Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
125 Key Haven Dr
-724 75 Permit # : n_ L Job Address: 1-V5 Description of Work:1.� Historic District: M-69 t CITY OF SANF'ORD'PERMIT APPLICATION Date: 1 RECEIVED JUN Zoning: Value of Work: $ Permit Type: Building % Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential V Commercial Industrial Total Square Footage: Construction Type: I # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: O% -I J Z c Owners Name & Address: Contractor Name & Address: 222+1 mercat Phone & Fax: `-R-JQ*1 g Bonding Company: Address: Mortgage Lender: Add Are Add (Attach Proof of Ownership & Legal Description) Application is hereby made to obtain a permit to do the work and installations as indicated. 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 standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS. etc. US OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws rcj;,Ja.t:ing construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public: records of this county, tional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance ermit i t ti th I will notify the o/er of e property of the regwr ents of Florid t n aw, FS 71� 31/0 A natu f n r nt Date Si a \e of ontractor gent h Date . W9 Print Owner/ ge e Print n act Agent's Name KERIG NN Sig atur of Notary -State of Florida Date S' hat re rNotary-Stale4o-o1id'eOTARYpUBLIt➢ateTATEOFFLORIDL; g, Julia L. Bowman :��, CG'31 1 3i®� # D0484466 +� My CommissionOD267717 `=:;OF=';.r' Eha'i dES �O/23/20Q9 ''t Expires December 19, 200�ontract r,'A nt is _Personally BKnOownEtDo ITvIe oU 5 888'�OTAfi 1 Owner/Agent is _ Personaliv kown to nl' r �( Produced ID �L D L 3 y0� �j 3w -'(o — Produced ID 3 1l{ oo L APPLICATION APPROVED BY: Bldg:��(1il/(3 Zoning: Utilities: FD: (Initial & Date) (Initial & Dare) (Initial & Date) (Initial & Date) Special Conditions: LIMITED POWER OF ATTORNEY Date: LP — 13 DO 9 I hereby name and appointyto be my lawful attorney in fact to act for me and apply for a U< <Ak n permit for work to be performed at the location described as: ofjob) Property) And to sign my name and do all things necessary to this appointment. STATE OF FLORIDA COUNTY OF—n i FrintiType%Stamp Name .771 (Signature of Certified Contractor) Jim 0. by 5f "'0xaz(-Ouq(( 6 (Printed name of Contractor and License er) J r' me this day of`/� '40 issonally known to me or has J (type of identification) as identification. (Seal) NOTA'%'Y PUBLIC - STATE OF FLORIDA. `flsSSION # DD484466 LXPIRES 10/2312009 BONDED THRU 9-888-NOTARY1 Seminole t✓ounry rroperty Appraiser kiet tnrormation Dy rarcei ivumoer rugc I v� O- .,tC123L http://www.scpafl.org/web/re_web.seminole_county_title?parcel=29193150100001610&cpad=KE... 5/31/2007 DAVID JOHNSON, CrA, ASA PROPERTY APPRAISER SE MINOLE COU N T'Y FL. 1101 E. FIRST ST sm4FORD,FL32771-1468 o 407 - 865 - 7508 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 29-19-31-501-0000-1610 Number of Buildings: 1 Owne Depreciated Bldg Value: $164,673 Mailing Address: 7500 W LAKE MEAD BLVD 9-404 Depreciated EXFT Value: $0 City,State,ZipCode: LAS VEGAS NV 89128 Land Value (Market): $43,000 Property Address: 125 KEY HAVEN DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY KEY Just/Market Value: $207,673 Tax District: S1-SANFORD Assessed Value (SOH): $207,673 Exemptions: Exempt Value: $0 Dor: 01 -SINGLE FAMILY Taxable Value: $207,673 Tax Estimator 2006 VALUE SUMMARY SALES Deed Data Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $3,686 2006 Taxable Value: $187,269 WARRANTY DEED 05/2005 05836 1001 $195,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... ; - Method Units Price Value LOT 0 0 1.000 43,000.00 $43,000 LOT 161 CELERY KEY PB 64 PGS 85 - 96 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Living Ext Wail Bid Value Est. Cost SF New Num Bit SF SF 1 SINGLE 2005 8 1,720 2,281 1,720 CB/STUCCO $164,673 $166,336 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 455 Appendage I Sqft OPEN PORCH FINISHED / 10 Appendage / Sgft OPEN PORCH FINISHED 196 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. `*' Ifyou recently purchased a homesteaded property your next yeaes property tax will be based on JusNMarket value. http://www.scpafl.org/web/re_web.seminole_county_title?parcel=29193150100001610&cpad=KE... 5/31/2007 Jun 07 07 08:47a Elase Front Desk nvs tnstn ment was Prepared incidental Z issuance of filo insurance by: ;ennifet To, for. Southern Title & Abstract, Inc. 905 Lee Road Orlando, FL 32814 Retum to same property Appraiser's property Identification No.:29-19 -WI-0000-1 610 Space Mom'rNs Una lar FAMMn4 W A R R A N T Y D E E D (STATUTORY FORM - SECTION 689.02, F.S. 407-333-3141 p,1 This Indenture made this 77th day of May, 2007 BETWEEN Bryce D. Rysewyk, a single person , Grantor*, and Raymond Padilla and Sandra Hernandez Padilla, Husband and Wife, whose post olfice address Is 125 Key Haven Drive, Sanford, FL 32771, Grantee'. WITNESSETH, That said Grantnr, for and in considaralion of the sum of TEN AND awCO'S ($10.00) Dollars and other good and "ivabs consideratons to said grantor in stand paid by said grantee, the receipt whereof is hereby acknowledged, has granted, bargained ad sold to the said grantee, and grantee's heirs and assigns forever, the fcfl wing desaribad :and situate, lying and Wng in Seminole v_ cunt j. Florida, to -wit: Lot 169, CELERY KEY, according to the Plat thereof as recorded in Plat gook 64, pages 85 through 96, Public Records of Seminole County, Florida. Subject to restrictions, easements, and reservations of record; 5ttbject to zoning ordinances affecting said property; Subject to taxes for the year 2D07 and thereafter. and said grantor does hereby fully warrant the Vtfe to said land, and will defend the same against rte lawful claims of all persons ,"ornseever. Subject m co�Uons, restrictions, easements, reservations and limitations of record, however this reference does not operate to °mpose same; SubjoGt to taxes forlhe year 207. "Grantor' and 'grantee are used for singular or plural, as context requires. in Witness Whereof, Grantor has hereunto set grantors hand and scat the day and year first above wdwn. S;-qed, seated and delivered in our presence: (seal) Bry a D. Ryfle 75oo W. take Maad Blvd., Las Vegas, NV 89128 Typed Name ;nature blichelle Eai?l mh rted or Typed Name STATE OF FLORIDA COUNTY OF Orange ^� foregoing instrument was acknowledged below me this 17th day of ..-,^son , who is pam,naty known to me or has produced his fdVaS commission Expires F=ile No.: 07-473 =T rM-ooi (rev_ 124al 3W j JgWby Bryce D. Rysewyk, a single Rs, as identification. J Notary AMY ��WfFERC _T �•CpLfA!fS5 :;� �ma'hwfSlexypdy�8 ^G7 �Ost 14, n Q violations found during inspection equired to be corrected. permit issuance does not grant oval of a code violation. 2004 09.1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy 2x4X0.046 x0.100 SMB 2x4X0.046 x0.100 SMB v . Cd O o r - X rV U 2x2X0.044 + 1x2 O.B. T-0" J. S-0" - 8,_0,. Required emergency escape and rescue openings are not allowed to open into this screen room unless a screen door leading away from the residence is provided. FRC R310.1 7" Super Gutter (20 0.045) Edge Beam Armstrong OFF IC h - Aluminum_ INC 2227 Mercator Dr. Orlando, FL 32807 Office: 407-678-0197 (1x2) O.B. Fax: 407-678-1334 2x4X0.046 Job #: 07-192 x0.100 SMB 2x4X0.046 x0.100 SMB c— o� x N X L N U 2x4X0.046 x0.100 SMB 2x2X0.044 + 1x2 O.B. Project Information: Padilla 125 Key Haven Dr. Sanford, FL 32771 29-19-31-501-0000-1610 Drawn By: Ricky Clousing Checked By: Brian Hall o Date: 6/11/2007 N [qo Sheet #: 1 of 1 LAW 9 H 'A" 17Y 0 F I I now& 0, PEeMir # v ra a 0 0 lcF W — 0 O 0 c (20 0.045) Edge Beam Armstrong OFF IC h - Aluminum_ INC 2227 Mercator Dr. Orlando, FL 32807 Office: 407-678-0197 (1x2) O.B. Fax: 407-678-1334 2x4X0.046 Job #: 07-192 x0.100 SMB 2x4X0.046 x0.100 SMB c— o� x N X L N U 2x4X0.046 x0.100 SMB 2x2X0.044 + 1x2 O.B. Project Information: Padilla 125 Key Haven Dr. Sanford, FL 32771 29-19-31-501-0000-1610 Drawn By: Ricky Clousing Checked By: Brian Hall o Date: 6/11/2007 N [qo Sheet #: 1 of 1 LAW 9 H 'A" 17Y 0 F I I now& 0, PEeMir # BOUNDARY SURVEY LEGAL DESCRIPTION.' LOT 161, CELERY KEY, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 64, PAGE(S) 85-96, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. W J Q U V) KEY _HAVEN _DRIVE (50' R/W) 1 I I 0 N I h I ! I h I •� 5 t . } sasSs'o0'E 58936'00'"E 60.00' (P)i 119.23' (P) . �Q'..9'S h ... ,.kn . P _. LEGE0 X — FOUND X" CUT IN CONC. O = SET 1/1" REBAR AND CAP PSM LB 7J71 ® = COVERED AREA 12— CONCRETE A/C — AIR CON0177ONER A — CENTRAL ANGLE SLK — BLOCK C,B, — CHORD BEARING GB,S. — STRUCTURE C.M. — CONCRETE MONUMENT CONC.— CONCRETE D — DEED D.E. — DRAINAGE EASEMENT E — EAST F.F.E. — FINISHED FLOOR ELEVA77ON FND — FOUND ID.— IDENFICAT70N I.P. IRON PIPE 1, R. IRON ROD — I.R.C. — IRON ROD & CAP L — ARC LENGTH L,S, — LAND SURVEYING BUSINESS L. SURVEYOR — MEASURED M N — NORTH N&O NAIL AND DISK p — PLAT P.C.POINT OF CURVATURE P.C.C. — PERMANENTCOMPOUND CONTROL POINT7URE P.C.P. PROPERTY UNE P.O.B. — P.L. POINT OF BEGINNING P.O.C. —_ POINT ON LINEMENCEMENT P.O.L. P.R. POINT OF REVERSE CURVE . — P.R.M. — PERMANENT REFERENCE MONUMENT PT — POINT OF TANGENT R — RADIUS RIGHT OF WAY g/W — SIDEWALK S — SOUTH I.I.E.W _ UTILITY EASEMENT KEST W.F.S.— WOOD FRAME STRUCTURE RIGHT—OF—WAY LINE CEN7F,RUNE BUILDING SETBACK LINE BARB WIRE FENCE -X-X- WOOD FNCE —.—r* ---yam CHAIN' LINK OVERHEAD ODU77UTY LINES PLASTY F€NC(= DRAWN BY' CHECKED BY.• MP I BRETT LOT 160 LOT 145 CERTFIED TO: RAY PADILLA & SANDRA HERNANDEZ PADILLA NATIONAL CITY BANK SOUTHERN TITLE & ABSTRACT, INC. COMMONWEALTH LAND TITLE INSURANCE COMPANY COMMUNITY NO: 120289 PANEL: SUFFIX: 0010 E FLOOD ZONE' X SURVEY N0. 26847 F.I.R.M. DATE: 04/17/95 RELD DATE.' 05/02/07 BEARINGS SHOWN HEREON ARE BASED UPON TuE CENTERLINE OF KEY HAVEN DRIVE BEING 58956'00"E PER PLAT Long Surveying, Inc. ,,Specializing in Residential Surveying" LB No. 7371 101 N. Country Club Road, Suite 220 Lake Mary, FL 32746 Office 407-330-9717 or 407-330-9716 Fax 407-330-9775 W ffW. L ONGS UR VE YING. COM 4 LOT 162 LOT 143 NOTES.• 1) This surve Is based on the 1090 description as provided by the Client 2) This Surve r has not abstracted t land shown hereon for easements, rights of way or restrict s of record which may affect the title or use of the la 3) Do not rec struct property lines from 4) No foot/ng r overhan een loc ed except as ahowr 5) No Improve n utilities have been cated except as shown 6) This s vy is of valid without the signor ure and the or of raised eat or a Florida licensed . rvey and Mapper : I cc tify that this survey was made under my direction and that It meets the minimum t clinical standards set forth by the Board of Professional La d Surveyors and MapperspursuantatoOSection7472027,da Ad Flo ' anSttrative Code, Statutes. M. O N W J Q U V) KEY _HAVEN _DRIVE (50' R/W) 1 I I 0 N I h I ! I h I •� 5 t . } sasSs'o0'E 58936'00'"E 60.00' (P)i 119.23' (P) . �Q'..9'S h ... ,.kn . P _. LEGE0 X — FOUND X" CUT IN CONC. O = SET 1/1" REBAR AND CAP PSM LB 7J71 ® = COVERED AREA 12— CONCRETE A/C — AIR CON0177ONER A — CENTRAL ANGLE SLK — BLOCK C,B, — CHORD BEARING GB,S. — STRUCTURE C.M. — CONCRETE MONUMENT CONC.— CONCRETE D — DEED D.E. — DRAINAGE EASEMENT E — EAST F.F.E. — FINISHED FLOOR ELEVA77ON FND — FOUND ID.— IDENFICAT70N I.P. IRON PIPE 1, R. IRON ROD — I.R.C. — IRON ROD & CAP L — ARC LENGTH L,S, — LAND SURVEYING BUSINESS L. SURVEYOR — MEASURED M N — NORTH N&O NAIL AND DISK p — PLAT P.C.POINT OF CURVATURE P.C.C. — PERMANENTCOMPOUND CONTROL POINT7URE P.C.P. PROPERTY UNE P.O.B. — P.L. POINT OF BEGINNING P.O.C. —_ POINT ON LINEMENCEMENT P.O.L. P.R. POINT OF REVERSE CURVE . — P.R.M. — PERMANENT REFERENCE MONUMENT PT — POINT OF TANGENT R — RADIUS RIGHT OF WAY g/W — SIDEWALK S — SOUTH I.I.E.W _ UTILITY EASEMENT KEST W.F.S.— WOOD FRAME STRUCTURE RIGHT—OF—WAY LINE CEN7F,RUNE BUILDING SETBACK LINE BARB WIRE FENCE -X-X- WOOD FNCE —.—r* ---yam CHAIN' LINK OVERHEAD ODU77UTY LINES PLASTY F€NC(= DRAWN BY' CHECKED BY.• MP I BRETT LOT 160 LOT 145 CERTFIED TO: RAY PADILLA & SANDRA HERNANDEZ PADILLA NATIONAL CITY BANK SOUTHERN TITLE & ABSTRACT, INC. COMMONWEALTH LAND TITLE INSURANCE COMPANY COMMUNITY NO: 120289 PANEL: SUFFIX: 0010 E FLOOD ZONE' X SURVEY N0. 26847 F.I.R.M. DATE: 04/17/95 RELD DATE.' 05/02/07 BEARINGS SHOWN HEREON ARE BASED UPON TuE CENTERLINE OF KEY HAVEN DRIVE BEING 58956'00"E PER PLAT Long Surveying, Inc. ,,Specializing in Residential Surveying" LB No. 7371 101 N. Country Club Road, Suite 220 Lake Mary, FL 32746 Office 407-330-9717 or 407-330-9716 Fax 407-330-9775 W ffW. L ONGS UR VE YING. COM 4 LOT 162 LOT 143 NOTES.• 1) This surve Is based on the 1090 description as provided by the Client 2) This Surve r has not abstracted t land shown hereon for easements, rights of way or restrict s of record which may affect the title or use of the la 3) Do not rec struct property lines from 4) No foot/ng r overhan een loc ed except as ahowr 5) No Improve n utilities have been cated except as shown 6) This s vy is of valid without the signor ure and the or of raised eat or a Florida licensed . rvey and Mapper : I cc tify that this survey was made under my direction and that It meets the minimum t clinical standards set forth by the Board of Professional La d Surveyors and MapperspursuantatoOSection7472027,da Ad Flo ' anSttrative Code, Statutes. M. January 01, 2007 LAWRENCE E. SENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA,.FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2007. Our authorization is based on a January to January basis requardless of the edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. James Armstrong RX0066490 Armstrong Aluminum, Inc 2227 Mercator Dr Orlando, FL 32807 They are hereby adde,cj to my 2007 MASTERFILE LIST Should you have questions please contact me at your convenience. Sincerely, Lawrence 07-192 " Benn P:.. EL: '916644 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) H SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST �TYP_ICAL SLOPED._S.OLID ROOF -ENCLOSURE ~^ SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME \� /-� USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. tw PLANS REVILWOULawrence E. Bennett, P.E. FL # 16644 CIVIL &STRUCTURAL ENGINEERING P.O. Box 214368-, South Daytona, FI 32121 AW'"Ru C IMN Telephone #: (386) 7674774 Fax #: (386) 767-6556 Email: lebpe@ beF I (south. net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 07-192 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS LW' FOR MAX. H* UPRIGHT HEIGHT (h EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) / I— I., X 2" ! 11 MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37) WI SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 1 #12 P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) w CD � O.H. v SOLID ROOF / Ln X cr / / / w NO MAXIMUM Cn (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES LW = LOAD WIDTH VARIES NOTES: -'P' VARIES 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130140 150 #8 1 #10 1 #12 412 TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 11 13 CIVIL &STRUCTURAL ENGINEERING Lof PLANIS REVIEWW's P.O. Box 214368, South Daytona, FI 32121 SANP Telephone #: (386) 767-4774 Fax #: (386) 767-6556 p Email: lebpe@bellsouth.net �Y9lq 11RU PAGE @ COPYRIGHT 2006 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 07-192 SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 410 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. 'HROLIGH SPLINE GROOVES >IDE WALL HEADER JTACHED TO 1" x 2" OPEN SACK W/ MIN. (2)#10 x 1-1/2" >.M.S. ,IDE WALL GIRT ATTACHED TO .1x 2" OPEN BACK W/ MIN. (3) 10 x 1-112" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ^.ONCRETE W/ 1/4" x 2-1/4" :ONCRETE / MASONRY ANCHORS @ 6" FROM EACH 'OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF :ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 ` 1-4 "' I EWE D CIVIL & STRUCTURAL ENGINEERING PLA'S <tv P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax 4: (386) 767-6556 1 TY F SAN" F Email: leb pe@bel (south .net PAGE @ COPYRIGHT 2006 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 07-192 SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = V-0" SECTION 3A RISER PANELS ATTACHED PER CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1 " x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) 10 '9w 0%2= ® I Pm "IT I= ILOLawrence E. Bennett, P.E. FL # 16644 CITY 00" F SAIN"Fv" i ? [2 j" CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Tel #: (386) 7674774 Fax #: (386) 767-6556 Email: leb pe@ bel Isouth. net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 07-192 SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l a A B SINGLE SPAN CANTILEVER UNIFORM LOAD 2 SPAN SECTION 3A UNIFORM LOAD 1�11 I:=H I r � I l 1 l l A B B C C 2 SPAN SECTION 3A UNIFORM LOAD 1�11 I:=H I r � I l 1 l l A B C D UNIFORM LOAD 'I S P,4 N 4 SPAN N OTFS 1) L = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING CITY OF SANP.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774Fax #: (386) 767-6556 Email: lebpe@bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-9 07-192 I � I l l l l A B C D E 4 SPAN N OTFS 1) L = Span Length a = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition = number of supports (posts) less one. Example: If the number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING CITY OF SANP.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774Fax #: (386) 767-6556 Email: lebpe@bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-9 07-192 SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11.0 #/SF (47.1 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 8, 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. Cantilever 5 5'4" d 6'-7" d 6'-9" d 0'-11" d 5 5'-8" d 6'-11" d T-1" d 1'-0" d 6 70" d 6'-2" d 6'-4" d 0'-11" d 6 5'-4" d 6'-7" d 6'-8" d 0'-11" d 7 4'-9" d 5'-11" d T-11" b 0'-10" d 7 5'-1" d 6'-3" d 6'-4" d 0'-11" d 8 4'-7" d 5'-8" d 5'-7" b 0'-10" d 8 4'-10" d 5-11" d 6'-1" b 0'-11" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 9 4'-8" d 5'-9" d 5'-9" b 0'-10" d 10 4'-3" d 5'-2" b 4'-11" b 0'-9" d 10 4'f" d 5'-6" d 5'-5" b 0'-10" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 11 4'-4" d 5'-4" d 5'-2" b 0'-10" d 12 T-11" d 4'-8" b 4'-7" b 0'-9" d 12 4'-3" d 5'-2" b 4'-11" b 0--9'- '-9"3" 3"x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 8,2 Span 3 Span 4 Span Max. Cantilever Load Max. Span Vi (bending 'b' or deflection 'd') Width (ft.) 1 8t 2 Span 3 Span 4 Span Max. Cantilever 5 6'-0" d T-5" d 7'-7" d 1'-1" d 5 6'-9" d 8'-5" d 8'-7" d 1'4" d 6 5'-8" d T-0" d T-2" d 1'-0" d 6 6'-5" d T-11" d 8'-0" d 1'-2" d 7 5'-5" d 6'-8" d 6'-10" d 0'-11" d 7 6'-1" d T-6" d 7'-8" d 1'-1" d 8 5'-2" d 6'4" d 6'-5" b 0'-11 " d 8 5'-10" d T-2" d T-4" d 1'-1 " d 9 4'-11" d 1 6'-2" d 6-1" b 0'-11" d 9 5'-7" d 6'-11" d T-0" d 1'-0" d 10 4'-9" d 5-11" d 5'-9" b 0'-10" d 10 5'-5" d 6'-8" d 6'-9" b 0'-11" d 11 4'$" d 5'-8" b 5'-6" b 0'-10" d 11 5'-3" d 6'-5" d 6'-5" b 0'-11" d 12 4'-6" d 5'-5" b 5-3" b 0'-10" d 12 5-1" d 6'-3" d 6-2" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 1 8,2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 8 2 Span 3 Span 4 Span Max. Cantilever 5 7'-6" d 9'-3" d 9'-5" d 1'-4" d 5 9'-8" d 11'-11" d 12'-2" b 1'-9" d 6 T-0" d 8'-8" d 8'-8" b 1'-3" d 6 T-1" d 11'-3" d 11'-1" b 1'-8" d 7 6'-8" d 8'-3" d 8'-1" b 1'-3" d 7 8'-8" d 10'-8" b 10'-3" b 1'-7" d 8 6'-5" d T-9" b T-6" b 1'-2" d 8 8'-3" d 9'-11" b 9'-7" b 1'-6" d 9 w„ T-4" b T-1" b 1'-1" d 9 T-11" d 9'-5' b 9,-1„ b 1'-5" d 10 5 "S: d, '-11" b 6'4" b 1'-1" d 10 T-8" d 8'-11" b 8'-7" b 1'-5" d 6'-8" b 6' 5" b 1'-1" d 11 T-5" d 8'-6" b T-2" b 1'-4" d 12 5'-7" d 6'-4" b 6'-2" b 1'-0" d 12 T-3" d 8'-1" b T-10" b 1'4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. r m� ��i ®,u I- �' Lawrence E. Bennett, P.E. FL # 16644 AzIllb, F% CIVIL & STRUCTURAL ENGINEERING ff P.O. Box 214368, South Daytona, FI 32121 W Lj E ) ,,F SANF Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@ bel (south. net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-11 07-192 L Table 3A.1.3-110 Allowable Beam Spans for Miscellaneous Framing Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11.0 #ISF Aluminum Allov 6063 T-6 Hollow and Single Self -Mating Beams 2'-0" 1 3'-0" 1 4'-0" Tributary Load Width 5'-0" 1 6'-0" 1 7'-0" 1 8'-0" 1 10'.0" 1 12'-0" Allowable Span 'L' I bending 'b' or deflection 'd' 14'-0" 1 16'-0" 18'-0" 2" x 4" x 0.050" Hollow 13'-2" d 11'-6" d 10'-5" d 9'-8" d 9'-1" d 8'-8" d 8'-3" d T-8" d 7'-3" d 6-9" b 6'-4" b 5'-11" b 2" x 5" x 0.062" Hollow 16'-11" d 14'-10" d 13'-6" d 12'-6" d 11'-9" d 11'-2" d 10'-8" d 9'-11" d 9'-4" d 8'-10" b 8'-3" b 7'-9" b 2" x 4" x 0.046" x 0.100" 14'-8" d 12'-10" d 11'-8" d 10'-10" d 10'-2" d 9'-8" d 9'-2" b 8'-2" b 7'-6" b 6'-11" b 6'-6" b 6'-1" b 2" x 5" x 0.050" x 0.100" 18'-2" d 15-11" d 14'-5" d 13'-5" d 12'-7" d 11'-11" d 11'-3" b 10'-1" b 9'-2" b 8'-6" b 7'-11" b 7'-6" b 2" x 6" x 0.050" x 0.120" 21'-4" d 18'-7" d 16'-11" d 15'-8" d 14'-6" b 13'-5" b 12'-7" b 11'-3" b 10'-3" b 9'-6" b 8'-11" b 8'-5" b 2" x 7" x 0.055" x 0.120" 24'-3" d 21'-2" d 19'-3" d 17'-3" b 15'-9" b 14'-7" b 13'-8" b 12'-2" b 11'-2" b 10'-4" b 9'-8" b 9'-1" b 2" x 8" x 0.072" x 0.224" 30'-1" d 26'-3" d 23'-10" d 22'-2" dl 20'-10" d 19'-10" d 18'-11" d 17'-7" d 16'-7" d 15'-4" b 14'-4" b 116"2" x 9" x 0.072" x 0.224" 32'-11" d 28'-10" d 26'-2" d 24'-4" d 22'-10" d 21'-9" d 20-9" d 19'-0.b 17'-4" b 16'-1" b 15'-1" b 12" x 9" x 0.082" x 0.306" 34'-2" d 29'-10" d 27'-2" d 25'-2" d 23'-8" d 22'-6" d 21'-6" d 19'-11" d 18'-10" d 17'-10" d 17'-1" d 12" x 10" z 0.092" z 0.369" 41'-1" d 35'-11" d .32'-8" d 30' 4" d 28' 6" d 27'-1" d 25'-11" d 24'-1" d 22'-8" d 21'-6" d 20'-7" d 1 Double Self -Mating Beams 2'-6" 1 3'-0" 1 3'-6" 1 Tributary Load Width 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Span 'L' I bending 'b' or deflection 'd' 7'-0" 1 7'-6" 1 8'-0" 2" x 8" x 0.072" x 0.224" 37'-10"d 33'-1" d 30'-1" d 27'-11"d 26-3" d 24'-11"d 23'-10"d 22'-2" d 20'-10"d 19'-10"d 18'-11"d 18'-2" d 2" x 9" x 0.072" x 0.224" 41'-7" d 36'-4" d 32'-11" d 30'-7" d 28'-10" d 27'4" d 26'-2" d 24'4" d 22'-10" d 21'-9" d 20'-9" d 19'-11" d 2" x 9" x 0.082" x 0.306" 1 44'-3" d 38'-8" d 35-1" d 32'-7" d 30'-8" d 29'-1" d 27'-10" d 25'-10" d 24'-4" d 1 23'-1" d 22'-1" d 21'-3" d 2" x 10" x 0.092" x 0.369" 1 51'-10" d 45-3" d 41'-1" d 38'-2" d 35-11" d 34'-1" d 32'-8" d 30'4" d 28'-6" d 27'-1" d 25'-11" d 24'-11" d Note: 1. it is recommended that the engineer be consulted on any miscellaneous framing beam that spans more than 40' 2. Spans are based on 110 M.P.H. wind load plus dead load for framing. 3. Span is measured from center of connection to fascia or wall connection. 4. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 5. Spans may be interpolated. 0 X M M Z 0 f" n 90 Z r. O F ('n V/ M 0 O Z f�1 D SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind oust at 110 MPH velocity: usina design Innd of 13 n AIRF Sections 3'-0" 1 3'-6" 1 Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 5'-0" 1 5'-6" 6'-0" 1 6'-6" 1 llowable Height 'H' I bending 'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 6'-5" b 5'-11" b 3" b 4'-11" b 4'-9" b 4'-6" b 4'-4" b 4'-2" b 4'-1" b 2" x 2" x 0.055" Hollow 7'-4" b 6'-9" b, `6'=4 :,l5. 5'-11" b 5'-8" b 5'-5" b 5'-2" b 4'-11" b 4'-10" b 4'-8" b 3" x 2" x 0.045" Hollow 7'-9" b T-2" b 6'-8" b 6'-4" b 5'=11" b 5'-9" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b 3" x 2" x 0.070" Hollow 11'-9" b 10'-10" b 10'-2" b 9'-7" b 9'-1" b 8'-8" b 8'-3" b T-11" b T-8" b T-5" b 2" x 3" x 0.045" Hollow 8'-4" b T-8" b T-2" b 6'-9" b 6'-5" b 6'-2" b 5'-10" b 5'-8" b 5'-5" b 5'-3" b 2" x 4" x 0.050" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-1" b 7'-8" b T-4" b 7'-1" b 6'-10" b 6'-7" b 2" x 5" x 0.062" Hollow 14'-7" b 13'-6" b 12'-8" b 11'-11" 6 11' 4" bN6'-8 ',,b 9'-5" b 9'-11" b 9'-7" b 9'-3" b 2" x 4" x 0.046" S.M.B. 13'-8" b 12'-8" b 11'-10" b 1 1'-2" b 10'-7" b f , - fa �3" L: � 9'-3" b 8'-11" b 8'-8" b 2" x 5" x 0.050" S.M.B. 17'-4" b '16'-0" b 14'-11" b 14'-2" b 13'-5" biT 13'-11" b " 3"'"b 11'-9" b 11'-4" b 10'-11" b 2" x 6" x 0.050" S.M.B. 19'-4" b 17'-11" b 16'-9" b 15'-10" b 15'-0" b" b 13'-8" b 13'-2" b 12'-8" b 12'-3"2" x 2" x 0.044" Snap T-7" b T-1" b 6'-7" b 6'-3" b 5'-11" b" b 5'-5" b 5'-2" b 4'-11" b 4'-10" b 2" x 3" x 0.045" Snap 9'-3" b 8'-7" b T-11" b T-7" b 7'-2" b0" b 6'-6" b 6'-3" b 6'-1" b 5-10" b 2" x 4" x 0.045" Snap 10'-10" b 10'-1" b 9'-5" b 8'-10" b 8'-5" b" b T-8" b 7'-5" b T' 1" b 6'-10" b 3" x 3" x 0.045" Fluted 7'-4" b 6'-10" b 6'-4" b 6'-0" b 5'-8" b" b 5'-2" b 4'-11" b 4'-10" b 4'-8" b 3" x 3" x 0.060" Square 9'-0" b 8-4" b T-10" b T-5" b 6'-11" b" b 6'-5" b 6'-2" b 5'-11" b 5'-9"3" x 3" x 0.093" Square 13'-2"b12'-3" b 11'-5" b 10'-9" b 10'-3" b" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 3"x 3"x0.125" Square 18'-10" b 17'-6" b 16'-4" b 15'-5" b 14'-7" b1" b 13'-4" b 12'-10" b 12'-4" b 11'-11" b 4" x 4" x 0.125" Square 20'-5" b 18'-11" b 17'-8" b 16'-8" b 15'-10" b1" b 14'-5" b 13'-10" b 13'-4" b 12'-11" b ror s second wma oust at 1ZU MPM velocity: usina desian load of 15.0 #ISF Sections 3'-0" 1 3'-0" 1 Tributary Load Width 'W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H'I bending 'b' or deflection 'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 5'-11" b 5'-6" b 5'-2" b 4'-10" b 4'-7" b 4'-5" b 4'-3" b 4'-1" b 3'-11" b T-9" b 2" x 2" x 0.055" Hollow 6-10" b 6'-4" b 5'-11" b 5'-7" b 5'-3" b 5'-0" b 4'-10" b 4'-8" b 4'-6" b 4'-4" b 3" x 2" x 0.045" Hollow 7'-2" b 6'-8" b 6-3" b 5'-11" b 5'-7" b 5'-4" b 5'-1" b 4'-11" b 4'-9" b 4'-7" b 3" x 2" x 0.070" Hollow 10'-11" b 10'-1" b 9'-5" b 8'-11" b 8'-5" b 8'-1" b T-9" b 7'-5" b T-2" b 6'-11" b 2" x 3" x 0.045" Hollow T-9" b T-2" b 6'-8" b 6'-4" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-1" b 4'-11" b 2" x 4" x 0.050" Hollow 9'-8" b 8'-11" b 8'-4" b 7'-11" b 7'-6" b 7'-2" b 6'-10" b 6'-7" b 64" b 6'-1" b 2" x 4" x 0.046" S.M.B. 12'-8" b 11'-9" b 11'-0" b 10'-4" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'4" b 8'-0" b 2" x 5" x 0.062" Hollow 13'-7" b 12'-7" b 11'-9" b 11'-1" b 10'-6" b 10'-0" b 9'-7" b 9'-3" b 8'-11" b 8'-7" b 2" x 5" x 0.050" S.M.B. 16-1" b 14'-11" b 13'-11" b 13'-2" b 12'-0" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-2" b 2" x 6" x 0.050" S.M.B. 18'-0" b 16'-8" b 15'-7" b 14'-9" b 13'-11" b 13'-4" b 12'-9" b 12'-3" 77 b 11'-5" b 2" x 2" x 0.044" Snap. T-1" b 6-7" b 6'-2" b 5'-9" b 5'-6" b 5'-3" b 5'-0" b 4'-10" b 4'4" b 4'-6" b 2" x 3" x 0.045" Snap 8'-7" b 7'-11" b T-5" b 7'-0" b 6'-8" b 6'-4" b 6'-1" b 5-10" b 5'-8" b 5'-5" b 2" x 4" x 0.045" Snap 10'-1" . b 9'-4" b 8'-9" b 8'-3" b T-10" b 7'-6" b T-2" b 6'-10" b 6'-7" b 6'-5" b 3" x 3" x 0.045" Fluted 6-10" b 6'-4" b 5'-11" b 5'-7" b 5'-4" b 5'-1" b 4'-10" b 4'78" b 4'-6" b 4'-4" b 3" x 3" x 0.060" Square 8'-5" b T-9" b T-3" b 6'-10" b 6'-6" b. 6'-3" b 5'-11" b 5'-9" b 5'-6" bj7- " b 3" x 3" x 0.093" Square 12'-3" b 11'-4" b 10'-8" b 10'-0" b 9'-6" b 9'-1" b 8'-8" b 8'-4" b 8'-0" b" b 3" x 3" x 0.125" Square 17'-7" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b" b 4" x 4" x 0.125" Square 19'-0" b 17'-7" b 16'-6" b 15'-6" b 14'-9" b 14'-0" b 13'-5" b 12'-11" b 12'-5" b" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. O% Lawrence E. Bennett, P.E. FL # 16644 LAN.S REVIEWE CIVIL & STRUCTURAL ENGINEERING 19ftM= sAN r I P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 CITY ut FEmail: lebpe@bellsouth.net © COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-25 07-192 0 Z ° 0 Table 3A.3 Schedule of Post to Beam Size o Aluminum Alloy 6063 T-6 00 0 -=i # Thru-Bolts o Beam Size Minimum Alternate @ L=D"1'2 Minimum Min. # Knee Min. Stiching o' Post Size Post Size 1/4"o 3/8"o Knee Brace* Brace Screws Screws @ 24" o.c. � 2" x 4" x 0.050" Hollow 3" x 3" x 0.060" 2" x 3" x 0.050"*** 2 2" x 3" x 0.050" (3) #8 #8 o Self Mating Beams 0 2" x 4" x 0.040" x 0.100" 3" x 3"x 0.060" 2" x 3" x 0.050"*** 2 2" x 3" x 0.050" (3) #8 #8 z ;0 0 2" x 5" x 0.050" x 0.100" 3" x 3" x 0.060" 2`'x 3" x 0.050'- 2 2" x 3" x 0.050" (3) #8 #8 M m 2" x 6" x 0.050" x 0.120" 3" x 3" x 0.060" 2" x 3" x 0.050" 2 - 2" x 3" x 0.050" (3) #10 #10 i11 Z 2" x 7" x 0.055" x 0.120" 3" x 3" x 0.060" 2" x 3" x 0.050" 2 2 2" x 3" x 0.050" (3) #10 #10 ° z 2" x 7" x 0.055" w/ insert 3" x 3" x 0.093" 2" x 3" x 0.050" 2 2 2" x 3" x 0.050" (3) #10 #10 2" x 8" x 0.072" x 0.224" 3" x 3" x 0.093" 2" x 4" x 0.050" 3 2 2" x 4" x 0.050" (3) #12 #12 _ 2" x 9" x 0.072" x 0.224" 3" x 3" x 0.093" 2"x 5" x 0.050" x 0.100" 3 3 2" x 5" x 0.050" x 0.100" (3) #14 #14- 2" x 9" x 0.082" x 0.306" 3" x 3" x 0.125"2" x 6" x 0.050" x 0.120" 4 3 2" x 6" x 0.050" x 0.120" (4) #14 #14** (� ° c (� 2" x 10" x 0.092" x 0.369" 2" x 4" x 0.038" X 0.100" 2" x 7" x 0.055" x 0.120" 5 4 2" x 7" x 0.055" x 0.120" 1 (6) #14 #14** Double Self Mating Beams m 90 (2) 2" x 8" x 0.072" 0.224" 2" 5" 0.050" 0.100' 4" 4" 0.125" x x x x x x 1 6--r-4 2" x 4" x 0.044" x 0.100" 1 (8) #12 #12 A C (2) 2" x 9" x 0.072" x 0.224" 2" x 6" x 0.050" x 0.120' 4" x 4" x 0.125" 6 4 2" x 6" x 0.050" x 0.120" (8) #14 #14** m (2) 2" x 9" x 0.082" x 0.306" 2" x 7" x 0.055" x 0.120' 4" x 4" x 0.125" 8 6 2" x 6" x 0.050" x 0.120" 1 (8) #14 #14** z (2) 2" x 10" x 0.092" x 0.369" 2" x 8" x 0.072" x 0.224' 4" x 4" x 0.125" 10 8 1 2" x 7" x 0.055" x 0.120" 1 (101#14 #14* i The minimum number of thru bolts is (2) I- * Minimum post / beam may be used as minimum knee brace O ** o Decrease spacing to 16" o.c. Knee Brace Min. Length Max Lencith O Z ° C7 ** or 2" x 3" x 0.045" 2" x 2" x 0.044" 1' 4" 2'-0" k mCn 2" x 2" x 0.055• 1'4" 2'-0" r` C7 2" x 2" x 0.093" 1'4" 2'-0" m z 2" x 3" x 0.050" 1'-6" 2'-6" m # w C/) m 2" x 4" x 0.050" 1'-6" 3'-0" m 3 ^ d. m rn A C W - - -- - - - -- --- ---- - @) V C N \V O O T � x o # m 17- �. - n n to w m rn Z 4 D SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 1/4" x 6" RAWL TAPPER ALUMINUM FRAME SCREEN THROUGH 1" x 2" AND ROW WALL LOCK INTO FIRST COURSE OF BRICKS ROW LOCK ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 1" PER FT. MAX. FOR 3-1/2" (TYP (1) #5 BAR CONT. 2'-0" MIN. ALL SLABS) - BEFORE SLOPE 0 /'7777 wX/% 8" TYPEI TYPEII FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" 112" 2" / 12" - V-10" 2" MIN. (2) #5 BAR CONT. 77 77 7 7 12" TYPE III STEEP SLOPE FOOTING > 1'-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 16'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 3,000 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForceTm e3TM (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. All slabs shall be allowed to cure 7 days before installing anchors. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. FL # 16644IJ CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 CITY 0 Telephone 4: (386) 767-4774 Fax #: (386) 767-6556 Email: le bpe@bel Isouth.net %%'NF SAN't"'A PAGE @ COPYRIGHT 2006 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 07-192 SOLID ROOF PANEL PRODUCTS ( SECTION 7 INDUSTRY STANDARD ROOF PANELS 1 W 12.00" �. 12" WIDE x VARIOUS HEIGHT RISER ROOF PANEL SCALE: 3" = V-0" 0 0 cri 12.00" k 12" WIDE x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3" = T-0" W 12.00" k CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3" = V-0" ALUMINUM SKIN TABLES F�:: , E.P.S. CORE W F— Z a- .. ¢W CL o SIDE CONNECTIONS VARY (DO NOT AFFECT SPANS) COMPOSITE ROOF PANEL [INDUSTRY STANDARD SCALE: 3" = V-0" PLAk 1 Ns IREVIEWEJ) Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box , South Daytona, FI 32121 Telephone #: (386)86) 76 767774 Fax #: (366) 767-6556 16 UITY F SAN F %0% � I U Email: lebpe@ bel (south.net © COPYRIGHT2006 I PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 7-1 07-192 SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE.- (2) SE:(2) 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 12" O.C. FOR WOOD USE: #14 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS w�. z a:.... I ROOF PANEL ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" EXISTING FASCIA #14 x 1/2" WAFER HEADED S.M.S. SPACED @ 12" O.C. J = LIJ M— z 0- w '. d o FLOOR'PANEL ROOF OR FLOOR PANEL TO WALL DETAIL SCALE: 3" = V-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 140 1 150 #8 1 #10 #12 1#12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE 7-4 07-192 @ COPYRIGHT 2006 t� F NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. i Wind (5 IPF -IAN Overhang Zone MPH 182 s anlload* 3 s an/load* 4 s an/load* 182 s anlload* 3 s anlload* 4 s anlload* 182 s an/load* 3 s anlload* 4 s an/load* Cantilever 100 22'-2" 13 24'-9" 13 23'-11" 13 19'-2" 17 21'-5" 17 20'-9" 17 16'-6" 18'-5" 15'-8" Table 7.2.1 Elite Aluminum 4'-0" Corporation 110 Roof Panels Allowable Spans and Design / Applied Loads* (#/SF) 19'-10" 14 15'-11" p 0 18 17'-2" 18 Manufacturers' Proprietary Products: Statewide Product Approval #FL1049 32 12'-10" 32 4'-0" 55 120 16'-7" 17 18'-7" 17 17'-11" 17 z 27 16'-1" Q 3" x 48" x 0.024" Panels Aluminum 12'-1" Alloy 3105 11'-8" H-14 or H-25 1.0 EPS Core Density Foam 18'-1" 17 17'-5" 17 12'-8" 28 15'-8" 23 15'-1" 23 o CU 41 11'-10" v 11'-5" - Wind Open Structures 130 Mono -Sloped Roof 20 Screen Rooms &Attached 31 Covers 31 Glass 8 Modular Rooms 51 Enclosed 45 Overhang 45 3'-10" m y 12'-11" a a' 23 15'-4" Zone 182 3 4 182 3 4 182 3 4 Cantilever m � N o 12'-7" 36 12'-2" MPH s anlload* 51 s an/load* 45 s anlload* 45 s anlload* 89 s an/load* 12'-11" s an/load* 15'-11" s an/load* 15'-4" s an/load* 11'-3" s an/load* 30 36 12'-2" 36 8'-9" 0 10'-4" 53 9'-6" 59 3'-7" 100 18'-10" 13 21'-1" 13 20'-5" 13 16'-4" 17 18'-3" 17 17'-8" 17 12'-11-'127 150 12'-0" 32 13'-5" 32 12'-11" 32 10'-5" 42 34 42 11'-3" 42 8'-2" 68 9'-2" 68 8'-10" 6S 3'�" 102 0 C m Ill o CD _ to O _ Cnn �„ D o ��� a o o o Ez 3" x 48" x 0.030" Panels Aluminum Allo 3105 H-14 or H-25 1.0 EPS Core DensityFoam z m z O v 0 o a Z�1 A O G � x T S 2 ^ - 0 3 o C CO W cnw� A W -� Z _ A rM r. A w O 2 WX M z Q m O 4" x 48" x 0.024" Panels Aluminum Allo 3105 H-14 or H-25 1.0 EPS Core DensityFoam C 0 o � � o V) D CD C7 A M z � M ° m m m ° co 3 w z z w CD m rn b' ~ 4" x 48" x 0.030" Panels Aluminum Allo 3105 H-14 or H-25 1.0 EPS Core DensityFoam ,-Cs m m o° c w I s K ^W TI °� M n 0 m Z p WZ Note: Total roof panel width = room width + wall width + overhang. *Design or applied load based on the affective area of the panel v Wind Oen Structures Mono-Slo ed Roof Screen Rooms &Attached Covers Glass 8 Modular Rooms Enclosed Overhang Zone MPH 182 s anlload* 3 s an/load* 4 s an/load* 182 s anlload* 3 s anlload* 4 s anlload* 182 s an/load* 3 s anlload* 4 s an/load* Cantilever 100 22'-2" 13 24'-9" 13 23'-11" 13 19'-2" 17 21'-5" 17 20'-9" 17 16'-6" 18'-5" 15'-8" 23 15'-2" 23 4'-0" 45 110 18'-4" 14 20'-6" 14 19'-10" 14 15'-11" 18 17'-9" 18 17'-2" 18 11'-11" 32 13'-4" 32 12'-10" 32 4'-0" 55 120 16'-7" 17 18'-7" 17 17'-11" 17 12'-11" 27 16'-1" 22 15'-6" 22 10'-9" 39 12'-1" 39 11'-8" 39 4'-0" 65 123 16'-2" 17 18'-1" 17 17'-5" 17 12'-8" 28 15'-8" 23 15'-1" 23 10'-7" 41 11'-10" 41 11'-5" 41 4'-0" 69 130 15'-3" 20 1T-1" 20 16'-6" 20 12'-1" 31 13'-6" 31 13'-1" 31 9'-5" 51 11'-3" 45 10'-10" 45 3'-10" 77 140-1 12'-11" 27 15'-11" 23 15'-4" 23 11'-3" 36 12'-7" 36 12'-2" 36 9'-5" 51 11'-3" 45 10'-10" 45 3'-7" 89 140-2 12'-11" 27 15'-11" 23 15'-4" 23 11'-3" 36 30 36 12'-2" 36 8'-9" 59 10'-4" 53 9'-6" 59 3'-7" 89 150 12'-0" 32 13'-5" 32 12'-11" 32 10'-5" 42 34 42 11'-3" 42 8'-2" 68 9'-2" 68 8'-10" 6S 3'�" 102 Wind Oen Structures Mono-Slo ed Roof Screen Rooms &Attached Covers Glass 8 Modular Rooms Enclosed Overhang Zone MPH 182 s anlload* 3 s an/load* 4 s an/load* 182 s anlload* 3 s anlload* 4 s anlload* 182 s an/load* 3 s anlload* 4 s an/load* Cantilever 100 22'-2" 13 24'-9" 13 23'-11" 13 19'-2" 17 21'-5" 17 20'-9" 17 16'-6" 23 18'-5" 23 17'-10" 23 4'-0" 45 110 21'-6" 14 24'-1" 14 23'-3" 14 18'-8" 18 20'-10" 18 20'-2" 18 15'-3" 27 17'-0" 27 16'-5" 27 4'-0" 55 120 19'-6" 17 21'-9" 17 21'-0" 17 16'-10" 22 18'-10" 22 18'-2" 22 12'-8" 39 15'-7" 32 15'-1" 32 4'-0" 65 123 18'-11" 17 21'-2" 17 20'-6" 17 16'-5". 23 18'-4" 23 17'-9" 23 12'-5" 41 15'-2" 34 13'-4" 41 4'-0" 69 130 17'-11" 20 20'-0" 20 19'-4" 20 15'-6" 26 17'-4" 26 16'-9" 26 11'-9" 45 13'-2" 45 12'-9" 45 4'-0" 77 140-1 16'-8" 23 18'-S" 23 18'-0" 23 13'-2" 36 16'-2" 30=1 5'-7" 30 11'-9" 45 13'-2" 45 12'-9" 45_ 4'-0" 89 140-2 16'-8" 23 18'-8" 23 18'-0" 23 13'-2" 36 16'-2" 30 15'-7" 30 10'-10" 53 12'-2" 53 11'-9" 53 4'-0" 89 150 15'-8" 26 17'-6" 26 16'-11" 26 12'-2" 42 15'-2" 34 13'-2" 42 9'-7" 68 11'-5" 60 11'-0" 60 3'-11" 102 Wind 41 Oen Structures Mono-Slo ed Roof tached Covers Screen Rooms &Atgoo Glass 8 Modular Rooms Enclosed Overhang Zone MPH 182 span/load* 3 span/load* 4 span/load* 182 span/load* 3 span/load* 4 span/load* 182 span/load* 3 span/load* 4 span/load* Cantilever 100 20'-8" 13 23'-2" 13 22'-4" 13 17'-11" 17 20'-1" 17 19'-4" 17 15'-5" 23 17'-3" 23 16'-8" 23 4'-0" 45 110 20'-1" 14 22'-6" 14 21'-9" 14 1T-5" 18 19'-6" 18 18'-10" 18 13'-1" 32 15'-11" 27 15'x" 27 4'-0" 55 120 18'-2" 17 20'-4" 17 19'-8" 17 15'-9" 22 17'-7" 22 17'-0" 22 11'-10" 39 13'-3" 39 12'-9" 39 4'-0" 65 123 17'-9" 17 19'-10" 17 19'-2" 17 15'-4" 23 17'-2" 23 16'-7" 23 11'-7" 41 12'-11" 41 12'-6" 41 4'-0" 69 130 16'-9" 20 18'-9" 20 18'-1" 20 13'-3" , 31 16'-2" 26 15'-8" 26 11'-0" 45 12'-4" 45 11'-11" 45 4'-0" 77 140-1 15'-7" 23 1T-5" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-4" 36 11'-0" 45 12'-4" 45 11'-11'' 45 3'-11" 89 140-2 15'-7" 23 17'-5" 23 16'-10" 23 12'-4" 36 15'-1" 30 13'-4" 36 9'-7" 59 11'-4" 53 10'-11" 53 3'-11" 89 150 13'-2" 32 16'-4" 26 15'-10" 26 11'-5" 42 60 42 12'-4" 42 8'-T1" 68 10'-8" 60 10'x" 60 3'-8" 102 Wind Oen Structures Mono-Slo ed Roof Screen Rooms &Attached Covers Glass 8 Modular Rooms Enclosed Overhang Zone MPH 182 s anlload* 3 s an/load* 4 s anlload 182 s an/load* 3 s an/load* 4 s an/load* 182 span/[ oad* 3 s an/load* 4 s an/load* Cantilever 100 23' 10" 13 26'-8" 13 13 "�' ,,; 17 23'-1" 17 22'-4' 17 17'-9" 23 19'-10" 23 19'-2" 23 4'-0" 45 110 23'-2" 14 25'-11" 14 14� � �8 22'-5" 18 21'-8' 18 16'-5' 27 18'-4" 27 1 T-9" 27 4'-0" 55 120 20'-11" 17 23'-5" 17 17 22 20'-4" 22 19'-7" 22 15'-1" 32 16'-10" 32 16'-3" 32 4'-0" 65- 123 20'-5" 17 22'-10" 17 120'-10" 17 17'-8" 23 19'-9" 23 19'-1" 23 13'-4" 41 16'-5" 34 15'-10" 34 4'-0" 69 130 19'-4" 20 21'-7" 20 2016'-8"2618'-8"2618'-1"2612'-8"45 15'-5" 3813'-9"45 140-117'-11" 2320'-1" 23'-7" 3017'-5"3016'-10"3012'-8"45 15'-5"3813'-9"45 "02 140-217'-11" 2320'-1" 23 7"3017'5"3016'-10"3011'-8"5313'-1"5312'-8"53150 16'-10"2618'-10"26 42 16'-4" 3434 10'-11"- 60 12'x" 60 11'-11" 60 Design Check List for Screen / Vinyl Room (Page 1 of 2) I. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Supp,, ents, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure B' `' , or'C'O or'D'II; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or MPH for 3 second wind gust velocity load; Basic Wind Pressure 14 ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A -ii: a. "B" exposure = 11 PSF for Roofs & 13 PSF for Walls b. "C" exposure = PSF for Roofs & PSF for Walls c. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A -C on page 3iii. II. Host Structure Adequacy Statement: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. Phone: Contractor / Auth e p* Name (pi print) ' n Date: Contractor / Authorized Rep* Signature Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Y A. Project name & address on plans ....... �No`'� B. Site plan or survey with enclosure location `. C. Contractor's / Designer's name, address, phone number, & signature on plans D. Site exposure form completed E. Proposed project layout drawing @ 1/8" or 1/10" 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 ..... 09 3. Beam span, spacing, & size . 0 (Select beam size from appropriate 3A.1 series tables) 4. Upright height, spacing, & size .. .... , (Select uprights from appropriate 3A.2 series tables) (Check Table 3A.3 for minimum upright size) 5. Chair rail or girls size, length, & spacing . .. .. E -- 0 (Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size . . .. ...... ...... (Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Structures Design Manual: Yes,., No A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate M Section 3A tables used: 3A.2.1 Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and/or "C" or "D" Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH @' MPH 0.00 (b or d) x 1Q.00 (b or d) x 1.040 (b or d) = N/A --EVIEWED Wind Zone Multiplier ** I L s *m * Must have ** attended Engineer's Continuing Educationion Claswithin the pst yearss Appropriate multiplier from page 3A -ii and page 3A -iii. b7 CITY 07-192 Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........... ................ (Tables 3A.2.1, 3A.2.2, or 3A.2.3) 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 N/A Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH @ MPH 0.00 (b or d) x 1.00 (b or d) x 1 00 (b or d) = N/A Wind Zone Multiplier ** - I Exposure Multiplier ** ** Appropriate multiplier from page 3A -ii and 3A -iii b-8 07-192 Ye No C. Table 3A.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. U -clip, angles and/or sole plate to deck E. Foundation detail type &size Notes: ** Appropriate multiplier from page 3A -ii and 3A -iii b-8 07-192 SITE EXPOSURE EVALUATION FORM I I I QUADRANTI 1500' I EXPOSURE B I I I I 1500' 600 QUADRANT IV140' I QUADRANT II EXPOSURE B 600' 600' EXPOSURE B I I 40' I I 600' 1500' - - - - I I I I I I QUADRANT III 1500' EXPOSURE B I I � I L- -- -- -- -- -- -- -- -- -- -- --.J NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1" = 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS'B','C', OR'D' EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE D: FLAT, UNOBSTRUCTED AREAS THAT ARE 1,500 FT INLAND FROM THE SHORE LINE AND ARE EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. m SITE IS EXPOSU B EVALUATED BY: SFE: C NEW SIGNATURE: LICENSE F SANF .Rr% b-14 CITY 07-192 0-k� THIS INSTRUMENT PREPARED BY: ADDRESS: �� l K - SEA00iE CoU>`7Y f10Rlfl:l :5 \Ai'I.!NAl f11C)If,:f NOTICE OF COMMENCEMENT State of Florida Permit No. Building & Fire Inspection. 1101 East 1 St Stree Sanford, FL 3277 County of Seminole ` Tax Folio No. (PID) -aQ - i - I " C i Oc -1010 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the T' i (n GENERAL DESCRIPTION OF IMPROVEMENT X +i and street address) 111111141111111 W alit lit A It 111110 1181 I"11 Illi i 11 M733' F 11734 t4 CLE PIK" S 20074.')91016 OWNER INFORMATION RI�(;IIROL7 06Ab '10�LX17 09-027t31 A Name and addressiron 0. i ,. ._ a kp� ( Cr-, r: i_r�� Ir v T-&�h11 i �EttIll,ittl f:rt : Interest in property (Fee Si etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN CONTRACTOR Name and address SURETY (Bonding Company) Name and address Amount of Bond LENDER Name and address kern Of CIRCUIT U ca:-+D� IV cm, HE t-2007 *********************************************************************************************** Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and address *********************************************************************************************** persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7.,Florida Statutes: Name and address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recordin unl ss eren date is specified.) a of Owner 12 Sworn to and subscribed before me this I Day of<J�INP� , 27 My Con ssion Expires:Dec, l9,ZA77,nP Julia L. Bowman All My Commission DD267717 Notary Public 'INT/ Expires December 19, 2007 The foregoing instrument was #Qknowledged before me this ' -�* day of3 W\t ,21 `1 by p 1 Wit; G ✓C�oi(Name of person acknowledged), who is personally known to me who rodu >✓� OL 34b- `1 (03-3'0.0 (Type of identification), as identification and who did/did not take an oath. Jun 07 07 08:47a Elase Front Desk 01 - 407-333-3141 p.2 CELERY KEY HOMEOWNERS ASSOCIATON INC, TO: HCME0'WWER FROM: ARCHITECTURAL CONTROL COMNU= SUBJECT: PROPOSAL. REQUEST DATE: 6/6/2007 Thank you for your recent proposal request to the ARCHITECTURAL CONTROL COMMITTEE. The committee was voted and approved by the CELERYKTYH0ME0TrNERSBOARD OFDIRECTORs. The committee has reviewed your request and signed the Proposal Form. Please review the following Proposal Form and the outcome. Specifically, pay close attention to the determination with any comments/ suggestions by the committee, or any incomplete details the committee needs to make a determination. The committee follows the same covenants and rules given to each homeowner as a guideline. Working with you the homeowner and the CELERYKEY BOARD OFDIRECTORS,we will continue to keep Celery Key a signature community. We are returning your Proposal bequest and any other information submitted to us. We have also kept a copy of your request and the determination for HOA/ACC records. Sincerely, Jrey A. Richards, Ciaz erson Celery Key Horneowvers Asso�7ation Inc: The Arrhateaural Control Cornmrtlee.