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990 PARKSIDE DR RES18-0406 window permit 4-1-2019 '`"'�`'` RESIDENTIAL PERMIT PERMIT NUMBER (--- iti\4 RES18-0406CITY OF ATLANTICBEACHISSUED: 12/28/2018800SEMINOLEROAD\--A40.219, ATLANTIC BEACH. FL 32233 EXPIRES: 6/26/2019 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: 990 PARKSIDE DR RESIDENTIAL ALTERATION ADD GLASS WINDOWS IN $14969.00 RESIDENTIAL SCREEN ROOM TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 172027 5106 SELVA LAKES COMPANY: ADDRESS: CITY: STATE: ZIP: LIFETIME ENCLOSURES, 5521 CHRONICLE CT JACKSONVILLE FL 32256 INC. OWNER: ADDRESS: CITY: STATE: ZIP: CHANTAL PRICE 980 PARKSIDE DR ATLANTIC BEACH FL 32233 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. n DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $125.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $62.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.81 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $192.31 Issued Date: 12/28/2018 1 of 2 11.A,J City of Atlantic Beach APPLICATION NUMBER AI 4.;/., ,,A Building Department (To be assigned by the Building Department.) J ; 800 Seminole Road f�/� �j. � Atlantic Beach, Florida 32233-5445 R ES(t� �'v`-'r o G Phone(904)247-5826 • Fax(904)247-5845 v► ; o• E-mail: building-dept@coab.us Date routed: r City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: q -I 0 Piel-k KS (DE O r,De• . • li ent review required Yes No :uildin• Applicant: L i (= EN)CLos v s - -nning &Zoning Project: F \ G(_ ..5 k) ( Q 0(.0_3 Public Works Public Utilities L 0 S a(? G f G/uC,L o U Public Safety Fire Services e I iv -_,y i}_ . , ; _ E ep: Signa ktrgk,-- ---- Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers ��►• Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS,�,/ Reviewing Department First Review: ❑Approved. Denied. ❑Not applicable (Circle one.) Comments: Afeed5 4 C BUILDING ?efl/G4 t PLANNING &ZONING Reviewed by ./..q.--- Date: ( )- (2. g TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments:,( q, � PUBLIC UTILITIES ((VVVVVVII//``ec e I✓e cl 46k C / 17r(a1J 1 PUBLIC SAFETY Reviewed by:__ � Date: (2 ^ ( 3 — 18 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 0AVJi' City of Atlantic Beach APPLICATION NUMBER irr- JsBuilding Department (To be assigned by the Building Department.) 800 Seminole Road Atlantic Beach, Florida 32233-5445 RES1F --040 Phone(904)247-5826 • Fax(904)247-5845 •-•-r,; �� E-mail: building-dept@coab.us Date routed: Z ( r City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: q -I c 14R KS i DC of-LD_c_padent review required Yes o �uildin Applicant: L 1 FE, EN) nning &Zonm Project: Pb� (_ c�..S Aj (k)©c ,o___s Public Works Public Utilities I O S C ( ��� �IvGI-O�O 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 ...X Y41 Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. ['Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING �^ 2, Reviewed by: / / Date: l L TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ,,-�;;,. Building Permit Application "r• , City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Fax: (904) 247-5845 Job Address: i 9 0 hip SSI OtC . pr Permit Number:R ES (8 ^ 0 1 O( Legal Description t-1 1..5S )It -- S-avg e . i Iv ct., CS RE# 1 - Valuation of Work(Replacement Cost)sr-164.)g _ Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition iliteratio Repair Move Demo Pool Window/Door V • Use of existing/proposed structure(s) (Circle one): Commercial 'esiden LU • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No alk V • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal L Describe in detail the type of work to be performed: LL act cel.. K X S&AAA uh�w.cA,o,a t� CA"-t-..s>. w 'A;.-c 5 e ms.-- -e.v„c:o oa,u.�.i.. Co cat lC w Florida Product Approval# —_ for multiple products use produc(jpproval form Propert Owner Information Name: �� 1 ( _Address: 99'D Pei ! v_sk r-J U `Z 0 City t z Phone 3 3 0•2 0 I:: \ � (�`/`'h �- _ State. ip- 3 3 O_� w .. E la i! -- — --- --- oZ 1 Owner or Agent(If Agent, Power ofA,ttory�er Agency Letter Required) U _0___Q Contractor Information 55J ,,;ck a W F- Q 0 Z. Name of Company: �.e�, X632256 Qualifying Agent: ' CG.�, 0 x2 ix Q Address City State Zip Office Phone 0 • Am: • Job Site/Contact Number C3IC4-731-5s�o z State Certification/Registration#c,r . t) '-i1 E-Mail te�c.a.c c t ta,*.,,ww,n,e_l.Aga ,p,O j_24§34_11.1 Architect Name& Phone# _ p a 1g_m Y Se) IRIDIC/ 904e-$j$j�J$` L//c 1- w _0 Workers Compensation I Z�I g 5 Z� LU Ia.( tsJ „--Eu- Workers Exempt/Insurer/Lease Employees/Expiration Date ; cc W Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or iiLallacion has w commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the law5egulatlong CC construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS, and AIR CONDITIONEPS, etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER O' AN ATTORNEY BEFORE RECORDIN 7Y0U : AVO I *F COMMENCEMENT. I� " ._ I 010 gincluding Mr Signature of Contractor) (Signature of Owner or Agent Contractor) S. nod and sworn to(or affirme.)before me this I day of Si nod a d Prn to(or affirmed)before me this day of ,02D/ir • 'tC4-P d ,0 0/8' , b _ /J' ici y ./....( / ,490":1.1::',1, TONYA A �' •- �— osrxvaue4 TONYA A CLAAR �- �� ° MYGOMMM.: ;•bOG014 "Fig nature o Notary) a •. ture of Notary) • : I * ,i * MYCOMMISSI•, G014177 �. 7: rr EXINRES:July 21,2020 uu :'. ., • a� EX• • S:July 21,2020 fr#of Fay'' Doodad ThVu Now,/4MY.0 nudge!Now,/ 40F n.oe' Bonded Thni Budget Notary$eMcet [ ] Personally Known OR "14] Personally Known OR 1'] Produced Identification & li [ ]Produced Identification Type of Identification: Type of Identification: Doc # 2012163405, OR BK 16020 Page 1624, Number Pages: 2, Recorded 08/02/2012 at 09:45 AM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $18.50 DEED DOC ST $1435.00 OFFICE COPY THIS INSTRUMENT PREPARED BY: Samuel D.Stromberg Samuel D.Stromberg,PA 3000-8 Hartley Road Jacksonville,FL 32257 File Number: SS110233 RECORD AND RETURN TO: Chanta'l R.Price 990 Parkside Drive Atlantic Beach,FL 32233 RE PARCEL ID#: 172027-5104 BUYER'S TIN: [Space Above This Line For Recording Data] Warranty Deed This Warranty Deed made this 2n da}'notJ I , 2012 between Stephe Bonds, Sr., unmarried hereinafter called Grantor, and whose address isis �,�./1� COSI Ia £i LylI(efit ie >elt.cA FL c'Grp 6 , to Chanta'l R.Price,hereinafter called Grantee and whose address is 990 Parkside Drive,Atlantic Beach,FL 32233. (Whenever used herein the terms "grantor" and "grantee" include all the parties to this instrument and the heirs, legal representatives,and assigns of individuals,and the successors and assigns of corporations,trusts and trustees) Witnesseth THAT the Grantor, for and in consideration of the sum of Ten and NO/100 Dollars and other good and valuable considerations,receipt whereof is hereby acknowledged,hereby grants,bargains,sells,aliens,remises,releases,conveys and confirms unto the Grantee,all that certain land situate,lying and being in Duval County,Florida,viz: Lot 51,SELVA LAKES,according to plat thereof recorded in Plat Book 41,pages 55 and 55A,of the current public records of Duval County,Florida. Parcel Identification Number: 172027-5104 SUBJECT TO taxes accruing subsequent to December 31,2011. SUBJECT TO covenants, restrictions and casements of record, if any; however, this reference thereto shall not operate to reimpose same. Together with all the tenements, hereditaments and appurtenances thereunto belonging or in anywise appertaining. To Have and to Hold,the same in fee simple forever. And the Grantor hereby covenants with said Grantee that the Grantor is lawfully seized of said land in fee simple; that the Grantor has good right and lawful authority to sell and convey said land;that the Grantor hereby fully warrants the title to said land and will defend the same against the lawful claims of all persons whomsoever;and that said land is free of all encumbrances. DoubleTimee Selva Lakes Homeowners Association, Inc. c/o Selva Lakes Homeowners Association, Inc. P.O. Box 331365 Atlantic Beach,FL 32233 Customer Care: Fax: Website: selvalakes.com Date: September 12,2018 Project Ref: [90168252] 990 Parkside Dr Chantal Price 990 Parkside Drive Atlantic Beach FL 32233 Dear Chantal Price, I am pleased to inform ypirthaftlTe-Selva Lakes Homeowners Association, Inc. Architectural Committee,h s approved your application for the listed project item(s): Screen room windows and doors The approval is contingent upon compliance with the specifications set forth in the approved application.If your change or addition requires a county,city or state permit,it is the responsibility of the homeowner to obtain this before starting construction. Please do not reply to this message. If you have any questions or need to provide additional information,please e-mail us at aresla@gmail.com. Sincerely, The ARC Committee TREE Sr VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY City of Atlantic Beach PERMIT# 9 Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P)904-247-5800 SITE INFORMATION ADDRESS 990 Parkside Drive SUBDIVISION Selva Lakes BLOCK LOT 51 RE# 172027-5104 ❑X RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME Chantal Price PHONE# 904-330-8336 ADDRESS 990 Parkside Drive CELL# CITY Atlantic Beach STATE FL ZIP CODE 32233 EMAIL ❑X OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALLL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent (i//4_,L (a(( � 0..-e (17.0s' SIGNATURE OF APPLICANT PRINT OR TYPE NAME DAT SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this g day of �T ,o20/8' by State of 1-6 Chatctca 4/CA, County of L.'G Identification verified: ,-1)(- Oath Sworn: ❑ Yesf© No or°!'et,� 70NYA • CLAAR * , * MY COMMISSION#GG 014 . .or EXPIRES:Jul , '2Notary ature- SOF o.e Bonded Thin Budget Notary Services My Commission expires 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 —_ »> '� 123/4" MAX O.C.(TYP.) 1 (WINDOW SYSTEMS f 6" MAX.(TYP.) SEE NOTE 2 6" MAX.(TYP.) 1900 SW 44TH AVE. 1 _ OCALA,FLORIDA 34474 .NN f W W W.CwS.CC 1a� - 1 ' r —INSTALLATION - _ . ANCHOR(TYP.) 1000 ALUM. GUARDIAN DOOR _ t ' NON-IMPACT 17" — - MAX.O.C. mg to 7. c (TYP.) 0N < co Fw- • INSTALL TWO#8 ANCHORS THRU a 'c o ch STRIKE PLATE AND DEADBOLT STRIKE PLATE INTO SUBSTRATE(TYP.) w a m INSTALL ONE#8 ANCHOR THRU EACH HINGE INTO SUBSTRATE(TYP.) , 4m0 O ILL O O N 11 N N I- 2 5 O W b, W W O - 4' a n w a w w U I � G. >a 0 IG I 1 r W D U CO < O z ANCHOR LAYOUT tttttttttttttttttt .�`G? , ENgF4'..p#, t No 58201 ";�1 *; * :*r %-o: : NOTES: 90••"" STATE OF "! i 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. ���iys�OMA1,ti?��... 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BECONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. ,Z - 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. 4/27/2015 LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONTRY,1"FOR WOOD AND METAL. -DRAWN BY. DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 09/08/08 STRUCTURE.SUBSTRATEkSWAIWEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG I. REV.: CWS-176 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 5OF6 r/, 15" MAX O.C.(TIP) — .-- ®Ill WINDOW SYSTEMS 10 1/2" MAX.O.C.(TYP.) - y F 2"TYP. II4 5"_ MAX I 1900 SW 44TH AVE. 5" MAX. 4"TYP. g OCALA,FLORIDA 34474 SEE NOTE 2 5-MAX --I 2" (TYP.) SEE NOTE 2 WWw.CWS.CC 5" MAX. — — — —1.___ --- 6"TYP. — / — f 5600 ALUM. e • . • HORZ.SLIDER XX 10 1/2" MAX.O.C.(TYP.) NON-IMPACT • >ri OIL 1.c.(TYP.) a • N O N_ .- GD 0 di • O O - -- O I- 0 0 0 6 O O X �( �( W u Ii W X R /� /� W Q I- Q m \ INSTALLATION INSTALLATION co • ANCHORS(TYP) ANCHORS(TYP) co 0 co w w LL O w O S o to il ■ • cV w w Z W Q w Z Z Q O Ir S 0.. Z O 0 a F p o 1- r- p a azaaacoI • a p z p p p 1f` � a w a a a W e] _ _ _ �1 7 ¢ > > > o W 0 o m < O ANtttt THRU NAILING LAYOUT-IN(METAL OPIN NING) THRU NAILINGFINLAYOUT-(WOOD OPIN NING) �p,`,PNOREW'TG,��, v: No 58201 •,1 C*: * :*= =ro: ea'" NOTES: %93STATE OF :441Z %0.• "• 4u. 1.INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME FIN.SILL ANCHOR SPACING SAME AS HEAD. i4.4 ��''�00, r ,.Q H 1a ISG`` gq�...Aauto• 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. •7--- 4/3/2015 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6. LUCAS A.TURNER,P.E. 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE#58201 WOOD MUST BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. NORTH PORT,FL 34288 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574 THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEET DESCRIPTION 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND NOTES 7.A MINIMUM 1"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD AND METAL FASTENERS. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE 05/07/08 STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. DWG it: REV. CWS-171 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:20 5 OF 6 c__\__ __A „,,,-__z__ cgozni 6"MAX(TYP. 73/4"MAX O.C. P. 4'MAX.(TVP.) 8"MAX.O.C.(TYP.) WINDOW SYSTEMS k 1`i (TYP.) 6"MAX.(TYP.)�{ h - -16'MAX.O.C.(TVP.) 1900 SW 44TH AVE. 6"MAX.(TYP.) SEE NOTE 2 I C - - - SEE NOTE 2 4'MAX.(TYP.) OCALA.FLORIDA 34474 6"MAX(TYP.)I _ _�_ - _ WWW.CWS.CC 1 4000 ALUM. INSTALLATION 1 lI 8" - PICTURE WINDOW 7 MAXO.C. I ANCHORS(TYP.) 1 AKMAX O.C. 16" (TYP.) NON-IMPACT (TVP.) i I MAX.O.C. i (TYP.) I 1 in o T 0 1 ( INSTALLATION rn rn o o W O 0ANCHORS(TVP.) O o o F- I i 00 0 0 0 0 0 1 � - Y W01.71;:."; W�.. 2 < oo'> W Q Q Q O] 0) ' 11 U O W y O e oO O to cc cc a g W cc W W W p 0p ANCHOR LAYOUT-(FLANGE1 ANCHOR LAYOUT-(FIANGEI ANCHOR LAYOUT-(FIN> 0 0 0 ,— a TEMPERED GLASS ANNEALED GLASS F F F W ¢IV a.io> a O Wo > > v i I 11 ID U D] Q Z 1 1 I . ,`s...........REW..... • �.Op ".\CEAiSF""4py,,� v: No 58201 VP 17 • *: * :*Z s-ai :a: NOTES: :90. STATE OF 4/4 1.INSTALL ONE ANCHOR AT EACH LOCATION.SILL ANCHOR SPACING SAME AS HEAD. •,'�'Sr,5 <O R10.00\,1X ...`, #s.,'ONA.1E1' 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY-PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. y7-- 3.ANCHOR TYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 9. 4/3/2015 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT,FL 34288 SPECIFIED IN TABLE 1,SHEET 9. PH.941-380-1574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE AND INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. INSTALLATIONS TO HOLLOW CMU REQUIRE THE NOTES USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. O 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:4"FOR SOLID CONCRETE,6"FOR CMU,1`'FOR WOOD AND METAL. DRAWN BY: DATE: ADE 02/07/08 8.WOOD OR MASONRY OPENINGS.BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG R: REV.: SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE1,SHEET 9. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-169 D 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(EXTERIOR DOORS) 1:1 7 OF 9 �LO ui o to w 0 w U �V Q Z o z zo3Q Q Q OCL `LUO 4m=) aWV E ZUtw+��Z [�J� !� M w �o� d'Mww -�i08, "" �OZ� o V a'2 �� in to D Li w v_ <w a� J w Li j -C [n �ul0 Q J d rn Ir w z o �z� z w Zlull a uWi < UJ z IS o OQ11 �! w wcQi wm z f LLJ N n X :JJ�y\G� s! W0.' 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U-) Q N o (�0 W y✓ O ,► o ° v .tic oc IO 1t_no=u �oa> Design Method: MWFI Basic Wind Speed: 12 Building Category: 1 Wind Exposure: B The design and span drawing are based on requirements for the F Code 6th Edition, 201 Price Residence #957' 990 Parkside Drive Atlantic Beach, Florida Existing Bronze frame 1/4'=12" Contractor: Lifetime Jeff Briar CRCO28471 5521 Chronicle Court Jacksonville, FL 3225 904-731-5580 904-731-5750 fax Date:10/23/2018 Drawn by: Greg Kn 90"+/- M LO Components & Cladding vn on this load la Building 141.5" +/- 233 —1—_, -- Tina XX windows 24" kneewall 20/20 charcoal screen , Inc. Aluminum coil above xx windows 3' DOOR 141.5" +/- LEFT VIEW PLAN VIEW - - Existing Fireplace Exiting 3" comp site 219.375" +/- Existing Walls and Roof Adding xx Windows 85.125" +/- \\\`,���T No. g CLO — " STAVE F ; IN R%pAL P,������ it1kk Ah imine im mil ahnve xx windows 90.00" 0.6 5" + 39. ' +/- 141.5" +/- LEFT VIEW PLAN VIEW - - Existing Fireplace Exiting 3" comp site 219.375" +/- Existing Walls and Roof Adding xx Windows 85.125" +/- \\\`,���T No. g CLO — " STAVE F ; IN R%pAL P,������ it1kk Ah imine im mil ahnve xx windows 90.00" HOST. STRUCTU ' • .. M " ° ^ , I`t EL'EMEN'TS. .. N d ' "3 - Io -,I 1-,4 LtELI ora L �l�t ryTYPICAL 1 x 2 TO HOST AT CORNER,, 1' X 2' OB O PERIMETER FASTEN PER NOTE IP. 2' X 2' HOLLOW HORIZONTAL (GRT). NOTE IF: USE 14"e X 3" LONG LAGS INTO WOOD MOST. AND 74'0 X 274' LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1' EMBEDMENT TYPICAL)/ SPACING 2e D.C. AND WITHIN 6' OF EACH PERPENDICULAR MEMBER 2- / 10 S.M.S.. FROM INSIDE FADE OF 1 % 2 OB INTO SCREW SPLINES OF HOLLOW GIRT (1- EMBEDMENT MINIMUM.) TYPICAL 1 x 2 TO HOST AT GIRT C � ii, io Z W 2 1 %V, �,/AU- W12 "A 410 t5t,15 C" II;P17(O� 4- N TYPICAL TYPICAL FOUNDATION DETAILS Ribbon Footing Slab on Grade a a0 i f1i'o?ESt4 F N ,O,K 6 x 6 10/10 WM 1 - #5, 2 - #4; 4--� or3-#3 rebar cont.. NOTES: 1. Concrete shall be minimum 2500 psi. Cov 2. Fibermesh shall be used in lieu of welded i 3. Slab on grade shall be used for roof areas less than 75 sq. ft. 4. Minimum slab thickness shall be 3-1/2': 5. Foundation shall bear on compacted subgr. 6. Pile type footing shall have 3/8" diameter i 7. Embeded aluminum posts shall be isolated 8. Posts supporting carrier beams shall have i A minimum of one cubic foot of concrete for E 2-111 10 S.M.S FROM INSIDE FACE Of POST INTO SCREW SPLINES OF HOLLOW •- GIRT (1" EMBEDMENT MINI,IUM.) 1HORIZONTAL (CRT). SELF MATING POST OR HOLLOW POST--A� • -- J* X 2. OB O PERIMETER I' >d \(i {S rTtF.wm"�y�t,^CJ I��d ' NOTE #1: USE *IV X t' LONG SIAS INTO WOOD HOST 1 AND 74'o X 23v" LONG CONCRETE SCREWS INTO '2� FAma m ISN 6 Post ] 1" x 2" cont. WJ IiVe CONCRETE OR MASONRY CONSTRUCTION 0" EMBEDMENT tapcons I each side post at 24 o. c. TYPICAL)/ SPACING 24'-O.C. AND WITHIN 6' OF EACH ,5;r- sr�r� into post and W" R V-/cov o '. PERPENDICULAR MEMBER 2" Min edge 1- X 1' X 1/16- ANGLES 2- LONG OATH 2-J6 X 172' EAGN a". P05T' `T I LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP •q Y� ( kB07TOM) HOST. STRUCTU ' • .. M " ° ^ , I`t EL'EMEN'TS. .. N d ' "3 - Io -,I 1-,4 LtELI ora L �l�t ryTYPICAL 1 x 2 TO HOST AT CORNER,, 1' X 2' OB O PERIMETER FASTEN PER NOTE IP. 2' X 2' HOLLOW HORIZONTAL (GRT). NOTE IF: USE 14"e X 3" LONG LAGS INTO WOOD MOST. AND 74'0 X 274' LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1' EMBEDMENT TYPICAL)/ SPACING 2e D.C. AND WITHIN 6' OF EACH PERPENDICULAR MEMBER 2- / 10 S.M.S.. FROM INSIDE FADE OF 1 % 2 OB INTO SCREW SPLINES OF HOLLOW GIRT (1- EMBEDMENT MINIMUM.) TYPICAL 1 x 2 TO HOST AT GIRT C � ii, io Z W 2 1 %V, �,/AU- W12 "A 410 t5t,15 C" II;P17(O� 4- N TYPICAL TYPICAL FOUNDATION DETAILS Ribbon Footing Slab on Grade a a0 i f1i'o?ESt4 F N ,O,K 6 x 6 10/10 WM 1 - #5, 2 - #4; 4--� or3-#3 rebar cont.. NOTES: 1. Concrete shall be minimum 2500 psi. Cov 2. Fibermesh shall be used in lieu of welded i 3. Slab on grade shall be used for roof areas less than 75 sq. ft. 4. Minimum slab thickness shall be 3-1/2': 5. Foundation shall bear on compacted subgr. 6. Pile type footing shall have 3/8" diameter i 7. Embeded aluminum posts shall be isolated 8. Posts supporting carrier beams shall have i A minimum of one cubic foot of concrete for E 2-111 10 S.M.S FROM INSIDE FACE Of POST INTO SCREW SPLINES OF HOLLOW •- GIRT (1" EMBEDMENT MINI,IUM.) 1HORIZONTAL (CRT). SELF MATING POST OR HOLLOW POST--A� tl II 1,its A 6�Lg1?5 >d \(i {S rTtF.wm"�y�t,^CJ I��d TYPICAL CHAIR RAIL TO POST DETAIL '2� FAma m ISN 6 Post 1" x 2" cont. WJ IiVe 2" x 2" x.125 angle tapcons I each side post at 24 o. c. 2- # 10 x 3/4" sms ,5;r- sr�r� into post and W" R V-/cov o tapcon 11/F r-MO67 2" Min edge ACV AH61, r—OR EAGN a". P05T' `T I TYPICAL POST BASE DETAIL Pile Type Footing. b With Thickened Edge Or- og' 6 x 6 10/10-WM. W for rebar shall be 3'." B mesh. s than 360 sq. ft. or for posts with tributary areas e with I500psi minimum bearing capacity. Is 12" long thtu posts each way. om concrete to prevent corrosion. equate foundation for hold down capacity, :h ten square feet of screen roof. Typical Cage Bracing Details. 5-3/4" X I" x 1/1511 Galy- Strop 2- 5/16" Anchor bolt (Expansion Bolt Triangular plate W/8 - #10 sms. A" 5/5 Cable Galvanized Strap Detail i r Camelbock Nith �Z 1/4" x . l%II.. A S �n 5/5 Cable NAME L $AGK Pa -TA I L NOTE: 1. Sete -tapping SMS shall be stainless steel or zinc coated. 2. Members shall be isolated as recommended to prevent corrosion. Cable required when enclosure extends more than 18' from host. One pair of cables for every 300 sq. ft. wall surface area. NICO Sleeve 1a 5/5 Cable '—Looped Cable rZk1f600 ItiTo Looped Cable Detail General Notes and Design Criteria: 1. Pool/Patio Enclosures and Screen/Glass Room Additions are designed to be attached to a permanent structure of adequate capacity. 2. The contractor shall verify that the host structure is in good condition and of sufficient strength to support the proposed addition. 3. The FIX 6"" E'AT+ion X17 is the basis for design wind load as per Chapter 20, Table 2002.4. 4. Maximum purlin spacing is T-0 Internal lateral bracing required for spans over 39 feet. 5. Mean roof height shall be less than or equal to 30 feet. The height of the addition shall not exceed the height of the host structure. 6. The exposure is per site location. "C" for structures along the coast and "B" for all others. 7. The pool/patio beam spans are based on open building classification. The typical details shown are indicative of a standard installation. 8. Fasteners shall have a head and/or beprovided with washers not less than 1/2" in dia. For decking and siding. MINIMUM POST SIZE AND NO. OF SCREWS Beam Size Post Size #8. #10 #14 SCREEN/GLASS ROOMS & ENCLOSURES 2 x 5 2 x 4 10 8 6 Vincent Seibold PE 48288 2 x 6 2x 4 10 8 6 1015 Atlantic Blvd. #128 j/ 2 x 7 2 x 5 14 12 10 Atlantic Beach, FL. 32233 \�� J`GE N T 2 x 8 2 x 6 14 12 `��*�• 2 x 9 2 x 7 16 14 Phone: 904-568-4112 O 2x10 2x8 MINIMUM SPACING AND EDGE DISTANCES #8 #10 *14 Minimum Spacing 5/8" 3/4" 1" Min. Edge Distance 5/16" 3/8" 1/2" ,0 OP Zo L VA - Ca�t�l E•i® l�� a � '