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1661 N Linkside Ct RESO21-0032OWNER:ADDRESS:CITY:STATE:ZIP: COLEMAN JAMES E 1661 N LINKSIDE CT ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: LIFETIME ENCLOSURES, INC.5521 CHRONICLE CT JACKSONVILLE FL 32256 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172374 6175 SELVA LINKSIDE UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1661 N LINKSIDE CT RESIDENTIAL OTHER SINGLE OR TWO FAMILY RESIDENTIAL OTHER 10 x 12 VINYL ENCLOSURE ON EXISTING SLAB $18850.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 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. 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. 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. 1 of 2Issued Date: 5/18/2021 PERMIT NUMBER RESO21-0032 ISSUED: 5/18/2021 EXPIRES: 11/14/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $145.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $72.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.01 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.68 TOTAL: $274.19 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 2 of 2Issued Date: 5/18/2021 PERMIT NUMBER RESO21-0032 ISSUED: 5/18/2021 EXPIRES: 11/14/2021 RESIDENTIAL OTHER PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $274.19 RESO21-0032 Address: 1661 N LINKSIDE CT APN: 172374 6175 $274.19 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $145.00 BUILDING PERMIT 455-0000-322-1000 0 $145.00 BUILDING PLAN REVIEW $72.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $72.50 STATE SURCHARGES $6.69 STATE DBPR SURCHARGE 455-0000-208-0700 0 $4.01 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.68 TOTAL FEES PAID BY RECEIPT: R15847 $274.19 Printed: Tuesday, May 18, 2021 2:37 PM Date Paid: Tuesday, May 18, 2021 Paid By: LIFETIME ENCLOSURES, INC. Pay Method: CREDIT CARD 456941495 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15847 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION RESO21-0032 Building Permit Application City of Atlantic Beach 800 Seminole Road, Atlantic Beach, FL 3 2233 Phone: (904 ) 247-5826 Fax: (904) 247-5845 Job Address: I (p {_p / Lr O l~_)J rJ L ('1 Permit Numbe~: ----------- Leg a I Description 41-· %5 /'7 -:J./5 :).qEJe,iva I inK ~Jlil u111+2. !ol 115 RE# _______ _ Valu ation of W ork (Replacement Cost) $ / ~I'; ~ 51') Heated/Cooled SF ____ Non -Heat ed/Coo led ____ _ • Class of Work (Ci rcle o n e): New ~Alter ation Repair Move Demo Poo l Window/Door • Use of existing/proposed structure(s) (Circl e one): Commercia l Cfk~ • If an existing structure, is a fire sprinkler system installed ? {Circle o n e): Yes ffi' N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal De 1 sc 0 ri:e/ i: d etai l the type of work to be performed : J ,., ~ 1 V\ t,H GY\ c),Os, we. (Y\ t ")LI s-n V\ 0 ~~~~~ ::___ ___ _ Florida Product Approval t1---'-F_L_-ZZ. __ '1:....:lc..:.._,I ______________ for multiple products use product approval fom1 Pr op erty Owner Information Name: Ja.J/V\e:5 Co~------Addr2ss: ; &>& / Lui) [~<;J de CT N~------ City _ AJ.,,/(Jd:'.)J.-ir_ P)mJ');\-State -=U'-'---_Zip 3d-J-.-=\..=\ Phone 3 -;i:S:33 E-Mail j i mc,g4lc'0f'vf.C:JV. ('JYYl Owner or Agent (If Agent, Power of Attorney or Agency Letter Required) _J=-"Q"-'_"--{Yl-'--'-"'.;.""l..S"--....,Cr=...>d.=L=-vVl.:........:..:CU7=-_,__ ________ _ Contra ctor Information N2rne of Company: ( .L Cd--t.Mi. /81C.W$1 )...f f '.::> l (\ L Add re:;~ ~'d--1 r JA.vlCV'\1 (',,/ l C.. 1 Qualifying Agent: J-e .f .f:. 6 Y\ Ovr City "1o '.)o State ..:ft Zip Office Phcn2 q D4 rJ 3i 55~ State Certification/Registration t1 -rile ,o a f<:4'7 I Job Site/Co ntact Number 9 0 4 /J 3. I SS-p E-M ail ::f ()O Q_jr{) I I Ci}tvru PY¥' ,J .. n$iJV/ 5 , A.rchitect Name & Phone# ______________________________ . _____________ _ Engineer's Name & Phone#----------,-----------------------------···· Workers Compensation _______ ___,J_,Z-=4--'(Z-=..,..{ ________________________ _ Exemp t / ln,urer / Le~se Employees/ Expiration Date Application is hereby made to obtain a permit to do the work and in,tallations as indicated. I certify that no work o r installatior, ha~ commenced prior to the iss uance of a permit and that all work will be performed to meet the standards of all the laws reguiationg construction in this jurisdiction. I understand t hat a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all the foregoing informatio n is accurate and that all work will be done in compli ance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ~~ (Signature of Owne r or Agent including Contractor) gned and sworn to (or affirmed) before me this _.._,_ _ _.~ ~· -=zce_~::.!./_~1 ~b ~~~~~~~~~ .-···,~•-~~--TONYA A. CLAAR tl ~ "\1 MY COMMISSION# GG 983437 '-~~~if EXPIRE S: July 21, 2024 [ ) Personally Known R'•f.~"rI~?-··· Bond ed ThN Notary Public Underwriters -----f,) Produced ldentific ~1o_n 1L Type of Id entification:~==-->-;...._ __________ _ .--~Y-~~··•... TONYA A. CLAAR J··JA ,:-, MY COMMISSION # GG 983437 ~~-~-=~; EXPIRES: July 21, 20 24 ""'f-'l Personally Known OR ··%ow~?'t-··· Bonded Thru Notary PublicUnderwril ers [ J Produced ldentificatio~~-.. ~-.. -~• ~~iiiii~iiiii~;;;.;;...;;;...;;;;;;.'.! Type of Identification: _____________ _ RESO21-0032 TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Departme nt 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 SITE INFORMATION ADDRESS ( ·(P& I l, r1 h!;,,,td Jl t, I N susD1v1s1ON S e-J ,1a L, n I~ u d..1-• RE# J'.1 Z374 -Ci7t75 APPLICANT INFORMATION NAME -J:::Lvru s Cn t p vYVl-V'l ADDREss , lPl.o , Lin K~ t ow + N FOR INTERNAL OFFICE USE ONLY PERMIT# ______ _ BLOCK ____ LOT i/ 5; IQf RESIDENTIAL O COMMERCIAL O OTHER CEL L # GrY A-t La, v1--k c.., f>},1 ,/,t] STATE H_ ZIP CODE 3 ,.J-d-3 ~ EMAIL JI l'V\C.,q 41 (V ~, CQYl )2)--0WNER 0 LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation ", of the Munici pal 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-descri bed property and/or adjacent properties including right-of-way. / I HE .El3Y CERTIFY T ALL INFORMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorized Agent SIGNATURE OF APPLICANT (2) Signed and sworn before me on th is lt7 ~ C,o~ 04 TREE AND VEGETATION AFFIDAVIT03.01 .2078 PRINT OR TYPE NAME day of _f"e_b_~---;----• ZO Z-( by \ -:I ._ 6 -JJJ DATE DATE State of -:f{_ County of ~ My Commission expires __________ _ RESO21-0032 AFFIDAVIT FOR ATTACHI\"G A ~'I\V STRCCTCRE TO A ... '\' EXISTTh'G STRGCTGRE TO: Building Inspection Department, City of Atlantic Beach, 800 Seminole Road Ilome Owner: JQ(V)e S W ~ Name . I VJ (£) I LL/] K ~ dJ_ c__ ---r f\.} Street Address IA r, r A+ 1 cu1J1c 1.JLA'1 .:rt~ 3 9-~ 33 dy. Stc:te ar;d Zip Code Contractor: _L-'---l_.Ce._· _-h____;_tW..:;___(n_,,,_GlO_' __ S_L.,U'._f S--------'l'--Vt_G_· -------- Permit Kumber As the Contractor for the proposed new structure located at the above address, I have personally viewed with the above named hoP.1e owner those portions of the existin g s~ructure on which portior.s of the proposed new st:-ucrure are to be attached for structural support Tarn confident that tbe drawings and details included with this permit application depict the exisung conditions of the host structure, and t he members oftlie existing st-ucture upon which the new structure are to be a~..zched are sound with no rot or de~eri.oration. The home owner has been advised by me ttat, in my bestji.:dg:T.ent based 011 experie:.ce and knowledge of st--uc:ural acequacy, the members ofU1e existing structure upon wh.ich tl:e new structure are to be attached are sound with no rot or deterioration and will support all structural loads a...,d forces imposed on them. By signing below, I hereby declare that I will hold the City of Atlantic Beach ha:mless and release it from any responsibility and liability for any adverse consequences or failures r esultin g from this work , and further foat I will not initiate, execute o r e:ijoin any legal act:on aga: . .-.st tl:.e City of Atlante Bi!ach for su ch conseq;.ences or failures. --------·----~ A copy o f this document will be recorded as an official record with the Building Inspection Department p_ermit h istory so that any and all future buyers/owners of this property may be made aware of the r .s pf work performed on fais structure. I F: building/affidavit for attaching a new structure to 3n ex lsti.,g structure.doc.~ 7/21,";;9 --------------------------------··- Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Phone: {904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RESO2 1-0032 D Revision to Issued Permit OR 0 Corrections to Comments Date:05/06/2 1 Project Address: 1661 N Links,de Court Contractor/Contact Name: L1fe t1me Enclo su res / Tonya Claar Contact Phone: 904-73 1-5580 Email: tclaar@lifet imee nclosures c om ------------- Description of Proposed Revision/ Corrections: En cl osed 1s the manufa cturer's 1nstalla t1on mst ruct 1ons per ft!Quest 1_L_1fe_11_m_e_E_nc_1o_s_u_re_s_, _To_n_ya_C_la_ar ____ affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? EJNo D Yes (additional s.f. to be added: ____________ ) (Office Use Only) fY'Approved D Denied D Not Applicab le to Department Permit Fee Due $ ------- Revision/Plan Review Comments ______________________________ _ Department Review Required: Building Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services Reviewed By Date Up dated 10/17/18 Permit Number: RESO2 1-0032 Appl ied: 4/27/2021 Iss u ed : Approved: Sta t us: RECEIVED Pa r ent Permit: Pa r ent Project: Detail s: ,C: l +, SENT DATE Fina led: · RETURNED , DATE DUE DAT E Re view Group: AUTO 4/27/2021 4/27/2021 Notes 3 ATTAOiMENTS FROM tc1aar@lifet1meenclo~ur es corn 4/27/2021 4/30/2021 S/11/2021 N otes· 4/27/2021 S/5/2021 S/11/2021 Note s: Description: 10 x 12 VI NYL ENCLO SURE ON EXI ST ING SLAB Site Address: 1661 N LIN KSIDE CT City, State Zi p Code: Atlantic Be ach, Fl 32233 Applican t : <NONE > Owner: COLEMAN JAMES E Contractor: <NONE> TYPE SUBMITTAL COMP LETENESS ZONI NG BUILDING CONTACT Permit Tech Zoning Bu i ldi ng " f STA TUS ~ APPROVED APPROVED DENIED REMAR KS Co r r ec t ion Comments: · !1 . PfeaH! submit the engineer ed m ar ufact;,,rer's mstallat1on instr uctions for t he flll 2291 J. 4/27/2021 4/29/2021 5/11/2021 PUBLIC WORKS Notes See Conditions of Ap prov al that will be printed on Per mrt. ' 4/27/20 21 4/27/20 21 5/11/2021 PUBLIC UT ILITIES .,_-:; Pri nted: Thursday, 06 May, 2021 1 of 1 Publ ic Works . ' .~~ Public Ut ilities f'.. t"· ¥,. APPROVED W/CONDITIONS l "' ~ NOT APP LI CABLE TO DEPARTMENT ,. f'lr ~- :•~ CENTR ALS QUARE FO U R SE A S O N S BU I L D I N G PR O D U C T S PR O - F A B RO O F PA N E L S - EV A L U A T I O N RE P OR T , , ~ i. 1 . ,,~ -. · · · ,d , , ), u ! <" "' ' " . .. . .. .. , .i , 4 1 " 111 1 . 1 M l ! J ( . 0 1 ' ! £ $ 0 F fl , ·J ! ~ - -~ l'. ' . l .~ l ! l '.. 0 1 ' tO ~ ) I O [ R I O ! w G ~ f o ~ m Dig ita ll y s igne d by ~~'=;::S MA X I M UM A LL O W A B LE C L EA R SP A N TA BL E : w ~ i ' f .. . . - . . 1 . F f- . - : . . - ~ -~ ~ ~;- ~ ~:~1 '. '; 1 ' •~< ~ i t~ , •~ -~/t 1 ~;~.; · · ~M l A~ " ~ N~ n ; j s.! 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DE T E R M I N E TH E S I TE SP E C I F I C RE Q U I R E D DE S I G N PR E S S U R E PR O V I D E O BY SE P A R A T E EN G I N E E R I N G , BY A LI C E N S E D EN G I N E E R OR RE G I S T E R E D AR C H I TE C T , IN AC C O R D A N C E W I T H TH E AP P L I C A B L E BU I L D I N G CO D E , J. FI N D AL L O W AB L E CO M P O S I T E PA N E L CL E A R SP A N IN T AB L ES FO R AP P R O P R I A T E PA N E L OE P T H , FA C I N G TH I C K N E S S , AN D EP S CO R E DE N S I T Y SE L E C T E D . 4 . AN C H O R A G E O F CO M P O S I T E PA N E L S TO EX I S T I N G HO S T ST R U C T U R E AN D EX I S T I N G SU P P O R T I N G ME M BE R S PE R SE P A R A T E CE R T I F I C A T I O N , I f1i ~ ~~ ~ ~ ~ ; ~ ~ P ~ A N u : E .= L 4 · MA X w1 0 T H PE R J S T E ~ u T ~ ~ : ~ ~ O M ;; r ; : : , . ~ ~ ~ ~ e ; : s ; g " ~ g s T ~ ~,J .~ o ·=f D :' . ' . TI :' . . .. . (1 / 4 " PE R FO O T MI N SL O P E ) / EN G I N E E R I N G il · .. . . .. r . ; ·.. _ ~ E~ < : _ O ~ __ ' . - O P C F ) _ - .. : : · · : : g ~ T ~ ~ A L 6\ 0 U N L " R ( I H ; ° ~ ~ - ~ M - ~ ~ - a. , _ ) i ) ~ t .1. - - , · to , ~ .. a- ~, b . ' , ( 1,1 "' \ "" ' ~ J tt - { •' ' ;)1 1 , . U i /1 . . l . , . ~ , l ) OC M 11 11 F r ank B enn a rdo D a te ~ 2 0 20 .10.07 10 :5 9 :5 6 -0 4'0 0' MA X IM U M A l l 0 W ABLE D ES I G N P RE SS U R ES: I AS N OT E D IN CLEA R I SP A N TA B L E DE S I G N NO T E S 1 P O s m v e AN O NE G A T I V E DE S I GN PR E S S U R E S CALClJlATEO FOR USE WITH THlS Sf S T E M SK A I . L BE DE T E R M I NE D 8Y OT I - I E R S ON A J OP ·SPEQFIC BASIS IN ACCORDANCE WI T H TH E ST R U C T U R A l RE Q U J R E M E N T S OF TK E FLORIDA BUILDING CODE SEVENTH ED I T I O N (2 0 2 0) . 6E v r A W ~ ~ ~ \ 5 ~ ~ b f F i ~ & i ~ e g , : = ~ ~ ~ ~ i ~ A 1 ~ i L J€J~°L~~ ORDER ro WT E R P O L A T I O N OF TH E AU O W A B L E SP A N TAB L E S LlSTED HEREIN SHA L L NOT BE PE R M I T T E O . CO N T A C T TH I S EN G I N E E R FO R AL T E R N A T E SPAN CALCUI.ATJONS AS MAY BE R EQ U I R E D . 3, EP S CO R E CO M P O S I T E PA N E L S SH A U BE CO N S T R U C T E D USING me 310S-H254 AL U M I N U M FA C N G S , 1 .0 PC F EP S . TH E E PS FO A M SHALL BE ADHERED TO THE ALU M I N UM ~~ ~ ~ N ~ : f P , ! ~ : t f f ~ i s e 2 1 ~ 10 ~5 _ f ~ ~ A \ W ~ J ~ E ; ~ ~ ~ T J ~ ~ ~ ~ ~ ~ BY ~E T A . L S 8U l L D[ N G PR O D U C T S AT TH E I R GR O V E L A N D FACILITY fOR AU PANELS ~~ ~ ~ J ; J g. , o ~ t : ~ ~ ~ t ,~t f f R ~ o ~ ~~r~iut~8~~L:cruTY . ◄. l F AP P L I C A B L E , CO M P O S I T E RO O F PA N E L S SHAU COMP L Y WITH CHAPTER 7 SECTION 72 0 , CH A P T E R 8 SE C T I O N 80 3 , CL A S S A IN T E R I O R FINlSH, ANO CHAFTER 26 SECTION 26 0 3 O f T H E FB C . ~O :~ ; : i ~ N ~ ~ ~ ~ ~ e ~ i ~ i ~ r i f t Ee i g 5 J 1 ~ ~ t¾~srn~'rf;l'~\ SPREAD ST A N D A R D S . SE E EV A L U A T I O N RE P O R T FD R MO R E INFORMATION 6. T HI S SY S T E M 1 S NO T AP P R O V E D FO R LA R G E OR SMALL lMPACf RESISTANCE. WHEt.., ~i ~ w ~ ~ ~ l ~ J t ~ ~ ' & ~ ~ ~ m . ~ .URR l C A N E ZONE), THJS SYSTEM SHAL L BE 7 . P A N a DE A D LO A D S HA V E BE E N FA C T O R E D INTO CALC U LATIONS FOR GAAvrrY LO A D S AS WE U ft S CA L C U L A T I O N S FO R PA N E L PR O P E R T I E S . a NO 33 - 1 / 3 % IN C R E A S E tu AL L O W A B L E ST R E S S H AS BEEN USED !N THE DES I GN OF TH I S SY S T E M . GE N E R A L N O TE S I , TH I S SP E C I F I C A T I O N HA S BE E N DE S I G N E D AND SHAL L BE FABRICATED IN ~ ~ : ~1 t t 1 ~J . ~ E f ! r o 5 c ~ ~ ~ A ; 6 u ~t.'&'!1t 1 :fu~~g1~8~fuf AM E N D M E N T S WH I C H MA Y AP P L Y. DE S I G N CR I T E R I A BEYOND AS STAT E O HERE l N MAY ~EQ U ~ , J ~ ~ ~ ~ 1r6 t { v e e i ~ 1 1 > ~~ ~ ~ ~ J ' l C ~ ~ A T U R E AND SEAL OF A P.E. OF T k l S FI R M . 3. TH E AR C H I T E C T / E N G I N E E R OF RE C O R D FO R THE PROJECT SUPERSTRUCTURE WITH WH I C H TH I S DE S I G N IS US E D SH A L L BE RE S P O N S I B L E FOR THE lNT&;RITY OF ALL SU P P O R T I N G SU R F A C E S 'T O T HJ S D e i l G N WH I C H SHALL BE COORD!NA'TED BY THE PE R M I TT IN G CO N T R A C T O R . 4 . T HE CO N T R A C T O R SH A U CA R E F U U Y CO N S I D E R POSSIB L E lMPOSING LOADS ON RO O F , 1N Q U O I NG 8U T NO T LI M I T E D TO AN Y CO N C E N T R A T E D L O A DS WH I CH MAY JUSTIFY G RE A T E R DE S I G N CR I T E R I A . nu s AD D I T I O N A L ROOF L OAD CRITERIA SHALL BE PR O P E R L Y AN A L YZ ED 8V A UC E N S E O E NG I N E E R OR REG I STERED ARCHJTECT . S. TH E CO / I I T A A C T O R IS RE S P O N S I B L E TO JN S U L A ' T E AU. MEMBERS FROM DISS I MILA R MA T E R I A L S TO PR E V E N T RE C ' T R . O l YS I S . 6 , EN G m E E R SE A L AF F I X E D HE R E TO VA L I D A T E S STRUCTURAL DESIGN AS SHOWN ON L Y . US E O f TH I S SP E O F I C A T I O N B Y CO N T R A C T O R , et. el. INDEMN I FIES & SAVES HA R M L E S S TH I S EN G l N E ER FO R A l l C0 5 T & DA M A G E S INC LU DING LEG\L FEES & AP P E L I A T E FE E S RE S U L T I N G FR O M MA T ER I A L FA B R I C A T I O N , SYSTEM ERECTION , & CO N S T R U C T I O N PR A C T I C E S BE Y O N D TH A T WH I C H IS CALL EO FOP B Y L OCAi. STATE, & FE O E R A L CO D E S & FR O M DE V I A T I O N S OF T H I S PL A N 7 . 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UN L E S S OT H E R ' M S E ST A T E D , NO Ol H E R 11 ' 1 1 . . £ : VE R I F I C A T I O N HA S BE E N PE R F O R M E D BY lH E UN D E R S I G N E D . 4: 1H I S SU R V E Y IS NO T VA L I D W1 1 H O U T AN AU l H E N T I C A T E O EL E C l R O N I C SI G N A l l J R E AN O AU T H E N T I C A 1E O aE C l R O N I C SE A L CE R l l F I C A TE LA N D SU R V E Y S 0 CO N S T R U C ~ O N SU R V E Y S 1" = 20 ' OE R MY RE S P O N S I B L E CH A R G E OR l H BY TH E FL O R I D A I Di A P T E R 5. 1 - 1 7 , FL O R I D A , OR I O A ST A 1\ J T E S . Design Method: MVVFRS Components & Cladding Basic Wnd Speed: 120MPH Building Category: 1 Wnd Exposure: B The design and span shown on this drawing are based on the load requirements for the Florida Building Code 7th Edition, 2020 Coleman Residence #10878 1661 Linkside Court North Atlantic Beach , FL. 32233 Vv11ite frame vinyl enclosure 24" Insulated Kneewall 18/14 screen Existing 4" concrete slab 1/4'=12" Contractor: Lifetime Enclosures, Inc. Jeff Briar CRC028471 5521 Chronicle Court Jacksonville, FL 32258 904-731-5580 904-731-5750 fax Date:2/16/2021 Drawn by: Greg Knight Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 Atl antic Beach, FL 32233 904-568-4112 + (") 0) 3' 3" +/-t 4x2 -.:-.:c 2_x(? 33" +/-, 1, 3' 3" +/-.. - LEFTVIEW - ,.- X PLAN VIEW ROOIF CUT FF/ JUMP r -- - - - - ---• ---- -------1-------------, I I I I ' 68" +/- I I 3" composite roof I 12' O" +/-- 4x2 68" +/-' 12' O" +/- FRONT VIEW LO f'-co 10' O" +/- 4x2 , ·-·-· ·--' .... ' ' --·-2x3 l ·- /! \ ' 37" +/-I ' 3' 37" +/-, ' :1 DOOR ' ·, 1: ) \ I ' ' I : ·, ' I + = ' ~ \ ' '>'< tE I er: .I ,/ fS ~ ,. " 2x3 1x3 10' O" +/-- RIGHT VIEW 1 • X 2► OB O PERIMETER NOTE 11, usd\·1ox i· LONG ZM!i 1NT0 wooo HOST AND 1'"0 X 211· LONG CONCRE"!c: SCREWS INTO CONCRITE: DR MASONRY CONSl'RUC110N (1" EMBEDMENT TYPICAL)/ SPAONG 24"·0.C. AND V,HHIN 6" Of" EACH PERPENDICULAR MEMBER 1• X t" X 1/16" ANGl£S 2" LONG ~TH 2-f!l X 1j'2" LONG S.M.S. AT EACH LEC :m>1CA1. EACH SID€, TOP ._ BOTTOII) • :imsr.'s-muCTIJRE~ :: . ·-·~•.o : .. < ·, 'NOTE:.', f'fZOVlv'E=. El:EMEN'fS~ . • :l'l", : · .: , .. :~ . . ~ -~-. •.< : ~-. :· · ·..-J .· ... '2. -~o ,,_ \ Yi' SM s . .. 1N1!:~NAl..i,...Y IN Ll f Ll m: L~WP. TYPICAL 1 x 2 TO HOST AT CORNER 1 . I ~11 10 f2.y.7.. r~WA~,L. w/,1.:11 x~1 0St--1\$&11e,p'o.c. ---1• ·x 2" OB O PCAfME'II:R F~ PER NOlE ft. 2" 'x 2• HOLLOW HORIZONTAL {GIRT). NO'lt fl: USE 1'"e X 3• LONG LAGS INTO • ,;i;. .,,." .. ' -W000 HOST.,AND 14"• X 21'" LONG . · CONCRETE SCRE'<\S INTO CONCRETr OR . .. MASONRY CONSTRUCTION (1" EMBEDMENT . ---~--~-TYPICAL)/ SPACING 24" O.C. AND WITHIN 5• OF EACH PERPENDICULAR MEMSER 2-I 10 S.M,S. FROM INSIDE !'AC£ OF 1 X 2 08 INlO SCREW SPUNES Of' HOU.OW GIRT (1" ElolBEOMENT MINIMUM.) TYPICAL 1 x 2 TO HOST AT GIRT I t.1. i'o Z>l1. ~iix. 't-lAU.. w -zn,K .i\10 ~';;>@ 11./0 , c.. TYPICAL FOUNDATION DETAILS NOTES: . 2-110 S.lol.S. FROM INS10€ !'ACE OF POST INTO SCREW SPLINES OF HOUOW GIRT (I" EM9£0MDIT MINIMUM.) 2" X 2' HOLLOW HORIZONTAL (GIRT). SElF MA llNG POST OR HOU.DYi POST. '... I " " I l II ~-z f-rlu.Li:::t.1?,:;,· W/IJ.-6/f;"!<<?F8 Tei~ ~A~ 'WA'( 'fM.C..l-\ <&IC'~ C'::-1-R.1 , {!!.1,,;i.) TYPICAL CHAIR RAIL TO POST DETAIL 'l.:J. pp.-ni> o~ 5 i=:ti f> Po~-h... .... · . 1" X 2" cont. W/ § "' l/4\?.,,y,,n-tapcons 1 • at 24" o. c. 2" x 2" x.125 angle each side post 2 -#10 x ¾" sms into post and ¼" · tapc9n I vf l=ir1 _G~J7 ~ :7";c:k1os1---r-5 fb~ V-/o:::>r7 f?GC-ir<. 2" Min edge Ar?t? At-l6\...E: FO~ ,.:a.....1,-1-~;:l.....l..-.:...;...-E:AC/4 ',l'.11 P"o~-r srz:.e · I ¼, ii M I J-1 G-t,lif;e:-~ Pile Type Footing . 1. Concrete shall be minimum 2500 psi. Cover for rebar shall be 3". · I 'b'' ~ 2. Flbermesh shall be used In lieu· of welded wire mesh. · · \ · " _ 3. Slab on grade shall be used for roof areas less than 360 sq. ft. or for posts with tributary areas· less than 75 sq. ft. 4 . Minimum slab thickness shall be 3-1/2". 5. Foundation shall bear on compacted subgracte with 1500psi minimum bearing capacity. 6. Pile type footing shall have 3/8" diameter rods 12" long thr:u 12osts each way. 7. Embeded aluminum posts shall be isolated from concrete ·fo pt~vent corrosion. 8. Posts supporting carrier beams shall have adequate foundation for hold down capacity. A minimum of one cubic foot of concrete for each ten square feet 9f screen roof. Typical Cage Bracing Details-., Triangular plate w/8 -#10 sms. 5-3/411 X 111 x 1/611 Galv. Strap Plate· '.2-5/1~" Anchor bolt (Expansion Bolt) ~ '2 -.. I /411 .x : \Yi1 1A<f t,:o,-i~ : Cable required when enclosure 5/5 Cable extends more than r--:".,,.....---:--:---:-VJL------18' from host. Galv~nized St~p Detail Ccrnelback With Z •P . 114 11 x . wl:~·r~,is ~ NICO _ Sleeve "': ,,. •ii. ·. ' ./ . . .. . . . One pair of cables for every 300 sq. ft:. wall surface area . ~11 5/5 Cable . · -ooped Cable ~ I j/ )4 ;< Wi 'f2:,,(f~t-J INTO Cot-JC..~~ 77~ Df!-f'c[)""fi,.Jl:i Loop~d Cable Detail NOTE: 1. Self~t.applng SMS shall be stainless steel or zinc coated. 2. Members sh~U be Isolated as reoommended to prevent corrosion. ; ~eneral 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 FBC;7'M EdH~n '2D1..0 is the basis for design wind load as per Chapter 20, Table 2002.4. 4. Maximum purlin spacing is 7'-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 ~lassification. __ The typical details shown are indicative of a standard installation. · · ·- 8 . Fasteners shall have a head and/or be-provided with washers not less than 1/2" in dia. For decking ~nd siding. _ : _ . . __ _ _ . _ MINIMUM POST SIZE AND NO. OF SCREWS · Beam Size Post Size #8. #10 #1+ 2x5 2x6 2x7 2x8 2x9 ~ X 10 2x4 2x4 2 x ·5 2x6 2x7 2xs 10 10 14 8 8 12 14 15 6 6 10 12 1+ 16 MINIMUM SPACING AND EDGE DISTANCES #8 #10 #14 Minimum Spacing Min. Edge Distance 5/8" 3/4" 1" 5/16" 3iB" 1/2" SCREEN/GLASS ROOMS & ENCLOSURES Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 Atlantic Beach, FL. 32233 Phone: 904-568-4112 /31:·,-~~;~/r~"~. • ·-···.ROOP l'AIHOR , ~QN-l~lJl.ifl'D ~- CO~TIN0\..15 ool1l;icw~ Ht!ACXR f~~;t · 1fo,c : 3-.1 2' P-'N OR : , fOLY-11JXJF---........ . VQSTlt-G ·M...SOIIRYWAtL L··~~nk:i;o . · H6re:IOF. ~wf.LJ.. ADOl•2" AHi.LL TO WAU. BEAM BEARING DETAIL wl .V.·• 2' LAG5 TOeAQi ·STLJ0 · · · Complete Panel SLOPE · · 1'10 x 4•·s.M.S. W/ 1 '/. • _;_ Fender Wnher And Neop~ne Gaskat 12• o.c. (1Yp.) for Roof Pans: (3) -#Bx•/,• S .M.S. Pe r 12• Wlda Panel (1'yp.) "-searing Beam COIITINOUS exTRIJOfO t1~>JT>01fD -·\, 5U!>l'AO,._, RJ!QUIRfD ,\1,11~ .. OlJT?R . .r'f'P~IS ·. 'L.fS:'l · . rHAH),W . THICl;.01!\ . .:l' PAN l(C)Of r-- V.. .-:,• LAG "INTO • 0~ 3', ◄~. ~. ~ · ~-ZNCS O' POLY-ROOF . . · L-...;.· -·~· ---.-.... ,. use ANGLE wrim _. c»J 110;, %" Tl$5 f>D1 ✓ :· · '\. ~~~·ro .. I 2' f'AN OR II 0 •·Yo-. l'ICJAw/110 • %•: TB;S I 2' O.C, :R?R T••4 12' O.C : -. POl)'-l'COP-...,_, , A t.'i""G:.1'.t-lf..•r~. •z.,t?r,10~1'/,i' ~t-1~ ·n-1~ -~)(.E:.t' 'P.>-r-l I t4'"tC> ~0 ~ 1' Upright To Base And To Beam De t ail (2) #10 x 1'/>""S.M.S. l nto Screw Boss Anchor 1 • x 2• Plate Tb Ccno-ete W/'/,• x 2'A' Cona-ete Anchors Within Angla C lp,s May lie substltutad For:Intelinal Screw System s 6" Of Each Side~ Min. (3) # 10 :< 1'/•'·s,M.S, Post And 24" o,c. Max.-\ into Saew sou. • Min. 3-'J,' Slab 2500 PSI ~-.l~~J.-~--9-,f.o--1• x·~• F.xtruslon Cone. 6 x 6 -10 x 10 w.w.M. Or Fiber "!ash CAU\.I< All UCPOSED SCREW .~E.AOS S~ UHOER Fl.ASHING ~ 3· COMPOSITE OR PAN ROOF (SPAN PER TABLES) \ i'8 x 11%'WASHER Hf>DED In ;"~~!~.~:t- Al.UMINUM FLASHING t.UMBER et~NG TO FIT PL YWOOO I osa BRJOGE / FlllER -, = (I 61~==~~;;:~;;;;f==,--2· X TX 0.()44" HOlLOWEXT. \~ S,16·0 1 ,4• LONG {MIN.) LAG '----l,3.----+--~~~~;;!)INTO RAFTER OR TRUSS TM CONVENTlON.Al RAFTER OR '------l!'l':---,--r-TAUS$ TAil WEDGE ROOF C0 NNE C_TI0N DETAIL 1·'/.' Min. I~ Co~. Ropf Anchoring Detai,ls ;~~¼!1 ~M.S.Spaced c, ompo_ s_ lt~/Pi;inS, . ... @ s•.p.c, B.otll Sldas Caulk · All Eiq\osed Screw Head.5 Altemata Connection: (3) #'B scr:aws Per Pan With !'·Minimum Embedm11nt Into Fascia Through Pan Boxed ·Enil Existing Ralter --1-~ #.10 x 1 -•;,· Wood Or S.M.S. (2) Per _ _..j:::::,.,~...J Raltar #l0 x'f,' Wood Or s.M .S. _ __:.,....... _ __, 12· o.c. ~_.....-"--'---, ~~iila(lt · ,-----• :H~ad~~ Extruded or Bra~F.oi:med (~.044' Min. "Thickness) With Min. 11/,' B~rln11 ,La9 . .. ·' ~ . ·. ' .. .., . . . .... , .. , ' Roof Panel e<lstlng Fada IB -.,:·•;,. S,'M,S, (3)'Per Pan -----(J3CrrTOM) And (l)@ Riser For w.n ~: . · (TQP) . A.•• w• LON; woao U.O SCt1tY Ofl:" --• • Jli. lDfC ~ NfCHORS 0 24• 0.C. .WU, --------------------------, SCREEN/GLASS ROOM S & ENCLOSURES REVISIONS Vincent Seibold PE 48288 1015 Atlantic Blvd. #128 Atlantic Beach, FL. 32233 Phone: 904-568-4112