Loading...
HomeMy WebLinkAboutSUBMITTED PAPERS... .. ............ ....... ....... .. ....... . ........ ..... . .. Address:; 3717 S INDIAN RIVER DR 26354OS96.22FTOFN383.70FTOFS112OFSEI/4-LESS.RDAND,LESS Legal . ... ... . . D.es.cription, _FEC RR- (41) (OR 3682-16) Property Tax 04:,• 2426-431-0003-000-9 Lot No ;Site Plan Name- . .... .... .. . - .1316& No. Projea Name; Sleszvnski Setbacks Front, RightLeft: id e- . �1�61v f—,^1c_e_oSu1Zo57 71- c- c- HVAC Gas Tank �_.Gasiflping _:.Shutters: _Windb*sj.Ddots Electric Plumbing I Sprinklers I ..Generator Roof; Total Sq. .:Ft',Of.Coh8ti.Uttibn::, rBuilding: Cost& Construction. Utilities.' --::Sdwe seotic .H 61.ght, UR Name is __y_ RENE M CANTIN i.-PMAPY-oFLOASCREEN:BUILDERSS,INC': :F. lAdd202 'ress: "l'taVB1vd P ForEiierce, stat orlu 'A & 91A269 SM4AD-AVENUE r I IFM zipj66PPP; 9VPA qjo"VP n4: V tateL phoe�exU42 8.0364 Fax: :561.753.7634 wit. E-'Majj-..FLTRENDH6M IS@dMAILCOM P.hb.n6:.Nb. 661.753.7734 Fill in :fee simple Title: Holder on: next.:.page..(:rF:different M IL:FLORIDASCREENBUILDKIRS COMCAST.NET from the Owner . . listed above) V State:& County License: FL If value of construction s $2500W Moroi -a, RECORDED Notice .6f:Ci>mth*encettieiit:.is,r.eq,iiiied. ..... .... . . -.... .. ..... . ........ .. 11 #hiT ; . lr L$ °�+` " nE51GN ,,: WO � 01 ,� ER ENGINEER NotA ' licable Ply MORTGAGE COMPANY. Not -Applicable. Name; ..... iriame; ;;Address: Address: city: sta#: city: Ip. Phone: Zip:. Phon _ _State: e FEE SIMPLE: TITLEHOLDER: NOt Applicable. BONDING COMPANY: Not Applicable Name Name:.. .. . Address Address... Ci#y _. ..-- — Zip Zip _ . --Phone, — _ .. . OWNER/ CQNTRACTOR AFFIDVIT Application is hereby Made to obtain a`perrnit to lathe vuork and installation as indicated. I`certify:that no:ivgrk cir:instailation has commenced prior:to the=issuanee:+sf a perriiit: St. Lucie County ittakes no:represcntatior that is granting a permit.:�nriii auti graze the permit h Id :to build the subiect structure which is in canflici wi#h any applicable l•larne Owners Associatian rules, bylw� s.or and covenants that may. restrict or prohibit such structure<;Please:cansul#;with youFHorr►e 0wnersAssaciatlon acid rev�ew.your deed for.ijr restrictions which may. apply: lr consideration of the granting ofi't. requested permit, l da hereby agre.el hat I .Virill; in ali respects, perform the work in accordance with the approved: plans; thi' Flard..a Building Cades'and St ucieGa:unty.Ariendments: The follo�inng.biiiiding permit appiicatiansare ekempt from undergoing>a full:coneurreney. review>co..orri additlans, accessor.y'structures, Swiinming pools, fences, vans, signs, screen:rooms''and accessory uses to anothernon®residential use WARNING TO.OW NER Your failure to ecurd a Notice -of CdMrnencerrient may result'In payi4tw cefor improvements to your property A tice'of Commencement must be recorded an p sted on the iobsite before the firs€ inspection :If:you ` nd to. obtain financing, consult with,lender, _attorney before commencin vvork.Or:recOrdin r Notice of..comrnencement. . .......... .... .._ _ ... Signature:of Owner) Agent/ Le' Signature of Contra )license bolder STATE OF FLOFID/t STATEOF FLOR A. COUNTY OF PALM BEACH COUNTY OF PALM BEACH The r ng indiums acknowledge efore me. The fo.�r ng instrumen was acknowledge efore me Yo ji Y. this s�� day of,C/ , z.Y this a of 2fl( C RENE M CANTIN RENE M CANTIN _ {Name„of.pers.pp;acknowledging } jName pf person acknowledging ). ((Signature of Notary public 5t:ate df Florida } (Signature a of Florida } Personally Known:, )( OR Produced ldentifcacion,.�� Personally. Itnawn ��� OR Producedldenifieation Type,af identification Produced_ Type of dentificatiorl Produced" ;Commission No. DF n'No:. y RICHE SHERI RI SHER �' I Notary Public - Sta -• ' No Public - State o1 Florlda 4 On mm. xRevise 07J1 �/ QZ�l °;' Commission N F, 4� P My Commission �i F,F 09921A Revise '? 4fOc it i�0,. t REVIEWS FRONT: ZONING SUPERVISOR PLANS, VEGETATION: SEA TURTLE MANGROVE : DATE COl1NTER REVIEW REVIE1h/ REVIEW.: REVIEW REVIEW REVIEW RECEIVED DATE ..... _..._ _.. _. . COMPLETED /#7•.?�• Google earthfee, 200 meters 70 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL. 34982 Phone:(772)462.2172 Fax:(772)462.6443 REVIEW COMMENTS 1 PROPERTY INFORMATION Address: 3717 S Indian River Dr Owner(s): Andrew Sleszynski / Lisa Sleszynski City / State / Zip: Fort Pierce, FI 34982 Parcel #: 2426-431-0003-000/9 Jurisdiction: SAINT LUCIE COUNTY Zoning: RE-2 Lot#: Block: APPLICATION INFORMATION Permit Number: 1408-0427 Stories: Automatic Sprinkler System? No Permit Type: POOL ENCLOSURE CONTRACTOR INFORMATION Contractor Name: Rene M Cantin Fax Number: 561-753-7634 Business Name: Florida Screen Builders Inc Email: Floridascreenbuilders@Co Business Addr: 3269 Sw 42Nd Ave mcast.Net City / State / Zip: Palm City, FI 34990 REVIEWS AND COMMENTS Review Tvpe Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING COMPLETE Deanna Givens 8/29/2014 912212014 9/22/2014 Comment: FRONT COUNTER REVIEW Comment: PLANS EXAMINER REVIEW Comment: 9/20/2014 9/22/2014 Comment: 9/22/2014 Comment: ZONING REVIEW 9/2/2014 Comment: COMPLETE Deanna Givens 8/29/2014 8/29/2014 8/29/2014 INCOMPLETE Joe Cicio 9/19/2014 MUST DESIGN ALL ALUMINUM COMPONENTS, PLANS AND CONNECTIONS TO EXPOSURE C 1150 M.P.H. IS O.K. ] RE -SUBMIT ALL REQUIRED TABLES AND DETAILS FOR THIS APPLICATION IN DUPLICATE * PLANS WILL BE RE -REVIEWED * MANUAL PAGES 3-4 AND 3-10 HAVE BEEN REVISED SINCE 03/30/2012 * PLEASE SUBMIT CORRECT PAGES COMMENTS MAILED AND E-MAILED AS OF THIS DATE INCOMPLETE Jeffrey Johnson 9/2/2014 9/2/2014 9/212014 SHOW LOCATION OF SCREEN ENCLOSURE ON SURVEY AND PROVIDE SETBACKS TO PROPERTY LINES. rr�n�-s OCT 2 3 79r�4 Joe Cicio From: Joe Cicio Sent: Monday, September 22, 2014 11:25 AM To: floridascreenbuilders@comcast.net Cc: Joe Cicio Subject: Review Comments for Permit Number 1408-0427 Attachments: Report_FL_Review_Comments_Noncompliantjrf[2].pdf Dear St. Lucie County Permit Applicant, Please see the attached plan review comments which have been generated for your permit. As soon as we receive the modified plans and any additional required documentation back from the design professional, contractor or owner we will perform the additional reviews as necessary in order to complete the plan review process. Once the plans have been signed, by all applicable plan reviewers, we will move the permit forward either to the Fire Department or back to permitting for permit issuance. Thank you, Jasepk )K. Cicio Plans Examiner II Standard Building Inspector Building Plans Examiner One and Two FamilyDwellinglnspector One and Two FarnilyPlans Examiner St. Lucie County Planning and Development Services 772-462-1553 Please Note: Florida has very broad public records laws. Most written communications to or from County officials regarding County business are public records available to the public and media upon request. It is the policy of St. Lucie County that all County records shall be open for personal inspection, examination and / or copying. Your e-mail communications will be subject to public disclosure unless an exemption applies to the communication. If you received this email in error, please notify the sender by reply e-mail and delete all materials from all computers. n I REVIEW COMMENTS Page 1 PROPERTY INFORMATION Address: 3717 S Indian River Dr Owner(s): Andrew Sleszynski ! Lisa Sleszynski City / State / Zip: Fort Pierce, FI 34982 Parcel.#: 2426-431-0003-000/9 Jurisdiction: SAINT LUCIE COUNTY Zoning: RE-2 Lot#: Block: APPLICATION INFORMATION Permit Number: 1408-0427 Stories: Automatic Sprinkler System? No Permit Type: POOL ENCLOSURE CONTRACTOR INFORMATION Contractor Name: Rene M Cantin Fax Number: 561-753-7634 Business Name: Florida Screen Builders Inc Email: Floridascreenbuilders@Co Business Addr: 3269 Sw 42Nd Ave mcast.Net City / State / Zip: Palm City, FI 34990 REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released DOCUMENTS MISSING COMPLETE Deanna Givens 8/29/2014 9/22/2014 9/22/2014 Comment: FRONT COUNTER REVIEW . COMPLETE Deanna Givens 6/29/2014 8/29/2014 8/29/2014 Comment: PLANS EXAMINER REVIEW INCOMPLETE Joe Cicio 9/19/2014 Comment: MUST DESIGN ALL ALUMINUM COMPONENTS, PLANS AND CONNECTIONS TO EXPOSURE C [ 150 M.P.H. IS 9/20/2014 O.K. ] RE -SUBMIT ALL REQUIRED TABLES AND DETAILS FOR THIS APPLICATION IN DUPLICATE ` PLANS WILL"BE RE -REVIEWED " 9/22/2014 Comment: MANUAL PAGES 3-4 AND 3-10 HAVE BEEN REVISED SINCE 03/30/2012 . PLEASE SUBMIT CORRECT PAGES 9/22/2014 Comment: COMMENTS MAILED AND E-MAILED AS OF THIS DATE ZONING REVIEW INCOMPLETE Jeffrey Johnson 9/2/2014 9/2/2014 9/2/2014 9/2/2014 Comment: SHOW LOCATION OF SCREEN ENCLOSURE ON SURVEY AND PROVIDE SETBACKS TO PROPERTY LINES. EX'ST'CONCRETE WALL; DATA: - -0ESIGN PER TFIE 2010 F.B.CB ASCE7-10 FILE �1LTIMATE DESIGN 1N1ND SPEED: Vult 150'MPH COPY.,,.,IK CSIGNATEDORV 1 - - FYPr: _. ...... ........... ... 2t5 SMB DETAIL:NOTES, COLOR: - 3MHITE ROOF SCREEN; 20-20 � WALL SCREEN: 2G-20. � . 'NOTE: -ALL DOORSTOSESELFLATCHING - HANDLES'TO. BE 54•'FROM 70P OF FINISH FLOOR THESE PLANS AND ALL PROPOSED WORK AAE SUBJECT M ANY COMECTIOHS RECJIRRO BY FIELD RNSPEC TORS THAT MAY 13E NECED6lRY IN ORDER TO CDMPLY I KITH ALL APPLICABLE CODES. NCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBIUTY OF THE CONTRACTOR OF RECORD FRO OSET— sTLuc IE coUNTY BUILDING DIVISION :REVIEWED COMP REVIEWED BY DATE G • O/ PLANS AN ER IT MUST BE KEPT ON OB OR. NO INSPECTION WILL BE MADE FLCAMA,saaEEn BuLo s inc Bu • Sal ss' S. -7 .7734, FAX-S61-753-76U ANDYS LISA $LESZYNSKI 3269 SW 42 AVE, PALM Cm, FL3M990, 3717 S IND.IAN RIVER DR EMAIL: flor dascroen6uilders�comcestnet ST LUCIB COUNTY, FLORIDA WES97: noridascroe06ufldem.e STATE LICENSE:.CBC125a0U6 Chapter 3- Sdtiaened.Wa. 11s & Balconies Exposure'C; F`I L�E':.-C 9. .. - LL 0' z' o: N. a Z UJ. 2` O -z o:. w: m: z 3 The numbr'en pareothesisdenotes load condition for walls noflsupporting railing: For walls:with railing the default is load cdmition.2. x �a a> z` a a ui a 0. s. 3 M o-: U. LU . a: m' O' o' + z'. e:number in arenthdsis denotes load condition for•waDs not su p ppordng'railing: For Walls raping the default, condition 2 o „ N tc AAF GUIDE -TO ALUMINUM=CbNSfRUCTION IN HIGH MND,AREAS (20:10 Edition)-2.Y Page 3C -12 Allpwable'Spans:for Posts in Screen VI[alis Not'Supporting Roofs; AND, 0 Allo : 6005T5 6061T6 Post S ad Width-, 3, LL 2X4X:050" Hollow 9`-6"(1). 8'-11"(1);8'-1"(1) ; T-9"(1) T-5"(1) T�Z' 0 Allowable Spans foc ffrts in M. 2X4X.g50"Self-Mating Snap . Th Table 302e :9diowable Spans far• [iris imScreen Walls AiifSupp4rtlnp;Railing/Guards. ,.(For Giris`Supporting Rallirig/Guards useTable 3.OY} [RESIDENiiAL`OR COMMERCIAL;] For�Wind Zone 150 mph.. Exposure Category C. For•Screen Mesh14 1NIndload Design: Pressure: 19.6 1 s: , . • Ext[usion 1 Sectii5n '4' _ 0"' 4' _ S�� 5`.=:0•' ;5' -'6" 6 0'" 6' - 6" T 7"- 6 • 8' - 0"' 2X2X046''Hollow" .' S'-9"(iJ: 5'-5''(1) 5`-2"(i) _4'=11"{1) 4'- 4'-6"(1) 4'-4"(#) (1) ;4'-1"(1) 3X2X.050 Hollow:* 4 9'iiT. ;' 4'-7"(1): ,4'-5.'(1) " 4'-3"(1) 2X2X.046"Self-Mating Snap= .. 6'-5"(ij.. 6'-1"(T) 4'-.11"(1) 4'-9"(1)" 4'=7"(1), 2X3X050" Hollow T-10"(1) T-4"(1) 6'�11."(1). 6'-8"(1)6'-4"(1) ' 6'-1"(•1); 5'-:1'1'.'(1) 2X3X.046""Self-Mating Snap,: 7.'-11"(1) T-7"(1) . 7 3"(1) 6'-11"(1) • 6'-9"O 6-v(1)-6-v(1)' � 6`-3"(i) (1} 6'-l"(2) 5'-8"(2) , 2X4X.050"Self Mating 5pap= 10'�7"(1); 10'-0~(1) • 9'=6"(1,) $'-8"(2} 8'-4"(2): 8'-0"(2) T-4"(2) 7=6"(2) .. 2X4 Self -Mating Beam. T=8"(1) T=4 (1) :. ' .T " 1) 6'-9"(1). ` 6'-6"(1) 6'-3"'(1); 2X5 Self Madng_Beam.10'-3"(1) 9'�9"(1) 9'=3"(2)... '-10"(2 _ 8'-6"(2).. T-11"(2) T-8"(2).. 2X65e1f-MatingBeair.: 12'-2"(1) "1`1'=6"(2) ,10'-11(2) 10!=4"(2) ;9'- 9'-6"(3) 9'=2"C2) 2X7Self-Mating Beam_ ,12'-i"(2} 12'=4"(2) ..SS'-9"(2), 'i`-3"(2}' ,10'=SO"(2) i0-5"(Z) 10'-1"(2) 9`-9'(2).'. 2X8 Self -Mating Beam . 23'-9"{2) , 22'-5"(2} 3"(2) 20'-3"(Z)" 19 -5"(2) 19'-11'•(2) 1T-4"(2) `16'-10"(2)' Allowable Spansforposts d5creen Walls,Not:Siipportiing RoofsAl�D. _ Table 302 Screen Wa�Ls AbtSupportrig Railing/G7�ards (For Guts Supporting.Railing/GUerds use -Table 30'1) [RESIDENR/IL OR COMM9tCIA'L] For Wind Zone 160 mph:• 1=xposure'CategOry C 'For 5creen`Mesh: 18%14 ., Windload Cdesi` n Pressure: 22.3 ' Alloy: 6005T5 6061T6.. _ Post 5 acin Load Width " Extrusion] Section.5';- 0' 2X2X046" Hollow 5'-5"(1)_: 3X2X',050.Hollow * 5'-6"(1) 5'-2'(1) 4'-li'.(1) 4'=8":,(1): ,.4',6"(1): ' 4'-4';(1} 4' 2"(1) 2X2X.046":Self-Mating Soap 6'-1"(1) 5`-5"(1) 5'-2"(1) ' 4'-11"(`1); 4'-9"(1), 4'-7",(1) 4'=,5"(1)` 4'=4"(1), 2X3X.050" Hollow T-4"(1)r 6'-it"(1) 6'-6".(1)5'-4"(1 5' 2"(1). 3X3X.096':Self-Mating Snap .._ 7'3" 2X4Xa)5q".Hollow 8'=it"(1) 8'-5"(1) T-it!'(1) T 7"(1) (1) �.: 6'-li"(2) 6'-9"(2)' 6'-6"(2) 6'-3",(2) 9'-fl"(1); "9'-5"(1) 8'-11"(1) . 8'-6"{2) 8 2"(2); , T-10."(2) T-6"(2) T-3"(2), T-0,(2) . 2X45eIf:Mating,Beam" 8'=1"(.1) T-7"(i) T-3"(1) 61-11"(1) 6=4"(ij 6'-1"(1) 5`-9"(2) 2X5 Self-Mating,Beam 10'-2"(1) '9'-7"{1), . 9'-1"(2) 8'-8"(2) :. 8'-4"(2);' T-it"(2) T-8':(2) 7�-5"(2). .: T-2"(2) 2X6'Self-Mating Beam-5"(2) 10'�9„(2) 10`-2' (2) 9',9"(2): ' . `9'•-4"(2) � 8'-li"(2) . .8'-7"(2) 8'=A"(2) 8'=1"(2) 2X7 Self -Mating 12'-11"(2) 12'-Z"(2) . "11'=6."(2) � 11"-0'•:(2) :10'-6"(2)` 10'-1"(2) 4`-4'.'(2) 9'-5"(2): `9`-1"(2). 2X8 Self-Matin9 Beam Z2-4'"(2) 21'-0"(2) 19'-1,1"(2) 19'-0"(2) 18'-3"(2)' . 1T-69(2) 16'-:10'(2), 16'-3"(2) 15'-9"(2). Allowable Spansforposts d5creen Walls,Not:Siipportiing RoofsAl�D. _ Table 302 Screen Wa�Ls AbtSupportrig Railing/G7�ards (For Guts Supporting.Railing/GUerds use -Table 30'1) [RESIDENR/IL OR COMM9tCIA'L] For Wind Zone 160 mph:• 1=xposure'CategOry C 'For 5creen`Mesh: 18%14 ., Windload Cdesi` n Pressure: 22.3 ' Alloy: 6005T5 6061T6.. _ Post 5 acin Load Width " Extrusion] Section.5';- 0' 2X2X046" Hollow 5'-5"(1)_: 3X2X',050.Hollow * 5'-6"(1) 5'-2'(1) 4'-li'.(1) 4'=8":,(1): ,.4',6"(1): ' 4'-4';(1} 4' 2"(1) 2X2X.046":Self-Mating Soap 6'-1"(1) 5`-5"(1) 5'-2"(1) ' 4'-11"(`1); 4'-9"(1), 4'-7",(1) 4'=,5"(1)` 4'=4"(1), 2X3X.050" Hollow T-4"(1)r 6'-it"(1) 6'-6".(1)5'-4"(1 5' 2"(1). 3X3X.096':Self-Mating Snap .._ 7'3" 2X4Xa)5q".Hollow 8'=it"(1) 8'-5"(1) T-it!'(1) T 7"(1) (1) �.: 6'-li"(2) 6'-9"(2)' 6'-6"(2) 6'-3",(2) 9'-fl"(1); "9'-5"(1) 8'-11"(1) . 8'-6"{2) 8 2"(2); , T-10."(2) T-6"(2) T-3"(2), T-0,(2) . 2X45eIf:Mating,Beam" 8'=1"(.1) T-7"(i) T-3"(1) 61-11"(1) 6=4"(ij 6'-1"(1) 5`-9"(2) 2X5 Self-Mating,Beam 10'-2"(1) '9'-7"{1), . 9'-1"(2) 8'-8"(2) :. 8'-4"(2);' T-it"(2) T-8':(2) 7�-5"(2). .: T-2"(2) 2X6'Self-Mating Beam-5"(2) 10'�9„(2) 10`-2' (2) 9',9"(2): ' . `9'•-4"(2) � 8'-li"(2) . .8'-7"(2) 8'=A"(2) 8'=1"(2) 2X7 Self -Mating 12'-11"(2) 12'-Z"(2) . "11'=6."(2) � 11"-0'•:(2) :10'-6"(2)` 10'-1"(2) 4`-4'.'(2) 9'-5"(2): `9`-1"(2). 2X8 Self-Matin9 Beam Z2-4'"(2) 21'-0"(2) 19'-1,1"(2) 19'-0"(2) 18'-3"(2)' . 1T-69(2) 16'-:10'(2), 16'-3"(2) 15'-9"(2). Chapter. :i Screen Enclosures= Exposure` C • a o. ALLOWABLESPANS for,Purrirts Table lU2- U- Q z 18%14 Screen Far Wind Zone 150•mph Fxp G:. Table 102e- . O Maximum Sparing 8"ft.. Sloln.ku has .Rise:= tfC '. INaiI He ht =8 ft O z M ¢. w r H a a: O L w o> 181M.Screen' For Wind Zone 1,50 mpli FxpC; Table 162e z Mabmum S acin ..8 ft l6 m Purains Rise = 4,ft Walime� ht —lift Purlin S acin In Feet_,_ Self -"Mating (or Lap) Beams= 'S' 0" 5 6" 6' 0" 6.. 6 7" 0" T 6" 8' 0" ai ZX 3 X 0.050 XI0.050 Hollow ' 5'-4" 4'-11's 4`-6" 4-0" T-'7" , 3'-0" 2'-5" 2 X-4 X:0.046 X 0.100 SMB: 5'-2" 4�10"' 4`-6" 4'-1 ' NA NA NA 0. ..._ .... . 2141 . Q.050 X 0.050 Hollow. ' 5'-1L 5 7 5'-i" .. 4'-8'.' 4'=2' .. 3 -7" 3 0" Z X 3X'0.072X 0 072 Hollow_ b' 11? 6'-6" 6'-0" 51-1" 4'-7" h'-1" 2 X S X O O5Q X, D Ii6 `SMB 8'-O" .6'-1I" 6'-7" .6°-3 5'-11" 5'-6"' 2 X 5 X Q,O50 X O.OSO'Nollow. 8' 0" 7 6'-3".. 5'-10:" NA NA: . 2 X 6 X70.0W X 0.120 SMB' 8' 0" 8-0.' 8-1}". 7`-7"` 7r2' 6 9' ' .. 6' 5" O . 2 X :7 X; 0.055 X>0.120 SMB 8 0" ...... 8' 0 8 0' .: S'-0." 8;-0 . 7 "10'''' ..- . T-5" 18 14 Screen For Wmd Zone 150 mph Exp C Table 102e: Mazlmum S aelrt 8 "ft Sb m Purliiis Rise = 4•ft . WW1 Hei" ht =14 ft O. Purlin S acimin Feet u Self Mating;(or',Lap) Beams 5 0" 5' S" 5' 0" , :6' G" Z' 0" .. 7 6 8' ;0" n . 2 X 3 X; O.Q50 X 0:050.Hollow 4'-W 4'-r 3'-9" 3'-1"' ',4" NA; NA, a w 24(�4k004sX'03005ME8 4'8" i. 4'-4 NA NA NA NA NR. . w. 214 X:0.050 X 0.,050 Hollow 5'=5" 41" 4'-4" 3 4 Y-0" X-2" 0'-io" 00 Z X 3 X; 0;072 X 0.072 Hpllow b'-4'" ` 5 -10'" 5'-4" 4'-9"' 4"-2" B"-6 2+_8". b H 2X'SX,0OSO- X0'116SMB.� 6'"10" V.V. Z 0 '2X 5 X; tl 050 X 0.05tl HollgvJ' 8.'-0° 6 -7 6`-:i," NA' " .NA: NA 'NA c N 5' 8' 2X•7X0.055X0:12( SMB! 8T=0" g,_O." S,_0, O: PY AAF- GUIDE TO ALUMINUM CONSTRUCTION M HIGH WIND AREAS polo :Edition) 2.1 Page 1.c - 1�2' Purlin 5 acin in�F..eet Seif--Mating (or" Laq) Beams;; 5: 0"_ 6"<6" T 0" 7` 6" : B' 0" 2 X 3 X 0.050 X.O.g50.Hollow . 5'-i0" S-6". $' 2" 4'=3" ,4'-S' 3'-8" 2 X 4 X'0:046 X:Oa00 5M6 _ 4'_l." NA 2 X 4 X:0.050 X 0.050 Hollow 6'-6" 6'-2" 5'-5" $`-0" 4,_7" 4�_2" ' 2 X 3 X; 0.072X 0.072,Hoilow 13'-Q" T-4"' 6'-S'' 5`-11" S' 6" ` 2 X 5 X.`0.050 X=0:116 SM6 8'-0" $'-0" T-0" 6'-5" S'-9" - 2.X 5 X:0.050 X O.050 Hollo4v .. 8'-0"$'-0" ; Z'=3" i" 5�-:6" . b' 2 X.6 X.0.050 X;Oi120 SMB'. • 8'-O" 8'�" B,,Un 8'^0" 7,-9" 7'_5"' T-1" 2X'7X':0.055X:0:120SMB' ,.__-8r-0" 8.0" 8'•0"... 8'-0" 8'=0;' 8'-0" 8-O" r Chapter, -Screen' Enclosures- Exposure C a 0 0 Allowa:bfe"Spa.ns'for Mansard Beam wikh a Rise:;=af 4 ft Maximum) Table 101O,8 LL 0 18/14 Screen Mesh Wall Height 8ft Roof Design Pressure 5.4 psf Wind ZQne 1$0 m" h.Ex osure C 1Na11'Desf n;Pressure 19,fi. sf 5005f5A11o' _ _ B.eam.Soacing in.FeetLn Self -Mahn or Ca Beams , 6„ T 0,, TO p„ ul a 2'X. '6 X: 0050 X;'0.120, SMB NA NA NA NA. NA. NA NA z , 2:X 7 X "0 055 X.0.120 SMB - NA 'NA: NA NA. NA NA ". NA' �. Z;_X 8 X .0 072 X.0 224 SMB 25' 10" 22-11" 20'=4" 1T l" 15' 6`.' 13'-2." uw 2? X" 9 X.':0082""X 0 3.06: SMB 38.'-8"." 36' 1° j 33'-1!)." , 31'-8" 29'-6"_ 2T-5" 25'_6,t... o z 2 X 10 X::0.092 X'0.374 SMB . 40'-0" 40'-0"' .' 40, :0" 40`.-0," 3.$' 9"` 36�-10" 3S'-0" g Chapter i �,5creen"Enclosures EXposure:C ALL�INABLE SPANS .for P,. unary MemberssIn!Screera Walls"(Posts%Columns).; Table 103Q LL L Wind Zone,#. .15U' MPH Design Pressure:: 19 6 PSF Exposure C 0 FOR Screen Mesh 1$ FQR°:6005T5, or 666'1T6 A9oy.. Load Witths:rlr S acira S Post /'Column 4' (1'" 4' 6'' S'-0" 5'-6" G'=0" 6'=6" T40" T 6" 8,01 4 ' 6' 4' 4". _ 4.'=2' 4.'.' 3'-11"....:3' 9" 2".X3" X Q.05" X O 05" HoDOw . T 5" T40" 6'-i3" 6 4l 64... .. : . 2" X.3" X 0:05' X 0:05" Snap $'-1" 7' 7" 7'-2` 6'40': 6' 7" . 2' X 4"X 0.Q50" X 0.050 Ho➢ovV'. 8 7: 84 7-8 . 7 4ii -9 6; 6 6' 4' 1`' Q X,O,.QS"$flap 9, 6�'.. $' 11n 8`46": 8'-2!r 7`-4" T 6" T-3" 6'-11" ,''6 f' 9' 2" X'5"1,X tl 050".X Q 050" HOIfoW $'-11" $�' T=11" Ti7" T-3lr 6''11° 6!49" ... 6' 6" .. -.:i ::6'-4" O " •", 2" X.4" X O, Q46" JC 0.10" SMB , i, $ 1:: -I �! 7 8 1 ,y T-B- (- rl-•1 6 11• 1, 6 -7. j.:-,l 611 i ,r 6 =1 1- li S.'11 r ,l . 21, .59)(D :05" X:Q,116" SMB 10'-1'' 9` 6r' 8' 11" 8'=7" 8'-2i 7�-11t, 7_7,r .... 74. 9'i 10 2" 9'-8" $i_2„ ;_• i! : 7 11. . 71 2' X:T'.X'0;055" X O.1Z'' SMIi 12'=A" lY'.4" 10',4„ 10'=3„ 9'=1D" 9`-5" ' S:.=1" 8' 9" 8' 6" i w... z 2' X'$" X 0:072"X 0.224" SMB 22%4" 21=1" -,19'-11" .. 1$'.-3" , 17:.=6" 16'=11" 16'-4' `:15' 10" . 2" X`9" X 0 082 X 0 306" SMB: -28' 3" . 27' 2" 25`=9" 24'-7" 23'.=6° 22[:-7" 21' 20 �' :.' 32' SI" 3D' 6r 29'=]" 27'-10" Z6'-9", 25'410", 24'-11" O , ALLQWNABLE'SRANS, f6r Primary Membr.0 In SCreetr; Wa118 (P.osts/columns) Table 103f Wind Zone>= ls0 : MPH Design Pressure 223 PSF Ezpsure;C :: FOR.ScreerrMesh. i$ 4;a w FOR,.,;6005T5 6r 8061T6 A9oy .:: Load Widths gr Spaohg Posh Column: % 4'�0":. 4'-6" . 2" X 2'' X.0.046" X .0 045" HoYpuu:. 4`-11" 4' 8" �f,_61i 4,_3;, 7;­,=0' 4.1,1 341". ...3,_9,r. 3'-8' -. 3� 6" o , 2" X3" X.OrOS" X Q.05,"`Holloyv.:: 6' ;1T'," 6' 7" 6_31, S=11" 5'-$" 5' 6" 5`3"" 5'-1" 4'-11"' 3 2" X 3.n X 0XV X 0.'05" Snap ', T-Z'.' . T-1" 6r�9:": 6"-3" 6.'=Z" 5'-11" 51-8'.' . 5` 6 r 5' 4" rz' _ O.OSU" Holbv(` $, .#r!`. T I`! 7, 3'' ... 6' ] 1° 6 ^7,r 6, ,r 6' 1" .. 5r_ .t r . 5� g,! w n rr u 2 X 4 X 0:05 X D.-OS.' Snap :_ , �r $ 1i , ri- 8 =S r iu 7 11: r n 7:-8 ! n- 7'-4 n 7 0 r: y, 6 =9 i n 6: 6 r n 64 p. 2„ X 5':"X 0.050.'". X 0.05.Q" Hp9ovu.: 8'4" 7' 10 " ... (.' 7". " 6'=1", a ... 0:046 X,O; 0" ,SMB ::. 7' 71'' ` T-2" •6'-9" G'-6'.' . 6'-2" 5'- it .:5'=11" .'::: w lr " tr I, 2..X.5 XO:05;XOaifi '5M6 ' "n 1 II 9 5 _ r h $�11, Y ,1 8-5_ i ,1 8;0; . , II 7-$ ', r 7=5 T41 6,'ll I " fi $ m n a ii 2 X`6 X O,tlS. X 0.12, SMS: r ,i; 10d . ," .9 6: r rt 9-1: r i, 8•=8 8'-3 7-1'1 7;<$ 7-5 i t 7: 2 :. 2„X12;' SMB :` 13'-3"' . i0'=T:' 10'-1" 9' 7" 9' 2" 8'-10" 8,_6rr g 3" T411° z 2" X $" X,0,072"X 0.224" SMB`; _ 20'41" 19'= 1$`-9i' 1Ta0` 17=111 16 5" A5' '10" ' 15' 4" 14': o.... 2" X 9" X bb82''.X 0.306":SMB.:. 6'-1'1" ,75`-5!` 24;-2, 23'-0" 2 '-0" 2Q'-5" 9' 8" 2" X 1tl"-X 0:097" X Or3B9" SMB,, - 31'-7° 30'r2'i . 28";.7"` 27r Tn , :26-1" .21-2�`, 25'-1" 24'-2" 23:.' 4" IV 7". L. 'COrpky to A AAF GUIDE TO.ALUMINUM CONSTRUCTION IN.HIGH WIND AREaS {ZQ10 ' dltlon)' 2 1 Page 1C = 148' Chapter 1- Screen Enclosures- Exposure C ALLOWABLE SPANS for SECONDARY SCREEN WALL MEMBERS Table 204 (ARTS OR CHAIR RAILS) FOR 110 mph Wind Zones Exp C Table 204a 18/14 Screen Unit Load= 10.7 psf I nad Width / Snarinn Extrusion 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" V-6" 7'-0" 2X2X.046 Hollow 7-1" 6-8" V-4" 6-1" 5'-10" 5'-7' S'-4" 2X3X.050 Hollow Y-10" 7'-10" 7-10" T-10" ' 7-10" 7-10" 7-8" 2X4X.050 Hollow T-10" 7-10" T-10" 7-10" 7'-10" T-10" 7'-10" 2X3X.072 Holow 7-10" ' T-10' T-10" 7-10" 7-10" 7-10" T-10" Maximum spacing (verncai) 7 Tt o.c.; maximum allowable span 7' lu") FOR 120 mph Wind Zones Mcp C Table 204b 18/14Screen Unit Load= 12.6 psf I nad Width / Snarinn Extrusion 4'-0" 4'-6" 5'-0" 5'-6" 6-0" 6'-6" 7'-0" 2X2X.D46 Hollow 6'-5" 6'-1" 5'-9" T-6" T-3" 5'-0" 4'-10" 2X3X.050 Hollow 7-10" T-10" T-10" T-SO" 7-7" 7-3" 7'-0" 2XV.050 Hollow 7-10" T-10" 7-10" T-10" 7-10" 7-10" 7'-SD" 2X3X.072 Holow T-10" 7-10" T-10" 7-10" T-10" 7-10" T-10" Maximum spacing (Vertical) 7 tt o.c.; maximum allowable span T 10") FOR 130 mph Wind Zones Exp C Table 204c 18/14Screen Unit Load = 14.5 psf Load Width / Snacinn Extrusion 4'-0" 4'-6"L7'-10" 0" 5'-6" 6'-0" V-6" 7-0" 2 (2X.046 Hollow 5'-10"ET-10" 3" 4'-11" 4'4' 4'-7" 4'-5" 2X3X.050 Hollow 7'-10" 8" 7'-4" T-0" V-9" V-6" 2X4X.050 Hollow T-10" 7'-10" 7'-10" 7'-10" 7-10" 2X3X.072 Holow T-10" 10" T-10" Maximum Spacing (vertical) 7 ft o.c.; maximum allowable span 7' 1011) FOR 140 mph Wind Zones Exp C Table 204d 18/14 Screen Unit Load = 17.1 psf toad Width / Snarinn Extrusion 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" V-6" 7-0" 2X2X.046 Hollow 5'-3" 4'-11" 4'-9" 4'-6" 4'4' T-2" T-11" 2X3X.050 Hollow 7'-10" 7-5" 7-0" 6'-8" 6'-S' 6'-2" T-11" 2XV.050 Hollow 7-10" 7'-10" 7-10" T-10" 7-10" 7-8" 7-5- 2X3X.072 Holow, 7'-10" 7'-10" 7'-10" 7'-10" T-10" 7'-7" 7-3" Maximum spacing (verucai) 7 rt o.c.; maximum auowabie span i' 1u••) FOR 180 mph Wind Zones Exp C Table 204e 18/ 14 Screen Unit Load = 19.6 psf I nad Width / Cnnrinn w._ Extrusion T-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" T-0" 2X2X.046 Hollow 4'-11" 4'-8" 4' 2" 4'-0" 3'-10" T-9" 2X3X.050 Hollow 7'-4" 6'-11" 6'-7" 5 2X4X.D50 Hollow 7'-1D" 7'-10" - 7'-SO" 7'-6" 7-2" 6' -11" 2X3X.072 HOIOW 7' 10" 7'-10" 7' 10" 7'-8" 7'-4" 7'-1" 6'-10" Maximum spacing (Vertical) 7 ft o.c.; maximum allowable span 7' 1D") FOR 160 mph Wind Zones Exp C 18/14 Screen Unit Load = 22.3 psf 1 nad Width / Snarinn Table 204f Extrusion 4'-D" 4'-6" 5'-0" 5'-6' 6'-0" 6'-61 7'-0" 2X2X.046 Hollow 4'-7" 4'-4" 4'-2" Y-11" T-9" 3'-7" 3'-6" 2X3X.050 Hollow V-11" 6'-6" V-2" 5'-10" 5'-7" 5'-5" 5'-2" 2XV.050 Hollow 7'-10" 7'-10" 7'-8" 7'-4" 7-0" 6'-9" 6'-6" 2X3X.072 Holow 7'-10" 7'-IV' 7'-7' T-2" 6'-11" 6'-7" 6'-5" Maximum spacing (vertical) 7 tt o.c.; maximum allowable span 7' 10") NOTE (Table 104): maximum span of 7 10" governed by maximum post spacing of 8' 0" 1 tr COPY i !r. O F- O z 0 C ry s K O O AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.1 s \ Chapter 3 - Screened Walls & Balconies- Exposure B General Notes for CHAPTER 3: SCREEN WALLS AND BALCONIES 1) Extrusions assumed to be alloy 6005T5 or 6061T6 unless otherwise noted. 2) Handrail/Guard integrated into screen walls per FBC 1607.7 3) For the purposes of these specifications, Residential is defined as one or two family dwellings (refer to Exception 1, FBC 1607.7.1) 4) There is no Table 303 (Girt Spans). Chair Rails (a.k.a. Girts) spans are included in Tables 301 & 302. 5) Tables which have numeric entries versus scalar variables (e.g. spans vs. load widths, or spans vs. wall heights) may be interpolated. 6) `Approved Masonry Fastener" for connection to foundation must meet the following specifications for 21/2" embedment into 2,500 psi (minimum) concrete: a. 3/8" 0: allowable tension 1,055 #, shear 1,716 # b. 1/4" 0: allowable tension 567 #, shear 394 # AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.11Page 3B -0 Chapter 3 - Screened Walls & Balconies General Notes for CHAPTER 3: SCREEN WALLS AND BALCONIES 1) Extrusions assumed to be alloy 6005T5 or 6061T6 unless otherwise noted. 2) Handrail/Guard integrated into screen walls per FBC 1607.7 with allowable stress increase permitted by FBC 1607.7.1.3. 3) For the purposes of this guide, Residential is defined as one or two family dwellings (refer to Exception 1, FBC 1607.7.1) 4) There is no Table 303 (Girt Spans). Chair Rails (a.k.a. Girts) spans are included in Tables 302. 5) Tables which have numeric entries versus scalar variables (e.g. spans vs. load widths, or spans vs. wall heights) may be interpolated. 6) "Approved Masonry Fastener" for connection to foundation must meet the following specifications for 21/2" embedment into 2,500 psi (minimum) concrete: a. 3/8" 0: allowable tension 1,055 #, shear 1,716 # b. 1/4" 0: allowable tension 567 #, shear 394 # 7) Maximum Mean Roof Height is 30ft AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 v CD w i i m 0 C m 0 D r C 3 z �c 0 z 2 0 z z z D N O O m ❑. 0 N O @COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA SIZE VARIES Lb C8 POST SPACING 3 3 REFER TO TABLE 302 /g�� UCTURE HOST STRUCTURE PERIMETER (TYPICAL) -SELECT PER TABLE 302 BY WIND ZONE C5 GUARDRAIL DESIGNED 3 USING TABLE 301 BY LESS THAN 4" WIND ZONE INSIDE CLEAR �I�IN I�IIIIIIIl CTION OR BA/FOUNDATION OR BALCONYPICKETS// C3 3 3 BALCONY SCREEN WALL WITH GUARDRAIL CHAIR RAIL HEIGHT @ 42" (COMMERCIAL) OR 36" (RESIDENTIAL) /Lu/ / vn W � / J W w g o O//H �O = �6 Q Z O V)m = 0 in� ©COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA a d cn m w w SIZE VARIES C6 C8 POST SPACING G) 3 3 REFER TO TABLE 304. rn H ST ��L �LLLLLLLLLL I STRUCTURE O C / � /W/Ln C / L x OB PERIMETER %�� w f�D J BY WIND ZONE %�/ = W W ael CHAIR RAIL (GIRT) U) z ��' F- = g cn iOR 304 BY WIND ZONE /o� J o c /Ln m O CL FMa Q zDESIGNED Ln m '-' �" o Qo z w 00 a /77 n ,.,OPTIONAL KICK,-W, EIGHT VARIES N 0 OPTIONAL KICKPLATE HEIGHT VARIES/ t F777777777 / m cDn C3 CZ C3 3 3 3 N O O m 0 SCREEN WALL ELEVATION (WITHOUT GUARDRAIL NOT SUPPORTING ROOF) v N O :i�i�as�i�i�i�assi�i�i�:'••:'•i�i�iiiiiiiii;:iii;:f J H z w 0 U Z C V) w Ce 2" I\ TYPICAL SECTION Chapter 3 - Screened Walls & Balconies NOTE #1; USE 3/8" 0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 3/8" 0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER "'*1 HOST STRUCTURE ELEMENTS 1"X2" OB @ PERIMETER FASTEN PER NOTE #1 FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE(304) ADDITIONAL GIRTS SHALL BE ADDED TO XINTAIN A MAXIMUM VERTICAL SPACING IR HORIZONTALS OF 96" POSTS SIZES PER TABLE 302 BY WIND ZONE ;ICKPLATE RAIL (GIRT) - SELECT fY WIND ZONE FROM TABLE 302 POSTS 302 BY WIND ZONE KICKPLATE RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 302 SOLID KICKPLATE (OPTIONAL) FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (302) IX2 OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN TO FLOOR OR FOUNDATION W/ 1/4"0 FASTENERS 1" EMBEDMENT @ 24" O.C. / SCREEN WALL WITHOUT GUARDRAIL (NOT SUPPORTING ROOF FOUNDATION OR BALCONY a 0 0 u- w 0 z 0 U O U) z J ¢ w x F- w 0 z 0 in Lu w a z w w x I— D O x a Z O O 2 z_ 0 w U Z) O O a w w m OO E- 0 z 0 N 2 K a O O; AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 3 - 4 Chapter 3 - Screened Walls & Balconies 2X3 COLUMN SHOWN, SIZE 2 COLUMN PER TABLE 302 SCREEN (OR o �KICKPLATE) LL 0 2"X2"X1/8" ANGLE EACH SIDE z 2 EACH #14 SMS EACH 3/8" DIA CONCRETE ANCHOR SIDE (1" O.C. MIN.) W/2" EMBEDMENT (MIN.) (TYPICAL) 0 0 0 Ln a � 2" MINIMUM Z F.. LL 0 o COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1 C1 14 LOAD CONDITION #1 3 w a z w NOTES: 1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION 2) CONNECTION C1 APPLIES TO SCREEN WALLS ONLY SEE C2 = FOR WHEN SUPPORTING GUARDRAIL F- E- 0 F- 3 a z 0 2X4 COLUMN SHOWN (MINIMUM SIZE o COLUMN FOR LOAD CONDITION #2) PER TABLE 302 z w u FASTEN POST TO CONCRETE WITH 2" X 2" X 1/8" 0 THICK ANGLE BY 2" LONG W/ 2 EACH #12 SMS ii INTO POST AND 1/4"0 CONCRETE ANCHOR W/2" ®® it EMBEDMENT (MIN.)(TYPICAL EACH SIDE OF POST) w m O Z N O SCREEN FASTEN SOLE TO POST USING 2 EACH #10 SMS FROM SOLE INTO INTERNAL SCREW SPLINES OF POST (OR, FROM POST INTO SOLE PLATE); OR, WITH 1" X 1" X 1/16" ANGLE 2" LONG AND 2 EACH #8 SMS INTO EACH MEMBER 2" MINIMUM O ' N 2 COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 2 o LOAD CONDITION #2 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 3 - Screened Walls & Balconies 1' X 2 OB @ PERIMETER pj REFER TO NOTE #1 - THIS SHE PICKETS MAY BE 1" SQUARE Ce (ISN# 5) AT 4-7/8" (Max) O.C. o OR, 3/4" SQUARE (ISN# 13) LL AT 4-5/8" (MAX) O.C. (SEE 0 a'w .` FASTENING NOTE BELOW)z � I I ; ? 1" X 1" X.1/16" ANGLES 2" LONG WITH .w 248 X 1/2" LONG S.M.S. AT C� LEG u TYPICAL EACH SIDE, TOP 8< BO OM) „ Q uj NOTE #1: USE AT X 3" LONG LAGS INTO = ` HOST STRUCTURE ELEMENTS I � WOOD HOST AND 1/4"0 X 21/4" LONG o CONCRETE SCREWS INTO CONCRETE OR z f ° MASONRY CONSTRUCTION (1" EMBEDMENT &, TYPICAL)/ SPACING 24" O.C. AND WITHIN vu_'i 4" OF EACH PERPENDICULAR MEMBER z CONNECTION WITH EXPOSED FASTENERSLu s ILL"2cff'COPY ......- 1 X 2 OB @ PERIMETER , is M REFER TO NOTE #1 THTS HEET 0 z # 10 S.M.S. FROM INSIDE I ~ .• :,_ .. V1`• I FACE OF 1 X 2 OB INTO; I I SCREW SPLINES OF€1 X`2 B PICKETS MAY BE 1 SQUARE a a z,' '' (1" EMBEDMENT MI IMU .) (ISN# 5) AT 4-7/8" (Max) O.C. Z OR, 3/4" SQUARE (ISN# 13) 0 ul.' AT 4-5/8" (MAX) O.C. (SEE o � }�.� REFER TO NOTES FASTENING NOTE BELOW) 0 THIS SHEET 1" X 1" GUARDRAIL PICKETS o FASTENED TOP AND BOTTOM W/ 2 w EACH #10 S.M.S. 1" EMBEDMENT Lu HOST -STRUCTURE ELEMENTS ° NOTE #2: IN SCREEN WALLS W m WITHOUT GUARDRAILS, PICKETS 0 o , NOT PRESENT. ALL OTHER o - ATTRIBUTES OF DETAILS APPLY. z CD CONNECTION WITH CONCEALED FASTENERS a PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS C3 ° 0 Q PICKET FASTENING: #10 SMS BY 1" EMBEDMENT 3 INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR 3/4" PICKET. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 3 - 6 Chapter 3 - Screened Walls & Balconies 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 1" X 1" X 1/16" ANGLES 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG (TYPICAL TOP & BOTTOM) SELF -MATING HORIZONTAL (GIRT) F— (TYPICALLY HOLLOW SECTION W/O GUARDRAIL) \.cY� 1, T PICKETS MAY BE 1" SQUARE (ISN# 5) AT 4-7/8" (Max) O.C. OR, 3/a" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE O`,• I I II I I I FASTENING NOTE BELOW) II CONNECTION W/ EXPOSED FASTENERS 1 X 2 OB @ PERIMETER FASTEN PER NOTE #1 \ 4 - # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW \\ I SPLINES OF GIRT (V EMBEDMENT MINIMUM). I SELF -MATING HORIZONTAL (GIRT) ` • `� I I (TYPICALLY HOLLOW SECTION W/0 GUARDRAIL) \�I \'\I — ------ — — — — UJ NOTE #2: IN SCREEN ` . WALLS WITHOUT \.\. GUARDRAILS, PICKETS \\��-\ I I NOT PRESENT. ALL \ I I OTHER ATTRIBUTES OF �\ DETAILS APPLY. O\ I I I I I I PICKETS MAY BE 1" SQUARE \\ I I II II (ISN# 5) AT 4-7/8" (Max) O.C. OR, 3/a" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) CONNECTION W/ CONCEALED FASTENERS PARTIAL ELEVATIONS / 2 X 2 GIRT TO 1 X 2 CONNECTIONS rC4 PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR 3/a" PICKET. 14W AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 3 - Screened Walls & Balconies /HQS,T' TRUCTU E,EL ', /,�• .: it • .W ` i / ' �' •' ; " / ' I li 1" X 1" X 1/16" ANGLES 2" LONG WITH 248 X 1/2" LONG S.M.S. AT EACH LEG TYPICAL EACH SIDE, TOP & BOTTOM) REFER TO NOTE #1 - THIS SHEET 0 NOTE #1: USE 1/4" 0 X 3" LONG LAG SCREWS INTO WOOD HOST AND 1/4" 0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION 1-1 X 2 OB @PERIMETER i;',• i (1" EMBEDMENT TYPICAL) SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER CONNECTION WITH EXPOSED FASTENERS REFER TO NOTE #1 - THIS SHEET 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF 1 X 2 OB (1" EMBEDMENT MINIMUM.) 0/ REFER TO NOTE #1 - THIS SHEET I-1 X 2 OB @ PERIMETER �II CONNECTIO WITH CONCEALED FASTENERS PARTIAL ELEVATIONS / 1X2 TO 1X2 CONNECTIONS rC6 A Revised 3/30/2012 Page 3 - 9 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 3 - Screened Walls & Balconies A USE 1/4" 0 FASTENERS FOR ,PERIMETER X 2" B. (NOTE#1) 2" X 2" X 1/8" ANGLE EACH SIDE W/ 2 EACH #14 S.M.S. 0 USE 3/8" 0 FASTENERS THRU 1" X 2" O.B. AT TOP AND BOTTOM OF POSTS. SELECT COLUMN AND POST END FASTENING CONDITION PER TABLE 302 BY WIND ZONE POST END TO HOST FASTENING C8 (PARTIAL ELEVATION @ SCREEN FACE) 3 NOTE: IN SCREEN WALLS WITHOUT PICKETS MAY BE 1" SQUARE (ISN# 5) GUARDRAILS, PICKETS NOT PRESENT. ALL PI KETS (Max) O.C. U RE SQUARE OTHER ATTRIBUTES OF DETAILS APPLY (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) SW" CT COLUMN AND C?$T END I F)4 ENING CONDITIO PE i TSB E 302 BY WIND Z M" X 2" X 1/8" ANGLL s AcH SIDE W/ 2 EACH #14 S.MS. SCREEN p 3/8"O CONCRETE ANCFjOR W/2" MIN. EMBEDMENT (FOR LbA� CONDITION 1) itL G INTO SOLE PLA iE'... ! �lX2 OB' Sit PLATE ^ 2500'PSi CONCRETE' s _ .14" DIA'ApPRONED CONCRETE^ANCHORS @ , 24" O.C.' ANb WITHIN ' OF CONNECTING. MEM BERG (2;' .EMBEL)MENT TYPICAL) ' POST TO FOUNDATION FASTENING C7 (PARTIAL ELEVATION @ SCREEN FACE) 3 PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICKET SCREW SLOT(S), 2 EACH END FOR 1" PICKET, 1 EACH END FOR 3/A" PICKET. A Revised 3/30/2012 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 GENERAL REQUIREMENTS 1) SCOPE: The prescriptive methods presented in this construction guide provide wind resistant de- signs and construction details for various types of aluminum framed patio and accessory struc- tures, lumber framed utility sheds, secondary covers for mobile home roofs, glass enclosures (which may also be known as "sunrooms'l and handrails and guards. 2) LIMITATIONS: a. Provisions of this construction guide are intended to insure structural integrity for resisting wind loads. Notes are provided at the beginning of each chapter specifying general param- eters for each structure type. Where specific construction requirements are not given, ap- propriate requirements of the Florida Building,Code shall prevail. b. When an individual project design fall outside of the range of parameters listed in this guide, the design shall be reviewed for wind resistance by a design professional when re- quired by the building official. 3) Individual elements of a structure not in strict compliance with or addressed by this construction guide may be engineered without requiring engineering for the entire structure, according to the requirements of the Florida Building Code. 4) It is recognized that many alternatives are available to the designer for providing wind resistance. This guide does not intend to prevent the use of such structurally, equivalent alternative methods (FBC 104.1.1). 5) MATERIAL SPECIFICATIONS: a. Screen shall have a maximum density of 20X20 mesh with a maximum thread diameter of .013". b. Aluminum extrusions shall comply with ASTM B 221 and have a minimum wall thickness of .040" (actual dimension without tolerance). c. Aluminum sheet and plate shall comply with ASTM B 209. d. Steel fasteners shall have a minimum ultimate tensile strength of 60 ksi and a maximum ultimate tensile strength of 120 ksi and shall be coated for corrosion resistance. e. For foundations, #5 bars shall be used and minimum concrete cover over reinforcing bars shall be 3" where the concrete is cast against and permanently in contact with the earth; or, 11/2" otherwise. 6) FABRICATION REQUIREMENTS: a) Re-entrant comers shall be filleted to a radius of at least 1/4". b) Bolt hole diameters shall not exceed the bolt diameter plus 1/16". 7) INSTALLATION REQUIREMENTS: a. Plumb and Level Tolerance: Members shall not deviate from level or plumb by more than one half inch (1/2') in 10 feet. b. Straightness Tolerance: Members shall not deviate from straight by more than one quarter inch (1/4'� in 10 feet. GENERAL USER NOTES 1) Extrusions assumed to be alloy 600ST5 and/or 6061T6 unless noted otherwise. 2) Tables which have numeric entries versus scalar variables (e.g. spans vs. load widths, or spans vs. wall heights) may be interpolated. P AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 — Page i Chapter 1 - Screen GENERAL NOTES FOR CHAPTER 1 N SCREEN ENCLOSURES 1) Design pressures taken from Table 2002.4, Florida Building Code 2010 (mean roof height up to 30ft) 2) Extrusions assumed to be alloy 6005T5 or 6061T6 unless noted otherwise. 3) Drawings and Details are typically schematic and should not be scaled. 4) For "half mansard" roof configuration, use beam table 101 for mansard shape. 5) "Approved Masonry Fastener" for connection to foundation must meet the following specifications for 21/2" embedment into 2,500 psi (minimum) concrete: a. 3/8" 0: allowable tension 1,055 #, shear 1,716 # b. 1/4" 0: allowable tension 567 #, shear 394 # 6) For mansard beams, connection at host end of beams (i.e. fascia/gutter) height must be equal or greater than the eave height of the enclosure. 7) Tables which have numeric entries versus scalar variables (e.g. spans vs. load widths, or spans vs. wall heights) may be interpolated. CARRIER BEAMS IN SCREEN ENCLOSURES: 1) Carrier Beams (Refer to schematic diagrams for limitations) must be horizontal and may not exceed a single span of 16 ft. 2) At least one end of carrier beam must be supported by the host structure. 3) Allowable load widths for carrier beams on Table 112 with accompanying schematic diagram 4) Connect 2x8 SMB post/column at foundation using Detail C2 Concrete Cover: For foundations, minimum concrete over reinforcing bars shall be 3 inches in foundations where the concrete is cast against and permanently in contact with the earth. For No. 5 and smaller bars 11/2 " where concrete is formed and will be exposed to the earth or weather. Where concrete is not exposed to weather, the minimum concrete cover for reinforcing shall be 11/2 inches regardless of bar size. Table 2002.4 DESIM WIND PRESSURES SCREENED ENCLOSURES EXPOSURE B (FOR MEAN ROOF HEIWM UP TO 30 FT) Basic Wind Speed (mph) VAso Design Pressure (psf) Surface 100 110 120 130 140 150 Horizontal Pressures on Windward Surfaces 12 13 15 18 21 24 Horizontal Pressures on Leeward Surfaces 10 10 13 14 15 18 Vertical Pressures on Screen Surfaces 3 4 4 5 6 7 Vertical Pressures on Solid Surfaces 10 11 13 15 17 20 Note: Table pressures apply to 20x20x0.013" mesh screen. For 18 x 14 x 0.013" mesh screen, pressures on screen surfaces may be multiplied by 0.88 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 1 Page 1- a z W .J O 7 z W to 'Chapter 1 - Screen Enclosures ectangle 2 H@�T• UCrUR\E ..D.) (Beam st not aced at o ide 4o ' of hoA ea , must li with `� h structure II) `•� ` ` `.qai oof SbPpo earl y u a suNo `� d ctly by ho elements o carrier bea Host Eave & Fascia [Optiorf�l] Carrier Beam L / / i • / / / / / I IF to N v /; /' /" 'I / m /' /' ofq� P dinsto o a -7 --'i'-;F� - -� r /' /' /' I ro / '9 i- Lj [SCREEN'ENCLOSUREE] V) y / /' ✓ /" /' /" /" I Y /" m d n 90 ""0°) / I TWical. Orrxers ✓' /" /�0° Z a LRectangle 1 & Enclosure Length Overall _I [Coverall length of the enclosure shall not be less than the projection] Typical Screen Enclosure Footprint (Size/Shape) Limitations (Schematic 11 General Limitations on Size and Shape (Footprint): 1) Screen enclosures must be connected to a host structure (not free-standing) 2) Enclosure may be simple rectangular shape; OR, may consist of no more than 2 contiguous rectangular shapes 3) Included angles in corners must be perpendicular t 100 (80° to 100°); AND, main roof support beams must be perpendicular (within 100) to outboard (a.k.a. longitudinal) wall 4) Size of rectangles govemed by member spans per tables except as noted in schematic diagrams 5) No maximum on length overall, minimum length must be greather than enclosure projection 6) Width and projection govemed by beam span or 40 ft, whichever is less 7) Screen eave may not exceed 14 ft except for gable end of transverse gable or dome; sloping eave for transverse gable may not exceed 18 ft in height 8) Mean roof height in Exposure C may not exceed 15 ft 9) Typical bay module (typical spacing of posts, beams and purlins) may not be less than 5 ft nor more than 8 ft (refer to schematic elevations) General Notes and Limitations for Carrier Beams: 1) Carrier beams must be horizontal (flat) no other shape is permitted. 2) Maximum carrier beam span is a single span of 16 ft 3) Carrier beams may not connect to any Super Gutter corner, but must be connected aligned with the host support wall. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 l p�SIY r���am,,• ,., R. W, rf - � Maximum beyond of 2 Bays (one beam only) or host structure, whichever is less. Rectangle 2 ` `• ` `• `• 16 ft HOST STRUCTURE (S.F.D.) \.(B ms mum n be plaNd rner of ho ave, mu hu re wall `\ min roo sup\pprt b outside n with \ s nest be \ pporte dir by hostle ents or r 'er beam\ \ a\L ; \ Host Eave & Fascia [Optioy'Carrjer Beam I.Lid Pu fKis o L .[§CRENENCLOSURQ' ,�2' l , //m o O yIj0 O) I / .� t/ Typical ;corvfers ,r / I / / /f1 /' /' 904 ( Typ�pl 'd CU r Rectangle 1 & Enclosure Length Overall [Overall length of the enclosure shall not be less than the projection] Typical Screen Enclosure Footprint (Size/Shape) Limitations [Schematic 21 N W rn c Maximum of 2 Bays (one beam only) or 16 ft, w I— Recti • ain roofs ort beam directly hop ust be su oh elem orcarrier \ \ eam. \ Host Eave & Fascia / / / ✓ Carrier Bearri [O,ptional] �"Purlins ./' 1m/ ud • ' U' /' �' /' / / / vN /p '4SCREEN ENCLOSURE] %C /m ,9 401 /' /' 7Typical ;corners ./' ii / /' /' /' goo (f1 /" / Typal / L/ / Rectangle 1 & Enclosure Length Overall [Overall length of the enclosure shall not be less than the projection] d 2 a Typical Screen Enclosure Footprint (Size/Shape) Limitations [Schematic 31 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 j BEAMS GIRT (AK Chapter 1- Screen Enclosures K-BRACING OR CABLES \� FOR ALLOWABLE SPANS, REFER TO: TABLE 101 FOR BEAM SPANS TABLE 102 FOR PURLIN SPANS TABLE 103 FOR POST SPANS TABLE 104 FOR GIRT SPANS TABLE 109 FOR MANSARD SPLICE SPECIFICAT K-BRACING TYPICAL MANSARD ROOF ISOMETRIC MANSARD ROOF SIDE ELEVATION MANSARD ROOF FRONT ELEVATION UM COLUMNS AIL BRACING RAIL AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 ©COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA REFER TO TABLE 109 AND MANSARD BEAM SPLICE SPECIFICATIONS SCREEN EAVE ru .JJ ui O N O F+ 0 A. rr O P�1 a a V) o uj w w BEAM TO GUTTER & GUTTER TO HOST DETAIL(S) PURLIN 39'(M ) -------- EAVERAIL ---- i.Y SUPER GUTTER c� g SPAN OF SCREEN BEAM Q x O T EAVE a INTERMEDIATE GIRT , FOR ALLOWABLE SPANS, REFER TO: GIRT (CHAIR RAIL) TABLE 101 FOR BEAM SPANS TABLE 102 FOR PURLIN SPANS /' ,''0/'�,' TABLE 103 FOR POST SPANS TABLE 104 FOR GIRT SPANS TABLE 109 FOR MANSARD SPLICE SPECIFICATIONS REFER TO SOLE CONNECTION DETAIL TYPICAL SECTION / MANSARD Chapter 1 - Screen Enclosures LAP BEAM (A.K.A. SMB [SELF -MATING BEAM REFER TO EAVE DETAILS---,, EAVE BEAM FLANGE STITCH SCREWS AT 24" O.C. TOP AND BOTTOM#12 SMS FOR 14 C 1 0 y 2X9 AND 2X10, ALL OTHERS #10 SMS 0 ONAL OPEN ACK o y o y SCREEN ROOF BEAMS SE N (SCREEN ROOF SHAPE AND BEAM SLOPES VARY), SELECT PER TABLE 101 i0 M g BEAM FLANGE TRIMMED TO ACCOMMODATE INSERTION OF z POST,LAP BEAM WEBS OVER POST AND FASTEN W/ 4 EACH #12 SMS OR #14 SMS PER SIDE OF POST/BEAM CHAIR RAIL (GIRT) — [2X3 HOLLOW SHOWN] USE TABLE 104 TO SELECT EXPLODED SECTION / LAP BEAM f (A.K.A. SMB [SELF -MATING BEAM ]) SELECT POST PER TABLE 103 c CHAIR RAIL (GIRT) [2X3 HOLLOW SHOWN] USE TABLE 104 TO SELECT SOLE PLATE (1X2 OB OR 1X3 OB) FASTENS TO FOUNDATION WITH 1/4"0 CONCRETE ANCHORS AT 24" O.C. (PROVIDE 11/4"MINIMUM EMBEDMENT) SOLE PLATE W/ANGLE AND CONCRETE EXPANSION ANCHOR SUPPLEMENTAL ANGLES & CONCRETE FASTENERS [REFER TO FOUNDATION CONNECTION ! DETAILS C3(a), C3 or C2] �CONCkETE FOUNDATION (NGMINAt 4" $LAB :. UNLEZS OTED,aTgERWI$� [DETAIL Fl•J I ' TYPICAL (BEAM BEARING] WALL SECTION 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 1 - Screen Enclosures 2" X 2" X 1/8" ANGLES LENGTH FULL DEPTH OF BEAMS EACH SIDE EACH END W/ FASTENING PER TABLE 108 1/4" 0 X 3" LONG LAG SCREWS FOR LUMBER —Z HOST - 3/8" 0 X 3" LONG MASONRY SCREWS FOR MASONRY HOST STRUCTURES 2" X 2" X 1/8" ANGLE EACH SIDE OF BEAM (TYPICAL) 1/4" 0 X 3" LONG LAG SCREWS FOR LUMBER HOST - 3/8" 0 X 3" LONG MASONRY a SCREWS FOR MASONRY HOST STRUCTURES PER TABLE 114 ° a'd do ° a d d ° a ° d, b a, HOST STRUCTURE (MASONRY OR PLAN LUMBER FRAME) 1 X 2 O.B. 1/4" 0 X 3" LONG LAG SCREWS FOR LUMBER HOST - 3/8" 0 X 3" LONG MASONRY SCREWS FOR MASONRY HOST < STRUCTURES PER TABLE 114 .d BEAM SIZE PER ELEVATION TABLE 101 OR 110 ° .° p 0 Lu J tv d ? WzQ d ..' 0z c�=z ��LU zx v d 4 W te J W LL m N V '° 7 c HOST STRUCTURE d 1�(MASONRY OR LUMBER FRAME) BEAM TO [HOST] WALL CONNECTION 4% AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 1 - Screen Enclosures BEAM (MAY BE HORIZONTAL OR SLOPING), SELECT FROM TABLE 101 2"X3"X0.050" HOLLOW EAVE WITH IX2 OB, FASTEN 2X3 TO SELF -MATING OR LAP BEAM WITH 3 EACH #10 SMS FROM INSIDE BEAM WEB INTO SCREW SLOTS OF HOLLOW EXTRUSION. 1X2 OPTIONAL WITH 2X4 EAVE MEMBER BEAM FLANGE STITCH SCREWS AT OPTIONAL 1X2 OPEN BACK EXTRUSION ON 00 24" O.C. TOP AND BOTTOM #12 SMS BOTTOM OF EAVE RAIL, FASTEN TO POST W/ 2 EACH #10 SMS X 11/2" LONG 0 FOR 2X9 AND 2X10, ALL OTHERS #10 SMS Q INTO SCREW SLOTS OF 1X2 AND CONNECT TO EAVE RAIL W/ #10 X lYi' AT 24" O.C. i 4 EACH #14 SMS PER SIDE WEB TO WEB SCREWS CONNECTING OPEN BACK TO EAVE i' ' (MINIMUM) MAY BE OMMITTED WHEN CONTINUOUS SNAP SECTIONS ARE UTILIZED i TRIM BEAM FLANGE TO ACCOMODATE POST POST/COLUMN! n / \ AND LAP BEAM WEBS OVER POST WEBS � SECTION (1) AT SCREEN EAVE ON LONGITUDINAL WALLS (FOR WIND ZONES LESS THAN 120 MPH) 3" X 3" X 0.072" EAVE RAIL (MAY OR MAY NOT HAVE SNAP FEATURES SHOWN AND SCREW SLOT ARRANGEMENTS VARY)EAVE RAIL CONNECTS TO BEAMS VIA INTERNAL #10 SMS X 11/2" LONG OPTIONAL 1X3 OPEN BACK EXTRUSION ON BOTTOM OF EAVE RAIL, FASTEN TO POST W/ 2 EACH #10 SMS X 11/2" LONG INTO SCREW SLOTS OF 1X3 AND CONNECT TO EAVE RAIL W/ #10 X 11/2" AT 24" O.C. SCREWS CONNECTING OPEN BACK TO EAVE MAY BE OMMITTED WHEN CONTINUOUS SNAP SECTIONS ARE UTILIZED POSTJCOLUMN BEAM FLANGE STITCH SCREWS AT \24" O.C. TOP AND BOTTOM #12 SMS FOR 2X9 AND 2X10, ALL OTHERS #10 SMS 00 00 BEAM (MAY BE HORIZONTAL OR SLOPING), SELECT FROM TABLE 101 i 4 EACH #14 SMS PER SIDE WEB TO WEB ' (MINIMUM) TRIM BEAM FLANGE TO ACCOMODATE POST AND LAP BEAM WEBS OVER POST WEBS v SECTION (2) AT SCREEN EAVE ON LONGITUDINAL WALLS CL2 (FOR WIND ZONE 120 MPH AND GREATER) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 1 - Screen Enclosures END BAY ("HIP") PURLIN (SLOPE VARIES FROM 0° TO 39°) 2" X 5" X 1/8" THICKNESS ANGLE 11/2" LENGTH (MINIMUM) AT EACH POST/PURLIN W/ #14 SMS 2 EACH INTO POST, 2 EACH INTO EAVE RAIL 3" X 3" X 0.072" EAVE RAIL / (MAY OR MAY NOT HAVE SNAP FEATURES SHOWN AND SCREW SLOT O ARRANGEMENTS VARY) EAVE n;- Ilk / pOSTFLANGETRIMMEDTO LAP RAIL CONNECTS TO BEAMS VIA INTERNAL #10 SMS X 11/2" LONG ` WEBS OVER PURLIN AND FASTENED WITH 3 EACH #14 SMS EACH SIDE OPTIONAL 1X3 OPEN BACK EXTRUSION ON j BOTTOM OF EAVE RAIL, FASTEN TO 1"Xl"X 1/8" ANGLE EACH SIDE OF PURLIN W/ 2 EACH #12 SMS POST W/ 2 EACH #10 SMS X 11/2" LONG i - INTO SCREW SLOTS OF 1X3 AND CONNECT ; EACH LEG TO EAVE RAIL W/ #10 X 11/2" AT 24" O.C. SIDE WALL POST/COLUMN SCREWS CONNECTING OPEN BACK TO EAVE MAY BE OMMITTED WHEN CONTINUOUS SNAP SECTIONS ARE UTILIZED SECTION (1) AT SCREEN EAVE ON SIDE WALLS (FOR WIND ZONES 120 MPH AND GREATER) END BAY ("HIP") PURLIN (SLOPE VARIES FROM 00 TO 390) 2" X 5" X 1/8" THICKNESS ANGLE 11/2" LENGTH (MINIMUM) AT EACH POST/PURLIN W/ #14 SMS 2 EACH INTO POST, 2 EACH INTO EAVE RAIL 3" X 3" X 0.072" EAVE RAIL (MAY OR MAY NOT HAVE SNAP FEATURES SHOWN AND SCREW SLOT ARRANGEMENTS VARY) EAVE RAIL CONNECTS TO BEAMS VIA INTERNAL #10 SMS X 11/2" LONG OPTIONAL 1X3 OPEN BACK EXTRUSION ON BOTTOM OF EAVE RAIL, FASTEN TO POST W/ 2 EACH #10 SMS X 11/2" LONG INTO SCREW SLOTS OF 1X3 AND CONNECT TO EAVE RAIL W/ # 10 X 11/2" AT 24" O.C. SCREWS CONNECTING OPEN BACK TO EAVE MAY BE OMMITTED WHEN CONTINUOUS SNAP SECTIONS ARE UTILIZED 1"Xl"X 1/8" ANGLE EACH SIDE OF PURLIN W/ 2 EACH #12 SMS EACH LEG PURLIN FLANGE TRIMMED TO LAP -- WEBS OVER POST AND FASTENED WITH 3 EACH #14 SMS EACH SIDE SIDE WALL POST/COLUMN SECTION (22) AT SCREEN EAVE ON SIDE WALLS (FOR WIND ZONES 120 MPH AND GREATER) Page 1 - 29 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 1- Screen Enclosures WHERE PURLINS ARE ADJACENT TO DIAGONAL ROOF BRACING, BRACING CONNECTIONS REQUIRE BACKING PLATES, EXTEND DIAGONAL BRACING i BACKING PLATES AND UTILIZE FOR PURLIN CONNECTION 21/2" X 31/2" X 1/8" BACKING PLATE (REQUIRED IN WIND ZONES 120 MPH AND ABOVE) SELF -MATING OR LAP EXTRUSION — —' (SCREW SLOTS) 2"XM1/8" ANGLE EACH SIDE 4 EACH #14 SMS INTO PURLIN WEB AND 4 EACH INTO BEAM WEB (ANGLE ' EXTENDS TO WITHIN 1/a" OF TOP AND BOTTOM OF CONNECTING PURLIN AND FASTENERS SPACED EVENLY) i 0 i 0 HOLLOW PURLIN (SELECT PER TABLE 103) MAY BE SLOPING OR HORIZONTAL WITH 11/2" LONG #10 SMS FROM INSIDE BEAM INTO PURLIN SCREW SLOTS BEAM 1/8" BACKING PLATES AND 6 #10 SMS INTO HOLLOW PURLINS REQUIRED IN 120 MPH ZONES AND GREATER, IN WIND ZONES UP TO 119 MPH, USE 4 #10 SMS INTO PURLINS SECTION / ANGLE/CHANNEL OR INTERNAL FASTENING AT SLOPING PURLINS WHERE PURLINS ARE ADJACENT TO DIAGONAL ROOF 21/i' X 31/2" X 1/8" BACKING PLATE ; BRACING, BRACING CONNECTIONS REQUIRE BACKING (REQUIRED IN WIND ZONES 120 MPH AND'ABOVE) PLATES, EXTEND DIAGONAL BRACING BACKING PLATES I AND UTILIZE FOR PURLIN CONNECTION 0 ---------------------------- 2"X9'X1/8" ANGLE EACH SIDE HOLLOW PURLIN (SELECT PER TABLE 103) 3 EACH #14 SMS INTO PURLIN WEB MAY BE SLOPING OR HORIZONTAL WITH AND 4 EACH INTO BEAM WEB 11/2" LONG #10 SMS FROM INSIDE (1/8" THICKNESS RECEIVING CHANNEL MAY ALSO BE USED BEAM INTO PURLIN SCREW SLOTS FASTENED AS SHOWN) 1/8" BACKING PLATES AND 6 #10 SMS INTO HOLLOW PURLINS 14 REQUIRED IN 120 MPH ZONES AND GREATER, IN WIND ZONES UP TO 119 MPH, USE 4 #10 SMS INTO PURLINS ROOF BEAM SECTION / ANGLE/CHANNEL OR INTERNAL FASTENING PURLIN TO BEAM CONNECTIONS AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Chapter 1 - Screen Enclosures 6" LONG GUTTER BRACKET - ---- F1 Py 3 EACH #12 SMS-7woo�pe,�� 4 EACH #14 SMS EACH SIDE OF BEAMLL LL —�� _ EXTRUDED GUTTER BRACKET BY 6" LONG w AT EACH BEAM WITH 3 EACH 3/8" 0 LAG j _ _ _ _ _ _ \ SCREWS INTO FASCIA (ALSO PROVIDE Z ROOF BEAM ' LAG SCREWS BETWEEN BEAMS ALONG (PER TABLE 101) U_ �� \ 0 GUTTER AT 24" O.C.) LLI a LU 3/8" 0 LAG SCREW EACH SIDE OF BEAM THRU u I �., \'- 2"X2"X1/8" ANGLE, LENGTH SUFFICIENT TO z BEAM MAY BE SLOPING OR HORIZONTAL ASSURE 2" EMBEDMENT INTO HOST FASCIA O 1/8" ANGLE CONTINUOUS SHIMLn (CUT TO ACCOMODATE SLOPE) w 2" X 2" X 1/8" ANGLE EACH SIDE OF BEAM z CHANNEL COVERING OPEN BEAM (INCIDENTAL TO DESIGN) BEAM MAY BE TRIMMED SUPER GUTTER CONNECTION DETAIL (1) BEAM TO HOST EAVE 6" LONG GUTTER BRACKET 3 EACH #12 SMS iX2 OB 2" X 2" X 1/8" ANGLE EACH SIDE OF BEAM (MINIMUM 2" LONG) WITH 2 EACH, #14 SWINTO BEAM WEB —j ROOF BEAM (PER TABLE 101) % BEAM MAY BE SLOPING OR HORIZONTAL. l O< EXTRUDED GUTTER BRACKET BY 6" LONG AT EACH BEAM WITH 3 EACH 3/8" 0 LAG SCREWS INTO FASCIA (ALSO PROVIDE LAG SCREWS BETWEEN BEAMS ALONG ` \ GUTTER AT 24" O.C.) 3/8" 0 LAG SCREW EACH SIDE OF BEAM THRU 2"X2"X1/8" ANGLE, LENGTH SUFFICIENT TO \ASSURE 2" EMBEDMENT INTO HOST FASCIA 1/8" ANGLE CONTINUOUS SHIM (CUT TO ACCOMODATE SLOPE) 2" X 2" X 1/8" ANGLE EACH SIDE OF BEAM (MINIMUM 2" LONG) WITH 2 EACH #14 SMS INTO BEAM WEB AND INTO SUPER GUTTER CHANNEL:COVERING OPEN BEAM (INCIDENTAL TO DESIGN) BEAM MAY BE TRIMMED ALTERNATE SUPER GUTTER CONNECTION DETAIL (2) BEAM TO HOST EAVE AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 FPage 1 - 34 Chapter 1 - Screen Enclosures 2 Screws along Centedine Maximum angle for mansards 39° of plate evenly spaced. Maximum angle for gables 45° / Internal o jSplicePlate o f,. / w / N \ r rn w 2 \ ate+ m \ a Splice Plate Alloy. \ 6061T6 or 5052H32 #14 SMS Typical / 1 Iz 10 / OFp Screw positions near miter joint may be adjusted to accomodate pudin, space between fasteners along miter joint shall be ilk" to 2", maintain maximum and minimum distances between screws. SPLICE SPECIFICATIONS PER TABLE 109 BELOW TYPICAL ELEVATION FOR BEAM MITER SPLICE [DETAIL MAY BE ROTATED FOR GABLE RIDGE SPLICE, AND MAY ALSO SERVE AS SPECIFICATIONS FOR A STRAIGHT SPLICE, MAINTAIN PLATE AND CONNECTOR SPECIFICATIONS IN TABLE 109 FOR ALL] Table 109 Beam Splice Plate Size and Fastening Requirements Beam splice Plate Re uirements for Beams of 6005T5 alloy Beams of 600ST5 alloy #14 SMS Total Fastener Spaces Member (SMB) Plate Length Ma Req'd Thicknesses Per Side #14 SMS Number of Spaces 600ST5 5052H321 6061T6 Per End Per Splice Horizontal Vertical 2X4 10" 8.7 3/16" 1 1/8" 8 32 2 2 2X5 12" 13.9 3/16" 1/8" 12 48 3 2 2X6 12" 17.4 316" 18" 14 56 3 3 2X7 14" 22.3 3/16" 1/8" 14 56 3 3 2X8N 18" 66.7 516" 14" 18 72 4 4 5M 18" 107.0 3 8" 1/4" 24 96 6 5 20" 147.5 3/8" 1 5/16" 26 1 44 6 6 I aDle LVOCeS: 1 6061T6 beams use same plates as 6005T5 beams 2 5052H32 is a sheet alloy, 6061T6 is a plate alloy 3 Ma (allowable moments for beams in in -kips) AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 i ©COPYRIGHT 2010 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF THE ALUMINUM ASSOCIATION OF FLORIDA ADD 2 ADDITIONAL FLANGE STITCH SCREWS WHEN INTERNAL BACKING — PLATE IS UTILIZED Purlin 3/8" 0 BOLT 3/16" X 5" X SPLICE PLATE DEPTH BACKING PLATE (ABUTS PURLIN) NOTE: BACKING PLATE MAY BE INTERNAL WITH BOLT THRU NEAR BEAM WEB ONLY ROOF BEAM - ALTERNATE CONNECTION OF CHANNEL: ItYV - 4 EACH #14 SMS THRU CHANNEL WEB THRU BEAM WEB INTO BACKING PLATE Plan View DIAGONAL BRACE 2" X 2" by 0.09011: HOLLOW TU 3/8" 0 BOLT A 3/8" 0 BOLT INTERNAL 1/8" BACKING PLATE REQUIRED FOR PURLIN FASTENERS AND DIAGONAL Purlin U-Bracket (Channel) — - Diagonal Brace - -\�Channel Bracket 3/8" 0 Bolt Channel Bracket G" 3/8" 0 Bolt I I 1 O N\�CF Bracket Miter Cut AO :\+ (U-Bra P,0�91- �6 \• y 0 \. F \. ROOF BEAM- Note: this view shows brace perpendicular to beam, brace and bracket may be articulated to any angle with beam and/or relative to level or plumb Section @ Beam SCREEN ROOF DIAGONAL BRACING SCHEMATIC (#1) K BRACING NOTE: THESE CONNECTION DETAILS MAY BE UTILIZED FOR K-BRACING Section cket/Channel) ALTERNATE CONNECTION OF CHANNEL: 4 EACH #14 SMS THRU CHANNEL WEB THRU BEAM WEB INTO BACKING PLATE tj U-Bracket (Channel) --`- - Purlin or Eave Rail---/ Plan View n rn [D M n 0 C N tn r Chapter 1 - Screen Enclosures HO U R a 0 I I I I I o I I I I I LL I I I I I O I I I I I 0 ---------T ---- I-----T-----I----- I I I I I w a I I I I I 0 [S�REEN ENiCLOSURE�Ln ---- t-----t ---- 1-----t------I----- g I I I I I z I I I I I I [Diagonal Roof Bracing Not Required] I � I I I I I 0 LU I I I I I 0 I I I I I z I I I I I 0 Screen Wall Screen Enclosure Roof Bracino Stratecies - Schematic #1 z w / W HO U R o vai I I I I;' I as E (oaj----j;---- fi---- I-----(-----� ---- m cn I` I I v,l I O �Z I I I vl I 0 3 —fO-- ---- ---- — ri, I o;' I I I` o I `u N V) o E I `` I Purlins I I I o —---%*------------��--- ---- SIDE WALLKBRACING a I I I I I OPTIONAL WHEN it SIDE WALL IS w m I I I I I LESS THAN 3 BAYS o a F- Screen Wall z K BracesL Longitudinal Dimension (Length of Enclosure) K Braces N Screen Enclosure Roof Bracing Strategies - Schematic #2 } n O U ROOF BRACING NOTES: O 1) BRACE FULLY 2nd BAY FROM EACH END BETWEEN BEAMS, ONLY CORNERS IN 1st BAY 2) ORIENT BRACES TOWARD CENTER OF ENCLOSURE AS SHOWN AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2010 Edition) 2.0 Page 1- 38