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HomeMy WebLinkAbout154 Clear Lake Cir - 08-001144 (2008) SCREEN ROOMCITY OF SANFORD PERMIT APPLICATION' 3Sa-d3 c-- 1 oS y,. Application # :% Submittal Date: q Job Address: /J-7UG/Aqx_ L,C; C G/e- Value of Work: SXA 7 J 1 00 Parcel ID: Oa - VQ - 20 ',S J ' 06000 'd /fO Zoning: Historic District: Description of Work: _fcxe a'--) dd/«' 5 20 X / 7 ' Square Footage: 31.. IQ AtT sRp PermitType: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service -# of AMPS Addition/Alteration Change of Service Temporary Pol. Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) 2008 Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets Plumbing Repair -Residential Commercial Occupancy Type: Residential 1 ( Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: _ Flood Zone: (FEMA form required ) Property Owner: nJ 7 Contractor: 4/ A-mo Mort Address: S o& /A Address: 3. 2 '7 S D coeye.. r.14 t s A 3 . / Phone: 0?/-.W -mail: Phone: 6 • ,Tr tate License Number: e'4 406z Bonding Company: Mortgage Lender: Address ArchiteefEng Address: Phone: -& G - 74,L Address: . c) —4 ,D -JA I F•aax7Plan Review Contact Person: Phone: )CO%/iax: 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. 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 regulating 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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 a e to this this county, and there may be additional permits required from other governmental entitieyfuch as water man Acceptance, of permit is verification that I will notify the owner of Si i atu $ o' Owner/ nt Date Pri t Owner/Agent Name A If - 0 S $nature of Notary- to of Florida Date FI Con tractor/ Age ; s Name Signature of Notary -State of Florida nd in the public records of encies, or federal agencies Law, FS 713. Date l ,) aj Date M "„ RENE BETANCJURT TSV PUgi RENEBETANCOURT O' UBi Notary Public - State of Florida =.- Notary Public - State of Florida fv9y Commission Ex s Jet 3 i , 200t3 1 * MyComrriissmn F Jet 31, 2Co is Coml i ci ail H3taw3 f6M o N" ° ,_UoLtb Rt# DD ieTr82tall nown to or of r Prodill edIi nded s National rlota APPROVALS: ZONIN TIL: FD: ENG: BLDG: Special Conditions: v Rev 07. 07 IleaiuIII nt1911111111I1111111®®III 11111111,111111 H 11111111 MARYANW--- MIjRSa9 CLERK Of- CIRCUIT [VRT SEMINOLE CULINTY BK 06950 Pq 11151 Qpg) CLERK'S # 2008030224 RELAMDE. D 03/14/ 200801:17:29 PM REWNDIN8 FEES 10.00 RECORDED BY 3 1_ ckenrath CERTI N W I COPY. MARYXNNE MORSE CLERK.:QF, C(POUIT LOUR€'=- SEMIt Oli-C()UI+ JTY, fl-ORICr,` CIFRtr l Will 1 A 2008 Permit Number: Folio/Parcel Identification Number: O')a a-0-30 - y (Z J 10001D Prepared by: ALUMINUM AND MORE Return to: 332 IU AGUIRE ROAD OCOEE, FL 34761 NOTICE OF COMMENCEMENT State of Florida, County of Orange The undersigned hereby gives notice that improvement(s) 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. 1. escription of Elrope ( I g description oft a property, nd s reet add if available 2. General description'T ov e ? j, ij © tt f Ce ,`3 3. Ow7l information _ Name // i s r9 c = Telephone Number J-2 5" Address I G.%w .%e- e C Z. d p % 4. Fee Simple Title Holder ( if other than owner shown above) Name Telephone Number Address 5. Contractor ALUMINUM & MORE _ FRANK CARDENS _ Teleohone Number 407-654-7522 k Name - _______.. FAX 407-654- 7533 Address_ 332 MAGUIRE ROAD OCOEE,FL 34761 6. Surety (if any) Name Telephone Number Address Amount of bond $ 7- Lender (if any) Name Telephone Number Address 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)( a)7, Florida Statutes. Name Telephone Number Address 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)( b), Florida Statutes. Name My name Telephone Number Address 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPRO VF,MENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, SULT ,fTH YOUR I,ENDER OR AN ATTORNEY BEFORE COMMF,N .1 K O EC RDf YOUR NOTICE OF COMMENCEME // v///J 11. •/ A lc v Si ure f Owner — Signatory' s Printed Name/Titleloffice or Owner's Aut zed Offi r/Director/Partner/Manager §713.13[1][d]) j z The fore Ing instry ent was acknowledged before me this ! day of tad by fX t year) (name of person) as e-,C.- for d -/ I- e-A,-- Typ of authori , e. i r, trustee, attorney in fact) (Name of party on Sig tq[ otary State of Florida (Print, type, or stamp o .. na# x') eorl a sit Neon Personally Known OR Produced ID Type of ID Produced Y [ tJ L— of Fbddlfl Verification pursuant to Section 92. 525, Florida Statutes: Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are true to the bust of my knowle,Jge an lief. Signat$redf Natural Form Revised: 11/20/07 Signing on Line 11-Above Monday, March 10, 2008 DAvar) io"Nsom, CrA., A A PROPERTY APPRAISER F EY. ST SANFORD,€L3Z7.71^14eS 407-665-7506 y 8 GENERAL Parcel Id: 02-20-30-5GJ-0000-0150 Owner: LAMONT PHYLLIS P Mailing Address: 154 CLEAR LAKE CIR City,State,ZipCode: SANFORD FL 32773 Property Address: 154 CLEAR LAKE CIR SA RD 32773 Subdivision Name: HIDDEN LAKE VILLA 3 Tax District: S1-SANFORD Exemptions: 00-HOMESTEAD (2008) Dor: 0103-TOWNHOME SALES Deed Date Book Page Amount Vac/Imp Qualified WARRANTY DEED 12/2007 06900 0602 $180,000 Improved Yes WARRANTY DEED 07/2004 05422 1633 $106,000 Improved Yes WARRANTY DEED 06/2001 04111 _0534 $79,000 Improved Yes WARRANTY DEED 12/1995 03014 0001 $60,000 Improved Yes WARRANTY DEED 02/1987 01820 0608 $53,500 Improved Yes WARRANTY DEED 03/1985 01625 0689 $64,500 Improved Yes Find_Comparable Sales within this Subdivision Amendment 1 impact not reflected. Value Method: Market Number of Buildings: 1 Depreciated Bldg Value: $97,602 Depreciated EXFTValue: $1,012 Land Value (Market): $40,000 Land Value Ag: $0 Just/Market Value. $138,614 Assessed Value (SOH): $138,614 Exempt Value: $25,000 Taxable Value: $113,614 Tax Estimator Portability_ Calculator 2007 VALUE SUMMARY Tax Amount(without SOH): $2,312 2007 Tax Bill Amount: $1,213 Save Our Homes (SOH) Savings: $1,099 2007 Taxable Value: $65,042 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 40,000.00 $40,000 LEG LOT 15 HIDDEN LAKE VILLAS PH 3 PB 28 PGS 3 TO 6 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF SF Ext Wall Bid Value New Building 1 SINGLE 1985 6 1,020 1,333 1,020 CB/STUCCO $97,602 $107,255 Sketch FAMILY FINISH Appendage I Sgft GARAGE FINISHED / 297 Appendage / Sgft OPEN PORCH FINISHED 116 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1985 1 $638 $1,500 ALUM SCREEN PORCH W/CONC FL 1985 110 $374 $935 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. UILDING PLAN SUMMARY REVIEW SHEET Department of Planning & Development Services P.O. Box 1788 Sanford, FL 32772-1778 Telephone: 407.330.5673 Fax: 407.330.5679 APPLICATION # 0 8 — // LII Date: © 3. / %, 09 PROPERTY ADDRESS: 1 "I C 1 h -t Ct4 dz- PARCEL NUMBER: D :) - Q o -~ 3 `J^ G' 3 - Cc Cc) 01 ; C7 PROJECT NAME: BRIEF DESCRIPTION: ex. New construction of office building; interior tenant build -out for office, permits to install new ground sign. SC KC,E,t..l Roo/v\ Zoning Classification: SIGNS — ROW width rY, 1Ka Known Development Order conditions including but not limited to DO's,CUP's, Variances,.Rezones: Design Check List for Screen / Vinvl Room (Paae 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 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure B'I or'C'n or'D'II; Importance Factor 0.87 for 100 MPH and.0.77 for 110 MPH and higher; 120 MPH or 120 MPH for 3 second wind gust velocity load; Basic Wind Pressure 17 ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = 13 PSF for Roofs & 15 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 l 407-654-7522 03/10/08 Phyllis Lamont 154 Clear Lake Cirlce Sanford, FL 32773 Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes No A. Project name & address on plans .. _ ....... IZI 0 B. Site plan or survey with enclosure location .. .... C. Contractor's / Designer's name, address, phone number, & signature on plans El D. Site exposure form completed F 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 ... . . ..... 3. Beam span, spacing, & size ............ ....... .... ........ 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 girts size, length, & spacing ........... _ M r7 Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size .. . .. ......... ...... 0 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 0 ED Section 3A tables used: 3A.1.1 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 1.00 (b or d) x 1.00 (b or d) _ Wind Zone Multiplier ** Exposure Multiplier ** Must have attended Engineer's Continuing Education Class within the past two years. Appropriate multiplier from page 3A-ii and page 3A-iii. b-7 ie i 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 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) = Wind Zone Multiplier'" P I Exposure Multiplier" Yes No C. Table 3A.3 with beam & upright combination if applicable ......... ED 0 D. Connection details to be used such as: 01. Beam to upright . ...... . . ........... .... ........................ 2. Beam to wall ... ................. ... .. .... .... IZI 0 3. Beam to beam .... .... ................. .. . . .................. M 0 4. Chair rail, purlins, & knee braces to beams & uprights ............. 5. Extruded gutter connection ..... ................. 6. U-clip, angles and/or sole plate to deck .. ................ 1 111 1 .... ® E. Foundation detail type & size ...... ............ r Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 Limited Power of Attorn I hereby authorize tinTosignhis/ her Hanle on my bet. order a I#oaOf KQM _Inc. For the work to be performed at PP Y ding Pest Lot # 1_ Subdivision Address Pc r c State of Florida Orange County The foregoing instrument was admowl -dpd before me 0. / daof24byFrankCardenas. (Name of Person' ofG 1. REND; BETANCOURT Notary Public - State of Florida iWComMW0n E0es Oct31, 2 PCommission # DD 3676288 of Notaryp state OfFlond, Bonded By NationoI NotaryAssn. P&/ Type aoaumssiomd n2me Personally known or produce ids Type of ID produced k. t A•'.,,,, s:"', •RlT.T. .-:'.-R1Ax'r"?AA` •'!1 s':s: e9ROn'e .,'":AnF.' ^5.^sr 370 Waymont Court • Iatke, Mary, FL 32746 • Voice 407.688.7631 • Fax 497.688.7691 Lot 15, HIDDEN LAKE VILLAS, PHASE 11, according to the plat thereof, as recorded in Plat Book 28, Page(s) 3 through 6, ofthe Public Records ofSeminole County, FL. Community number: 120294 Panel: 0070 Suffix: F F.LR.M. Date: 912812 00 7 Flood Zone: X Date offield work: 12/13/2007Completion Date: 1211712007 Certified to: Phyllis P. Lamont; Brokers Title ofLongwood 1, LLC; Commonwealth Land Title Insurance Company; Beach Banking and Trust Company, its'successors and/or assigns, as their interests may appear. O ti r w 9 o 1 J (1 • -n 35 00 LOCATION SKETCH Not toScala PLANS REVIEWED CITY OF SANFORD LEGEND o— Wood Fence W.M. Water Meter N.T.S. Not to Scale D.— Wire Fence TEL. Telephone Facilities O.R. Official Records C L F. Chain Link Fence Covered Area O.R.B. Official Records Book. F N. Found Nail B.R. Bearing Reference P.C.P. Permanent Control Point CONC Concrete CH Chord PR.M. Permanent Reference Monument M Field Measured RAID Radial PG. Page CL Clear A/C Air Conditioner PVMT. Pavement ENCR Encroachment B.M. Bench Mark E.O.P. Edge of Pavement 4 Centerline C. Calculated PB. Plat Book Concrete zzzz Block Wall P.O.B. Point of Beginning fi Property Line p Central Angle(Delta P.O.C. Point of Commencement C M. Concrete Monument D.B. Deed Book PO.L. Point on Line EI R. Found Iron Rod D. Description or Deed P. C. Pant of Curvature FI P Found Iron Pipe D.H. Drill Hole P.R.C. Point of Reverse Curvature RM Right of Way DNV Driveway P.T. Point of Tangency N&D Nail & Disk ESMT Easement R. Radius (Radial) D.E. Drainage Easement EL Elevation R.O.E. Roof Overhang Easement U.E, utility Easement F.F. Finished Floor S.LR. Set Iron Rat & Cap FO. Found F.C.M. Found Concrete Monument S/W Sidewalk P Plat F.P.K. Found Parker -Kalov Nail T.O.B. Top of Bank O.H.U. Overhead Utilities L Length TYP. Typical PP Power Pole L.B. Licensed Business W.C. Witness Corner TX Transformer L.A.E. Limited Access Easement 10.05 Existing Elevation CAN Cable Riser Line Break Not to Scale E.O.W Edge of Water CB Chord Bearing M.H. Manhole PC.C. Point of Compound Curve F.C.C. Found Cross Cut O Found PI Point of Intersection F Field OHL Overhead Lines T.B.M. Temporary Bench Mark ley Property Address: 154 Clear Lake Circle Sanford, FL 32773 Survey number: SL 94272 GENERAL NOTES 1. Legal description provided by others. 12. FLOOD ZONE DETERMINATIONS AR 2. The lands shown hereon were not PROVIDED AS A COURTESY ONLY, ANi abstracted for easements or other record- ARE DERIVED FROM THE BEST SOUP.CE ed encumbrances not shown on the plat. AVAILABLE TO THE SURVEYOR. THI 3. Underground portions of footings, foun- INFORMATION SHOULD NOT B dations or other improvements were not RELIED UPON FOR FLOOD INSURANC located. PURPOSES, AND MAY DIFFER FROt 4. Wall ties are to the face of the wall. INFORMATION PROVIDED BY OTHER! 5. Only visible encroachments located. 13. Septic tank and/or drainfield locations a: 6. No identification found on property approximate and MUST be verified .: corners unless noted. appropriate utility location companies 7. Dimensions shown are plat and measured 14 Bearing basis shown per plat uniP unless otherwise noted. otherwise shown. 8. Elevations if shown are based upon 15. Su or erence only wile N.G.VD. 1929 unless otherwise noted. Signed and sealed y a Florida Registerr 9. Adjoining lots are within the same block, ,- Ca C1 Surveyors unless otherwise noted. r ' i66ZAltlines arcrnot radial unless otherwi 10. This is a BOUNDARX_6ttRYEy uriess." otherwise noted. — o -- t eced;rficaftri>does \nqt indicate 11. Not valid unl sealed with the Y9ni surveyors embus seal. 0IherebyterrifyMatthistruecmpresenGtron o! a Survey,renareAunior „ :Lrr(:: L.B. 713 j Ralph Swerdloff Louis R. Ramirez RegslerM Land Sune;;cr F! nal Surveyor and r•,lawrer i,u •. ui cr uj LULL cm) z LU Cn LL um WW 0 Customer A ddresv city.._ y,_J212-3--- PJ& WING N, OTT0 8CALR q 41 Ajk Ivivoo/I 1 Rood Pan F7 tmlon Color-, - White "Po Soreen IYP*.Q8xi4;)_l 2000 Guffor: (Yes) No # Towns outsOjp Beam.. Doors: SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) LW' FOR MAX. H" UPRIGHT / HEIGHT (h) 1" x 2" MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM ( FOR FOOTINGS SEE DETAILS PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS SEE TABLES) O.H. SOLID ROOF - NO MAXIMUM ELEVATION SLAB OR GRADE) VARIES LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION P/2' 'P/2' @ FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) LU Oa- z UX W P = PROJECTION FROM BLDG. VARIES LW = LOAD WIDTH 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: 100-123 130 1 140 150 8 1 10 1 12 12 TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-0" 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 PAOE3A-2 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING 4) #8 x 1/2" S.M.S. EACH SIDE OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/ 1" x 1" x 2" ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL AND KICK PLATE 2" x 2" x 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH ALTERNATE WOOD DECK: 2" PTP USE WOOD FASTENERS W/ 1-1/4" MIN. EMBEDMENT) COPYRIGHT 2006 SECTION 3A 1" x 2" TOP RAILS FOR SIDE WALLS KITH MAX. 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SPACING AS FOLLOWS WIND ZONE MAX. UPRIGHT SPACING 100 T-0" 110 6'-7" 120 6'-3" 123 6-1" 130 5'-8" 140 1 &2 5'-1 " 150 4'-11" INTERNAL OR EXTERNAL L' CLIP OR'U' CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4) #10 S.M.S. 1 x 2 OR 2 x 2 ATTACHED TO BOTTOM W/ 1" x 1" x 2" x 1/16" 0.045" ANGLE CLIPS EACH SIDE AND MIN. (4) #10 x 1/2" S.M.S. 1" x 2" x 0.032" MIN. OPEN BACK IEXTRUSION 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: 3" = 1'-0" 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 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3A-3 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 PERTCHAPTER7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-112" 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.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 1elephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net cg) COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3A-7 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0 #/SF (48.3 #/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') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'-4" d 0'-11" d 5 5'-4" d 6'-7" d 6'-9" d 1'-0" d 6 4'-9" d 5-10" d S-11" b 0'-11" d 6 5-0" d 6'-3" d 6'-4" d 0'-11" d 7 4'-6" d 5'-7" d 5'-6" b 0'-10" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-10" d 9 4'-2" d 5'-0" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-9" d 10 4'-3" d 5-2" b 5'-0" b 0'-10" d 11 1 3'-11" d 4'-6" b 4'4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d 12 1 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-9" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5-8" d 7'-1" d 7'-2" d 1'-1" d 5 6-5" d 7'-11" d 8'-1" d 1'-3" d 6 5'-4" d 6-8" d 6'-9" d 1'-0" d 6 6'-0" d 7'-5" d T-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'4" b 0'-11" d 7 5'-9" d T-1" d T-3" d 1'-1" d 8 4'-11" d 6-0" d 5'-11" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-9" b 5'-7" b 0'-11" d 9 5-3" d 6'-6" d 6'-6" b 1'-0" d 10 4'-6" d 5-6" b 5'-3" b 0'-10" d 10 5'-1" d 6'-3" d 6'-2" b 0'-11" d 11 4'-5" d 5'-2" b 5'-0" b 0'-10" d 11 4'-11" d 6'-1" d 5'-11" b 0'-11" d 12 4'-3" d 4'-11" b 4'-10" b 0'-10" d 12 4'-9" d 5-10" b 5'-8" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 8,2 Span 3 Span 4 Span Max. Cantilever 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 T-1" d 8'-9" d 8'-9" b 1'-4" d 5 9'-2" d 11'4" d 11'-2" b 1'-9" d 6 6'-8" d 8'-3" d 7'-11" b 1'-3" d 6 8'-8" d 10'-7" b 10'-3" b 1'-8" d 7 64" d 7'-8" b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-7" d 8 6'-1" d T-2" b 6'-11" b 1'-2" d 8 T-10" d 9'-2" b 8'-10" b 1'-6" d 9 5-10" d 6'-9" b 6'-6" b 1'-1" d 9 7'-6" d 8'-8" b 8'4" b l'-5" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5'-5" d 6-1" b 5'-11" b 1'-0" d 1 1 6-11" b T-10" b 7'-7" b 1'-4" d 12 5'-3" b 5-10" b 5-8" b 1'-0" d 1 12 6'-8" b T-6" b 7'-3" 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. 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 © COPYRIGHT 2006 3A-1 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS I 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 gust at 110 MPH velocity; using design load of 13.0 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3'-6" 1 4'.0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-6" 1 7'-0" 1 7'-6" Allowable Height H' / bending W or deflection 'd' 2" x 2" x 0.044" Hollow 7'-6" b 6-11" b 6'-6" b 6'-2" b 5-10" b 5'-7" b 5'4" b 5'-1" b 4'-1 V b 4'-9" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-8" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b 3" x 2" x 0.045" Hollow 8'-4" b 7'-8" b 7'-2" b 6'-9" b 6'-5" b 6'-2" b 5-10" b 5'-8" b 5'-5" b 5'-3" b 3" x 2" x 0.070" Hollow 11'-1" b 10'-3" b 9'-7" b 9'-1" b 8'-7" b 8'-2" b 7'-10" b 7'-7" b 7'-3" b 7'-0" b 2" x 3" x 0.045" Hollow 10'-2" b 9'-5" b 8'-9" b 8'-3" b 7'-10" b 7'-6" b 7'-2" b 6'-11" b 6'-8" b 6'-5" b 2" x 4" x 0.050" Hollow 10'-8" b 9'-11" b 9'-3" b 8'-9" b 8'-3" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 2" x 5" x 0.062" Hollow 13'-9" b 12'-9" b 11'-11" b 11'-3" b 10'-8" b 10'-2" b 9'-9" b 9'4" b 9'-0" b 8'-9" b 2" x 4" x 0.046" S.M.B. 15'-6" b 14'-4" b 13'-5" b 12'-8" b 12'-0" b 11'-5" b 10'-11" b 10'-6" b 10'-2" b 9'-10" b 2" x 5" x 0.050" S.M.B. 18'-6" b 17'-1" b 16-0" b 15'-1" b 14'-4" b 13'-8" b 13'-1" b 12'-7" b 12'-1" b 11,4, b 2" x 6" x 0.050" S.M.B. 19'-3" b 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 13'-1" b 12-7" b 12'-2" b 2" x 2" x 0.044" Snap 9'-2" b 8'-6" b 7'-11" b 7'-6" b 7'-1" b 6'-9" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 2" x 3" x 0.045" Snap 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-1" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 2" x 4" x 0.045" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 3" x 3" x 0.045" Fluted 9'-1" b 8'-5" b 7'-10" b 7'-5" b 7'-0" b 6'-8" b 6'-5" b 6'-2" b 5-11" b 5'-9" b 3" x 3" x 0.060" Square 11'-2" b 10'-4" b 9'-8" b 9'-1" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 3" x 3" x 0.093" Square 16-0" b 14'-10" b 13'-11" b 13'-1" b 12'-5" b 11'-10" b 11'-4" b 10'-11" b 10'-6" b 10'-2" b 3" x 3" x 0.125" Square 19'-V b 17'-8" b 16'-7" b 15'-7" b 14'-10" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 4" x 4" x 0.125" Square 24'-9" b 22'-11" b 21'-5" b 20'-2" bj 19'-2" b 18'-3" b 17'-6" b 16'-9" b 16'-2" b 15'-8" b For 3 second wind gust at 120 MPH velocity; using design load of 15.0 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0" 1 3'-6" 1 4'-0" 1 4'-6" 1 5'.0" 1 5'-6" 1 6'.0" 1 6%6" 1 7770" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 6'-11" b 6'-6" b 6'-1" b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b 2" x 2" x 0.055" Hollow 8'-2" b 7'-7" b 7'-1" b 6'-8" b 6'-4" b 6'-1" b 5'-10" b 5'-7" b 5'-4" b 5'-2" b 3" x 2" x 0.045" Hollow 7'-9" b 7'-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 3" x 2" x 0.070" Hollow 10'-4" b 9'-7" b 8'-11" b 8'-5" b 8'-0" b 7'-8" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 4" x 0.050" Hollow 9'-11" b 9'-2" b 8'-7" b 8'-1" b 7'-8" b 7'-4" b 7'-0" b 6'-9" b 6'-6" b 6'-3" b 2" x 5" x 0.062" Hollow 12'-10" bi 11'-11" b 11'-1" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" bj 8'-5" b 8'-1" b 2" x 4" x 0.046" S.M.B. 14'-5" bj 13'-4" b 12'-6" b 11'-10" b 11'-2" b 10'-8" b 10'-3" b 9'-10" b 9'-5" b 9'-2" b 2" x 5" x 0.050" S.M.B. 17'-3" bj 16-11" b 14'-11" b 14'-1" b 13'-4" b 12'-9" b 12'-2" b 11'-8" b 11'-3" b 10'-11" b 2" x 6" x 0.050" S.M.B. 1 T-11" b 16'-7" b 15-6" b 14'-8" b 13'-11" b 13'-3" b 12'-8" b 12'-2" b 11'-9" b 11'-4" b 2" x 2" x 0.044" Snap 8'-6" b 7'-11" b 7'-5" b 6'-11" b 6'-7" b 6'4" b 6'-0" b 5'-9" b 5-7" b 5'-5" b 2" x 3" x 0.045" Snap 9'-8" b 8'-11" b 8'-5" b 7'-11" b 7'-6" b 7'-2" b 6-10" b 6'-7" b 6'4" b 6-1" b 2" x 4" x 0.045" Snap 10'-5" b 9'-8" b 9'-1" b 8'-6" b 8'-1" b 7'-9" b 7'-5" b 7'-1" b 6'-10" b 6'-7" b 3" x 3" x 0.045" Fluted 8'-5" b 7'-10" b 7'-4" b 6-11" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-6" b 5'-4" b 3" x 3" x 0.060" Square 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b T-4" b 7'-1" b 6'-10" b 6-7" b 3" x 3" x 0.093" Square 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 3" x 3" x 0.125" Square 17'-9" b 16'-6" b 15'-5" b 14'-6" b 13'-9" b 13'-2" b 12'-7" b 12'-1" b 11'-8" b 11'-3" b 4" x 4" x 0.125" Square 23'-0" b 21'-4" b 19'-11" b 18'-9" b 17'-10" b 16-11" b 16'-3" b 15'-8" b 15'-1" b 14'-7" 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. REVISED APRIL 2007 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 cg) COPYRIGHT 2006 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-25 SECTION 7 1 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. 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS LU Q. Ill... .... gip..._... ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3" = V-0" #14 x 1/2" WAFER HEADED WOOD FRAME, MASONRY OR S.M.S. SPACED @ 12" O.C. OTHER CONSTRUCTION-----, FOR MASONRY USE. 2) 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 12" O.C. _ _ .. FOR WOOD USE: --.d........ 14 x 1-1/2" S.M.S. OR WOOD ........... SCREWS @ 12" O.C. f ::::::::: 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 130 140 150 8 1 #10 12 12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 7-4 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. D 4m 17-Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels fA Allowable Spans and Applied Loads (#/SF) M O C) CD Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 03" x 48" x 0.024" Panels v r- o O Z Wom O N N Z0 0 rn C Ww M V m CD O A n C @A` QDmo p t- a m o 9 u o Zdc 3" x 48" x 0.030" Panels0wT o m z mNrr, r o rn Z L7 A 0 r_ DA 0 0 0 04" x 48" x 0.024" Panels A D Z Z mi° l7 W n0007to r DnZxa yo 1 O COm- xl n ww Q1 :CTDmSOD < C 4" x 48" x 0.030" PanelstoDOZm0A 0 M In In 7 m D m NNDA •r V% m N Q N W r m MW SAD fnz1NQ m N J c Fn m0 m D N00 Note: Total roof panel width = room width + wall width + overhang. *Design or applied load based on the affective area of the panel O en Structures Screen Rooms Glass &Modular Rooms Overhang Zone MPH 1&2 s an/load* 3 s an/load* 4 s an/load* 1&2 s anlload* 3 s an/load* 4 s anlload* 1&2 s anlload* 3 s an/load* 4 s anlload* Cantilever 100 18'-10" 13 21'-1" 13 20'-5" 13 16'-4" 17 18'-3" 17 1 T-8" 17 12'-11" 27 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 1 T-2" 18 11'-11" 32 13'-4" 32 12'-10" 32 4'-0" 55 120 16'-7" 17 18'-7" 17 1T-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 1T-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 17'-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 8'-9" 59 10'-4" 53 9'-6" 59 89140-212'-112715'-112315'-4"2311'-3"362'-2"368'-9"5910'-4"539'-6"59"8915012'-0"3213'-5"3212'-11"1'-3"428'-2"689'-2"688'-10"68" t34 102 O en Structures Screen Rooms Glass &Modular Rooms Overhang Zone MPH 1&2 s anlload* 3 span/1oad* 4 s anlload* 1&2 s anlload* 3 s an/load* 4 s an/load* 1&2 s an/load* 3 s anlload* 4 Cantilever O en Structures Screen Rooms Glass &Modular Rooms Overhang Zone MPH 1&2 s an/load* 3 s an/load* 4 s an/load* 1&2 s anlload* 3 s an/load* 4 s anlload* 1&2 s an/load* 3 s anlload* 4 s an/load* Cantilever 100 20'-8" 13 23'-2" 13 22'-4" 13 1T-11" 17 20'-1" 17 19'-4" 17 15'-5" 23 1T-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'-4" 27 4'-0" 55 120 18'-2" 17 20'-4" 17 19'-8" 17 15'-9" 22 17'-7" 22 1 T-0" 22 1 1'-10" 39 13'-3" 39 12'-9" 39 4'-0" 65 123 1T-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 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" 89 140-2 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 12'-9" 42 12'-4" 42 8'-11" 68 10'-8" 60 10'-4" 60 3'-8" 102 O en Structures Screen Rooms Glass 8 Modular Rooms Overhang Zone MPH 1&2 s an/load* 3 s anlload* 4 s anlload* 1&2 s an/load* 3 s anlload* 4 s an/load* 1&2 span/1oad* 3 s anlload* 4 s an/load* Cantilever All 100 23'-10" 13 26'-8" 13 25'-9" 13 20'-8" 17 23'-1" 17 22'-4" 17 1T-9" 23 19'-10" 23 19'-2" 23 4'-0" 45 110 23'-2" 14 25'-11" 14 25'-1" 14 20'-1" 18 22'-5" 18 21'-8" 18 16'-5" 27 18'-4" 27 1T-9" 27 4'-0" 55 120 20'-11" 17 23'-5" 17 22'-8" 17 18'-2" 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 22'-1" 17 1T-8" 23 19'-9" 23 19'-1" 23 13'-4" 41 16'-5" 34 15'-10" 34 4'-0" d6913019'-4"2021'-7"2020'-10"2016'-8"2618'-8"2618'-1"2612'-8"4515'-5"3813'-9"454'-0" 140-117'-112320'-1"2319'-5"2315'-7"3017'-5"3016'-10"3011'-8"5313'-1"53'-8534'-0" 140-217'-112320'-1"2319'-5"2315'-7"301T-5"3016'-10"3011'-8"5313'-1"5312'-8534'-0" 15016'-10"2618'-10"2618'-3"2613'-2"4216'-4"3415'-9"3410'-11"6012'-4"6011'-11"604'-0"