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HomeMy WebLinkAboutSUBMITTED PAPERSOFFICE USE ONLY: Date: i , i . _ I Fee Due: Receipt# Permit # PLANNING & DEVELOPMENT SERVICES SCANNED BUILDING & CODE REGULATION DIVISION BY 2300 Virginia Avenue St. Lucie Ft. Pierce, FL 34982-5652 �+011ll/ 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURES PERMIT ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 5'7 LF2 Q l a c� La ko- Dr. FE . �� e t`ee .FZ w9 S' / 2. PROJECT NAME: i�o cE f� Al SITE PLAN NAME: 3. PROPERTY TAX ID #: f 3l 2 So3 oao,6O00 1 4. LEGAL DESCRIPTION (attach extra sheets if necessary): Toe a S1, o r Q s La S,76's- 5. PLAT BK L , PAGE e U BLOCK LOT S2. 6. PARCEL SIZE: ACRES/SQ FT. 2 LOT DIMENSIONS 7. SETBACKS (ACTUAL) FRONT: Z5 3b BACK: ' � "� RIGHT SIDE: $, 53 LEFT SIDE: , 2z. 8. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) TYPE OF CONSTRUCTION N = New A = Addition R = Rebuild SG = Slab on Grade SR = Raised Slab WD = Wood Deck DIMENSIONS SQUARE FEET OF CONSTRUCTION SCREEN ROOM [-� f fl 5 �, l,�I NEW ❑ EXISTING 1 8' X ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABUABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ CAT 1, 2 OR SUNROOM ❑ NEW ❑ EXISTING X ❑ ALUMINUM COMP. SHED ❑ NEW ❑ EXISTING X ❑ POOL ENCLOSURE ❑ ,NEW ❑ EXISTING X ❑ M H ROOF OVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER EXISTING ACCESSORY STRUCTURE ❑ NEW ❑ EXISTING X ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ ALUM POOL FENCE Linear feet TOTAL SQUARE FOOTAGE OF CONSTRUCTION 9. VALUE OF CONSTRUCTION: $ r ` � 00 r A" U-eact The value of construction is used to determine the amount of permit fees to be assessed. St. Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted PRIOR TO FIRST INSPECTION. SLCCDV Form No.: 001-02 Rev 04/26/2010 v OWNER INFORMATION NAME: n O c-kwn — aAc a ua- / , r , 60 m bkt- � maTK ADDRESS: Dc`. p�i CITY: F4-, `i t STATE: V=.L ZIPI R S f PHONE (DAYTIME): il'72) q "- (065 q EMAIL: FILL IN NAME AND ADDRESS BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE: FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): L� CONTRACTOR INFORMATION STATE OF FLORIDA REGJCERT #: CR C osn 90 ( ST. LUCIE COUNTY CERT BUSINESS NAME: QUALIFIER'S NAME: ADDRESS: 8-7-3 5,�) CITY: Rc,,z'r S 4- 1 uci STATE: FL ZIP 15-3 PHONE (DAYTIME): FAX NO. GZ(-I-1 Lo l- email: CL%A i b pse, (nt I'l koo , Co'N ARCHITECT/ENGINEER: AIR F AA a f% X ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND HVAC ZONING REQUIREMENTS All such structures will be subject to the requirements of the ST. LUCIE COUNTY LAND DEVELOPMENT CODE. ❑ 2 scaled plot plans showing lot size, dimensions of existing host structure, and proposed aluminum addition. All setbacks including front, side, rear and distance between adjacent property structures in MH Parks shall be indicated on the plot plan. ❑ 2 sets of color photos for all storm damaged areas to be reconstructed. One picture must include house address number for inspection verification. ( not required for construction unrelated to storms) OFFICE USE ONLY SECTION TOWNSHIP 2 J RANGE Q ) MAP NO. J ZONING S �k LAND USE LOT CVG % 2 Additional Permits N /T 1/ p�o(,� Required l REPORT Ito O BIMS FEE $ �, V� V MISC FEES $ v TOTAL FEES $ CODE 1 l BUILDING & ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC J�BLE DCOMPLETE 'L , ) INITIALS . CERTIFICATION: This application is hereby made in order to obtain a permit to do the work and installations as indicated, and to obtain a certificate of capacity, if applicable, for the permitted work. NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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. NOTICE TO APPLICANT: IN THE EVENT IT IS NOT YOUR RIGHT TITLE OR INTEREST THAT IS SUBJECT TO ATTACHMENT, THE APPLICANT DOES HEREBY MAKE A GOOD FAITH PROMISE TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT, AND DOES SO AS A CONDITION PRECEDENT TO THIS PERMIT 1. If utilizing the AAF Guide to Aluminum Construction in High Wind Zones, I the Contractor/Owner Builder hereby certify that the components being used, fasteners type and fastening pattern meet all the requirements for the designated wind zones established by the county and take full responsibility for complying with the submitted design of the structure being permitted. 2. I further certify that all the foregoing information is accurate, that no work or installation has commenced prior to the issuance of a permit and that all work shall be performed in compliance with all applicable laws regulating construction and zoning in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, and HVAC, etc., not otherwise included with this building permit application. 3. I , the Contractor / Owner Builder, have verified that the existing foundation meets the requirements of the Engineer of Record and is in adequate condition to withstand the uplift and weight of the aluminum structure and said structure will not exceed the footprint of the structure that was in existepee sp - , 9 removal by the storms. W,,et.° OWNER J5 gONTRACTOR SIGNATURE STATE OF FLO COUNTY OF The foregoing instrument was acknowledged before me me this 4 day of 20� by Qt�ac D all S who is personally own to me, or who has produced as identification. aim" IMPORTANT NOTICES: w CO R SI NATURE ro o t STATE OF FLORIDA ' 2 :cM z cmn ? np COUNTY OF o �, t w co W zThe foregoing instrument was acknowledged before me m= me this day o 20�, �. by who is personally own to me, or who has produced as identification. / I I • TWO (2) SIGNATURES ARE REQUIRED.&*WKFMNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNERBUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNERBLDR AFFIDAVIT. • ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. • WHEN A PERMIT IS AVAILIBLE FOR ISSUANCE BUT IS NOT PICKED UP WITHIN THIRTY (30) DAYS AFTER NOTIFICATION OF AVAILIBILITY, IT WILL BE VOIDED. IF THE APPLICATION IS RESUBMITTED, AN ADDITIONAL FEE WILL BE CHARGED. Ti, jure Coast Home Improvem :873 "SW 'California'Blvd Port St. Lucie, FL 34953- Phone 7727621-4600 Fax 772-6 December 31, 2011 Jean Rochon & Jacqueline.Goulet: 5742 Place Lake Dr Ft Pierce, FL 34951 Home phone 772-466-6654 In_,�_ _ -4604 email jeanrochon08gamaitcom SCREEN ENCLOSUREMOVERED PATIO ADDENDUM Re: Screen enclosure and covered patio Contractw agrees to furnish materials and "labor to build an appro 10'x 18' screen enclosure and screen walls for two side walls of the existing covered'patio. Scope of work includes, but not necessarily limited to the following: The screen enclosure design and attachments are according to. the AAF manual as refe enced in chapter 20 of the Florida Building code Shape and size will be as designed by Jean; shed type roof (slopes in one direction) be ams and .cAlumns .per,.the.AAF.,manual,,,20/20,Pl ifer.screen,-_ 61'..Idekpl4te�along the -bottom The covered patio side walls are the same specs as- the screen enclosure, with one scre n door each side. Concrete; remo a brick pavers, stack off to the side. The scope of work is to form,.pl a and finish an appro 18' xW'Zoncrete slab with 8"x 8 footings. Includes; cap off sprinkler heads, soil termite treatment, #5 rebar steel reinforcement, 3000 psi concrete pump ix,fibermix,andei ansion cuts. After the concrete is poured and before the screen work is erected, spray the concrete leck with texture and apply two coats 'of concrete paint, choose from paint samples. Clean up all job related debris. Total cost $8045.00 'All work will weef or exceed code 1`30 mph, exposiire' C wind zone. Treasure Coast Home Improvements, Inc guarantees no structural damage from any tr pical storms or less for a period of five years. Normal'labor and material warranty is two years. Treasure Coast Home Improvements will supply the engineering documents and apply for the building permit and call for the inspections.. PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772)462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, t312 503 CX00!Bocp"'{ Coro-,., f-,no S�o�es � has, :B Lar S2 (Parcel Id#/Legal description/Address) for which I have applied to St. Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number , I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D)5 St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. V V COMNIISSION NUMBER (SEAL) SLCPDSD Revised 08/24/2010 -�LMPERSON Gil, JOSEPH E. SMITH, CLERK, THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE # 3661851 OR BOC' 152 PAGE 1147,' Recorded 01/04/2012 i1:57 PM PERMIT NUMBER: NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencemenL I. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:1312- 503 oc_ci'B orb-1 SUBDMSIONP i S LOCK TRACT LOT, 52- BLDG UNIT 1noc�o�r�o �(.o�er PkQs- J Lai-S2- S!t42 "t Ivc-a- LPY,, Dr. 2. GENERAL DESCRIPTION OF IMPROVEMENT: ler-rZo' Concert<� IOrklp,' Servo enclaSWt 3. OWNER INFORMATION: a. Name See,. Kgckpe" (andlor 5acc,.,elioe Goul�( `166-(eb5�{ b.Address S1L11 Plgr_¢t.gi Or, F+.PtiPca tFl_ 344S1 C.interestinproperty d. Name and address of fee simple titleholder (if other than 4.CONTRACTOR'SNAME, ADDRESS AND PHONE NUMBER: Tr¢ASurc Co4sk Hume Tirown4nfl�� 873SWC41i4Zrr%'q Slid. Por'tS(-LuLiv—IFL34953 112-621-L16w 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (I)(a) 7., Florida Statutes: NAME, ADDRESS AND PRONE NUMBER: S. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) , 20_ ' Sfgna a of O ner or Print Name a d d i a Owner's Au iorized Ofricer/Director/PartnedManager O1 a'o, CI7SHISTLER t�. C: Notary tate of FloridaState of Flor1 My Comes Nov 4, 2014�;`ComN EE 8974 The f regoing instru nt w acknowledged before me this day of 20 By�t2Ct rt r-= as (Name of person) (Type of authority... e.g. Owner, officer, trustee, attorney in fact) / (Name of party on behalf of whom instrument was executed) Personally Known_ or produced the following type of ID: L%(_ Clt aL e"'. b 5-.2'5-11 V6- 0 5- J L� rin e,jjame-e Notary rc (Signature of Notary Public) Under pe ties of perjury, I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and bene lion 92525, Florida Statutes). &Sign-atAurWe(ssOwner's) or Owner(s)' Authorized ODicer/Dirtctor/PartncdManagcr who signed above: By STATE; OF FLORID ST. LUCIE COUNTY TfINS!,�TOCERTIFY TIAT SA TRU, 0 GORBECT C IN T G1Ftx?R A !. , CLE Date . . 7 M ai 1142 Water Tower Road, Lake Park FL33403 Administretlon OIRCe: t•877-484.9994 / Felc ti81.848.1801 South Fast FNadda Dlvlslon DlspatCD: Sol.844.9094 / Cmdral RaNda Divislon Olsoetch:407-339•5311 Concrete Tested ❑ Yes No LOT tl CylnciDm Taken p Yes No m o of uelorne e peQUOpI Commerhs poll to full load ONa. b 4 bed pale. to 113 food s oma a er r o NOT RE PON8IBLH POR VARIATpN IN COLOA OR ING IRRITATION TO THE SIGN AND ME . •Mnv er hashy mtxae emareurym�ya " q. Awp aomecl vAh A wua. ADDITIONAL WATER ADDED TO TNiB SURFACE ONOOLORATION g�yI� wa.h adn a"um.um& " Ivl IwI it q ammt poo du a I i�iunUon, a tdnn aws a rep�way V F y ram esmsm powder and N CONCRETE WILT, R=X9 ITS STRENGTH AND DURABUTY. ANY WATER ADDED IS 56AM eamem oroaucta AT CUSTOMER'S OWN RISK 7;X7 n �46E a a i M 000 PRPM O=Fob-1E7 UE CONCRETE PUMPING a VM aaea Lake Dr 1' 10 m . STLUCIE PRTIO Jason Aeenita P RCE***FIBER •AD CUMULATIVE 09e01 NUMLL� • •DOCr CODE I Pn0UUCT.U.O.M. .0 . 0 a000 000 PRPM CYD 1.00 BER 71SERR 1.00 NVIROr.NVIR0 DISPOSAL. i•� UEL. SURCHARGE W pn"ny am=" ffy oqu1, BUB-MAL �=m ffa�ny TAK TOTAL r,, s 5 TREASUl- `;COAST HOME IMPROVEMI�F'S; INC. Iff -A rk (772) 335-8989 SE brof3:49 nor ' Flo 2Y (8 . 842-9943 tu Fax: (772) 335-3336 Florida State License Number: CR-0057�901 e-mail: CLW1088@ircc.net Treasure Coast Home Improvements, Inc. (hereinafter known as Contractor) agrees to furnish all material and labor to do modernization work as set fo th below on the premises located at the following address: Owner's Name :T�2Cln Oc 4- 34Q V£11n G04124_ Phone ql0(0-(06S"f Address S7 Date I Z - 31 --2-01 1 City F'F �l�C'LQ State FL Zip Code —349s1 The undersigned Contractor agrees to furnish the following materials, improvements,.labor, and/or services: stoke` 19 's :,64Sq4 O ` r 1314 Ck�S o� 1 -E-'es involute 2n i cerinrct�a RoA Z c A 6e-k q I % Qr1c u -V, 0 Ck e- • .s aF -ihks aF,y�e r o, .,J &- ZA le Of 1000.OQ 2 3000 ° eo 0� A covet,. E -E in'��' d ¢c� y Qt• S Q u ¢ . 3 A 31600,f � a45Iko.� PnQr`�s cac� ^f ct �n nd �..tork S�-ar� s IF I bLIS , The Contractor agrees to use is best efforts to commence work approximately 854 days from the date hereof. and to complete same approximately2l 30 days from date of commencement for thefollowing cash sale price or time sale price as elected by the owners. Owner/s agree to pay Contractor for all labor and material and services to be furnished by Contractor to Owner, under the terms of this Contract. All for the sum of Et aih-(4 +1,,. 4sct nJ rcis 4-•j $ Q�O� 5��, (coo, Deposit �E� b�A!vJ SCN•E QuLE A. 1joV E $ �.231�1I � agtC Balance due to be paid by Owner/s upon completion $ (a) This Contract shall not be!binding on the Contractc (b) Cancellation of this Contr"act by Owner (other than deposit as liquidated damages. (c) Contractor shall not be liable for delays occasionec acts of God, accidents, and delays occasioned by suppl (d) This Contract constitutes the entire agreement betv Contract. No modification,of this Contract will be bind the Contractor. (e) Worker's compensation and public liability insuran (f) Even if no other security interest is given by Ownel mechanics' lien. (g) OWNERS RIGHT TO CANCEL: If this a home sc agreement by mailing a notice to the Contractor. This n agreement. If you cancel this agreement in accordance (h) CONSTRUCTION INDUSTRIES RECOVERY F1 you lose money on a project performed under contract, contractor. For more information about the recovery fu following address and telephone number: Constructioi Tallahassee, FL 32399, and phone (850) 487-1395. (i) In the event Contractor shall file suit for collection the execution of this Agreement, the Contractor if he pi Agreement shall also include attorney fees in Appellate •NOTICE TO OWNER . a. Do not sign this home improvement cot b: You are entitled to a copy of the contra c. This home improvement contract may o foreclosed on if you do not pay. Be sure y( �'Representative, Treasure Coast Home Improvements, until executed by an officer of the Contractor. nder the provisions of subparagraph (g) below) will result in Contractor retaining the by causes beyond his control, including but not limited to the elements, labor strikes, srs not meeting shipping schedules. cep the parties and there are no terms and conditions that are not included in this ng on. either party unless reduced to writing and signed by Owner and by an officer of :e is provided for the work to be performed under this Contract by the Contractor. to Contractor, Contractor retains all rights provided by Florida Law regarding (citation sale, and if you do not want the goods or services, you may cancel this tice must be postmarked before midnight of the third business day after you sign this ,ith this paragraph,`all monies on deposit will be refunded. ND: Payment may be available from the Construction Industries Recovery Fund if vhere the loss results from specified violations of Florida Law by a state -licensed J and filing a claim, contact thq Florida Construction Industry Licensing Board at the Industries Licensing Board, I1940 North -Monroe Street, Northwood Centre, any funds due under this Agreement, or for any default or miscarriage arising out of vails in his action, Shall be entitled to reasonable attorney's tees plus court costs: Said )roceedines. t if it contains blank the time you sign. din a mortgage o tl iderstand `,all pro ' t Date 04ae it to protect your legal rights. vise", -create a lien on your property that could be of the cc tractPefore you sign. Date Coast Home Improvements, Inc. I Date Owner Date z v L It GO Al a 1 z CN , SID"--a IRMA r; ! � I ; L=89.29' R=165.00' t�31'00'18" J r PARTIAL CURVE f S000• L=129.53' R=165.00' f A=44'58'477 / N 4CO 10' U.E 410 L=40.24' R=165.00' so. t N 082t E 50.00' r� ti� 1 f 0' PROPOSED CONC_ SIDEWALK PROPOSEM CONC VALLEY CURB _ 12 DATE R and W. Sumell Pratemicnd Surveyor & Mapper 12,0( �---Oda� �PY �ILE Structure mmsft meet minimu et 3cks LOT-51 - PROPOSIED CONC PORCH PROPOSED ■ �I/ICOVEREDENTRY {��{'y' •' �I�I�. �.�ii�IIIII s — 10.00' PROPOSED ONE STORY CBS RESIDENCE ELEV.=25.10' 36.00, a' V � - O N LOT 53 M1K1M&=RM Row. a?' SIDES 01) CNR. ! PES ► REAR ZONING 15,57 i :Oc�CS'a.�Cf SCCs_d.rt '.... 33.OZ SET I.R.C. L84286 (rn'-) 0 Site Ilan for: Trzme 91{ome Bui �=4ers 100 20 � GRAPHIC SCALE IN FEET LEGAL DESCRIPTION Being all of Lot 52, according to the plat of PORT SHORES —PHASE THREE, (as proposed and currently ;==; review) St. Lucie County, Florida. _ fib, . STREET ADDRESS 5742 Place Lake Drive LEGEND & ABBREVIATIONS CONC. DENOTES CONCRETE. P.B. DENOTES PLAT BOOK P.C.P. DENOTES PERMANENT CONTROL POINT C.M. DEN07M CONCRETE MONUMENT DENOTES PLAT DATA O.R. DENOTES OFFICIAL RECORDS BOOK DENOTES CALCULATED FROM FIELD MEASUREMENTS IR dc C DENOTES Q20E1 ROO h CAP DENOTES PROPERTY LINE PG. DENOTES PAGE PCORNER �R) DENCIES RADIAL DENOTES N DENOTES MENMCA71ON NUMBER P.O.B. DENOTES POW OF SEGI iNING DENOTES FLOW LINE P.O.C. DENOTES POINT OF COMMENCEMENT DENOTES TOP OF BANK I.P.DENOTES RON PIPE TYP. DENOTES TIPICAL I.R.. DENOTES IRON ROD FND' DENOTES FOUND U.E. DENOTES UT11M EASk1ET(T La.DENOTES LICENSED BUSINESS F.L DENOTES POINT OF INTERSECTION F.F.E. DENOTES FINISHED FLOOR ELEVATION W.M.T. DENOTES WATER MANAGEMENT TRACT In DENDIE5 WATER METER ii� DENOTES ELEVATION (TYPICAL) Rey DENOTES RIGHT-OF—WAY OST DENOTES OPEN SPACE TRACT D.E DENOTES DRAINAGE EASE WENT i GENERAL - NOTES s 1. The bearings shown hereon are referenced to the centerline of Place Lake Drive having a bearing of N89'50'17"W, according to the plat of PORTIFINO SHORES —PHASE THREE 0 (as proposed and currently under review) St. Lucie County, Florida. C7� O 2. All above ground fixed improvements, if any; have been located and shown hereon. SET C.M. 3. Underground utilities and utility services have not been located on this survey. LB 4286 (TYP-) 4. Flood Note: By graphic plotting only, this property is in Zone "X', according to the Flood Insurance Rate Map, Community Panal No. 120111CO070 F , effective date June 30, 1999. The exact designation can only be determined by an elevation certificate. 5. Reproductions of this map are not valid without the signature. and original' raised seal of a Florida Licensed Surveyor & Mapper. toom W5. Lands shown hereon were not abstracted by this office for rights —of —way, easements of record, ownership, abandonment's deed restrictions, or Murphy Act Deeds. CA ;U 7. Additions or deletions to survey maps or reports by other than the signing party or parties is prohibited without written consent of the signing party or parties. w� S. Elevations shown hereon are in feet and are based on N.G.V.D. '293 and are taken from approved engineering plans prepared by this office. File: SP LOT 52 CONSULTING ENGINEERS Site PCan for: Date: 12/10/03 &C t7� 1/-' f 03-032/52 LAND SURVEYORS rime —h ume Bui'C ers Scale: 1 "=20' CULPEPPO 980 scuTH 2sth STREET Drawn by. D.C. TERPEN>}wAIIGG FOR PIERCE, FLORIDA 34982 St. Lucie County, Corida , _ c �, +�±-3 — & PA y � Napoli Lt. (54) ___ _� 3 X3 Emv 4L. -- W � 9@C �x3:Q�k�o an3 pq'a a o . ik 1V C-. vj t lw � o AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 1/Screen Enclosure Checklist AAF Guide as Refereced by: F.B.C. 2002.4.1 & Homeowner: Roc wn. 171�ctn Designer: C!: Fi< F.R.C. R301.2.1.1.1 Site Address: S742 IaCR Kf, Wind Zone: �h Exposure: El B C Builder:7r�eg-,Am �as(- �o.mc. License #: c_2c ems-,79 cr Overall Dimensions: Length: IS (ft) Width I'Z (ft) Structure is attaching to: Host Wall-F--1 Eave Height @ Attachment: fo�(ft) Projection of Eave: I (ft) Wall Height: Io, 33 (ft) Overall Height 12, 33 (ft) Roof Style/Configuration: Man Sar o�k_ (Beam Design may vary) Beam Design (Check Appropriate) : Flat Dmansard®Gable QShedL_j (Table 101) A) Select Primary Screen Roof Members( Table 101 , Page L'-q Beam. Span: 10 , s7g (ft) Spaced @ 6 (ft) Select: 2" X 8 B) Select Primary Screen. Wall Members (Columns Supporting Beams): (Table 102 L, p. C.-Z6 ) Post/Column Span: o, 5 e? (ft) (Spacing per Item A); Select" 2" X C) Select Non -Bearing Screen Wall Members: (Table 102 !- , p. S-26 �. Post/Column Span: Fo. sg (ft) Spaced @ q2!" M); Select: 2" X 8 D): Foundation & Post Connection: Cl(af CIE] C20 Foundation Type/ Detail Reference: F 7- E) Eave Connection per Details on page 1-27 F) Mitered Beam Splice Fastening: (Table 109, p. 1-32) Splice Plate Thickness: 3116 (in) #14 per end per side Vo Totals #14 SMS per Splice 64 G) Purlins: Fla Sloping (aft) © Sloping (oft) Q (Table 103 , p. ) Purlins Span: I. (Ft) Spaced @Z(.); Select 2" X' F) Bracing Used: Cable® K-Bracing0 Wall Designation Projection (ft) Area SgFt Cable(Pairs)/K-Bracing 1:9I2' I86 I ,r Chapter 3/Screen Walls & Balconies Homeowner: c�ora 3-elil Designer: Cc, 4F� ��-.�>> Site Address: Builder:_ Q t ti License #: CO3c--zs -7qo I Overall Dimensions: Length: 7' (ft) Width I-S (ft) AAF Guide as Refereced by: F.B.C. 2002.4.1 & F.R.C. R301.2.1.1.1 Wind -Zone: I3G mph Exposure: OB 5�C Structure is attaching to: 4,o s Height @ Attachment: 18:57 (ft) Attaching to: Concrete _-Y Lumber_ Other Overall Height S9 (ft) Walls Supporting Guard Rail A)' Select Girt : (Table 301_page- Load Width: Span Select B) Select Column: (Table 302_ page ) Load Width: Span_ Select Walls Not Supporting Roof or Guard Rail A) Select Girt : (Table 304 page ) Load Width: 4 ,! Span S,5" Select <� B) Select Column: (Table 304_page ) Load Width: 3 Span S:5 Select -.*K-14, Sn�o THESE PLANS HAVE BEEN REVIEWED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS `'TIRED BY FIELD INSPECTORS THAT 111A Y BE 1`%`ECESSARY IN ORDER TO -Cf0PV 1MTH ALL APPLICABLE CODES. Chapter 1 - Screen Enclosures Chapter 1 - Screen Enclosures GRADE \_\ REFER TO TABLE 102 FOR ALLOWABLE SPANS —CONCRETE FASTENING PER CONNECTION DETAILS Cl(a), C1 OR C2 4" NOMINAL PATIO SLAB W/ 6 X 6 X 10/10 W.W.M. —OR SYNTHETIC FIBERS ON WELL COMPACTED SOIL, (CONCRETE TO BE 2,500 P.S.I. MINIMUM) TYPICAL MONOLITHIC FOOTING DETAIL (SCREEN WALL ON 31/2" MONOLITHIC PATIO SLAB (ONLY) I [DETAIL Fl TYPICAL FOR SCREEN ENCLOSURES UNLESS ADDRESSING ANGLE OF REPOSE (EROSION)] Page 1- 15 r?' REFER TO TABLE 102 FOR ALLOWABLE SPANS s. CONCRETE FASTENING PER CONNECTION DETAILS Cl(a), C1 OR C2 2" ( ini m) 4" NOMINAL PATIO SLAB W/ 6 X 6 X 10/10 W.W.M. OR SYNTHETIC FIBERS ON WELL COMPACTED SOIL. (CONCRETE STRENGTH TO BE MIN. OF 2,500 P.S.I.) F40] GRADE X ° V TEMITE�T MENT REQUIRED 4 ED CIrGTINUOUS REINFORCING 1 EA #5 BAR FOR v jj .�j,;%8 ;WIDE, 2 EACH #5 FOR FOOTINGS WIDER (PATIO EDGE FOOTING) �\ 1 AAA GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 LAP BEAM (A.K.A. SMB [SELF -MATING BEAM REFER TO EAVE DETAILS EAVE 0 0 O ONAL 0 OPEN ACKM 0 0 d- BEAM FLANGE STITCH SCREWS AT 24" O.0 TOP AND BOTTOM#12.SMS FOR 2X9 AND 2X10, ALL OTHERS #10 SMS SCREEN ROOF BEAMS (SCREEN ROOF SHAPEAND BEAM SLOPES VARY), SELECT PER TABLE 101 BEAM FLANGE TRIMMED TO ACCOMODATEINSERTION OF POST,LAP BEAM WEBS OVER POST AND FASTEN W/ 4 EACH #12 SMSOR #14 SMS PER SIDE OF POST/BEAM CHAIR RAIKL (GIRT) [2X3 HOLLOW SHOWN] USE TABLE 104 TO SELECT EXPLODED SECTION / LAP BEAM (AK.A. SMB [SELF -MATING BEAM ]) SELECT POST PER TABLE 103 CHAIR RAIL (GIRT) [2X3 HOLLOW SHOWN] THESE PLANS AND ALL PROPOSE USE TABLE 104 TO SELECT ARES� � wBJcrCT TO ANY CORRECTIC WORK R=� IRED BY FIELD INSPECTORS INS T te"""'Y BE. WESSARY IN ORDER TO COiv`P'y WITH ALL APPLICABLE CC DES. SOLE PLATE (1X2 OB OR 1X3 OB) FASTENS TO FOUNDATIONWITH 1/a"0 CONCRETE ANCHORS AT 24" O.C. (PROVIDE 11/a"MINIMUM-EMBEDMENT) SOLE PLATE W/ANGLE AND _ CONCRETE EXPANSION ANCHOR —SUPPLEMENTAL ANGLES & CONCRETE FASTENERS [REFER TO FOUNDATION CONNECTION DETAILS Cl(a), Cl or C2] Ya CON EfE FOUNDATION (NOMAAL 4" SLAB UNLESS,NOIED•OTHERWISE) [DETAIL` Fl]. TYPICAL RBEAM BEAR!IN AL E 0 Page 1 - 13 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 1 - Screen Enclosures Chapter 1 - Screen Enclosures Detail Cl Elevations show the foundation connections for various depth columns (posts/uprights). Columns (posts/uprights) must not exceed allowable spans in Table 102. V 1X3 SOLE PLATE MAY NOT 2" 4" BE USED WITH 2X4 POSTS 2X4 POST / COLUMN 3", 2" I 2"X2"X1/8" ANGLE 2" LONG 4 EACH #14 SMS INTO POST WEB 00 2"X2"X1/8" ANGLE 2" LONG 9 1X2 OB SOLE PLATE 4 EACH APPROVED MASONRY ANCHORS 1/a" 0 X 2'/z" EMBEDMENT (3/8" 0 ANCHORS MAY BE SUBSTITUTED) SECTION / SIDE ELEVATION / 2X4 POST C1 (FOUNDATION CONNECTION FOR COLUMNS 1 NOT SUPPORTING K BRACING) V IWHEN 1X3 OB SOLE PLATE IS SUBSTITUTED: USE 3" LONG ANGLE ON SOLD PLATE AND 2" 5" 2" LONG ANGLE ON FOUNDATION I 3" ; 3" 2X5 SMB POST / COLUMN 2"X2"X118" ANGLE 2" LONG I 4 EACH #14 SMS INTO POST WEB �0 0 2"X2"X1/8" ANGLE 3" LONG 0 0 1X2 OB SOLE PLATE 4 EACH APPROVED MASONRY ANCHORS '/a° 0 X 21/2" EMBEDMENT (3/8" 0 ANCHORS MAY BE SUBSTITUTED) SECTION / SIDE ELEVATION / 2X5 POST C1 (FOUNDATION CONNECTION FOR COLUMNS 1 NOT SUPPORTING K-BRACING) 6" -2X6 SMB Post / Column "q% 4 EACH #14 SMS INTO POST 3-3/4" (EACH SIDE) (WHEN IX3 SOLE PLATE IS UTILIZED, ADJUST 4" ANGLE LENGTHS ACCORDINGLY) 2"X2"X1/8" Angle 2" Long 2"X2"XI/8" Angle V Long COLUMN SELECTED FROM TABLE 102 APPROVED MASONRY ANCHORS BY 21/2" EMBEDMENT o 0 o 2" X 2" X 1/8" z v J \ ANGLES p U _ o �:�-o- 1X3 OB SOLE PLATE N m FACE OF SCREEN WALL PLAN VIEW SECTION IX3 SOLE PLATE C1 TYPICAL C1 POST/COLUMN AT FOUNDATION 1 COLUMN SELECTED APPROVED MASONRY FROM TABLE 102 ANCHORS BY 21h" EMBEDMENT 0 o- 2"X2"X1/8" ANGLES o- o X-0 1X2 OB SOLE PLATE FACE OF SCREEN WALL EDGE OF FOUNDATION PLAN VIEW SECTION / 1X2 SOLE PLATE C1 TYPICAL C1 POST/COLUMN AT FOUNDATION 1 2X7 SMB POST / COLUMN 4 EACH #14 SMS INTO 2" 7" POST WEB (EACH SIDE) (WHEN 1X3 SOLE PLATE IS 3" 3-3/4" UTILIZED, ADJUST ANGLE LENGTHS ACCORDINGLY) T -1 j 2"X2"Xl/8" ANGLE 2" LONG 0 0 2"X2 N1/8" ANGLE 4" LONG LAJ O o 4 EACH APPROVED MASONRY ANCHORS '/4" 0 X 21/2" EMBEDMENT (3/8" 0 ANCHORS MAY BE SUBSTITUTED) SECTION / SIDE ELEVATION / 2X7 POST C1 (FOUNDATION CONNECTION FOR COLUMNS 1 NOT SUPPORTING K BRACING) 2X7 SMB CONNECTION DETAIL C1 ALSO APPLIES TO LARGER COLUMNS (MAINTAIN REQUIRED COMPONENT SIZES AND FASTENER SPACINGS) o 0 1X2 OB SOLE PLATE 1) MAXIMUM POST HEIGHT (SPAN) 18' 0" ° 2) FOR DETAIL C1 AND C2, POST HEIGHT OR SPAN N NOT LIMITED BY TABLE 105 4 EACH APPROVED MASONRY ANCHORS '/a" 0 X 21/2" EMBEDMENT (3/8" 0 ANCHORS FOR NOMINAL 4" PATIO SLAB, DO NOT EXCEED 23/4" DEPTH MAY BE SUBS 1TUTED) FOR CONCRETE ANCHORS, WHERE CONCRETE DEPTH EXCEEDS 31/2" DEPTH, ANCHOR MAY BE EMBEDDED UP TO �SItfflI OIVT/1SI6EELEVATLON J?6 C CONCRETE DEPTH DIVIDED BY 1.25 &O!) A ON"CONNECTION FOR COhl ^r1 NOT SUPPORTING K BRACING AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Page 1- 20 ARE SMI" R+UIRED f�� Y BE N, Detail C1 utilized for foundation connections where the post height does not exceed values in Table 105. Cl(a) is a special case where screen wall is fastened to the top of a masonry wall (refer to Cl(a) notes below). Columns (posts/uprights) must not exceed allowable spans in Table 102. Imo-POST/COLUMN 4" I I /- 2'W"X1/8" ANGLE 4 EACH #14 SMS INTO POST WEB WALL FACE PARTIAL ELEVATION C1 TYPICAL C1 POST/COLUMN AT FOUNDATION \ 1 l FOR NOMINAL 4" PATIO SLAB, DO NOT EXCEED 23/4" DEPTH FOR CONCRETE ANCHORS, WHERE CONCRETE DEPTH EXCEEDS 31h" DEPTH, ANCHOR MAY BE EMBEDDED UP TO CONCRETE DEPTH DIVIDED BY 1.25 2" POST/COLUMN 3", 2" 2'M"X1/8" ANGLE 2" LONG I I 2 EACH #14 SMS INTO POST 0 oCIWEB EACH SIDE OF POST APPROVED _,- MASONRY ANCHORS BY 21/2" EMBEDMENT ANGLE 2" LONG o - 0 1X2 OB SOLE PLATE FACE OF SCREEN WALL N EDGE OF FOUNDATION Plan View Section w 1X2 Sole Plate C1(a) Typical C1 Post/Column at Foundation 1 NOTES FOR CONNECTION Cl(a): 1) C1(a) IS A C1 CONNECTION WITH ONLY 2 EACH 3/8" 0 APPROVED MASONRY ANCHORS 2) COLUMNS MUST SATISFY BOTH COLUMN SPAN TABLE 102 AND 105 (THE LESSER OF THE TWO); 3) A 1X3 OB MAY BE SUBSTITUTED FOR THE 1X2 SOLE PLATE SHOWN 2 EACH APPROVED MASONRY ANCHORS 3/8" 0 X 21/2" EMBEDMENT ('/a" 0 MAY NOT BE USED) SECTION / SIDE ELEVATION C1(a) ON PPORTINGCOONNECTION K BRACING) FOR TO ANY COLUMNS 1 AND ALL FIR 'FIELD INSPECTORS �R T0� ESSARY ORDER M ALL APPLICABLE CODES. Page 1 - 19 CENTER FASTENERS ON FILLED TOP COURSE / COLUMN 1/8" ANGLE 2" LONG 2 EACH #14 SMS INTO POST WEB EACH SIDE OF POST :)LE PLATE TYPICAL Cl(a) POST COLUMN C1(a) CONNECTION DETAIL FOR 8" CMU WALL 1 Allowable Post Heights (Spans [ft]) for 2 Each 3/8" 0 Concrete Fasteners Table 105 Post Spacing in feet (Load Width) zone psf 5.0 5.5 11ft 6.5 7.0 7.5 8.0 110 13 18.5 16.8 15.4 14.2 13.2 12.3 11.5 120 15 16.0 14.5 13.3 12.3 11.4 10.7 10.0 130 18 13.3 12.1 M 10.3 9.5 8.9 8.3 140 21 11.4 10.4 9.5 1 8.8 8.2 7.6 7.1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 1 - Screen Enclosures Chapter 1 - Screen Enclosures OPEN SAC' XTRUSION i �—_1 X 2 OB @ PERIMETER @. PERIMETE ASTEN FASTEN PER NOTE #1 PER NOTE #1 \\\\7'11 1" X 2-1/4" X 1/8" CHAIR RAIL OR GI(RECEIVING CHANNEL 1" X 1" X 1/8" ANGLES (BY DEPTH OF PERIMETER I ; f--POST / COLUMN EXTRUSION) WITH 2- #10 X 3/4" LONG S.M.S. AT EACH LEG (TYPICAL TOP & BOTTOM) i NE 4. 1 QED FAS ENS S - r" _ 1. 000 -1" X 2"�0R 1" X 3" OB @� 3 - PERIMETER FASTEN PER NOTE #1 I r—HOLLOW HORIZONTAL (GIRT) NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD > HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS. - INTO CONCRETE OR MASONRY CONSTRUCTION (1" EMBEDMENT TYPICAL)/ SPACING 24" O.C. AND - - - - WITHIN 6" OF EACH PERPENDICULAR MEMBER 2- # 10 S.M.S. FROM INSIDE FACE OF 1 X 2 OB INTO SCREW SPLINES OF HOLLOW GIRT (1" EMBEDMENT MINIMUM.) S PLANS AND ALL I SUB ECT TO ANY C UIRED BY FIELD INc RE- NECESSAM IN P,IpLY WITH ALL AP', 3/8" 0 APPROVED M 3 EACH ANCHOR 21/2" EMBE[ #14 SMS 2" LONG '�\ c / 3" X 3" X 1/4" ANGLE j BY 3" LONG s � � PLACEMENT IN ANGLE r333" X 0.072" (MINIMUM) HOLLOW — X 0.072" SQUARE EXTRUSION (MAY R MAY NOT HAVE SNAP FEATURES SHOWN AND SCREW SLOT ARRANGEMENTS VARY) 4 EACH #14 SMS EACH SIDE OF 3X3 (8 TOTAL) 3/8" 0 OVED MASONRY ANCHOR THRU EXTRUD OST BASE 2-3/8" LONG, 21/2" EMBEDMENT :D WORK [IONS S THAT TO CODES. NE L z 1 3/8" 0 APPROVED MASONRY ANCHOR 21/2" EMBEDMENT co 0 3" X 3" X 1/4" ANGLE BY 3" LONG .X-i / '_ -___ive no /l1nTTf1111A1 3" X 3" X 114" ANGLE BY 3" LONG Ju ®u iX3 OB SOLE PLATE 11 EDGE OF CONCRETE FOUNDATION 3" X T' X 0.072" HOLLOW FOR NOMINAL 4" PATIO SLAB, DO NOT EXCEED 23/4" DEPTH F_OR&ONCRETE ANCHORS, WHERE CONCRETE DEPTH EXCEEDS CHANNEL MUST PROVIDE SNUG FIT INSIDE CORNER COLUMN UTILIZED v #10 SMS BY 11/z' LONG @.16" O.C. 125" o � _ o 1X3 OB N ri _ 3" X 3" X 1/4" ANGLE BY 3" LONG 3 EACH #14 SMS 2" LONG SECTION / EXTRUDED CHANNEL POST BASE ANCHORING 3/8" 0 APPROVED MASONRY 2,. ANCHOR z'/i' EMBEDMENT n n / _IX3 OB SOLE PLATE Page 1- 25 (2007 Edition) 1.0 J 1 Page 1- 23 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 I AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS Chapter 1 - Screen Enclosures Chapter 1 - Screen Enclosures IC BEAM (MAY BE HORIZONTAL OR SLOPING), SELECT FROM TABLE 101 2"X3'7(0.050" HOLLOW EAVE WITH 1X2 OB, FASTEN ZX3 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 OPTIONAL 1X2 OPEN BACK EXTRUSION ON BOTTOM OF EAVE RAIL, FASTEN TO POST W/ 2 EACH #10 SMS X 11/2" LONG INTO SCREW SLOTS OF 1X2 AND CONNECT TO EAVE RAIL W/ #10 X 11/z" AT 24" O.0 SCREWS CONNECTING OPEN BACK TO EAVE MAY BE OMMITTED WHEN CONTINUOUS SNAP SECTIONS ARE UTILIZED POST/COLUMN ® ® BEAM FLANGE STITCH SCREWS AT 24" O.C. TOP AND BOTTOM #12 SMS FOR 2X9 AND 2X10, ALL OTHERS #10 SMS 00 i 4 EACH #14 SMS PER SIDE WEB TO WEB ' (MINIMUM) i TRIM BEAM FLANGE TO ACCOMODATE POST 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 11h" 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 POST/COLUMN THESE ARE S --------T � BEAM FLANGE STITCH SCREWS AT MAY/ \24" O.C. TOP AND BOTTOM #12 SMS CrN FOR 2X9 AND 2X10, ALL OTHERS #10 SMS BEAM (MAY BE HORIZONTAL OR SLOPING), SELECT FROM TABLE 101 X'4 ACH #14 SMS PER SIDE WEB TO WEB NIMUM) TRIM BEAM FLANGE TO ACCOMODATE POST AND LAP BEAM WEBS OVER POST WEBS i i .OR WIND ZONE 120 MP AN ► EA1HE-9 ,ANS AND ALL PROPOSED EJECT TO ANY CORRECTIO ED BY FIELD INSPECTORS T' NECESSARY IN ORDER TO Y WITH ALL APPLICABLE C( 1" X 1" X 1/8" ANGLES 2" LONG WITH 2- #8 X 1/2" LONG S.M.S. AT EACH LEG (TYPICAL EACH SIDE, TOP & BOTTOM) CHANNEL ALTERNATE # 10 S.M.S. FROM INSIDE FACE OF T INTO SCREW SPLINES OF HOLLOW T (1-1/2" EMBEDMENT MINIMUM) - SELF MATING POST 1" X 2-1/4" X 1/8" RECEIVING CHANNEL / COLUMN GIRT OR CHAIR RAIL Page 1- 27 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 1 Page 1- 26 Chapter 1 - Screen Enclosures eSplice Plate Alloy: Miter splices shown for mansard splices, identical 6061T6 or 5052H32 specifications for gable r /or straight beam splices. 2 SCREWS ALONG h RLINE Ma)omum an ie;for mansards 390 OF PLATE EVENLY SPA ED Maximum Angle for gables 450 -' 0 - -0— o - --0- — o - 0 ANINTERNAL o \/SPLICE PLATE 0 0 Oho \` F- / O ` i \ 'O O - - O - - -0-- O `\ L 0 A v O O� \\ p 0 O \\ O _ \ 0 \ AN 0 O - 0 f6 •. \ --'--------------------- O ',\#14 STypical 1 \\ 1 \ 0 0 % ` OQ�� \�"V P� \\ 0 Of- Screw positions near miter joint may be adj sted A ,- �yN to accomodate purlin, space between fast ers ' along miter joint may 11/i' W 2", main \ maximum and minimum distances be een screws. Edge Distance for Screws: 3/4" Minimum Screw Spacing: 5/8" SPLICE SPECIFICATIONS PER TABLE 109 BELOW - .. A XR 1@Ab4E-laE_W_TION ii�Ji:4� v11;;- [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] THESE P ARE SUB REQUIRE Be -Ah D ils #14 SMS Total Fastener Spaces U9 Splice Plate Dimensions Per Side #14 SMS Number of Spaces klAY BE pL IC NJ Bea ` Thiclmessl Length Height Per End Per Splice Horizontal I Vertical 2X6X0.050X0.120 SMB 1/8" 16" 1 51/4" 14 56 3 3 `7X0.05- 0.124 S 242 14 56 2X8X0.072X0.224 SMB 3/16" 18" 71/a" 16 64 4 3 2X9X0.082X0.306 SMB 3/16" 18" 81/a" 18 72 4 4 2X10X0.092X0.389 SMB 1/4" 20" 9" 22 88 4 6 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Page 1 - 32 Chapter 1 - Screen Enclosures WHERE PURLINS ARE ADJACENT TO DIAGONAL ROOF BRACING, BRACING CONNECTIONS REQUIRE BACKING PLATES, EXTEND DIAGONAL BRACING 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) , 21'X2"X1/8" ANGLE EACH SIDE 4 EACH- #14SMS INTO PURLIN WEB AND 4 i i EACH INTO BEAM WEB (ANGLE -_-____-- EXTENDS TO WITHIN 1/a" OF TOP AND BOTTOM OF CONNECTING PURLIN ' I AND FASTENERS SPACED EVENLY) I v 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 21/2" X 31/z" X 1/8" BACKING PLATE (REQUIRED IN WIND ZONES 120 MPH AND ABOVE) ANS AND AIL PROPOS I: IECT TO AN" CORRECT NS D BY FIELD I SPECTORS 'AT 7-91 4ECESSARY N ORDER TO 2"X2"X1/8" ANGLE EACH SIDE MS INTO PURLIN WEB---/ W1174 ALL A TLICABLE CCO ES, AND 4 3 EACH SEACH INTO BEAM WEB (1/8" THICKNESS RECEIVING CHANNEL MAY ALSO BE USED FASTENED AS SHOWN) 1/8" BACKING - - ND 6 #10 SMS INTO HOLLOW PURLINS REQUIRED IN 12 PH NES AND GREATER, IN WIND ZONES UP TO 19 M 1 4 #10 SMS INTO PURLINS WHERE PURLINS ARE -ADJACENT TO DIAGONAL RObFP4 BRACING, BRACING CONNECTIONS REQUIRE BACKING PLATES, EXTEND DIAGONAL BRACING BACKING PLATES AND UTILIZE FOR PURLIN CONNECTION ----------------------------- I I BEAM HOLLOW PURLIN (SELECT PER TABLE 103) MAY BE SLOPING OR HORIZONTAL WITH 11/2" LONG #10 SMS FROM INSIDE BEAM INTO PURLIN SCREW SLOTS Page 1- 31 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 1 - Screen Enclosures Chapter 1 - Screen Enclosures 1X2 OB (2X2 MAY BE SUBSTITUTED) 2" X 2" X 1/8" ANGLE EACH SIDE OF BEAM (MINIMUM 2" LONG) WITH 2 EACH #14 SMS INTO BEAM WEB and ROOF BEAM %.� (PER TABLE 101) 3/8" 0 LAG SCREW EACH SIDE OF BEAM THRU 2"X2"X1/8" ANGLE, LENGTH SUFFICIENT TO I; ASSURE 2" EMBEDMENT INTO HOST FASCIA 3/8" 0 LAG SCREW EACH SIDE OF BEAM THRU BEAM MAY BE SLOPING OR HORIZONTAL / 2"X2'M/8" ANGLE, LENGTH SUFFICIENT TO ASSURE 2" EMBEDMENT INTO HOST FASCIA 2" X 2" X 1/8" ANGLE EACH SIDE OF BEAM (MINIMUM 2" LONG) WITH 2 EACH #14 SMS INTO BEAM WEB CHANNEL COVERING OPEN BEAM (INCIDENTAL TO DESIGN) BEAM MAY BE TRIMMED [HOST FASCIA] r71 - I I I 1X2 OB fl \If ---ram-- --,-r - r IOST FASCIA _H- 1;---.1 THESE PLAN AND ALL PROPOSED WORI AIDE SUBJEC TO ANY CORRECTIONS �QUR RED - FIELD INSPECTORS THAT i!EGESSARY IN ORDER TO �` r= .r�;° E i rH APPLICAUKODES. EXTRUDED GUTTER BRACKET BY 6" LO L11 Ma 1 AT EACH BEAM WITH 3 EACH 3/8" 0 LE SCREWS INTO FASCIA (ALSO PROVIDE LAG SCREWS BETWEEN BEAMS ALONG GUTTER AT 24" O.C.) ROOF BEAM 3/8" 0 LAG SCREW EACH SIDE OF BEAM THRU 2"X2"X1/8" ANGLE, LENGTH SUFFICIENT TO ASSURE 2" EMBEDMENT INTO HOST FASCIA (LONG LAGS NOT REQ'D BETWEEN BEAMS) 2" X 2" X 1/8" ANGLE EACH SIDE OF BEAM 6" LONG GUTTER BRACKET I 3 EACH #12 SMS 7 4 EACH #14 SMS EACH SIDE OF BEAM ROOF BEAM ® - - /% (PER TABLE 101) O ; 1 �a�\ oC 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.) LU 3/8" 0 LAG SCREW EACH SIDE OF BEAM THRU 2"X2"X1/8" ANGLE, LENGTH SUFFICIENT TO MAY BE SLOPING OR HORIZONTAL ASSURE 2" EMBEDMENT INTO HOST FASCIA 1/8" ANGLE CONTINUOUS SHIM (CUT TO ACCOMODATE SLOPE) Z" X 2" X 1/8" ANGLE EACH SIDE OF BEAM CHANNEL COVERING OPEN BEAM (INCIDENTAL TO DESIGN) BEAM MAY BE TRIMMED SUPER GUTTER CONNECTION DETAIL (1) BEAM TO HOST EAVE 6" LONG GUTTER BRACKET Or 3 EACH #12 SMS- 1X2 OB 2" X 2" X 1/8" ANGLE EACH SIDE OF BEAM (MINIMUM 2" LONG) WITH 2 EACH #14 SMS' INTO. BEAM WEB 7 0 l 0 ROOF BEAM /PER TABLE 101) MAY BE SLOPING OR HORIZONTAL ly Fl�r�'CN¢ _J \ 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 Page 1- 35 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 j A•AF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 L Page 1- 34 Chapter 1 - Screen Enclosures 1/8" ANG�:€.BRET WITH Q O O O 5/16" EYE-BOL ELDED (D I CLOSED WITH D • UBLE NUTS O DOUBLE COMPR ION SLEEVES ,-1/8" STAIN S STEEL CABLE DOUBLE COMPRESSION SLEEVES 3 A.S.T.M. A-36 STEEL CLIP WITH 2-3/8" X 3" SLEEVE ANCHORS TO CONCRETE DECK ]./8" STAINLESS STEEL CABLE THIS CLIP MAY ALSO BE USED ON SIDE OF CONCRETE SLAB. MAINTAIN 2" MIN. EDGE DISTANCE DETAIL (ALTERNATIVE 1 C10 1; CUT FROM 1" X 5" ANGLE 1/8" STAINLESS STEEL CABLE C10 1 1 , ,A@1110UR A I �;N �— 1/8" STAINLESS STEEL CABLE SLEEVES **EACH WALL NOT LATERALLY SUPPORTED' ' BY HOST STRUCTURE MUST BE CABLED - TABULAR VALUES REPRESENT WALLS PERPENDICULAR TO CABLED WALL FOR NUMBER OF CABLES REFER TO TABLE 41 N 3/8SLEEVE O ANCHOR 1 1/4"x5 5/8"x1/8" FLAT BAR C AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 1 - Screen Enclosures LU LU US i' z�g —, 7 Z J p [ - U z Q m 2' ��------- - O U a =- C o o 0i2o O.>' rn c m z m W F- O U z W � �\ U :• LF-U� z m L a y w g'L - ��� N > m V W O� �O m `o o m O� / L'�'�L c`a o M 75 > C7 (n c C: L i C. m ( 7 W r U ' SJ 00 E c z 12 u, v �Q�. y�F'�.� I o Y E U fu fa 00 U.;U L as 01 > a� E IL191w H� �O�O N (2 c n z0 '�J� y n ro Uj >(�Q: D �" Z -0 Y f� -9 ® ® C o - :--------- om rn O z c t • CD _ 0 z 2C9m 00 x s p Mg LO L,rL[�waLU�w zw o . En F-N�=� m w - ¢z Q UZ w mg- �O (D-i a.mg�02U ZLLI pp J¢OmzLU.. l- ads o �3u� �i=z O =Iz c� x a m 3� LLJ z Oz inC7 zgw O 1 U rC 2 X M w Q O� 1 Y8 W Ut� :. pjj �UZW N? M m z Q= m W 6 i2 THESE PLANS AND ALL PROPPOO L a v ARE SUBJECT TO ANY CORRECTIONS REC4 MED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COIVIpi.Y VgH ALL Ke LICABLE CODES, Page 1 - 41 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0. Chapter 1- Screen Enclosures APPENDIX C N Exposure C Supplement ALLOWABLE SPANS for SECONDARY SCREEN WALL MEMBERS (ORTS OR GiAIR RAILS) EXPOSURE C FOR 100&110 mph Wind Zones (Maximum Vertical Spacing 7 ft o.c.) Unit Load = 15.5 Ibs/sgft Table 104 Table 104a&b Extrusion 4'-0'. 2X2X.046 Hollow 4'-11" I 4'-6" 4'4' I T-0" 4'-5" I T-6" -I 4'-2" 6'-0" 4'-0" 6'-6" T-10" I T-0" 3'-9" 2X3X.050 Hollow 7-3" V-10" 6'-6" 6'-3" T-11" 5'-9" T-6" 2M.05" 9'-3" 8'-9" 8'-4" 7-11" 7-7" 7'-3" T-0" 2X5X.05" 10'-8" 10'-1" 9'-6" 9'-1" 8'-9" 8'4" 8'-1" 2X3X.072" 8'-4" T-10" T-5" T-1" 6'-9" 6'-6" 6'-3" EXPOSURE C FOR 120 mph Wind lone (Maximum Vertical Spacing 7 ft o.c.) Unit Load = 18.1 Ibs/sgft I rind Width / Snarinn Table 104c Extrusion 4'-0" 2X2X.046 Hollow 4'-7" I 4'-6" V-4" I T-0" 4'-1" I 5'-6" T-11" I 6'-0" 3'-9" I 6'-6" T-7" I 7-0" 3'-5" 2X3X.050 Hollow 6'-9" 6'-4" 6'-0" 5'-9" 5'-6" 5'-3" 5'-1" 2X4X.05" 8'-7" 8'-1" 7-8" 7-4" 7-0" 6'-9" 6'-6" 2X5X.05" 9'-10" 9'-4" 8'-10" 8'-5" 8'-1" 7-9" 7-6" 2X3X.072" 7-8" 7-3" 6-11" 6'-7" 6'-3" 6'-0" - T-10"- EXPOSURE C hilt] _Q>h1WindrZot (Maximum Vertical Spacing 7 ft o.c.) Unit Load = 21.5 Ibs/sqft Lnad Width / Snacinn Extrusion 4'4" 2X2X.046 Hollow 4'- " 1 4'-6" T-11" I 5'-0" T-9" T-6" T-7" 6-0" T-5" I 6'-6" 3'-3" I 7-0" 3'-2" 2f'�C�3X.050 i ollaw 6' T-10" T-6" 5'-3" 5'-1" 4'-10" 4'-8" 2M.05" T-11" 7'-5" 7'-1" 6'-9" 6'-5" 6'-2" 5'-11" 2X5X.05" 9'4" 8'-6" 8'-1" T-9" 7-5" 7'-1" 6-10" 2X3X.072" 7'-1" 6'-8" 6'-4" 6'-0" 5'-9" T-6" 5'-4" EXPOSURE C FOR 140 mph Wind Zone (Maximum Vertical Spacing 7 ft o.c.) Unit Load = 24.9 Ibs/sqft I rind Width / rnnrinn Table 104e Extrusion 4'4' 2X2X.046 Hollow T-11" I 4'-6" 3'-8" I T-0" T-6" I 5'-6" 3'-4" I 6'-0" T-2" I 6'-6" T-0" I T-0" X-11" 2X3X.050 Hollow 5'-9" 5'-5" 5'-2" 4'-11" 4'-8" V-6" 4'-4" 2M.05" T-4" 6'-11" 6'-7" 6'-3" 5'-11" 5'-9" T-6" 2X5X.05" 8'-5" 7-11" 7-6" 7-2" 6-10" 6'-7" 6'-4" 2X3X.072" 6'-7" 6'-2" 5'-10" T-7" 5'-4" 5'-2" 4'-11" �. Page C - 27 1 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 1- Screen Enclosures APPENDIX C N Exposure C Supplement ALLOWABLE SPANS for Primary Members In Screen Walls (Posts/Columns) Wind Zone = 130 MPH Applied Unit Load = 21.5 PSF Exposure C [FOR MEAN ROOF HEIGHTS OF 15 FT OR LESS] Load Widths or Spacing Post / Column jIM 4'-&' 5-0" 1 51-6" - 6'-6"- 7'-0" 7-6" 8'-0" 2" X 2" X 0.046" X 0.046" Hollow 4'-47 . 4'-1" T-11" 3'-9" T-7" T-5" .3'-4". T-2" T-1" 2" X 3" X 0.05" X 0.05" Holow 6'-2" T-10" 51-6" 5'-3" - 5'-1" 4'-10" 4'-8" - 4'-6" V-4" 2" X 3" X 0.05" X 0:05" Snap 6'-8" 6'-3" 5'-11" 5'-8" 5'-5" 5'-2" 51-0" 4'-10" 4'-8" 2" X 4" X 0.050" X 0.050" Hollow 7'-6" T-0" 6'-8" 61-4" 6'-l" T-10" 5-8" 5'=5" 5'-3" 2" X 4" X 0.05" X 0.05" Snap 8'-3" 7-9" 7-5" T-l" 6'-9" 6!,6" 6-3" 6'-0" 1 5'-10" 2" X 5" X 0.050" X 0.050" Hollow 7'-9" 7'-3" 6'-11" 6'-7" 6-4" 6'-1" 5'-10" 5'-8" 51-6" 2"X4"X0.046"X0.10" SMB 6'-5" 6'-0" 5-9" 5'-5" 5'-3" 5'-0" . 4'-10" 4'-8" 41-6" ,2"X5"X0.05"X0.116" SMB 7'-11" 71-6" 7'-1" 6-9" 6-6" 6'-3" 61-0" 5'-10" 5'-7" 2"X6"X0.05"X0.12" SMB 8'-11" 81-6" 8'-1" 7'-8" 7'-4" T-1" 6'-10" 6'-7" 614" 2"X7"X0.055"X0.12" SMB 9'-10" 9'-3" 8'-10" 8'-5" 8'-0" 7'-9" 7'-5" 7'-2" 6'-11" 15'-3" ' 14'-l" 13'-6" 13'-l" 12'-8" 2"X9"X.082"X.306" SMB. 2314" 21'-11" 20'-9" 191=10" 18'-11" -18'=3" 17-7" 16-11" 16'-5" 2"X10' X.092"X.389" SMB .28'-l" 26-5" 25'-l" 23'-11" 22'-11" 21'-11" 21'-2" 20'-6" 19'-10" ALLOWABLE SPANS for Primary Members. In Screen Walls (Posts/Columns) Wand Zone = 140 MPH Applied Unit Load = 24.9 PSF Exposure C [FOR MEAN ROOF HEIGHTS OF 15 FT OR LESS] Load Widths or*Spacing Post I Column 4'-0" 4'-6" 5-0" 5'-6" 6'-0" 6'-6" 7-0" T-6" 8'-0" 2" X 2" X 0.046" X 0.046" Holow 4'-1" T-10" T-7" T-5" 3'4' T-2" T-l" T-11" T-10" 2" X 3" X 0.05" X 0.05"' Hollow 51-9" 5-5" 5'-2" 4'-11" 4'-8" 4'-6" 4'-W" 4'-2" 4'-1- 2" X 3" X 0.05" X 0.05" Snap 6'-2" T-10" 51-6" 5'-3" 5'-0" 4'-10" 4'-8" 41-6" 41i" 2" X 4" X 0.050" X 0.050" Hollow 6-11" 61-6" 6'-2" 5-11" 5'-8" 5'-5" 5'-3" 5'-1" 4'-11" 2" X _4" X 0.05" X 0.05" Snap 7'-8" - ;7-3" 6-10" 6'-6" 6'-3" 61-0" 5'-10" 5'-7" 5'-5" 2" X 5" X 0.050" X 0.050" Hollow 7'-2" 6'-9" 6'-5" 6'-l" 5-10" 5'-8" 5'-5" 5'-3" T-l" 2"X4"X0.046"X0.10" SMB 5'-11" 5'-7" 514" 5'-1" 4'-10" 4'-8" 41-6" 4'4" 4'-2" 2"X5"X0.05"X0.116" SMB 7'-5" 6'-11" 6'-71'. 61-4" 61-0" T-9" 5'-7" 5'-5" 51-3" 2"X6"X0.05"X0.12" SMB 814" 73-10" 71-6" 7-1" 6'-10" 6'-7" 6'-4" 6'-l" T-11" 2"X7"X0.055"X0.12" SMB 9'-2" 8'-7" 8'-2" 7'-10" 7'-6" • 7-2" 6-11" 6'-8" 6'-6" 2"X8X.072"X0.224" SMB 16'-8" 15'-8" 14'40" 14'-2" 13'-7" IT-1" 12'-7" 12'-2" - li'-9" 2"X9"X.082"X.306" SMB 21'-7" �0'4" 19'-3" 18'-5" 17-7" 16-11" 16'-4" 15'-9" 15'-3" 2"X10"X.092"X.389" SMB 26-0" 24'-7" 23'-3" 22'-2" 21'-3" 20'-5" 19'-8" 19'-0" 18'-5" l AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (200' Edition) 1.0 � Page Chapter 1- Screen Enclosures APPENDIX C N Exposure C Supplement Allowable Spam; for Mansard Beams with a Rise of 3 ft (Maxiinnim) Table 101(d)8 Wall Height: 8 ft Roof Design Pressure: 6 psf Wind Zone 130 mph Exposure C Wall Design.Pressure: 21.5 psf Beam Spacing in Feet Self -Mating (or Lap) Beams 51011 5' 6" 61011 61611 71011 7' 6" 81011 2 X 6 X 0.050 X 0.120 SMB NA NA NA NA NA NA NA 2 X 7 X 0.055 X 0.120 SMB NA NA NA NA NA NA NA 2 X 8 X 0.072 X 0.224 SMB 24'-2" 22'-3" 20'-6" 18'-11" 17'-6" 16'-2" 14'-11" 2 X 9 X 0.082 X 0.306 SMB 34'-4" 32'-4" 30'-5" 28'-7" 26-11" 25'-6" 24'-2" 2 X 10 X 0.092 X 0.374 SMB 42'-10" 40'-6" 38'-5" 37'-8" 34'-11" 33'-3" 31'-9" Wall Height: 11 ft Roof Design Pressure: 6 psf Wind Zone 130 mph Exposure C Wall Design Pressure: 21.5 psf Beam Spacing in Feet Self -Mating (or Lap) Beams 5' 6" 66" 7' 0" 7' 6" 81011 2 X 7 X 0.055 X 0.120 SMB NA NA NA NA NA NA NA .fly - 19'-3" ' 15'-6" 13'-10" 12'-2" 10'-7" 30'-2" 28'-1" - 26'-2" 24'-5" 22'-10" 2 X 9 X 0.082 X 0.306 SMB 32'-5" 21'-5" 2 X 10X 0.092 X 0.374 SMB 41'-1" 38'-9" 36'-8" 35'-10" 32'-10" 31'-1" 29'-6" Allowable Spans for Mansard Bears with a Rise of 3 ft (Maximum) Table 101(d)14 Wall Height: 14 ft Roof Design Pressure: 6 psf Wind Zone 130 mph Exposure C Wall Design Pressure: 21.5 psf Beam Spacing in Feet Self -Mating (or Lap) Beams 51011 5' 6" 1 60" 6' 6" 7' 0" 7' 6" 8' 0" 2 X 8 X 0.072 X 0.224 SMB 18'-5" 15'-11" 13'-8" 11'-5" 9'-2" 6'-9" 3'-8" 2 X 9 X 0.082 X 0.306 SMB 30'-5" 27'-11" 25'-8" 23'-7" 21'-9" 20'-0" 18'-5" 2 X 10 X 0.092 X 0.374 SMB 39'-5" 37'-l" 34'-10" 33'-11" 30'-8" 28'-10" 27'-2" .ESE PLAbJS AND ALL PROPOSED WORD ire bUBJECT TO ANY CORRECTIONS ?IR`D BY FIELD INSPECTORS BE NECEcc THAT �_fi,RY IN ORDER TO V: M { ALL ! R1"CALLE CODES, Page C - 9 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 1- Screen Enclosures APPENDIX C N Exposure C Supplement ALLOWABLE BEAM SPANS (Fr) FOR RMBON FOOTINGS TABLE 111 EXPOSURE C FOOTING SIZES AND CROSS -SECTIONAL AREAS WIND ZONES 81 9"X9" 108 9" X 12" 144 12" X 12" 192 16" X 12" 256 16" X 16" u to 120 18.7 24.9 33.2 44.2 59.0 130 16.2 21.6 28.7 38.3 51.1 140 14.1 18.7 25.0 33.3 44.4 TABLE NOTES: 1) MAXIMUM SPAN 40 FT, WHERE TABULAR VALUES EXCEED 40 FT USE 40 FT 2) HEIGHT AND WIDTH DIMENSIONS INTERCHANGEABLE 3) TABLE MAY BE INTERPOLATED BY CROSS -SECTIONAL AREA Cable Pressure=> 27.5 PSF 32.7 PSF 7 44.7 PSF Pairs �WindZone=> 110 120 140 1 (TABULAR VALUES IN SQUARE FEET) 105 88 64 2 195 164 142 120 3 259 218 188 159 4 297 250 216 182 5 315 266 229 194 FASTENER: SPEC1FICATWNS FOR ENDS OF ROOF SUPPORT BEAMS 1N SCREEN ENCLOSURES CONfECTMI N BEAM TO BEAM OR TO HOST STRC RE TABLE 114 BY BEAM AND FASTENER Beam Fasteners into Beam to Host Structure #12 SMS # Each per Side #14 SMS # Each per Side 3/8" Thru Bolts 1/4" Dia Lag Screw (per side) 3/8" Dia Masonry (per side) 2X4X0.045X0.100SMB 3 3 2 2 2 2X5X0.050X0.100SMB 4 3 2 3 2 2 X 6 X 0.050 X 0.120 SMB 4 3 2- 3.--,- - 2, 2 X 7 X 0.055 X 0.120 SMB 4 3 2 3 f2 2 X 8 X 0.072 X 0.224 SMB 4 3 2 4 3' 2X9X0.082X0.306SM6 4 4 3 5 3 2X10X0.092X0.374SMB 5 4 3 5 4 THESE PLANS'AND ALL PROP ARE SUBJECT TO ANY CORK ®TION ORIC a��`BlRE� BY FIELD INSPECTORS THAT BE N'E CESS�,RY IN ORDER TO ALL APPLICABLE CODES. AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Chapter 3 - Screened Walls & Balconies S91VId dOl IS WOJ109 SS31 _LH9I3H TIVM = NVdS _LSOd IH90H 11VM \�tNSRDVA 9'dniDn _LSOH \77v k \5 Lu MM"t \F- \\3-X '41 x \(n 0 ri 0 LLJ CD z z- 0z I ch Z LLJ LU %-0 WrAl uj — _j w co t; (D uJ N ui 0 En C) < z uj 1< z LLI r14 t; F- wz> < C& Lu Z > LO LLJ IL 0 CD CD Lu u a 'mm x Lu z V) LLJ ul) z En Z= 0 LL 00 u F- LLI\ 4j rw ce LLI Uj > L-j 0,\ CU 3 x w Lu ,0 \\\i�mon, _LSOH AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Page 3 3 LO uj 5,t Chapter 3 - Screened Walls & Balconies AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4"0 X 21/4" LONG. CONCRETE SCREWS C7ION INTO CONCRETE OR MASONRY CONSTRU EMBEDMENT TYPICAQ/ SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER 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 MAINTAIN A MA)GMUM VERTICAL SPACING FOP, HORIZONTALS OF 96" -,-POSTS SIZED PEP, TABLE 304 BY WIND ZONE CHAIR RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 301 OR 304 THESE PLANS AND ALL PROPOSED WORK ARE SUBjECT TO ANY CORRECTIONS POSTS SIZED PER TABLEiCp _UIRED BY FIELD INSPECTORS THAT z _�;;�304 BY WIND ZONE Lu IvAY BE NECESSARY IN ORDER TO IGCKPLATE RAIL (GIR-00s�JI'M VATH ALL APPLICABLE CODES. z BY WIND ZONE FROM TABLE 303 SOLID KICKPLATE (OPTIONAL) FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (304) 1X2 OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN TO FLOOR OR FOUNDATION W/ 1/4"0 FASTENERS I" 2" MINIMUM EMBEDMENT-@ 24' O.C. 30"VERE-01%, 17A:ML%W,")IqTl'.H'.1'9.]UFJTIG�-UI A:R7,FR,7Ad'j96jNm_ wpm�wl FOUNDATION OR BALCONY 5,t Chapter 3 - Screened Walls & Balconies AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4"0 X 21/4" LONG. CONCRETE SCREWS C7ION INTO CONCRETE OR MASONRY CONSTRU EMBEDMENT TYPICAQ/ SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER 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 MAINTAIN A MA)GMUM VERTICAL SPACING FOP, HORIZONTALS OF 96" -,-POSTS SIZED PEP, TABLE 304 BY WIND ZONE CHAIR RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 301 OR 304 THESE PLANS AND ALL PROPOSED WORK ARE SUBjECT TO ANY CORRECTIONS POSTS SIZED PER TABLEiCp _UIRED BY FIELD INSPECTORS THAT z _�;;�304 BY WIND ZONE Lu IvAY BE NECESSARY IN ORDER TO IGCKPLATE RAIL (GIR-00s�JI'M VATH ALL APPLICABLE CODES. z BY WIND ZONE FROM TABLE 303 SOLID KICKPLATE (OPTIONAL) FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (304) 1X2 OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN TO FLOOR OR FOUNDATION W/ 1/4"0 FASTENERS I" 2" MINIMUM EMBEDMENT-@ 24' O.C. 30"VERE-01%, 17A:ML%W,")IqTl'.H'.1'9.]UFJTIG�-UI A:R7,FR,7Ad'j96jNm_ wpm�wl FOUNDATION OR BALCONY Chapter 3 - Screened Walls & Balconies AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4"0 X 21/4" LONG. CONCRETE SCREWS C7ION INTO CONCRETE OR MASONRY CONSTRU EMBEDMENT TYPICAQ/ SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER 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 MAINTAIN A MA)GMUM VERTICAL SPACING FOP, HORIZONTALS OF 96" -,-POSTS SIZED PEP, TABLE 304 BY WIND ZONE CHAIR RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 301 OR 304 THESE PLANS AND ALL PROPOSED WORK ARE SUBjECT TO ANY CORRECTIONS POSTS SIZED PER TABLEiCp _UIRED BY FIELD INSPECTORS THAT z _�;;�304 BY WIND ZONE Lu IvAY BE NECESSARY IN ORDER TO IGCKPLATE RAIL (GIR-00s�JI'M VATH ALL APPLICABLE CODES. z BY WIND ZONE FROM TABLE 303 SOLID KICKPLATE (OPTIONAL) FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (304) 1X2 OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN TO FLOOR OR FOUNDATION W/ 1/4"0 FASTENERS I" 2" MINIMUM EMBEDMENT-@ 24' O.C. 30"VERE-01%, 17A:ML%W,")IqTl'.H'.1'9.]UFJTIG�-UI A:R7,FR,7Ad'j96jNm_ wpm�wl FOUNDATION OR BALCONY AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 NOTE #1: USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4"0 X 21/4" LONG. CONCRETE SCREWS C7ION INTO CONCRETE OR MASONRY CONSTRU EMBEDMENT TYPICAQ/ SPACING 24" O.C. AND WITHIN 4" OF EACH PERPENDICULAR MEMBER 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 MAINTAIN A MA)GMUM VERTICAL SPACING FOP, HORIZONTALS OF 96" -,-POSTS SIZED PEP, TABLE 304 BY WIND ZONE CHAIR RAIL (GIRT) - SELECT BY WIND ZONE FROM TABLE 301 OR 304 THESE PLANS AND ALL PROPOSED WORK ARE SUBjECT TO ANY CORRECTIONS POSTS SIZED PER TABLEiCp _UIRED BY FIELD INSPECTORS THAT z _�;;�304 BY WIND ZONE Lu IvAY BE NECESSARY IN ORDER TO IGCKPLATE RAIL (GIR-00s�JI'M VATH ALL APPLICABLE CODES. z BY WIND ZONE FROM TABLE 303 SOLID KICKPLATE (OPTIONAL) FASTEN POST END PER DETAIL C1 OR C2 ACCORDING TO LOAD CONDITION SPECIFIED IN POST TABLE (304) 1X2 OB SOLE PLATE UNLESS NOTED OTHERWISE, FASTEN TO FLOOR OR FOUNDATION W/ 1/4"0 FASTENERS I" 2" MINIMUM EMBEDMENT-@ 24' O.C. 30"VERE-01%, 17A:ML%W,")IqTl'.H'.1'9.]UFJTIG�-UI A:R7,FR,7Ad'j96jNm_ wpm�wl FOUNDATION OR BALCONY Chapter 3 - Screened Walls & Balconies 2X3 COLUMN SHOWN SIZE COLUMN PER TABLE 302 OR 304---\\ SCREEN (OR ,,,,�KICKPLATE) 2"X2"X1/8" ANGLE EACH SIDE 2 EACH #14 SMS EACH 3/8" DIA CONCRETE ANCHOR "---SIDE (V O.C. MIN.) W/2" EMBEDMENT (MIN.) (TYPICAL) 2' COLUMN / FOUNDATION FASTENING FOR LOAD CONDITION 1 LOAD CONDITION #1 NOTES: 1) COLUMN MAY BE LARGER THAN 2X3 FOR THIS CONNECTION 2) COLUMN SIZE TO BE DETERMINED BY TABLE 302 WHEN POSTS MUST SUPPORT GUARDRAIL AND TABLE 304 WHEN SUPPORTING SCREEN ONLY COLUMN TABLES 3) WHEN POSTS SUPPORT HANDRAIL/GUARDRAIL FASTEN ENDS FOR DETAIL C2/3 OF 2X4 COLUMN SHOWN (MINIMUM SIZE /0 LUMN FOR LOAD CONDITION #2) PER TABLE 302 OR 304 :ASTEN POST TO CONCRETE WITH 2" X 2" X 118" THICK ANGLE BY 2- LONG W1 2 EACH #12 SMS INTO POST AND 1/4"0 CONCRETE ANCHOR W/2" 4BEDMENT (MIN.)(TYPICAL EACH SIDE OF POST) 0 a Iq 9 SCREEN FASTEN SOLE TO POST USING 2 EACH #ML� FROM SOLE INTO INTERNAL SCREW SPLINE� POST (OR, FROM POST INTO SOLE PLATE); C WITH 1- X 1" X 1/16" ANGLE 2" LONG AND 2 EACH #8 SMS INTO EACH MEMBER * FOR ALL POSTS SUPPORTING HANDRAIL/GUARDRAIL AND ACCORDING TO TABLE 304 WHEN POSTS SUPPORT SCREEN ONLY [HESj PLANS AND ALL PROPOSED' ARE suBJECT To ANy CORRECTIO! REQ1 11RED BY FIELD 'NSPECTORS Ti gCESSARY 114 ORDER TO MAY BE I . 0pulcmLE C( ALL. Chapter 3 - Screened Walls & Balconies HOST, u v X/ X, 2" X 2" X 1/8- ANGI F EACH SIDE W1 2 EACH #14 S.M.S. SELECT COLUMN AND POST END FASTENING CONDITION PER TABLE 302 / 304 BY WIND ZONE .2 NOTE: IN SCREEN WALLS WITHOUT GUARDRAILS, PICKETS NOT PRESENT. ALL OTHER ATTRIBUTES OF DETAILS APPLY SELECT COLUMN AND POST END FASTENING CONDITION; PER TABLE 302 / 3G4 BY WIND ZONE "111�--SCREEN 2f EACH #10 SMS X 1-1/2"'. �LONG INTO SOLE PLATE 7\ LIN NOTE #1: TYPICAL PERIMETER 1X2 FASTENING TO HOST - USE 1/4"0 X 3" LONG LAGS INTO WOOD HOST AND 1/4"0 X 21/4" LONG CONCRETE SCREWS INTO CONCRETE OR MASONRY CONSTRUCTION (1- EMBEDMENT TYPICAL)/ SPACING 2W' O.C. AND WITHIN 8" OF EACH SIDE OF EACH POST w PICKETS MAY BE V SQUARE (ISN# 5) AT 4-7/8" (Max) O.C. OR, 3/4" SQUARE (ISN# 13) AT 4-5/8" (MAX) O.C. (SEE FASTENING NOTE BELOW) 2- X 2- X 1/8- ANGLE EACH SIDE W/ 2 EACH #14 S.M."S. 3/8"0 CONCRETE ANCHOR W/2" MIN. EMBEDMENT (FOR LOAD CONDITION 1) X2 OB SOLE PLATE 5 'PSI, 0,0, Co -TE.' NdRE PROVED. 174� �W AP GON�CFtTEANqi!C�&� 24,, c--ANbwrrHIN�"OFCONNECT1NiG P MEMBER$ (2� E-MBEQf4EINf TYPIqAL) —(PARTIAL ELEVATION @ SCREEN FACE) PICKET FASTENING: #10 SMS BY 1" EMBEDMENT INTO PICK[7- SCREW SLOT(S), 2 EACH END FOR 1" PICKET, I EACH END FOR 3/4" PICKET. Page 3 - 5- AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 AAF GUIDE TO ALUMINUM CONSTRUCTION IN HIGH WIND AREAS (2007 Edition) 1.0 Page 3 - 10 A� VOL _F'NS 00 MAX-L-INERRE _IffS A _�-IrztNrwlwil Ulm (Maximum Girt Spacng = 7 ft o. c.) (Table applies to Posts'and Chair Rails) Unt Load-= Design Presvre 21.-7� lbs/sqft Exposure C Post S acinq / Load Width Extrusion If 51 -Olt T-6" :.6'-0"'-" 6' -6 7-0 71-611 81 -oil 2X2X.045" Hollow 4'-11" (1 41-611 (2) 41-311(2) 41-111 �-31-1111 (2) 31-911(2) 8 31- "(2) T-6., (2) 2X2X.045" Self -Mating Snap 5'-8" - (2) 5'-4" (2) T-l" (2) 4'-10" (2) (2) ',�W-5" (2) 4'-3" (2) 4'-2" (2) T-11" (2) 3X2X.045 Hollow T-10" (2) 5-6" (2) T-2" (2) 4'-11" (2), '4'-9" (2) 4'-7" (2) 4'-5" (2) 4'-3" (2) 4'-l" (2) 2X3X.045" Hollow 6'-6" (2) 6'-2" (2) T-10" (2) T-7 (2) 1 �'-4,'_(2j' 5--l" (2) If 4'-11 (2) 4'-9" (2) 4'-7"(2) 2X3X.045" Self -Mating Snap 7-5" (2) V-11" (2) 6'-S" (2) 6'-4" (2)_ 6'-1" (2) T-10" (2) 5-7 (2) 5'-5" (2) 5'-3" (2) 2X4X.050" Hollow (2) 7-10" (2) T-5" (2) 7-1" (2) , - — .6.4!-(-2-) - - 6'-611(2) 6'-3" (2) 6'-l" (2) 5'- 11 " (2) 0 01 MIA, SQI 1? 81-7' (2) 8'-2" (2) T-9" (2) T_ �t�2) T-2"(2) 6-11" (2) 6-8"(2) 6'-5" (2) 2X4-Seff-Mating Beam 10—r-4" (2) 9'-9" (2) 9'-3" (2) 8'-10" (2) 8'-5" �!,(2) 8'-1" (2) T-10" (2) T-6" (2) 7'-4,-(2) 2X5 Self -Mating Beam 12'-4" (2) 11'-7" (2) 11'-0" (2) 10'-6" (2). 10--1,! (2) 9'-8" (2) 9'-4" (2) 81-1111(2) 81-811(2) 2X6 Self -Mating Beam 14'-9" (2) 13'-11" (2) 13'-2" (2) 12'-7" (2) 12f.,Q!� (2) �j V-7 (2) 11'-2" (2) 10'-9" (2) 10'-S" (2) 2X7 Self -Mating Beam 16'-5" (2) 15'-S" (2) 14'-8" (2) IT-11" (2) '-10" (2) 12'-5" (2) 11'-11" (2) 11'-7" (2) 2X8 Self -Mating Beam 19'-11"' (2), 18'-9" (2) 17-10" (2) 16-11" (2) q16'-3" (2) 15'-7" (2) 15'-l" (2)114'-6" (2) 14'-l" (2) 1_*1 * 3" Side parallel to screen surface [Tabular Value in paranthesis indicates LoadzCgndition tor Post Enci I-astening uetaiij 1�j 0 C) M CL 0 4 :3 CD >n M -0 w X 2 rn X (D -0 :3 C) (D En QO rD Q S 0 (D =J. :3 (D r-r En T! HESE' Pi-.-',NS AND ALL PROPOSED WORK L.REE SUBJECT TO ANY CORRECTIONS . I - Op _�UIRED BY FIELD INSPECTORS THAT MAY BE.NEC;ESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES.