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Permit Pool Screen 1999 Selva Marina Dr 2010 V ' ` i1 CITY OF ATLANTIC BEACH P 5 A s) 800 SEMINOLE ROAD J' �" : ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247 -5826 � 4 0i31 9 j Application Number 10- 00001472 Date 12/22/10 Property Address 1999 SELVA MARINA DR Application type description RESIDENTIAL ADDITION Property Zoning TO BE UPDATED Application valuation . . . 13762 Application desc screen enclosure Owner Contractor PECK LEE H LIFETIME ENCLOSURES, INC. 1999 SELVA MARINA DR. 5521 CHRONICLE COURT ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32256 (904) 731 -5580 Structure Information 000 000 Construction Type TYPE 5 -A Occupancy Type RESIDENTIAL Flood Zone ZONE X Permit BUILDING PERMIT Additional desc . Permit Fee . . . 120.00 Plan Check Fee . . 60.00 Issue Date . . . Valuation . . . . 13762 Expiration Date . 6/20/11 Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE *REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING DEPARTMENT IMMEDIATELY. Other Fees STATE DCA SURCHARGE 2.00 STATE DBPR SURCHARGE 2.00 Fee summary Charged Paid Credited Due Permit Fee Total 120.00 120.00 .00 .00 Plan Check Total 60.00 60.00 .00 .00 Other Fee Total 4.00 4.00 .00 .00 Grand Total 184.00 184.00 .00 .00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247 -5826 Fax (904) 247 -5845 Job Address: / 4g q 'eIJc` fylay-in_a_ Permit Number: (0 _ f cri ... Legal Description 1.. D+ 5 Seka Din roe, Lint* l Parcel # /C�3SV.o -- / vi 0 Floor Area of Sq.Ft. Sq.Ft Valuation of Work $ I i 1(12, Proposed Work heated /cooled n heated /cooled Class of Work (circle one): dr Addition Alteration Repair Move Demolition !, #is • 'ndow /door Use of existing/proposed struc (circle �'� v `' If an existing structure, is a fire sprinkler syste installed? 4 d? (Circle one): Yes No '' u A� / -' Florida Product Approval # f 1 6 , � n For multiple products use product approval form ey \ ` 0 /p //// Describe in detail the type of work to be performed: St°en r l = n dc Cct✓i✓ �,,,,\ Property Owner Information: L_ Name: e _. f ecJ( Address: f gel a• Man.. City J1 a --tic. (ead, State Fz—Zip 32233 Phone Goii) 885 - 2) OL, E -Mail or Fax # (Optional) Ice /, pe cc @ jail o . Co, -, Contractor Information: Company Nam-: 1 ', A. , i ref / ./� Qua lifying Agent: � Address: .5„... - ir' City State _ , Zip c.0025 Office Phone , i ' Jo � ___ ; • • . . ... - Fax # 73(.57.0 State Certification/Registration # V. i , _, ,.T _ - . Architect Name & Phone # I 1 '1 ' 1 1 1 1. _ ■ „� , •�.;:�.- Engineer's Name & Phone # 1 _ 11.111 . Fee Simple Title Holder Name and Addres I S zI . 'I• • • DITTfN • « "� i' a 4. E Bonding Company Name and Address SAND CO S Mortgage Lender Name and Address /A 1 r • . 1 1. , . . .r I 'i- DAT E: • �, # .4 Application is hereby made to obtain a permit to do L ' l tallation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating cons ruc ion 1 • risdiction. This permit becomes null and void if work is not commenced within six (6) months, or if construction or work is suspended or abandoned for a_period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Bo Heaters, Tanks and Air 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. 1 hereby certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to :iv- authority to violate or cancel the provisions of any other federal, state, or local law regulating construction or the performance of construction. ) ---.... Signature of Owner 41 ■7 ‘1 Th il Si gnature of Cont for �� / Prin t Name LtR., 7" e k Print Name 'J Sworn to and subscribed before me Sworn .. d subs i . e '. efore me � this Day of �p___ <„, b C, 20 u this I' •a c v' ✓.. :. i ) 4 a � �;o„ . _ � y . AMY GOODW 4 / 4 I �•' O lif ; : ota Public - -State of Florida No Public N. ": Pub lc " « i . : My Comm. Expires Jun 8, 2013 - JOHNS HULL 1*-' .. oe Commission # DO 697288 " ..r My COMMISSION M DD 753777 V■• " bonded Through National `ici3•y Assn. ■ 31, EXPIRES: April 19, 2012 _s • • panda, fteu Norm Pubic Underwriters NOTICE OF COMMENCEMENT uoc zcri Ozcsuoz5. UR t3 s 1 �4L3 age ..1.31. Number Pages: 1 Recorded 11/08/2010 at 01:05 PM. JIM FULLER CLERK CIRCUIT COURT DUVAL Permit No. J 0 c)- COUNTY Tax Folio No. RECORDING $10 00 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Section 713.13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1.Description of property (legal description): Lo �- � f � i Le.), a) Street (job) Address: / qqq va. hi a_ 2.General description of improvements: Ar'1 G 3.Owner Information a) Name and address: Le- 5ek- m ao , r3ci b) Name and address of fee simple titleholder (if other than owner) Z- c) Interest in property Fee S. ,,., I e 4. ntractor Information a) Name and address: Lri L n( (' � -4- '7 00) A -N (2•-r1 b) Telephone No.: (q 2 37 - 2 ? Z 7 No . (O k 3 320 ,r 5.Sur Fax No. (O Information pt.) (901/44j �7 Urb�7I' a) Name and address: b) Amount of Bond: c) Telephone No.: 6.Lender Fax No. (Opt.) a) Name and address: Phone 7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No. (Opt.) 8.In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: a) Name and address: b) Telephone No.: Fax No. (Opt.) 9.Expiration date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF PINELLAS 10 � �, Signature of Owner or Owners Authori d Officer /Director /Partner /Manager � e e Pic, Print Name The foregoing instrument was acknowledged before me this ,S day of j()(3 .� �,,,,�, , r , 20 /U , by L- as CS t■I iN (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of whom instrument was executed). Personally Known OR Produced Identification ,Y Notary Signature ' ' , Type of Identification Produced ft- P l Name (print) /0". 5 , OR pursuant 92.525, --. :-- e Verification ursuant to Section 92.525 , Florida i Statutes. Sttu atutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are -- - -- •- belief. FoxMSrt4oC,rvad2o10 4;7 MY COMMI9810N 1 73777 12 EXPIRES: ApPN i9, DD 2 ' BaadTlwut Pubis __ Signature of Natural Person Signing (in line # 10.) Above HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being permitted at your residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief description of the various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom which or'ild inclu hut-flint be limited to,-addition o f a ny f of temperature any `� p,c, ,i: ivi,trviruyutci, or removal of the doors /windows separating the sunroom from the host structure, the room may become non - compliant with the requirements as mandated by the Florida Building Code, the Florida Model Energy Code and State Statutes. OWNER I have read this complete form and understand I am receiving a Category Sunroom. (I -V) Printed Name , ,,CZ,., 1 Address � 1 S t eIvc n'1a,--1 ,La.- 1") Signed: ■ \ _ day of Date: 11 _ / 0 S / 2-0: 0 Before me this 1y � 5 J .1 Zri, \j c_ in the County of Duval, State of Florida, has personally appeared C ` t declarations herein by himself/herselfand affirms all sta ements and her are true and accurate. Notary Public at Large, State of I . �;� , tp• JOHN S. HULL (t' C oun ty of 1 I . 1 • . ' : , • MISSION # DD 753717 Personally Known ❑ or Produced Identification ?r '`' • : p ID Type �L'� '�'r :' �� :�= EXPIRES: Alm f,,•' Bonded Thru Notary Pubra Underwrit Sunroom and Screen Enclosure Requirements Category I II III IV V Habitable Space No I No No Yes Yes Foundation Walls <200pIf Walls <200plf Walls <200pif can Walls <200pIf Walls <200pIf can can have 8 "W can have 8 "W have 8 "W x12 "D can have have 8 "Wx12 "D x12 "D ftg or 3- x12 "D ftg or 3- ftg or 3 -1/2" slab if 8 "Wx12 "D ftg ftg OR have site 1/2" slab if no 1/2" slab if no no concentrated OR have site specific concentrated concentrated Toad >750Ib OR specific engineering load >750Ib OR load >750Ib OR have site specific engineering have site specific have site specific engineering engineering engineering Existing exterior GFCI outlet Relocate or add additional outlet to exterior if enclosed Exit Lighting Not Required Required Required Required Required Interior le tric Not Required Not Required Required Required Required Emergency Egress from Egress and Exit Egress and Exit Egress and Egress and Exit Escape exist. structure must meet code must meet code. Exit must meet must meet code. Openings allowed if open to code. atmosphere and has screen door leading away from residence. Misc. Window Host structure Windows must Windows may be Host structure Host structure and Door windows /doors be removable fixed or removable. windows & windows & doors Requirements shall not be Host structure Host structure doors shall not may be removed. removed. windows /doors windows and be removed. Forced entry, air shall not be doors shall not be Forced entry. leakage and water removed. removed. Forced air leakage penetration entry, air leakage and water requirements and water penetration apply. penetration requirements requirements apply. Wind Borne apply. Debris Opening Not Required Not Required Required, can be on host structure, if built under existing Protection roof Energy Sheets Not Required Not Required Not Required Required Required 12/20/2010 09: 05 904 731 5750 2475845 NO. 235 901 17..; 7:7 ';:■,:..: ''', 2:::'.1:. 44:1P1 '... .. c- A !.:. En:!, i11/1.247-5845 pa @t: 1 • / 9 9 ct 3>\» rrlo f 1 (% 'e ( - Al"F.l.D.IVIT FOR A.T'I'ACIIING A NEW STRUCTURE TO AN EXISTING STRUCTURE TL 3aild;t1. itisocx;tion Department, Ci of Atlantic Belch, 84)0 Seminole Read ......, 'kale Owner: f cie— . — . Se 60 -- 0/ ' . ct.fir.)0.... Or' , v e.... . _ _. __ . . .., _....._, .......... . _____ ..__.. sa :ft i Address rq - (7‘ 0... ,6-e a-.EL r 3 ,..,..,;;:. Stiee am( :;::,) (...'do Lifetime Encbstires, Tee. • 5521 Cfirottica Ct, C ,Arrnetor: Permit .Vurnber ....._..... . ...., 1:..T.th..! i uov structure r ai i.:1,:, ;Thom acidreis, .1. 'nave perzotindy viewed witLi th s ,:,i;!,4:2 ■1,,!_:-, hi.. . i tc: se portions ofthaexis r, .: on which portwrrs of the prI•90w;:i new 3tra,;:u 4 iu re) P.;.! : ri!•Iti:11:--41 for , i-troCtural supp ! r am confident that the drawings ar.d ! .;(■,7,( , ,:1Cd k'. 1 .1i■ )i:i ;IppIrcittirrn :;2.piet tile + orthe h; ,, Lructure : 04(1 the ., i - .. nbers of tht! .:, .1 :' .1.ttx upon whIt.:07 the mw itructtry are :.,-.) bi attaLhod are sound . .vii.:1 no rot , );• :;et•Iti)lTi•10[1. ( t';'. '4';'1 :! t'`.Sylt:r :1;1::: s. a:is by me tlt:.!.‘.• ■o. my best judgment based :In experience :::tit, kn.:. ,‘, io ;;,....;r , ,,,..os i lii;:i.1,1:1:y. :tie nrit of the ex, : ing sanic tore. upon which the new it'll el:Ili,: are to il • .i, Lt.:JR.'41 WC :ii...‘: id 01.11. ie.) l'Ut Or detitrioni,i and will support all : tinctured lonlis and (*.•.1.:;:s impo.;;:i,.: ,-,-, i II:: :). ; :7,' .,........att ht.i.::ty, 1 S-.....thy declare til,..t r. q I) i hou tbc City of Atlarni,c Beach f*,at'' n l e and : a i . !.: c :) ..Dy ;;ruou:i.y and liability ti:i uly adverse cow:Rum:Ices or Clilures iting t th.:: ‘..1 • c, :.u■:i ',`..Jr thdi I will not initiate, eY. ',; ie or enjoin .12S' legai aition against Ile ti' Attantic Be: ,.. -. for s'uch . ..rsailIVTICevi t...1 failures. .',. r ..)py (• ti..1;i ■ :,:e:zz -:,: 7.'il I Le 1 as an official rec.*. 4 IN iih the gni/ding 1119 Pectinn Depart •!■ f er:r ' . N (1: ry Ili I hit t usty and all future buy: .:;lovraters (4 ibis proper(); may be male th t-ntv• t; i willit Itt ma tilts struttnre, N, tili C.— Sip,-u:d_ I 414 ., , ' %cc !ix: ■ ■ 7, ; 4: ,,i c i e _ _ — —. :, ,,, ,-;,:,,,,„,,, ..,i.1),, ., „ • , i ,.,.., dr ..,..i.i,:.: ..: ,..its !:trsonally appeftr :,.: ,,,,,, AMY GOODWIN ,,L . Notary public • State ol Florida t: ;1!,', I My Comm, Winn Jun 8. 2013 :(7 /C_C •ill '1% b ••■ 'i , '. • DD 897208 Bonded Through NabonalNolary Man. !.i GCS ;:i; %, 7 t:.E .;• :ar . ,J (".: ! ,', lm Aid ac o ;; t v„,,d, ....._ _ „ • ........ .. _ t „ ..1i, ..__ (41.? „,._,_._ . .. - ... . * .---........ . _ ...,.... — .';!!.:'..;*. • • . . . . •• ;• • J. Iv • ■ ..- i 2 ■ 2; 1 : , .'uci.:114 Or - ?. 7121/11g '7 1 p -- 5 ';' C-) ..... MAP SHOWING BOUNDARY SURVEY OF r LOT 5 ACCORDING TO THE PLAT OF SELV/A O i� iTEv UNIT AS RECORDED IN PLAT BOOK 39 , PAGE(S) 94, 94A, AND 94B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: LEE H..PECK, AILEEN KATHRYN JOHNSON, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY, AND KEITH WATSON TITLE SERVICES, INC. • S 03 °49'.10" E 90.00' (R) LOT 9 LOT 7 1/2" REBAR 1 S 03'50'16" E 90.00' (M) ASSOC SURV ° ' I LB.5488 0t LOT 8 1.1' " 0.9� PLS.31/239a 12; W...,.Wti a 0_ t — o -� 00 0 0 0 rva; }:Ct =tee �_it " t 6 :k:.. 04 • % . S 1 6 / ' �.il i 0.3' Q 3 Cr2 LOT''+ 6 , .�fi c N a� rt„�j '" 1 ' ri i ► LOT 4 /I � 70 l : r >. " ✓ ' P .r e "� 1 9.8' o (1a • /+ 1 - Pool Equip SCREENED 9•d ` WOOD DECK 7.1' '- WOOD O N I 0 /rSTEPS N `°y 1 STORY 0 BRICK & FRAME 4j Lu 0.8' - 0 7.1' NO. 1999 YARD 3 (J FRAME WELL b 1. � h f" 0 STORAGE TILE lo O 0 ^� . 15.4' n 7.2' PORCH N A/C 2.7' Q VINYL J 10.5' 0S15:1;4/710 I _I6.6'd ai 1.8' PAD O '`Y FENCE °°� J 13.1' 0 � • tp BRICK / o CONC. n 0.2' (0 p OJ PLANTER 1.T a 1.T 1.T `� % BRICK / 18.1' \ COLUMNS 1 t„ Additional Notes * � St WALLS o ' '• ,° J CONC, . ' WALK in 1/2" N • .1 CONC. : . N CAP • • DRIVE UNREADABLE DOORS AND WINDOWS TO POOL AREA TO BE ALARMED TO . CODE_ ❑ ' 4x4" CM E. . • ' • ' ; • NO.3398 AD .::•8 .. P. T. R= 2814.79" Area around Pool Area will be BEARING REFERENCE LINE • • . •, L =7.72' (M) Screened to Code. N 03'49'10" W 82.39' (M) • : ..: N 03'23'37" W - -_ — - - -- N 03 °49'10 " TV 82.33' (R) b • ..:' 7.72' (M) All barrier codes will be met. N 03 °35'51 " 3Y a .,.." . s 7.67' (R 1.5' CURB & GUTTER 1" = 30' .DEL VA MARINA DRIVE (>oo ' R /w) FLOOD ZONE "X" .. AREAS D 0 EIE OUTSIDE THE 0.2X ANNUAL CHANCE FLOOD PLAIN / FLOOD ZONE "X (SHADED)" a AREAS DF .2% ANNUAL CHANCE FLOOD; AREAS OF 1X ANNUAL CHANCE WI AVERAGE • • • THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEV FROM 1X ANNUAL CHANC FL OOD. r ---, E Y 1. BEARINGS ARE BASED ON PLAT BOOK 39, PAGE 94A 2. STRUCTURE NO, 1999 SHOWN HEREON LIES WITHIN FLOOD ZONE X A S SURVEYORS INC. BES DETERMIN�ED ^ FLOOD MAPS PANEL NO. 1 DATED G4 /17/198 I HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT The purpose of this document is to make you aware of any limitations in the enclosure that is being residence. The table below, Sunroom and Screen Enclosure Requirements provides a brief descr ption of the various sunroom category requirements. There may be restrictions on the use of your present home depending on the category of sunroom you are installing. The property owner is hereby notified that should they make changes to the sunroom which could incl b not he limited to, addition of any form f temperature control system doors /windows separating the sunroom from the host structure, the room may become non-compliant with t the reeuirements as mandated b the Florida Buildine Code, the Florida Model Ener. Code and State Statutes. ,, OWNER I have read this complete form and understand I am receiving a Category .1 Sunroom. (I -V) Printed Name ( j� S e ' M ara\Signed: Address �/C Inc_,-7 Inc_,-7 0_4) 6 Date: I/ Arlie / 3 l Ze: Before me this 4- -- day of Al J . e Cr in the County of Duval, State of Florida, has personally appeared statements and declarations herein are true and accurate. herein by himself/herself and affirms all Notary Public at Large, State of L i r'." JOHN S. HULL County of 1 ( ` tv %, „„ MISSION M DD 753777 Personally Known ❑ or Produced Identification [ -.: • - ► � p ID T ype---c_442 j ° . ��� EXPIRES: Apn PubCC '•','� . �� gondel Thru NolwY Und.nrtl�ro Sunroom and Screen Enclosure Requir ements Category I II 111 IV Habitable Space No V No No Yes Yes Foundation Walls <200pIf Walis <200pIf Walls <200pIf can Walis <200pIf Walls <200p!f can can have 8 "W can have 8 "W have 8 "W x12 "D can have have 8 "Wx12 "D x12 "D ftg or 3- x12 "D ftg or 3- ftg or 3 -1/2" slab if 8 "Wx12 "D ftg ftg OR have site 1/2" slab if no 1/2" slab if no no concentrated OR have site specific concentrated concentrated load >750Ib OR specific engineering load >7501b OR load >7501b OR have site specific engineering have site specific have site specific engineering engineering engineering Existing exterior GFCI outlet Relocate or add additional outlet to exterior if enclosed Exit Lighting Not Required Required Required Required Required Interior le tric Not Required Not Required Required Required Required Emergency Egress from Egress and Exit Egress and Exit Egress and Egress and Exit Escape exist. structure must meet code must meet code. Exit must meet must meet code. Openings allowed if open to code. atmosphere and has screen door leading away from residence. Misc. Window Host structure Windows must Windows may be Host structure Host structure and Door windows /doors be removable fixed or removable. windows & windows & doors Requirements shall not be Host structure Host structure doors shall not may be removed. removed. windows /doors windows and be removed. Forced entry, air shall not be doors shall not be Forced entry. leakage and water removed. removed. Forced air leakage penetration entry, air leakage and water requirements and water penetration apply. penetration requirements requirements apply. Wind Borne apply. Debris Opening Not Required Not Required Required, can be on host structure, if built under existing Protection roof Energy Sheets Not Required Not Required Not Required I Required I Required y ; tAitr Jt City of Atlantic Beach APPLICATION NUMBER 4 . Building Department (To be assigned by the Building Department.) 800 Seminole Road /D �7 ` j � Atlantic ac, 3 7 Phone (90 247 -5826 h Florida orida 223 Fax (904 ) 247 -5845 F 1.))' .` )'' E -mail: building- dept @coab.us Date routed: 1 , City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: /45? 7 7 - � V'4� /7"/ ?/ # ment review required Ye No • din Applicant: Zi0 f -2-j // arming & Zoning Stri. ree -Administrator Project: 7) 17j e St{ /C' Public Works Public Utilities 44/3 b Public Safety Fire Services �"r r �a� ��� � � �tY4 f ��P�Cn 9 " �i'� Via' t P ,� f Y� *'y��'*; i k9�te .ATP � P P a: Pw s W> a t Si a ¢ her a r $ r ������� ".i�r.� �'^ ''a ,� ea� , I��� I �. i� .n �'nl � e � , . �"ar� �.i..�, drr 6 a 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: APPLI ATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: / TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 05/14/09 i a,1 ;y �� City of Atlantic Beach APPLICATION NUMBER �S u� Building Department (To be assigned by the Building Department.) r „ 800 Seminole Road 1 Q - 1 % 7 - 72 T „M Atlantic Beach, Florida 3 -5445 Phone (904) 247 -5826 • Fax (904) 247 -5845 \ ' "�ur3 We E -mail: building- dept @coab.us Date routed: /V-///c i City web -site: http: / /www.coab.us APPLICATION REVIEW AND TRACKING FORM v / ii roperty Add ress: / / l' % J./ � VG - 2�ri he Air ment review required Yes No p rtY • dine__ . kpplicant: Li f i7il f . C "h L Jt j f S °m anni ng & Zornng , Tree`Administrafor 'roject: % if 77 --)10/ f` Public Works Public Utilities Public Safety t iii) b Fire Services Review fee $ AS(61c;e5P Dept Signature 4 Review or Receipt Date Other Agency Review or Permit Required 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: APPLIC TION STATUS Reviewing Department First Review: Approved. DDenied. (Circle one.) Comments: rJ l`' �, / /1.1.4)1, a � )2.0 ,6. n t"t.�.� ) BUILDING V •LANNING & ZONING ght-e-41a6 Date: J �i7/ 20�© Reviewed by: DMIN. Second Review: DApproved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: DApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 Design Method: MWFRS Components & Cladding LIE , Basic Wind Speed: 120 , Wind mportance Factor: .77 • Building Category: Screen Wind Exposure: C - Internal Pressure Coefficient: 0 Design Wind Pressure In PSI: 38 Roof: 6 Walls: 21(windward) / F The designs and spans shown cm 7041yard) 17 p S ,F drawing are based on the load requirements for the Florida Building Code 2007 Edition. Peck Residence L J 1 _ 1999 Selva Marina Dr. il\ Atlantic Bch, FL 32233 904 - 885 -2106 - " N CO Bronze frame screen top pool nclo•ure, 30" chairrail, 18/14 Charcoal Scr en 2x3x045(typ) Scale: 1/4" = 12" + + N Contractor: Lifetime Enclosure , 4nc. c° Jeff Briar CRCO28471 5521 Chronicle Cou N 2x3x045(ty Q Jacksonville, FL 3225 E E 904 -731 -5580 - E c „ v , 904- 731 -5750 Fax N CO x CO x CO N N N ( Date: 2x3x045 (ty • Drawn By: Jim Briar r. (-0 75" +/- 75" +/- 75" +/- 75" +/- 2x2x044(typ) , 1 x2x044(typ) + 75 " +/ 5 " +/- 75 " +/- 75 " +/- X CO u CO CO CI ' 2x3x045(typ: . �P To 2x044(typ) Design Method: MWFRS Components & Cladding Basic Wind Speed: 120 Wind Importance Factor: .77 Building Category: Screen Wind Exposure: C _,- / Internal Pressure Coefficient: 0 /= Design Wind Pressure In PSI: 17 - / jj/ -- /j / Roof: 6 Walls: 21(windward) / j � The designs and spans shown orb award) drawing are based on the load l 1X.* requirements for the Florida Building \ j , 1 1 Code 2007 Edition. } see front v 29 Peck Residence N 1999 Selva Marina Dr.. + l 1 Atlantic Bch, FL 32233 E 904 -885 -2106 i j a cil In x Bronze frame screen top N p pool enclosure, 30" chairrail, 18/14 Charcoal Screen Scale: 1/4" = 12" ' 1x2x044( 2 Contractor: Lifetime Enclosures, Inc. '...„ Jeff Briar CRCO28471 5521 Chronicle Court Jacksonville, FL 32256 904 - 731 -5580 904 - 731 -5750 Fax Date: 2x2x0441 Drawn By: Jim Briar ' 18" +/- 27" +/ 67 " - 3' q DOO 0 X cn N Q O In c x — E O N X X 2x3x045(t N N , } T'fPICAt POST AND BEAM DETAIL TYP SIDE WALL TYPICAL CHAIR RAIL TO POST DETAIL ___ TYPICAL PURLIN AND BEAM DET/ ATTACH EXTERNALLY MHO) ATTACH EXTERNALLY WITH (q SLOPED OR FIAT AMO is y4' SCREWS THRU ATTACH INTERNALLY NTH (2) 210 x 0.1 SCREWS T}iRU ATTACH INTERNALLY 1 x 2 1 O.OSO C Clp 2 x 2 x 0.125 ANGLE FROM POST CO NOTCH PURLIN FOR MI O x r SCREWS WO THRU 2 z TWO O POST AND 2 x 2 INTERNAL GROOVES. SCREW GROOVES il./�IO II ..RE MI oi : MN it ATTACH INTO 21 2AT 2r0.0 2x2 CHAIR PAL POST PURLIN POST ••-•,...–..-- TYPICAL POST AND BEAM DETAIL - MAIN FRAME TYPICAL BEAM AND GIRDER DETAIL TYPICAL GIRDER DETAIL TO HOST WAL NOTE SEE DRAWN() 4 FORALTERNATE DETAL SELF MOTIF G BEAU 212 z 0.128 ANGLE CtP 2 z 2 10.125 ANGLE CUP SLOPED OR FLAT EACH SIDE OF TUMMY SEAM EACH 8106 WONDER WTTHI 12 SCAEYVS INTO BOTH WITH I12 SCREWS INTO GIRDER • ATTANDI NOTCH BEAM 0 O F O y FOR POST 0 0 0 MATH 1 TO CUE �� O ' 0 • • 0 0 • ` LAO S CREWS (PRE -0!IU ATTACH KHTp ii ■ O 0 • • 0 0 • • ATTACH TO MASONRY 01 • 2 x 2AT 2( O.C. - 0 O O O CONCRETE ATM 1A* O O O p 0 0 TAPCONS WITH AWL SEEEEj1AB FOR 0 0 0 EMBEDMENTDF ?.• OF SCALIS . 0 BEN! ti..- Bg HOST STRUCTURE DEEPER THIN GBIDER TRIBUTARY N POST BEAM • MINIMUM POS SIZE AN D # OF SCREWS ts TYPICAL WIND BRACE DETAIL AT ROOF FRAMING BEA Beam Size Post Size #8 #10 #12 TEL fir 2 x3 2x3 6 4 4 2x5 2x3 8 6 4 16 2x2N7NDBFtACE 2x 2x3 10 8 6 A 6 2 x 6 7 2 x 4 10 8 6 1 : i(ruous �� 2x 2x 2x 14 12 10 0 ___ ,�:• ATTACH w 2 x 6 ml 16 14 12 8 l ANGLE CLIP WITH l SCREW, WO 2 x 9 2 x 7 SKEWE D ANGLE W TTHA t( Z 1O MEMBER LOTH 18 16 14 SI�YYEN E CUP 2 x 10 2 x 8 22 20 18 I R SCREWS ES OR WR UGH MINIMUM SPACING AND EDGE DISTANCES P08T e���HDMO BRACE 2 x 2 WALLTOP. # •# 10 # 12 N MINIMUM SPACING ' 8/8' 3/4' 1' MIN. EDGE DISTANCE 5/18' 3/8' 1/2. TYPICAL FOUNDATION DETAILS TYPE TYPICAL POST BASE S1R M FOOT1 SLR ON GRADE sue ON GRADE w Fo�Or DETAIL STR POOTNG THICKENED EDGE 6x6M1.4xWH.4 WY, . _ T 212x0.125 ANGLE EACH SIDE SCREWS INTO POSTAND(0 It to We 1/4' TAPCON INTO CONCRETE to IMUM Ix2 BASE SCREEN chum chum WITH r MIN EMBEDMENT. TAPcoN AT 24 O H L 1 /r It'' __ Rs CONTINUOUS r b . AND WITHIN r OP net "' • INSTALL ADDITIONAL ANGLES NOTES: = xa • _ • ' • FOR EACH 2' INCREASE IN I. CONCRETE SHALL BE 2500 PSI MINIMAL CONCRETE COVER FOR REBAR SHALL r. E POST DEPTH. I. REBNFORCHG BARS SHALL BE ASKS GRADE S0. WELDED WIRE FABRIC SHAD. BE A18i. — OFFSET M 2 F1BERMESN MAYBE USED 14 LIEU OF 11E WELDED WIPE FABRIC I. SLAB ON GRADE *now FOOTING WAY BE USED FOR ROOF AREAS LESS T'H AN 550 S0. FT. OR FOR POSTS WITHTRIBUTARY AREAS LESS THAN 75SQFT. ( 1 • r 5 I. MI SEUL ON MINIMUM BLS THICKNESS SHALL BE 347 ACTUAL THCKNESS. 7. P TYPE NOM TRIG SWILL HAVE yr DIAMETER THREADED ROOS IV' LONG THROUGH POST EACH WAY. NO7E3 5 EMBEDED ALUMINUM POST SHALL BE LSOGTED FROM THE CONCRETE TO PREVENT CORROSION. 1. SELF.T U'PING SHEET METAL S 9. POSTS SUPPORTING CARRIER BEAMS SHALL HAVE ADEQUATE CONCRETE FOUNOATTONS FOR HCLD DOWN CAPACITY. 1. ALUMINUM CREWS SHALL BE STAINLESS STEEL OR ZINC-PLATED. A MINIMUM OF ONE CUBIC FOOT OF CONCRETE IS REQUIRED FOR EACH TEN SQUARE FEET OF SCREEN ROOF. Q1NER ALLOY MEMBERS SHALL BE ISOLATED AS REQUIRED/RECOMMENDED FROM ALLOY TO PREVENT CORRCI,SION. • TYPICAL BRACING SCHEMATIC DETAILS FOR FLAT ROOF, GABLE ROOF, AND DOME ROOF SCREEN ENCLOSURES HOST STRUCTURE ATTB ENT(TYPICAy VIEW PLAN ROOF PLAN ROOF PLW VIEW ROOF PLAN ► \I ROOF PLAN NO MI W VtEW /40 ■/■ .L! 4 , O ■■Vi \�, NMI N . A / ■ ■O NI ,c / /■ ■ O g p/► m o in 2 x 2 BRACE loom* No O / / / ■ (TYPICAL) +0 < 1 EN0 WALL \ �• / 01 �� �� / Imo MIN O / / / ■I� ■t E 011•11/4 MI d ELEVATION , •� ENO WALL GO■00 CO OMEN.* II►� a ENO WALL /iOOO IO II►. ELEVATION � p� T R AIL 2 x 2 BRACE ELEVATION % mo END WALL amm pp ) ELEVATION .. ......► MIIK FOUNDATION (TYPICAL) ► o..... NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOORJAMBS. END WALL ELEVATION ADD (1) K -BRACE OR (1) PAM OF CABLES FOR EACH 300 SQUARE FEET OF SURFACE AREA TYPICAL K•BRACE DETAILS EAT TYPICAL CABLE BRACE DETAILS SANE RAE • O o O O4 0 o \ Sx4xa12sPLATE WITH (5) 010 SCREWS O o O \ INTO POSTAND(Q 0 45 DEGREE TR1ANGlAARO.125PUTE p O SCREWS RtTO 0 WITH (Ih 4410 SCREWS AS SHOWN --41-- O o `V O 2x 2x 0.044 BRACE 0 A { ' DIAMETER STAINLESS STEEL CABLE O. 0 0 A 304 or - gr.g/ dill PIOSIT Sx12xO 0 o VON (B) k10 SCREWS ∎\ INTO POST AND (4) B10 v''' 0 0 POST SCREWS INTO BRACE i \ � 1' x 17 x 0.12S PLATE MTH (2) 1/4' bLAMETEA TAPCONB CHAIRRAL z O 0 ` 0 0 4x4x0.125 PLATE WITH (!n41f0SCREWS / 1111W MO POST ANO (4) M10 SCREWS INTO / O POST BRACE AND (2) MO SCREWS NTO BASE 0 BASE 000 80' 0 o Q 0 2x 2 x 0.044 BRACE -- A (2) 1/4' TAPCCNS A T BASE OF FRAME P 0 O C jj BASE RAL TYPICAL KNEE BRACE DETAIL AND SCHEDULE NOTE KNEE TYPICAL INTERNAL STIFFENING DETAIL FOR SPANS GREATER THAN 39' • 0" S -WING SEAM REQUIRDFORR NOT SLOPED OR FLAT � THE TABULATED 2: 2 1 0.125 ANGLE E SPANS O 0 0 0 SECTION VIEW • •' 0 0 0 di � . POPLIN BEYOND (4) NIO x 7 SCREWS 0 0 0 / 0 0 j INTO INTERNAL /_0 O GROOVES OF �.- /K NEE 8RAE 1/2 OF SE.TI NG BEAM RECEIVING CHAN POPLIN MY BE SUBST RUTED 1111 Al I 2 x 2 x 0.125 FOR THE H NNEL TRIM OUTS 112 Of SELF-MATING BEAM LEG TO BEAM WIDTH l �/ O SEE TABLE FOR oo SIZE AND _ .� TSTAIDHG Ip CONNECTORS I / PUN MEW i KNEE BRACE LENGTH 1 • ■P'" 41111111. MINIMUM SIZE KNEE BRACE AND CONNECTION BRACE LENGTH I EXTRUSION CONNECTION H 1R OF SEIf IAATryNC BEAM 0 TO 7-0' 2 x 2 x 0.041 2 Houma INCH (3) CO EACH SIOE Ili TO 7. 0' 2 x 3 x 0.050 r H CHANNEL WTTH (3) CO EACH SIDE TO 4' . r 2: 4 x 0.044 POPLIN EXTRUSION OVER AHO POST AND NOTCH ATTACH MATH (4) 4h0 EACH BEAM SIDE NOTE ALLOWABLE ROOF BEAM SPANS MAY BE INCREASED BY THEKNEEBR4CEIEAQmFBRACES NOTE: STIFFENING ANGLES SHALL SE INSTALLE0 AT EACH PURIM LOCATION ALONG THE SEAALGWpEA• KNEE RA LENGTH IS A LLOWED , FOR KNEE BRACE ON ONE ENO ONLY, AN WCAEASE OF 1/2 THE I e. .. 31.04 PAR !OR )/, x 4 ' LAG: ESOC — .0. POLY-ROOF O.C. w/ : i 4 Mod' _ tbeagor ( ' 'x :{Rt !'TF7Lx PK.H , ' i 12•'PAN (3)IO y . . ROW PAN'R91t . TEIL,l.�L. . OR •. R O O F NON-PIS ' POLY -ROOF R D Q P PAN Pail. � 2 *POST NON-INSULATED ' OR9 x 3 RDOf 4x4, 25x9 2•44"11CU.OW ,- . �� C x 4 sales QR 2'sr.', POST L1 MAIM TO.i.x2• ye x 3 4 A•.6yz /!ea, NC7TCHELT H O CHANNEL, xv 0)0 x2••. 71 (2),/ " . TO 9:1.4.8. 0 24. o.C.:(I S i2'� R TIIRU EAQ1 25t2• `. 2•23• EDGE BEAM) POET _ — RECEIVE ll" (ih s' rite. - _ __ rrae t'C-'S1 x ' 2 - ■ 2 E BM) ' O I x'2 OR i$L1F 2 x WIDE ( T EA T POST: 2% SHE BEAM SEE CAN DL S NOrQiED CMECULL 70 CENTER ALSO) SUB-PACIA - RECi1JIRED Eo STING CONTINOUS EXTRUDED OUTER COHT1NOUS - MEADER ATTACHED EXTRlJG7 D' E�t OR MASONRY WALL IWZIA B M EAOER PAST!N' STUCCO Ley • • 3`x 12• PAN OR 12' O.C. wAth pR l m O ld. 3 �T QL 4�eD 1 lay OR LAG POLY -ROOF ADO 1 x 2• 3• PAN ROOF ` IWTD ANGLE TO WALL o)R 9•, 4•, e, -r - RArnvt w /�/. x 2• LAGS EP POLY -ROOF iit, ate iQ• x 211• DRIVE PIN, TAPOON. TO Use ANGLE wrote T-BOLr OR Ulf. SCREW/ �j/ • TD 5 vas R PRAMS To. (3) s 1 O i laulli `PV _ (3) ID s K revs mar 12.PAN'OR . ANGtE 12• PAN OR R I O x' We (NUMB MEADER TO. '1;10 x ' T E I C S 12•.'c C. )FOR .' TESS 12 •POR MCA e/110 x %j• : POLY ROOT POLy_R T! .5 12.oz. CHAIRRAIL ATTACHES T01'057 Upright To Base And To Beam Detai CHAIRRAIL INTERNALLY y MIN. OP (2)4 1 O x 2• 'AC)1EDTO 5.M.9. INTO ' SCREW GROOVES 157 1•x2 ' + •_+ Beam/ Meade • x:0625 CUP wl (4) ).x : • TbC (2) 110 x i +h "'S rew Into I ' 5CREM5 fj 2X2 CMAIRRAIL Strew Bass Angle Clips M POET • Anchor 1' x 2' Plata To Substituted F Concrete W /+ /.- x 2•,6" Strew Systss Concrete Anchors Within 6' Of Each Side ------ Post And 24' O.C. Max. Min. (3) 114 Into Street). Min. 3—+h• Slab 2500 PSI 1" x 2' Baru; Cont. 6 z 6 1 Or Fiber Mash 1 1t II ' t- ye MIn.In BEAM BEARING DETAIL Complete Panel SLOPE ' #10 x 4' S.M.S. W/ 1Y." .. Fender Washer And Neoprene Gasket - 12 O.C. (Tip.) - For Root Pans: (3) - RBxy,' 5.M.S. Per 12' Wide Panel (Typ.) Bearing Beam • ALLOWABLE SPANS FOR SCREEN ENCLOSURE CARRIER BEAMS - < = t20 M.P.H. TRIBUTARY LOAD WIDTH 10' • 0" 14' • 0' 16' • 0' 22' - . ���= 26' 3 �� 3 8' - o" 42' • o' 46' - o" 2 x 4 x0.044x0.100 10' -10' 9' -2" 6' - 6'•3` 5' -11' • ® 2x 5 x 0.050 x 0.100 10 -1 0 9 - 8' Eon 7'.11' r -4" 6' -11' 6' -6• 8' -3' rum 2x6x0:050x0.120 1313 10 . - 9' -6' 8 8' -4' 71.10' IlEffil 2 x 7 x 0.055 x 0.120 17' .4' 10' -9' 10' -0' 9' -4' 8' ; ® G 2 x8x0.072x0.224 23'•4' 20'•7• ; 2 x 9 x 0.072x0.224 25'•7' 19 a 16' -5' 15 14' -1' 13'•2` 11' -10' 1( 2x 9 x0.082x0.310 27' -10 ® 17.11• 16'-4' 1 3' 6' 12' .10' gala 1 � 2' 18 6 17' •3 16 - 7 2 x 92 x 0.389 31 2828 = � 23' - 5' 21' - T 20' - 1' 19' - 10" 17' - 10" 18' - 11' tE DOUBLE SELF- MATING ING, BEAMS AMS 2x 7 x 0.055 x0.120 27.5' 20' -1" 18 18'.6' 1 5- 14 _ � 2 x 8 x 0.072 x 0.224 29' -5' 28' -4' 24' -2• 12 7' iv- ii � � 10' 2f -5 19' -11' 17' - 8' 18' -10" REIGN 15 2x 9 32' -3' 28' -10' 26' -6' 24' -10' 23'•1' 21' -6' 2 x 9 x 0.082 x 0.310 31' -5• 20' 2" 1'- 1' 18' -2' 16 ® 28 -10' 27'•0' 25 -8 113= 22' -11' 211' - 8' 20' -T 19' -8' 18' 2 x 10 x 0.092 x 0.359 40 -3' 38 -0" IME 30'. 11' 29' -3' Big 26' -8" 25' -3' 24' -0" Eigi 22 ALLOWABLE SPANS FOR 3" COMPOSITE ROOF PANELS ALLOWABLE SPANS FOR 3" RIB RISER SHELL METAL THICKNESS 0.024' D.032' 12" WIDE PANELS EXPOSURE CATEGORY B C B C METAL THICKNESS 0.024' WINO SPEED P.H. � EXPOSURE CATEGORY 8 C 100 15' - 8' 14' - 9' 18' - 3' WIND SPEED (M.P.H.) =ma 110 15' -2' 13' -8' 16' -9' 15' -1' 100 9' -10" 9' -3" 120 14' -4' 17 -10' 15' -10' 14'.- 7 110 9' - 6' 6' - T 130 13' -8' 12'•3' NMI 13' -6' 120 9'•0' 8'. 1 . 140 13' -1' 11' -8' 14'.5' 17 - 10' 130 8' -T T -8" 150 12' -5' 11' -1" 13' -8' . 17 -3' 140 8' - 3' r -4' ALLOWABLE SPANS FOR 4" COMPOSITE ROOF PANELS 150 r - 9' 6'.11• 100 17 - 0' 17' - 10' 20' -11 ` 19' - 8' METAL THICKNESS 0.030' 110 18' - 5' 18' - 7' 20' • 3` 18' • 3' 100 10' - 3' 9' -11' 120 17 -5' 15' -7' 19' -2' 17'-7 12 0 10' -3" 9'.3• 130 18' - 14' -10'c� 15'-4• 120 9' -8' 8' -8" T 140 15'•11' 14' -7 17'• 15' - 7" 14 0 9' -3' 8' -3' 150 ® 13' - 6' 14' -10' 140 B' -10" 7.11' ALLOWABLE SPANS FOR 5" COMPOSITE ROOF PANELS 150 6' S• r - s" 100 27 -1' 20' - 9' 24' - 3' 72. METAL THICKNESS 0.050' 110 21' - 4' 19' -3' 23' -6' 21'•7' 100 12' -6" 11' -9' 120 20' -2' 18' -1" 22' -3' 19' -11' 110 17 -1' 10 -11' 130 19' -3' 1r - 21' -7 18'•11' 120 11' S" 10'•3" 140 18' - 6' 18' - 5' 20' - 4" 18' -1' 130 10' 11' 9' • 9' 150 17' -6' E 140 10'-6' 9'-4" NOTE: ALUNOA IY ALLOY 3105.H14 OR •Hi! WITH MINIMUM TENSLE BEADPIG STRENGTH OF 114000 P9. r - 1" 150 9' • 11' 8'. 10" INSULATION DENSITY' 1 PCF. NOTE ALUMINUM ALLOY 3I05+128 MTh NIN6 fIA1 TENSILE SEWING STRENGTH OF 26,000 PSC 2''o ■l l 3 composite +, + roof i rn 1 2 x1Qsmb __ L 1 - __J I _ , r X X N N V N N _ 82" +/- 1 82" +/- l 75" +/- 75" +/ - CD 1 CD N 1. N N 1.1H M 60' -0" +/- a 5� 1 W ,_ o LL tV )`' ?° e aQ -° L4 co , 1 7.— .t ( S 76 JS 8 Z. o CecNIZd 75" +/- 75" +/- 82" +/- 82" +/ 82 +/ 4 SD 4 ' E i cn in x X X N N N N N — ' ' / /44 4 \ Q 60'-0" ±/- 12 � ^", 2x2x044(typ) it \ _ X044(typ) 1 ' ii H + / 1 8 +/- li I , 1 3 j s) s:1 I' DOOR �! + E cnI o .0 o ° X X 0 E X N N X I- 'x3 045(ty10) X N N ty ) 4,.9 +/- , typ) 1x2x044(typ) +/- 67" +/ ± 66" + N + r Q n (4 o - In in N N N r :VP) lx2x0 - 4(typ) T ' 24' -9" +/- Robert Wood PE #31542 2000 Sandpiper Point Neptune Beach, FL. 32266 `v Phone /Fax - 904- 241 -2021 - `i vl 11 el i TYPICAL SUPER GUTTER ATTACHMENT SCHEMATIC PLAN AND DETAIL NOTE SEE DRAWING 4 FOR ALTERNATE DETAL HOST STRUCTURE STRAP 3' WiDE STRAP PER 114' DIAMETER x r LAO A la p . INTERNALLY 14 ) HOST STRUCTURE L SCHEMATIC PUN SCREWS AT 12' 0A A$D g1EW GROOVES. 2 x 2 x 0.125 ANGLE (0) AT EAC`•I STRAP •■•• MTH (4) WO SCREWS (PRE -DRIL) INTO BEAM MO 2x 2 BOTH SIDES OF BEAM. . i , 5 SLOP BENT _ � • SLOPED D O O R PUT , I, , NOTCH BEAM AT BEAM B M SPACING ", . Ix L 1•111111M STRAP SPACING • ill ~ SUPER BE 1R THE BEAM SPACNG 2 x 2 ALONG SUPER CUTTER GUTTER %i L L , 1? 7 OA O.C. K B Ax SEAEAL GUTTER WALL AT PRESSURE TREATED CONNECTION Paint BLOCKING AT EACH BTRAP'LOCATIDN — - -- ----- CUSTOM ALUM At40LB Ornot4A y ALLOWABLE SPANS FOR SCREEN ENCLOSURE POSTS FOR REGIONS WITH WIND SPEED UP TO 120 M.P.H. POST SPACING 4' -0" 5-0" 6' -0 " 7' -0 " . EXPOSURE CATEGORY B C B C B 8 -0" SELF- MATING BEAMS C B C B C 2x4x0.044x0.100 13' -7" 11' -4" 12' - 2" 10' - 2" 11' - 1" 9' - 3" 10' -3" 8' -7" 9' -7" 8' -0" 2x5x0,050x0.100 18' -0" 13' -4" 14' -4" 11' -11" 13' -1" 10' -11" 12' -1" 10' -1" 11' -4" 9' -5" } 2x8x0.050x0.120 19' -2" 18' -0" 17' -2" 14' -4" 15 " -8" 13' -1" 14' -8" 12' -1" 13' -7" 11' -4" 2x7x0.055x0.120 21' - 18' - 19' - 18' - 2" 17' - 8" 14' - 9" 18' -4" 13' - 8" 15' - 4" 12' - 9" I. 2x8x0.072x0,224 30' -5" 25' -5" 27' -3" 22' -9" 24' -10" 20' -9" 23' -0" 19' -2" 21' -8" 17' -11" 2x9x0.072x0.224 32' -11" 27' - 8" 29' - 6" 27' -7" 28' -11" 22' -5" 24' -11" 20' -9" 23' -3" 19' -5" 2x9x0.082x0.310 37' -5" 31' -2" 33' -5" 27' -11" 30' -6" 25' -5" 28'.3" 23' -7" 28" -5" 22' -0" 2x10x0.093x0.369 43' -6" 36' -3" 38' -11" 32' -5" 35' -8" 29' -7" 32' -11" 27' -5" 30' -9" 25' -8" SNAP EXTRUSIONS 2x2x0.044x0.044 8' -4" 7' -5" 7 -9" 6"6" 7 -3" 6' -1" 6' -9" 5'- g•• 6' -3" 5' -3" 2x3x0.045x0.045 11'-8" 9' -8" 10' -4" 8' -7" 9' -5" 7' -10" 8' -9" ¢" 8' -2" 6' -10" • TE ALUMINUM BEAM ALLOY SHALL BE BQOFT'3PURUNS, ANGLES ANO CHANNELS ALLOY SHALL BE _ . . .. - General Notes and Design Criteria: 1, A screen enclosure le designed to be attached to a permanent base host structure of adequete structural capacity. 2. The homeowner /contractor shall verify that the base host structure Is In good condition and of sufficient strength to support the proposed additbn by hiring a professional installer. 3. The homeowner/contractor shall him a qualified professional to verify 4. Site specific engineering Is required for structures greater than thirty the feet. Roof sp the ta typical details. covered the span g pens greater than fHiy feet and/or conditions not by Pan tables 5. The 2007Florida Building Code is the bawls of design wind loading for the span tables as per Chapter 20, Table 2002.4 6. Maximum puffin spacing is 7 -0' for spans greater than 30 feet. Internal lateral bracing Is required for stability. 7. Mean roof height shall be less than or equal to 30 feet. The ridge of the screen enclosure shall not exceed the ridge height of the base host stricture. 8. The exposure category Is per site location. 'C" for structures along the caost and "B" for all others. 9. The basic wind speed is less than or equal to 150 MPH. The Importance factor Is 0.77. 10. The spans are based on an open building enclosure classMcation. 11. The typical details shown are Indicative of a standard Installation. The engineer of record shall verify the adequacy of the typical details. It 12. Certification extends only for the tabulated spans of the structural shapes listed. The engineer of record shall verify all other details Including overall stability. i. 13. Interpolation betwee listed member spacing is permitted. Extrapolation beyound the tabulated spacing is prohibited. PROJECT ADDRESS: . PATIO /POOL SCREEN ENCL i /99 4 -V4 MAl2/144 fin/ ✓E • DRAWING 1 OF 4 g REVISIONS COUNTY: LIYAL. -. . PERMIT NUMBER: PROJECT DESCRIPTION: t er��It� 1 , 4).S) Z E ' �' OCCUPANCY /USE TYPE: 'SINGLE FAMILY , d l I 7 MULTi- FAMILY ❑ INDUSTRIAL 7 COMMERCIAL ❑ OTHER: CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES LISTED. TYPICAL BRACING SCHEMATIC DETAILS FOR FULL MANSARD ROOF AND HALF MANSARD ROOF SCREEN ENCLOSURES HOST STRUCTURE ROOF PLAN ROOF PUN _ ROOF PLAN ROOF PLAN ATTACHMENT (TYPICAL) VIEW VIEW VIEW VEIN ROOF PLAN a► 0 O■r4 NI/ i g 0..... `4 j a ....1.2 \ ri X ► I/ 1I Qr1 >•�i A VIEW 12C IMO OBI < ■ ■NIO Ell < ■■ ■O am g /I■ ■RN► EI\ / I G ■O PrE►` OMR* MO RENNIN •■ < ► ■ ■ ■ ■ri MI E. 2x2BRACE liO�iO M M omit* Ns *sumo NIB ,2 (TYPICAL) +c, � ; END WAU �► ►i0■li0 MO 0111111111111111* Imo O \ ■�.1 IMO �6.1.0 I►ix ELEV ATION ►.a. ENO WALL \ � ENO WALL CHAIR RAL ELEVATION ..mo.. END WALL OMNI� ELEVATION POST 2 x 2 BRACE ELEVATION .,,,ammo. 0 ► 1111► I/ (TYPICAL) o....6...► FOUNDATION ENO WALL (TYPICAL) NOTE: 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOORJAMBS. ELEVATION ADO (1) K -BRACE OR (1) PANT OF CABLES FOR EACH 900 SQUARE FEET OF SURFACE AREA TYPICAL BRACING SCHEMATIC DETAIL TYPICAL BRACING SCHEMATIC DETAILS FOR HIP ROOF SCREEN ENCLOSURES FOR L -SHAPED HOST STRUCTURE HOST STRUCTURE • HOST STRUCTURE ATTACHMENT (TYPICAL) ATTACHMENT •1 (TYPICAL) • ROOF PLAN Od GIRDER ROOF PUN O ■NO ►�► �I �I �I en 011111/4 ��r ►�� , ROOF PUN E I► I, ; • i VIEW BEAM VEW /I► I ► :1111 g VIEW 5 0 ■■ 1■ ROOF FLAW ■EEO Ex II g I . /VIP A _ ■ rA NI■ VIEW ii./011 •1111 y(1 I 1 i 2x 2 BRACE 1I■ ■O /.W► C+1 / :I■►i►� ■► Ell .A rOr10 !O x O A ' T , • ∎►A■ ■Ors IA►l ` � - _ ENO VATIO own 2x 2BRACE liOliOr1►21 P261 END WALL v\ m ELEVATION ow ENO VMALL ELEVATION ,••, ELEVATION 45..HAR R AG END WALL 01011111/41% FOUNDA710N 2 x 2 BRACE ELEVATION . ...►,, FOUNDATIO (4 (TYPICAL) NOTE: WALL BRACING REQUIRED WL6IEN SCREEN ENCLOSURE NOTE 2 x 2 SCREEN CHANNEL IS ACCEPTABLE TO FRAME DOOR JAMBS. EKTENOS MORE THAN 11 - 0 FROM THE HOST STRUCTURE, ADO (1) N$MCE OR (1) PAIR OF CABLES FOR EACH 900 SQUARE FEET OF SURFACE AREA. • I I ALLOWABLE SPANS FOR SCREEN ENCLOSURE ROOF BEAMS - <= 12.0 M.P.H. BEAM SPACING 4' -0" 5' -0" 6' -0" 7' -0" 8' -0" SELF - MATING BEAMS 2x4x0.044x0.100 17' -3" 15' -5" 14' -6" 13' -0" 12' -10" 2x5x0.050x0.100 20' -3" 19' -0" 17' -8" 16' -10" 15' -0" 2x6x0.050x0.120 24' -4" 21' -9" 19' -10" 18' - 4" 17' -2" 2x7x0.055x0.120 28' -6" 25'-8" 23'-6" 22' -0" 20' -6" NOTE: ALUMINUM BEAM ALLOY SHALL BE C U "vl:j .. 1; 2x8x0.072x0.224 38' -6" 34' -6" 31' -5" 29' -1" 27' -3' PURLINS, ANGLES AND CHANNELS ALLOY SHALL 6GI 5 2x9x0.072x0.224 41' -8" 3T -3" 34'-0" 31'-6" 29'-8" MINIMUM THICKNESS • 0 040 INCHES. - 2x9x0.082x0.310 47' -4" 42' -4" 38' -7" 35' -9" 33' -5" 2x10x0.093x0.369 50' -0" 49' -3" 44' -11" 41' -7" 38' -1 SNAP EXTRUSIONS 2x2x0.044x0.044 10' -1" 9' -5" 8' -10" 8' -5" 8' -0" 2x3x0.045x0.045 13' -11" 12' -11" 11' -11" 11' -1" 10' -4" ►y a _� TYPICAL SELF- MATING BEAM SIDE PLATE CONNECTION DETAIL PATIO/POOL SCREEN ENCLOSURES 1 SELF-MATING BEAM PURLIN NOT SHOVAI (1) MB SCREW AT DRAWING 2 d14 g 0 0 0 BOTTOM REVISIONS 00 0 0 0 0 0 0 I O O O 00 I� 6 MN. 1 ALUMINUM PLATE 0.125' THKD( BOTH J SIDES NTH / (9)114' x 118' SCREWS ' „ l INTO EACH MEMBER BEING SPLICED. 5 z NOTE: DETAIL APPLIES TO GABLE, HIP, DOME, AND MANSARD CONNECTIONS. PUTS NAY BE L, INTERNAL OR EXTERNAL. USE 0.125' THICK PLATE ANO (12)1/4' SCREWS FOR 2 x 9. USE 02S g THICJ( PLATE ANO (16) 114' SCREWS FOR 2 x 10. • CERTIFICATION EXTENDS ONLY FOR THE SPAN TABLES SPECIFIED FOR THE STRUCTURAL SHAPES . Y, LAG BOLT wfI ` • Iikw) t-4.a 2 • FENDER WAVIER 12• • ; .24:':O:C. '/, x 4' TnR -eOL' C)�G: ?OR POF.Y ROOF 'Sy, i 2' PM (3) Mx y ? w1 I %,'• FE)I R oR TEKB eAcd WAVIER 24! (3) Id x P PiDL1 =RA©f • - ` - . iEoorPAW O.C. FOR TEKS FOR POI Y- ROOF • E/yCtl �d x I!� NON•INBUUTED 3k 12' ROOF 4K% ISW Ro01' PAN PAN 7111W -80173 • •DR - j / .. l THRU 411 I POLY -ROOF • NON- U V INSULATED POEFT Ri00P • ■. _ � PROM kaa.OG.'t.)' UCUP vi • 2 125 x MALP or MI / I NWTEK A NGIE w/ S.M.B. SiCREMS OR ( / I O x !K' 2 x S.T.A. Mace IFJfm • TEKS 12' BEAM qQ i 2 x rcefo x 3; 5,CRf %CRL'WS MtOM 1 BCHEDWLE 4x 4.0Rf x G • TV 2x2 FUROR ` oFOR MST - \ POLXROOP (G), (T). at (f UT ecnniO D CTER ' . .2x2'4 1x2 _ MATED al r. 3x3 Q 4 2x3 OR 3x3 OR i l Oa' M 5.5. Tc 4z P06T' , r• ... Cif 24 S0 �C. 1x25CREN (2) �/, x 2 i' _ EQUALS 2 x3. CHAN QR > 2 x ' 2 . x >. r ADD 2kd SCREWED TFiRU Y4 x 3yt 25'ANGLZ pR, ON EACH ANGIt ON 51QE or PQ BI` ' ... e lip . , yex4y=• .I I . SIDE O w/(2)' /IOx l y�. . _ ' / tU -BOLTS GRE11TQt . Borro or I 1 . 1' � . Frr ALUM: POST CAST BASE W (2) 2 x 2 x .125 ANGLE EACH ' 'tAP 1 N O T -BOLT THRU x2 SGRE!N CHAN 2 4 .0 ► WITHIN 6. OP Emi RSIDE OP Pt19T NEL �4';�aKt�c;Iwt� z ; slDt•oP P.os,T ;. 2% :� A. TAPCON oft W-x' 2A* DRIVE PINS OR' y x 2 I/• r - BOLTS TAPCONS OR y' x21417-BOLTS Roof Anchoring Details # X'h='s M.S. Spaced Com posite /Pans • 8 ' C. Both Sides Caulk All Expmed Screw Heads • Alternate Connection: Sealant (3) #8 Screws Per Pan With 1" Minimum Embedment Into / ./ ; Meader Extruded or Brake- Pogned ' Fascia Through Pen Boxed (0.044' Min. Thickness) • ay Be End 1 i• With Min. 1'/i' Bearing .Leg. r Intsenil Existing Rafter WI . , . . is 130 x 1 - 'h' Wood Or S.M.S. (2) Per A M o. o Roof Panel Rafter NIMIllow---1 x 1 K ' S.M.S. #10x Wood Or S.MS. A '• 12 O.C. #8 x•' /r • S.M.S. (3) Per Pan ion Existing Facia (BOTTOM) And (1). Q Riser 1 • N' D.C. VAX PROJECTADDRESS:. PATIO /POOL SCREEN ENCLOSURES _ DRAWING 3 OF 4 i • REVISIONS 1 COUNTY: . " P RMR NUMBER: P DESCRIPTION - . - jio 0 over Pool I i OCCUPANCY/USETYPE: D SINGLE FAMILY i 0 MULTI- FAMILY ❑ INDUSTRIAL ❑ COMMERCIAL s ❑ OTHER: ALLOWABLE SPANS FOR CARRIER BEAM W/ SOLID & SCREEN ROOF 31 0' SOLID ROOF SPAN = 8' - 0" EXP B : UP TO '120 M,P.H. SCREEN ROOF SPAN 20' -0' 24' -0' 28' -0" 32' -0' 3$' -0' 40' -0" • 10' SELF - MATING BEAM -8 ' 2x 6x 0.050 x0,120 11' -2' 10' -10' 10' -4" 9' -11' 9' -6' 9' -2" .10' 2x 7 0.055 x0.120 12' -9' 12' -3" 11' -8" 11' -2' 10' -9' 10' -4" -9 ' 2x 8 x 0.072 x 0,224 18' -9' 16' -T 15' -8' 15' -3' 14' -10' 14' - 6' .10' 2x 9 0,072 x0,224 18' -5" 17-9' 17- 2* 16-8' 16-3' 15' -9' -9' 2x 9x0.082x0,310 20' -0' 19' -4" 18' -8" 18' -? 1T -8' 17' -3' -4" 2 x 10 x 0,092 x 0,369 22' -11' 22' -2" 21' -5" 20' -10" 20' -3' 19' -9' 6' SOLID ROOF SPAN = 12 - 0' : EXP B : UP TO 120 M.P.H. SELF- MATING BEAM -11' 2x 6 x 0,050 x 0.120 10' -4" 9' -11" 9' -8' 9' -2' 8'- 10" 8' -7 ' -5 ' 2x 7 x 0.055 x 0.120, 11' -8' 11' -2' 10' -9" 10' -4' 10' -0" 9' - 8' 8 ' 2x 8x0,072x0.224 15' -8' 15' -3' 14' -10" 14' -6' 14' -1" 13' - -11' 2x 9x0.072x0224 17 -? 16' -8' 16' -3' 15' -9' 15' -2" 14' - 9" 0' 2x9x0,082x0.310 18' -8" 18' -2' 1T -8' 17-3' 16' -10' 16' -6' 2 x 10 x 0.092 x0.369_ 21' -5" j 20' -10' 20' -3' 19' -9' i 19' -4' 18' -11" SOLID ROOF SPAN =16' - 0" : EXP B : UP TOM M.P.H. SELF- MATING BEAM 2x6x0,050x0.120 9' -8' 9' -2' 8' -10" 8' -T 8' -4" 8' -1' 2x 7 x 0.055 x 0.120 10' -9" 10' -4' 10' -0" l7 -8' 9' -4" 9' -1' 2x 8x 0.072 x0,224 14' -10" 14' -8' 14' -1' 13' -T 13' -2' 12' -10' 2x 9 x 0,072 x 0.224 18' -3' 15' -9' 15'' -2` 14'•9' 14' -3' 13' -10' 2 9x 0.082 x0.310 17' -8' 17' -3" 16' -10" 16' -6' 16' -? 15' -9" 2x/0 0.369 20' -3" 19', -9' 1 19'•4" , 18' -11' 18' -6' 18' - 2" C C a 2 PROJECT ADDRESS: PATIO /POOL SCREEN ENCLOSURES DRAWING REVISIONS COUNTY: Z - W _ Z PERMIT NUMBER: T. PROJECT DESCRIPTION 1101!o �� ° Screened Enclosure I2 � OCCUPANCY /USE TYPE: 0 SINGLE FAMILY ❑ MULTI- FAMILY ❑ INDUSTRIAL ❑ COMMERCIAL ❑ OTHER: