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Home My WebLink AboutSUBMITTED PAPERWORKPermit # 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. ?X — OWNER/ CTOR SIt3 ATURL'a CONTRAC-Ir SIG STATE OF FLORIDA STATE OF FLORIDA COUNTY OF zG} � AtCA p COUNTY OF SV \rr a' n The foregoing instrument was acknowledged The foregoing instrument was acknowledged before me thi� day of .P_ p , 20Qgby before me thi�^t day of72,b , 20_Mby M000 i AC%Qer-L(i , who i rsona 7 D F� who is sonally known to me or Who produced known to me or who has roduced as identification. as identification. Signature 6fNotary SignaturelofNotary t c 42 11 jki nt <t., Type or Name of Type oral n ,�17 ALYSIASWDER ,' Commission No. :: M471SSION N DD 227155 ,:P;�, A6Y61A $Nj�'((D�R� Commiss - �+I MY C517MISSI9N(RfJi> )7155 `EX n +•- PI ES:June26,2007 V BandedRmNmary Publk UndWttere �', ii EXPIRES, June 26,20D7 NOTE: TWO (2) ACH SIGNATURE MUST BE N` 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. mYt OFFICE USE ONLY - ` x -J SECTION / / TOWNSHIP RANGE MAPNO. /n �/i r✓/ U x ) /li/ Additional Yes ZONING LAND USE LOT CVG % Permits no aiv 1 REPORT CODE (/1Pl // (G&ILZJIU%NINGIi_EVIEWw BIMS FEE $ a, MISC FEES $ TOTAL FEES $ BUILDING' � ' j REVIEWS ZONING ZONING PLANS MISC. VEGETATION REVIEWED BY EXAMING DATE Or (0 COMPLETE 19 INITIALS OFFICE USE ONLY: Date: _ I Fee Due: Receipt# .� (,a Permit # ALL INFO MUST BE COMPLETE & FILLED IN TO BE ACCEPTED St. Lucie County Building and Zoning 0 m 2300 Virginia Avenue . o •• '. -• FL Pierce, FL34982-5652 SCANNED 772462-1553 BY St. Lucie County APPLICATION FOR BUILDING PERMIT FOR ALUMINUM STRUCTURES PROJECT INFORMAT1ION 1. LOCATION/SITE ADDRESS: Lk -Sol 2. S/D NAME: SITE PLAN NAME:, 3. PROPERTY TAX ID #: 130k - 1 � 3-cn p ' 4. LEGAL DESCRIPTION (attach extra sheets if necessary):�- � B�fR AC) , �3�4-a�i Ir 1) 5. PLAT 6. PAGE 7. BLOCK 8. LOT BOOK NO. NO. NO. p 9. PARCEL SIZE: ACRES/SQ FT. LOT DIMENSIONS r it [ D�l 10. DESCRIPTIOUCIF �DNSTRUCTION PROJECTOR WORK ACTIVITY: ('-Q A 4 p DA tJ X S' A 0 0 vY /r�� 00 C L 0,,V G xr TraG PHerze re H. SETBACKS (ACTUAL) FRONT: e� BACK: RIGHT: SIDE. 12. CONSTRUCTION EXPPANSION/ADDITION [ ]/NEW [I 13. TYPE OF STRUCTURE (Check all appropriate boxes) 1-11, SCREENROOMS CARPORT/PATIO ROOF [ ] GLASS ROOM [ ] SHED [ ] POOL ENCLOSURE [ ] MOBILE HOME ROOF OVER [ ] HANDRAILS/GUARDRAILS FOUNDATION [LK KArB9 ON�GF ADE [ ] RAISED SLAB W/FOOTER [/] RAISED WOOD DECK ON FOOTING 14. DESCRIPTION OF PROPOSED USE: r�l 7-- % G / -, L A D4219 __ tic 6 `CAR 15. Sq. FUCONSTRUCTION: ` 9t !C/ 16. VALUE OF CONSTRUCTION: $ 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 most be submitted with this application. r: IMPORTANT NOTICE: When a permit is ready to be issued and it is not picked up within 30 days after notification it will be voided and returned to you by mail. An additional fee will be charged if resubmitted. SLCCDV Form No.: 001-02 Rev. 8/77r05 dmg OWNER INFORMATION NAME:' ADDRESS: y PlAD� I CITY: i ?e r-CI I- STATE: r-(_ ZIP �yG� PHONE (DAYTIME): (77A N �� -K-,aJ email: IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FEE SIMPLE TITLEHOLDER: ADDRESS: J Z �;> 'W /a2.2 t` CITY: ( /4 /-// PHONE (DAYTIME): (� CONTRACTOR' INFORMATION ST. of FL REG./CERT #: BUSINESS " QUALIFIEI ADDRESS: [3Itr� PHONE (DAYTIME): ARCHIT/ENGINEER STATE: I-- L, ZIP �3 3 f X6 ST. LUCIE COUNTY CERT it: Oc2l`13O STATE: I ` ZIP imeli] email: ADDRESS: (-) , 2c)7C oZ f ti3c�� CITY: 3- �Ct\I-I" Cc STATE: �I ZIP �'e2 / � PHONE (DAYTIME): (Ro j — �-11 q DESIGN INFORMATION (Contractor has the option to provide site specificengineeringfor Structure&Cladding Components) Product 15' maximum height Minimum Design Pressure MPH Design Pressures Manufacture Model Number Method of Attachment As per 1707.4.4.1 FBC 120 130 140 140C Component Table 1606.2B 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 1 54•2 63.6 73.8 89.3 all Table 1606.2A 22.8 26.8 31.1 37.6 ❑' Impact glazing will be provided Type of Surface attachment: Wood Frame _ Aluminum or enclosed structures only Shutters Type Minimum Design Pressure MPH Product Compliance Report # Method of Attachment 120 130 140 140 C SBCCI Dade Other Anchor Type Spacing Removable Panels Other _ 'orida Building Code DESIGN PROCEDURE Exposure Wind Zone mph Attach all appropriate Engineering Designs and Specifications In Lawrence Bennett, KODert lvlonsour, ijo Y . ium, or I approved engineering manual to the top of this sheet. CHECKLIST Items needed: ❑ 2 copies of site plans to scale, with all dimensions of Existing and New structures, and showing front, sides, and rear set backs. ❑ 2 copies of clean, precise, and scaled plans, on a minimum of 8.5 x 11 and maximum of 11 x 17 sheets. O Top View, showing beam sizes and span lengths, column locations,"line indicating overhang, host attachment, and all dimensions. ❑ Front View, column location and distance between, beam sizes & length, girt locations, and all dimensions. ❑ Side View, column location and distance between, beam sizes & length, girt locations, and all dimensions. ❑ 2 sets of highlighted engineer's sheets from appropriate manual for all attachments. ❑ 2 copies of the Design Procedure Checklist from the Manual to be used. ❑ All window and door pressures and attachments noted on plans & checklist. ❑ 2 copies of Dealer signed attachment letter with lot and block number, and street address of installation. Or 4th wall design details. NOTE. If application, plans, or checklist are incomplete they will not be accepted at the counter or if received by mail they will be returned to the applicant. I, the Contractor, take full res6onsibility for complying with the submitted calculations of the design pressures for the openings of the structure being permitted. I certify that the components being used, fastener type, and fastening pattern meets the proper design pressures for the structure located in the designated wind zones set by the county, along with applicable tables 1606.2A, 1606.2B,1606.2C, and 1606.2D or chapter 20 of the Florida Building Code. t��fj�j1�NN.p�. 3 23 0� Contractor ahre -V-Signature ate ¢ ST. ]LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 VIRGINIA AVENUE, FT. PIERCE, FL 34982 SCANNED BY AFFIDAVIT St. Luce County Aluminum Structures Being Placed on Existing Concrete Slab Permit 4t 1 bo— V Site Address: Contractor:�� .� Imo.! i !! • t A2 All footings and slabs being used for the re -construction 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 / Owner builder have verified that the existing concrete slab is a minimum 4" thick and is in fair condition to withstand the weight and up lift of the aluminum structure. By signing this affidavit, the contractor or owner builder release St Lucie County of any liability or responsibility related to this project 1 the applicant am aware of this and have full knowledge and understanding of the above information. CONTRACTOR'S NAME VV V_ i K lote `CONTk C O 'S SIGIA'I UREA DATE .a•"'lloo Melissa P. Quinones "Z?I PG Q Commission # DD102M 1 Eapus.March 21, 2006 ':�bFIal i hM 11mgAtlantic BoaiL7% CInt NOTARY PUBLIC, STATE OF FL AS TO CONTRACTOR PERSONALLY KNOWN_/ PRODUCEDID TYPE' OWNER BUILDER'S i 7-VIF-0 _N2� cis N/ 3151? /775g OWNER BUILDER'S &JGX*TbTX DATE • /vH�F AS TO OWNER PERSONALLY KNOWN ✓ PRODUCED ID TYPE R�. &MMS Replaceme A ►structure Location Affidavit St Lucie County, Public Works Department Colde Compliance Division Name of Park or Community Propertylt7= //�—ODDl — DOD---! BuildinePermit#bUO-3' 631� Owner's Nzme 1�VQ� �fiS2&&�H_ �<Idress Moa C�c� 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 viQlataon Fny cause me to remove or relocate any structure that is in VIQlatipn Cfthe sEihach requirements. Pri i Via,_ e: �PA/J�/S PRS i }u.Brre, ,�,�CT STATE OF FLORIDA E07�� T t>. OE -- A a r p _The fore�o:n� inst umert was acknc v d befort nie?has faro` e�seraily kno,x � c -� , 2C� h} Fi/�/✓G/5�FQ5t TT ,who is F �+ .o me or who lies produced as identifica!Icn. srgr, „�Jrrbary---------- - Commission No. -�L�1ijndiE' S— f A t Jf F[aP: -'ILRM_ �•'rP Melissa P. Quinones yro� oa IJDi02370 'yCommisaoa � y o;FXpira Slatch.21.2006 Bonded ��"MAW Atlantic B ndmm Co.. Inc. ST. LUCIE COUNTY PUBLIC WORKS DEPARTMENT CODE COMPLIANCE DIVISION 2300 VIRGINIA AVENUE, Fr- PIERCE, FL 34982 Aluminum Structures Being Placed on Existing Concrete Slab Permit ItJIS a 09 I � Site Address: Pr/F /f? To �� J Contractor: i f �Q I �C a P� i t Ilomeowner:V1�,i S ��3 Ynls{ p� All footings and slabs being used for the re -construction 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 / Owner builder have verified that the existing concrete slab is a minimum 4" thick and is in fair condition to withstand the weight and up lift of the aluminum structure. By signing this affidavit, the contractor or owner builder release St Lucie County of any liability or responsibility related to this project I the applicant am aware of this and have full knowledge and understanding of the above information. mg l nq' 1 E Lr Ar l tq CONTRACTOR'S NAME v CONTR C OR'S SIGNATURE DATE H�up : Melissa P. punones"-'SO=n. o=�P Mmh 21 2006 ��uein 'I-. Bonded rLL NOTARY PUBLIC, STATE OF FL AS TO CONTRACTOR PERSONALLY KNOWN PRODUCED ID TYPE' OWNER BUILDER'S SgjL1 9Tv/2X OWNER BUILDER'S °Sig?":rrivim' DATE /MMr aLlIbAr,A., NO Y PLBLIC, ST AS TO OWNER PERSONALLY KNOWN PRODUCED ID R,.;.m erz s Repiacemeitt°"tructure Location Affidavit St Lucie County, Public Works Department j Code Compliance Division Name of Park or Corrmuriry Property ID # __/,3!7/ — z 3 ODD! — DD D —/ Building Permit # DU03' 09 1 Owner's Name �f n Address ►�l�coa{n t�� j I attest to the fact that a structure was located in the exact location where I plan to reconstruct clue 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 o the sethack requirements. Prinf.Name: (fl?tilClS P/ls i .— Signature Homeowner STATE OF FLORIDA COUNT? Ot= � L�r[` + � _The foreooin� r:, ackn . d before me?his �bzv ;� r inst_ men, alas e_`` '�� l o , �p t� , 2t�a byELtHlr c a/ r f SETT ,who is persen^tiv k-Iau: to me or who his produced as iden!ifica!t.on. Commisslor. No. (Se31) melissa R Quinones ao�gl:mmmicei0it # E010237C o`e Eapites Match 21.2006 .,�. Bonded Ilua '�„Of�P, Atlantic Bon,Lv_ Co., Inc. 5r- Building Code Compliance Division Receipt 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 Date: 27 March 2006 Job Address: 4 PUERTO SOL Received By: counselb Paid With: CK , Paid By: NEW DIMENSIONS CONST. INC Sign: Receipt 9: 0000035866 'ennitNumber. SLC- 0603-0915 Amount: 550.00 �redit Card Number: Check Number. 11522 SCANNED BY St. Lucie County EDWIN M. FRY, Jr., CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY FILE H 2757391 OR 1: " 25,' - PAGE 213, Recorded 12/07/2005� 10 AM Permit# 000J—ll9 NOTICE OF COMMENCEMENT STATE OF FLO t COUNTY OF Leg 1:e_ THE UNDERSIGNED hereby gives notion that improvement will be mode r certain real property, and in aemrdaoon with Chapter 783, Florida Statues, the flowing information is provided in this Notion ofCommenoement 1. Description of property: Lot Wit: Srap/Pareel if:13a—) I &CCUI -EOO— I r 4 ' Uon,-c 3. Owner Information: Name: IVI.(;K_ Y'PiC? Address: Papr- I)=5g I Intend in Propany: Name of fee simple titleholder (other then owner) Nam`- SCANNED Aldnes=: BY 4. Connaetor'sName New Dimensions Construction St. Lucie County 7003 Brookline Avenue Ft Pierce, FL 34951 Phone:(772)465-5399 Call:(360) 772-1035 5. Surety Information Name: 7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by 713 8 (1)(a) 7 Florida Statutes. S. In addition to himself7hetsel[ the ownadesig eats OR to receive aeopy of the Lenda's Notion as provided in Section 783.13 (I)(a) Florida Starnes. b. Phone number ofpason or entity designated by owner. 9. Btpitation date ofnotion on coamtenmomt (the expiration dean is I year from the data ofoxordiog unless a different date is specified) Owner'dContreclors Name Sigoazure of was Con actor 3 z 7 7 Swom to(oratinmed) and subscribed before me this_ day of m"r eUssa P. Qp1IICIIBi by (name ofperson #➢)MTA Man&g > Plbrd Atlantic mnmagm.mr Signs= ofNumry Public -Stan of Florida Print or State Commission Name Notary Personally Known or Produeed Identification Type of identification. Driver License Number: STATE Of FLORIDA ST. LUCIE COUNTY THISTO CERTIFY THAT THIS IS TRUE AND CORRECT COPY OFTHE' ORIGINAL. ST. LUCIE COUNTY CLERK Of CIRCIUIIT COURT ey.y /�'' etlii6fn Data, �� Property Appraiser - St.Lucie Coun>v: FL Page 1 of 1 PROPERTY RECORD CARD Wynne Building Corp Record: 1 of 4 «Prev Next» Spec.Assm nt Taxes Exemptions Permits Home Print Property Identification Site Address: 14 LA VILLA WAY `pCIE ParcellD: 1301-113-0001-000-1 B s �. dGyA Sec/Town/Range: 01 :34S :39E r'x Account M 317 Map ID: 13101N y , Land Use: PRKG/MOBILE Zoning: City/Cnty: ST. LUCIE COUNTY „•,,.i Ownership and Mailing Legal Description Owner: Wynne Building Corp 1 34 39 E 112-LESS N 1069.54 FT-(258.99 AC) (OR 324-2491) Address: 12804 SW 122nd Ave Miami FL 33186-6203 Sales Information Assessment FV Total Land and Building Date Price 1/1/1980 950000 Code Deed 00 Book/Page 2005 Val: 20679900 Land Value: 20752800 Acres: 260.01 CV 11/111978 390000 00 CV 0324/2491 Assessed: 20B79900 Building Value: 127100 0307/1544 Ag.Credit: 0 Finished Area: 21782 SgFt Exempt: 0 SCANNED Taxable: 20879900 — BY 442472.24 St. Lucie Courtly BUILDING INFORMATION Exterior Features View: - RODtCDveC TG - Tar & Gravel RoofStruct: ExtType: CLHS - Clubhouse YearBlt: 1982 Frame: Grade: C+ -C+ EffYrBlt: 1982 PrimeWall: StoryHght: 0010 - 1 Story ND.UMIS: 1 SecWall: Interior Features BedRooms: Electric: - MX- MAXIMUM PrmintWall: FullBalh: HeatType: FHA - FrcdHotAir AvgHVFI: 1/2Bath: HeatFueL ELEC- Electric Prm.Flors: %A/C: 100 %Heated: 100 %Sprinkled: Special Features and Yard Items Land Information Type Y/S Oty. Units Oual. Cone. YrBlt. No, Land Use CNC2 - CONCRETE LOW Y 1 7200 AV AV 1982 1 2800-PRKG/MOBILE CNC2 - CONCRETE LOW Y 1 5952 AV AV 1982 FEN1 - CHAINLINK 10 Y 1 200 AV AV 1982 FEN4 - CHAINLINK 4' Y 1 160 AV AV 1982 FEN6 - CHAINLINK 6' Y 1 " 665 AV AV 1982 ASP7 - ASP7 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 ASPt - ASP7 HIGH Y 1 360000 AV AV 1982 FS - Flat/Shed BS - CB Stucco DW - Drywall CU - Carpet Measure Depth MIN, SETBACK r-goNro�j r [SINES CNr^. SIDES `0�5 zN�R�D�- -_ `-- TECH. N THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED. � C Ne�1 con5lruc� i , Lu1�o, 1 rtn l r lug i3ol 1 l3 or C- Gppro�u.l' �Com http://www.paslc.org/prc.asp?prclid=130111300010001 1 /12/2006 W ooiJs 0 z'x,26' a/p I I XJ8 [;-SA, Clr4 1.3 a* 19 LAYOUT APPRO EL? y _-__ ---- ---- C AIG 1A(A ADELL Om Lmrwjq�� ----... -.-- --------. �.-- Gvoi TO e" (fie Qero10(4 C/P a S/(- K y !- N. SETBACK REQ �5 f' NT--CNR_` [REAR SIDES C H. C Qs SCANNED St. Luce County NewDimensions Constracdon 7003 Brooldine Ave. Fort Pierce, FL 34951 772-465-5441 465-5442 Fax r ry q \ Code Compliance Division 2300 Virginia Avenue Ft Plerce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 http://stlucieco.gov/oe THIS IS NOT A RECEIPT Permit Number: SLC- 0603-0915 Contacts:_ _ __Tenant Tenant Contractor Property Owner Job Address: 4 PUERTO SOL j Payment Slip Permit Date: 29 June 2006 MA/RV Addition Existing Concrete FRANCIS PERSETT (772) 460.6827 Fax ( ) - HAROLD PERSETT Fax ( ) - MICHAEL EDGERLY (772) 466-6441 Fax (772)465-5442 WYNNE BLDG CORP (772) 878.5613 Fax Fee Description: Amount Due: BIMS163 BIMS $2.00 Perni16 Permit Fee - Scm mdCarportfSheds/MH Addit under same roof $75.00 PIanR629 Plan Review.2 $25.00 PIanR630 Plan Review 3 $25.00 Unpaid SCANNED By St. Lucie County �'�,� ilia, 10/a GIsdhff ,&/ i L l TRANSMISSION VERIFICATION REPORT TIME : 06/30/2006 11:25 NAME : ST LUCIE CO FAX : 7724621735 TEL : 7724621735 SER.0 : BROL4J150022 DATE,TIME 06/30 11:25 FAX NO./NAME 94655442 DURATION 00:00:18 - PAGE(S) 01 RESULT OK MODE STANDARD ECM 00 1 COUNTY I'F,IgL,k.0)` RItl1 A !_� ST. LUCIE COUNTY Code Compliance Dil.- —_3n 2300 Virginia Ave Fort Pierce, -FL 34982 772-462-2822 Application for a Administrative Variance from the Provisions of the St. Lucie County Land Development Code v7 [-i Please complete the requested information below and submit all items to the St. Lucie County Code Compliance Division at the address listed above. The proper non-refundable application fee must accompany all applications or they will not be accepted for processing. For assistance in submitting the -- petition, please contact Zoning at 772-462-5296. SCANNED BY Applicant's Information St. Luce County 1. Name: 2. Address: Phone Number: W/GU-- 93 0 4. Property Tax Identification a Variance: Fax Number: /`nZA /? TF j�OL 5 4, (s): (attach extra sheets if necessary) 5. I (we) do hereby petition the St. Lucie County Board Building Code Administrator for the following variance from the St. Lucie. County Land Development Code. (State the variance of # of feet ) C3 FFG % /,,Y OG ND13/G &&a 6. What is the purpose of the proposed variance _ /�/F 92/// /?E Nf E/V 7 S /TU Wa5 AArn/'t1 i J r'i f/rh-. ew /it/iI— IZ_2 fL+ti� 'bah 'A* 45 /�'/Gdc�/sLy lc�rh% ,9'rrc,✓"�d �L. �iin �t 7. State reasons why this variance will not be injurious to other property and/or improvements in the neighborhood in which the subject property is located. 8.-Please attach a diagram of the property showing the dimensions of the lot and all other dimensions necessary to understand this application. For Office UseI� ly: Zoning -Y&L Future Land Use rQ�{aj Special Notice r St. u Co. FLU (Please read before signing acknowledgments below) Da t P roved I Submission of this apphcation does n6t-constitute the granting of a -Variance.- All appropriate- - - =_ requirements must be met prior to this project being presented for approval to the appropriate authority. St. Lucie County reserves the right to request additional information when necessary for a co ete3. review of this Variance application. SPANISFI LAVOU APPROVE® Acknowledgments 6 ; 19 �y IG 1f�ARDELL Applicant Information (Property Developer): AgentInformCati IJNIN RDELGER Name: F 4_ H /- E R i F_ T Address: Lf PV F2T,#' 50L F 7- Phone: Property Owner Information: Name: '` l e- //� �� F44DG/Za I-Y Address: 30461ndustrial33rd St. ForimarLA5,71,PTS5 772-465-5441 4655442 Fax, Phone: W� I poiLzAaA This application will not be considered complete without the notarized signature(s) of all property owner(s) of record which shall serve as an acknowledgment of the submission of,this rapplication for a Variance The property owner(s) signature(s) below shall also serve as authorization for the abov pl' a agent to act on behalf of said property owner. S'��•-e�fjo�J�c.G�,C� 'Sow 1.+��e.,��. lA/'V/V Ate' G n")/f (2 ProperiFOwner Signature Print Property Owner's Name & Addres Mailing address: �no 6 _� / �7 pG C3 Phone: O 7/� �` / �3 State of Florida County. of 1 7- The foregoing instrument was acknowledgged beforr•e me this day of S�¢.v¢-ram 2p ��.qk¢x.. COY Hq¢t.} 2006 , by �,r x�t w�-��.� ,who is personally known to me or who has produced as identification. Si nature of Notary Type or Print Name of Notary Title: Notary Public Commission Number (Seal) ••,, 4S SUSAN MAGEE - r !ja i _ MYCOMMISSIDNRDD188547 EThEuN February W 1 eliu4 BEad e2rOA�is Building Code Compliance Division Receipt 2300 Virginia Avenue Ft Pierce, Fl- 34982 Phone: (772) 462-1553 Fax: (772) 462-1148 http://stiucloco.gov/ce Date: 30 June 2006 Job Address: 4 PDERTO SOL Received By: counselb Paid With: CK Paid By: NEW DIMENSIONS CONST INC Sign: Receipt#: 0000041232 'ermit Number. SLC- 0603-0915 Amount: $127.00 :�redit Card Number: Check Number: 12313 SCANNED BY St. Lucie County Q- -iuq�;�idunrr Code Compliance Division Review Comments 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462.2522 Page 1 Address: 4 PUERTO SOL Unit # : City I State I Zip: FPR Parcel # : 1301-113-0001-000/1 Zoning: PUD FL 34951 Jurisdiction: St. Lucie County — Lot#: Block: Permit Number: 0603-0915 Activity Type: Other Permit Type: MA/RV Addition Existing Concrete CONTRACTOR INFORMATION Contractor Name: MICHAEL EDGERLY Business Name: NEW DIMENSIONS CONSTRUCTION, INC Business Addr: 7003 BROOKLINE AVE City/State/Zip: FT PIERCE, FL 34951 Owner(s): WYNNE BLDG CORP Application Type: Building Permit w/o subs Other Activity: CARPORT&SCREENROOM Stories: 1 Automatic Sprinkler System? ❑ SCANNED BY St. Lucie County Fax Number 772-465-5442 116 s- sLy l REVIEWS AND COMMENTS Review Tyne Status Reviewed By Date Started Date Complete Date Released Front Counter Review Complete Barbara Counsellor 03/2712006 03127/2006 Fast Track Zoning Review Complete 05/1912006 0611312006 Plans Examiner Review Complete Ed DeGennaro 0510412006 05/1812006 Variance Required Pending 06/1212006 1 Comment ADMINSTRATIVE VARIANCEINEEDED. OT MEETING THE FRONT SETBACK- FRWD TO ZONING DEPT TO PAULA- FEE WAIVED FOR V RIANCE UNTIL 1/7/07" bac men5;ons Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772)462.2522 Address: 4 PUERTO SOL Unit # : City / State / Zip: FPR Parcel #: 1301-113-0001-000/1 Zoning: PUD Review Comments FL 34951 Jurisdiction: St. Lucie County Lot#: Block: APPLICATION INFORMATION Permit Number: 0603-0915 Activity Type: Other Permit Type: MA/RV Addition Existing Concrete Page 1 Owner(s): WYNNE BLDG CORP Application Type: Building Permit w/o subs Other Activity: CARPORT & SCREENROOM Stories: 1 Automatic Sprinkler System? CONTRACTOR INFORMATION Contractor Name: yf 11 A7EDGERLYBusiness Name: NEW DNS CONSTRUCTIO , INC Business Addr: 03 BE AVE City I State I Zip: FT PIERCE, FL 34951 REVIEWS AND COMMENTS Review Type Status Front Counter Review Complete Fax Number 772465-5442 SCANNED BY St. Lucie County Reviewed ev Date Started Date Complete Date Released Barbara Counsellor 03127/2006 03/2712006 Fast Track Zoning Review Incomplete Lorle Gerstemeir 05/19/2006 05/19/2006 1 Comment THE PLOT PLANS AND PLANS DO NOT MATCH -PLEASE RE -SUBMIT TWO NEW PLOT PLAN/ (IN LORIE'S HOLD BIN) �05122/2006' 2. Comment 2ND'PCOTPL71NTflATVVEIZECEIVED MATCHSTHE pCANS'BL1rSTILTHAVE THEPROBLEMOF� NOT MEETING THE FL20NLSETBACfC..(-IN LORIE-SHOLD.BIN)J Plans Examiner Review Complete Ed OeGennaro 05104/2006 05/1812006 Code Compliance Division 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462.1553 Fax: (772) 462-1148 THIS IS NOT A RECEIPT Permit Number: SLC- 0603-0915 Contacts: Tenant Tenant Contractor Property Owner Job Address: 4 PUERTO SOL Payment Slip SCANNED Permit Date: 18May 2006 BY St. Lucie County MA/RV Addition Existing Concrete FRANCIS PERSETT (772) 460-6827 HAROLD PERSETT ( ) - MICHAEL EDGERLY (772) 465-5441 WYNNE BLDG CORP (772) 878-5513 Fee Description: Amount Due: BIMS163 BIMS $2.00 Permil6 Permit Fee - Scrn rm/Carport/Sheds/MH Addit under same roof $75.00 PlanR629 Plan Review 2 $25.00 PlanR630 Plan Review 3 $25.00 Total Unpaid Fees:1 $ 127.00 Rx Date/Time MR9-19-2006(FI; 07:17 7724625267 05/19/2006 08:15 7724625267 ST LUCIE CO �L Coda Compliance Division Review Comments 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 452-1553 Fax: (772) 462-2522 PROPERTY INFORMATIO Address: 4 PUERTO SOL Unit 0 : City I State 121p: FPR FL 34951 Parcel S: 1301-113-0001-00011 Jurisdiction: SI.Lucie County Zoning: PUD Lot*: Block: APPUCA77OLVINFORM M Permit Number. 0603.0915 Activity Typo: Other Permit Type: MAIRV Addition Existing Concrete Page 1 owner(s): WYNNE BLDG CORP Applicatlon Typo: Building Permit W/o subs Other Aethi ty: CARPORT 6 SCREENROOM Stories: 1 Automatic 8pdnklor Systam7 CONTRACTOR INFORMATION Contractor Name: MICHAEL EDGERLY Sualnoss Noma: NEW DIMENSIONS CONSTRUCTION, INC Business Addr. 7003 BROOKLINE AVE City 1 State! 7Jp: FT PIERCE, FL 34951 REWSWS AND COMMENTS Rwrlew Type Stott*. Front Counter Review Complete Fast Track 2oning IL 05/192006 1 Plans Examiner Rev Fax Number 772-465.5442 P.001 PAGE 01 SCANNED BY ' St. Lucie County Reviewed By Data Started Date Complete Data_Reloased Barbara Counsellor 0312712008 0=712006 3MIT TWO NEW PLOT PLAN/ (IN )SI1812006 ,a 91 1 ��irot�� ouer Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Review Comments Address: 4 PUERTO SOL Unit # City I State I Zip: FPR FL 34951 Parcel #: 1301-113-0001-000/1 Jurisdiction: St. Lucie County Zoning: PUD Lot#: Block: APPLICATION INFORMATION Permit Number: 0603-0915 Activity Type: Other Permit Type: MA/RV Addition Existing Concrete Page 1 Owner(s): WYNNE BLDG CORP Application Type: Building Permit w/o subs Other Activity: CARPORT & SCREENROOM Stories: 1 Automatic Sprinkler System? ❑ CONTRACTOR INFORMATION Contractor Name: MICHAEL EDGERLY Business Name: NEW DIMENSIONS CONSTRUCTION, INC Business Addr. 7003 BROOKLINE AVE City / State / Zip: FT PIERCE, FL 34951 REVIEWS AND COMMENTS Review Tyne Status Front Counter Review Complete Fax Number 772-465-5442 SCANNED BY St, Lucie County Reviewed By Date Started Date Complete Date Released Barbara Counsellor 03127/2006 03/27/2006 Fast Track Zoning Review Incomplete Lorie Gerstemeir 05/1912006 05/19/2006 1 fC9mnrent�TH_EP..COT-PLANSMNDPEANS_O.0_TIOTMATCH.--P-LEASE.RE-SUBMIT-TWQ CORIE'S-HOL�� Plans Examiner Review Complete Ed DeGennaro 05104/2006 05/1812006 4 TRANSMISSION VERIFICATION REPORT TIME : 05/19/2006 08:15 NAME : ST LUCIE CO FAX : 7724625267 TEL : 7724621735 SER.# : BROL4J160710 DATE,TIME 05/19 08:15 FAX NO./NAME 94655442 DURATION 00:00:19 PAGE(S) 01 RESULT OK MODE STANDARD ECM �E3 P# D6o3 �O��S W pplJS i U) 3` z 0 2* ?izrSP-77 At Pue r- v Z>c,i C-0p) 1 MIN. SETBACK REa FRO SIDES CNR IDES ' iTEC/. '(VIP Aram �9 s-pcjN�CSh- LP-vl!b , LAYOUT APPRO � TCAIDELL "r4 7D�e6QM C/P aS c Qs H0n-) &_ SCANNED BY St. Lucie County New Dimensions Canstracdon 7003 Brooldine Ave. Fort Pierce, FL 34951 772-465-5441 4655442 Fax Y r' i �4 1 I _ _1 � � 1 • II tj1f 11 I � 4 Mol ^ � 0 •d. To Whom it may concern: Ett has been given per R951 oron which is located in Sincerely, Cr Wardell Spanish Lakes CCV Park Manager �A°r'DD' A .. 'c}y _Ar_Acc�� CCMM,Uit1iY x February 22, 2006 OpV missioFl to"build a she arrport, orch, the premises at 4 P erto o , Ft. Spanish Lakes Country C140 Vifiage. SCANNED St. 1-U�eY DoUnW Design Check List for Carports & Patio Covers (page 1 of 2) 1. Design Statement SCANNED These plans have been designed in accordance with the Aluminum Structures Design Manual by BY Lawrence E. Bennett and comply with the Florida Building Code, 2004 Edition, Chapter 16 & 20; St. Lucie County Exposure'B'm or'C'O; Open Building; Importance Factor 0.77; Negative I.P.C. 0.00; Roof live load 20 PSF or 130 MPH for 3 second wind gust velocity load; Base design pressures are 16PSF for Roofs and n/a PSF for walls. Notes: Wind velocity zone and exposure category are determined by local code. "Partially enclosed" refers to attached covers & "open" refers to free standing mono -sloped covers. Pressures & Conversions multipliers are on page 2-ii. 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. Phone: Con to / Authorized Rep` Name ( lease print) Date: ct r Aut Contrahorized Rep*" Signature Note: Projection from host structure shall not exceed 20'. 3. Building Permit Application Package contains the following ILE es No A. Project name & address on plans .............................................. ©✓ 0 B. Site plan or survey with enclosure location ........................ ... ........ 0 0 C. Contractor's / Designer's name, address, phone number, & signature on plans . .. 0✓ 0 D. Notice of consumer rights attached and initialed by consumer ..... ......... .. 0 0 E. Proposed project layout drawing @ 1/4" scale with the following: ........... _. .. Q✓ 0 1. Plan view with host structure, enclosure length, projection from host structure, dimensions✓0 and all ......................................................... 2. Front and side elevation views with all dimensions & heights ............... .. 0✓ 3. Beam location (show in plan & elevation view) & size 0✓ 0 (i.e. 2" x 8" x 0.072" x 0.224")............................................... 4. upright location (show in plan & elevation view) & size 0✓ (i.e. 2" x 8" x 0.072" x 0.224")............................................... 5. Knee braces length, location, & size (i.e. 2" x 3" x 0.045" for 0✓ 0 2" x 8" x 0.072" x 0.224" SMB)............................................. 3. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths (Tables 2.1.1.2.1.2 © 0 and/or2.1.3)....\..... ................................... Beam allowable span conversions from 120 MPH wind zone,'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 Required Span @ @ 120 MPH 130 MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _ Wind Zone _� 9 Exposure Multiplier" Multiplier Appropriate multiplier from Table 2A of 2B, page 2-ii. •• Minimum design pressure for open structure is 20 PSF for 100 -130 MPH wind zones & 30 PSF for 140 & 150 MPH zones. Conversions can not be taken when the wind design pressure is less than these pressures. ••" Must have attended Engineer's Continuing Edjucation Class with in past two years. b-4 .f Design Check List for Carports & Patio Covers (page 2 of 2) Yes No B. Upright sizes, thickness, spacing, & heights / lengths (Tables 2.2.1 & 2.2.2) ....... 0✓ 0 Allowable upright height conversion from Exposure "B" for any wind zone to a "C" category exposure. Multiply height from table by 0.71. ' Also, check Table 2.3 for minimum post size To convert roof area for any wind zone from 'B' to 'C' exposure catagory, multiply by 0.71. Area from Table 2.2.1 or 2.2.2 _ft? x 0.71 = o.00 C. Table 2.3 w/ beam, upright, & knee braces combination, type, & size of anchors .... D. Connection details to be used such as: 1. Carport / cover plan view & section (example Page 2-3 & 5) ................... 2. Fourth wall or mobile home connection details ................................ © 0 3. Header to wall / fascia (from Section 7)....................................... 0✓ 0 4. Beam to upright, wall, or another beam (purlins) .............................. 0 5. Knee braces.............................................................. 0✓ 0 E. Connection to slab / footing .................................................... Q✓ 0 F. Foundation detail type & size (Table 2.4)........................................ 0 0 Notes: b-5 t 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, 2004 Edition, Chapter 20 and ASCE 7-98, Table 6-2; Importance Factor 0.77; Exposure'B'1 or'C'Q; 120 MPH or 130 MPH for 3 second wind gust velocity load; Open Design pressures can be found on page 3-ii: SCANI�IED a.'B' exposure = 15 PSF for Roofs & 15 PSF for Walls b. 'C' exposure = _PSF for Roofs & _PSF for Walls BY Negative I.P.C. 0.00 St. Lucie Countv 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. /� p J !• 1 (° HAF_ L C A CrF R.L Y Phone:_ GIV Contractor /A�,u1t/horized Rep`• Name (please print) 'llA y Date: ��23 b� Contractot Cohtractor / Authorized Rep'* Signature Note: Projection of room from host structure shall not exce 3. Building Permit Application Package contains the following Yes No A. Project name & address on plans .............................................. ©✓ B. Site plan or survey with enclosure location ..................................... ©✓ C. Contractors / Designer's name, address, phone number, & signature on plans .... �✓ D. Notice of consumer rights attached and initialed by consumer ......... .......... E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following:.......... 0✓ 1. Plan view with host structure area of attachment, enclosure length, and from host 0✓ 0 projection structure ............................................... 2. Front and side elevation views with all dimensions & heights .................. 0✓ 3. Beam span, spacing, & size (i.e. 2" x 8" x 0.072" x 0.224") ......:.............. ®✓ 4. Upright height, spacing, & size (i.e. 2" x 8" x 0.072" x 0.224") ......... ........ ©✓ 5. Chair rail or girls size, length, & spacing (i.e. 2" x 2" x 0.044" x 5'-0" @ 6-0" O.C.) 0✓ 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.)............................................................. 0✓ 0 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: 3a.1.1-130a............... ...........:.......... ✓0 Q Beam allowable span conversions from 120 MPH wind zone, '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 —I r Required Span @ _MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = i Wind Zone Multiplier* I aE Exposure Multiplier B. Upright tables w/ sizes, thickness, spacing, & heights (Tables 3A.2.1, 3A.2.2, or3A.2.3).................................................................... 0✓ 0 Upright or wall member allowable height / span conversions from 120 MPH wind zone, '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 —d F Required Span @ _MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier* ____J G Exposure Multiplier' * Appropriate multiplier from page 3-ii. '* Must have attended Engineer's Continuing Edjucation Class with in past two years. b-6 Oct 12 05 10:01a Lawrence Bennett 3867676556 p.2 Desion Check List for Screen I Vinvi Room (Daae 2 of 2 Y, No 0 C. Table 3A3vvith beam& upright combination if applicable ......................... LEI D. Connection details to be used such as: 1. Beam to upright ........................................................... 2. Beam to wall .................... ---------- ........... E3 3. Beam to beam............................................................. [Er ED 4. Chair rail, pudirm & knee braces to beams & updghts ........................ & E)druded gutter connection ................................................. 0�M 6. U-clip, angles andforsole plate to deck ............................. ........ ff M E. Foundation detail type &size .................... ............. ........... Ltd 0 Notes: b-7 SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SCANNED St. Loci County ------------------------------- PAN OR COMPOSITE PANEL ROOF BEAM CONNECTION = START OR END KNEE BRACE NGTH OF BEAM SPAN CENTER OF BRACE 2" x 3" x 0.050" MINIMUM KNEE BRACE (SEE TABLE 2.3) CID CONNECT KNEE BRACE TO COLUMN AND BEAM WITH KNEE BRACE REQUIRED IF ® 0.050"'U' CHANNEL,'H' POST NOT SET IN CONCRETE ® CHANNEL, OR GUSSET PLATE, FOOTING FASTEN WITH S.M.S. AT EACH CONNECTION POINT KNEE BRACE NOT REQUIRED PER TABLE 2.3 FOR ATTACHED STRUCTURES COLUMN KNEE BRACE TO POST DETAIL - BEAM PARALLEL TO ROOF SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386)7674774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2DW 2.16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 FASTENERS (PER TABLE 2.3) PAN ROOF PANEL ® SEE T413LES R+ S E ® FIL ®®® INTERNAL ANGLE OR U-CLIP CONNECTION START OR END COLUMN OF BEAM SPAN KNEE BRACE GTH CENTER OF BRACE 2" x W x 0.050" MINIMUM KNEE BRACE (SEE TABLE 2.3) ® I KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE ® CONNECT KNEE BRACE TO FOOTING 1 COLUMN AND BEAM WITH KNEE BRACE NOT REQUIRED ® 0.050"'U' CHANNEL,'H' CHANNEL, OR GUSSET PLATE, FOR ATTACHED STRUCTURES FASTEN WITH S.M.S. AT EACH AND ROOF PROJECTION FROM CONNECTION POINT HOST LESS THAN 20' (PER TABLE 2.3) KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4774 FAX: (386) 767-W56 © COPYRIGHTZC04 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS U) LU ROOF PANEL (SEE SECTION 7) BEAMS MAY BE ANGLED FOR GABLED FRAME COLUMN NOTCHED TO SUIT SIDE NOTCH BEAMS MAY BE ANGLED FOR GABLED FRAME ON SCALE: 3" = T-0" SECTION 2 ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2' ��y r •'>�xx...bi a� — r---------- In LU ROOF PANEL (SEE SECTION 7) 1-3/4" x 1-3/4" x 0.063" — — - RECEIVING CHANNEL THRU BOLTED TO POST W/ THRU Q BOLTS FOR SIDE BEAM O (SEE TABLE 2.3 FOR NUMBER OF BOLTS) I 0 M ANCHOR PER DETAIL FOR PANT OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES ( COLUMN NOTCHED TO SUIT SEE TABLES SECTION 2) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER- DEVELOPMENTCONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4774 FAX: (386)767-6666 LOCOPYRIGHT 2004 NOT TO BE E PRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE I- BENNETT, P.E. 1 PAGE 2-17 SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS CONNECTOR MAY BE (2) ANGLES, INTERNAL'U' CHANNEL OR EXTERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM W/ SCREWS (PER SECTION 9) PRIMARY / FRAMING BEAM (SEE SPAN TABLES SECTION 2) MINIMUM NUMBER S.M.S. 3/4" LONG REQUIRED EQUAL TO BEAM DEPTH (SEE SECTION 9) EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE /2,r BEAM TO BEAM COIENIO DETAIL SCALE: 3" = 1'-0" HOST STRUCTURE MASONRY OR FRAMED Lu WALL (SELECT FASTENERS FROM w SECTION 9 TABLES) 0 w PRIMARY BEAM (SEE SPAN TABLES SECTION 2) ANGLE OR RECEIVING CHANNEL BEAM TO WALL CONNECTION: (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED MES ATTACHED . ( WOOD K AME WALL W/MIN. (2) 3!8" x LAG SCREWS PER SIDE OR CONCRETE W/ (2) 1/4" x /4"ANCHORS OR MASONRY LL ADD (1) ANCHOR PER E FOR EACH INCH OF BEAM PTH LARGER THAN 3" \ ALTERNATE CONNECTION: (D (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" ® I INTERNAL U-CHANNEL ATTACHED TO WOOD FRAME p WALL W! MIN. (3) 3/8" x 2" LAG SCREWS OR TO CONCRETE OR MASONRY WALL W/ (3)1/4" x 2-1/4" ANCHORS OR ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" BEAM TO WALL CONNECTION DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4774 FAX: (386) 767-6666 PAGE © COPYRIGHT2004 2-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SOLID ROOF PANEL PRODUCTS EXISTING TRUSS OR RAFTER (2) #10 x 1-1/2" S.M.S. OR WOOD SCREW PER RAFTER OR TRUSS TAIL ALTERNATE: #10 x 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING FASCIA ao SECTION 7 6" x T x 6" 0.024" MIN. BREAK FORMED FLASHING PAN ROOF PANEL w ol ALTERNATE MOSILEWQIVIE FLASHING FOR FOURTH WALL CONSTRUCTION PAN ROOF PANELS SCALE: 3" = 1'-0" INSTALLATION INSTRUCTIONS: A. PLACE (2) BEADS OF CAULKING ON BACK SIDE OF HEADER BEFORE INSTALLING. B. SLIDE 1" TAB AT TOP OF HEADER UNDER DRIP EDGE. DO NOT PUSH DRIP EDGE UP. DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF. C. FASTEN HEADER TO FASCIA BOARD WITH #10 x 1" SCREWS @ 6" O.C. STAGGERED TOP AND BOTTOM (SEE DETAIL ABOVE) D. PLACE PAN ROOF PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND BEAM SYSTEM ONLY. DO NOT ATTACH TO HEADER. HEADER IS USED AS FLASHING ONLY. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYfONA. FL 32121 TELEPHONE: (386)767-4TI4 FAX: (386) 767-6556 O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE I- BENNETT, P.E. 1 PAGE 7-3 ti J?7-4N p Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 1 Address: 4 PUERTO SOL Unit # : City/State/Zip: FPR Parcel # : 1301-113-0001-000/1 Zoning: 'PUD FL 34951 Jurisdiction: St. Lucie County Lot#: Block: Permit Number: 0603-0915 Activity Type: Other Permit Type: MA/RV Addition Existing Concrete Owner(s): WYNNE BLDG CORP Application Type: Building Permit w/o subs Other Activity: ALUMN STELtCTURE 0 E)V Stone 1 Automatic Sprinkler System CONTRACTOR INFORMATION Contractor Name: MICHAELEDGERLY Business Name: NEW DIMENSIONS CONSTRUCTION, INC Business Addr: 7003 BROOKLINE AVE City/State/Zip: FT PIERCE, FL 34951 REVIEWS AND COMMENTS Fax Number 772-465-5442 SCANNED BY St. Lucie County ReviewType Status Reviewed By Date Started Date Complete Date Released Front Counter Review Complete Barbara Counsellor 03/27/2006 03/27/2006 Fast Track Zoning Review Pending Plans Examiner Review Incomplete Ed DeGennaro 05104/2006 05/04/2006 1 Comment CLARIFY FRAMING DRAWING FOR FRONT OVERHANG 2 Comment PROVIDE ELEVATION VIEWS OF ALL FOURTH WALL AREAS SHOWING LOCATION OF KNEE 05/04/2006 BRACING 05/04/2006 4 Comment PLANS CAN NOT BE REVIEWED AT THIS TIME DUE TO LACK OF INFORMATION 05/04/2006 5 Comment COMMENTS MAILED TO CONTRACTOR AND TENANT 05/10/2006 5 Comment PROVIDE INTERMEDIATE BEAMS IN CARPORT 05/10/2006 7 Comment PROVIDE FOURTH WALL BEAM AND FLASHING ON BOTH WALLS IN SCREEN ROOM 8 Comment PROVIDE BEAMS IN FRONT OF OVERHANG WITH NECESSARY KNEE BRACING AND BEAM WITH 05/10/2006 KNEE BRACING AND FLASHING ON WALL ADJACENT TO MOBILE HOME Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 2 FILED. A NEW APPLICATION WITH NEW DOCUMENTS WILL BE REQUIRED TO BE RE -SUBMITTED 05/10/2006 FOR PERMITING s TRANSMISSION VERIFICATION REPORT TIME : 05/10/2006 15:31 NAME : FAX TEL SER.0 BROH5J320634 DATE,TIME 05/10 15:30 FAX NO./NAME 94655442 DURATION 00:00:27 PAGE(S) 02 RESULT OK _ MODE STANDARD ECM Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34962 Phone: (772) 462.1553 Fax: (772) 462-2522 Address: 4 PUERTO SOL Unit # : CityMWtal0p: FPR Parcel# : 1301-913.0001-00011 Zoning: PUD Review Comments FL 34951 Jurisdiction: St. Lucie County Lot*: Block: APPUCAT70N INFORMATION Permit Number. 06OM915 Activity Type: Other Permit Type: MAlRV Addition Usting Concrete CONTRACTOR INFORMATION Contractor Name: MICHAELEDGERLY Page 1 Owner(s): WYNNE BLDG CORP Applicatlon7ype: Building Permit wlasubs Other Activity: ALUMNSTRUCTURE Stories: 1 Automatic Sprinkler System? Q Business Name: NEW DIMENSIONS CONSTRUCTION, INC Business Addr: 7003 BROOKLINE AVE Clty'State/Z'ip: FTPIERCE,FL 34951 Fax Number 772-465.5442 REVIEWS AND COMMENTS Review Tvoe Status Reviewed t3v Front Counter Review Complete Barbara Counsellor SCANNED BY St. Lucie County Dote Started Data Complete Date Released 032712006 0312712006 Fast Track Zoning Review Pending Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34962 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 1 PROPERTY INFORMATION Address: 4 PUERTO SOL Unit # : City/State/Zip: FPR Parcel # : 1301-113-0001-000/1 Zoning: PUD FL 34951 Jurisdiction: St. Lucie County Lot#: Block: APPLICATION INFORMATION Permit Number: 0603-0915 Activity Type: Other Permit Type: MA/RV Addition Existing Concrete .CONTRACTOR INFORMATION Contractor Name: MICHAEL EDGERLY Owner(s): WYNNE BLDG CORP Application Type: Building Permit w/o subs Other Activity: ALUMNSTRUCTURE Stories: 1 SCANNED Automatic Sprinkler System? ❑ BY St. Lucie County Business Name: NEW DIMENSIONS CONSTRUCTION, INC Business Addr: 7003 BROOKLINE AVE City/State/Zip: FT PIERCE, FL 34951 REVIEWS AND COMMENTS Review Type Status Front Counter Review Complete Fast Track Zoning Review Pending Reviewed By Date Started Date Complete Date Released Barbara Counsellor 03/27/2006 03/27/2006 Plans Examiner Review Incomplete Ed DeGennaro 05/04/2006 05/04/2006 1 Commen CLARIFY FRAMING DRAWING FOR FRONT OVERHANG 2 Commen PROVIDE ELEVATION VIEWS OF ALL FOURTH WALL AREAS SHOWING LOCATION OF KNEE 05/04/2006 BRACING 05/04/2006 3 Commen STATE HEIGHT OF KICK PLATE 05/04/2006 4 Commen PLANS CANNOT BE REVIEWED AT THIS TIME DUE TO LACK OF INFORMATION 05/04/2006 5 Commen COMMENTS MAILED TO CONTRACTOR AND TENANT TRANSMISSION VERIFICATION REPORT TIME : 05/04/2006 07:14 NAME : FAX TEL SER.ti BROH5J320634 DATE,TIME 05/04 07:13 FAX NO./NAME 94655442 DURATION 00:00:19 PAGE(S) 01 RESULT OK MODE STANDARD ECM Cade Compliance Division Review Comments 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (172) 462.25Z2 Page 1 PROPERTYINFORMATION Address: 4 PUERTO SOL Unit # : CitylStatelMix FPR Parcel# : 1301-113.0001.00011 Zoning: PUD FL 34951 Jprlsdiu iow St. Lucle County Lot # : Block: APPI LCA77ON INFORMATION Permit Number. 0603.0915 Activity Type: Other Permit Type: MAlRV Addition Existing Concrete CONTRACTOR INFORMATION Contactor Name: MICHAEL EDGERLY Owner(s): WYNNE BLDG CORP Application Type: Building Permit W/o subs Other Activity: ALUMN STRUCTURE Stories: 1 Automatic Sprinkler System? ❑ SCAyNSD Fax Number 772465.5442 St. t LUBe County Business Namo: NEW DIMENSIONS CONSTRUCTION, INC Business Addr. 7003 BROOKLINE AVE City I State I ZIP: FT PIERCE, FL 34951 REVIEWS ANO COMMENTS Review1M Status Reviewed�v Front Counter Review COmPleta Barbara Counsellor Date Started Date Complete Data Released 0312772006 031277P006 Fast Track Zoning Review Pending 2 X 3 2X3 KB X X � ro R END WALL ELEVATI❑N �0 3X3 CU 2X3 KB 3X3 10.5' 4th WALL ELEVATI❑N 3' PAN ROOF .030 ON PROPOSED CARPORT LEGEND ' 2X3 = MUM 2X6 = 2X6X.050X.120 SMB 3X3 = 3X3X.045 24' KP = 24' KICK PLATE 2X3 KB = MUM KNEE BRACE 12, A 2X3 3X3 m NG 3X3 3X3 3X3 x 2X3 BEAM (U i 3X3 3X3 — 2X3 BEAM 3X3 3X3 12'—- r m 3 C N 0 N N m. O T3 3 fit• Al 0 or 0 Q o 7 ...0 t 0 O 0 .r CL fD N . :r 12 0 aN CD = O. co4e0m 0.c 0 3� 3 c f"50 to N 1CDO MANUFACTURED HOME 2X3 BEAM x x 1 w (U ¢ w LD 0 a N ED A d w Z w 3X3 X U CJ W 2X3 3X3 2X3 J 4' - PLAN MADE FOR HAROLD PERSETT 4 PUERT❑ S❑L ST. LUCIE COUNTY, FLORIDA SH❑WING PROPOSED CAR PORT & SCREEN ROOM SCANNED BV St. Lucie County 4th WALL 00 0C) 2X6 SMB 2X3 3 2X3 —12 ' T. O Mzm �Qcp o <wCn mw imp mv� y m < n4 Cl--+p �NmO Z < o nZmoO b� 0 0 ; 0Cl (�;jcn-�got N �C I ., REVISED - MAY 18, 2006 1 New Dimensions Construction Inc. 7003 Brookline Avenue Ft. Pierce, Florida 34946 772-465-5441 FAX 772-465-5442 SHEET I OF 2 1 May, 04, 2006 Scale 1/8' = 1' a 0 (y) 0 L� O 0 Q' Z Q 0_ e M LEGEND 3X3 Y M x cu 3X3 t0 X IU 3X3 pq Y M x (U 3X3 z 0 ry J W ry 0 n ry Q U 3" PAN ROOF ,030 M 2X3 EDGE BEAM (} (xU x x x � + x Cll r (U , CU i 24` KP a X CU �. 18; . L❑NGITUDINAL ELEVATI❑N SCREEN ROOM 2X3 = MUM 2X6 = 2X6X.050X.120 SMB 3X3 = 3X3X,045 24' KP = 24' KICK PLATE 2X3 KB = 2X3X.050 KNEE BRACE 3' PAN ROOF 3'X6'8" DOOR .030 /�- 2X6 SMB 33' PAN ROOF CAR PORT SCREEN ROOM 3' OVERHANG OFF FRONT OF HOME FRONT ELEVATION n m m m C 3" PAN ROOF . o ,030 m mE., C';mvrMQ1 2X6 SMB ��0in < _� � s a 2X3 KB 2X3 KB � f...<.��-• C. - ,._ �, r- `0 M M (h `9,�Z x x x ��Z -- �omo _.:---- maOmco 0;VCnQo -� 4th WALL ELEVATION vo �� DETAIL B-B R' -* K I G K >'L p? E�-�1J?-F-14 C" '007 G—Kc6crD ZS/d of 70744- wAc.c, /1MCA PLAN MADE FOR HAROLD PERSETT 4 PUERT❑ SOL ST, LUCIE COUNTY, FLORIDA SH❑WING PROPOSED CAR PORT & SCREEN ROOM 2X6 SMB REVISED - MAY 18, 2006 1 New Dimensions Construction Inc. 7003 Brookline Avenue Ft. Pierce, Florida 34946 772-465-5441 FAX 772-465-5442 SHEET 2 OF 2 1 May, 04, 2006 Scale 1/8' = 1' a Table 2:1.3-i30 design VN T x 0:066'XIA2D"Solf NtohaB m . 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IW d, 4 SW b 8!4 q b' _ _1.6, 4r 41 W_11* b %'r b 916, a V� d' 11' _ T�4'7 4 9 tv3 v -j�jrj_r, T117' b, W d W , W-V'b: V-42, a ;a" 0 1 Al� ��b b 7W Lroad Widlhoc) imm.tsowu n OVr4,1Nctiondj �d+ dlh M) Tz� 3:Span R 4SW '6 ixtapao 3 spari 4SP� CohtM 12--r d 1 d I�V d'I X-V d.; -4 14'-tl',d JTW d 07 �fj's� v K 2,51 M :5 ' AXAT d :;t:T:_:1 ;iU11-11. b 4y4p b, 'A' " '_ '5 b' 7 a 7 qT� d 74 �400 IT7 ic I, ct 5 '1114TA 131-10, a .14's'. a d- 9 I.I.-V d !Y-im Ub 7W-71b M.1Z';jTd a 7i IQ 1"V 0 IZ-5' b- 11=11'a 4 IX i,, b 19-11' a Now.; gobjed cjcp'd roof. kXf' tbrcs W� 'ocstW Not.: W U40*1 k aca 06brace_ JUW.hodaorial sis" aIsa WIght W c tsr of areso to I sc� -my bO�iem-ap* Table'2_tA-130 P Table 7,2A 'AlliswAte Sphniffor EffterCompsite Roof Vila A1461"amc-ripooitim Allowable. Spans for MiscellaneoueFfaindno astan"dLUsed a ,, 1.3f InAttactidd Covers, FoLIM WajU.SftaUras1 Freabitanding Gabled Cairpons M? jjpwp6f-� P6gj 5xe. 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K 20--tr 91 V7,21 '0 iir-A' d irw a = 1106i d � IV4' b 14'T. b 114'43' b ITIT b 13',iV b 2"�D"XD.QBV.,kd.308' 211-0 Id ;20f�54 19'W d IS, 'T d 143W JI 1,17'-T.A IIJPW� d 7F7- 4 d 1794S 1�V;45ib 4'9' t m jX 12� je�'XO.QM�XO569T i 2 d 11 rd 2j," i' d d 11�5 4 ta!,ilq'd d 117W - b pouble-se iting Tfllk�dth PA'ains a ra- �W-v 42, .0 1 M. 1 �� j. 11b4fidinst af4 V Ist0fidpildn 2"�xfl'x'1172 1-09 1 23 d d 1 2 ,�=owslc 47 d W I 1 g�Aj ".'mg IV 1; J1W 17W v 117�,J' d lv_9^ 4 .1 �'XVXDXTZ-10 25, d 2 1�23M'. di 2Z,�' di 2,1'-5- -d W194 d 02. 4� 1 19'-T-d(7 IOUs' dI 18,'A*di 2'ilVxA.0&1)LO.306' �21- 2 �,211!-'r di 1 ;3W dl,2Z- Al =tl 51.2r-6- dl 2CY01--cil 77�W .014TAI'di 19Z- di 19�1- d 2"'4110,xv.0 xaAeg" jj'�' d 29..8 1 Zr-S' dl 27W dj 26�4'?dj di �2ZB- di 2z-.,. 4 Doubfirsiuf-m tan hw..z a wJfh2x4SMS2add9d I toTop'ecliattorn :5-A- 8.0. 9�.O- jolo. -tj"a. 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Meer Panels forVarlous-I.Qaft AuT . nintinn-AlICIO . *-H-14w. , k�S 31% IVx 0.024-, '06RR`LRiSQfPaaeI5 VVInd 0 'nstnictures re" Room mzlxific�h4' ers glass'& apdn iika: -spent qppn fPQp effa'�': sPanr pw JOO MPH '14W I 17741on-Ir la',Z* 11 ' 14-51 4".P' 11DJAPH TO V. 1 0' 12,7' Tyr IrTi-%a. 10'A' 1 1&..4. r '1,37' T�11' 'IZOMPH .I T-3. '..L lzew I Z-' 9" H g 1""' 16,15, I'll-V 114V.SF 7441_F1' S�Wj'_ -1 �3! st I I S-m tw-z -i�A' 9:4" ltl" T1790� _PH _tj� IUM 1 zl-_r I lv� s nat-j# upe a Wind on ed W EnClos 192 �3. 4 ppaq IM. park 3 spar 4.. I Sps'a R ",a 100'n MPH ii21187" R M IzO. 'I, - . 144481' 11, 14 14W '.4WD' '20IMPKI"14-13' I .18Wt _IVI�' 19.21 WO, 123MPHI 14'.,$,' -'IW�2' 1 164ir 111S2 10 13�0 13 r 1V-7 "40"MOPP %_A& �J.S,7�4 lar4y . JW 2,1-1w: .13,1' 3-Liw T(F-W -M4! 'ix;F TF I OT IFV 27 1150 MPH I IV. -IT I ljyllCrr = � �jj V tj� Wind Mg�ae.S)006dnaof Reg m %.__T Sp", ! -_ 4, 115!y pp_M apAn ispen. 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I= '. 13 4 span IU seen. s '.vpan 4 IGVWH a4411 2r4l.P.1 2rV I =.107 I I 26'-0• I6.31: 2a41 "oMPH 2'r_IV 2rjI.r '2r�. 21F11'1 24W VU41 AW�r iu� is .11- I2xrKPH =-Ior'. zr� W� zy� I �_W 1;W-r 14W 1 TR& Ej� �ir W-T-. 1 �zv� I i 14 74��r* - Iat�j je� 4,W, i-N WPH J0 N It, I _U.-F 4' M7 lw� ITr 1 14T 1 IVQ' I IS� 1Z�� 14-� ly� ,IWW.H 14W, IVr I IT-7- I 11PV I IVZ I IT-V 11�rr ly-r A� Wind Rpms!Toh". N.h.'Swv�rfivof aAZ6.WCi4. E Cietlf�_ )"I?- Ia'Z �p I, jr .003 R. IV. 'A� x 4 I" Ao 1 mm :scan All IDOMPH WW W� 2V4' , , 22W 2r- - 2V-1- IT�' IW4' 118o1W wl� 4' 11 o'f4PH 2T�- 04' ��r 12F4" =�lf 22tr OV,1. 1010, ITIA. N4� 12aMPH 2,c_1 I" '24,_ 'I F_ rr�� 7FJI� tr�r rjy� I - 14-J� 4W IZMP.H 2V-W 23.7tf 2 - -Taw 72FT 25V 13 V f�-tj' 14,'-W W-OF T3FmPm IWOr =-I- 2-4 jr.W igw mio- vv":: I lv� jl-r iM-UPH 13W, 'I+V.,I' 14� rjyF '16-l' i4� �JTmX' 19'T 41t-V ISAMPH .135' lvo- , wZ IF'. 14 - - 4 " Y(W rm Ammink. ksh.:Sb.WR ScRe AAA*664Cwrla_ iNiibm &Vq'.dulw HdprnO I Unfflerwr Rr . JM- ��n :-13" sPo. 4 JV 3 4 IU m� -3 ".a I 4 I A P.. Al( 7qq MPH Wm 9a-1- W-V 41r6 p_- ! ms 1 &gp 1 P, LIN 3V'1' 29"j, :WS . 2 2o. V 4'-P L6_1�i� I=MPH 2T� F� VWn-11- U111 Pe_Wi4 I" 1. 4 136 MPH 2V8 47r� W4' ;21 14 11fi 4 U-V 4 i"MPH irF 1611W IFr 13'3- ls3 149-,j 4,' INIMPH IF-r 1TS I n I TablV2.6 JiIJlQWabI6:5tUd,Hqfqfitg; iiiatitHoIllowAIluminum EMruslbhs. M*f UmAltdvTabin,He -d�j 31-On 14 -'IZWSF I 114NSF I I7=F"I'tSW1SF I igNSF 23 X;F 1 26*W. I0r,10'_ 0 1 7d aitrw , ti WZw d A 'I r.7' d 1'8! 1 74" d I r,37+ 'Ji.i cl,:JJVIO' d 140'v2'..'d I g'--O a 90' d 1 9'�Z d% 011T 11.11 it 'Y,141 xl� ItLr! +.d 1,81411ml-W* d .1 JW-7- d I li'z, 0' , d 71,97 A, v4, d 11.4,.b, Id 1.0-0' xl-113`X dl,1241" d I IZ-Z. 1TW d. JV3. AA;IZ,7_'.d ;d IAV-W, 41 1VA! 0 110_'A• d W� X.O.:05v Pe 0 611 _1 19'L7- d: 1-18tr -47 [IT-6- If I IT-2- d 11T_ d7 E ------------------------------------------------------------------------------- Table3k!.f-13d AllmableEdg e BeanI Spaltsl. Hollow Ekbltslons for_&craen,AcyyH6orVftnyIRmm wjdwttt I wsnle� 2 1&!ip.�, 3Sp.6 4S "n C.ntll.var _5i W$IT d I'5.I1'A1 6-V h 0.11- d 5 511! Id 04' d W-V d Vd 61 4-6" d I '6.'r d I ,V.T v cr-ir, d -6 = V, d SmlV d 6i11' b V-11' d —7 4'4' % I 64" b 1 5' 1? b- WA(P, d. 7 14',r _d' . V-8- d V-r b, 0'-I1' d a 4-1- fb 1 4P-11' b' P-V b V-17 d, 1.8 4'4' d :S3^ d V•3- b 9-10- d 9 :T-11- d 1 '4� W -,4W b, T-S' d' 9 d 5'71' b 4'-11- b -V-IV, d, .10 = T-IT 4 1 VS b 4�b. , T-W d ,VAT d 4!-10' b 4'A• b 0•.10- d T4ed 1 43'b; lllr d: 11', T-11' :d 4-- b 4,6' b ' 0' 9- d 12 T-r 4 1 VA' b 3'-IV,b, W-W.1-d' 17 '3',10' d IV-F b 4'-3' b� 0' T, d load I Width (&) 9V,:�d _.,Mac Sp.ftV Iftnd1l .g V.,d Vj --M-4-m-2-;SpanLfloe�T M C.mr,W=I-0 1;��4SPOA j.n.~ C.Wfitx. 6_ V-V_ d I 0-9- d WAW d F TV, d S 5-1, A 7-T 14-1 T-6' d_ 113, 6- 5�d VW d &S d I VA' d 16 SS' d T-V d I T-r d ' 1r d 7 74,1(vdT�—v-0'. d V-1-, b iotll- d. :7 Ti' 4 O-W d 6-A1' d F-1- 6 4-V-,d, 655 fd 54-•b' 9-11', d a V,3' d 0,5' d O!T' d. T1W ld' 4'6, A 5x61 d ek.&r V -FIV 0 9 77-0"d V-3' d, Tb d, U-11' d- 13 4'a 0 6-3" b V-1' b - D'-10P d 10: W-10' d, 5'-1 I! ;d 6=10 b,,01-11. d 11 i74 r I 't -VAT d 11 -1 4'-V d V40' d T•11)- b V-11- d 12�' 4'A' 'd �411F_-b b tY-17 d, j2 4� F—r)d 7F8�d -F-r- b uAr d 'Load Lm.d, W widenee�e eafoncr) r P4 , S"a C.,iq� V-V A VA' d V-r b 1-4- d S W' d 10':1 b 117d' b 77W d 7S b 4W d Is B-W A 5-IV b 7S' b 1'-8' d VA'd 7-T b '-Il' b- AP-21 'd 7 :-7'-lT d T-11 b 8'10- b -r d- 8, 4� 5d VV ff-N' b 1--r, d & 7,� d' 8'S, b 17-7b - iW. md 9 6-T! d' 6!4' h 6--1' b iLl' d 9: 7-,' b6 8'S b T� b V-V W 44' 'b 5'.11' b 55* b Vl` d 10a V-10- by r,T' b '7'9• b 1.5- 11 W-l' I b. ' b V45-b 1-0, d 11 W-W , b rg b TQ' b T-4' d Tft�4 gf-IX b4IaIV5-*4xi VVrAbi Vlr d 12 6'' ', b -6--irb -T:F—b Pool. Alto bisHeight -ffIbe g.wordeffeett Ycr 7�xrxo-oZr H.Row ff b TwV Ill 6�- of 6U2" 'b V�10- b S�7 b 64- b S.L2. b .0-11- b 4W b ZIX X! x 0,05V -Hollow AV, b 71W: b 7,1.2� b 0-T b 6 '6' b VnV b 7T-1_0"_b _V-77b = 5W, eb 3�xr,xll,04V Hallow. _71—!b -1115', b, 71-1[1' b T-51 h 74r b Ili 6"57 b V-Z-- FAII b 7FF,-b 3"xViC.07 ME ia�IG' b M: b _7=4b 8'40n b •VmV b T-11' b T�8" b T-4' b 2-4- 7X-X-x —0.04V Hollow-, b _119-5' b _757799��b- 91-- b B4T b T-4, b 7-1 F75 T-6-7-b -TW--a 77P7-4 Haffw 71-371--b -rZ--1-b 71�-Vb 1 V-ff`� b b *b J(Pwl" b "k' b , B-3- b S*-111 b S�W� b B-T 27jrA'xQ.04v S34.8. 15-4' b 141-7 b VtSr' b A Z 11'41'b 1 4 11'44' ti b 11175- b b -Ta-Z- PEP b jr.Xv1xoAsr- S041,9., AV-11"b 17'7" b '16*5' b 15'-Ir b 14'0 b 14�0' b IT-55- b :IV=� b 41�11"b I2',i6'xO.0S0" S.MJI. 2CF1_rb —,IWV _b b I "I b AT11 b 1&-W, b 6 15_6. 0 16,6' b -lT'71-Wb 14 '-4r b _T37 b 1T-3b., P,r=2'X 0 W-01 b b r-10' b 7-47 •6-8* b 6�-Vb -7—Vt -F-Ti—"b 77-4 2; .3�XF 4.g b '0*8" b `104 'b V-5� b 9 � W11-b W,6' D jll�;�=b p 7.1-P b p , 14 ; PoIX-1' b I _Zr� 71A� b 1-7 b lv�ll, III lg�br b I _W_7. bq 93 W I T=Tr D •M I.X7 OPEN BACK ATTACHED TOFRONTFOSTWJ 0,0 1-JiT S.M.B. MA)C 6- � FRO EACH END OF POST AND � D.C. Hollow utaW Ybad WkHh - "S 74". 1' 3';V x-r- X-G* W4- 71;W . 1'rrl A � : 2 *rdaflectlamAr" 2! xVx OLOSV Hollow 11WAI W*%�4 9-M! d 0!VdI`9`1'-d V-T VW d I T40*Idl 'r-a- d 7,',V A 14.-r II.We 11 A A(Mi'di IV-'r,d 104- d A I V,10r,d V�rl'l d 21 x4- x F0444-fit —0.18Wr 12-4 d jv--7r_,d IVOI'd -T -r,d ViEr d 9'-V dl Ir-27A JVIVIT d I 4-V d 8`4', d W-W�d 14�4!�d -13�r, d d 1Z.1' d dfAI*W 4 1 �V;r d 10-40' d I IV-r, d 10'-V- d r,x6Px0A5vxo.1W, ITAVA 6 IF-3- d 14'-V d iTrA4 �T_V_ d 17-II'd 12!4-41-42-4- d MI'd r_jLr_,xA6$VXtA2VA 20'4'A lg�A IENZ, d '1r-4- ' JVZ7d -TV-r7W V �l 'Jr-q-d 441-W di W-Id I3-9-d 24-6�;& 24B 7.1-d a 21-41-d '20'41'd 1 I _18'.Md 19'-W d. I gZ-lMd 5"d Af-S'A IrO I 17'Vd 161-,V A 0.07r x 0.224 r A _Z 23.8*4 27-6- d — 2VA5! d 726F_V_d 19F41! d � 194'� cl�4E� 0- d lop d '"0' d 17�fA Ar_V� 2"X9*X6!&'x =41bed 1i'llmd 21--3- d 1,20-Tr d '20,L11"d _i0_'l&'d 3 "24--f-4 119Q, "I ivT, d 2-�vxc '4Wir-, d 2Fi_1',d _254' d 24-.6- d �2 3�6. d 22!-W A _-2r44"j 27 �,d �,21' d � 20-4" d ' Old 01W-VA r x 1pn cLoar X 0.369" !3V-Sid JZ�-ll I W-W� - 2W-A'-d '2Y-T, d� 23'A , V4'� ribuig �Mdtfr VA- ri--0Tt-,347A 's-4. a- T 7,r 5'-V W-Vt W-V -V X-5` AllmabialS an It -din' I 2 71 F d7 2 d di �26LJ� L d 6--rd V! �24-5'�d �2T-WJd 234- dl,221-61,41 21LIVA �2`1-ff" 2"Kr%0.0MxO2M 14'-9". Odl 31',V dl,29'-T��dj,,,28• _!Ll" 231-7,1. d VV• d 26-1- 2!x,10-xO.09rx01AV XTZ" 6 I;4OTjO! d 1 '38.9' d V-51, cj,-3V.-6` dj.3V-V di 3061"d 25,6, O x u < Willd OpBlvsinl I.Js6ad-k6a PeY S. ftmaQ olp.am.ftwrR.,r5� nv%.d 0 .91 banll I I 1"_ 1 apa1 ."1 1 'All 10D MPH 2e-11- 201' 19':9* W-1 Ilow" 23'S 1 2T2' JZ's. 2WV =91- 22-2 15-4- 1"' 17`7 A' 14-1V 4'�O 123 MPH 27V 14�11� 4�-Q� 130 MPH -lfw-v- TF-liF 17-6v 44"'r W lv�, A-D IUMPH ITS 'IF-1- 77 11.7. 13 A- ITS '15W 1457' 19� 17 - IV�VO T_ a.... 4itiaodcm. RO- Re,lcrt 1ab '3 1 4 1 I&Z ;j 3 1 4 .span IZU an I span, sp 4 [ P�. 4- 1 ;M- Aff 00 MPH W 11' 3W.1- ff,1- 2F$I 28'4P 1 1 2tr�ll V� 21�• _fF_ MPH,2; _ .1 ji 26-1 23'0 1!. -,7 [,2W� 2V-1` 12OMPH W4 2" 2�1 F4 5 - 123 MPH 24'S 27'r 294 214' I =-W l"MPH 22-0" "29 24'.r I- -I 21W 1 14, 140MPH 19.1- llr$ lu-10. 11.1 W-W I aX- :1" 14 4'-0' IOMPH iv.r'YTS 46`-I04 lwd" 4-01 ALTERNATECONNECTIOtL (2)N10rx I 10S.M.S. -m I mPcI - SITE ROOF OANELa: THROUGH SPLINE GROO)iES- t4),147. 4' LAG BOLTS Wt t-191 FtNDER WAS)RETtS PER 4-0-)PANELACROSSTHE FRONTAND V.O.C. ALONG SIDEWALLHEADER SIDES SIDE WALLOUITATTACHEDTO VX2'OPENBACK WIMIN.(3L SCREW BOSSES i FRONTWALLom FROM AND SIDE BOTTOM f*1_pATTArHEDTO, ldxrOPEN BACKATIACHED CONCRETE W? 1AV x= iw CONCRETC1-9IM6"AFBONMRjEANCFORB24-0.6ROhkAX TOFRONT POSTWI S- .AACH POSTAN5: AND PRO,112&m.s.W6 EACkEkDdOPOST CONCRETP, MINs ',TYPICAL B'ALTERNATECORNER DETAIL ,Vx2'OR2'X2014OLLOW G;RTANDKiCKPLATE2-x2" 'HOLLOW RAIL POSTATTACHMTOBOTTM WIMIN, (3)910.1-1Y S.N,S. INSCAEW BOSSES - TYPICAL UPRIGHT DETAIL RISERPANELS ATTACHED PER CHAPTER kEADEkA'fTAtHEDtOPOZr 6CREWBOsses z < uj I-_ 2'xr 00*x2' H.LLZx37 (eEEtPANTABLES)' CL _3 LL 0 )PO"NAP EXTRUSIONS GIRT ( z 0 ATTACHEDTOPOSTNTH Lu 1.- MIN'(3Y#i() i M* &M.S; IN Z Z >- SCREWBOSSE$ Z LU Lu 0 Y BAci,'SorroV _j W RAIL j :D Lu Uy 0 0 U) 114'9,2-1/e MASONRY Lu U UJ 00 ANCHOR@FROMEACH OU tr) POSTMO 2�0.C.tMAX) Z z 0 Lu m LD Z LU >< o 0 c) DESIGN CRITERIA: 130 MPH EXPOSURE B ------------------------------------ I ------------- 'Table 2.3 Schedule of Post to Beam Size& Number of Thm-Bolts Required AN .Aoy6061T-6 Beam Sao Iminimum Post Size # of Thm Bolts @ L=DH12 Minimum Knee Brace Min # Knee Brace Screws Hollow Sestlons fir M-0 ax .050 Hollow Till Zxrx.044 or 2'xrx0.045-S P 2" 2•x3'x0.0W (3)#8 2x4x.050 Hollow 2•x3-x0.045- Hollow or rx3•x0.04S Snap 2- 2x3•xO.050' (3)#8 Self Mating Sectons 2x4xO.03BxO.100 3•x3'x.0.060' Scalloped 2 Ox3•x0.050• (3)#8 Wx0.050x0.10D Yx7x.0.060' Scalloped 2 2x3•x0.05D' (3)#8 2z6x0.OWx0.120 3'x3•x.0.060' Scalloped 2 Yx3•x0.050' (3)#10 2z7x0.O55x0.120 3•x3•x.0.093• 3 2 2'x4'x0.050' (3)010 2z7x0.O55x0.120 wl insert 3'x3•x.0.0M- 3 2 2x4'0.050' (3)#10 2z8zo.072zo.224 3'xYx.0.093• 3 2 rx4'x0.050' (3)#12 2x9x0.072z0.224 3'x3•x.0.125- 4 3 2-x4-x0.050' (3)914 ' 2x9x0.082x0.306 Yx3•x.0.125' 4 3 2ox4-x0.0W' (3)#14 2x10xo.o92z0.369 4'x4'x.0.125' 6 a 2x4'xO.950' (4)#14 The nuwnznnnmba of Wu balls's (2) 'IAnbrnvnlbsVBeam lmy be used as Idmmmknea brace -Fasten w/ edemal screws or tips. Sea details Table 3A.3 Schedule of Post to Beam Size 8 Number of Thm-Bolts Required Beam Size 11111nimum Post Size 1# of Thm Bolts 60 L=W 112' Minimum Knee Brace IMIn # Knee Brace Screws Hollow sections I Iwo w0 3•x3•x.0.093• or 2x4x.050 Hollow 2•x3'x.OW 2 2•X3'X0.05(l' (3)#8 Self Mating Sections - 3'x3'x.0.093' or Wx0.0380.100 2'x3'x.050' 2 2-x3'x0.05W (3)#8 Tx3'x.0.093- or Wx0.0500.100 2'x3'x.OW' 2 rxwx0.05W (3)#8 3'x3'x.0.093' or 2xU0.05100.120 rx3'x.050- 2 rx3•x0.0S0' (3)#10 ` 3'x3'x.0.093' or Wx0.0550.120 2'x3'x.05q' 3 2 2•x4•x0.05)' (3)#10 3•x3'x.0.09Y or Wx0.055x0.120 w/insed Yx3•x.050" 3 2 2-x4-x0.9W (3)#10 3'x3'x.0.09w or 2e8x0.072x0.224. Yx4•x.050• 3 2 2x4•x0.050" (3)tt12 3•x3•x.0.093• or 2z9x0.072x0.224 2'x5'x0.950'x0.100• 4 3 2'x4'xO.050' (3)#14 3•x3'x.0.125' or 2x9x0.0820.306 2'x6-x0.050'x0.120- 4 3 2-A-4.050' (4)#14 3•x3'x.0.12Y or - - 2zloxo.092 0.369 Yx7'x0.055•x0.120• 6 4 Yxa'xO.OW' (6)#14 The tx As b (2) 'Mnhrumibsg9eamrtey be used as mlonvm brace Table 38:4 Schedule of Post to Seem Size& Number of Thm-Bolts Required Al minumAoy 6083 TA Beam Sire IMinimum Post Size # of Tim, Bolts 9D L=1 f112' Minimum Knee Brace IMIn # Knee Brace Screws Hollow Sections I 1/4.0 M-0 3'x3'x.0.093' or 2z4x.050Hollow _ 2,3- 1 2 2,xrx0.050' (3)#8 self Mating Sections 3'x3'x.0.093' or 2x4x0.036x0.1W rx3'x.050• 2 2*x3'x0.050' (3)#8 3'x3'x.0.093' or 2x5x0.05Ox0.100 rx3'x.050' 2 rxwxo.osw (3)#8 rx3'x.0.093' or 2x6z0.050 0.120 rx3'x:050' 2 2•x3-x0.05W (3)#10 Yx3'x.0.093- or Wx0.0550.120 2•x3'x.050" 3 2 2"x4'xO.050' (3)#10 Yx3'x.0.093' or Wx0.0550.120 w/Insert rx3'x.050' 3 2 2'x4'xO.050' (3)#10 3'x3'x.0.093' or 2xSx0.072x0.224 2*x4'x.050' 3 2 rx4•x0.050'. - (3)#12 3•x3'x.0.093' or 2x9xO.072x0.224 rxSx0.0W'x0.100' 4 3 , 2"x4'x0.050' (3)#14 3'x3'x.0.125- or - 2x9X0.0B2x0.306 2*x6'xO.050"%0.120' 4 3 2'x4'x0.0W' (4)914 3•x3'x.0.125' or 2x10z0.092z0.369 ZWW.055'x0.120, 6 4 rx4'xD.O5O' (6)#14 The mn'vrrmnulrbe of tlxu bWb b (2) 'bLtimnnPoa#Bealnlmy paused as nmvrwnace bate 4TH WALL FRAM OR GABLE RIDI --PER-FLAN Q W m W co F O 0 O z n- Z 2X3 PARALLEL BRACING BEAM O E j FASTENED TO ROOF USING L F Q N ROOF PER (1) # 10 5M5 EVERY 1'-0- ° U � 0 TYPICAL" PLAN VIEW\ ' L.J U NG - LUr m � W \EDGE BEAM q W W 2X3 KNEE BRACE PER PLAN L U J^TYPCIAL° b a IL SEE PLAN VIEW FOR SP ° FOR COLUMN SIZES AND NNECTOR5 SEE ELEVATIO PARALLEL 6!f A C#NC SUPPORT 6EAM SECTION SPAN PER PLAN VIEW 'NOTE: WHEN USING THI5 DETAIL FOR A GABLE ROOM ADJACENT TO A MOBILE HOME THE DETAIL SHOWS ONE SIDE OF THE GABLE. THE OPPOSITE SIDE SHALL BE IDENTICAL. 4TH WALL BEAM- SEE PLAN VIEW FOR SIZE I� II FASTENERS PER TABLE 2.3 FOR CARPORTS FASTENERS PER TABLE 2.3 FOR CARPORTS TABLE 3A.3 FOR SCREEN ROOMS i i TABLE 3A.3 FOR SCREEN ROOMS II II II SEE TABLE 2.3(CARPORT5) 5EE TABLE 2.3(CARPORT5) TABLE 3A.3(5CREEN ROOMS) ��'C TABLETABLE 3A.3(5CREEN ROOMS) FOR COLUMN SIZE N FOR COLUMN SIZE - I INTERMEDIATE COLUMN . (IF NEEDED) II II II II I 4TH ,WALL 6EAM SECTION ISO] N z - W < N1 • J d J m W Z O F U Z W Z o Z E a W ao 0 m J S w F w o W 0 N LU ¢ - 07 U w K) W 'D x t Z 3 IJ XO .J >O U d SHEET # • (1)0508ARCONT., AUUMINQWSTEELCbLUMN ZA).MIN. 7ALL PLABS CHANNEL 'BEFORE SLOPE — — — — — — 'U RO FPANFL ANCHORS(SE'ESEDIJONS, CONRECTIONSJ (SEE SECTION 7) CONCRETE ANCHORS CONCRETE SLAS OR FOOTING; '(BEE SECTIONS): 'N(*0RS (SEE SECT ANCHORPERDETAL "TYPE) TyfE!l _,FORPAN POST TOM - NCRETE CONNECTION FILATSUDPE11,16F.60TING MODERATE SLOPE FOOTING ORDOMPOSITE PANEL INTERNAL OR EXTERNAL RECEIVING CHANNEL BEAMS MAY BEANOLED FOR FOR NUMBER L OFBOMAND SCALE. 3`= V-O' GAULEDFRAME ZI2E6FP0ST(SEEtABLF73) COLUMN NOTCHEDTO SUIT ALUMINUMISTEEL COLUMN Ay r 97WITHWALL'THICKNESS A rQUAL7q CiPOR&MR311HAR BEAMANDPOSTSIZES COUUMNWALL. (SEC TASUESSECTION2) S11 NOTCH POST To jFAM CONNECTION. c0RCRETESLABGRF6qbNm12' CONCRETE SCALE: 3' tV TYPEIII F STEEP SLOPE FOOT61C, — — — — — - BEAMS MAYBE ANGUEOFOR POST -TO CONCRETE CONNECTION''GABLEDFRAME Notes:,, ROOF PANEL INTERNALOR.EXTERNAL ANGLE CLIPS SCALE; 3-=I-ZW soil stall be yerifed, prior to pincing the mab.'6� field Sol lab.. 2, Thb shibirlountbbofi shag bedeaned of debris, YoWand.60,09ated ptiorMplacern6raot6onbiate. -,114',X 1-314:9.0,063- ATTACHMENT DETAJLS AututifiRUWiTErt, COLUMN SHOWNREQUIRE DIAGONAL vR*fhogh9'6tharV--#6,h3,fJr (4*110111inal) alfibii requiredekooptikhen addressing erosion untillifid, RECEIVINGOH&NNELTHRU Of A- 31 ARdHORPER DETAIL FOR PAN BRACING FOR BOLTS FORSIDE BEAM OR COMPOSITE PANEL 'Projectiodfrownthe hostsbu6turo of khe'earport or Tuena rninhaarnola BOLTED TO, POSTW/ THRU FRE INITERNALEXTRUVE TYIielifocubigisrecitured. AlFslabsaha0be3-1M(40rvoffmQViidc ALUMINUNiSASEOPPREAK (SEETASUE 2�3 FOR NUMB FOR NUMBER OF BOLTSAND FORMED u�cup'wrTR WALL lity sheds the "nunurn depth of the feeling shalt be 100 for Ty 01: BOLTS' ?A S1QZEOFPosr[SEETABUE2.3)' CORROSION RESISTIVE 4,Forwoodirshnsud �pflg locting, and14* !X STEEL EQUAL:fO OR GREATER THAN -Type III foangvvitexposed al�aw.igrade. THRU SOLT PER SCHEDULE - ' F. I - I 5. M=Idhlcstab�&dfoovngsstfollberNnitTeim2,500p�i�Mwfth6X6,-tOXiOmIded-o�vmesh CONCRETE SLAB, OR FORTING CONCRETE'ANCHORS ksFr, or mck writhatfibef mesh, Fibearresh OtMesh, InFbno- e3- (Fonruuy rbornwish MD) Pei BEAM AND POST Si7ES SECTION g) speciflealim may be,wed In geuprwhe inean. SEOTION2) S, if local building codes requIm a minimbin On factiing use Type )iloolfgor footIng section reriulled bykcaf COLUMN NOTCHED TO SUIT code, LootteydaMwn�. POST TO -CONCRETE CONNECTION -TUBE.C6LUMN BASE SCHEMATIC;INTERNAL BASE CENTER NOTCH POSt TO BEAm CONNECTION SCALE SLAB -F60TiNG DETAILS EXISTING TRUSS -DR RAFTER 6- x T x 6'0.024'MIN: BREAK FORMED FLASHING R00FPANEE OR TRUSS TAIL ALTERNATE: scRFwsP,A6mg02,crc! EXISTING FASCIA. SCREWfOx 142IR POST AND BEAMIPER TABLES) ALTERNATE MOBILE HOME FLASHING FOR FOURTH WALL CONSTRUCTION COMPOSITE,ROOF PANELS ACALL, 3-= iA- INSTALLATION INSTRUCTIONS. A. -PLACE (2) 6EADS,OF CAULKING ON mkCk SIDE OF HEADER . BEFORE INSTALLING. B.'SLIdF-1tTASAT TOP OFHFADER UNDER DRIP EDGE DO NOT PUSH DRIP EDGE UP. DRIP EDGFMUST MAINTAIN SAME PLANEAs SLOPE =bFRbOF. C. FASTEN HEADER TO FASCIA BOARONVITI-I #rIQx I- SCREWS@ V O.C: STAGGERED TOP AND BOTTOM, (SEE DLTAILASOVE) 0 . . PLACE COM SITE ROOF PANEL INTO HEADER AND ATTACH T0'4TH ViALCIPPSTARP B .1ONEM EAMSYSTE. 1 —PO IY. DQNiOT A:TTACH.f0,kR, HEADERAQEEHEADERIS USED AS BASHING ONLY. (2)#)Ox1-I/2- 5 34S.Dit WOOD PERRAFfEk ORTRL1SS,TA]L ALTERNATE: .010 j�31e &M.SOR WOOD 'SCREW SPACED 912-O.C. EXISTING FASCIA S!X -fxtv b.0-24- MIN BREAK FORMED FLASHING WHENTASTENING.FAINELS. , PAN ROOF PANEL Pko , T,O- rw0`0 , D P�kt$- . SCREiNS SkAILL'HAVEA. • Lu CAULK ALL EXPOSED SCkE*; POST AND BEAM (PER TABLES) INSTALLATION 11NSTRIUDT!olgisi A. PLACE (2) BEADS, OF CAULKING OR BACK SIDEAF HEADER BEFORE INSTALLING. B. SLIDE f- TAB AT TOO 05HEAdEik UNDER Dkil`EDGE DO NOT PUSH DRIP, EDGE UP. r DRIP EDGE MDST MAINTAIN SAME PLANE ASSLOPEORRODF:- C. FASTEN HEADEKTO FASCIA BOARD WITH 610A i- SCREWS @Y0.6 sTAG(311FIED 7OPAkD,BOTTOM(SEFoE,rAiLAsoVg) 0. PLACE PAN ROOF .PA}lELk4Tb,HEpDERAi4DATrACH TO'4TH WALL POST AND BEAM .SYSTEM ONLY. DO NOTATTACKTO HEADER' hIENI)*RjB USED AS FLASHING ONLY- FOR PAN f3j-E4dkilf6m112'LONG S.M.Ss 'ti6k' �1 Z� PANEL Vi314" ALLIWINUM IIANWASHER ROOF PANEL '(PER TABLES SECT)00) SUPPORTING BEAM (PER TABLES); ,P.-PANEL T6,,6E�AM;FASTENING bET,AiL. I F-- — z U] < (\I Hi IL m -i V) LL z 0 U z LLJ F- 0 Z Z UJ z y < LLI IL r) in 0i M LU •> D LLI Ly 0 LU L) LU 00 Z LU N) LLI m 3: U-1 0 DESIGN CRITERIA: 140 MPH EXPOSURE B FILE COPY I I t Code Compliance Division 2300 Virginia Avenue Ft Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 http:llstiucieco.gov/ce Date: 07 August 2006 Job Address: 4 PUERTO SOL Received By: humphreya Paid With: CK Paid By: NEW DIMENSIONS CONSTRUCTION INC SCANNED BY St. Lucie County Building Receipt Receipt#: 0000042989 'ermit Number: SLC- 0603-0915 Amount: $25.00 �redit Card Number: Check Number: 12580 Sign: SCANNED BY St. Lucie County DATE FILED: f171,06 PERMIT #: D 6,0 L3 Q! i /S REVISION FEE: �-OD. RECEIPT #: /C�pf ST. LUCIE COUNTY DEPARTMENT OF COMMUNITY DI BUILDING & ZONING 2300 VIRGINIA AVENUE FORT PIERCE, FLORIDA 3498: 772-462-1553 APPLICATION FOR BUILDING PROJECT INFORMATION I T r%f'ATTnXT/CTTL` 2. DETAILED DESCRIPTIONS OF PROJECT REVISIONS:A14 nye R Dry s 3. CONTRACTOR INFORMATION: ST. OF FL REG/CERT #: SC1 LUC#E COUNTY CERT #• BUSINESS NAME: onstruc ion QUALIFIERS NAME: =o. o FL M946 ADDRESS: _ 777465-5441 MiiS 5442 Fax CITY: STATE ZIP: PHONE (DAYTIME): FAY if 4. ARCHIT/ENGINEER: NAME: ADDRESS: CITY: PHONE (DAYTIME): 12/19/02 SCAWED BY St. Lucie County August 11, 2006 TO WHOM IT MAY CONCERN `Re IS[rrface.1 ousted"acp a edEFoQ �gs Dear Sirs, LAWRENCE E. BENNETT, P. E. CIVIL & STRUCTURAL ENGINEERING P. O. BOX 214368 SOUTH DAYTONA, FLORIDA 32121 PHONE # (386) 767-4774 Fax #: (386)-767-6556 E-mail lebpe@bellsouth.net FILE C�ap) The surface mounting of post to isolated footings is acceptable under the following conditions: 1. The footing is properly sized for the roof area over the post. 2. m i proper e t rittsboth directionsfif➢thectructure ' ee staitdiitg 3. Structures attached to a host structure need not be braced unless the projection is more than 20'. 4. The post base and post anchors are properly sized. If you have any questions please Fax or email them to me. R VI SKM Sincerely, 66 fV .: tr �9 '•, STATE OF Qj Lawrence E. Bennett, P. E. # 16644 File: isolated-ftng-Itr.doc SCANNED BY St. Lucie County nuu-u�-Luuoka[uj uo: n -- (J�U �/ [,� r. uujiuuD , rI LNE W 1,� Ail : I .7 L_ : r dOP I I _i.i.. !-__L_--•I .L. a' j. '��./ i I l - -- - L i I � J. _ _L_-_. t 6�L Wde TT* I I �- -'. I l I I ! I • ; i I i jA i I l.11 . �!...._ I : I ! T r�� L I : I � I j !—1 L_.�... • ! -- AUG 1 4 2006 nuu-u7-tuU0kwtul uo:l:) ' I ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Table2.4.1. Footings - Maximum Roof Area for Attached Ca.rportPosb. 4P SECTION 2 . WlndZom IMPH)- "a 110 M 123 130 140AAS ISO A0achea-Cmv Uptib'= -1DWSF -12-WSF 14.WSF -. 15 WSF -AartlfSF to WSF .21 x1SF Free Standing Uplift = 10 WSF 10 WSF 11 WSF 12 WSF 13 WSF 1S WSF - 17 WSF - ExImingStab..oa Grady with. unknown Mto can ." le - 22 10 13 t5 13 - 11.. t0. " Isolated Footing- . .Dgeaeletone'• .._ UPIM Maximum Attributable RoorAtoa M square Foot 1'-Q-'sI%vxvv 510 51, ,43 - - 3B 34 32"- 27- 24 1'-l• x 1'.4'": T:4"" ' 99S 99 83 71 88 82 ' 52 47 1'-r x 1' b•lr1 #'-- -1.316 -132 - - 110 -94 88 82 69 63 T•5" x 1'd^ x8�0*- -•• 2,039 2D4 ITO 146 136 12T. 10T 97 1=5•zY4Yz2'S.. :2,SQ9 ...1M _ - 212 -M _170 .. _M -TM --121 .. z•A ti T:O"x Z'-0� : 2.640- 254 - 22D -. 189 176- 165 139 126 209 31D . 2M-. 235 --. 220 - 208 - 17A 157 - 2'4L• s2'•rr x-2'b= - ASO& 1 459 - - 381 32a- 308. - 287 242 219 2',V x 2-W'x Tb" " - 5.517 1 551 459 3gr" ' - 38a 345 280 2w ' KOOr prggUlMSlid'011M=CrMOCOWUpintiCS. . Notes: 2. 1.-laabtedFoo �oIW.aLopgmsisA6tn=Depm�. 2. stab on grade must be neworlagoodcandWon. 3. For tree standing covers, multlpy-ebowroot aieasoqthe MX.—.9M P le below cu Pre -Cast stock Footing -Pee-eostt�..,nna een'�r16'x]6_n�lnt2t'-helownrade rdth.®O-OhT re.andlw-keB.-!4narxde_ . Wlnd-Z*mv(MPlQ- 1BD I I% 1 120- 123- 13D 140A ISO ttachnd Cover Uplift jamw ii-xiQ f4WSF .15 WSF , -1a WSF I 19 WSF 2101SF Freo-Sltm41m,1-Uplift- 1GWSF tOWSF V 110ISF I 12015E I 13015E - 1SFISF 17 WSF Dlmonslans" ong UFZ)--Maximum Attributable Roar Ama In S Poet x 806 Ba - '-1,73a - --182 - '152 - --130 y2/ - 114 96 87 MxBoxBu 1.81a-� .- ISO-- .:. IM.. _ 138 127 1 11v I 100 I B1 -131xBOxe -: lim 190 -159 1a6 _ 127 .. Ile .1 mum 1191 Note: Mmcimum up11.1rvIrpmalsdutemtl1ed by mu1Wrgmax1muroattnWA la rod area roppW bad. -Emmpb: Poetlrfthuy mormroa=77r Applied iaad for 11D MPHmdnd2ons 24W6yFL Upiin-onpost= 77x24=1,S4D# RoofWrea Conversion Mttlti}irers 6 v 1 s i; '.i Lawrence E, Bennett, P-E. FL # QVM ENGINEER- 0CMdPMWCdW9MrAN P.O. BOX 21438kSOUTH DAYTOMk FL=21 -. rn --PNnuF' MRSITMAM ® COPTRICNT2004 NOT.T"EREPROODCMINJNHOLEARMPARTW1THUUTTHEWRITMNPEBNL9S1 DFLAVIRENCFCaBUWTP£ G 1 4 HUb-U9-[UUb(WtU) UU:lb P.OU5/UU5 ANCHORS,(SEE-SECTION q OR FOOTINGL. ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL. -BRACING fOR FRE E-STANDING COV ERS" )RROSION RESISTIVE STEEL THRUSOLT PER SCHEDULE SLAB OR FOOTING AT14, TACHED-B-FREE-STANDING COVERS AND UTILITY SHEDS ANCHORS -(SEE -SECTION 9) SLAB OR FOOTING SECTION 2 ALUMINUMISTEEL COLt" 'U' CHANNEL (SEE SECTION 9 FOR CONNECTIONS) CONCRETEANCHORS- (SEE SECTION 9) -POST.TO. COUCRM-CONNECTM INTERNAL OR EXTERNAt RECEIVING CHANNEL SCALE: 3` m T-0" MINUM I STEEL COLUk 2' x 2' WITH WALL THICK EQUAL TO OR GREATER' °COLUMN WALL CONCRETEANCHORS (SEE SECTION 9) ALUMINUM I STEEL COLUMN r INTERNAL EXTRUDED ALUMINUM BASE OR BREAK FORMED U-CLIP WITH WALL EQUAL TO OR GREATER THAN -POSTWALL CONCRETE ANCHORS (SEE SECTION 9) SCALE: W. =1'-0" -Lawrence E.-Bennett,P_E. Ft'# qNl ENGINEER• ormoPA oocoNNL7AN yn nnX2J&M MXMUIiTMNikF-VM -TELEPNONE: (3fig7a4"4 FAX: (386)767-63M COP'(RIDNT3003 I r�7� NOrTOGE REPRODUCED IN WHOLE ORIN-0ARTINYMOUTTHEWAOTEN-PERMISMONOFLAWRENCEEBENNST,P,E 1 12 I I 1 14 Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 1 http://stlucieco.govIce PROPERTY INFORMATION Address: 4 PUERTO SOL Unit # : City / State / Zip: FPR Parcel # : 1301-113-0001-000/1 Zoning: PUD APPLICATION INFORMATION Permit Number: 0603-0915 Activity Type: Other Permit Type: MA/RV Addition Owner(s): WYNNE BLDG CORP FL 34951 Jurisdiction: St. Lucie County Lot # : Block: Application Type: Building Permit w/o subs Other Activity: CARPORT & SCREENROOM Stories: 1 Automatic Sprinkler System? ❑ CONTRACTOR INFORMATION Contractor Name: MICHAEL EDGERLY Business Name: NEW DIMENSIONS CONSTRUCTION, INC Business Addr: 7003 BROOKLINE AVE City/State/Zip: FTPIERCE,FL 34951 REVIEWS AND COMMENTS Review Type Status Pending Reviewed By SCANNED By St. Lucie County Fax Number 772-465-5442 rt op( .a:. C K fLj: Date Started Date Complete Date Released "'ElIFISION Front Counter Review Complete Barbara Counsellor 03127/2006 03/27/2006 Fast Track Zoning Review Complete 05119/2006 06/13/2006 Fast Track Zoning Review Complete Lorie Gerstemeier 06/29/2006 Notified for Pickup Complete Dana Ward 06/30/2006 Plans Examiner Review Complete Ed DeGennaro 05/04/2006 05/18/2006 Code Compliance Division Review Comments 2300 Virginia Avenue Ft. Pierce, FL 34982 Phone: (772) 462-1553 Fax: (772) 462-2522 Page 2 http:llstiucieco.gov/ce Revisions 08/07/2006 1 08/07/2006 2 O8/07/2006 3 Variance Required Incomplete Ed DeGennaro 08/07/2006 Comment REVISIONS TO PLANS ANCHOR POSTS FOR OVERHANBG AND INSTALL CONCRETE FOOTER 8-07-2006 FORWARDED TO ED-ABH Comment ISOLATED FOOTINGS FOR OVERHANG MUST BE DESIGNED OUT OF SECTION 2 OF THE BENNETT ENGINEERING MANUAL. Comment SHOW PLAN LOCATION OF PROPOSED ISOLATED FOOTINGS Complete Paula Bushby 06/29/2006 0612912006 SCANNED BY St. Lucie Counts) TRANSMISSION VERIFICATION REPORT TIME : 06/07/2006 15:23 NAME : FAX TEL SER.# BROH5J320634 DATE,TIME 08/07 15:22 FAX NO./NAME 94655442 DURATION 00:00:26 PAGE(S) 02 RESULT OK MODE STANDARD ECM code Compliance Division 2300 Virginia Avenue FL Pierce, FL 34982 Phone: (772) 462-1553 Fax: (02) 462-2522 ht2p:1Mudeco govlce PROPERTY INFORMATION Address: 4 PUERTO SOL Unit # : City / State / Zlp: FPR Parcel # : 1301-113-0001-000M Zoning: PUD PPLICATiON INFORMATION Permit Number: 0603-0915 Activity Type: Other Permit Type: MA/RVAddition COT ACTOR INFORMATIO Contractor Name: MICHAEL EDGERLY z t c.s p t A rY..SL .l ef'aC QY `.E Review Comments Ownar(s): WYNNE BLDG CORP FL 34951 Jurisdiction: SL Lucie County Lot # : Black: Application Type: Building Permit w/o subs Other Activity: CARPORT & SCREENROOM Stories: 1 Automatic Sprinkler System? ❑ Business Name: NEW DIMENSIONS CONSTRUCTION, INC Business Addr. 7003 BROOKLINE AVE City/Slate/Zip: FTPIERCE, FL 34951 Fax Number 772-465-5442 REVIEWS AND COMMENTS Review Tvpa Stgtlsi ReviewedBY Pending SCANNED BY St. Lucie County Delpittarfad Date Complete Date Relea ed Fmn r: jr~ Ra 1r CmmnWa Barhara Counsellor 03127120p6 0312712008 2X3 2X3 KB M co x x M M END WALL ELEVATION � U3XD'5 3 cxil KB 3 3 4th WALL ELEVATION 3' PAN ROOF ,030 ON PROPOSED CARPORT LEGEND ti .. �o Is 2X3 = 2X3X,050 2X6 = 2X6X,050X,120 SMB 3X3 = 3X3X.045 24' KP = 24' KICK PLATE 2X3 KB = 2X3X.050 KNEE BRACE a 12' EXISTING U/R 2X3 BEAM MANUFACTURED HOME 3X3 3X3 2X3 BEAM 10 a 9A 3X3 4th WALL 3X3 3X3 110 pq x 2X3 BEAM LiCu LD A Ey x o CLI Li o z 3X3 3X3 x LWj 3X3 C4 2X6 SMB 2X3 BEAM 2X3 2X3r2X M 3X3 3X3 12' 2X3T•0 PLAN MADE FOR HAROLD PERSETT 4 PUERT❑ SOL ST. LUCIE COUNTY, FLORIDA SHOWING PROPOSED CAR PORT & SCREEN ROOM SCANNED BY St. Lucie County •REVISED - MAY 18, 2006 New Dimensions Construction Inc. 7003 Brookline Avenue Ft. Pierce, Florida 34946 772-465-5441 FAX 772-465-5442 SHEET 1 OF 2 May, 04, 2006 Scale 1/8' = 1' a�o3 - o9r5' FILE COPY