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1089 MAIN ST - SCREEN ENCLOSURE 4 ';_ - �f f CITY OF ATLANTIC BEACH + = :• �' 800 SEMINOLE ROAD J . ' ATLANTIC BEACH, FL 32233 40,31INSPECTION PHONE LINE 247-5814 ACCESSORY - SINGLE OR TWO FAMILY ACCESSORY MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: ACC17-0043 Description: SCREEN ENCLOSURE OVER EXISTING SLAB Estimated Value: 6471 Issue Date: 6/14/2017 Expiration Date: 12/11/2017 PROPERTY ADDRESS: Address: 1089 MAIN ST RE Number: 170997 0000 PROPERTY OWNER: Name: PERRY BETH ANN Address: 1089 MAIN ST ATLANTIC BEACH, FL 32233-2623 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: LIFETIME ENCLOSURES, INC. Address: 5521 CHRONICLE CT QA VICTOR RANSONE ZIEGLERII JACKSONVILLE, FL 32256 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. „s=-�`.r,�, City of Atlantic Beach APPLICATION NUMBER 6S Building Department \ 800 Seminole Road (To be assigned by the Building Department.) r Atlantic Beach, Florida 32233 5445 AC Q 1 '7 -0043 _7_,,,, V Phone(904)247-5826 Fax(904)24 -5> Y 2 3 Z��J l''''4.-)11 E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us BY._ APPLICATION REVIEW AND TRACKING FORM Property Address: 1089 r Y l Acs ST Department review required Yes No LL c uildi • Applicant: �.-i(7.--e--” t iy (--7,- �6vcL LOS 02_6S .2Yriinning &Zoni Tree A ministrator Project: O Ej_ (Lr L.(3Zu Q ublic Works - 0 v. � 'ublic Utilities )((S ( it Cs . LA-6 •u: '_ ety Fire Services Review fee $ Dept Signature 1-°'v\ 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: �pproved. ❑Denied. (Circle one.) Comments: BUILDING /� � PLANNING &ZONING Reviewed by: Date: .2� 17 TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P _ WORK Comments: UB5- ZIL-r7 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. I (Denied. Comments: Reviewed by: Date: Revised 07/27/10 rSJay;yJ, City of Atlantic Beach APPLICATION NUMBER r)1410-* Building Department (To be assigned by the Building Department.) 800 Seminole Road `� Atlantic Beach, Florida 32233-5445 i -0043 Phone(904)247-5826 • Fax(904)247-5845 ? y E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us - APPLICATION REVIEW AND TRACKING FORM Property Address: F 089 M Alk) S j Department review required Yes No uildi Applicant: LLEE TI o(. E. wcLOS U anning &Zorn Tree Administrator Project: S GR A e_Lc3S U:2 blic Works � ublic Utilities 0 V �� k(S (1 ADC. S LIQ u Safety Fire Services 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. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: S72-4 f( 7 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 07/27/10 -1vv7City of Atlantic Beach APPLICATION NUMBER ��s .;- < Building Department to (To be assigned by the Building Department.) 800 Seminole Road u Atlantic Beach, Florida 32233-5445 >'ae , -0043 Phone(904)247-5826 • Fax(904)247-5845 ''�j;; 9r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: f 089 YV 1 Ai .) S( Department review required Yes No 1....-L 1 - uildir Y7 Applicant: .-L{ 7i 'n(**- -GLoU2E ' Pnning &Zoni Tree Administrator :ProjectSCS LLOZU a `blit Works �. � `'ublic Utilities 0 kC& ( t.ti�cti. S LJ-� -u; -_ ety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ['Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: Approved as revised. ❑Denied. PUBLIC WORKS Comments: �r0 PUBLIC UTILITIES / �' PUBLIC SAFETY Reviewed by: ntir Date: 6 *6"I') FIRE SERVICES Third Review: Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 07/27/10 '1- . rfs? CITY OF ATLANTIC BEACHy ; e S 1 800 Seminole Road OFF1G COSY Atlantic Beach,Florida 32233 ' Telephone(904)247-5800 FAX(904)247-5845 4J,31)r� • REVISION REQUEST SHEET OR CORRECTIONS TO REVIEW COMMENT Date: 0 S..L 11 Received by: LI Resubmitted: Permit Number: ACC 11^o043 Original Plans Examiner: Project Name: Project Address: 1.0 ACit rt S-k , Contractor: LL- , &NAOS Contact Name: Contact Pho Co tact e mail . Revision ' . - '-rmit Fee(s)Due: 50, Ot, Description of Proposed Revision to Existing Permit: a (-cp. DC af-E;bat A -For atfu.(.hi rb a nLt ) S-ku( ,.-( ctil .LXiStI\ S c.AA1Q Additional Increase in Building Value: $ Additional S.F. Site Plan Revised: Public W/U Approval: By signing below. I(print name) affirm that the above revision is inclusive of the proposed changes. • Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only Date: 6. 6' i? Approved: kr? Rejected: Notified by: Plan Review Comments: Departujent review required Yes No ��M11�// cpuilding} 1/) Planning &Zoning Tree Administrator Plans Examiner Public Works Public Utilities 6. 6'I7 Public Safety . Fire Services Date Created 4/13/16 Rev.3 ' �� CITY OF ATLANTIC BEACH �;) 800 SEMINOLE ROAD OFFICE COPY ATLANTIC BEACH, FL 32233 (904) 247-5800 '+Laril 9' BUILDING DEPARTMENT REVIEW COMMENTS Date: 5.30.2017 Permit#: ACC17-0043 Site Address: 1089 Main St.,AB Site 5521 Chronicle Ct.,Jax Review: 1 Address: RE#: Phone: 731.5580 Email: agoodwin*lifetimenclosures.com Applicant: Lifetime Enclosures, Inc. H-owner Beth Percy/241.9548 CORRECTION COMMENTS: These comments are from 1 of 4 departments that are reviewing this application. Please submit 2 copies of the attached affidavit. fig; v, .eo,- a .14c 1,,;.-1 q S .) Y tic itis 4-c a e S�c�l, c,4vvc i, I2-ec_' 6. s17 Mike Jones Building Inspector/Plan Reviewer City Of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233-5445 Ofc (904) 247-5844 Fax (904) 247-5845 E rr,ci, )-PcY Rut Pt,v C6er%VY‘0" --S / 3 '/ ' 7 ry?f"" 1 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 1O ct (\I Q n 9-f-R-e,* Permit Number: RQQ 7- 0013 3 Legal Description IO— I E(b4.00r ( IS- Parcel # N . l � /1 Area of Sq.Ft. q. t Valuation of Work $ (Q 1 L{''71 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): Ne Addition • teration Repair Move Demolition pool/spa window/door Use of existing/proposed structures) (circle one): Commercial Residential If an existing structure, is a fire sprin ,ler system installed? (Circle one): Yes No N/A Florida Product Approval # (�tt For multiple products use product approval form • Describe in detail the type of work to be performed: .e.e(r-17- c":410,10,SckR, Se j •j \i-1 T►nI . (JO Proper,_Owner;formation: Name: w. , i Address: 16,9 ra,,A.„,.. City ir., ��''_ , A Stat Zi ,3 Phone t • q E-Mail or Fax# (Optional) �/ ) / Contractor Information: • 0,90 e.t)t, ( 1 t"e '✓n'1 Pert e IaS0_ e 'Con- Lifetime Co L' '"" "` Inc.Com an Name: '7 (' 54ualifying Agent: r , 10,-(- - • .5521CfonieftLAddress: 9�t,}�jzzs6 City State Zip Office Phone Job Site/Contact Number # State Certification/Registration# Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address MAY 1 9 2017 Vfortgage Lender Name and Address 1pplication is hereby made to obtain a permit to do the work and installations as indicated I cellVy• nI has commenced prior to the ssuance of a permit and that all work will be performed to meet the standards of all laws regular+4 •f��7idtlr4y�"r , permit becomes null Ind void if work is not commenced within six(6)months, or if construction or work is sus,en�'{p�y r �� months at anytime after vork is commenced. I understand that separate permits must be secured for Electrical WoWl!iillu i , 3isl,�lAjunsiol.This s]",-Poo , rnaces, Boiler , Heaters, ranks 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. hereby certify that I have read and examined this ap 1 pnttystrlj know the same to be tru ,correct. All provisions of laws Ind ordinances governing this 1pe of work will be complied with whether specil'Itey©os/,ryf The granting QOM r Ahyi� not presume to give 'ray to violate or cancel the rovisions of any other federal,state. or local la j .4i alfa 11�yC�(ipn or the per` f yin Dr4y14J,jon. \S Fra 'i ' __AA SIO ' 'i o lt�g.20 ) i C`;•'�to N F..'1/ �t9F•. i Q.O�ro08.207j°i iSignature of 1�. tL.• .�_ _ :� OTARY _ _ v o 9• sAl • �, _ gl'g r®�C�Mtrtor ?runt Name k_ -�� .:�, P a�`c�h q` I?r it r�iec �h/— 17 a-1 • .,ate #FF°°' %Gill ,,N.• hiskro % Da s o f ��/r 1/fore me '�i,��s q F:...;� \Q ','.' ''6"• •F;•`•.o c 'be ore me ip o tiff/kik/if M ;f 1--- .4,,,, ,20 12 4,dd , wet, • a I. c t Notary r' blic Revised 01.26.10 OFFICE COPY . . AFFIDAVIT FOR ATTACHING A NEW STRUCTURE TO AN EXISTING STRUCTURE TO: Building Ins ection Dep ent,City of Atlantic Beach, 800 Seminole Road Home Owner: 4...5-(-L .:E(/.,I Name G /� V� ( o4.L:tl,: -!`_'1 l Si eet, ,ddr• s l 5 20 17 ;,i r, City. State and zip Code ,J /`' I Contractor: —' Permit Number 74-CZ 17 -OD Y 3 As the Contractor for the proposed new structure located at the above address,I have personally viewed with the above named home owner those portions of the existing structure on which portions of the proposed new structure are to be attached for structural support.I am confident that the drawings and details included with this permit application depict the existing conditions of the host structure,and the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration. The home owner has been advised by me that,in my best judgment based on experience and knowledge of structural adequacy,the members of the existing structure upon which the new structure are to be attached are sound with no rot or deterioration and will support all structural loads and forces imposed on them.By signing below,I hereby declare that I will hold the City of Atlantic Beach harmless and release it from any responsibility and liability for any adverse consequences or failures resulting from this work, and further that I will not initiate,execute or enjoin any legal action against the City of Atlantic Beach for such consequences or failures. A copy of this document will be recorded as an official record with the Building Inspection Department permit history so that any and all future buyers/owners of this property may be made aware of the status of work performed on this structure. Signed Date(.1_ / C/ /7 Before me this (5 day of In the County of Duval, State ,lorida, as personally appeared \\��+�t+uiilrrrr,,,�� ``. . \SSt N ,. i T-........4.:0-2o7).-4,:90.... herein by himself/herself and = i • A' 'P.' Aff tall state e s and declarations herein are true and accurate. = — / QuaL+� h: ke do 0----t , Si No :ry uis at Large, State of -r-z—___, County,ofd (.WGA ' Personally-ICtlpw or Produced Identification"' Type F:building/affidavit for attaching a new structure to an existing structure.docx 7/21/09 1 HOMEOWNER SUNROOM ENCLOSURE AFFIDAVIT OFFICE COPY 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 could include, but not be limited to, addition of any form of temperature control system 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. —own I have re.i this co .lete r.rm and nders. a I am receiving a Category doom.(I-V) Printed Name _�,��, /L Address 10 Jl > i v,-4- Signed: , �,`'`R410�O I N ,,,. r7 Before me this dayof �l _ in the County of Duval,Stat&ttF)' �onalli ap▪ peared — O c O� . \t' "r' Q statements and declarations herein are d accurate. =Q �`w� Cino ' If/herself and affirms all Notary Public at Large,State of County of �i .'•..CpppM; •''<C▪�C IPeD Known 0 or Produced dentification 0 ��i'//' SIA \\ , "���\ Type Sunroom and Screen Enclosure Requirements Category a II I Ill IV V Habitable Space o No No Yes Yes Foundation Walls<200plf Walls<200plf Walls<200plf can Walls<200plf Walls<200plf 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>750lb OR specific engineering load >750lb OR load>750lb 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 shallnot 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. apply. Wind Borne 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 c-=L,\ City of Atlantic Beach - _ APPLICATION NUMBER Building Department „ g (To be assigned by the Building Department.) 800 Seminole Roadsi ^---Si V ___ �� Atlantic Beach, Florida 32233-5445 rae _ 04 s.„,,___ : Phone(904)247 5826 Fax(904) 247-5845MAY 2 3 2017 J;l 9� E-mail: building-dept@coab.us 3 Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I 08OA A(k) J j Department review required Yes No J suildin Applicant: L_L( fl ry\(` )C1OSuEES fling &Zorn 12> Tree Administrator Project: SCR L=/U'e.Los0 -ublic Works V. --(2-. `.�'ublic Utilitie k(S L i,,uC, S C_A•6 -u: -afety Fire Services • Review fee $ Dept Signature • Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date 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: It<pproved. ['Denied. (Circle one.) Comments: oto drifialid 49004ed BUILDING PLANNING & ZONING Reviewed • Date: TREE ADMIN. Second Review: QApproved 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 07/27/10 /Off Ntielf/ree AZ/9- Ptiff .Let' /o2v7o -=-4/i40- Ate =-4LyQ b`ce2 6.7. S 5-2,,z -= d s3eaoyz oto,Axot Gil4,14/1 sc_rxi (- r 26f/ Ac, f(i oma = � - 9 �ch Ja. 6xP9 = - fltø,we.Il /ae� /bier r/, • NOTICE OF COMMENCEMENT (PREPARE IN DUPLICATE) Permit No. ` 7 '5 I Tax Folio No. State of County of To whom It may concern: The undersigned hereby informs you that improvements will be made to certain real property,and In accordance with Section 713 of the Florida Statutes,the following information is s ted In this NOTICE OF COMMENCEMENT. r' Legal description of property being improved: I 64— C.)0.11(41nQiQ IL, &I-tufts f - s I Address of property being improved: l t� 19_( % 1 r r Qs i1 LQlpS Dci ti , 3 zz( General description of improvements: 66 on Owner Gtipg 4 a.r4 Address /Ql pQE.611 DnVc V0 so/.P IY ,, Owner's interest in site of the improvement I OO o Fee Simple Titleholder(if other than owner) Name Address ,Mcw. If Contractor 5581 Chronicle Ct. Address lorkonvilk,gr.19.256 Phone No. Fax No. Surety(if any) Address Amount of bond$ Phone No. Fax No. _ Name and address of any person making a loan for the construction of the improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date• •one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY • .4 / y� Signed: •44 ' / /� f'Cf DATE L,(�(piJ1i4, Doc#2017115605,OR BK 17985 Page 2314, Bef. =this day of \�^In tf$J )O��rr//i� Number Pages: 1 C. • of Du al, t o Io ida,h e.pe,-onally appeared '' l qty, Recorded 05.17, �� litr �ttra�►bbION 2017 at 03:18 PM, himself/herself and affirms at all state =nts and dedaratl here q; 6 08'20 ' L Ronnie Fussell CLERK CIRCUIT COURT DUVAL ��A' are true and accura �` COUNTY NOTARY �N RECORDING$10.00 / = fEre • S., 06QJ GJCw-' P U B L I C��43•• o. Notary Publi =t Large,State of . County of T ,.+9F•F 0�•• Q My commission exp••es "' '�F `r" \� Personally Known �//i/for'F'�����\\ Produced Identification 1-►�— MAP SHOWING BOUNDARY SURVEY OF LOT 1 BLOCK 185 ACCORDING TO THE PLAT OF SECTION "H" ATLANTFC ;EACH 1 AS RECORDED IN PLAT BOOK 18 , PAGE(S) 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: BETH ANN PERRY, FIDELITY NATIONAL TITLE INSURANCE COMPANY AND WATSON & OSBORNE TITLE SERVICES, INC. o OFFIC N E COPY Approved By Permit Desk II Building Department City of Atlantic Beach, FL it— WEST PLAZA I -- (50' RIGHT—OF-1ti.4 Y) — — — NOT PHYS/CAL L Y OPEN 25'.i- OPEN APPROXIMATE TOP OF BANK DITCH FIBER 102' (R) OPTIC 101.83' (M) 6't \ 1/2"REBAR BAIO 1/2UR � ` APPROXIMATE TOP OF BANK ASSOC.SUR. ASSOC.OC.SUR. L.8.5488 — — L.B.5488 DRAINAGE _,Q co — .• o— MANHOLE yirr, In • 2'±0 `�s.. `° •NT 0.5.5' oo Q--fl --3o 0.9' N O) O N• • . •'"' •. •,GONG: • 20.2' V s. 2 28.3' a X:t 30.6' • cc)V �i 4.4' COVD fx_ co CONC. ---� 20.0' 1-STORY FRAME a p o 0.2' RESIDENCE 0 ` _ O 1\ � Op W/ 1.5'EAVES O o a NO. 1089 -� N^ m (/► 0 N A ' ' A N F.F. = (11.36) CO n 4 CONC. • a O 4 N 10' I 0 1 I COV'D . o J -J 24' `� CONC. `O 29.8' 19.9' ! /'� Q A/C ' /,j J PAD n,1 eP,n. • ELECTRIC f 9 v f 0.5' ��s' BOX O n13 `y • n 1/2 REBAR (--- erst-ta. — ASSOC.SUR. � c0.5' 1'1' L.B.5488 _ tz..�^uC ;....?c' 1/2" • 101.73' (M) --\'''—''''''----"••••-•"-- to 102' (R) LOT 2, BLOCK 185 LOT 2 BLOCK 186 ' J v E Y G 9-S 1. ANGLES ARE SHOWN FOR THIS EUNVE AL NOTEa: 2.STRUCTURE NO. 1089 SHOWN HEREON LIES NATHIN fL000 ZONE X AS 8E5 • N £XZ oo + .e) O o a c0 £XZ + r ZX6 1 -1+,.0-.8 — 1 — -1+„9-.1 A zXZA st L ti 1 weaq uej £XZ �. ("9 CL coCL M zXZ /+.,9-1L -/+110-2 ....- ZX I, ' V fn 730 N + £XZ o pC N s co 1 alc O1 R. N E CCCO C co g O N O= C 7 y y O + Ua 3�m 2 d o0., o N SCG.- ail n Cn tn2 ooca cU .�L N N O C ch OO N w v -.>9'n4 !I N V N C O CO N f0 L C CO ao"o COCO m EapV �imn `° £XZ m C co N J N L iC N U m O N C CSS O J 7Ui-,O> E gcn�� mn w no coN ° C C W y C y.f1 d'2 UV w ca rnU�-0 y• Zrn cN m 3 IS c O 0C 03S H a,-Q 3 c`nn 0 o 0 / \ Chapter 2 - Screen Rooms REFER TO TABLE 203 FOR ALLOWABLE SPANS a 0 CONCRETE FASTENING PER 0 CONNECTION DETAILS BY LL LOAD CONDITION(TABLE 207) 0 z 0 4" NOMINAL PATIO SLAB P a 4111 W/6 X 6 X 10/10 W.W.M. u 0 OR SYNTHETIC FIBERS AND VAPOR BARRIER ON WELL COMPACTED SOIL. (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.) z NM!, -J 5 w 00 w x u.. = u. 0 z 0 FOOTING DETAIL F1 z UJ (SCREEN WALL ON PATIO SLAB(ONLY) 2 a z w I- F- U-, All 2 REFER TO TABLE 203 F FOR ALLOWABLE SPANS o x CONCRETE FASTENING PER CONNECTION DETAILS BY LOAD CONDITION(TABLE 207) c a z 4"NOMINAL PATIO SLAB W/6X6X10/1O W.W.M. o OR SYNTHETIC FIBERS AND VAPOR BARRIER o ON WELL COMPACTED SOIL. 3 i - I (CONCRETE STRENGTH TO BE MIN.OF 2,500 P.S.I.) z o ar wIII � — i-+F Z- x-� •-x x_ • D r . . ,. . ., . J . ILI PI . on ` < w / /\/\/�/• F- c /j/ /\/ F- • ///�/\//\/ O 0 FOOTING I F WIDTH II REFER TO TABLE 205 I FOR REINFORCING } a FOOTING DETAIL F2 0 (PATIO SLAB W/MONOLITHIC EDGE FOOTING) 2 .. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 C Page 2 - 6 1 Chapter 2 - Screen Rooms DETAIL Cl UTILIZED FOR FOUNDATION CONNECTIONS WHERE NUMERIC VALUE IN PARENTHESIS FOR ALLOWABLE SPAN (TABLE 203) OF POST IS 1; AND, DOES NOT EXCEED SPACING VALUES IN TABLE 207 (TYPE I OR TYPE II). C1(a) IS A SPECIAL CASE WHERE SCREEN WALL IS FASTENED TO THE TOP OF A MASONRY WALL(REFER TO C1(a) NOTES BELOW). TO PLACE A POST ON A MASONRY WALL, IT MUST SATISFY TABLE 203, TABLE 207 AND TABLE 215. COLUMNS (POSTS/UPRIGHTS) MUST NOT a EXCEED ALLOWABLE SPANS IN TABLE 203. NUMBER IN PARENTHESIS IN TABLE 203 a INDICATES THE APPROPRIATE LOAD CONDITION DETAIL(Cl OR C2). o J U- LL O CONCRETE EXPANSION z ANCHORS BY 0 21/2"EMBEDMENT POST/COLUMN 2"X2"X1/8" U 2"X2"X1/8"ANGLE f ANGLE 2"LONG Ln 0 0 1X2 OB SOLE PLATE a r 4EACH#14 SMS Z �----INTO POST WEB . M i FACE OF SCREEN WALL z E III MI EDGE OF FOUNDATION D I I w PLAN VIEW SECTION(W/ 1X2 SOLE PLATE) I TYPICAL Cl POST/COLUMN AT FOUNDATION 6- WALL FACE PARTIAL ELEVATION o TYPICAL Cl POST/COLUMN AT FOUNDATIONEn in NOTES FOR CONNECTION C1(a): Z 1)C1(a)CONNECTION WITH ONLY 2 EACH 3/8"0 CONCRETE FASTENERS; w 2)COLUMNS MUST SATISFY BOTH COLUMN SPAN TABLE 203 a AND 215(THE LESSER OF THE TWO); Z 3)A 1X3 OB MAY BE SUBSTITUTED FOR THE 1X2 SOLE PLATE SHOWN. r 2.. 3., w , I I- 2X3 POST/COLUMN POST/COLUMN II r ' CENTER FASTENERS ON ,. , O FILLED TOP COURSE 2X2"X1/8"ANGLE 2 LONG H 2"X2'X1/8"ANGLE 2"LONG 3 2 EACH#14 SMS INTO POST 2 EACH#14 SMS INTO POST • • WEB EACH SIDE OF POST F • • WEB EACH SIDE OF POST ���� SOLE PLATE z MINNce ij p 1X2 OB SOLE PLATE �! / cc iii ' no o z 2 CONCRETE EXPANSION ANCHORS � , H 3/8"0 X 2V 'EMBEDMENT / (Ya"0 MAY NOT BE USED) 410 '// A 0 ______ U SECTION/ SIDE ELEVATION o / o cea w CC w CO TYPICAL Cl POST/COLUMN Cl 1-- 1-- CONNECTION CONNECTION DETAIL FOR 8"CMU WALL 2 0 z 0 0 N Allowable Post Heights(Spans [ft])for 2 Each 3/8"0 Concrete Fasteners 1 Table 215 Post Spacing in feet(Load Width) 2 zone psf 5.0 5.5 6.0 6.5 7.0 7.5 8.0 0 110 13 18.5 16.8 15.4 14.2 13.2 12.3 11.5 1 120 15 16.0 14.5 13.3 12.3 11.4 10.7 10.0 130 18 13.3 12.1 11.1 10.3 9.5 8.9 8.3 140 21 11.4 10.4 9.5 8.8 8.2 7.6 7.1 i MF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 2 - 10 ♦ I ..--- Chapter 2 - Screen Rooms 11 1" X 2" OB @ PERIMETER • NOTE #1 : USE 1/4"0 X 3"LONG LAG SCREWS INTO o WOOD HOST AND 1/4"0 X 2'/a" LONG CONCRETE SCREWS Si II INTO CONCRETE OR MASONRY CONSTRUCTION "� "" (1" EMBEDMENT TYPICAL) SPACING 24"O.C. AND WITHIN 0 6"OF EACH PERPENDICULAR MEMBER o a �; 1" X 1" X1/16"ANGLES 2" LONG WITH 2-#8 X 1/2" LONG 8 r S.M.S. AT EACH LEG TYPICAL EACH SIDE,TOP&BOTTOM) ilz z E 1111.111,11.111111& F- HOST STRUCTURE ELEMENTS . _LO • CL - Z . • K CONNECTION WITH EXPOSED FASTENERS i UJ O 1" X 2" OB @PERIMETER = 3REFER TO NOTE#1 -THIS SHEET c 2- # 10 S.M.S. FROM INSIDE FACE OF • a \ 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 o • ill IOB(1" EMBEDMENT MINIMUM.) w .i N 0 OT o U \Ir _L41TF:O; E #l ..THISSHEET \*\\ \. -.- a. co w • HOST.tTRUCTURE ELEMENTS . o F • a CONNECTION WITH CONCEALED FASTENERS O u ° PARTIAL ELEVATIONS / 1" X 2" TO 1" X 2" CONNECTIONS C3 2 Page 9 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGHWIND AREAS (2010 Edition) 2.0 Chapter 2 - Screen Rooms 1"X 1"X 1/8"ANGLES 2" LONG WITH 2- #8 X 1/2" LONG o S.M.S.AT EACH LEG LL (TYPICAL EACH SIDE, TOP&BOTTOM) 1" X 2-1/4"X 1/8" RECEIVING CHANNEL 172 O U./ 0 CHANNEL ALTERNATE POST/COLUMN z o w w CONNECTION W/ EXPOSED FASTENERS 4- # 10 S.M.S. FROM INSIDE FACE OF POST INTO SCREW SPLINES OF HOLLOW a GIRT(1-1/2" EMBEDMENT MINIMUM) GIRT OR re o FCHAIR RAIL 1110 O 'NM cc a ceLU 00 SELF MATING POST 0 I 0 z 0 0 = CONNECTION W/ CONCEALED FASTENERS >- 0 0 PARTIAL ELEVATIONS / GIRT TO POST CONNECTIONS C5 U 2 Page 2 - 15 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Chapter 2 - Screen Rooms ROOF PANELS (SELECT PER TABLE 201) I r;7// / / / / / / / /-7/2:7/2/7/://///7// o / / / / / / / / / / / / / / / / / o / / / / / / / / / /,/./ / / / / / / / / / / / / / / / / / / / / / / / / / 0 / / / / / / / / j / / / / / / / / / 0 / / / / / / / / L / L��LL o v 0 N E D S.M.S. INTO a 2"X 2" X.046" _� SCREW BOSSES F CONTINUOUS LL 0 HOLLOW POST ! o 1 n I w V� a HOLLOW POSTS W/ 2" X 2" HEADER k w ROOF PANELS(SELECT H 1----PER TABLE 201) _ J 0 H , a z c, 0 0 1 � z yj744444 --------- aw U --'.7 (4) #10 X 4" p a m 2" X 2" X.046" S.M.S. INTO m SCREW BOSSES 0 H H o SELF-MATING POST --I I� o N H I re SELF-MATING POSTS W/ 2X2 HEADER . 0 U POSTS TO SIDE WALL HEADER CONNECTIONS C6 b (PARTIAL ELEVATIONS @ WALL FACE) 2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 I Page 2 - 16 • Chapter 2 - Screen Rooms - Exposure B 0 0 'E 0 J LL LL 0 z 0 i~ Q V Allowable Wall Heights (feet) a 8" CMU Knee-Walls in Screen Rooms z by Exposure B Wind Zone Wall Heights: 110 120 130 140 150 160 a 8"CMU: 6 6 5 4.5 4 3.5 w Aluminum: 10 9 9.5 9.5 9 9.5 o Height Overall: 16 15 14.5 14 13 13 z 0 in w E a w 0 E, re ti., Concrete Slab Foundations&Monolithic Footings(Detai F2) Table 205 = Exposure B I-- Allowable Tributary Load Widths for Solid Roofs 1— n Total Bottom Solid Roofs/Screen Walls 0 1- Height(In) Width(In) Reinforcement 110 mph 120 mph 130 mph 140 mph 150 mph 160 mph 4"Nominal Patio Slab(only) 6'-83/4" C5'- 4'-8W 4'43/4" 3'-81/4" 3'-3" a a 8 8 1 Each#5 10'-51/2" 8'-63/4" 7'-4" 6'-51/4" 5'-9" 5'-01/2" J 8 12 2 Each#5 11'-8" 9'-61/2" 6-21/4" 7'-21/4" 6-43/4" 5'-71/2" a o 12 12 2 Each#5 15'-3" 12'-53/4" 10'-8W' 9'-43/4" 8'-4'/2" 7'-41/4" Lu p 12 16 2 Each#5 17'-73/4" 14'-51/4" 12'-43/4" 10'-10'/2" 9'-81/4" 8'-61/4" 16 16 2 Each#5 22'-5'/4" 18'-41/4" 15'-9" 13'-93/4" 12'-33/4" 10'- 10" z — 0 D Continuous Perimeter Concrete Footings Table 206 Exposure B o Allowable Tributary Load Widths for Solid Roofs w Height(In) Width(In) Reinforcement 110 mph 120 mph 130 mph 140 mph 150 mph 160 mph ce m 8 8 1 Each#5 5'-4" 4'-41/4" 3'-83/4" 3'-3'/4" 2'- 11" 2'-63/4" o 8 12 2 Each#5 7'-113/4" 6'-61/2" 5'-7'/4" 4'- 11" 4'-41/2" 3'-10'/4" 1- 12 12 2 Each#5 11'-113/4" 9'-93/4" 8'-5" 7'-4'/2" 6'-7" 5'-9'/4" z 12 16 2 Each#5 15'-113/4" 13'-03/4" 11'-2'/2" 9'- 10" 8'-9'/4" 7'-8'/2" 0 rsJ 0 16 16 2 Each#5 21'-33/4" 17'-5'/4" 14'-11W' 13'-11/2" 11'-81/4" 10'-31/4" 1- re ›- a O u • Page 2B - 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Chapter 2 - Screen Rooms - Exposure B , I 1 Allowable Roof Panel Spans for Screen Rooms (Type II) Table 201 Table 201a 110 MPH Wind Zone Exposure B a Design Panel/Skin Thickness 0 Industry Standard Products Load (psf) 0.024 0.032 3" Standing Seam (Riser) by 5 Rib 17.9 7'-11" 11'-4" C5 3" Composite (1 lb EPS Core X Skin Thickness) 17.2 11'-9" 13'-9" o a 4" Composite (1 lb EPS Core X Skin Thickness) 17.2 12'-11" 15'-3" 0 0 5" Composite (1 lb EPS Core X Skin Thickness) 17.2 14'-2" 15'-11" a z 6" Composite (1 lb EPS Core X Skin Thickness) 17.2 15'-4" 16'-8" z 3" Composite (2 lb EPS Core X Skin Thickness) 17.2 13'-9" 14'-11" J 4" Composite (2 lb EPS Core X Skin Thickness) 17.2 15'-3" 16'-5" UJ 5" Composite (2 lb EPS Core X Skin Thickness) 17.2 15'-11" 17'-7" ~ 0 6" Composite (2 lb EPS Core X Skin Thickness) 17.2 16'-8" 18'-9" o Table 201b 120 MPH Wind Zone Exposure B Design Panel/Skin Thickness a Industry Standard Products Load (psf) 0.024 0.032 z 3" Standing Seam (Riser) by 5 Rib 21.3 7'-3" 10'-5" E 3" Composite (1 lb EPS Core X Skin Thickness) 20.5 11'-' 12'-11 w 4" Composite (1 lb EPS Core X Skin Thickness) 20.5 12'-3" 14'-5" H D 5" Composite (1 lb EPS Core X Skin Thickness) 20.5 13'-4" 15'-1" o 6" Composite (1 lb EPS Core X Skin Thickness) 20.5 14'-6" 15'-9" H 3" Composite (2 lb EPS Core X Skin Thickness) 20.5 12'-11" 14'-1" a 4" Composite (2 lb EPS Core X Skin Thickness) 20.5 14'-5" 15'-6" z ce 5" Composite (2 lb EPS Core X Skin Thickness) 20.5 15'-1" 16'-7" 0 w J 6" Composite (2 lb EPS Core X Skin Thickness) 20.5 15'-9" 17'-9" ° Table 201c 130 MPH Wind Zone Exposure B z 0 Design Panel/Skin Thickness v Industry Standard Products Load (psf) 0.024 0.032 0 3" Standing Seam (Riser) by 5 Rib 25.0 6'-9" 9'-7" w ce 3" Composite (1 lb EPS Core X Skin Thickness) 24.1 10'-6" 12'-3" m 0 4" Composite (1 lb EPS Core X Skin Thickness) 24.1 11'-7" 13'-8" F 0 5" Composite (1 lb EPS Core X Skin Thickness) 24.1 12'-8" 14'-3" z 0 6" Composite (1 lb EPS Core X Skin Thickness) 24.1 13'-9" 14'-11" N 3" Composite (2 lb EPS Core X Skin Thickness) 24.1 12'-3" 13'-4" 4" Composite (2 lb EPS Core X Skin Thickness) 24.1 13'-8" 14'-8" Q.0 5" Composite (2 lb EPS Core X Skin Thickness) 24.1 14'-3" 15'-9" u 6" Composite (2 lb EPS Core X Skin Thickness) 24.1 14'-11" 16'-10" IAAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 1 Page 2B - 4 , Chapter 2 - Screen Rooms - Exposure B ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS in Screen Rooms TYPE II Table 202a (ASD)Applied Unit Load= 17.9 (PSF) Wind Zone= 110 MPH Exposure Category: B Alloy=600575/606116 Contributing Load Width/Spacing _ Single Extrusion Profiles 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" o 2 X 2 X 0.046"Hollow 5-3" 4'-9" 4'-5" 4'-2" 3'-11" 3'-8" 3'-6" 3'-4" O 3 X 2 X 0.050"Hollow 7'-0" 5-5" 5'-11" 5'-6" 5-3" 4'-11" 4'-9" 4'-6" J LL 3 X 2 X 0.072"Hollow 8'-8" 7-11" 7'-4" 6'-10" 6-5" 6'-2" 5'-10" 5'-7" 2 X 4 X 0.050"Hollow 8'-11" 8'-2" 7-7" 7'-1" 6'-8" 6'-4" 6'-1" 5'-10" z 2X4 SMB 8'-1" 7-4" 6'-10" 6'-5" 6'-0" 5'-9" 5'-5" 5'-3" O 2X5 SMB 10'-2" 9'-4" 8'-7" 8'-1" 7'-7" 7'-2" 6'-10" 6'-7" ~ 2X6 SMB 11'•5" 10'-5" 9'-8" 9'-0" 8'-6" 8'-1" 7'-8" 7'-4" v 2X7 SMB 14'-9" 13'-6" 12'-6" I1'-8" 11'-0" 10'-5" 9'-11" 9'-6" _ ON 2X8 SMB 22'-5" 20'-6" 18'-11" 17'-9" 16'-9" 15'-10" _ 15'-1" 14'-6" a Combination Sections ] 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11' -0" 12' -0" j 2X3 HT-i-1X2 OB 8'-3" 7'-7" 6'-11" 6'-7" 6'-2" 5'-10" 5'-7" 5'-4" z 2X4 HT-1-1X2 013 10'-2" 9'-3" 8'-7" 8'-0" 7-7" 7'-2" 6'-10' 6'-7" ' D 2X4 SMB+1X2 OB 9'-2" 5.4" 7-9" 7'-3" 6'-10" _ 6'-6" 6'-2" 5'-11" J Note: For Combination Sections,the 1X2 Open Back must be fastened to the accompanying edge beam w per special fastening elevation on Page 29. H w O z !ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS in Screen Rooa.s TYPE II Table 202b O n (ASD)Applied Unit Load = 21.3(PSF) Wind Zone= 120 MPH Exposure Category: B � Alloy 600575 606176ce = / Contributing Load Width/Spacing ' Single Extrusion Profiles 5'•0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" a 2 X 2 X 0.046"Hollow4'-9' 4'-4" 4'-1" 3'-9" 3'-7" 3'-5" 3'-3" 3'-1" z '' 3 X 2 X 0.050"Hollow 6' S1 5'-10" 5'-5" 5'-1" 4'-9" 4'-6" 4'-4" 4'-2" w 3 X 2 X 0.072"Hollow `-'77-17" 7-3" 6'-9" 6'-3" 5'-11" 5'-7" 5'-4" 5-2" re 2 X 4 X 0.050"Hollow 8'-3" 7-6" 6'-11" 6'-6" 6'-2" 5'-10" 5'-7" 5'-4" 2X4 SMB 7'-5" 6-9" 6'-3" 5'-10" 5'-6" 5'-3" 4'-11" 4'-9" u' x 2X5 SMB 9'-4" 8'-6" 7-11" 7-5" 6'-11" 6'-7" 6'-4" 6-0" ~ 2X6 SMB 10'•6" 9'-7" 8'-10" 8'-3" 7-10" 7'-5" 7'-1" 6-9" D 2X7 SMB 13'-7" 12'-4" 11'-S" 10'-9" 10'-1" 9'-7" 9'-2" 8'-9" i 2X8 SMB 20'-7" 18'-9" 17'-4" 16'-3" 15'-4" _ 14'-6" 13'-10" 13'-3" 1-- Combination Combination Sections I 5'-0" 6'-0" 7' -0" 8'-0" 9'-0" 10'-0" 11' -0" 12'-0" 2X3l-IT+1X206 7-7" 6'-11" 6'-5" 6'-0" 5'-8" 5'-4" 5'-1" 4'-11" 2[ 2X4 HT+1X2 OB 9'-3" 8'-6" 7'-10" 7.-4" 6'-11" 6'-7" 6'-3" 5'-11" a z 2X4 SMB+1X2 OB 8'-5" 7'-8" 7-1" 6'-8" 5-3" 5'-11" 5'-8" 5'-5'. -- Note:For Combination Sections,the 1X2 Open Back must be fastened to the accompanying edge beam 0 O per special fastening elevation on Page 29. w O ALLOWABLE SPANS for BEAMS SUPPORTING SOLID ROOFS in Screen Rooms TYPE II Table 202c z (ASD)Applied Unit Load = 25.0(PSF) Wind Zone= 130 MPH Exposure Category: B p Alloy =600 575/606 116 Contributing Load Width/Spacing V Single Extrusion Profiles 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" 10'-0" 11'-0" 12'-0" o • 2 X 2 X 0.046"Hollow 4'-5" 4'-0" 3'-9" 3'-6" 3'-3" _ 3'-1" 2'-11" 2'-10" ce 3 X 2 X 0.050"Hollow 5'-11" 5'-5" 5'-0" 4'-8" 4'-5" 4'-2" 3'-11" 3'-10" w cc 3 X 2 X 0.072"Hollow 7-4" 6-8" 5-2" 5'-10" 5'-6" 5'-2" 4'-11" 4'-9" u, 2 X 4 X 0.050"Hollow 7-7" 6'-11" 6'-5" 6'-0" 5'-8" 5'-5" 5'-2" 4'-11" co 2X4 SMB 6'-10" 6'-3" 5'-9" 5'-5" 5'-1" 4'-10" 4'-7" 4'-5" O 2X5 SMB 8'-8" 7'-10" 7'-3" 6'-10" 6'-S" 6'-1" 5'-10" 5-7" H' 2X6 SMB 9'-8" 8'-10" 8'-2" 7'-8" 7'-2" 6-10" 6'-6" 6'-3" zz 2X7 SMB 12'-6" 11'-5" 10'-7" 9'•11" 9'-4" 8'-10" 8'-5" 8'-1" o ___ X8 2SMB 18'-11" 17'-4" 16'-0" 15'-0" 14'-2" 13'-5" 12'-10" 12'-3" o Combination Sections 5' 0" 6' 0' 7'-0" 8' 0" L 9' 0' 10' 0" 11' 0" 12' 0" ~ 2X3 HT+1X2 OB 7-0" 6'-5" 5'-11" 5'-6" 5'-3" 4'-11" 4'-9" 4'-6" O 2X4 HT+1X2 OB 8'-7" 7-10" 7'-3" 6-9" 6'-5" 6-1" 5'-9" 5'-6" r. 2X4 SMB+1X2 O8 7-9" 7'-1" 6'-7" 6'-1" 5' 9" 5'-6' 5'-3" 4'-11" 0 o Note: For Combination Sections,the 1X2 Open Back must be fastened to the accompanying edge beam . per special fastening elevation on Page 29. 4 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 r Page 2B - 8 J N Chapter 2 - Screen Rooms - Exposure B a 0 o ALLOWABLE SPANS for Primary Members In Screen Walls(Posts/Columns) Table 203a LL. Wind Zone= 110 MPH Design Pressure: 10.0 PSF Exposure B C3 FOR Screen Mesh: 20/20 Mean Roof Height Less Than or Equal to 30 ft z Alloy:6005T5/6061T6 Load Widths or Spacing aPost/Column 4'-0" 4'-6" 5'-0" 5'-6" 6-0" 6-6" 7-0" 7-6" 8'-0" u 2"X 2"X 0.046"X 0.046"Hollow 7-1"(1) 6-911) 6'-4"(1) 6-111) 5'-1011) 5-711) S'-5"(1) 5'-2"(1) 5'-0"(1) N 2"X 3"X 0.05"X 0.05"Hollow 10'-5"(1) 9'-10"(1) 9'-4"(1) 8'-11"(1) 8'-6"(1) 8'-2"(1) 7'-10"(1) 7'-7"(1) 7'-4"(1) a 2"X 3"X 0.05"X 0.05"Snap 11'-211) 10'-6"(1) 9'-11"(1) 9'-611) 9'-111) 8'-9"(1) 8'-511) 8'-2"(1) 7-11"(1) E z 2"X 4"X 0.050"X 0.050"Hollow 12'-1"(1) 11'-4"(1) 10'-9"(1) 10'-3"(1) 9'-10"(1) 9'-6"(1) 9'-1"(1) 8'-10"(1) 8'-6"(1) i. 2"X 4"X 0.05"X 0.05"Snap 13'-411) 12'-7(1) 11'-11"(1) 11'-511) 10'-1111) 10'-6"(1) 10'-111) 9'-911) 9'-511) 2"X 5"X 0.050"X 0.050"Hollow 12'-6"(1) 11'-9"(1) 11'-211) 10'-811) 10'-2"(1) 9'-911) 9'-5"(1) 9'-1"(1) 8'-1011) tu 2"X4"X0.046"X0.10"SMB 10'-911) 10'-111) 9'-711) 9'-2"(1) 8'-911) 6-511) 8'-111) 7-10"(1) 7-7(1) ili 2"X5"X0.05"X0.116"SMB 13'-5"(1) 12'-811) 12'-0"(1) 11'-6"(1) 10'-1111) 10'-7"(1) 10'-2"(1) 9'-1011) 9'-6"(1) zz 2"X6"X0.05"X0.12"SMB 15'-0"(1) 14'-211) 13'-511) 12'-10"(1) 12'-3"(1) 11'-9(1) 11'-411) 10'-1111) 10'-7"(1) o 2"X7"X0.055"X0.12"SMB 16'-811) 15'-811) 14'-1111) 14'-211) 13'-70(1) 13'-111) 12'-7(1) 12'-2"(1) 11'-9"(1) tn Z 2"X8X.072"X0.224"SMB 31'-112) 29'-3"(2) 27-912) 26'-612) 25'-412) 24-412) 23'-6"(2) 22'-812) 21'-1112) a 2"X9"X.082"X.306"SMB 38'-11"(2) 37'-4"(2) 35'-5"(2) 33'-9"(2) 32'-4"(2) 31'-1"(2) 29'-11"(2) 28'-11"(2) 27'-11"(2) z 2"X10"X.092"X.389"SMB 45'-5"(2) 43'-812) 42'-212) 40'-9"(2) 39'-012) 37-6"(2) 36-112) 34'-1112) 33'-912) Lu r 3"X 3"X 0.090"Hollow 13'-511) 12'-8"(1) 11'-11"(1) 11'-5"(1) 10'-1111) 10'-611) 10'-211) 9'-9"(1) 9'-6"(1) re 3"X 3"X 0.125"Hollow 16-511) 15-9"(1) 15'-3"(1) 14'-9"(1) 14'-411) 13'-1111) 13-7"(1) 13'-2"(1) 12'-911) w 2 F- 1— .H O 2 i— ALLOWABLE SPANS for Primary Members In Screen Walls(Posts/Columns) Table 203b Wind Zone= 120 MPH Design Pressure: 12.1 PSF Exposure B aFOR Screen Mesh: 20/20 Mean Roof Height Less Than or Equal to 30 ft z Alloy:6005T5/6061T6 Load Widths or Spacing cc Post/Column 4'-0" 4'-6" S'-0" 5'-6" 6-0" 6-6" 7-0" 7-6" 8'-0" 0 Lu 2"X 2"X 0.046"X 0.046"Hollow 6'-611) 6-111) 5'-10"(1) 5'-6"(1) 5'-4"(1) 5'-1"(1) 4'-11"(1) 4'-9"(1) 4'-7"(1) 0 2"X 3"X 0.05"X 0.05"Hollow 9'-611) 8'-11"(1) 8'-611) 8'-111 7'-9"(1) 7'-5"(1) 7-2"(1) 6-1111) 6-811) 2"X 3"X 0.05"X 0.05"Snap 10'-211) 9'-7"(1) 9'-1"(1) 8-8"(1) 8'-4"(1) 7-11"(1) 7-8"(1) 7-5"(1) 7-2"(1) z 0 2"X 4"X 0.050"X 0.050"Hollow 10'-11"(1) 10'-411) 9'-1011) 9'-4"(1) 8'-1111) 8'-711) 8'-4"(1) 8'-0"(1) 7'-9"(1) u 2"X 4"X 0.05"X 0.05"Snap 12'-2"(1) 11'-6"(1) 10'-1111) 10'-7(1) 9'-1111) 9'-7(1) 9'-2"(1) 8'-1111) 8'-7(1) 0 2"X 5"X 0.050"X 0.050"Hollow 11'-4"(1) 10'-911) 10'-211) 9'-8"(1) 9'-3"(1) 6-1111) 8'-7"(1) 8'-4"(1) 8'-0"(1) a 2"X4"X0.046"X0.10"SMB 9'-7"(1) 9'-0"(1) 8'-7"(1) 8'-2"(1) 7-10"(1) 7'-6"(1) 7'-3"(1) 6'-11"(1) 6'-9"(1) w ce 2"X5"X0.05"X0.116"SMB 12'-3"(1) 11'-7(1) 10'-11"(1) 10'-511) 9'-1111) 9'-711) 9'-311) 8'-1111) 8'-811) w m 2"X6"X0.05"X0.12"SMB 13'-811) 12'-11"(1) 12'-311) 11'-8"(1) 11'-2"(1) 10'-9"(1) 10'-411) 9'-1111) 9'-811) O F 2"X7"X0.055"X0.12"SMB 15'-211) 14'-411) 13'-711) 12'-11"(1) 12'-511) 11'-11"(1) 11'-611) 11'-111) 10'-911) i- 0 z 2 "X8X.072"X0.224"SMB 28'-4"(2) 26'-8"(2) 25'-4"(2) 24'-2"(2) 23'-1"(2) 22'-2"(2) 21'-5"(2) 20'-8"(2) 20'-0"(2) O 2"X9"X.082"X.306"SMB 36'-112) 34'-012) 32'-312) 30'-9"(2) 29'-612) 28'-4"(2) 27-312) 26'-4"(2) 25'-6"(2) 1-1 N 2"X10"X.092"X.389"SMB 42'-9"(2) 41'-1"(2) 38'-11"(2) 37-2"(2) 35'-7(2) 34'-2"(2) 32'-11"(2) 31'-10"(2) 30'-9"(2) 3"X 3"X 0.090"Hollow 12'-3"(1) 11'-6"(1) 10'-1111) 10'-5"(1) 9'-1111) 9'-711) 9'-3"(1) 8'-1111) 8'-8"(1) 3"X 3"X 0.125"Hollow 15'-511) 14'-10"(1) 14'-411) 13'-10"(1) 13'-5"(1) 12'-10"(1) 12'-5"(1) 11'-11"(1) 11'-7(1) >a 0 u 1 Page 2B - 13 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 / Chapter 2 - Screen Rooms - Exposure B ALLOWABLE SPANS for SECONDARY SCREEN WALL MEMBERS Table 204 (GILTS OR CHAIR RAILS) FOR 110 mph Wind Zones Exp B Table 204a 20/20 Screen Unit Load= 10.0 psf o Load Width/Spacing Extrusion 4-0" 4-6" 5-0" 5-6" 6-0" 6'-6" 7'-0" 8 2X2X.046 Hollow 7-4" 6'-11" 6-7" 6-3" 6-0" 5-9" 5'-7" 2X3X.050 Hollow 7'-10" 7.-10" 7' 10" 7' 10" 7' 10" 7' 10" 7-10" 0 2X4X.050 Hollow 7'-10" 7' 10" 7' 10" 7' 10" 7' 10" 7' 10" 7'-10" p 2X3X.072 Holow 7-10" 7-10" 7'-10" 7-10" 7-10" 7'-10" 7-10" + a Maximum Spacing(Vertical)7 ft ac.;maximum allowable span 7'10") v ON PDR 120 mph Wind Zones Exp B Table 204b c 20/20 Screen Unit Load= 12.1 psf E Load Width/Spacing z z Extrusion '0" 4'-6" 5'-0" 5-6" 6-0" 6-6" 7-0" - 2X2X.046 Hollow 6-7" 6-2" 5'-10" 5-7" 5-4" 5'-2" 4'-11" D 2X3X.050 Hollow - ' 7'-10" 7-10" 7-10" 7'-9" 7-6" 7-2" Li, 2X4X.050 Hollow 7-10" 7'-10" 7-10" 7-10" 7-10" 7-10" 7-10" z 2X3X.072 Holow 7-10" 7-10" 7-10" 7-10" 7-10" 7-10" 7-10" F- u Maximum Spacing(Vertical)7 ft o.c.; maximum allowable span 7 10") z O FOR 130 mph Wind Zoe.es Exp B Table 204c 'cri ^ 20/20 Screen Unit Load= 13.7 psf E Load Width/Spacing w Extrusion 4'-0" 4-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" Z 2X2X.046 Hollow 6-0" 5-8" 5-5" 5-2" 4'-11" 4-9" 4-7" _ "' 2X3X.050 Hollow 7-10" 7'-10" 7' 10" 7' 7" 7-3" 6' 11" 6'8" 2X4X.050 Hollow 7-10" 7' 10" 7' 10" 7' 10" 7-10" 7' 10" 7'-10" rc 2X3X.072 Holow 7-10" 7-10" 7-10" 7-10" 7-10" 7'-10" 7-10" w Maximum Spacing(Vertical)7 ft o.c.; maximum allowable span 7'10") i- 1— 1— FOR 140 mph Wind Zones Exp B Table 204d D O 20/20 Screen Unit Load= 16.3 psf 1- Load Width/Spacing Extrusion 4'-0" 4'-6" 5-0" 5-6" 6'-0" 6-6" 7-0" 1- 2X2X.046 Hollow 5-5" 5-1" 4-10" 4-7" 4-5" 4'-3" 4-1" cc a 2X3X.050 Hollow 7-10" 7-7" 7-2" 6'-10" 6-7" 6'-4" z 2X4X.050 Hollow 7-10" 7-10" 7-10" 7-10" 7'-10" 7'-10" 7-7" cc 2X3X.072 Holow 7-10" 7-10" 7'-10" 7-10" 7'-10" 7'-9" 7-6" O Maximum Spacing(Vertical)7 ft o.c.; maximum allowable span 7'10") w d FOR 150 mph Wind Zones Exp B Table 204e 20/20 Screen Unit Load= 18.8 psf z Load Width/Spacing Extrusion 4-0" 4-6" 5-0" 5-6" 6'-0" 6-6" 7'-0" ,� 2X2X.046 Hollow 5'-0" 4-9" 4-6" 4-3" 4'-1" 3'-11" 3'-10" D 2X3X.050 Hollow 7-6" 7-1" 6'-8" 6'-5" 6'-1" 5'-11" 5-8" 0 O 2X4X.050 Hollow 7-10" 7-10" 7'-10" 7-10" 7-8" 7-4" 7-1" ce 2X3X.072 Holow 7-10" 7'-10" 7-10" 7-10" 7-6" 7-3" 6-11" a ce Maximum Spacing(Vertical)7 ft o.c.; maximum allowable span 7 10") m FOR 160 mph Wind Zones Exp B Table 204f O 20/20 Screen Unit Load= 21.4 psf ~' Load Width/Spacing I— O Extrusion 4-0" 4-6" 5'-0" 5-6" 6'-0" 6'-6" 7-0" • z 2X2X.046 Hollow 4-9" 4-5" 4-3" 4-0" 3'-10" 3'-8" 3'-7" 0 0 2X3X.050 Hollow 7'-0" 6'-8" 6-3" 5-11" 5-9" 5-6" 5-4" F 2X4X.050 Hollow 7-10" 7-10" 7-10" 7-6" 7-2" 6-11" 6-8" 2X3X.072 Holow 7-10" 7-10" 7'-9" 7-4" 7-0" 6-9" 6-6" Maximum Spacing(Vertical)7 ft o.c.;maximum allowable span 7 10") a 3 NOTE(Table 104):maximum span of 7' 10"governed by maximum post spacing of 8'0" ` Page 2B - 17 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 or • i N Chapter 2 - Screen Rooms a a COMPOSITE ROOF PANEL c7 (REFER TO TABLE 201) o U- 16 RECEIVING CHANNEL WITH z #14 X 3/4"S.M.S. @ 10"O.C. 0 TOP AND BOTTOM FA a • u 0 o cn • • 0 O• O 1 1 ° a D ' EXISTING MASONRY m FASTEN TO FASCIA WITH OR WOOD FRAMED a HOST 1/4"0 X 21/2" LAGS 12"ON CENTER STRUCTURE F ALONG HEADER . PERIMETER WALL 0,L Z NOTE: FASCIA MUST BE 2" NOMINAL, • o 1"NOMINAL FASCIA MAY BE c^. AUGMENTED TO 2". • ° cc . a COMPOSITE ROOF PANEL CONNECTION TO HOST FASCIA . . z G w = I- F D 0 _ I— WHERE PROXIMITY OF HOST EAVE PROHIBITScc INSTALLATION OF FASTENER INTO TOP OF PANEL,a • FASTEN PANELS @ BOTTOM W/6 EACH#14 SMS • PER PANEL(THIS APPLIES ONLY TO MAXIMUM p ° • '• ROOF PANEL SPAN OF 12'AND A ROOF HEIGHT J EXISTING FASCIA r OF 8',ALL OTHER APPLICATIONS REQUIRE SITE o • SPECIFIC ENGINEERING) .. e z_ a ' °• ' EXISTING MASONRY OR o o WOOD FRAMED HOST o o • o• . O o� oO O • o O STRUCTURE PERIMETER WALL OOo o 0 .a Oa w CO #14 SMS 10"ON CENTER EXTRUDED OR MINIMUM .040 THICKNESS o H THRU RECEIVING CHANNEL ROOF HEADER(A.K.A. RECEIVING CHANNEL) H INTO PANEL TOP AND BOTTOM WITH 1/4"0 X 21/z" LONG LAG SCREWS FOR zz LUMBER HOST 1 PER STUD-3/8"0 X 21/2" o LONG MASONRY SCREWS FOR MASONRY o COMPOSITE ROOF PANEL CONNECTION TO HOST WALL HOST @ 16"o.c. _ (2 )- a. 0 V i AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 2 - 34 - Chapter 2 - Screen Rooms - Exposure B \ 0 0 0 J LL LL 0 z #14(Y4"0)SMS with 1'/a"0 Fender Washers spaced in accordance with Table 216 for the o selected edge beam by roof panel load width iN (Maximum spacing 12"O.C.) rr � LL//7 /��r/ /// "-ry :::,/-7/77»7 7-7.:rJr •//////////////// �1J�L/LLL_111Z%LLL • /1. /�JLLLLL11J �LLLLI.44Z -LLLL1=-- Composite Roof Panels(refer to Table 201 for Allowable Spans) � a e Edge Beam(selected from Table 202) ce The tables marked Table 216 are arranged by the thickness("t")of the edge beam flange(penetrated by the#14 SMS). Screen Wall Post(select per Table 203) ce ce ce 0 ROOF PANEL FASTENING DETAIL #3 Alin o Lu O ce ALTERNATE DETAIL FOR THE CONNECTION OF w COMPOSITE ROOF PANELS TO SUPPORTING BEAMS 0 z 0 N H CD >- Q.a 0 V AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 Page 2B - 28