet meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A._ feet El meters SECTION D-SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer, or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine orimprisonment under 18 U.S. Code, Section 1001. 0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a El Check her:e'if atta hments. licensed land surveyor? El Yes 0 No 0 W B" License Number LS 3295 m 5C Certifier's Name D d BOATWRIGHT, P.S.M. i,T P SI Company Name BOATWRIGHT LAND SURVEYORS, INC. tle PRESI I NT ss IP Code 32250 Address 15 ROB R S 0VE City JACKSONVILLE BEACH State FL Z ,g Signature Date 12/4/2013 Telephone 904-241-8550 \J FEMA Form 086-0-33 (7/12) See reverse side for continuation. ReDlaces all previous editions. ELEVATION CERTIFICATE, page 3Building Photographs See Instructions for Item A6. FOR INSURANCE COMPANY USE IMPORTANT: In these spaces, copy the corresponding information from Section A cy Building Street Address(including Apt.,Unit,Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number 587BEACHAVENUE — DETACHED GARAGE Comp I u City ATLANTIC BEACH State FL ZIP Code 32233 Company NAIC Number: If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for r Vie%W'- and, if required, "Right Side View" and "Left Side View." Item A6. Identify all photographs with date taken-, "Front View" and "Rea I hen applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Continuation Page. rection A8. If submitting more photographs than will fit on this page, use the FRONT VIEW ADDITIONAL FRONT VIEW 'I%& 'as New!,& Replaces all previous editions. FEMA Form 086-0-33(7/12) ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: 587 BEACH AVENUE City ATLANTIC BEACH State FIL ZIP Code 32233 Company NAIC Number: SECTION D–SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for(1)community official,(2)insurance agent/company,and(3)building owner. Comments A5-INFORMATION OBTAINED FROM ITOUCHMAP.COM CORNER OF 587 BEACH AVE. C�eBIEEN %MARK-MAG NAIL&DISK IN WOOD POWER POLE ON NAN PROPERTY _ �?i'l M NT PADS NOT POURED. 2f&g- A E ON ELEVATIONS BEFORE FILL ADDED. Signature Date 12/4/2013 ZONE A(WITHOUT BFE) SECTION E–BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND For Zones AO and A(without BFE),complete Items E1–E5. If the Certificate is intended to support a LOMA or LOMR-F request,complete Sections A, B, and C. For Items El–E4, use natural grade, if available.Check the measurement used. In Puerto Rico only,enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG)and the lowest adjacent grade(LAG). a)Top of bottom floor(including basement, crawlspace, or enclosure)is feet 0 meters El above or El below the HAG. b)Top of bottom floor(including basement, crawlspace,or enclosure)is El feet 11 meters El above orE] below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 8-9 of Instructions),the next higher floor (elevation C2.b in the diagrams)of the building is _. El feet EJ meters D above or 0 below the HAG. E3. Attached garage(top of slab)is __ 1:1 feet El meters EJ above or El below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is —.— 0 feet El meters D above or D below the HAG. E5. Zone AO only: If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? D Yes El No El Unknown. The local official must certify this information in Section G. SECTION F–PROPERTY OWNER(OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B,and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments El Check here if attachments. SECTION G–COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8–G10. in Puerto Rico only,enter meters. G1.El The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor,engineer,or architect who is authorized by law to certify elevation information. (indicate the source and date of the elevation data in the Comments area below.) G2.El A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE)or Zone AO. G3.El The following information(items G4–G1 0)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued LJ Substantial Improvement G7. This permit has been issued for: New Construction El feet El meters Datum G8. Elevation of as-built lowest floor(including basement)of the building: El feet El meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: El feet EJ meters Datum G10. Community's design flood elevation: Local Official's Name Title Community Name Telephone Signature Date Comments El Check here if attachments. Pank:ir�c �A -Ai+; PPKAA Frkrm nFtR_n_,�.,A (7/19) CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 lye' -5814 INSPECTION PHONE LINE 247 Application Number . . . . . 13-00003500 Date 8/12/14 Property Address . . . . . . S87 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 2750000 ---------------------------------------------------------------------------- Application desc HOUSE PLANS ---------------------------------------------------------------------------- Owner Contractor ------------------------ AURORA CUSTOM HOMES KIRK & ANNE MARIE MOQUIN P.O. BOX 329 2375 PONTE VEDRA BLVD S FL 32004 PONTE VEDRA BEACH FL 32082 PONTE VEDRA BEACH (904) 246-5400 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AO ------ -- ---------------------------------------------------------- -------- Permit . . . . . . MECHANICAL GAS PIPE PERMIT Additional desc - - TIONAL CORP. Sub Contractor . . AEI INTERNA Plan Check Fee . 00 Permit Fee . . . . 89 . 00 Valuation . . . . 0 Issue Date . . . . Expiration Date . - 2/08/15 ----------------------- ---------------------------------------------------- Special Notes and Comments ALSO SEE PERMIT 13 3130 FOUNDATION/SLAB PERMIT 2010 FLORIDA BUILDING CODE, 2008 NATIONAl ELECTRIC CODE A sewer cleanout must be installed at the property line. Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS ---------------------------------------------------------------------------- "VATRAW iNEkqf�OR%WA(;WCA THE FLORI;A 0 0 PERMIT Rt4ff0V1F9(6§LY IN ACCORDANCE WITH ALL-CITY-C BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003500 Date 8/12/14 ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE MECH DBPR SURCHARGE 2 . 00 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 89 . 00 89 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 93 . 00 93 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECHANICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Ph(904)247-5826 Fax(904) 247-5845 .)B ADDRESS: PERmrr# PROJECT VALUTE $ 1.EW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM .','PLACEMENT AIR CONDITIONING & HEATING SYSTEM INSTALLATION E kir Conditioning: Unit Quantity Tons Per Unit ARI#kE-1�—[JIRE,D Heat: Unit Quantity BTU's Per Unit Seer Rating— Duct Systems: Total CFM REQUIRED RE PREVENTION Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire. Standpipe Quantity (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quantity (Requires 3 sets of plans) Fire Suppression Systems Quantity (Requires 3 sets of plans) MISCELLANEOUS: �'RE PLACES Automobile Lifts Prefabricated Fireplace Qty— Boilers BTU's Gas Piping Outlets Elevators/Escalators ,11L OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps 4 Vented Wall Furnaces 40 ket*-L- Refrigerator Condenser BTU's 0 Water Heaters Solar Collection Systems Tanks (gallons) Wells wrtkA- tj 11"� I rRER: ko I hereby certify that I have rea�, ri-nit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months w overning this work will be complied with whether specified application and know the same to be true and correct. All provisions of la s and ordinances g an rL o er state or local law regulation construction or the perform ce of const �cti n -a- The permit does not give authority to violate the provisions of any oth �!..-)perty Owners Name Phone Number Office Phone 1-9`4-_qr I Fax -*cchanical Company . Corp AM bal City jQC�-S0n%jMr -StateF1 Zip 3-17-01, . :�. Address: -7-1-oQ 111�9rl stration # 919 1 -7 --case Holder(Print): — tl�en \t-) State Certification[Regi ofLicense Holder arized Signature 0 .#0 P0, Notary Public State of Rorwa Sworn and subscribed before me is day of !411<t. stephanie Renee McGuiie Signature of Notary Publi�� My Commi sion FF 033716 NOF Expires 08SZ/2017 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 -5814 INSPECTION PHONE LINE 247 Application Number . . . . . 13-00003500 Date 8/20/14 Property Address . . . . . . 587 BEACH AVE Application type description SINGLE FAMILY RESIDENCE Property Zoning . . . . . . . RES SF DISTRICT Application valuation . . . . 2750000------------------------------ --- ----------------------------------------- Application desc HOUSE PLANS -------------- -------------------------------------------------------------- Owner Contractor-------------- ---------- ------------------------ AURORA CUSTOM HOMES KIRK & ANNE MARIE MOQUIN P.O. BOX 329 2375 PONTE VEDRA BLVD S PONTE VEDRA BEACH FL 32004 PONTE VEDRA BEACH FL 32082 (904) 246-5400 --- Structure Information 000 000 NEW HOME Construction Type . . . . . TYPE 5-B occupancy Type . . . . . . RESIDENTIAL Flood Zone . . . . . . . . ZONE AO -------------- -- ---------------------------------------------------------- Permit MECHANICAL HVAC PERMIT Additional desc - - TAL A/C SERVICES, INC Sub Contractor . . ENVIRONMEN Plan Check Fee . 00 Permit Fee . . . . 235 . 00 Valuation . . . . 0 Issue Date . . . . Expiration Date . - 2/16/15 ------------------------------- -------------------------------------------- Special Notes and Comments ALSO SEE PERMIT 13 3130 FOUNDATION/SLAB PERMIT 08 NATIONAl ELECTRIC CODE 2010 FLORIDA BUILDING CODE, 20 A sewer cleanout must be installed at the property line . Cleanout must be covered with an RT1 concrete box with metal lid. Cleanout to be set to grade and visible . REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED *SUBMIT "CERTIFICATE OF COMPLIANCE" BY A LICENSED PEST CONTROL COMPANY PRIOR TO C.O. WINDOW AND DOOR INSPECTION: *INSTALLATION INSTUCTIONS REQUIRED *ALL STICKERS ARE TO REMAIN ON THE WINDOWS *PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS------------------- -------------------------- - ------- -- ------- --------- 86 PERMIT(jktAWjT0-jN%*LY W ACCORDANCE WITH ALL- THE FLORI%A BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 13-00003500 -------Date---8/20/14 ---------------------------- ------------------------ ---- 4 . 86 Other Fees . . . . . . . . . STATE MECH DBPR SURCHARGE -------------- ---------------------------- -------------------------------- Fee summary Charged Paid Credited ----Due--- ----------------- ---- ----- -------- - ---------- . 00 Permit Fee Total 23S . 00 235 - 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 9 . 72 9 . 72 . 00 . 00 Other Fee Total 244 . 72 244 . 72 . 00 . 00 Grand Total PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. MECV � NICAL PERMIT APPLICATION C iTY OF ATLANTIC BEACH 800 Seminole Rd Atlantic Beach, FL 32233 Id'; 12-3s-06 Ph(904) 247-5826 Fax (904) 247-5 15 PERMIT# JOB ADDRESS: PROJECT "LUE $ ARI# REQUIRED Air Handling Equipment Only J!LAir Handling Unit & Condenser Condenser Only NEW AIR CONDITIONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit t 0 'le.6 Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM REPLACEMENT AIR CONDI'l I ONING & HEATING SYSTEM INSTALLATION Air Conditioning: Unit Quantity Tons Per Unit — Heat: Unit Quantity BTU's Per Unit Seer Rating REQUIRED Duct Systems: Total CFM FIRE PREVENTION Quantity (Requires 3 sets of plans) Fire Sprinkler System Quantity (Requires 3 sets of plans) Fire Standpipe (Requires 3 sets of plans) Underground Fire Main Value (Requires 3 sets of plans) Fire Hose Cabinets Quantity (Requires 3 sets of plans) Commercial Hoods Quuntity (Requires 3 sets of plans) Fire Suppression Systems Qu"rtity FIRE PLACES MISCELLANEOUS: Prefabricated Fireplace Qty— Automobile Lifts BTU's Gas Piping Outlets Boilers Elevators/Escalators ALL OTHER GAS PIPING Heat Exchanger Quantity of Outlets Pumps BTU's #Vented Wall Furnaces Refrigerator Condenser #Water Heaters Solar Collection Systems Tanks (gallons) Wells OTHER: for six months.I hereby certify that I have read nce with,r,a six month period or work is suspended or abandoned Permit becomes void if work does not comme s governing this work will be complied with whether specified or this application and know the same to be true and correct. All provisions of lawsteand ordinance not. The permit does not give authority to violate the provisions of any other sta or local law regulation construction or the performance of construction. Phone Number Property Owners Name U- t1D �,e lee Phone ��P�ax Mechanical Company 0/avL Or -t(Lv—�e City State-a zip Co. Address: t VV C14� �7c�� egistration# License Holder (Print): A t A-Y-A S e�Certi�lfilcation/R Notarized Signature of License Holder Befo?,-, tile this day of 20 Signature of Notary Public p p.)k V� ')�;E k z Z_ m 3: 0 0 -0 -M4 Amz 0 A 0 > E.. z gt>x >ZKO- -- A 2 q�g 6 �n A, _Mz =Kms 9z"'X Z-HI xxxo, a Ko >z�>z OF=- n;9m"lz 9�1066 -9 �f5 2�2 �"-Z > z ."z -pM z *Mc Z-80z FCZ 0> z > 5 r ;X-5 >Lf a h- 0 -W> L� z=1 ._:j A ��EA -,ggg nz 2-0 V 8 2 �3 0 ZO�Zc z On-. zc >= E _zx AMY. '>5 2 �m z 4K-Itm '0 As- �Fri 2 > 2 9 9-.�! i�S�� PiH lz mz 10 z 1. z Z,- � OF— 01, .0 0 Oc9maw E, M�n !q>X_ �Z>xx am 8 > 0 ��O z mp9A > .-.C. G >mz z z A V!R a '�R * 0 00 -r-AT X0 c 2z oz. 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I Report No. ACE-2014-102 1 8/12/14 1 Page I of 6 Product Manufacturer Product Name, Model, Series and/or Description UNILUX AG Fineline Curtain Wall Industrigebiet,54528 Salmtal Site Specific Project Address: Site Address: Contractor: Moquin Residence Jeff Tyrrell 587 Beach Avenue Coastal Sash&Door Atlantic Beach, Florida 32233 3653 Regent Blvd,Suite 205,Jacksonville, FL 32224 904-333-0530,904-641-0346 office,904-641-0347 fax Code: Current Edition of the Florida Building Code Compliance Method: 61G20-3.005(1)(a)—Certification Mark or Listing 61G20-3.005(1)(e) — Rational Analysis of alternate anchoring using "project specific approval by the local authorities having jurisdiction in accordance with alternate methods and materials authorized in the Code" as allowed under 61G20-3.005(l)(e). Product Testing, MateriaLs and Certification: • National Certified Testing Laboratories Test Report No.NCTL-210-3942-01 and associated laboratory drawings. • Certification by Keystone Certification Inc. • Laminated Glazing Interlayers 0 DuPont SentryGlas Interlayer: NOA No. 11-0624.02 • Materials • Window Frame Material: specific gravity of 0.50. • Aluminum cladding and other components(6063-T5). Product Installation Instructions: 0 Drawing No. NL_027,dated 8/3/14,signed and sealed by the undersigned. Engineering Analysis: The following engineering and/or rational analysis/calculations have been performed. • Anchorage has been verified by calculation prepared by the undersigned in accordance with the current edition of the Florida Building Code. • Alternate site specific anchorage based on Appendix A has been verified by calculation prepared by the undersigned in accordance with the current edition of the Florida Building Code. • Window Glazing verified using ASTM E1300-04el. Performance Testing: • TAS 201-94 • TAS 202-94 • TAS 203-94, Large Missile Impact Robert J. Arnoruso, P.E., 12472 Lake Underhill Rd., Orlando, FL 32828 robert.amoruso@comcast.net I FBPE FL P.E. No. 49752 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. ACE-2014-102 1 8/12/14 1 Page 2 of 6 Limitations Et Conditions of Use: • This product has been evaluated for use inside the HVHZ(High Velocity Hurricane Zone)and is Impact Resistance. • Refer to Product Installation Instructions noted above for: • Maximum allowable wind loads at related maximum allowable size(s). • Overall dimensions and material/grade of main product components,accessories,etc. • Illustrated diagrams of the attachment of the product to the structure. • Anchor type(s),size(s),substrate(s), embedment, edge distance,and spacing/locations. • Site wind pressures shall be determined by a licensed professional engineer in accordance with the current edition of the Florida Building Code and/or ASCE 7-10 for components and cladding based on allowable stress design. • Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a licensed professional engineer or registered architect as required by the authority having jurisdiction. • Adequacy of the existing structural substrates as a main wind force resisting system capable of withstanding and transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or registered architect acting as the design professional of record for the project of installation. References: • Drawing No. NL_0027, Rev.0,electronically sealed on 8/12/14 by Robert J.Amoruso, P.E. • Product Evaluation Report No.ACE-2014-100, electronically sealed on 8/12/14 by Robert J.Amoruso, P.E. Certificate of Independence per Product Approval Rule 61G20-3.009 Digitally signed by '01 JF'MES'q Robert J.Amoruso, PTC Product Design Group, LLC and Robert J.Amoruso, P.E. 00, P.E. does not have,nor will acquire,any financial interest in the N 49752 DN:cn=Robert J. Amoruso,P.E.,o,ou, company manufacturing or distributing product(s)covered by this Product Evaluation Report. PTC Product Design S! E OF email=robert.amor Group, LLC and Robert J.Amoruso,P.E. do not have, nor 0 41 uso@att.net,c=US will acquire any financial interest in any other entity Date:2014.08.12 involved in the approval process or testing of the 17:51:11 -04'00' product(s)covered by this Product Evaluation Report. Robert J. Amoruso, P.E. FL P.E. License No. 49752 Robert J. Arnoruso, P.E., 12472 Lake Underhill Rd., Ortando, FIL 32828 robert.amoruso@comcast.net I FBPE FL P.E. No. 49752 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. ACE-2014-102 1 8/12/14 1 Page 3 of 6 APPENDIX A: Site Specific Alternate Anchorage Analysis On the following pages,the site specific anchorage for the head and sill of the UNILUX Fineline Curtain Wall is evaluated. The site specific deviations are addressed below. SILL DETAIL(Page 5): • ITW Advanced Threadform Large Diameter Tapcon anchors where reviewed and found to be acceptable based on ACI 318-08 and ICC-ES ESR-2202 anchor allowable calculated as follows. 0 5/16"TW Advanced Threadform Large Diameter Tapcon Anchor with 1-3/4" Minimum Embedment, Minimum Edge Distance of 1-1/4"and Minimum Spacing of 5",the allowable shear load is 242 lbs. in 2500 psi concrete as compared to an allowable shear load of the approved product anchorage of 232 lbs. in fc' =2500 psi minimum concrete. 0 Based on sill detail, a total anchor length of 2.75"+1.75"�4.5"or greater is required. 0 References • ICC-ES ESR-2202 http://www.itwredhead.com/r)dfs/Red Head approvals/ESR-2202 Oct2013.pd • ACI 318-08 • Elco Ultracon 5/16"Concrete Screws were reviewed and found to be acceptable based on the following. • Based on the Cut Sheet Allowable: At 1-3/4"embedment,the allowable shear loading is 718 lbs.as compared to an allowable shear loading of the approved product anchorage of 232 lbs. in fc'=2500 psi minimum concrete. • See link below for Elco Cut Sheet. • Vultimate=3404 lbs.in 3513 psi concrete. Reduce for 2500 psi as Square Root (2500/3513)x 3404/4=718 lbs. • Based on the Miami Dade NOA No. 11-0406.01 • At 1-3/4" Minimum Embedment, Minimum Edge Distance of 1-1/4"and Minimum Spacing of 5",the allowable shear load is 330 lbs. in 3515 psi concrete. 0 See link below for MD NOA. • Vallow reduced for 2500 psi concrete is Square Root(2500/3513)x 330=278 lbs.as compared to an allowable shear loading of the approved product anchorage of 232 lbs. in fc'=2500 psi minimum concrete. • Based on sill detail, a total anchor length of 2.75"+1.75"=4.5"or greater is required. • References • Elco Cut Sheet http://www.elcoconstruction.com/content/download/785/`3765/version/4/file/Ultraco n 5 16 brochure.pd • MD NOA No. 11-0406.01 http://www.miamidade.gov/building/library/productcontrol/noa/11040601.pdf Installation shall be per the Through-Frame Installation Method shown on Sheet 3 of Drawing No. NL_0027,Rev.0,electronically sealed on 8/12/14 using the two approved anchors above at the minimum embedment, minimum spacing and minimum edge distances shown above.Required spacing of 5/16"anchors are per Sheet 3 of Drawing No. NL_0027, Rev.0. Robert J. Arnoruso, P.E., 12472 Lake Underhill. Rd., Orlando, FL 32828 robe rt.arnoruso@comc ast.net I FBPE FL P.E. No. 49752 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. ACE-2014-102 1 8/12/14 1 Page 4 of 6 APPENDIX A: Site Specific Alternate Anchorage Analysis HEAD DETAIL(Page 6): The site specific Head installation detail shown on page 6 reverses the location of the installation clip from the front of the curtain wall to the rear as shown below. This change does not result in any deviations in loading of the clip,thus the approved product details remain applicable with the installation clip moved to the location shown below and on page 6. Anchor size,minimum embedment, minimum spacing and minimum edge distances shown for the Clip Installation Method on Sheet 2 of Drawing No.NL_0027, Rev.0,electronically sealed on 8/12/14 remain applicable to this installation. Required clip locations are per Sheet 2 of Drawing No. NL_0027, Rev.0 with one clip on either side of intermediate vertical mullions for a total of two clips;and one clip at the vertical frame component at the frame ends(see below) 5il6*Mlr,I,EDGE -CLIPTOWOOD I— DISTANCE SUBSTRATE SCREWS Reversed Installation Clip 1-318"MINIMUM EMBEDMENT ..-INSTALLATION CLIP #10 X I V2* SIKA ---------------- WOOD SCREW MEMBRANE SB(as reqtAr9d) _j 114'MAX. -_SHIM(oplonal) CLIP TO FRAME *In X 1 117 PROFILE SCREWS WOOD SCREW BASE PROFILE TO FRAME PRO-ILE SCREWS T_ P—d Clip Quantities Illustration Curtain wall end vertical frame KWWAX J UNI HEK� requires one clip. Curtain wall intermediate �Fnd Ve""Fran*I InW."A* bkow- vertical mullion requires two I-or*tV reWred clips, one on either side of mullion. SiTYP� W-: W�' LNTEpm'AM Robert J. Amoruso, P.E., 12472 Lake Underhill Rd., Orlando, I'L 32828 robert.amoruso@comcast.net I FBPE FL P.E. No. 49752 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. ACE-2014-102 8/12/14 Page 5 of 6 APPENDIX A: Site Specific Alternate Anchorage Analysis LU I-- Uj Ui C) Of (D U>---) :D 0 ow of U-- 0 R: ;� 0 LU Li- = U.j=F- 't :::i 0 C/) 0(1) LL- 0 0 <00 0 0 -j Q-X -J F- 0 <a- LL U) Cx� 0(-) U) x Q- LLJ 9:2 U-) C) F- Cr-LL Fr < 2 LL-1 7x�- U) ------------ ---lv� QQ C) ------------j J dW- n- LLI LLJ U(D U) Z U) ca) LA >n- Cli Q LIJ Z 0 C) -J LU 0(G z z C, z C5 L<Lj In- O;s 0 U) Z LL LLJ C0 0 LU LL <UJ C < 0 0 UJ U)==! 0 U)0 Ljj V)[L- 0c) 0 >-LL- -:�: >-CO F- >-0 3:0 U)0 U)M Cf) C/)cc �r. LLJ ir- LIJ=>- LLJ CL X C? V� w a_ A 55-cc cn C'j N Robert J. Amoruso, P.E., 12472 Lake Underhill Rd., Orlando, FL 32828 robert.amoruso@comcast.net I FBPE FL P.E. No. 49752 Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. ACE-2014-102 1 8/12/14 1 Page 6 of 6 APPENDIX A: Site Specific Alternate Anchorage Analysis Uj Uj < Lj- Uj Co U- a< 0 0 0 z F- 'w ruj))L U) C3 m 0 LU Y) LU <U) il,0 'In-10Lr- -J Z Cn�-- *M Q�0 2 :D Uj a_ 0:3 (D m�-' g X w C> U) W CL Uj �--j z w ZD V)>- Uj LU a_ Cn X 0 UJ 0< z 2��L.L z 0 Cn a_> C)w 0 < U- C) :5 dr AN EC) ANAti I I C3 0 3: ;P1 0 < < Z:) n 0 0- LU >- i5- C) AMMON LU 0 LLJ Uj U- LL) 0 Uj F- LU W W C) >- Emu on6 CO U- LLJ -j Lfj!:� Z(-)0 ]H C�C=1) < 0 F- 24 orf Uj z CD>- Z Z LLJ C) LLJ U) 0 Lij P-:�i� .13(3) z < < L.LJ 0(.9 z LL Z LU Cl) C-) uj:z �i 0 Qf LLJ X Z C)LJJ 2-1 ME Z3 cj�w E5 m ZD LU 0 F-- (0 w -1 ir 0 7)=D 0 E Z) LL- (n LL- of U) 7)t-R:U) Robert J. Amoruso, P.E., 12472 Lake Underhill Rd., Ortando, FL 32828 robert.amoruso@comcast.net I FBPE FL P.E. 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NL 0027 cn 2 OF 14 EV DESCRIPT104 DATE BY -�j-i Z -n -n —0 > mz� ;M;m 0 0 0 r m —a a 0 0 Z.. m m m > 0 0 Z 0 > in rj)'mo 0 0 0 M 0 0 c a--1 0 0 K 0 0 co co rm 0 0 U)U) 0 z > CD ,n w--4-1 0 0 0 00��g 0 z m Z M M--j-4 En U) m mmmmo c --I m 0 m>z cl) Q) m -4 a 0 z c (a = ca c 0 Ima C) U) UD 0 00 MCA -1 U) .0 -4-4-v 0 c -1 -4 c! c ,,x M co m 0 0 M fn 21) --1 m -4 ca-4 m mmoo� X(33--j rmm z q >> z Z (n z > 0 0 X 0 0 m 0) 0 > > m -i (i) A 0 0 w ;D 0 m 0 0 w 0> m C > m� K 2 m ca cn z 00 c M M 0 > (n K m z m T =i >m cn zom T o amm CD b)0 cn Z>Z> m J� St m M -0 0 n > mmm 0 00 M z M :9 0 G) Z= ow- 0 Z 0 m U) z c 00 m ;a 0 m m CA m x c, 9 9 cn m U) zt m m 0 Z cn 0 Q c M :E z M :q 0 m m z > ;u cn (a U) c=4� 0� G) V K PD m sn I m 0 --1 z 8 z — - L , > I AN > T) w m 0 W m z 0 X v 0 z < z X m < 0 m =uT :1 ml M4 0 m z 0 rn m X- z (1)-n M 0 �x G) c:i8 0 > z ."r cq z 0 Tl 0 x G) 0 3: z Z-> M 0 M 02 z > jIn CID W2 a) z L- (n Fp 0 Z: m r, z m > V) UNILLIX AG 0 OAd �6o m -n 0 INDUSTRIGEBIET,54528 SALMTAL Z- m (D Z ON :0 m SERIES FINELINE CURTAIN WALL 3 Fl z M-11 z C-.;; M ELEVATION AND ANCHOR LAYOUT z @3 0> =1R. �0 K 0&03/14 2 _m, w 0 o M TS N.T.S.. NL 0027 Jy 3 OF 14 IEV DESCRJPTIONL__.L�� M M C', 0 5 Z Vto- z z '0;� so P Mo 0 �o z z cr m 0 Z� z 005 Z cn ;a 1 0) is x 0 x M?, M M M� mm r c� 0 0 o M M r- M 1 9 T z 0 27 rA 0 1 M >4. M F= C-1 z M to -4 rA 01 p c 0 z M C M p z 0? (o M z 17 - z 07 M MIN (a Z; m m M C) w M 0 M M M -r :E 2! m rn 0. r.0 om 'o, 2 20 C,x wm� z CD M ",� ). rj) z 0 M M g M A M o=I:E :E 'o 19 C6 C' mo M 8,- OZ Im, a M (n om wo mm 0 iq 2 M m M -4 M H 0 �2 >m M K M a r r.z T m 0 ME ril M 3 0 rn 0 00- z m 50 m 2! 8-- 0 z t z c c z 9 m M w Qq M 'o m > C) z M w 0 ol m M Z7 cn m 0 ca M M M A w C" m z 2 M x 0 (n 02 m 2 0 r m m M > z M 5 M 5> 10 TZ v ol I IV= - \ \ 0 o:i M M r M 0 2 r z M 0 1 c w m wo M rA Z Z M 0 M 0 r', M r"zm 0 i: (0*zt M r:E wmm un z M 0 c 0 C, 8 M" OFM M M z 80 0 M:: > Tr w i� wm w.2 M 0 0 M UNILUX AG 0 -n 0 INDUSTRIGEBIET,54528 SALINTAL :0:0 SERIES FINELINE CURTAIN WALL X c a) Z- 3 Zzo m m-1 VERTICAL INSTALLATION-WOOD FRAME 0 0. z DPAYM BY: > 3. -n JRM MON14 �01� �o 'o m N.T.S. NL 0027 0�, 0 OF 14 rEV, DESCRIP'nON DATE BY U)-i3 ch o— C X;� 03 m m m co m 15 -4 0 0 M m zo M -M cr. 0 ON zm ol' 0 z 0 z z m I m M m 8 X 8 to-N 0 x m M rl z t14 om F,]�j oar m z c: rA > m 0 2 z m 7- m (A m x 0 G) J i", o- G" m 7r m W_ m A T- c m Z. m 0 0 z o p oz >n m m m 2 x m m M� M,� :E m 8. 80 m M m ac m rA 0 m Mu O� (o (a m AX m m cn;u 0 -,m M� >6, M. Z c: 0 m o 0 m m (a r U) T 6; 2 m ol w 0� mm m m > > 2! z 0 m 1 4 4 4 m r mo Z w A m V) c --mm 0 m - MM fo M> c) 0-4 V C 81 0 All G) 0 z A :9 m 'v i c 10 2, r m Fn iR 0 & F m Q A m Fn 0 m 04 m m PC 0 0_q .11 TE , z co m co li ;o m 7 m UNILUXAG 0 INDUSTRIGEBIET,54528 SALIVITAL z m 0 0 SERIES FINELINE CURTAIN WALL rl z z 0, in Q -0 > VER TICAL INS I AL LA I ION-CONCRETE m z 0 3P- 7: 0- 1 F > P JRM 03114 0 0 T.S. LN..T.S.. NL 0027 �........... c: OD 5 '111Z�.... 0 5 OF 14 SCRIPTION IIATI W m r �0 w w M P M m m-0 0 0 0 A c m z wm 0 M q Z rA W�w m 00> (44 M M I W M ID Z j3 m 4- 0) m c 00> 0 0 M M I. > M M M :)m lo Mo 08 "1 8- -Z O� -3 x z! G) , a ,C 0 M 0 w w� m w pa m r!rA 0 0;� 9 9 W M, m M (n M o-, M, 0 V 0 m M 0 M, no M, M m :*i to M K m L�j m RI L— co 0 0 0 x M a 2 M 02 01 > M �P r. m M m (a w M> -H M z 14 w m 0 8 m mm (,A Cal cn m 0 3: M mw (1)M M > ry) m 00 >-m M C 0 m 0� z (A M fi) co M 0 0 0 m 0 0 wM P r Z(n po m o', 0 M "M Z ;D 0 o', c: ;o V z M M W L M L�j ci)m :6 M M m L— m- 0 m 2s Ln m M m 0 0,-'o X w :m* (A M 2w M I CA Im m 0 m G) c 0 r,r M ID MM 0- M4� M c: -2 F>.m m m r-! Cc 0 A!� .M ;o M M 0 2 �;-. w Z! 2 Im I w MORO M I m Or :0 C) 0 c �,w 0 11 0 C) 90 �Mom w-U 0 z X om, x zm, m 0 A c rr z m m 1 1>T'a Ox X ORA Rr LJ L-.� — M M 0 2 06 — —M� m UNILUX AG 0 0 INDUSTRIGESIET,54528 SALMTAL a m c SERIES FINELINE CURTAIN WALL 1.rn ;L Z Z I b 0 0 -.0 VERTICAL INSTALLATION-METAL STRUCTURE Z-G Z 0> 0$ JRM 08103114 m 0 �m .T.S. 0 �c N NL 0027 (n 16� 0 6OF 14 _tEV. DESCRIPBON DATE By m m > z z m 'o z > 0 )> z M, 00 0- 'o cz, z., z -mm ,n 1 V) w 2 z 8 x oo> m�m !t ' o x L m m co ;o m R 0 M >M c x rn ca K > 0 z z m w 0 fn 0 m m 0 ;o�; q n, P M.1>0 z > 0, m 0 T oc,A m- m :F M- Fn 0) >CD --I ri) 4 m m> CA > 1 8 0 m z 0 0 z x Go 0 0 w:* o:E 'n q z m 98 -1-.1 R x 0 00 22 1 -0 c o 2 m L m m 8 W o m m m m zt z 0 A r> o m 8 >, 'o ',o m ,;0 0, o m< 'o z Z =! =!0 0> >0 r - M,<0 m m 0 0 P oz 0 0 0 0 m�t z z m z m z .0 (n c > 00 A m > z 2 cn mo cz, I > 0 I > p a m > z 0;p- m z m U)z > 0 u);Q cn mm:� o 0 oyl :E 0,-, z z 4 0 2t 8. o4 m H M m 4'.., mz m m zt o ca It m z v V c, 0 z o (.,;D rn m 0 z > m 0 m z m m c. UNILUXAG 'o INDUSTRIGEBIET,54528 SALMTAL r,CD o Z SERIES FINELINE CURTAIN WALL 2 F, �4 z m p VERTICALIHORIZ.INSTALLATION-MASONRY/CONCRETEIWOQD AR �t I; s zi > Gl. m JRM 08103114 0 %o MM w S�E! N S. NL 0027 T. cio 0 7 OF 14 1 REM DESCRIPTION DATE I Byl coo 0) w z CA mUm m -90 z 0 Qn o't m m m z M z ;,."i x > J) P-I r m z Qn 0. 0 0 V z z (A:lt 02 .0 0;0 8 m�n K m m Go z c c m i z <c) 0 0 m Oct)t:o .z. m m > MM �0> z m z C) 8 m m Z5 0 z U);s I 0 > m rA ul rA x rn V V- > z rn I cn M�t lrmrl ti z p m t c m r. m m 0 G) m > Q, 0 m Z coo)w ml CA mgmx9m m m,C, 88 7 m x m m a 0 i�, t, Z m 0 r- �o m c m m x 0 oz ma cn CD (j) 0 C. M�,. M> :E OK 0 �22 w z '10 >K 5cm Z z z UNILUXAG 0 -n 0 INDUSTRIGEBIET,54528 SALIVITAL CD cz: m % '% 'u)o I !: 0 (D N . ,*--. SERIES FINELINE CURTAIN WALL zj :1 zo z MO W z -, ;! - rn--I HORIZONTAL INSTALLATION 0 opm-" -- - 3 ti 1 '.,0 g III-..c-- - o v- t� JRM 08103114 > rn 'o rn 0. NaT.S. NL 0027 (n ...... 0 8 OF 14 DATF I Al M Irl !M ell m c�-!! 0-4 Ln-21 z Z(A > -!Zn P� (O'L,mi;�- z t= !-rl tr Qr 2� 6 z UNILLIXAG 0 -n 0 03 INDUSTRIGEBIET,54528 SALMTAL m X - SERIES FINELINE CURTAIN WALL a Z 4"1 .2 in-1 o c)To, VERIIGAL GROSS SECTIONS 3P- z 0 > p JRM 08/03/14 9 SCALE: D—MN�. MO W MITI T.S. NL 0027 (P:) RE' S.El 00 0 1 9 OF 14 .REN DLSCHIPI ION D',TL B 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 : ZP. zz -------- M i m m z ---------- m 0 > N qNz z 2!z t- rA —z > > 0 m z m m ig La PC m m ;D p p co C k 07 m r- a co m m m m UNILUXAG ....t.�Qlk, -n 0 INDUSTRIGEBIET,54528 SALIVITAL g z SERIES FINELINE CURTAIN WALL .3 a Z 7-OM zc,: a O;U HORIZONTAL CROSS SECTION&GLAZING bD M 08/ :3 0. �WN BY: > K JRM 03114 0 0, w ;o rn -ri NL N.T.S. 0027 w CA r- En 0 10 Gf 14 By u V) 01 q 00 0 , 21 EA '2 0 N' lo 0 > x ol > -0 Fo= '1Z -u b, Z T F H C 0 1-0 LL c �!z z it 1, C) I �t 0 os� 'o C ol 00 1 \\ \\ zx Kc 0-0 1 2- c CB 0 1p I I 0 70 > C, ml z r7 0? p zo 0 N. o'o'o 'o > c K M Cc z c C-)0 c N) N Pi Ila fl) K) Ln -F, (A w 0 (D oo p� (A to 0 '1 0, 0 i:4 r-� (A (4 E� '4 -n -i -n > 0 M m m m In rn m m M M m q n �i t (p .0, p. > (� t > 0 0 L'B 0 > z z > C> 0 0 -V -0 C 0 -V 1 80 0 0 C, 2 0 0 0 0 Z 0 8888t:: ::: 6600 , 0000 smo 1000C2 ooi� o ;, 0 0 0 (A 2 w 0 (A C'o 2 CIA 2 c- 1 0 0 0 N 0 0 L4 ha 2 2 cl rn to > 00 -n w T Ln 0 0 0 0 ccox �� Zz > ;Oc) < r- A 0 7! > o z A z > I- o -q rn m rn Q in m m m m C M m K 0 F -n 0 0 0 m In X z rn z z -4 -4 X >< x 0 V) 0 0 0 ?ml W> 0 > F - 0 -4 w -4 T o 0 0 0 x 0 z 0 m 0 0 0 0 In m m m > 0 z z M 0 K z :m-' cn x !" 0 :,o I , m 0 0 o 3E 'u F z z Z r r 0 !'1 > (nML4 - MjlM > 0 0 z m m M m z m c, (A 0 0 0 0 -u 0 q 0 A , c I 1 0 0 0 0 0 0 > -4 -4 -4 - 0 0 0 1 C c 0 0 GD 0 0 0 0 1 � 5 Z5 ?d ?o , (P u 0 0 C 0 o 0 M zz z mmu) Wu) �1mmmm W > > > T> 2Q c: 0 0 < K K ;o m - z C 0 - r- cn �n �n m m LB . CD 0 m M o c z -u -01 ina) r z z z 0 6 Ln 0 c 0 K > (A 0 cn > 1, occcz C 00 0 L4 c 'n 0 0 jc: mmmc m I'll 0) c) -A 0 0 -J M � -q > L" Z- Z � oo (, C, 0 0 G) ;o 0 a 0 c c 0 c 0 0 0 0 X I c c o o 0 1 X 0 0 0 r- or ri rl CA m In --I _, M m m M M rn ('n ;o _0 -0 -v > C c: c: C c c c c c c c c c c c c c c c c c c c c c x x x x z z U>) >W W> oz x x x x x x x x x x x x x x x x x x x x x x x x x x rn m rn c: X m 7�Q z z z z z z z z 0 0 mo om Kv Z- Z K 9 K 9 9 9 9 K K K K K K K K K - - I- A - P I- I- p - � � 1- 1- � 0 0 c a c c c c a c UNILUXAG ....t..R INDUSTRIGEBIET,W28 SALIATAL S*1 0 OD -Z m z X SERIES FINELINE CURTAIN WALL B.O.M.&COMPONENTS M P.0 z 3 n 5> Ir w --- P DB—N BY;JRM _08103/14 co t-;K zz �0 5L'o w ;a M to 0 Nl- 0027 ... ........... N I—El: 11 0 OF 14 PF\,, DESCRIPTION DATE -0 0 0 0 0 1EF-1 0 0 0 0 00 > > b. D I Z) P Z z 0 0 0 0 0 0 0 0 0 0 0 00 ( 10 p 00 0 L 0. Lp C) 0 G c '2 > 0 A 9 M,m -t Z 2: 1� C.8 m FD 0 z (D 0 0, c > 0� C) 0 c: K: 0 z O'D bD 0� 0 c p P�� > ol Fl 0 ou L>, > L 7Z.. > c 0 ol KID M, �m > > A 'K T a C) 0, > p 0 T > c C) x V) C, 0 M I> UNILUX AG 0 INDUSTRIGEBIET,54528 SALMTAL 0 UP 0 SERIES FINELINE CURTAIN WALL COMPONENTS 3 w Z: 3 0.- - T Z" 0 r z 0> �.NBY; co JRM 0810114 0 �Ez —,m w 0 '0027 NoThS6. NL R"' SHE- m 12 OF 14 RL\[ DESCPJPTION DATE 0 co > a, CA N) - - - - - - - - - — - rQ (A c� N N) L� I 0 M L' M V 0 V Ln 0 L4 0 �O L4 U 1) N L� m 0 0 'o 0 V LP (A -4 :� M -A C3 m > 0, X cn 10 0 (n cn T T (n 0 m j o 'D L4 (j, W X 4 '0" -0, -" cp G, 0, > Q C4 0 L� ID 'j, '-J C> CD w OM m 0 L4 0 0 0 0 OD 0) OD r) OD N) M Ln L4 K w 0 , 1 m w , V) > > > > x > > c c n n , 0 , Xmz (n �u � (f, 0 --, > 00 0 m > ;:, �u z V) > z z < m m rri m tu M Jl� > m m 0 z Z 0 —4 c Z ;:0 —4 0 z 0 0 0 G-) -< :< , 0 z 0 —4 m m X 0 m w 0 ;u 0 0 M m m ;a > Z M x m M 0 X �Oxm ;u c) ;u > Ln V) ZOT> ;� -u c F4 K: = 0 > -u T m m :1 -0 0 0 0 0 > > z z ;u C-) m M 0 > > A > 0 z x z 0 --A Z: c c c c c c c c c c c c c c c c (7 x x x x ;;u ;o x x lu ;u Z K K K Z Z 0 0 0 0 0 0 0 0 0 F x x x x x x x x x x x x x x x x x 0 0 0 0 0 0 0 0 c �a m 0- 0- 57 t 0- UNILUXAG 0 INDUSTRIGEBIET,54528 SAILIVITAL b cz: :u m 0 i oz z 0 t mou SERIES FINELINE CURTAIN WALL 3 OR, TILT-N-TURM HARDWARE DETAILS 0. ;a z 3 - —.Nsy: 0> JRM 08103114 0 > m S—E; NqTmS� Nj- 0027 (n s- 0 13 OF 14 RE\ DESCRIPTION OATE N Ln 0 L- U (Y 0 0 �v 10 0 Ln Ln V L� 0 'o 0 0 0 0 Z: < Z: Z: z I x > 0 � � 2� > z > I m > m �u 0 m 0 r) �u Z: x > 0 M z C7 z Z 0 > > 0 u ;u < z I m Z z m Z Z m co < �o Z -10 m a: -U , 00 * � M , m MY ' , 00mmm > oo < �: " �� 5 :-40 1 m I m T z < m ,, I 0 0 0 m M , Immw� oz� 22110 M M 0 0 0 C) x > V) C) M z M Z 0 0 0 0 a 9 �ou 0 0 0 C, � � I I > C C C c- C C C C C C C 0 0 8 8 0, 0, 0 0 O� O 0 n x x x x x x x x x x x c: M tw cz:" UNILUX AG INDUSTRIGEBIET,54528 SALMTAL :0;o SERIES FINELINE CURTAIN WALL -Z: ro m o i 2 > m O.o;u JUMBO LINE DOOR HARDWARE DETAILS 3 , Ixt. c—V"BY: > iRM 09103/14 0 0, m N.T.S. NL 0027 A c: 0 4 OF 14 RL4 DESCRIP110N DAI L J, < z K T z 0 -Z2 iz; n T�1 50 Z03j 00 xQ:E -g.q4 iu 0 "m z A Ri z K:E Z %Z� 2> ?! cx� oo�pz.w'os; NZ'o A"z' z YXY-' 8�'a k o> Z zi� 'K� z*- 110 0�cmc' z ZEM >-�7,� 'o m� 6z' !2!q 0 �PK -Z 2, �! 1, c- ,> Z: 0;=- 1--oz _:�m c Z�o�az e� C _> Km_I' -;-Z z > >0 z 0 F, z 0- a �r >2 �'X>nz -CZAM on- EK �i X�!Z m MKX- 52 ggK j�j > 0 z K!� �cm >-co P-00 C) Z z 'z z , z-,> Z 6 1, �i - ��j > > > �n K> ,��F .'3 Z' >C,Z zz 6 m z' ol c 0 o z > 0 z > z CS Z' C, A m 50, 2-m- 'WK. , E,mo cz,'z S� > 0 o > F 1> z _0 0 z c c- 1. z on ml Ft*5; '� > K a-!5 q c' T Z�q ncmz xc 'z z Q> Z' > 1,- ,> C Z a > 0 P_ 02. -2 s n '9c > c 0 Z'OZ >z 0 z E; �'ZE 02� cx� >�E n E <'> o�' :E >2i Q > .0 > n 0 >C,n::; m 0 > M L� x> 0 z z z > 71 z n TZ 0 � E > z 0 O� >z > ps >-2 > Ms> 0 -,.!:> Z� ��Zoz :;Z, > A x--n> nc>.czl�� 1 K><5222r '�i-.� .. ;;�JD z 22 7 > o Z;o3i �� 2._� 1 >n A z m c z 6'zz�qka 1�-F >z z' z 'cic a _z n G)i; ul a n'�-a �m�3 1 �Z 2Z:E'.9Q_-z c-o- Q=�'_Z' >Glc8o >o -,.�:E o o' on, K z-, 2 T;m-.�E X��;�1,?_ 2 S o Z� Z3 U!z z 6-�m r z� . . . 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COMPONENTS m �Z' X .-q. it .0 O� DESCRIPTION Ulu J)WN BY, 7 A GRN : PREPARED BY: x CHK BY: BUILDIN&DROPS 127 W.FAIRBANKS AVE.,STE 0 438 HN WINTER PARK,FL 32789 ;Ile --4 SCALE: PH (407)644 6957 FX:(407)6"-23M (31 NTS