Loading...
659 Amberjack Ln RES19-0190 Windows RESIDENTIAL PERMIT PERMIT NUMBER SO RES19-0190 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 6/26/2019 9 ATLANTIC BEACH. I'L 32233 EXPIRES: 12/23/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 659 AMBERJACK LN RESIDENTIAL ALTERATION WINDOWS $4893.00 RESIDENTIAL TYPE OF REALESTATE BUILDING USE CONSTRUCTION: NUMBER: ZONING: GROUP: SUBDIVISION: 1711890000 ROYAL PALMS U NIT 01 COMPANY: ADDRESS: CITY: STATE: ZIP: Preservation Home 128 Seabury Cir Ponte Vedra Beach FL 32082 Specialists OWNER: ADDRESS: CITY: STATE: ZIP: POPE MILDRED M 659 AM BERJACK LN ATLANTIC BEACH FL 32233-4202 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITION Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 4SS-0000-322-1000 0 $75.00 BUILDING PL AN CHECK 455-0000-322-1001 0 $37.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $11�.5 _JO Issued Date: 6/26/2019 1 of 2 J City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 7,7 Atlantic Beach, Florida 32233-5445 C) Phone(904)247-5826 - Fax(904)247-5845 "ri E-mail: building-dept@coab.us Date routed: C_ Cityweb-site: http://www.coab.us I APPLICATION REVIEW AND TRACKING FORM Property Address: 6?S9 Department review required Y'MQ/_No ��Kilcling D _V_ Applicant: PFa—nrflng &Zoning Tree Administrator Project: Public Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [O/Approved. ElDenied. E]Not applicable (Circle one.) Comments: lv'oc BUILDING PLANNING &ZONING Reviewed by: Date: 6 TREE ADMIN. Second Review: FlApproved as revised. DDenied. F]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ElApproved as revised. ODenied. E]Not applicable Comments: Reviewed by: Date� Revised 05/19/2017 ,` 1� OFFICE COPY Building Permit Application Updated 1019118 City of Atlantic Beach Building Department "ALL INFORMATION HIGHLIGHTED IN GRAY 800 Seminole Road, Atlantic Beach, FL 32233 T!i 9 IS REQUIRED. Phone: (904) 247-5826 Email: -Building-Dept@coab.us R Job Address: (P59 AOrdo& Lanip Permit Number: _09DO Legal Descriptic-'3()-W-177.z7mllvjQ 1705; Valuation of Work(Replacement Cost)#44/q�-dD Heated/Cooled SF on-Heated/Cooled • ClassofWork: ONew OAddition CAlteration Oepair OMove ODemo OPool OWindow/Door • Use of existing/p ro posed structure(s): ElCommercial Joesidential • If an existing structure,is a fire sprinkler system installed?: OYes _Ao • Will tree(s)be removed in association with proposed pro*ect? E]Yes(must submit separate Tree Removal Permit) no cribe in detail the type of work to be performed: R+-Q- 3 L S VVI 2. Z N FA CIP KY M W 1L'4 110b0 L (Pacvri 0 *11- 7� R11 avoi4tid w&ndow vi'll 6z (ze rilLU7 W 0 0 J * T-I I f ff-P 36 ItI& r� -NNIIV6 Itoo" NO _qi7-r- Chans&= Florida Product Approval# E L - 11-72-0- `1 for multiple products use product approval form Property Owner Information Name Address.&)5q__ city State -T-L zip_5)Z5�' Phon; E-Mail' Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Companyb]:nM4 MCIIA Qualifying Agent Address WSASNm C-,ATW-* N)cw*h City.bckmlld K State $:I- Zip 3AX56 OfficePhone CI0L4-'955-6(p-19­ Job Site Contact Number 6J1;-%5&1-TS9'5 State Certification/Registration E-Mailr="pMnw;�ms-ce" Architect Name&Phone# I tq- I W Engineer's Name&Phone# (VI L) Workers Compensation InsurerU=1A QrItlartull" —ORExemptii ExpirationDate Cn _J Z Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or instal latiQ­d;rej < 0 commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulafl�g< 0Z E construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING SIG% W a W­ Z WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements t 0 L) C3 permit,there may be additional restrictions applicable to this property that may be found in the public records of this countyLlIn < there may be additional permits required from other governmental entities such as water management districts,state agerical cc !Z3 federal agencies. 0 0 0 U- OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with ad (2 L- Z applicable laws regulating construction and zoning. 0 2 UJ LL LL cc 2 0 W [a WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAP, >. CL CC M W Es a RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTem W C3 W Wit (n W TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE 5: JX UJI RECORDING YQUIR NOTICE OF COMMENCEMENT cc (!�,-gnatde ofbwHYr 0-r-Agent) (Signature of Contractor)/ Si ed and sworn to(or affirmed)before me this'dO dayof Signed sworn to(or affirmed)�efore me this day o 'LO 1 K by 1-0 J 01 ,b heol�o J_­ (ri g,n�t 4efNotary Public State of Flo� ON John C Meyers �J,Personally Known OR ersonally Known 0 My ComnAsion GG 335484 .�4_ 4; Expires 05116=3 .o"P14pdmced Identification ritificati n OPW J ]Produced Idei �,.n Type of Identification: L b/ 3,6 bCZ-��pe of identification: ............ COPY .............. 4_6 F'A 110 11 V e Sales.Person: Customer S Acknowledgement Quote Date pmi!o 5/14/2019 Date Ordered Dealer Name: 5/14/2019 088790 BARRIER WINDOW COMPANY - Bill To: Ship To: OFFICE COPY Phone: (800) 765-8469 Fax: 315-853-2431 'Order Notes: Delivery Notes: Quote Name: Project Name: POPE POPE659 AMBERJACK LN QUOTE# RUSH STATUS PO# 2193688 No Ordered Line Item# Qty Width x Height Ul Description 1 1 72.5"X 36.5" 110 3001-Preservation Reserve Double Hung/Double Hung 72.5 x 36.5 Sash Split=Even Operation/Venting=Double Hung Steel Reinforcement,Frame Option=Standard Block Frame Frame Color=White EnergyMax 7 Elite Stainless Steel,Double Strength, Tempered Bottom,Low Maintenance Glass Foam Wrap,Brickmould=No Brickmould,Frame Size 35 IrS 361M Vertical Factory 0.125"thick,36.5"length Line Item Notes: comment Room: DINING Page 1 Of 2 QUOTE# RUSH STATUS PO# 2193688 No Ordered Customer Notes: Total Unit Count 2 ATTENTION Please note that all weights provided are estimates and subject to change based on actual order shipment. For Informational Purposes:All windows are viewed from the outside looking in. OFFICLE COPY NOTICE:The rating information provided on this quote is based upon the NFRC ratings at the time of quote. Such ratings are subject to changes in the standard by the applicable regulatory agencies and will be finalized at the time of manufacturing. All ratings printed on the NFRC label will supersede the NFRC rating set forth in the quote. Any changes made to an order after submission may also result in changes to the NFRC rating. Customer shall be solely responsible for determining whether the product ordered meets their jurisdiction's requirements. In accordance with the state of California: AWARNING:Cancer and Reproductive Harm-www.p65Warnings.ca.gov This order is subject to AMI's Standard Terms and Conditions,which can be found here: http://www.associatedmaterials.comrTools.htmi I have reviewed this order and certify that it is correct. I understand that this order is noncancellable, nonreturnable,and nonrefundable. By Authorized Representative Page 2 Of 2 cc ASSCEIATED MATERIALS SEE CHART FOR FRAME WIDTH ............. 1 N C 0 R P 0 R A T E D 3773 STATE ROAD CUYAHOGA FALLS, OH 44223 6 z 1 00 > 0z o,- 0 0 ':z z M MODEL 300113BO113AO113ABI "ST X 11 '. Ev z4 Ci o 6- r EXTRUDED VINYL .1 co < E z 1� DOUBLE HUNG "Replacement" WINDOW 0 41 'WON-IMPAcr < X GENERAL NOTES X This product has been evaluated and is in compliance with the 6th Edition s 15 (2017)Florida Building Code(FBC)structural requirements excluding the 0 "High Velocity Hurricane Zone"(HVHZ). :0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. OVERALL MAX. MAX. NO. GLASS DESIGN PRESSURE(PSF) FRAME D.L.O. D1.0. 3. When used in areas requiring wind borne debris protection this product is DIMENSION (BOTTOM) LOCKS TYPE Crop) POSITIVE NEGATIVE Q required to be protected with an impact resistant covering that complies - 36.0"X 60.0" 29.12"X 25.63" 30.12"X 26.75" with FBC Sections 1609.1.2&R301.2.1.2. 2 GI +50.0 -60.0 36.0"X 72.U' 29.12"X 31.63" 30.12"X 32.75" 2 G,I 4. For 2x stud framing construction,anchoring of these units shall be the same W+4b.U45.0 as that shown for 2x buck masonry construction. 36.0"x 78.0" 29.12"X 34.63" 30.12"X 35.75" 2 GI +40.0 -40.0 5. Site conditions that deviate from the details of this drawing require further 44-0"x 75.0" 37.12"X 33.13" 38.12"X 3C25" 1 G1 +25.0 -25.0 engineering analysis by a licensed engineer or registered architect. 44.0"x 75.0" 37.12"X 33.13" 36.12"X 3415" 2 GI +30.0 -30.0 TABLE OF CONTENTS z SHEEN W-SCRIP170N 52.0"x 62.0" 45.12"X 26.63" D 46.12"X 27.75" 2 GI +30.0 -30.0 1 I Typical elevations,design pressures&general notes WE I I<,! 13 L 2 Honzontal cross sections 48.0"x 84.0" 41.12"X 37.63" 42.12"X 38.75" 2 Gi +25.0 -25.0 N.�TS!j 3 Vertical cross sections 4 Buck and frame anchoring ----- DWG.BY: JK (D 44.0"x 96.U' 37.12"X 43.63" 38.12"X 44.75" 2 G1 +25.0 -25-0 cw-eLFS i 5 of materials.components and glo7ing detail DRAWNG NO.: 52.0"x 96.0" 45.12"X 43.63" 46.12"X 44.75" 2 G I 1 +15.0 -15.0 FL-1 1720.9 0 SHEEt I OF ........... ............ B EMB. 0;m C 10 ........... 4 % I to 11 16 Gj INTERKA zd;d 0 N . F 0 in..z 2 8 oil� z a (Typ.) X.0 a -3 q.0 Q- m 0.Q. 3 2�/ c 0 m z N L 16 is 12 u D DURIOR E Lu rl-'\HORIZONTAL CROSS SECTION �3 Zc Suck Construcfion 0 3 M>- A NOM Shaet Mefd Scre�"W pwokwe a rnh ol 3= EMB. C C I INTER nx 4—is Of 0 12 1 INTERIOR EMB. K C IbMIOR OZ d u G 10 16 GI H NON 10 GI 1 10 5 .4 0 GI z 17 oz.-n -9"wppwApppp z W g,i2 z z IS 12 -W--11112113 G 16 EXTEWR 11 16 18 12 �KT 16 18 12 SCAM- N.T.S 10 E E EMRIOR SMIOR MO.ffr.. JK 6 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION / 4�HORIZONTAL CROSS SEC17ON LFS�i Shown Q DWt to Mosonry Opffon Shown w/lx uA>4=k Shown w/St.I.Std — DRAWM NO.: tto�V S Sjr F.L— Shown w/MED 11720— 4_r) E A B ...... It D -z k pf iQ C 8 z 0 z O'd M. CW Wn 3 00. m a:ILE C zo 0 v 7 C; En 12 18 z LB GI En 9 12 20 20 0 SMRIOR INTERIOR 12 15 W J�VEJMCAL CROSS SECTION 15 14 4 3 14 0 6 W 12 2 4 DMIOR INTERIOR 4f �5 t� GI GI GI 13 DGERIOR 12 8 12 IPMIOR 2 12 2 19 INTERIOR 18 2 a-TERIOgR 18 222iOR L 5 E B 7.. E �2 i�P E D CL 0,G�0- a DAM 11/12113 r4-'\VERTICAL CROSS SECTION VERTICAL CROSS SEC71ON �SCME. N.T.S. T r2 VER17CAL =15M A Buck Construction r3 :ROSS SECTION Mr.irf.. JK l',�Sohp ED.WB.ftAm Scish Rcis 3 Optional CWL BY. LFS Shown w/MED Bottom Sosh Radb DRAWIW NO, .9 FL—11720.9 0 A Ci z z 41 PYP.) 0 n z a N z U W chn D M z H I X BUCK TYP. G DIRECT TO FRAME F I X BUCK MASONRY TYP 2X BUCK TYP. zn K STEEL Z cc 2X BUCK FRAME TYP. 0 0 tl (3 MASONRY MASONRY MASONRY OPENING OPENIN OM*r TYP. >IYP ?!f 7, -77 INTERIOR INTERIOR EXT RIOR EXTERIOR TRACK TRACK TRACK G BUCK ANCHORING FRAMEANCHORING TRACK FRAME ANCHORIING (2X Buck) (I X BucK Direct to Masonry,Steel Stud) z 0 V) CONCRETE ANCHOR NOTES: a: C' 1. C ncrete anchor locations at the comers may be adjusted to maintain the min. -Odge distance to mortarjoints. I,-I�L" 2.Concrete anchor locations noted as"MAX.ON CENTER*must be adjusted to "I IL IDIMI I maintain the min.edge distance to mortarjoints,additional concrete anchors may be required to ensure the"MAX.ON CENTEW'diffnension are not exceeded. 3.Concrete anchor table: ANCHOR ANCHOR MIN- MIN.CLEARANCE MIN.CLEARANCE TO MASONRY TO ADJACENT EMBEDMENT TYPE SIZE EDGE ANCHOR ITW CATE.11112113 z 1/4' 1-1/4" 2" 4' TAPCON SCALE: N.T.S. ei 3 ELCO 4D 1/4- 4" DWG.Ely. JK CW.BY: L ULTRACON WOOD SCREW INSTALIA77ON NOTES: OMWNG NO, 1 Maintain a minimum 518"edge distance, I end distance,&I o.c.spacing of FL-17720.9 wood screws to prevent the splitting of wood. sHcu 4 OF 5 3.25" BILL OF MATERIALS M f DESCRIPPM MATMAL A I X BUCK(SG>=0.4 B 2X BUCK jSG;>=0.42) 0.06" -1-0.04- �8 2=:(03 WOOD C 1/4"MAX.SHIM SPACE 13 —D 1/4-X 2-3/4'PFH ELCO OR rrw CONCRETE SCREW XSTEEL z STEEL 15 MASONRY-3,000 PSI MIN.CONCREIE CONFORMING TO ACI 4.02" >'i E 301 OR HOLLOW BLOCK CONFORMING TO ASTIVI CONCRETE 3.95" C90 g;6 #10 X 2-1 IT PPH WOOD SCREW(I-3/Ir MIN.EMBEDMENT) SILL 10 Z F STEEL r,-)HEAD JAMB 114"x 2-3/,C'PFH ELCO OR ITW CONCRETE SCREW STEEL z* CONCRE R, TE r- 05 H 114"X 3-1/4"PFH ELCO OR ITW CONCREFE SCREW STEEL p 0 IL 'L D :.e JK #10 PFH SELF-DIELING SMS STEEL 2.04" 2.04" 0 9L L X L #10 MIN.EMBEDMENT) S 0.36" TEEL m AK. �1� 1 —X ,IttLb[UL)min.Thk.W' (ASTM A653 GRADE 33 Fy=33 Ksl Mn,Fu=45 0 Min) STEEL .065' 0 L�t 1 SGRUDED VINYL HEAD AND JAMB RIGID PVC 065. tj 0.05, 9 -j Q� A I 2 EXTRUDED VINYL SILL* 0.. RIGID PVC 6 3 EXTRUDED VINYL LOCK RAIL IT,P\', 210C 1.3" az RIGID PVC 4 EXTRUDED VINYL MEETING RAIL* 93 RIGID PVC CD 5 EXTRUDED VINYL SASH STILE(MED) TOP PUU kAIL BOTTOM UFT kAIL @)IS01TOM UFI RMAIL R; RIGID PVC MED 6 EXTRUDED VINYL LOCK RAIL(MED) 13 RIGID PVC 7 EXTRUDED VINYL HEAD INSERT RIGID PVC 1.35- 1.55, 1.55"- 9 �UDED VIWL TOP PULL RAIL EX I W 8 EXTRUDED VINYL BOTTOM LIFT RAIL RIGID PVC r r - Ij C.5 5; — RIGID PVC go 10 BALANCE OVER -f u co 0 0 11 EXTRUDED VINYL SASH STILE' RIGID PVC q� I -dLAZING BEAD' RIGID PVC 2 13 EXTRUDED VINYL B TTOM LIFT RAIL fMED) RIGID PVC S 14 REINFORCEMENT-MEIETING RAIL STEEL 11:X x t!" 15 REINFORCEMENT-LOCK RAIL STEEL (-,'�LLOCKRAIL LOCK RAIL 16 REINFORCEMENT-SM.STILE STEEL MED 'TEEL 17 REINFORCEMENT-MED.STILE L STEEL 18 1 WEATHERSTRIP(FIN PILE) 19 1 WEATHERSTRIP(VINYL BULB) VINYL STE L C,ci 20 1 CAM LOCK �Tppl . Ed 61 .065' THE APPROVED WHITE RIGID PVC E)(TERIOR E)"USIONS FOR WINDOWS ARE TO BE PRODUCED BY E)(TRUDERS -2 LICENSEES IN"AAMA CERTIRCATION PROGRAMS FOR ROD PVC EXTRUSIONS'. E ad 0.91" U�j SASH STILE I IT GLASS BITE GLAZING TAPE Bottom sash MED 13/16"THICK GLASS 1/8"ANNEALED GLASS 0.76" 0 I!, jI.02"— AIR SPACE "It —0.921— ox C� _0 0 0.06" 0.06" 0.07" 3 t "'I I — I/6'ANNEALED GLASS OAT:11 1211 a 007- SCALE N.T.S. r rft' 3 N '.j I" �—1.02- d ONG,BY. JK 0 NT LFS _R�EIN STEEL SPACER Cw Fry 14 .FORCEME MREINFORCEMIW R.EINFORCFMENI REINFORCEMEW HEAD INSERT L 16 17 OPAMM NO. is R." (�j)S "'s Lock Rail SM Sties MED Shles V-j FL-1 1720,9 0 L Q NOTICE OF COMMENCEMENT State of Tax Folio No. 11 IlRq County of Wvoik To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stnt—1 in thic NnTICE OF COMMENCEMENT. Legal Description of property being improved: v—0 kp C, 1-1 —ACI Lz� Lj SWCX ol?'M 5XIS75SS S�sl f> Address of property being improved: �Os� ADIN lr,,QL� Lane General description of improvement,: Rv?, �, Owner: Address: (c69 ftV)P-ra)dane Owner's interest in site of the i mprovement: 0&-imi cccomM z F- moo (D C: c Fee Simple Titleholder(if other than owner): 0 C z 0 9 c d 1 / $2 — 0 z z Name: Y\j F—n -n C 0 Q CD (P P-lycontractor: 17--L (ZO) rn i�3 Address: K)6 12 0 0(D C r- 0 7 Telephone No.: Fax No: M Cj ;U�3 Surety(if any) Address: Amount of Bond$ Telephone No: Fax No: 0 Name and address of any person making a loan for the construction of the improvements Name: C 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.OG(2)(b), Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one (1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: C)ate: Beforemethis— 2.&,. day of ' A-0 VJ '-,�-O 1'�Jln the CountVof Duval,State Of Florida,has personally appeared 11"', w U,/),-, ei, 0 Notary Public at Large,State of Florida,County of D val. F's�(p Notary PubliC state of Florid' My commission expires: 2 L d fIL 0 CADI EUX M R jor q I I, r MARION SANTILLO CADIEUX Personally Known: or M y C ms , GG 4 y commission GG 1()8941 Produced Identifica 51 9 0 1 05/2912021 '0 re�. Expires ".41