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HomeMy WebLinkAboutSUBMITTED PAPPERS1. 2. 3. 4. I� ONLY: L _ 3 �,A Fee Due: P p Receipt# rf� cr _� Permit # _ _ ALL INFO MU7 BE COMPLETE & FILLED IN TO BE ACCEPTED ' St. Lucie County Building and Afiing v i ip _ 2300 Virginia Avenue ' Fr. Pierce, FL 34982-5652 .—a' 772-462-1553 APPLICATION FOR ALUMINUM STRUCTURE g� PROJECT INFORMATION COVni`YL li LOCATION/SITE ADDRESS: _ PROJECT NAME: Booth Fort Pierce NAME: PROPERTY TAX ID #: 1327-801-0080-000=0 LEGAL DESCRIPTION (attach extra sheets if necessary): _Monte Carlo Country Club —Unit One —lot 274 FL 34951-2913 5. PLAT 6. PAGE 7. BLOCK 8. LOT 274 BOOK NO. NO. pNO. 9. PARCEL SIZE: ACRES/SQ FT. ) 8 I I . LOT DIMEyyNN�SIONS �o"t 7lv X / 10. SETBACKS (ACTUAL) FRONT: BACK: RIGHT SIDE: LEFT SIDE: JY`r 1 I. TYPE OF STRUCTURE (CHECK ALL APPROPRIATE BOXES FOR EACH AND EVERY TYPE OF STRUCTURE) N=New SG = Slab on Grade TYPE OF CONSTRUCTION ' ' A= Addition SR = Raised Slab I DIMENSIONS SQUARE FEET OF R = Rebuild WD = Wood Deck CONSTRUCTION SCREEN ROOM N SG d{I?W EXISTING 26' X 13' 338' ?J ❑ CARPORT/PATIO ROOF ❑ NEW ❑ EXISTING X ❑ HABITABLE GLASS ROOM ❑ NEW ❑ EXISTING X ❑ SUNROOM ❑ NEW ❑ EXISTING X ❑ SHED ❑ NEW ❑ EXISTING X ❑ POOLENCLOSURE ❑ NEW ❑ EXISTING X ❑ MHROOFOVER ❑ NEW ❑ EXISTING X ❑ ROOF SYSTEM OVER, ❑ NEW ❑ EXISTING X EXISTING ACCESSORY STRUCTURE ❑ OTHER: ❑ NEW ❑ EXISTING X ❑ POOL FENCE Linear feet TOTALSQUARE FOOTAGE OF CONSTRUCTION 3S(p 12. VALUE OF CONSTRUCTION: $ —5, 70 0.0 0 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. 31112009 7 ti r v - OWNER INFORMATION NAME: Margaret $ George Booth ADDRESS: 3206 Bent Pine Drive CITY: Ft-,r Pierce STATE: FL ZIP 34951 —291 3 PHONE (DAYTIME): (7 zi 4 61 -5 7 41 EMAIL: FILL IN NAME AND ADDRESS -BELOW IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED'ABOVE: FEE SIMPLE TITLEHOLDER: N/A ADDRESS: CITY: STATE: ZIP PHONE (DAYTIME): (� CONTRACTOR INFORMATION STATE OF FLORIDA REG./CERT #: RX 1 1 0 6 6 919 ST. LUCIE COUNTY CERT #: .4763 BUSINESSNAME: Pioneer Screen Co. Inc. II QUALIFIER'S NAME: Michael J Newman ADDRESS: 1682 SW Biltirore Street CITY: Port Af _ Lucie STATE: FL ZIP 34984 PHONE (DAYTIME): f7721 340-4393 FAXNO. 340-4626 emaihpioneerscreen@msn.co ARCHITECT/ENGINEER: •.BDO. Inc. ADDRESS: 1950 NE 170th. Avenue CITY: Williston STATE: FL ZIP 32969 PHONE(DAYTIME):: 35 529-0080 NOTE: IF APPLICABLE, SUBCONTRACTOR AGREEMENTS MUST BE ATTACHED TO APPLICATION FOR ROOFING, ELECTRIC, PLUMBING, AND BVAC . 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 J 5q S RANGE MAP NO. 13 fa7,S `ZONING u� LAND USE R S LOT CVG % Additional Permits N Re uired REPORT BIMS FEE O0 MISC FEES A7400*/ /� $ S' $ TOTAL FEES CODE f BUILDING & ZONING REVIEW FRONT PLANS VALUE OF CONSTRUCTION REVIEW COUNTER ZONING SUPERVISOR EXAMINER VEGETATION USING ICC TABLE DATE 3 3.SG 0 037 S/7 COMPLETE f.31f• rQ �s // ls, 33 9. 32 INITIALS Property :Appraiser - St.Lucie C' -Ay, FL Page 1 of 1 J 4 PROPERTY RECORD CARD Margaret E Booth Record: 1 of 1 <<Prev Next» Spec.Assmnt Taxes Exemptions Permits Home Print Property Identification e�oGy� Site Address: 3206 Bent Pine Or ParcellD: 1327-801-0080-000-0 QS%I Sec/Town/Range: 27 :34S :39E Account #: 5525 y / Map ID: 13/27S Land Use: SF Res Zoning: PUD City/Cnty: St Lucie County, Ownership and Mailing Legal Description ' Owner: Margaret E Booth MONTE CARLO COUNTRY CLUB -UNIT ONE- LOT 274 (OR 1471- Address: 3206 Bent Pine Dr 1494:1471-1495) Fort Pierce FL 34951-2913 Sales Information Assessment 2009 Final Total Land and Building Date Price Code Deed Book/Page. 2009 Final: 227900 Land Value: 58600 Acres: 0.38 12/20/2001 235000 00 WD 1471 / 1494 Assessed: 227900 Building Value: 169300 5/3/1994 100 01 WD 0898 / 2027 Ag.Credit: 0 Finished Area:.. 2632 SgFt 6/23/1989 52000 00 WD 0642 / 2977 Exempt: 50000 8/11/1988 7150000 02 QC 0599 / 0647 Taxable: 177900 8/1/1984 11058000 02 CV 0440/2803 Taxes: 3712A9 BUILDING INFORMATION Exterior Features View: - RoofCover: TC - Clay Tile RoofStruct GA -Gable ExtType: HB- -HB- YearBlt: 1990 Frame: - Grade: B- -B- EffYrBlt: 1990 PrimeWall: BR-8in Brick StoryHght: 0010-1 Story No.Units: 1 SecWall: WS- Wood/Sheath Interior Features BedRooms: 4 Electric: MX-MAXIMUM PrmintWall: DW- Drywall FullBath: 2 HeatType: FHA - FrcdHotAir AvgHt/FI: STD 1/2Bath: 1 HeatFuel: ELEC - Electric Prm.Flors: CU - Carpet %A/C: 100 %Heated: 100 %Sprinkled: 0 Special Features and Yard Items Land Information Type Y/S City. Units Qua]. Cond. Wall. No. Land Use Type Measure, Depth 5ACT - 5ACT S 1 1 AV AV 1990 1 0100-SF Res GFI -Front Ft 111.58 150 3ACT - 3ACT S 1 1 AV AV 1990 2ACT - 2ACT S 1 1 AV AV 1990 SDSF - SITE DEV S-F Y 1 1 AV AV 2001 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.pasle.org/prc.asp?prelid=132780100800000 3/22/2010, Fde Edit view BDAmuda Tp s Wodm HeO m q% r®4 Q ,', : �j «e� 1:315_.__ L- '. 8 xy ° Bazemep Marl¢rs s $' 0.70 ❑FBgM1sdder 7 © Besemap Markers t'] � Cwmty Bowdary O] ❑ OvedaY Lonaz �a O secnpns [j AddrE5M2sNf Q MisCAddrE55e5 b Hydrology Names ']i ❑Road ROW Dvnen9g n Q WtW. 'l ❑ BlphaMibersAmg :A E Wt Numbe . .t. O Parcel Dknensian Am .,i Managed Care Fad ROW Major Roads J streets ❑ t4atodcBRez 9 Hydrology T: Arneudons a0Zend Zf n. ❑ mReones :t] Q AuCWLRW'Mdy S. ❑ Parks&T<zerves E ❑ 4 a OO Fume. Wnd uu sOO z.ng � C � Nlmdmnes E ❑ M.We Home Parks W.de Buhd H ❑ so[-0Nlaste 5er. © C Majm Hydroogy z, Cl UWtyserviceA n © no Cedes rd, Cl MurmpeOEas 1,10 Ae+ials nog f, Ft Awiilc zank, . lliBNOMFeet �V,ohday, Mar 22, 2010 08:28 AM ij e CER 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. H 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 equirements of the Engineer of Record and f adequaj ondition to withstand the uplift and weight of the num ucture and said structure will not exceed thi. erint o�'if a structure that was in existence prior to removal b e sto OR CONTIkACTOR SIGNATURE STATE OF FLORIDA COUNTY OF The foregoing instrument was acknowledged before me me this n day of M Q 1� , 20sZ, by�1��\�f0 1 who is personally known'Zto me, or who has produced STATE OF FI COUNTY OF The foregoing instrument was acknowledged before me me this ip—,--- day of /C 20 10 , by who is personally known —�-- `u me, or who has produced " 1pOa°O°• as identification. S.�b.. �. ••.': DEVqftY 8 lil/ALLAC I � ,.. (Sear)--- SignatumotNotary �j y'�'= MY COMMISSION# D0835309' azure of Notary eaV°i''.fvL`1/';3 WALL EXPIRES November 03, 2012 c MY COMMISSION # DD8 IMPORTANT NOTICES: (407) 3s8.015s FIO OallotaryE^rvlCp.com a-1"1" EXPIRES November 03, ® TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOT (407 338.015s a. BUILDING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR, IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION, TO SIGN THIS APPLICATION & THE OWNER/BLDR AFFIDAVIT. ALL SIGNATURES ON APPLICATION SUBMITTED SHALL BE ORIGINAL, SIGNED IN INK. COPIES, FAXES, OR STAMPED REPRODUCTIONS ARE PROHIBITED. a 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. PLAN �V'IEW SPECIFICATION OH-E'-C LIST PLEASE PROVIDE ONE OF THE FOLLOWING: ❑ 2 Sets of Detailed Plans: Dated, Signed & Sealed by an Engineer or Architect holding a Florida State professional license. ❑ 2 Sets of Detailed Plans: Designed in accordance with the AAF Guide To Aluminum Construction in High Wind Areas. ❑ 2 Sets of Detailed Plans: Designed in accordance with any Approved Manual per fs-489.113. (I) ANY PLANS SUBMITTED WITHOUT COMPLYING WITH THE FOLLOWING SHALL BE RETURNED WITHOUT APPROVAL. ALL PLANS MUST BE IN INK AND ANY NOTATIONS IN PENCIL WILL NOT BE CONSIDERED A PART OF A SUBMIISSION. ° All plans must be legible and must be designed in Architect's Scale on pages which are 81/2" x 11" or larger. ° All relevant tables & details, if using a manual, mustbe properly highlighted and must match design checklists & drawings. ° The plan view must include all dimensions; the location of the host structure and all materials must be sized and identified thereon. ° All elevations must be shown, including 4° wall detail, dimensions and all material must be sized and identified. ° All primary and secondary carrier beams, spans, spacing, gauges must be shown [Example: 2" x 8" x .072"]. ° All methods of fastening or other details which are relevant to the design must be identified on the Plans. Al] upright column heights, sizes, spacing and gauges must be shown as follows: [Example: 3" x 3" x .050"). e All chair -rails, roof purlins, girls, channels, knee -bracing, k-bracing, cable bracing or any other required component must be sized and identified. ° All ridge beams and super gutter or fascia attachments must be identified. ° All roof pans or composite panels, with gauges and spans, must be sized and identified. ° All footing, slab and ISO pier designs must be on the plans, per the Architect / Engineer's plans & specifications. ° All light metal alloys which are utilized shall be designed in conformity with the Florida Building Code of 2007, Chapter 20, including 2006 revisions. ° Barrier railings, if utilized, shall have all materials, fasteners and height specified and shall have self -closing, self - catching gates with picket spacing. (II) SITE CONSTRUCTED SHEDS, HAVING ANY ALUMINUM COMPONENT, SHALL MEET ALL OF THE ABOVE REQUIREMENTS AND THE FOLLOWING ADDITIONAL ITEMS: (A) 2 copies of the current product approval [i.e. N.O.A. or State of Florida approval] withthe proposed "opening" or cladding component highlighted, and with fasteners and design pressures, per FBC 1714, clearly identified. (B) 2 electric schematics, in accordance with the N.E.C., if applicable. (C) Design pressures, per ASCE-1, identified on the openings of all Plans. (III) HABITABLE ROOMS/ADDITIONS DESIGNS SHALL MEET ALL OF THE ABOVE REQUBREMENTS, EXCEPT AAMA SPECIFICATIONS, AND CHAPTER 13 OF THE FLORIDA BUILDING CODE. ,(TV) SUNROOMS (as defined in R202 and FBC 2002.6) MAY BE CONSTRUCTED, SO LONG AS THEY MEET ALL OF THE ABOVE REQUMEMENTS AND MUST BE INSTRICT COMPLIANCE WITH AAiVIA/NPEA/NSA2100.02 AND MEET THE FOLLOWING ADDITIONAL ITEMS: - (1) The designer or engineer will state on all Plans, which Category of Design [3.1.2] will be used, inclusive of the definition. (2) If designing a Category 4 or Category 5 structure, as defined in the current Edition of 3.1.2.4 and J.1.2.5, proper energy calculations and long form equipment sizing calculations shall be required, pursuant to Chapter 13 of the current State of Florida Building Code. . (V) MOBILE HOMES (FAC 15C-2.0081 - FAC 15C-2.0072): ALL STRUCTURES ADJACENT TO OR NEW ROOF SYSTEMS (Pan or Composite) OVER EXISTING ADJACENT STRUCTURES TO A MOBILE HOME SHALL REQUIRE: (a) A 4`s wall or a current, signed original manufacturer's attachment approval letter which includes the model number, serial number and current owner's name and street address. (b) That the complete guide to H.U.D. specifications be strictly adhered to. (c) A Certified Florida Engineer may design the manner of attachment of the proposed structure to the host house but shall assume full responsibility for both structures, integrity by site specific documentation. --- 03/26/2010 13:11 77234OAQQ5 PIONEER SCREEN CO II PAGE 01 JOSEPH E. SNin ERK OF THE CIRCUIT COURT A}, 'A AEC 04DfNrlaET MTO: SAINT LUCIE CCc..i pionaar scree:l Co.? i.P-C. 13: FILE 03454036 D3232010 a102:39 PM 1682 S4 $iltIROrO Street ORISOOK3161 PACE441-441 Doc Type:NC RECORDING: $10.00 Port St Lucie, cL 3498d, l.__L6OJ�dZ/� iCEOx COiYiNLMNz�iYi(�Il' The underi¢ned hereby given naucn that L�proveraeat rill be made to certain real oraperty, and in accordance with C7laptu Ili, Florida slam= the foilowniz informatiaa is prav(ded of thel•ratics of=MFnamGnt. 1. DESCRH-i`(0N OFP80PEt7TY(i�l desaVilln and=te address) TAr POLIO NMPvfflVL 1327-501-00so-000-0 SU73Di4TST04r BLOCK TTLSCT LOT 274 BLDG Ts ii r�--�- Monte Carlo Countr Club -Unit One -Lot 274 2GE,,MRAL MCM-MON 0.6 T\4PR0VEV�t`7i: 5 al ti n O- al=inum & Screen St'.Cuctl=a 3.OWNLtR ID1FORMATTON: a. Nsma & Margaret Booth George nnnth b.Addr^-s 3206 Sent Pine Dr Ft. Pierce FL 34952. interestin praoery owner (. Narlac and addres of fee staple titleholder (rf odor d:� amur) 4. CONTRACTOR`S NAKee, ADDRESS ANDPHCKE NLR1L5ER: 10 0.0IIe0r SCreem CO., 1SiC. lI i coo em vi l �mnrra S`seet' Part St uucie, -iL 34984 772 340-4393 i_ SUP M,,3 64c ,3 NA, ADDRESS AND PHONE NUNSER AND BOND AMOUN : a. t.b.NOi:fl'S NAtvtE,AD?iHF.55 AND PfiCh�.N't1Pr�>t 7. Poc.00s within th<.Staie of Florida dcsm 5eota by Owner m:on whonodt2d or other daeatacaG maybe sM ma as provided by Section 713.13 (i)(a)'1, Rcrida Statutes= NAME. ADDRESS AND V20iM i4TIMSER E. In uddition to hh =tf or herself. Owner do^ Lmaes the following to reeeiv= a GFy of the iIMM'.s Nadm 0 provided in Section 7o.13 (1)(b). Florida 5DM-! NAME. A1309MS ADM PHONE Ni1MBM 9. txpinrdan due of eodca of cocaaeaG.meit (the crpitadon date is ( Year Leto. the date of recording lmiem s dlfm _ dote is spedfiei) Zo_- Signatr oCCsrntr ar Phut Name end?.oviaa SlgratorfsT'die(bi-not Ownet's Authored 0f9eiDireC'W?atlr9tfWna9a` Stats of Florida Coanty of a i- .1s/'A C A 0- The foregoing Wl umnent wag sa'..mcw(edµe�d beelen ne this ` day of •.p��' Fl _ .29�_• _-..._.. (t rimed lame a- on 4iping above) (Type of soxiherity... e.g. Owner, aEa. t*Mtt. attorney in fact) For or pcadarr (Name of p" on behalf of whom in.Surneu was aeerntad) Per-onaily Krowa� d the foilowmg tjpe of TD: �,,,, hardly S.1n�akk&et, (i'rnad Nano HNotar)Public) MY COMMISSION ff DDSMOS EXPIRES November03, 2012 Under penaitig of peY¢y, T dcdxe that T have read the for -ping and that the fa¢s rD It ere tract to the best of my belief (scrlon 9Z.525, FloridaStatates). S hgnathre(s) of Owner(s) or Own er(s)t Anthorixed 0fIc%HDirectar/PartnerlManager who signed ay4re: �g!! Cfs"'rl Sy MikfQQfe,+ &Cs1'n �„nwsenrarlA.�mt._ p V (�i��ei (Ptirlted Nasnc) 1950 N. E. 176P AVENUE WILLISTON FL 32696 4l PH 352 529-0080 FAX 352-529-0081 ENGINEERING, C0N5UL77NGANDDR4F77NGSERVICES FLORIDA ENGINEERING MR77Mr,47EOFAUTHORIZ47ION NUMBER. 00008238 November 16, 2009 To: Head Plans Reviewer St. Lucie County Building Department Re: Certification of 120-C engineering being identical to 140-B engineering Dear Joe: It is our understanding that many of the screen structures located within your jurisdiction are required to be designed to 120 mph wind load, exposure category "C". The engineering that we are supplying Pioneer Screen Co., II is for 140 mph wind load, exposure category "B". Based on the information contained in Table 2002.4, of the Florida Building Code 2007 Edition, the design pressures specified for these two design "categories" are identical, being 6 PSF for screen roof, 21 PSF for screen walls. Since the designation of the exposure "C" is for a Non -High Velocity Hurricane Zone (Non-HVHZ), then the entire design criteria is identical, and therefore, our 140- B engineering is all of the same design and specifications that would be supplied for 120-C. Please accept this sealed letter as certification that both design "zones" are identical in every area of both the design and specifications. We shall provide an original raised -seal copy of this cover letter with each permit package that is submitted for all proposed projects within this designated 120-C region. I hope this letter provides you with all of the information you require. Should you need any additional information, please contact either Pioneer Screen Co.,11, the contractor, and they will let us know, or feel free to contact us directly at our office at the number indicated above, and as always, thank you for your time and consideration in this matter. 1..1. ResRectfully Submitted, DMA. Dowdy, P.E. Fla..Lic. No. 22763 ME 1 1 WIN 10404- MIJ M, I DESIGN NOTES: I. ALL DIAGONAL BRACING SHOWN IN BOTH THE ROOF AND WALLS SHALL BE 2 x 2 x .(O93 TUBE MATERIAL. 2. 18 x 14 MESH SCREEN IS THE MAXIMUM ALLOWABLE DENSITY FOR THIS ENCLOSURE'S DESIGN. 3. DOOR(S) MAY BE PLACED INTO ANY SCREEN WALL PANEL EXCEPT FOR THOSE THAT CONTAIN DIAGONAL BRACING. OVERALL DESIGN COMPLIES WITH THE FLA. BLDG. CODE 2001, FOR d -0 r f (3-6ECOND GUST) FOR EXP. CAT. V. THIS SYMBOL REPRESENTS DIAGONAL ❑ WIND BRACING (IN BOTH THE ROOF AND WALLS), 2 x 2 x 233 TUBE MAIL. O THIS SYMBOL REPRESENTS BEAM SPLICE LOCATIONS EXISTING HOST FASCIA (2 SIDES) I x 2 2x3x.010 XN N N 2x3XIDTO 6. ----------� X X x Ix2 t (TYP) x N N ry N O 0 2x3x010 m in x x N N I x 2 PIONEER SCREEN CO., II SCREEN ROOF ENCLOSURE FOR: BOOTH RESIDENCE 3206 BENT PINE DRIVE FT. PIRECE, FLORIDA I I C L E" ` - 0 py THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO MOW WITH"AFMA94 99969. CONCEALED FASTENERS OR ATTACNME93 ARE THE RESPONSI MUTY OF THE mKMACTOROFRECORD ST. LUCI REVIEWED BY DATE__ MUST B KEPT ON JOB OR NO INSPE TION WILL BE MADE I �c r13 m m m L� co LL aZ COZa� '� Fj o CVyN¢ wQNZ"9C I( qI O Q � u v LL Q V=goO ° w U ui , o z=w m LL FABRICATION / INSTALLATION REQUIRED GUIDELINES: NOTE: ANY JOBS THAT REQUIRE SITE -SPECIFIC DESIGN / ENGINEERING MUST BE SUBMITTED TO THE ENGINEER OF RECORD FOR SUCH DESIGN CONSIDERATION PRIOR TO THE JOB BEING PERMITTED, FABRICATED OR INSTALLED. LEAD-TIMES FOR SUCH WORK WILL DEPEND ON OUR CURRENT WORK LOAD AT ANY GIVEN TIME. THE ITEMS BELOW ARE NOT PERMITTED ON ANY ENCLOSURE WITHOUT SITE -SPECIFIC DESIGN 4 AUTHORIZATION FROM THE ENGINEER OF RECORD. I. NO SCREEN ROOF BEAMS SHALL BE LOCATED WITHIN 12-INCHES OF ANY CUTSI 2. NO CABLE BRACING SHALL BE USED ON ANY ENCLOSURE AT ANY TIME FOR THE RESISTANCE OF ANY IMPOSED DESIGN LOADING. 3. THERE SHALL BE NO SUBSTITUTION OF EITHER CONCRETE ANCHOR TYPE OR MANUFACTURER OTHER THAN THOSE SPECIFIED ON THESE ENGINEERED DESIGN DRAWINGS. 4. THERE SHALL BE NO SCREENING UTILIZED THAT IS FINER THAN IS x 14 MESH SCREEN WITHOUT SITE -SPECIFIC DESIGN (THAT SHALL BE DONE PRIOR TO THE JOB BEING FABRICATED OR INSTALLED) WITH JOB DRAWINGS BEARING THE ENGINEER OF RECORDS ORIGINAL SIGNATURE (IN BLUE INK) UNDER HIS EM5058ED SEAL. 5. ALL SCREEN ROOF ENCLOSURES MUST BE POSITIONED ON THE EDGES OF THE CONCRETE DECK SO THAT THE OUTER SURFACE OF THE SCREEN FRAME IS NO LESS THAT 2 3/4 - INCHES IN FROM THE EDGE, TO CREATE PROPER EDGE DISTANCE FOR THE SPECIFIED CONCRETE ANCHORS AT THE BASE OF EACH COLUMN 6. ALL ROOF PURLING IN THE ROOF AND CHAIR, RAILS IN THE WALLS SHALL NOT EXCEED 8-FEET CENTER - TO - CENTER SPACIWG,(SEE APPROPRIATE DETAILS ON OTHER SHEETS OF THIS DRAWING FOR SPECIFIED MATERIAL SIZES REQUIRED FOR ANY GIVEN APPLICATION. T. NO SCREEN ROOF ENCLOSURE SHALL BE INSTALLED UTILIZING SEVEN-INCH STRUCTURAL GUTTER AS, IT IS NOT PERMITTED, OR STRUCTURALLY ADEQUATE UNDER THIS ENGINEERING. THE_-!TEMS BELOW MUST BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO MEASURING 4 LAYOUT, FABRICATION OR INSTALLATION FOR THE REQUIRED 5ITE-5PECIEIC DESIGN. I. ANY SCREEN ROOF ENCLOSURE THAT UTILIZES ROOF BEAMS THAT EXCEED 40-FEET IN SPAN, AT ANY POINT ON THE ENCLOSURE 2. ANY SCREEN ROOF ENCLOSURE THAT UTILIZES WALL COLUMNS (UPRIGHTS) THAT EXCEED 12-FEET IN HEIGHT AT ANY POINT ON THE ENCLOSURE. - 3. ANY ENCLOSURE TWAT UTILIZES ANY CARRIER BEAM (A BEAM THAT ACTS AS SUPPORT FOR ANY OTHER SCREEN ROOF BEAM) AT ANY POINT ON THE ENCLOLSURE. NO CARRIER BEAM SHALL BE PERMITTED TO BE MOUNTED TO THE FASCIA OF ANY HOST STRUCTURE (AS PRIMARY SUPPORT). 4. INSTALLATION OF ANY SCREEN ROOF ENCLOSURE ON AN EXISTING HOUSE FASCIA WHERE THE OVERHANG EXCEEDS 2-FEET. NOTE THAT IF THE EXISTING RESIDENCE WAS CONSTRUCTED UNDER ANY BUILDING CODE PRIOR TO F.B.C. 2001, THE JOB MAY REQUIRE FOURTH -WALL TYPE CONST, AS THERE 15 NO WAY TO CERTIFY THE ABILITY OF A HOST STRUCTURE THAT WAS ONLY BUILT TO WITH- STAND 110 MPH WIND LOADS OR LESS, (A5 WAS REQUIRED UNDER PREVIOUS BUILDING CODES) TO RESIST THE IMPOSED LOADS OF AN ENCLOSURE THAT IS DESIGNED TO WITHSTAND THE LOADS; IMPOSED UNDER THE 140 MPH WIND LOAD SPECIFIED IN THE CURRENT BUILDING CODE. SNAP / LAP JOINT 11 CONNECTION NOTE: ALL FRAMING MEMBERS ON HAVE °12 TEKS INSTALLED THRU THE SNAP OR LAP CONNECTION AT 18 INCHES ON CNTR (TYP). THESE TEK SCREWS ARE TO BE PLACED ON BOTH EDGES OF THE UPRIGHT (BOTH THE INNER AND THE OUTER EDGE) IN ALL CASES. TWIG SPECIFICATION APPLIES TO UPRIGHTS AND BEAMS BOTH. MINIMUM rOOTER-TABLES MONO MAX. BM. FOOTER SPAN 8' x 8' WITH (U 50 CONT. UP TO 38, 8' x 12' WITH (U 50 CONT. UP TO 41' 10'x12'WIT H (1) 50 CONT, UP TO 48' 12' x 12'-WITH -- - (2) 50 CON? UP TO 55, ISOLATED MAX. BM. FOOTER(') SPAN 12' x 12' WITH (2) 50 CONT. UP TO 30' 12' x IS' WITH (2) 50 CONT. 31' TO 39' I6' WI1H (2) 050 CON?, ID' i0 44' ib' x Ib' WITH -- TO 52' (2) 50 CONT. IF A J05 EXCEED$ THESE PARAMETER&, THE FCUNDATICN MST BE SITE -SPECIFICALLY DESI&EP BY THE EWJa EER MONOLITHIC FTG. LOAD CAPACITIES ARE BASED ON A MIN. OF 3 FEET OF CONT. CONCRETE, 2,500 PSI MINIMUM, III( WIRE OR FIBER'IESH REINFORCEMENT 0ASOLATED FOOTERS MAY BE USED ON EDGE OF EXIST. CCNC. SLAB OR UNDERNEATH THE PERIMETER OF BRICK PAVER DECK (ALL SIDES) THE ENGINEER OF RECORD WILL NOT BE ABLE TO CERTIFY THE STRUCTURAL INTEGRITY OF ANY EXISTING CONCRETE DECK / FOOTINGS THAT WERE INSTALLED WITHOUT PERMITS, AS THERE. WOULD BE NO RECORDS TO VERIFY CONCRETE' THICKNESS', FOOTER SIZES AND THE SIZE AND QUANTITY OF STEEL RE -BARS THAT WOULD BE REQUIRED UNDER THE CURRENT BUILDING CODE STANDARDS. SCREW SPACING AND EDGE DISTANCE SPEC.'S THIS TABLE IS BASED ON THE PROPERTIES OF C-1022 LOW CARBON STEEL. SMS AND SELF -DRILLING (TEK) SCREWS, WHICH ARE AN INDUSTRY STANDAR9 SCREW, SCREW SIZE NOMINAL SCREW DIAMETER (IN) MIN EDGE DISTANCE MIN. CENTER -TO - CENTER DISTANCE 05 0.156 5/16' 1/16' 10 0.158 3/8, 1/2' 12 0219 1/2, 5/8' 014 0250 5/8, 3/4' INTERNAL CONNECTION SPECIFICATION (UTILIZING SCREW BOSSES) ALL INTERNAL CONNECTIONS UTILIZING THE EXTRUDED SCREW 5055E6 SHALL HAVE 10 5M5 SCREWS, WITH A MINIMUM EMBEDMENT INTO THE SCREW BOSS OF 1 3/4' (UNLESS OTHERWISE SPECIFIED ON ANY CONNECTION DETAIL). ALL SCREW BOSSES IN A GIVEN ke,J ON MUST BE FILLED_ _IEXAh�. LSE=THE 2 x 3-g—.Q1@ CHAIR RAIL / RO_OEPURLIN CONCRETE ANCHOR SPECIFICATIONS: " ALL CONCRETE ANCHORS SPECIFIED ON THIS DETAIL SHEET ARE MANUFACTURED BY 'RED HEAD' ANCHORING SYSTEMS, AS ALL LOAD CAPABILITIES ARE BASED ON TEST DATA FURNISHED BY RED HEAD IN THEIR PRODUCT AND RESOURCE BOOK NO SUBSTITUTIONS OF ANY OTHER MANUFACTURER'S CONCRETE ANCHORS IS PERMITTED WITHOUT SUBMITTAL OF THE COMPANY'S TEST DATA (TO VERIFY EQUIVALENT LOAD CAPACITIES) AND A WRITTEN, SIGNED AND SEALED LETTER OF AUTHORIZATION FROM Lu THE ENGINEER OF RECORD. ANY UNAUTHORIZED ANCHOR SUBSTITUTION SHALL BE DEEMED NON -COMPLIANT WITH THIS- DESIGN: THE ANCHORS -TO BE U$ED-FOR APPL>CATIONS - - SPECIFIED IN THIS ENGINEERING DESIGN PLAN ARE AS 0 FOLLOWS: 9 4= 1/4' DIA FASTENERS: RED HEAD ITW TAPCON (SEE INDIVIDUAL DETAILS FOR MINIMUM EMBEDMENT DEPTH INTO CONCRETE) 3/8' DIA. FASTENERS: 3/8' TRU BOLT WEDGE ANCHOR (SEE INDIVIDUAL DETAILS FOR QUANTITY OF FASTENERS NEEDED) (MINIMUM EMBEDMENT SHALL BE 3' INTO CONCRETE UNLESS OTHERWISE SPECIFIED IN ANY DETAIL) 3/8' LARGE DIAMETER TAPCON (LDT) (SEE INDIVIDUAL DETAILS FOR QUANTITY OF FASTENERS NEEDED) (MINIMUM EMBEDMENT SHALL BE 2112' INTO CONCRETE UNLESS OTHERWISE SPECIFIED IN ANY DETAIL) FOR BRICK PAVER INSTALLATION: FOR INSTALLATION ON A BRICK PAVER DECK, THE ONLY FASTENERS THAT WILL MEET THE DESIGN CRITERIA INDICATED WITHIN THESE DESIGN SPEC.'S ARE THE RED HEAD TRU BOLT WEDGE ANCHOR (3/5' x T'), WHICH BASED ON 1/8' ANGLE, I x 2 O.B., 21/a' THICK BRICK PAVER.AND A MAXIMUM MORTAR BED THICKNESS OF 3/4'. THIS SCENARIO WILL STILL MEET THE MINIMUM FASTENER EMBEDMENT. IF ANY OF THESE CONTRIBUTING FACTORS EXCEED THE DIMENSIONAL BREAKDOWN INDICATED, THE JOB MUST BE PRESENTED TO THE ENGINEER OF RECORD FOR SITE -SPECIFIC ANCHORING DESIGN, EXIST. HOUSE FASCIA NOTES: IT SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO INSPECT AND INSURE THE CONDITION OF THE EXISTING FASCIA, TO DETERMINE IF IT 15 IN GOOD ENOUGH CONDITION TO SUPPORT THE PROPOSED SCREEN ENCLOSURE (PRIOR TO ITS INSTALLATION) U5E WITH ALLOY ':. t AT EACH END OF THAT COMPONENT, AT EACH CONNECTION). THERE IS NO CERTIFICATION, EITHER EXPRESSED OR IMPLIED, IN THIS ENGINEERING DESIGN DOCUMENT REGARDING THE ABILITY OF ANY HOST STRUCTURE TO RESIST THE BUILDING CODE SPECIFIED DESIGN LOADS IMPOSED BY ANY PROPOSED SCREEN ENCLOSURE. SUCH CERTIFICATION WILL BE DEPENDENT SCREEN PANEL INSTALLATION SPECIFICATION: ON AVAILABILITY OF ORIGINAL DESIGN AND CONSTRUCTION DOCUMENTS, AS WELL AS ORIGINAL PERMIT PLEASE NOTE THAT ALL SCREEN PANEL OPENINGS (BOTH POOP AND AND INSPECTION RECORDS FOR THE HOST STRUCTURE. CERTIFICATION OF THE HOST STRUCTURE, IF IT 15 WALLS) SHALL BE INSTALLED ON ALL FOUR SIDES WITH SPLINE (INDEP- REQUIRED, WILL ULTIMATELY BE POSSIBLE ONLY IF THESE RECORDS CONTAIN ALL THE INFORMATION ENDANT OF ALL SURROUNDING PANELS). THE ONLY FRAMING COMPONENTS NEEDED BY THE ENGINEER TO PERFORM ALL OF THE NECESSARY ANALYSIS TO DETERMINE IF SUCH THAT ARE NOT REQUIRED TO HAVE SPLINE INSTALLED IN THEM ARE ALL OF CERTIFICATION 15 EVEN POSSIBLE. THE DIAGONAL WALL AND ROOF BRACING. t- - - - — -- - - - _ m O >- U3 y J ao Z ca a w O ~� H cc w - LL'] a-O o CD �w to R C 0 O Z U O aL9w J J co 0 rl - r 2 z W.W 0 :Z U)Lu0 Lu z ? L„ LLI Tn OO- ZW= 0 CL ILL Lij Lu �. �¢ V) M Lu 2 OI_ d` ' CxENF=RAL NOTES AND DESIGN PARAMETER62 I. THE OVERALL DESIGN COMPLIES WITH THE FLORIDA BUILDING CODE 2001 (CHAPTER 16 AND 20), AND 15 BASED ON THE FOLLOWING PARAMETERS: A. WIND SPEED: 140 M.PN, 3-SECOND GUST B. EXPOSURE CATEGORY 'B' C. DESIGN PRESSURES AS FOLLOWS: a) SIMULTANEOUS WIND LOADING o (o PSF. FOR SCREEN ROOF AND 21 PSF. FOR SCREEN WALLS b) 300 LB LOAD APPLIED VERTICALLY DOWNWARD ALONG ANY ONE FOOT (12-INCHES) OF ANY PRIMARY MEMBER (EXCLUDING DIAGONAL WIND BRACING,'WHICH IS TREATED AS, A 'STRUCTURAL MEMBER' UNDER 2001 VERSION OF NBC- 1). MAXIMUM ENCLOSURE HEIGHT SHALL NOT EXCEED 30-FEET E. ALLOWABLE DEFLECTION OF 'L / 60', AS SPECIFIED I TABLE 1610.1, FOR NON -HIGH VELOCITY HURRICANE ZONES. F. CONTINUOUS LOAD PATH -IS PROVIDED,- 2. MATERIALS (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORDk A. ALL EXTRUSIONS SHALL BE ALUMINUM ALLOY %005-T5 MOTE THAT THE SPLICE PLATE MATERIAL MAY BE EXTRUDED FROM ALLOY %0(o1-T6, IF THIS MATERIAL IS MORE READILY AVAILABLE TO THE CONTRACTOR) (SEE COMPONENT SHAPES AND SIZES AT RIGHT). B. FASTENERS SHALL BE ALUMINUM ALLOYS 2024-T4 4 101546, DOUBLE GAD -PLATED STEEL, NOT -DIPPED GALVANIZED STEEL, OR 300-SERIES STAINLESS STEEL. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE THE APPROPRIATE MEANS FOR SEPARATION OF DISSIMILAR MATERIALS AS THEY ARE DEFINED IN SECTION "20038A. THE CONTRACTOR MAY IMPLEMENT ANY OF THE MEANS SPECIFIED IN THIS SECTION. ANY ALTERNATIVE MEANS MUST BE ACCOMPANIED BY A LETTER OF CERTIFICATION FROM THE PRODUCT'S MANUFACTURER (THIS LETTER MUST BE SIGNED AND SEALED BY A FLORIDA LICENSED STRUCTURAL ENGINEER), WHICH STATES THAT THEIR PRODUCT MEETS / EXCEEDS ALL OF THE REQUIREMENTS SPECIFIED IN THE ABOVE - LISTED SECTION. THIS LETTER SHALL ALSO BE REVIEWED AND APPROVED BY THE ENGINEER OF RECORD FROM BD.O, INC. C. SCREEN CLOTH SHALL BE VINYL COATED, WOVEN FIBERGLASS, MAXIMUM DENSITY OF IS x 14 (5591. OPEN). 3. ALL FASTENERS THAT PASS THROUGH ANY EXTRUSION INTO CONCRETE, MASONRY, WOOD, STEEL, ALUMINUM OR ANOTHER EXTRUSION. SHALL HAVE A 5/8-INCH DIAMETER WASHER MINIMUM (UNLESS OTHERWISE SPECIFIED BY THE ENGINEER OF RECORD), AND SHALL BE NO MORE THAN 18-I1NICHES CENTER - TO'- CENTER SPACING. 4. ALL FASTENERS ADJACENT TO UPRIGHTS THAT DO NOT REQUIRE REINFORCING ANGLE CLIPS, SHALL E1E PLACED WITHIN TWO (2) INCHES OF THAT UPRIGHT (TYP. FOR BOTH SIDES). S. SCREEN DOORS) MAY BE LOCATED IN ANY SCREEN WALL PANEL, EXCEPT FOR THOSE THAT CONTAIN DW. _-0N,A1 MIND 5R/.C!NG CK-BRACING'). AI I DOOR6 SHALL BE SELF -CLOSING AND SELF -LATCHING. DOORS INSTALLED IN AN ENCLOSURE THAT SURROUNDS A POOL / SPA SHALL HAVE DOOR LATCHES INSTALLED FIVE (5) FEET ABOVE THE FLOOR, MINIMUM. ' 6. COPIES OF THIS ENGINEERING SPECIFICATION / DESIGN DETAIL ARE TO ONLY BE CONSIDERED VALID FOR PERMITTING OR DESIGN CERTIFICATION PURPOSES WHEN ALL SHEETS OF ANY SUBMITTED SET BEARS THE ENGINEER'S ORIGINAL SIGNATURE (IN BLUE INK), UNDER HIS EMBOSSED SEAL. BD.Q, INC. SHALL NOT BE RESPONSIBLE FOR NON -ORIGINAL COPIES THAT ARE SUBMITTED, THAT HAVE ANY UNAUTHORIZED CHANGES, ALTERATIONS OR DELETIONS ON THEM. 1. THESE ENGINEERING DETAIL DRAWINGS ARE ONLY VALID IF THE DATE ACCOMPANYING THE ENGINEER'S ORIGINAL SIGNATURE IS LES5 THAN 90 DAYS OLD. NO BUILDING OFFICIAL OR BuILDINCs DEPARTMENT SHOULD ACCEPT COPIES THAT ARE OLDER THAN THIS, AND SHOULD REQUEST THE SUBMITTING CONTRACTOR OBTAIN UPDATED / CURRENT ENGINEERING. S. ALL ENGINEERING SPECIFICATIONS AND DETAIL DRAWING CONTAINED WITHIN THIS ENGINEERING DOCUMENT ARE THE SOLE PROPERTY OF BD.Q, INC. ANY UNAUTHORIZED COPYING OR OTHER REPRODUCTION IN PART OR WHOLE OF THESE DOCUMENTS WILL NOT BE PERMITTED AND WILL BE PROSECUTED TO THE FULLEST EXTENT ALLOWED BY LAU). 9. THERE SHALL BE NO REDISTRIBUTION OF THESE ENGINEERING DOCUMENTS BY THE PERSON OR COMPANY THAT ORIGINALLY PURCHASED SIGNED AND SEALED COPIES FROM BD.Q., INC., WITHOUT EXPRESS WRITTEN AUTHORIZATION FROM BD.Q, INC, AND THE ENGINEER OF RECORD. WALL COLUMN SCHEDULE (ALLOW. COLUMN HEIGHTS VS. WALL PANEL WIDTH) U60 MAX. ALLOWABLE DEFLECTION (140 MPH, EXP. "B", 21 P.S.F. DESIGN LOAD) DIMENSION COLUMN HEIGHT vs WALL PANEL WIDTH (DESIGN PRESSURE=21 PSF) SIZE Tf _Tw_ 1 8' 0' T 6" 7' 0' 6' 6' 6' 0'r20' 5' 0' 4' 6' 4' 0" - 0 .045" -V 5T 8�1 - 9' O' 9 V 8 10' - 2' II' 9' 2x5 L .116 .050 10' 2' 10' 6' 10' II' 11- 3' II' 9' 12' 9' W 6' 14' 4' 2x6 L .120 _ .050 10' 6' 10' II' 1113, 11,81 12' 2' 13' 3' 14' 0' 14' V 20 L .120 .057 II' 6' 11' 10' 12' 3' 12' V 13' 3' 14' V IS' 3' 16' 2' 2x8 L .224 .072 14' 0' 14' 6' 510, IS' 1' 10 2' N' 9' IV V 19' 9' 2X9 L (L) .209 .072 IT O' 11'6' W 2' IV W 15'6' 21' w 2216, 23' 9' 2X9 L (H) .306 .082 21' 0' 21' T 22' 4' 23' 2' 24' 2' 25' 2' 26' 5' 2T V 29' 5' 2x10 L .389 .092 24' 9' 1 25' 1' 1 26' 6' 21- 5' 28' 6' 29' V 31' 2' 32' 8' 34' 1' USE WITH TF COMPONENT 5WAPE5 AND 5PECIFICATION5 044 .040 •0,53- Tw PTO c'1 .010 J�, -L J =L J -N1 O 1 3, 1 2' 2' 1 3. 1x3OB. Ix2O.B. 21 2x3'14' 3x3'H' 2X2X.033TUBE �'--I THE ACTUAL VALUES FOR 'Tf' (FLANGE THIGQdESS) AND 'Tw' (WEB THICKNESS) FOR THE VARIOUS DIAL. BRACING SELF -MATING ('L') SIZE SELF -MATING MATERIAL ARE INDICATED ON THE UPRIGHT HEIGHT AND BEAM SPAN TABLES. - - -- -- - - --BEAM 'SPANS -AND COLUMN SIZES -ON -THIS SHEET ARE-BASEp ON SIMULTANEOUS HOST STRUCTURE WITH LOADING, AS DEFINED IN TABLE 02002A F.B.C. 2001, FOR 140 MPH WINDS, FOR STRUCTURAL GUTTER EXPOSURE CATEGORY 'B' (21 PSF. WALLS. 6 PSF. ROOF- 30OLS rrNrPN I rant w d FLAT (SIMPLE) ROOF BEAM SCHEDULE FOR FLAT BEAMS, U60 MAX.(14o MPH, ExPosm) SIZE DIMENSION ROOF PANEL WIDTH vs BEAM SPAN (FOR MAX. WALL HEIGHT OF 16' 0") Tf Tw 1 8' 0° 1 7' 6' 1 7' 0" 6' 6- 6' 0" 5' 6" 5' 0" N 6" NO" 2x4 L .100 .045 115' 3' 115' 1' 115' II' -16' 4' 'Ib' 9' 'll' 3' 'IT 9' 'IN 6' -15,3. 2X5 L .116 .050 '15' 9' '19' 3' 'IV V .202, -20' S. '21' 5' 122' 1' -22' 9' -23' V 2X6 L .120 .050 IV 1' 20' 3' 20' 11' 21' V 22' 1' 23' 6' 24' 1' 2V V 21' 5' 2x7 L .120 .067 21' 4' 22' 0' 22' V 23' 1' 24' b' 25' 1' 26' 9' 2V 2' 29' 9' 2X8 L .224 .072 25' II' 26' 9' 21' 1' 28' 1' 25'a' 31' 0' 32' 5' 34' 0' 35' 11' 2x9 L (L) .209 .072 31' 3' 32' 3' 33' 4' 34' 6' 35' 10' 31' 4' 35-2- 41' 0' 43' 3' 2x9 L H .306 .082 3516, '39' 5' '40' 4' -41' 5' 42' 6' '43' 9' '45' 2' '4V V '45' 1' 2x10 L 1 .389 .092 '44' 6' '45' 6' '46' 6' '41' 1' '4V I' '50' 5' '52' 2' 1 '54' 0' '50 2' 0) REPRE5ENT5 SPAN VALUES THAT ARE DEFLECTION -LIMITED HOST STRUCTURE WITH BEAM 5PAN CALCULATION NOTE: STRUCTURAL GUTTER THE SPANS IN THESE TABLES ARE BASED ON BOTH THE HOST STRUCTURE MANSARD BEAM SPANS ARE BASED ON A MAXIMUM SPLICE ANGLE OF 30" FOR HALF -MANSARD BEAM SPANS, USE VALUES SHOWN IN 'MANSARD BEAM SPAN TABLE (SAME MAX. SPLICE ANGLE (30') APPLIES TO HALF -MANSARD BEAMS) HOST STRUCTURE WITI STRUCTURAL GUTTER l-,OY (o005-TES O NL 1 ii MANSARD / CENTER PEAK (GABLE) ROOF BEAM SCHEDULE U6oMAX (140 MPH, Em.'a1 "THIS SPAN TABLE IS LIMITED TO A MAXIMUM VERTICAL RISE OF 3' 0" (36")• SIZE DIMENSION ROOF PANEL WIDTH vs BEAM SPAN (FOR MAX. WALL HEIGHT OF 12'01 Tf Tw 8' 0" 7' 6" TO' 6' 6' 6' 0" 5' 6" 5' 0" 4' 6' NO" WU L I .anU I .Uaz 1 3V V 1 40' 9' MANSARD / CENTER PEAK (GABLI 'THIS SPAN TABLE IS LIMITED' DIMENSION ROOF PANEL "` Tf Tw 8' 0' TV 15' 1' 21' 6' 23' 6' 1 25' 9' 28' 2' 21' 11' 25' 9' 32' 0' I 34' 4' 31, 1' 31' 11' 40' 2' 42' b' 45' 3' 48' 4 48' 9' 51' 4' 54' 4' 51' 8 SCHEDULE U60 WY. (140 MPH, EXR T j VERTICAL RISE OF 3' 01(36')` 'AN (FOR MAX WALL HEIGHT OF 16' 0' 6.0. 5' 6" SO- 4' 6" 4' 0" 12X1U L I AGU I .U}i2 131' 0' 1 38' 9' 1 40' W 1 42. 6' 1 44' V 1 41' 1' 1 4V V 152' II' 1 SW 3' MANSARD I I SPANS OF LESS THAN 8' 0' ARE OMITTED FI fHLTABLE coW J a co Z aw O Lou H a : Ln z O = cc a O 2 Z O J c� >�� u_ - zlE w ) � Lu wz IRmw W LLI z�� 2 W Z u W W'M p 2�w U- o o ILL. Z0co WZa-O C)wILL ' C11 dUO=..W `cow W c/ 0 ) a r � Z�NW,2 Zao�}� pp O Ejwozo �uio�d�w o - V ` :if , UP TO IV BEAM SPAN 16' TO 24' BEAM SPAN 24' TO 32' BEAM SPAN 32' TO 40' BEAM SPAN O-INDICATES WALL PANEL THAT SHALL HAVE DIAGONAL 'K°-BRACING IN IT UP TO 8' WALL HGHT r O .II ■■■\\J t• mi txisi. NUMBER OF PANELS VARIES S' TO 12' WALL HGHT EXIST. HOST STRUCTURE TOTAL NO. OF BAYS VARIES r THREE (3) BAYS ON EACH END OF OUTER -MOST WALL SHALL HAVE DIAL. BRACING TOTAL NO. OF BAYS VARIES I THREE (3) BAYS ON EACH END OF OUTER -MOST PANELS AND TWO (2) PANELS IN SECOND OUTER -MOST ROW OF PANELS SHALL HAVE THE DIAGONAL BRAcM (AS SHOIM) THE BRACING SCHEMATICS SHOWN ABOVE ARE THE SAME BRACING CONFIGURATION, REGARDLESS OF ROOF T"E'7MANSARD, P-EAK, DOME, DESIGN NOTES: - ALL DIAGONAL BRACING, USED EITHER IN THE ROOF OR AS 'K'-BRACING IN THE WALLS SHALL BE 2' x 2' x .0133 WALL THICKNESS TUBE, AND SHALL BE CUT TO FIT SNUG, WITH NO PLAY OR SHIFT IN THE BRACING. SEE DETAILS AT RIGHT FOR CONNECTION SPECIFICATIONS DESIGN NOTE: ALL THRU-BOLTS PASSING THROUGH ANY ALUMINUM MATL. WITH A WALL THICKNESS LESS THAN ZS0, SHALL HAVE A Ise -INCH (OUTSIDE DIA) FENDER WASHER (SEE GENERAL NOTE "2 ON SHEET 02 REGARDING SEPARATION OF DISSIMILAR METALS). THE CONTRACTORS MAY, IF THEY CHOOSE, INSTALL THE ANGLE CLIPS FOR THE DIAGONAL TUBE BRACING (WHERE IT ATTACHES TO THE SELF_ MATING SCREEN ROOF BEAMS) WITH THE THRU-BOLTS ONLY PASSING THROUGH ONE HALF OF THE BEAM. THIS 15 A STRUCTURALLY ADEQUATE ALTERNATIVE, AND WILL PERMIT INSTALLATION OF THESE ANGLE CLIPS IN THEIR SHOP, DURING FABRICATION (POSSIBLY SAVING TIME DURING INSTALLATION IN THE FIELD). M UPPER ANGLE CLIP TO BE PLACED AT SAME ANGLE AS THE MANSARD LEG OF THE SCREEN ROOF BEAM 2 x 3 X LJTO EVE RAIL 2 x 2 x'&' ANGLE CLIP, CUT AT A 45' (+/-) ANGLE AND ATTACHED TO THE 2 x 3 x .010 EVE RAIL WITH ONE (1) 14' DIA. THRU-BOLT, WITH FENDER WASHER (SEE DESIGN NOTE ABOVE 2 x 3 x .010 SCREEN ROOF PURLIN m NOTE: ALL DIAGONAL BRACING SHALL BE ATTACHED VIA THE 2 x 2 x lia' ANGLE CLIPS, AS SHOWN, AND SHALL HAVE EACH END ATTACHED TO EITHER THE SCREEN ROOF BEAM OR TO THE EVE RAIL. NO DIAGONAL BRACING SHALL BE ATTACHED TO ANY OF THE ROOF PURLINS 2 x 3 x 010 SCREEN� I I �2 x SMB SCREEN ROOF ROOF FURLIN I/ �I BEAM (iYP) JOINT 2 x 2 x'ie' ANGLE CLIP, CUT AT A 45' (V-) ANGLE AND _ ATTACHED TO THE SCREEN -- ROOF BEAM WITH ONE (U ® 14' DIA. THRU-BOLT, WITH FENDER WASHER (SEE DESIGN NOTE ABOVE C.&E MPY 2 x 2 x .0133 DIAGONAL ROOF BRACE, CUT AT 454 ANGLE (+/-) AT EACH END AND ATTACHED TO EACH ANGLE CLIP WITH A 11/4' DIA. THRU-BOLT, AS SHOWN TYPICAL ANGLE ARTICULATION TO CREATE UPWARD ANGLE DIAGONAL ROOF 5RACING DETAIL USE WITH t.. _ R,.... .' m_ w Lu J o `93 itfn O LLI Lo w w L6 z z CD 9 <. CO �W oRo O J 0 S2 � J U; JQQ u- 0 LL O0I�w cvyoZ ?�=z ?� o2�W W 111Cow 0m� o - LL W W oW=Z O ZX3w WI U 0 LL Z ry, a cfl WZxxaLL- O W W m a w �_ O H 'd C/) a� Q Za�m�- d �Eo�oZo �7Zoo,W� w0p ¢OfW m'pZpy��IJiU WAN Z 5 -a u- f5EAM SFLIGE SPEGIFICATIONS q` 2v'+ w w 2V7' Y x x 014 TEK SCREW P (TYPICAL) 0 -0 -- - -- -- --c ° 0 0 0 0 \O O O \ O O O O \\0 0 0 0 0 0 0 0 \ O O O 10 SPLICE PLATE MATERIAL ~I SHALL BE 1/4' THICK (MIN.) AND BE EITHER 0600545 OR %06146 ALLOY BEAM SPLICE DETAIL (2 x 8 BEAMS AND LARGER) 6' M4 TEK SCREW (TYPICAL) 00 0 o 0 ON w w \ 0 ° \� \ O \ 0 SPLICE PLATE MATERIAL AwDtN SHALL BE 3/16' THICK (MIN.) �2` toTPi AND BE EITHER %00545 OR %06146 ALLOY BEAM SPLICE DETAIL (2 x 7 BEAMS AND SMALLER) TYP•RO p1 SPLICE -PLATE TOLERANCE NOT p ALL SPLICE PLATES (ALUMINUM ALLOY %M-T5 or %O&I-T6) SHALL BE CUT TO BE 40200 / TYPICAL 3A6'-02625, AS INDICATED IN THE OR 1/4' THICK SCHEMATIC DRAWING AT LEFT SPLICE PLATE WITH ALLOY l AME AS 'A' BELT JUST REVERSED 3x3x010H CORNER UPRIt c 4-INCH x 4-INCH x -010 PLATE, WITH (4) 12 TEKS IN THE 3 x 3,(3) 012 TEKS IN THE BOTTOM I x 2 AND (3) 012 TEK IN THE 2 x 2 BRACI 3x3'H'COf COLUMN BE DIAGONAL BRACE I x 2 BOTTOM — SCREENFRAME INAL LALL PRAGING ( IKI 5RAGING) DETAIL 2 x 3 x D10 ROOF . 2 x SMB SCREEN d o PURLIN ROOF BEAM ww i J Ix205Top M om Z SCREEN FRAME a w O LO 2 x 2 x ID93 TUBE wco � �-� - DIAGONAL BRACE - - a O 2 x SMB UPRIGHT _Z Q.. _. Lit COPE( lot, p 2 x 3 x .010 CHAIR RAIL 2 x 2 x IDS3 TUBE - DIAGONAL BRACE DETAIL 'A' (OUT5IDE) I ( INSIDE) I x 2 OB BOTTOM SCREEN FRAME 3 'H' CORNER UMN x 2 x 053 TUBE >IAGONAL BRACE x 2 BOTTOM ,PEEN FRAME ]-INCH x 3-INCH x .053 ANGL a 4- INCHES LONG, WITH (3) 012 TEKS IN THE 3 x 3,(3) 92 TEKS IN THE BOTTOM I x 2 AND (3) 12 TEKS IN THE 2 x 2 BRACE 0 0: U ° J J S' Uj�u. DETAIL un r LL>�K O of E: CD z"w.Z 0 Zw c w 2 x 2 x 253 TUBE 4-INCH x 10-INCH x 5 w= W DIAGONAL BRACE 210 PLATE, WITH (l) 0° z 0° ° ° 12 TEKS IN THE SMB UPRIGHT, (3) 12 7EK5 fO 0 o w ~ LL 2 x 3 x .010 ° 0° IN THE CHAIR RAIL w aJ w 8 O CHAIR RAIL o AND (3) M2 TEKS IN Z 3y to LL 0 0 00 EACH 2 x 2 BRACE 2X2XID53TUBE 0 0 ° 0 0 2x3x-010 OIL 0 DIAGONAL BRACE 0 CHAIR RAIL J e' _ Z2'mcC 2 x 5 SMB UPRIGHT W Z'113- ILL. X O C) W (MINIMUM SIZE) (OUTSIDE) W v w fn W ' J = p N 0 I_-•� 2x2xID03TUBE DIAGONAL BRACE 1-INCH x 3-INCH x ID93 ANGLE, CUT 4- o 2 x 5 SMB UPRIGHT 0 INCHES LONG, WITH (MINIMUM SIZE) 0 (3) M2 TEKS IN THE ° SMB UPRIGHT AND cl a 2x3x.010 (3) M2 TEKS IN THE 2x2BRACE el CHAIR RAIL 2x3xD1O o CHAIR RAIL GH-x<3-IN ID93 ANGLE, CUT 4-uj - - '1.o INCHES LONG, WITH'w'� (3) z 12 TEKS IN THE Z o i} � 4 2 x 2 x ID93 TUBE SMB UPRIGHT AND (3) 012 TEKS IN THE "� o 3 z LL of _ DIAGONAL BRACE 2 x 2 BRACE �? " o � o o a W (INSIDE) w Zw pJU m e N fi W •Nm-�M DESIGN NOTE: THE 3-INCH LEG OF THE ANGLE SHALL BE PLACED AGAINST THE I x 2. THIS ALLOWS A MIN. EDGE DISTANCE FOR THE FASTENERS (FROM THE EDGE OF THE ANGLE) OF ONE -INCH, AND MAINTAINS A SIX-INCH MIN, CENTER -TO -CENTER DISTANCE FOR THE MAX. SIZED CONCRETE ANCHORS'(378'-x--- CBS. WALL (TYP) TYP SCREEN ROOF BEAM x2 2' x 3' x .125' ANGLE W/ (4) 012 TEKS, TYP. EACH SIDE OF BEAM FASTENER SHALL BE 1/4' x 3 1/2' RED -HEAD ITW TAPCON FOR ALL 2' x (V BEAMS AND SMALLER FASTENERS SHALL BE 3/8' DIA. FOR 2' x -I' BEAMS U-CHANNEL AND LARGER (SEE DESIGN NOTE ABOVE CAP (TYP) REGARDING 3/5 FASTENER SPACING) WALL ATTACHMENT TO -NOSE 5 ATT FASCIA REINFORCEMENT DE51GN NOTE: ALL FASCIA BOARDS ON ANY EXISTING HOST STRUCTURE THAT WILL HAVE ANY PART OF THE PROPOSED SCREEN ENCLOSURE ATTACHED TO IT SHALL BE REINFORCED, BY PLACING ONE lU 1/4' x 4' LAG SCREW INTO THE END OF EVERY TRUSS TAIL (WHERE THE PROPOSED SCREEN ENCLOSURE IS BEING INSTALLED). THESE TRUSS TAILS MUST BE PILOT DRILLED WITH A 5/32' DRILL BIT TO PREVENT SPLITTING THE END OF THE TRUSS TAILS. IT SHALL BE THE ---REPSONSIBILITY-OF THE-INSTALLING-C-ONTRAG-TOR TO -ENSURE THAT THIS STEP - IS COMPLETED, AS SPECIFIED, PRIOR TO ANY INSTALLATION TAKING PLACE. 10-INCH LONG 025 THICK) EXTRUDED- 'Z' GUTTER INSERT, TYP CENTERED ON EACH ROOF BEAM, WITH FOUR (4) *10 - TEKS THRU TOP LIP OF GUTTER i44' x 2�/4' LAGS, FOUR (4)- IN EACH 10-INCH INSERT AND AT 24' O.C. (MAX. SPACING) IN THE REST OF THE GUTTER (PILOT DRILL FASCIA W/ 5/32' BIT TO AVOID SPLITTING) FASCIA REINFORCEMENT 5PECIFICATION5 i4' x 4' LAG SCREW, To - BE INSTALLED INTO THE END of EVERY TRUSS TAIL, WHERE A SCREEN ENCLOSURE WILL BE ATTACHED. THE TRUSS TAIL SHALL BE PILOT - DRILLED WITH A 5/32' DRILL BIT (TO PREVENT SPLITTING THE END OF THE TRU55 TAIL) SEE 'SNAP / LAP CONNECTION' NOTE ON SHEET I FOR SPEC.'S ,Y 2 x 3 x .125 ANGLE CLIP (CUT 2' LONG) W/ 3-INCH LEG AGAINST 1 x 2. CLIP iIT5EAM SHALL HAVE FOUR (4) 12 r TEKS INTO SIDE OF ROOF AND TWO (2) +14 x 2' TEKS (PER ANGLE CLIP) THRU GUTTER AND INTO 7- GUTTER INSERT (TYP. ONE r ANGLE CLIP ON EACH SIDE OF EACH BEAM) 5' STRUCTURAL - GUTTER (CONT.) LI x 2 SCREEN OR SLOPED) FRAME (TYP) PLAN VIEW x TRUSS TAIL (TYP) CAP (TYP) x FASCIA OARD (TYP) w T PETAIL a r FLE/ o 0 NOTE: FASCIA ATTACHMENT REQUIRES A 2 x FASCIA BOARD (MINIMUM). Al x' FASCIA IS ONLY ADEQUATE FOR THIS INSTALLATION WHEN THERE IS A 2 x SUB - FASCIA BEHIND IT. IN THIS CASE, THE LAGS MUST PENETRATE THE SUB -FASCIA 11/2' (MIN. EMBEDMENT). IT_SHALL..BE_THE_RESP_ONSIBILIT-Y_-OR THE- SCREEN CONTRACTOR To VERIFY THE PRESENCE OF THIS SUB -FASCIA. 10-INCH LONG 025 THICK) EXTRUDED - 'Z' GUTTER INSERT, TYP CENTERED ON EACH ROOF BEAM, WITH FOUR (4) *10 TEKS THRU TOP LIP OF GUTTER 2 x HOUSE FASCIA (SEE FASCIA NOTE ABOVE) '44' x 21i4' LAGS, FOUR (4)—�® IN EACH 10-INCH INSERT AND 24' O.C. (MAX. / SPACING) IN THE REST OF THE GUTTER (PILOT DRILL FASCIA W/ 5/32' BIT TO AVOID SPLITTING) I x 2 x .M3 ANGLE SPACER (FOR ANGLED FASCIA BD. W/ TWO (2) ROWS OF 10 TEKS (STAGGERED), EACH ROW AT 18' O.C. (MAX. SPACING) STRUCTURAL CUTTER CONNECTION p)ETAIL `YP SCREEN ROOF BEAM x2 ' x 2' x .125' ANGLE W/ (4) M2 EKS, TYP. EACH SIDE OF BEAM /4' x 2 1/2' LAG SCREWTYP. I :ACH SIDE OF BEAM (2' x (V BEAMS AND SMALLER) 3/8' x 2 1/2' LAG iCREW (2' x l' BEAMS AND LAR "i FASCIA ATTACHMENT SEE 'SNAP / LAP CONNECTION' NOTE ON SHEET I FOR SPEC.'S CAP (TYP) x 2 SCREEN L 5' STRUCTURAL GUTTER (CONT.) 5ECTION VIEW TYP. 2 x SCREEN ROOF BEAM (MAY BE FLAT OR SLOPED) 2 x 3 x .125 ANGLE CLIP (CUT 2' LONG) W/ 3-INCH LEG AGAINST I x 2. CLIP SHALL HAVE FOUR (4) •12 TEKS INTO SIDE OF ROOF BEAM AND TWO (2) 14 x 2' TEKS (PER ANGLE CLIP) THRU GUTTER AND INTO 7- GUTTER INSERT (TYP. ONE OF EACH BEAM) w w a J =W O Q Lo WU ~ a Lo -p o z O W CD oho O J �c3o�u' QJ Jma: O Q j ow LL Y _ a LLZ W _U' co o z H ?Lo12z w Lu Ow C/) ~ W ix W W O OW=J Z F_� Zo L.L.. In Z 0 m cfl LLI w X O O Lu w Lo a U a w c 2 O H d, iN 0 �Zoow� LL104d KW m Z�jNp LLU (7 2 x 2 x 3/16' ANGLE, WITH FOUR (4) 12 TEKS INTO THE UPRIGHT AND ONE (U 3/6' RED -HEAD 'TRU-BOLT' WEDGE ANCHOR (MIN. OF 4-INC14 EMBEDMENT INTO THE CONCRETE) mrv)4 I x 2 OaBOTTOM I x 3 OB SIDE -WALL UPRIGHT PLAN VIEW 2x3x.0T0EVE R TYP. (CONTINUOUS) I x 2 OB TOP FRAME I x 3 OB SIDE -WALL CORNER - UPRIGHT h0 x 2' $MS SCREW, WITH 5/8' - DIA. WASHER (S'cE GEric'RAL NOTE 03,'SHEET 02) TO BE 18- INCHES,CENTER-TO-CENTER MAX SPACING 2 x 2 x 346' ANGLE, WITH FOUR (4) M2 TEKS INTO THE UPRIGHT AND ONE (1) 3/8' RED -HEAD 'TRU-BOLT' WEDGE ANCHOR (MIN. OF 4-INCH EMBEDMENT INTO THE CONCRETE) I x 2 OB BOTTOM FRONT WALL x 2 OB BOTTOM FRAME 2 34', MIN. ED DISTANCE 3 x 3 x 0T0 FRONT WALL CORDER UPRIGHT '10 x 2' SMS SCREW, WITH 5/8' DIA.WASHER (SEE GENERAL -- NOTE-01,-SHEET-WTO BE -- INCHES, CENTER -TO -CENTER MAX SPACING NOTE: THIS ATTACHMENT Ix 2 OB. SCREEN - DETAIL ALSO APPLIES TO TYP. BETWEEN UPRJGHTS- - - A 2 x 2 SCREEN FRAME, OR AS UPRIGHTS AGAINST W/ THE FASTENER BEING A WALL OR COLLAR ' 4' IN LENGTH, TO V4' DIA x 3�i4' TAF'CON ' I MAINTAIN A 2' MIN. To BE PLACED AT No MORE ' EMBED. THAN IS' O.C. (RE: G5K NOTE 03) MIN EMBEDMENT FOR - G. / C.B.S. / MASoNRY "' ALL TAPCONS SHALL SUIRVCE BE 2' INTO CONCRETE. II . • . NOTE: ALL FASTENERS SPECIFIED IN 'COLUM-TO-FOUNDATION' DETAILS PERTAIN ONLY TO THE FASTENERS TO BE PLACED ON EITHER SIDE OF COLUMNS. THIS DETAIL 15 FOR ALL INTERMEDIATE FASTENERS FOR-- 2 x 3 x .010 ROOF PURLIN 2 x 3 x 0T0 EYE RAIL; MANSARD SCREEN ROOF TYP. (CONTINUOUS) - - — - ---- BEAM (BEYOND) 2 x 5 x %' ANGLE (2-INCHES x 5 x i 2 ' ANGLE l2-INCHES 0 LONG) WITH (2) 94 TEKS INTO LONG) WITH (2)14 TEKS INTO TOP OF 2 x 3 EVE RAIL AND TOP OF 2 x 3 EYE RAIL AND (2)14 TEKS INTO THE FRONT (2) M4 TEKS INTO THE FRONT OF THE 2 x SMa SIDE WALL OF THE 3 x 3 H FRONT WALL UPRIGHT COWER UPRIGHT I x 2 OB TOP FRAME- ELEVATION VIEW O O 3 x 3 x .010 FRONT WALL COWER UPRIGHT .. 23j, W x 2' SMS SCREW, WITH 5/8' DIA. WASHER (SEE GENERAL NOTE 03, SHEET •2) TO BE 18- INCHES, CENTER -TO -CENTER MAX SPACING 2 x 5 SMB UPRIGHT (MINIMUM SIZE FOR ANY UPRIGHT ON A SCREEN ROOF ENCLOSURE) 14' MIN. ED DISTANCE SEE 'MINIMUM FOOTER TABLES' ON SHEET h MIN. NO. OF 014 TEKS BEAM SITE (PER SIDE) 2x5-2xb (2)"14TEKS 2 x I - 2 x 8 (4)"14TEK8 2 x 9 (5) "14 TEKS 2 x 10 (b) #14 TEKS 2 x SMB SCREEN ROOF BEAM L 0 : 1 1 �, E C tie' x 1t,2' U-CHANNEL CLIP ATTACHED TO THE EYE RAIL WITH SIX (6) 412 TEKS, AND (3) 2 x 3 x 0T0 ROOF PURLIN 92 TEKS INTO EACH SIDE OF THE 2 x 3 ROOF PURLIN (TO - -BE ATTACHED ON THE TOP END TO THE SCREEN ROOF BEAM IN THE SAME MANNER o o 2 x 5 x Ve' ANGLE (2-INCHES LONG) WITH (2)14 TEKS INTO I o o TOP OF 2 x SMS BEAM AND 2 x 4 x ka' ANGLE (2-INCHES (2)+4 TEKS INTO THE FRONT o o LONG) WITH (2) M4 TEKS INTO OF THE 2 x SMB FRONT WALL BOTTOM OF THE 2 x 3 PURLIN UPRIGHT AND (2) M4 TEKS INTO THE BACK OF THE 2 x SMB SIDE I x 2 OB TOP FRAME WALL UPRIGHT 2 x 3 x .0T0 CHAIR RAIL (TYP) 2 x 2 x 3/16' ANGLE, WITH FOUR (4) 92 TEKS INTO THE UPRIGHT AND ONE (1) 3/8' RED -HEAD 'TRU-5OLT' WEDGE ANCHOR (MIN. OF 4-INC14 EMBEDMENT INTO THE CONCRETE) I x 2 OB 130TTOM FRAME SIDE WALL UPRIGHT DETAIL 10 x 2' SMS SCREW, WITH 5/8' DIA. WASHER (SEE GENERAL' NOTE'3, SWEET *2) TO BE 18- INCHES, CENTER -TO -CENTER MAX SPACING 2 x 5 SMB UPRIGHT (MINIMUM SIZE FOR ANY UPRIGHT ON A SCREEN ROOF ENCLOSURE) 23/4' MIN. ED DISTANCE I x 2 OB BOTTOM FRAME SEE 'MINIMUM FOOTER TABLES' ON SHEET'I MIN. MIN. SCREEN ROOF BEAM SHALL OVERLAP ON THE OUTER SIDE OF BOTH SIDES OT THE UPRIGHT (TYP. EACH BEAM -TO -UPRIGHT CONNECTION) SEE TABLE ABOVE FOR NUMBER OF 14 TEKS, AS SPECIFIED BASED ON BEAM SIZE x 3 x 010 CHAIR RAIL (TYP) 2 x 2 x 3/16' ANGLE, WITH FOUR (4) N2 TEKS INTO THE UPRIGHT AND ONE (U 3/8' RED -HEAD 'TRU-BOLT' WEDGE ANCHOR (MIN. OF 4-INCH EMBEDMENT INTO THE CONCRETE) FRONT WALL UPRIGHT DETAIL cn a �0 Z aW O ro w m j� a to z In CD co Lu = >- O 0 O 0 W 0 >-L 0 w yob wZ z �w w F� F5mo = w~� N=8 O Pico LL 00_ UOm�- W ZCLLL O Lli w O co a U W a. �co �W S O F- d CO O I