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HomeMy WebLinkAboutSUBMITTED PAPPERSOFSICE'USE ONLY: 1 DATE FILED: .,,. PLAN REVIEW FEE: RECEIPT NO.: -PERMIT NUMBER: CONCURRENCY FEE: RECEIPT NO.: CERT. CAP. NO.: _ ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zonin 2300 Virginia Avenue CANNED Ft. Pierce, FL 34982-5652 BY 7722-462-1553 St. Lucie County APPLICATION FOR BUILDING PERMIT FOR ALUMINUM STRUCTURES _ I PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: V DUO nC 2. S/D NAME: STYE PLAN NAME: W 3. PROPERTY TAX ID #: I — 113 " bb I — b D 4. LEGAL DESCRIPTION (tta extra sheets if necessary): I r+ (99 �iq C 'or (30" �ycl 1)2 e 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK NO. NO. NO. 9. PARCEL SIZE: ACRES/SQ FT 10. DESCRIPTION OF CONSTRUCTION LOT DIMENSIONS 6 2/, I( 0 I WORK t CccYP�yt, tobIh'l�n��C'iS�lh� CdnCrefie jT©glwl n14M 11. SETBACKS (ACTUAL) FRONT: 251 BACK: l5 I SIIDET: la -5 SIDE 12. [ ] NEW CONSTRUCTION [ ]EXPANSION/ADDITION 13. TYPE OF STRUCTURE (Check all appropriate boxes) . [ y SCREENROOMS [11/ CARPORT/PATIO ROOF [ I POOL ENCLOSURE [ ] MOBILE HOME ROOF OVER FOUNDATION [ I SLAB ON GRADE [ ] RAISED SLAB W/FOOTER [ I GLASS ROOM [I SHED [ ] HANDRAILS/GUARDRAILS [ ] RAISED WOOD DECK ON FOOTING 14. DESCRIPTION OF PROPOSED USE: � V U S�� -� 15. Sq. Ft./CONSTRUCTION: 72 � 16. VALUE OF CONSTRUCTION: $ The value of construction is used to determine the amount of pemut 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 ligares are not consistent with similar types of construction activities. If the value is $2500 or more, a RECORDED Notice of Commencement must be submitted with this application. IMPORTANT NOTICE: When a permit is ready to be issued and it is not picked up within 60 days after notification it will be voided and returned to you by mail. SLCCDV Form No.: 001-02 Rev. 5123102 ding OWNER INFORMATION NAME: W► I ��77, ADDRESS: C1 CITY: . r er( PHONE (DAYTIME): (HIa t {PH"LOW J email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS BELOW. FEE SIMPLE TITLEHOLDER: ADDRESS: CITY: I-11 l PHONE (DAYTIME): CONTRACTOR INFORMATION STATE: F ) - ZIP ST. of FL REG./CERT #: BANNER ALUMINUM ST. LUCIE COUNTY CERT #: Li 1 BUSINESS NAME: QUALIFIERS NAME: 504 South 33rd Street Fort Pierce, FL 34947 ADDRESS: CITY: PHONE (DAYTIME): N040; FAX NO. AP email: ARCHIT/ENGINEER: L. ADDRESS: ETT CITY: S. DAYTONA, F:U F; ZIP TE PHONE (DAYTIME): (_) 386) 767-4774 DESIGN INFORMATION (Contractor has the option to provide site specific engineeringfor Structure& Cladding Components) Product 151 maximum height Minimum Design Pressure MPH Design Pressures Manufacture - Model Number Method of Attachment Asper 1707.4.4.1 FBC 120 130 140 140C Component Table 1606.213 Windows 37.7 40.7 47.2 57.1 wing Doors 32.4 38 44 53.2 liding Glass 32.4 38 44 53.2 -Structural Components • Table 1606.213 for enclosed structure only. All open / partially open structures refer to FBC Ch. 20 oof * 0-10 degrees 54.2 63.6 73.8 89.3 Vall Table 1606.2A 22.8. 26.8 31.1 37.6 ❑ Impact glazing will be provided Type of Surface attachment: Wood Frame _ Aluminum For enclosed structures only Minimum Design Product Compliance Report # Method of Attachment Shutters Pressure MPH ype 120 130 140 140 C SBCCI Dade Other Anchor Type Spacing Removable Panels e Permit it CERTIFICATION: This application is hereby made 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. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits may be required for ELECTRICAL, AND AIR' CONDITIONERS, ETC., not otherwise included with this building permit application. 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: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT, TITLE, AND INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. ZL fr OWNER/CONTRACTOR SIGN URE CONTRACTOR SIGNATUW STATE OF FLORIDA STATE OF FLOBIDA COUNTY OF Jt Wc,IC COUNTY OF- '-)A. 1 UC'Ue The foregoing instrument was acknowledged The foregoing instrument was acknowledged efore e t iday f 2CN5, by �+ Janese E papata eforo t e��{'t da of - /3 S b who is ersona :Q� My Conn es on DD191214 'tom• who is personall nown to me r who has produced,, Expires May 16, 2007 known to or who has produced as identification. as identification. (.eta, Signs of Notary 49Pv Janese E Dapete S' amre of Notary •• My Commission DD191214 n I O U �tms May 16, 2007 Name of Notary °"r�' e o P Type o rto[ Name of Notary Commission No. (Seal) Commission No. (Seal) NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUILING PERMIT AS AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THE APPLICATION. OFFICE-1 ONLY ZONING " SECTION 1 ` TOWNSHIP 34 RANGE `- sn] MAP NO. IV Additional Yes ZONING LAND USE LOT CVG % Permitsno O REPORT CODE BIMS FEE h� „1 MISC FEES TOTAL FEES BUILDING & ZbNiNG REVIEWS ZONING ZONING PLANS MISC. VEGETATION REVIEWED BY EXAMING DATE COMPLETE a 5. INITIALS 'Of Replacement Structure Location AMdavlt St Lucie County, Public Works Department Code Compliance Division Name of Park or Community Property ID # V, ) 0 1 - I `� 3 - Q I ��C/I Building Permit # 05 Qr)- I CQ%5 Owner's Name.VV I I ICQ VY1 HaJ I nU Address I attest to the fact that a structure was located in the exact location where I plan to reconstruct due to damages caused by the storms. I will not build any structure larger than what was in place prior to the storms. I will meet all setbacks that the County requires for the community. I understand that any violation my cause me to remove or relocate any structure that is in violation of the setback requirements. Print Name: 70ao d i W _ Signature :2� rr--- )ffCLC,fc�f STATE OF FLORIDA COLINT�yOF i e The foreg ing instrument w �ledg efore me this 1` day of �, 20- by Ir, ho i ersonally known to me who has produced as identification. Commission No. of Notary a lL-K-1 ►C C , L ) I S 1 (4 (Seal) Type or Print Name of Notary Revised 3/23105 dmg �Nr °H Janese E Dagata WMy Commission DD191214 a a Ezpnes May 16. 2007 - _N Janese E Dagats OR; ; My Commission DD191214 or w Expires May 16. 2007 ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIS'ISIOti 2300 VIRGINIA AVENUE, FT. PIERCE, FL 34932 0505-1U6 PERNT IM Aluminum or Wood Structures Being Placed on Existing Concrete Slab All footings and slabs being used for the re -attachment of structures must meet the current specifications of the engineer of record or current design manual being used. If a 4" concrete slab is approved by an engineer or design manual, signatures are required as stated below. I the Contractor have verified that the existing concrete slab is a minimum 4" thick and is in fair condition to withstand the weight of the aluminum structure. I the owner have been made aware of this and have full knowledge and understanding of the above information. Zavl d N . Lcole CONTRACTOR'S NAME CONTRACTOR'S SIGNATURE / DATE AS TO CONTRACTOR / PERSONALLY KNOWNy PRODUCEDID TYPE Janese E Dagata Tu V1 d Q - LDg a �=o� OWNER'S- NAME -VvlI-/- /AN 1'1AI-c0y �03AWERSIGNATURE , �. Commission DDIS1214 plies May 15, 2007 TARY PUBLIC, STATE OF Janese E Dagata My Commisalon DD10M4r OWNER Expires May 16. 20U7PERSONALLY KNOWN PRODUCEDID TYPE due 12rl N EDWIN M. PRY, Jr., CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 2632962 OR BOO],,'•ti3 PAGE 2658,•Recorded 05/25/2005 s; ­ >.:59 PM Permit No. State Of rl- NOTICE OF COMMENCEMENT TaxID# 'Al 113'OODI'�00� I.. County O` t to t O THE UNDERSIGNED hereby gives notice that improvement will be madc to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement ' 1 LMalDescriptionif available �I�I P�SIFIA 50 Ft eKc1q ACQrorttr5=s Address Amount Phone #( d Fax# U -1 0 Phone Fax # Fax Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Sumtes: Phone # Name Fax# Address o[ (Phone # In addition to himself, owner designates Fax 1 to receive a copy of the Li<aots Notice as provided in Section 713.13(I)(b), Florida Statutes. Expiration date of notice of commencement is one year from the date of recording unless a different date is specified. (Date) STATE OF FLORIDA, COUNTY OF gt I (ar Ie 20 b U.I II l•I � 1Aa& �l, who is ersonall own to r Acknowledged before me this, day of M HT L0� yam.-- J who has produced as identification. L (seal) IIGNA O NO cy— TYPEORPRINT NAME( NOARY NOTARY PUBLIC TITLE per''}, •18AesBE�' cotat�s COMMISSION NUMBER �/ : aycomMnba i,, s�aesta.rta. scot STATE OF FLORIDA ST. LUCIE COUNTY' THIS TO CERTIFY THATTHIS IS TRUE AND CORRECT COPY OF THE ORIGINAL. ST. LUCIE COUNTY CLERKAF CI RCUIT,COJART By: Date Property Appraiser - St.Lucie Co-t-, FL f- Page I of 1 Wynne Building Corp Property Identification Site Address. Sec/Town/Range: Map ID Zoning: Ownership and Mailing Owner Address: Record: 1 of 3 14 LA VILLA WAY 01 :34S :39E 13101 N Wynne Building Corp 12804 SW 122nd Ave Miami FL 33186-6203 PROPERTY RECORD CARD «Prey Next» Spec.Assmnt Taxes ParcellD: 1301-113-0001-000-1 Account#: 317 Land Use: PRKG/MOBILE City/Cnty: ST. LUCIE COUNTY Exemptions Permits Map dSyCIE CO Legal Description 1 34 39 E 112-LESS N 1069.54 FT-(258.99 AC) (OR 324-2491) Sales Information Assessment Final Value Total Land and Building Date Price Code Deed Book/Page 2004 Val: 21124600 Land Value: 20996900 Acres: 260.01 1/1/1980 950000 00 CV 0324/2491 Assessed: 21124600 Building Value: 127700 11/1/1978 390000 00 CV 0307 / 1544 Ag.Credit: 0 Finished Area: 21014 SgFt Exempt: 0 Taxable: 21124600 TotalTax: 460938.77 BUILDING INFORMATION Exterior Features View: - RoofCover: TG - Tar & Gravel RoofStruct: ExtType. CLHS- Clubhouse YearBlt 1982 Frame: Grade: C+ -C+ Ef YrBlt 1982 Prime Wall: StoryHght 0010 - 1 Story No.Units: 1 SecWall: Interior Features BedRooms Electric: MX- MAXIMUM PrmintWall: FullBath: HeatType: FHA - FrcdHotAir AvgHt/FI: 1/2Bath: HeatFuel: ELEC- Electric Prm.Flors: %A/C: 100 %Heated: 100 %Sprinkled: Special Features and Yard Items Land Information Type Y/S Qly. Units Qual. Cond. YrBlt. No. Land Use Type CNC2 - CONCRETE LOW Y 1 7200 AV AV 1982 1 2800-PRKG/MOBILE 176 -Site CNC2 - CONCRETE LOW Y 1 5952 AV AV 1982 FEW - CHAINLINK 10 Y 1 200 AV AV 1982 FEN4 - CHAINLINK 4' Y 1 160 AV AV 1982 FENS - CHAINLINK6' Y 1 665 AV AV 1982 ASP1 - ASP1 HIGH Y 1 58380 AV AV 1982 CSAV - COM POOL AVG Y 1 2720 AV AV 1982 PA01 - POOL DK-AVG Y 1 6304 AV AV 1982 CURB - CEMENT CURB Y 1 695 AV AV 1982 ASP1 - ASP1 HIGH Y 1 360000 AV AV 1982 FS - Flat/Shed BS - CB Stucco DW - Drywall CU - Carpet Measure Depth 1028 THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED http://www.paslc.org/PRC.asp?prclid=130111300010001 5/10/2005 r" Design Check List for Screen / Vinyl Room (page 1 of 2) 1. Design Statement These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and comply with the Florida Building Code, 2001 Edition, Cpter 20 and ASCE 7-98, Table 6-2; Importance Factor 0.77; Exposure'B'✓ or'C'_; 120 MPH or>)7U MPH for 3 second wind gust elocity load; Open Desi n pressures can be found on page 3-ii: a.'B' exposure = PSF for Roofs & Des* for Walls b.'C' exposure = PSF for Roofs & _PSF for Walls Negative I.P.C. 0.00 FILE CUr-Y For'C' exposure design loads, multiply 'B' exposure loads by 1.4. 2. Host Structure Adequacy Statement: I certify that I have inspected the host structure and it is in good repair and attachments made to the structure will be solid{W. ` / , l66m d . ��i Phcne: , f � I l.f ractor Name (pleas, print) .(�_/c2A rLF` -Rt .. Dater Contractor Signatur Note: Projection of room from host structure shall not exceed 16'. 3. Building Permit Application Package contains the following: Yes No A. Project name & address on plans .......:....:................................. — B. Site plan or survey with enclosure location ..................................... G. Contractors / Designers name, address, phone number, & signature on plans .... — — 6hotice of consumer rights attached and initialed by consumer .................... — EProposed project layout drawing @ 118" or 1110' scale with the following:.....:..... — 1. Plan view with host structure area of attachment, enclosure length, and projection from host structure ............................................... ✓ — 2. Front and side elevation views with all dimensions & heights .................. V� — 3. Beam span, spacing, & size (i.e. 2" x 8' x 0.072" x 0.224") ..................... JC — 4. Upright height, spacing, & size (i.e. 2' x 8" x 0.072" x 0.224") .................. ✓ — 5. Chair rail or girts size, length, & spacing (i.e. 2" x 2' x 0.044" x 5'-0" @ 6'-0" O.C.) ✓ — 6. Knee braces length, location, & size (i.e. 2" x 3" x 0.045" for 2" x 8" x 0.072" x 0.224" s.m.b.)............................................................. — — 4. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ✓ Section 3 tables used: ..................................... — Bw m allowable span conversions from 120 MPH wind zgne,'B' Exposure to I'S ) MPH wind zone and/or'C' Exposure for load widthl Look up span on 120 MPH table and apply the following formula: Span / Height @ 120 MPH r Required Span @1�, j aMPH rI (bord)x_(bord)x^+; (bord)= + A lowed p I Ex p n Wind Zone Multi tier Exposure Multiplier* r 1� n d : y D B. Upright tables w/ sizes, thickness, spacing, & heights (Tables 3.2.1, 3.2.2, or a 3.2.3)......................................................................... — Upright or wall member allo height / span conversions from 120 MPH wind z e, 'B' Exposure to MPH wind zone and/or'C' Exposure for load width: Look up span on 120 MPH table and apply the following formula: Span / Height @ 120 MPH , Required Span @ MPH fI (bord)x_(bord)x_(bord)= A � IOww ' Q Wind Zone Multiplier" I Exposure Multiplier' �` ear r, " Apprdpriate multiplier from page 3-ii. J Design Check List for Screen / Vinyl Room (page 2 of 2) Yes No C. Table 3.3 with beam & upright combination if applicable .......................... —✓ — D. Connection details to be used such as: 1. Beam to upright........................................................... / — 2. Beam to wall.............................................................. ✓—/ 3. Beam to beam............................................................. ✓ / — 4. Chair rail, purlins, & knee braces to beams & uprights ........................ —✓ 5. Extruded gutter connection ................................................. —/ — 6. Uclip, angles and/or sole plate to deck ...................................... — —! E.Foundation detail type & size .................................................. — Notes: �4- b-7 7 0 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECE68ARY IN ORDER TO COMPLY WITH A4APP1,1001,11 000E81 gtrueture to be Ptacs5ze thattin9 sameo ;oundatlon t storm damage original riot t Will be ded o VottI prior existing structure. loot Print of the 6Ci0°rY 01 Vertiicattnfi 01 the a 1 on is the the e;usting �o o�ha contractor resPonsiblim men of structure . for repiace �urrtcane damage lost due to ALTERNATE CONNE=N: IT SB BCREWS PER PAN WDM 1' MIN. EMBEDMENT INTO rl KTHRDUGH PAN BOXED END. ;ONCEALED FASTENERS OR ATTACHMENTS ARETHERESPONSIBIUTYOMi LONGffUDINP,L VIEW CONTRACTQRQFR oOfM SCREEN ROOiVi V✓/ ACRYLIC WINDOViS :II 4?O" 4 O' 4 O" 4 O' 4 O" Ni N o. o `x X X X i 16' KICKPLATE 1 8' EX15T1NG CONCRETE SIDE VIEWS SCREEN ROOM W/ ACRYLIC WINDOWS 1 T f4" a A 4. 0 COI!0O 7•6' 8.6. e 6" 7I6 , I 1 5" KICKPLATE i 1 8' EXISTING CONCRETE DESIGN CRITERIA: VELOCITY- 130 EXPOSURE- B vn�osos �6�s_ ST.LUCIECOLNTYBUILDF% DI\-ISION REVIEWED FOR E REVIEWED BY DATE PLANS AND PERIN TP KU9T BE KEPT ON JOB OR NO MPECTION WILL BE NUDE. ALTERNATE CONNECRON: = /B BCREM PER PAN W" I • MN. EMBEDMENT INTO ENGINEERING SPECIFICATIONS FROM 2004 (FBC EDITION[ [BENNETT] ALUMINUM STRUCTURES DESIGN MANUAL f ZNd o P� Qw Ir N rc W N w z o a C N F � F _ <N 0» — N z >JU 10 o- W 0 wLif�', W IL < Oa0� w t j F �j z a 0 w ' N m w OD N (aj Z ID 0z w41x 3>m g00 SHEET # OO G 2 � n ul V JM D J n 4 Q 1n W W O C La O P VI � O 11 A �F— N EXISTING CARPORT - ( J fV REPLACE 7 0 7 (7 3' x 1 2' x .024' RISER PANELS B.O. FILE COPY m=�Wa �waa oa 0 .. .0. Rio WIN 5ODDE M o m w m DWMO CAR—PORTCAR-PORT z W 04 ALTERNATE CONNCCTON: )]) 11B 6CR[W9 = U.I X PER PAN WDN IMM. EMBEDmew INM FASCW T ROUGH PAN BOXED END. % O 0 / Q T 3' x 1 2' x .024' RISER PANEL ROOF EXISTING CARPORT REPLACE 7 PANS Z OD•. > P 8'' f 0 M i U Ld 'T Ix. / J W o 10 SHEET # DESIGN CRITERIA: VELOCITY- 130 EXPOSURE- B OF 2� ENGINEERING SPECIFICATIONS FROM 2004 (FBC EDITION) [BENNETT] ALUMINUM STRUCTURES DESIGN MANUAL M ME 1VnNVN NOIM Mnioms vinNINf11V IU3NN391 (NOUIC13 OU) 70OZ NOW SNOIiVOU1O3dS 9Nld33NI9N3 .o 9 -3dnSOdX3 0£ l -,kLI0013A M dUdO N91SIJ -CTiON 3A I SCREEN, ACRYLIC & VINYL ROOMS SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A (ESE TABLES Y•YORY 3'POST 6CHORRECEIVING CHANEL _ lW FOR 3A1.1&A1.2) TOCONCRE71EWIFASiENEIR (PERTAaTICIN6OF Wl6'tIX BCREwS 3OTH SID xbiy. /E9GEE _ UCHSLOEGFEACNPOST® 1-x2- 19•1.ONANNELOR H Sa' O.L. MAX RELEN INGCHANNELUPHI M :AM�T EIGHT 1'•Y ON GRgpE MR MIN.3t2'SUB3E0C PSI BASE FOOTINLAB OR BASED FOOTING GONE.6 x 6-10 x 10 W.W.M. LONCRUEMCHCR -• IFOR F007NCS SEE B_RAM1E Gp F: 1?:"cF.4 I 5 L VINYL RO01.: PAGE 3A-3].30, 39) It?. (PER MN.IN 1qR• M1IIN.IN CONCRETE FRONTVIEWFRAMING VY! SO FROIN VI Y1: SOLD ROJF RODE VAPOR E:Yi21'cR JS:iER •_=,;aCO:II>9T IS MEASURED OFROIA ar J1J'-E JF J. :'S3'Pu _ :E= OIJ OF WALL 6E:ry -YFwOAO V.1'I FORROOF BEAMT ALTERNATECONNECTION ALTERNATE POST TO SASE CONNECTION - DETAIL t STALE: 7-f'-0' ?•7� Pa e FASCIAALLOWED (SEESECTION T FOR DETAILS: -5 BEAM AND DPNGMS i (SEETA6L5) _ i SOUJ / / / o N r N O- G 1'x2-VIS'it'UL NANN0.0R RECEMNG CHANNEL 1 MUM NO MAXMU4 YZYORYx3'POST � • 18'TEX SCREWS BOTH GB >N OR GRADE N SLAB 1 NATO 7 - ON FROM BLOC. P-PROADWI SIDES LW <LOAD WIDTH VMI S VMIES i-VVARIES� H, RECEIVING, PECEryI - NOTES: OFY-0'OG'M. BACK WI Ill x 2-IW CONCRETE FASTENER MA%. YW NBC "O Oki, eaz Bn6'TEK SCREWS BOTH , SIDES :. ANCHORMDWII 6' TO O.C- ANCHOR ANOVII , OR91II SIDE OFIIPHER HEADED BEAM AMMO COLUMN SCREW BEAM PHDCOLUMN WASHERSORRIWSTrl WASHER HEADED SCREW p PERT/sBLE�WHHW 6;O�P{ ;�� OFUL'�tE05Tn � '• TCEIVING CHANHANNELOR ; SWJ WASHERS INTERNALLY OR1VIAtiCXDR CUPS AND(3)CS SCREWS WI WASHERS g'EALH POINT OF �°,�Yia�l�>.l� � RECEIVING CHANNEL .. v. N3cno. w ,MI AD WIDTH VALUED F Prz OR Prz O.H.O T FROM MALL RING LARGER LOAD BEAM FROM N. PS 1 O _ CC N^BETE ANOIOR 2 SELECT M. . SVALL BEAM FRO M TABLES 3A1'! ^ EN ROOM FORTY SELECT S,.RE S_ ERME•M LONC.6z6-t0• I T DR FI3ERMESH .- m PER TABLE '. ( F LLOIMNG N3N Y.ES UGETHE 0 : ANCHOR68ABEDON 130 AIPH RIND cLOD1TY. FGR NIvHERI 9Z0 _ < VAPOR BARRIER UNDER ... :. f-t/8•MIN. EMBED SIEMINTO CONVERSION: CONCRETE CONCRETE 1W-1Of 13p 1M 150 rs ➢l0 Gf2 Fa 1 ALTERNATE POST TO BASE CONNECTION -DETAIL 2 L TYPICAL SCREEN ROOM SGLE:3=ten SMS-3116'•V• _1 Lawrence E. BennelL.P.E. FL # 16644 ; Lawrence E. Bernell P.E FL# 16644 mWxrm. bnnin's a:ae4- .mbaneAT aTNP .. area •➢ allFM-samarlvwxmn ®,m: Y� ¢andmm -� ad,a_ nm3Ad berlax.snm+xaDY.�o3b:...n.mwrTla.vnw.5wavou.maaWeklr..a ;e ana,.vnl ,m.•won.,..rwm,Dn,la..ml..5re®rwuwmua Y.la,.e• xa3A-S -� - I I I I I I I 1 1 ECTION3A SCREEN, ACRYLIC& VINYL ROOMS .j .t SCREEN, ACRYLIC& VINYL ROOMS SECTION31 Tabio ]A1.1-1]0 (ROPaaEan Ma-Ba's BP]m -NaHew iVusinrb. - Lta.SaeeltAbMJc.�9asi RNmt Gor 5 s•FondrOtl ew��]361OF1i'aloc� usNe dMill, Ideal 15 M5F ISO YSFMN¢CanOkvel •." xlarl Ou DSY¢5 anl'I antlN T'wdaNden' ass. til a 9n tluaM1tlb+ tDYI t315 a3an C Haaa, Y WfAs'lal SniBy ]Span •STan Cvxb+ Ylmn 114 a- k.' @S a 1'd D { a'd a SS a TF Q-Ir a • 5'-11' D Bd D D _ SS D 5-+• D P-IC D a D1 • D 1• D r r s+5' s5 D b-1P e �r- f% D r8 •'S D 5'-P D 11• D PnP d le S-1P d •'3' D fS D PS d •'- e-1P D d PLP e 5'-I1- d -T ail a 0 der .a rue .a 513]6a Sanrne.nGUN*'. aaapbn' sie.e n"p was-rmm�d a'n ]9pan. •SpmaG _ au soon(M11 sYw•BLI ]Sae a5an Cn,p,T t316pm B 53' d ri' d 6.1P d 1'-'- or 1 • 51' 0 L' rS d 1'd D • 6'S d e-1' d Td' d rS d T •'-P D kF D r-+' D C-++' d i rS e S d k-I1' 0 1'- d • rd d rS D Sr P-11' 0 5'r D 6'3' D 6'T D 1'I, 0 F d Sd' d r-S D C-11' d • 5'd d D'S aP-11' d �H v 6 SS D r-1' D v-IP 8 to tale D SII' a 6.1• D d 11 •V d D 1' D k-1P 0 11 •'d d 5'nP d S-1P 0 +" d OLP >•tons U' y¢5 n r,ern<D'vdNeeena +1, tlaa.SDan T.'I n59'v bDeCHm'al wain on) 132 sp Idam/ [d C,nlbvw w]fass am ll4a uispm SsPm asm^ e...- rr a rr a r: a e s e'r a m.r D Iv-s• a r-r 6 ems' rL• a rr a .x-a d • r% t o--+r D D rr e 2 rd 0 TS D @-11' D TS d T T-IP 0 so-so 5'S 0 kd D rF D SS d rs D e�S D 1'S e srd rde e e • TS D rS D TS D s • D s-11• D D l+ a Ip tale a r.r D rr n rd' e sF D ss e a e'Y D rr b rd Y P D 5'S D P-11' d 6S D rJ l' D 6'�r 011 d Anno'do Maeab YlPa ti-sad. Mdlmm<L' bmT9ldb Rmndbvlamvn :nv'e6n Ylaabw•Yatr W traerT. enaal bak;; ttud I (Sa Mile for Na CmHMr7 Spp n aSG. [WIYav rS 0 Y e S% D bn1' d WsoW D D.asllu.5 Y 3 19 adT' sanrM ncl NMDlnl l{SSa Sian •8pn C t-andecarala35 5 • A S D ur a I -�' •"-0' D P-1P a r d TS 5'S D P-1P { •'d' 0 P$ a M1r a a'-,. n 1- D PJP e a r IS: a 1s D % e •'% a P.r e }r d <S D r4 D d 10 Ynr n rd D •'S D bd D TJr 0 le, 12 ' D S-T n Pr A 15 rd A a' T D ]Lead VII N'Inl Dant'I Y¢swn Y•/IMMIn euMlanlm �255 ]Epm aSWn err, „MGM I{ZSan "I "dm DrSln•nIe 5 SV' d @S a 1'S d 5 TS d TS a tale a Er a bone a rs P-u' e e ra d 5'% a d a 6'.r a e e s fd• a r.• a v-..' -- a sS a br a "' e ii •'J' d 5'-r D P-IP L 5 pd D •.r D -IT IP D b-IPe d SP a - s.r a boll- e �� •'r a �'-r D bd d s e-r a vJ1' a li S-�' a •'J' D end D O4 D •'-S a r3' D s'S D O.1P d Y+ •OoaS Tn• aeD I.em .in)ll]Sa Yes 1'llbnd s.,.d ntlm lead NNeI" tl¢5 I525 ni'l aneln SSYn tln.-anaoaor' asap CmIM'at Sian Zan F x¢ C. s s'd• D Ill- TY a r3' a P.r e S e Y a tall- tl om a e-r D 2 5'S tl b3' D Bs 1'S. TS D r rS D 1'd e • 5r a kS D B-I• 0 1''1• a 1S 5'Y D 1.r b b TS b 1.1 b 5'S b r 0 1. a TS b k IS' D - e u5 ad D rr a n-re a r-r H' n'-IPe r e rs a e'S a - b R 5'-IP 0 1L' b 1'Y d 1. A[on WmamM WiY'{>.dam eses htlbCa+W darer XunlµlpNburtndoa¢bDew ay.9nbderbw Ron.mlGsapma 2 SGminuyYMeNeM. I Fvcrence E'BennettraP.E, FL# 16644 Lawrence E. Bennett P.E. FL # 16644 ., v, I. rose- .A-12 Y.<ravan.m.aa..m,.mm. IP.arue..-a ', n. n. .a,.. _.a La 3A-S: .. Fa 2 e D D fen C•y� Y AZf£9 •p t� _33pppnm is 6 ID b^A. F - Y S I i Table ]A.L3-130 Ailma.bl. Be.. Seem Im MI ... llanae.e Fraud, 6... I., [A, Sense, Acrylic or Vinyl Huums For 3 attend rind goal 130 MPH volatile, using desl0n load of 15 FISF on T.DuI Lenwab 5bdae."..Ilne Daa.< < 11- al- 11 L- - ed eL- rp- c'9- 'E 6'Y no aab6 nM1'IbbinS'y as SE Y<<'<O.YSp'xylD. tl'C Y IP!' a 1'LP a @e' Y.1' a pr e'd' e'•] a Y T-+P a r% a Ya 5'a0A5a-Mooei 1<'S a +e.<' a tZd d 1ZP a +Tr a +1V' a IP-11 Itl-I' a IPd' a :-«-. D.uu•.4.144• +zr a IPd,-e fo-d' a Imo a it 4 II H'3' II uS a e'nI- G 6 r a Lp a 11 u ra5•a0A6]- +SJ-a L<4'tl ISda IYSY N. IZJ'0 11'Se 118e It'a'Y IPIPd 1PJ'Y 1Pi'Y Y.c'+DAY•aD 013H• IS'a l'e le'S'e 1 a -a t<'Se I a 1Z.'Y 1.11'. IZ%a I Ya YY0A35•a 0.1 1PL' d IB.1.0 11'S a IrL' Y IB%0 16.1' a IT'S Y ITS la'ff tl 1 "Y a'�1'Y rTY x-. r+u.4a3•rD+on a'd'a Here ] ]anl a Ill e e IT<•Y 1TIPe v:^e msY 1rd-.I rev'. DHn•.Dur xs.re ]Ys< R8a ]r%Y zvre Vro I1'd IW-70d 1r.Pa v'ra ZPr 0 35-tf'Y ]I'2' a xY.T a aT8 a 31 ++'a N'a' a } e sift ]P.1' a fYJ' Y 1Pr Y I" Y ➢<I -a D]H6- ]aaT c xBaTY z5'-r a ]<'d' a ZS'd' a RS tl ]Zd Y ]I'S' Y ]Y.IPa ]Pre 1 _ ]<aT a] Y •A.b- a ii S tl a a ]Tee e M a ZS'.9' Y Y5'S a ]<'.5. 0 I111a a trt5ua LmewwY, Ir„'.o Is< e1 orze a1-ra zn a ]e'r< err T II B a ar1'e 2 ]ed'e al%e ala rr e x a Ir. i➢•. aria .d ).e <rL' a AP-to'd )r.ff a o -o a.r c asL' e x e arL- a ]z r e e oild air. e,al4'u vynurb mnWeap+prymba6amu+v Xanlnp Gvn Wlayn:lma Na+<P x. 5pes•+aG+gmlNalP.1(wetllnaDTl'n4aa W11a 6meq non ].Spu,Lmvul6mruNudwumur W IaG D-veg mvu✓Am <. PLwa epwao,W WUYD W[Llu'4me Dlaa. bd M1mtltlfl5lmlCa4PT YpipNIOUNvdhaabbemral+,vNm baaDWa+pmalur WJ na s Table S0.tA-040A Allolvabla Beam Seam far MI ... N... Us Franda,Beam• I., for S<reoq Acryllear Wnyl NoemS For S mead vine Vat at 140A MPH valmilr wN9 design wad of AISF xohnsan, rnwY Laewmm slrYl. APaaba wmY rs rd ra• Cr as, sa- sd• ••r .1 rs rsotaWW-sif4-11-dor.r.nesDoxen. tvr a T.11• a vS tl e'r a rr a a roue a rr a rs a r'-r e-ra ICIPa 1Tra 11'da l 1 11'-ra 10-IPe IPrd ll IPSd 4.11-tl 7a,tl a-re15.4 0 lid a IPE' d I�.,. a 9'r 0 BV- d x'J' d e<1P d e'.r d •'re Irsa txrd Irae ado vnl'e IIZ.B'e Ivre ISoso 1.11d 1a-rdY'r0 1 1T5'd 11'nPY V�d fl'1aTaTX005VEIrmiZP mse I a + lea a +Ts a Ira' ex-i ri 0U15-W.-H -' Graaxvra i n'a I.rdfIare 1' '➢R-a d.lxe' }<'S d 7Y a SI'.Y a IDa' a IP Pe 1xS a 1@.]' a IBJ' d iT-r d Itrd d ISS' Y]s a' a x•'-Sloe 1P3' a LPL' a 11'�11'd CAWN ' d xl'.reAL•e1SPde 1Si➢•a dADTa➢)6[' aT-0' d JI%I1Pe xPS a ZaS a xi.r a x@S d SST d xd'd• 0 2•'.P d Z-11-d zZ3' Y XwY G•aA. OwWaa.vNama3anln 'a- rL- •'d •'a• sa- rr a'a- ra• rd- A Vneae.a r. r. mrr.Dnr )vs e x r e 2 a 2r-me x-Ira MIF I. al xrd a znr a xzd a mr d xnr d xr.r e z a-ar. e.en-nerd- v.• a z zrd' a 11 4 a- d x5'r a sate x•'d• a ens a zra- a rr asd- e a s e- a WA' a x4S d xa': a] a Ill a zewPa a 2r-r a tea- d r..CXam-eWr ae-Te ara•a ]rrd x e Sere A aJPd zrre N 0 0 SCREEN, ACRYLIC & VINYL ROOMS Table 3A.22 �-TIFIEDI rRritBPePrW✓•[GdD'SPans I'^--yilyx Fine uwnln>m.1 Nrl T. creel nloodcl15 CI5F 1 a Na 1 1(3QIPSST'DlodDl'wln9 9 1 LEC T,ON 3A For Mean at 2. • SaCbm Tnwbn [ma Mtex w • Pubin SD:<uv l'a- Sd- Y•'AJ <'L- 3'a- 5'd- 6'd- B'L' :L "d Atlrn5Y MN9M 1T/DtndnD]'>r DeHrcMa n'a rtx'aD4•- Mall<r 5'-1' D Ta' 0 6'-11'D 6'.l' 6'd 0 5'-n' D 52' 0 56' a SJ' DI 5"-1' D T+]-t 0.O5s• MDlle• @.s. a a •.DDtT Neilw - aa' D -+r a o e'+' a r-++' rS a a .1 ET a +• I -+YnY010- Ne sir d'D eCdDH a5'o @-11-D 8-1 ] e 9'Sa i.:Pa d'elZ -rrxHOsS'.�<lawr +0 Y+•']OASD' +L1+'e +16'fD 1 r> +a' o e'a,-e 15p D 1" D ".o a 1rd' L-' D "I - 1,,- L C'I 1 e +edL i5d'>: Sr D4V1 �aYrO.W<' Smv 4-TD ZwPe F>a v¢onCN'InaguslYl]aL YJM I ly >C lad G55 SapIvn lri: tad .nM •PUMn Sd YL- <a a @a- 5'L- Leal +L ii If I 1-1. 9'orberiaal:mY S.]-]O.mP Ndla i'T r D pD TSD or or a+r1. 1-5. S]i-i0.O5S MeM CJ' a T2' D iS D D S 6'J' '+Y]O.DaT Iv,n D B5' a i•tP [ i Yd D Ed' D Irl D e.- •" Xena mnPp 1PJ' e lit T•• ri 7.1D 6'nP e 11'J' 0 1S5' a 43 D PY a CJ' T+•-]GASP Me I) -I' D +rA' D It.' D D8 b n% n aS > rJ• e a vv a a 1C-,V 1'-+r D YL' b +1Y3' ,Ss• > and b b S+S-i OACr eL4 11J1'D 1T.T D 16S 0 ISS D 1•'d' D 1•'r D 0 ITn I'D ISS' b one+ e Y•P10➢W' eY8 YJn 3'D 14L' b 1@S D Ii.1' 1@J' D 1rS A U.Ino xS D 1ST a 1]'Y D T20.H4- 6 1r D @r D ri D Tr D T]]-enNT 1 1T.T a 118 D IPd a 5' 1.11' b e'L' D 0 a J- a rr D iL' D 1•v e I +u D v-T a tP-I1' e 1 a-T D YJ' a I' D i.some, m lea DYUY MM+ d Dve,s AmlvlmvN Cweoecm s eat wd bm b Mam m. A, y .. for Wb star IT IT Z D n A K r _ FILL C n w i ac z Lawrence E. Bennett, P.E FL # t6644 OPron. I ; aaa.,arromx V}m I:�Y+mlmvb.e Dwl a. bnara.amJa]me')ndoMwao•al<a9 abmMl+[are,maaw.b J _. m aSP.mCmp.Na".N."Aselblbabraa6 'go CaIVIn has 6p,lbnw,•ebmgN.dm.<wYMb1eN•ewimall]a J I E m u.ryoem,n•rarY b+pn elm Yv.AmbDmltl6Yb.aveyeLGtlbabdtrva bl.eelme f}+b0.ebny+pbeYl ! olN6aSam® nWaaYrYr, c!P1� XG-61 spmmya W.raglm f � Y i SCREEN, ACRYLIC& VINYL ROOMS I SECTION 3A SECTION 3A I + SCREEN, ACRYLIC B VINYL ROOMS ' EMUSIONSWIINTERNAL 130 Alloaable Seam for Ridge Beams with Self Mature Beams SOREWBOSSESMAYBE fa SverRAcrylicor Vinyl Raeme I CONNECTED WI(2)910 a 1.17 PwIaceMareas Dwt at 133 MPH veIaCM Asian doelnrl had M 15 a5F I INTERNALLY as a 1. forso m.rNum KnWrTear," a<ndmnti,npwMbeppYd son 28pm5nu5'Dr1Y tea]. ' Table 30.1A-1d0A MDw1bY Bpana for Ridge Beams with 5e1t Na0ne BaamS far 3 Aserad wind 9Vblyl Roama Far 3 w<nna vma vuNm 1a0M1 Npx Pe1etlK. wine aesbn land 012 a6F I. TAAad .ertldu.-anaFAms+l6+wYnP bsao-C b1. x. 6anmayM Akq>INM. B PRIMARY FRAMING BEAM (SEETABLE530.1.f,2) I iIDEOFCONINANGLE EACH SIDE OF CONNECTING BEAM WITH SCREWS AS SHOAW MIN. a6 S.MS.x Ya• LONG NUMBER REQUIRED EOVAd. TO BEAM DEPTH IN INCH ES INTERIOR BEAM TABLES: xu BEAM TO BEAM CONNECTION DETAIL scALE: r• ro BEAM TOWALLCONNFCTION J - (EYRNAU.y MO ETERNALLY MOUNTED ANGLEORRECEMNG ANGLESATOWOOL. CHANNELfXTRUSIONSWm1 FRAME WALL LLWWlMI/MIN. (3)3B'i-� INTERNAL SCREW BOBBEG \ Y LAG SCREWS PER SIDE OR ALLY BE CONNECTED WITH TO CONCRETE WI Gn 1/a'A (2)GIDxIJrz'INTERNALLV bIWANCxORSORMFSONRS O W kUADD(I)MCHORPER I O SIDE FOR EACH INCH OF S6 MINIMUM ae S.M.S. a 3M' � G DEPM LARGERTHAN3' LONG NUMBER REQUIRED EOUALTOBEAMOEPIN �6 G ALTERNATE CONNECTION: 1 IN INCHES G (1)1-rrx 1-3/: zbYY.IV INTERNAL T TO'ANNEL ATTACHG FRAME WAU.WEON.(3)W WALL W/MIN.O 31 Y UG IATCRIOR BEAM TABLES NC SRMAS ORTOCONCRETE 3A13 OR AVSONRV WPILR'/(3)1N' ' SECTION 9 3A-25 , FASTENERS TabMO-T pumarable LDad• far Cereals, Araf,ma SmrSb d•dlr.Y O1bWnq OapX .3 W Eexa gblB a.dvsnrate Mlle) IMr01•beb I... 8M rYIAC M.VYN bDa.uurm it I m Ned Ill II is wAnt ce+aY Sneer Nr t-11<' 1Y16 ]ab i61I ears �tv<•a �+-tw',o .va. W Y6a5. iIv 1-n• - 1JIr 1.d •Pe era ldv ass• POWER BPLT mM w• IaN' - n�m av t r n�. ST >SR t-lff tSIY asu ur ]-vr zsm 10WEA SND �]t. ? T12 1318P x.iN' ]355v x30M 1. CmtN va.aba YlAlb T•M�mIN%InM.9rw 2 VNaabM/rrb••GDdrAs.hibrybSe4aa{abt .. P+m,®.D'+Y W awnwo- rwmNYa ..1ce sa Ybrpad "..'be•fanNYrFbsba S. ADraW bW an4wub MI.W. bLL a v5mmeeaaemlamawbavR.aN.wdsd i. Alr]va+ �FbY•PaHYb OUGiuleSar loin'+ a AIS)%Yva MMmaNEbEeavBNKdXbnn'bt goo 0.umoiv Pe +um[mdmroananaror,qnelbapM n+mN AresaanwwbbaMn•rcw For TaSbam.Mt YwM •Td g.4 rhNrpm•YEAaAUms:N 1ptIFILWg a 1R(BP W aPAN1xBF/.Yd UPP16M5PECINO ALLD EEL DEW Mom-% MIYBEROFAM . I'Araa tT MrrM. ar S mcm, m n I m artA rid d y1ab. • 2-Rine ANCHORS OR ADD (1) ANLNORPERSIDEFOREACH ' LARGER GT!1 URLEF THAN r BEAM TO WALL CONNECTION DETAIL SCALE: 3-• I a I Lawrence E. Bennett, P.E. FL # 16644 -� TM a,Snkfa.➢flIIMaNr(oma.,N Lawrence E. Bennett tPP.E. FL# 16644 Lawrence E. Bennett, P.E. FL # 16644 s e, Mwmea -rr n-..rx nbcba. a•m : -:r�...-._-..,.-'rn-.......-r....,.-..ah-••+r..,.v.,..r e....-•< 3A23 cennhl YUNpt a rvE DY Dbu,.a tlsa Tun W Edna gNSYem. Yubpr im.Mn � m 1�as Id IIS W ➢• tm 2m ue u. e Y1 r y,nt"n" cco�naannio- ;r:..1..].<n...,• m.....-elm-re.rw.ao.o=...,nn�<nve,•..t j (sEE iFPANEL) MAY BE ANGLED FOR 011i♦_ � FOR NVIASER OF BATS AND GABLED FRMfE .lfL SIDE OF POST (SEE TABLE 33) .D-UMN NOTCHED TO SUM (SEE ANGPOSE SECTION . .. (sE=_TAe:Es s=_LnoN 2) SIDE NOTCH POST 70 6EAf4 CONI:ELTIOR SCALE: 3'-Tb }-/S MAY BE AND DFOR — ---------- GABLED FRANC- S I g -(SEE SEcnoN>, , fa . Dne3• THRU — --- -- -- µLHOR PERDETAIL FORPµ I ® Tw EHRV ;0E IIOEBEAN I ® ORCOMWSRE PµEL - INUMSER I FORNUMSw(5E MTSAND OF BOLTS) ::I ® TABLE S¢EOF POST(SEETABIE29) ;IL® • — BEAN. µDPOSTSQES (SEETABIESSECnO112) AUMNNOTCHEOTOSUR CENTER NOTCH POST TO BEAN, CONNECTION v' + CAL£r•V PAN ROOF ANCHORING DETAILS EEAU\T EXISTNGmUSSOR rJr"TER !_ io RID. I. LLS RI PER I p p ROOF PANEL pA 311.FE OR aF rTYL 7 e .1r.pnD-:wsa.a peel.,., •YOL cr1T51RE +P.P PAN ' m<•41H 1 G 1 ':6Ir r.1.3 8t?pYz�^'sva+•-DElmdl_ y a a�ssu.:ea I 1 v. >_. teat . F1errru zT yl.1➢'_N-i< -.H ZS� nOr- ... � � _ .._ IBOTrerlANe 1s)C RISER EArsnnG FAseIA EXPLS'cD SCRECAULKALL BCRE15'HJ3JS ROOF PANEL TO FASCIA DETAIL .. SCALE: i'' :'L• SEAUNT _ BONiYUBE MAI-I,4S HEACER (SEE NGTE9RM -0 1K'xNSONST j P v5b Gml Cael.l.sr `­4 C i R Seen i. g� ip ] 163 3 63 F+ 3 All R M1 r a .rA uT vrx � +toe -z-r ioa z- es ma �c is i In WLHOROREDUAL024 D.C. FORWOODUSEY]I)XIAW — r.+rveesp-msRq aDwnw 6MS.OR WOOD SCREWS@ + 3' O.C. A O 1— _ r ROD! PA11EL WOOD GJA[SMSEr UCTJr._ OR WOOOFHER rl 1 i'611R•S.M.S.(i)PERPµ �� (BOTTOM)AN: (IMPISEA CO MUCt ,- OTsfcR CONSTRUcnON _. ,l - ROP)CAULI(ALLEuosEn. _ _ - SCREYi NER05 -- _ ROOF PANEL TO WALL DETAIL �' R06FPµM SHALL BEATTACHED TOTHE HEAOERVM`H(3) FALH"z 12•LOr I CORROSION N1N Own Slrvqur•• vroSLLVERp/ swngegrn eA4cDnG[nr•n nnlYyore ErtlexE p•rNn93 Gm, •`•Ele^ ns seen • i +p r seen a •m •I i ] •Cm 6 •qD Ap Rl IY.YM TYd •Jd trll la'S 16I- fd 1r3 as F-n• +I F-r se., irS Xa n% Irr 1rrc G'd t>➢YrX Ird 91'-IP FS 15'S 19d F-1- 1rd IS'd 16A' ♦'d t9]NIN 165 Ily' ]I'd- ISd 19.Y Ird IhT ISa' 15:1P ♦'d M 15-11' F-1' F4 IP% 168 1r-iP 11'd 1M111' +Sd fd 1♦p YIN 12d ISS 16-11- Ltd ISd IS'-t l- 11'S NV' IM1T ♦'d ISSYPM Iz% 15'% +51+- 1rd 1T-T 1s'�l l' +Dd IYd lY-+1- N'd RESGTMTSHEET METAL SLItEWS WIiH 1?WASHERS. ALL SCREW HEADS SHALL BECAVtF�D OR Non TalYmmPs•I•Nm•m,mm•.c• sHALLHAVENE02REv0=GI51a=T BETWEEN THE WABH'ERµDTHEPAIL PAN RIBS BHALLRELFfJE (1) EACHegz 12SCIiEW FATJLniEPANS MAYBE ANCHORED nIROUGN BOXED PAN WrtN PIEAu1 kax I• r. . OFTHEABOVf SCREW TPESANOTHEABOVE SPECg1ED RVERSLREW. K3Agn6'TEKSLIEEIS'S ARE pttl]sVEDASA SU65inV1E FORRaa 1PI S.M.B. - - Lawrence E. BennettP.E. FL # 76644 Lawrence E Bennett P.E. FL # 16644 •-Pn..,wnnm • mum ®. n u P•I .]1roYmenreelwarwr•...il+mP.t.•..Imru®rww.meen.a,r.rx �247 •."• pcsuelry �_ -_. }}f j 72 -�_ vlamlm-j ATTACHED 6 FREESTANDING COVERS AND UTILITY SHEDS I SECTION 2 l SECTION 2 I ATTACHED S FREESTANDING COVERS AND UTILITY 1 ALUMINUMSTEEL COLUMN (SLHANNE (SEE SECTIONS) OR ANCHORS (BEE SECTION 9) CONNELTbNS) CONCRETE ANCHORS :ONGREFEStABORFO0nNG (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR E7CTERNAL RECENING CHANNEL 2O acNeeula of Pesl to Bean atre entl NwlDvrol TlwBpib Reyulnetl AMWunAdy6a•S to r.r•ovr 1 ALUMINUM! STEEL WLIINN ZrP.ON V arwRH WPLLTHILKNEBS ZFP.O Q µCHORS (SEESELnON 9) COLDM1AWALL EOUALTIAMIATER EHAN LL ♦ l l ` rI.,Y.m.. • WN•.erP CDNGNETE SUB OR FOOTWG • N (SEESECmON 9) I F•0D•11 • I - POSTTO CONCRETE CONNECTION - - INTERNAL OR EXTERNAL ANGLE CLIPS .. SLPLE r c 1'A - AETACHMENEDUARS —(— - - SHONW REQUIRE DIAGCIAL pLUMiNUMFSiEELCALNEIF -� -. BRACING FOR INIERNALEXTRUDED - COVERS ""- FRFESTVIDWG ALUM iNum BASE OR BREAK I _ - -- - FOR A M ULLI: WITN WALL LORROSIDN RESISTIVE SI£EL — EOVALTOOR GREATFATWWI - ExRueouPER srolEotnE _ PDsrwzLL -- - CONDRETESLAS OR FOOTWG CONCRErEANCHORS (SEE SEEMONe) POST TO CONCRETE CONNECTION 7119E COLUMN BASE SCHEL:ATC INTERNAL BASE SCALE: Sc14J . Lawrence E. Bennett, FL # 16644 • 1. �_ M1wmro-mNGaam NEDS ATTACHED& FREESTANDING COVERS AND UTILITY SHEDS m 's FASTENERS(PERTASU2.3) INTERFULµGLE OR l{QIP KNEE BRACEREOUgiFDR - POSTNOTSEiWCp1CRElE _ fOOTWG M'EE BRACENOTREOUIRID .- FORATTACHED STRIh'.NRES ROOFPROSTCRO FROM _... HOSTIESSTHAN IO - - Lawrence E. Berme% P.E. FL # 16544 ' Lawrence E. Bennett, P.E. FL # 16544 en [.mrm.oe+n+rc>u+vm 1F.n y.�. '.oQ in.1 px.. r..® •u254 �..m2_1 Iciwrwn�m suns n+.•sm. a w.['a a relent. n -. .. •reel.-.,sell:..>...P.:,.p.n,....m,re«=..>.p ..w.a..r.,-< .R PAN ROOF ANCHORING DETAILS I RI ECAP SEAU'T PAN HESDER (SREAK- KE FORLIEDORE%F.) ,,r. SIDE PEADERE Aln I`AIS' 01 EST, SIDES Or SEAM FOR CAULK ALL EXPOSED SCREW L1 1:..-1 GAB-EDAPY.ICATION nEV'S d l'.ASHORS 1... KB A W- DAB (3) PER PAN AND (1)AT PA.ti RISER --- ALTERNATE LOLNECTION: PAN OR LOL'POBITE RJJF K! F I'll" SOREIYS (3) PER PANEL PAN 1170 BEAN. THROUGH BOXED END OF PAN AND 3� rLO 3 PEP. PAN HEADER - GPAN.B. ALONG PAN EDTTO'.: ROOF PANEL TO BEAM DETAIL WP.EN FATTENING PANELS OR PAT.'S TD WOOD PJTES SCREWS SHALLHAVEA MINIMUM EMBEDMENT OF 1• CAULKALLEi(POSEDSCREW AFAD- 6w454mRs ROOF PANEL (PER TABLES SECnON 7) SUPPORRNGBEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE; 3•- 1'-0• �9if,Tt:TES>� p �u .Yn v.ee,,.+, wu-.�n,nr.Al m'.ms w+• e. 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Mp+ILWMns'wY ntnnRew.assMv iY 1MrH%drW F¢ryYNBra♦v 7-29 o ro.,� msr..rw®wwl.n+roa LE.'n1... �7-27 v73d o •�.�m neD].v .G � I � I i J— _'"�. ^-1— I ' i —�_ j_ i M•srr w I ,>r... I w i PIw..1.zI. i SECTION 2 FPANROOFPANEL ® ® BEE TABLES FOR BEAe151Sf e O 6 0 m B LONNECRON STARTOR EFID OF BEAM SPAN ;?..CE _ CDAER OFBRACE OTH Sa Sx0D50'WNMQM KNEE O I � BRACE (SEETABIE29)' O I LGNNECTKNEEBRACETO 1 O 0.05WUANDBFAMwfIH D.O ELMGUSSE PIAEE FAtmN %Vm1S.U.S.A F/STEN WRH SEWATEACH ' NNECPE:LS) i CA . (PER TABLE25) KNEE BRACE TO POST DETAIL. BEAM PERPENDICULAR TO ROOF S^.At£r.1'W 2 �TaIlle 2.1.1 A-144AA I.Ille Reel Been Spells TaDI.21.1 A•130 Al1oYa0Y Rool Beam Spans for Fro,clanding Cai oft or Palle Coven will, NenP$lepna' Roof• RopM1 For sac. Wine gust MPH velocity; wing design lGe el l6 GSF (68 GBF for Max. CanNoveq fill Freestanding Bunions of Palle Covent vicO MonpSlope?c­T .er wm mute1130 MPH veloclty; using design leedel 13 e15F(11 dSF for M. Canticles) AbNmnuN M♦ST. 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