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HomeMy WebLinkAbout146 Carmel Bay Dr,�.'4',°.RT�F" CITY OF SANFORD PERMIT APPLICATION Permit 9: y a 1 I Date: (ZD RAVED Job Address: y Description of Work: %Zit 30 Sc r -, J 230I" &0 Pilo- Faa n_c P co JUN 15 2005 Historic District: Zoning: Value of Work: S $ \ Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Tempot'ary 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 Cornmercial r' Occupancy Type: Residential Commercial industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 3" - O i S O (Attach Proof of Ownership & Legal Description) Owners Name & Address: t'1 1 n00 C A nt' r nn _t:l CAYC P n j -Yip Codmo l t7r... n it l;ts__ _ �71 1 Phone: 1�7 40 1933 -•—•-- Contractor Name&Address: Wn\V- A\Qm%o6rn c :�O;� DD crcr r 0'r. i an do F_L 3 a'im lff State License Number: O� Phone & Fax: �Ll� tQ�SI �S�oi3 L-10`1(nj ?Wq (]'7 Contact Person: Phone: _ Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fax: Application is hereby made to obtain a permit to do the work, and installations as indicated. 1 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. 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, and there maybe additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. oco ptance of pem" is verifi n that 1 Mll notify the owner it LLr�i o oa SiWn:l4yeof Own gent 1-- OO N Z UU)z �o rC')P t Owner/Agent' Name LLI Ua 2 WX Z lure of Nota - tate of Florida o co Z0 Dperty of the requirements of Florida Lien Law, FS 713. Signature of Contractor/A//g��ent Date Print Contractor/A nt's Name 05 azure f Nota tate of Florida Date Own :r/Agent is Personall% Kno%vn to Me or r roduced ID 1 0(if7(�— Contractor/Agent is /Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg:—DF -7 G O Zoning: Utilities: FD: (Initial & Date) (Initial & Date) - (Initial & Date) (Initial & Date Special Conditions: q (1 1 0 so ��m0 00 C-4 COwpj?sg �1za- U UO W a Wmfn�� �aNilw lY n X o V pw0 to zU y Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ',, L 0L i AiL DAVID JOHNSON. CFA. ASA PROPERTY APPRAISER SEMIN0 LE COUNTY FL_ 1 101 E. FIRST ST SANFORD . ANFORD. FL 3 2771-1 468 407-665-7548 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 33-19-30-519-0000- Number of Buildings: 1 Parcel Id: 0450 Tax District: S1-SANFORD Depreciated Bldg Value: $135,052 Owner: WARREN ANTHONY Exemptions: 00- W & DEANNE J HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $25.000 Address: 146 CARMEL BAY DR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $160,052 Property Address: 146 CARMEL BAY DR SANFORD 32771 Assessed Value (SOH): $128,042 Subdivision Name: MONTEREY OAKS PH 2 REPLAT Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $103,042 Tax Estimator SALES 2004 VALUE SUMMARY Deed Date Book Page Amount Vacllmp Tax Value(without SOH): $2,489 QUIT CLAIM DEED 08/2003 05048 0662 $100 Improved 2004 Tax Bill Amount: $2,035 SPECIAL WARRANTY DEED 02/2001 04020 1237 $123,300 Improved Save Our Homes (SOH) Savings: $454 WARRANTY DEED 11/2000 03964 0434 $289,000 Vacant 2004 Taxable Value: $99,313 DOES NOT INCLUDE NON -AD VALOREMASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method g p Units Price Value LOT 45 MONTEREY OAKS PH 2 REPEAT PB 58 PGS 22-23 LOT 0 0 1.000 25,000.00 $25,000 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est. Cost Num Bit SF SF SF Value New 1 SINGLE 2001 9 1,120 2,614 2,170 CB/STUCCO $135,052 $137,808 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 24 Appendage / Sgft GARAGE FINISHED/ 420 Appendage / Sgft UPPER STORY FINISHED / 1050 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 ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re web.seminole county title?PARCEL=3319305190000045... 5/11/05 VARIANCE OF SLAB CERTIFICATION Orange County Building Division 201 S. Rosalind Ave. Orlando, Fla. 32801 the deeded homeowner of the property (Prop Owner) described as J�l9 30-L�- ioca t 1) r. (Legal Description) (Address acknowledge that the existing %.1- r 3y concrete slabd�'f oe atoes tto meet current code (Size) requirements for a room addition. I understand that .I cannot erect anything other than a screened room or open patio roof without bringing the slab up to code requirements. Signed Date The fore o' instrument was acknowledged before me this Byfytq YJ who is personally known to met who produced L X0 4A-0-0,9-6 - '0 as identification and who did not take an oath. State of Florida County of, . Co ' sion # J (Notary) My Commission Expires: p 2 tJ M . CARRIE CHRISTMAN NOTARY PUBLIC STATE OF FLORIDA COMMISSION # DD376640 EXPIRES •12/512008 BONDED THRU 1.888-NOTARYI � �� . PRODUCTS; INC •, 11 5333 W. Hwy. 17-92 Haines City, FL 33844 (863)956-3441 ❑ 2300 Bruner Lane S.E Fort Myers, FL 33912 (941)481-4900 1404 Mercantile Court Plant Ciy, FL 33567 (813)717-9177 CORPORATE OFFICE P.O. Box 491292 Leesburg, FL 34749 (352)787-3622 CLELL COLEMAN, III CBC001467 2101 East Main Street Leesburg, Florida 34748 WA ­ SWORN TO AND SUBSCRIBED BEFORE ME THIS - DAY OF 2005 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED (type of ID) as identification. NOTARY P IC STATE OF FLORIDA MY COMMISSION EXPIRES PENNY L BRANTLEY ' := MY COMMISSION # DD 422127 'a EXPIRES: August 14, 2009 �pF Qe` bond d Thr. Notary Public Undenvtlters 2101 East Main Street POWER OF ATTORNEY Leesburg, FL 34748 (352)787-6783 ❑ 365 S. Suncoast Blvd. I hereby name and appoint o ..��M� of Crystal River, FL 34429 (352) 795-3325 2302 Mercator Dr.,Unit 101 Orlando,FL 32807, to by my lawful attorney-in-fact, 11 18040 U.S. Hwy. 441 to act for me and apply to the �,,y.� o�p Building Department Mount Dora, FL 32757 11-3 (352) 383-7135 for a G l`l F4MN,,— permit for work to be performed at a location ❑ (Type) described as: Section: , Township `�. , Range , North U.S. 1 Veroero Beach, FL 32967 A A Lot 6 , B10Ck , SubdlVisiOri !�(,,gz��, � (561) 562-1200 ❑ (address of Job) 5059 Ridgewood Ave. r� Port Orange, FL 32127 (386) 788-1048 (owner of prop and address) ❑ and to sign my name and do all things necessary to this appointment. 5059 Ridgewood Ave. Port Orange, FL 32127 (386)788-1048) 11 5333 W. Hwy. 17-92 Haines City, FL 33844 (863)956-3441 ❑ 2300 Bruner Lane S.E Fort Myers, FL 33912 (941)481-4900 1404 Mercantile Court Plant Ciy, FL 33567 (813)717-9177 CORPORATE OFFICE P.O. Box 491292 Leesburg, FL 34749 (352)787-3622 CLELL COLEMAN, III CBC001467 2101 East Main Street Leesburg, Florida 34748 WA ­ SWORN TO AND SUBSCRIBED BEFORE ME THIS - DAY OF 2005 WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED (type of ID) as identification. NOTARY P IC STATE OF FLORIDA MY COMMISSION EXPIRES PENNY L BRANTLEY ' := MY COMMISSION # DD 422127 'a EXPIRES: August 14, 2009 �pF Qe` bond d Thr. Notary Public Undenvtlters Permit Iv"utr�bar °33': i "� :.Si Cl �o d n O�-tSc; POrCel Identiflcallon Number 14ARYANNE MORSEV CLERK OF CIRCUIT COURT SEMINOLE COUNTY Flt'{ 05766 PG 18,4er CLERK' S # : 0E-15ED9 28 pREGMRTDFD�j0CCCCCI I 51,R8 i*68-35:405 i ED)RDING FEES i0a Prepared' by:: . RECORDFD BY L McKinley �o�:? 3 z�z DERTiFIED COPY Return to: �-<}11�irIr=iY'I MAYp�NE M a'wi i CLERK OF CIRCUIT C01 i(`4:rC CL t7>> F SEMIN E COJN tax UTY C NOTICE' OP= cOIVIIVIENCEMENT State of PIoe,dQ JON 1 5 2 County ofm���ie, The undersigned hereby gives,notice that Improvernenl(s) will be made to certain real property, and In a with Chopler 713,:FIoHda?8Ia(0les,: the. following Information is provided in this Notice of Commencement 1. O.ascription of property•(legal description bf the properly, and street address It available) ty� `ec�rm4 1 c��j 'Cir.; M01 i efey OCLY.S 566d%vI&k0(N Z General'descriptfon Of Irriprovemeht(s) 'r•06m. Vil (D(O.�C,6 roo,( 3. Owner inforniatior� Name" A y o.tC be- cin rv, W&rre.,6 Telephone Number ya'! -iDa (.o339 Address ."o-1 �0 C, Il'-cs.- .0r, Fax Number (57' Interest in Property: 4Fee Simple Tltre'Holder (if other then owner shown above) Name; Telephone Number Address , Fax Number Contractor 1. Name 21 'i Telephone Number Addr'd'i9 ': ' '(V t.c, 3c� - - i�r '. ,; P r �-Io'i os D 3 Fax Number L1�� �� Dr �rtrt� � t=L' 3.'a 8i��7 � L{ y CL1 6. Surety (i( any} r, . Name;. Telephone Number Address Fax Number > ,.1. ;.�. Amount of bond $_ 7. Lender (I('any,} Name; Telephone Number Address Fax Number 8. Persons wlthln'the Stbfe of Florida des(gnated by; Owner upon whom notices or other documents r served as-provlded")by,§;71:3';�.3(,1)(a)7;; Florida Statutes. ` Name`; ;,,, , Telephone Number Address. Fax Number 9. In addition to himself brherseif, Owner deslgnalas the following to receive a copy of the Llenor's N provided In§713.13(1)(b), Florida Slalules. Name' i►,: Telephone Number Addrp's� Fax Number 10. Explra(loh!dat'® o 'hdtlbe di` r;orrimEneement (the expiration date is one year from the date of rec unless'a different data Is spetl4d):.�' �` . ODale Signed nature of er Vie: per §713.13(1)(8), "owr must sign —and no one else may be. permitted to { hls or her stead." Sworn to and subscribed bef re a this' day of , 20-. by who is Lpersoimiliy knowh, tp:.rf,6. R produoed L as Identiricatlon':' ``'" Srgnalure of ry (n Ole oleria) seal to a ear b ! PP a ow) CARRIE CHRISTMAN NOTARY PUBLIC STATE OF FLORID,1 COMMISSION # DD376640 EXPIRES 12/5/2008 . ..- ..:_._s BONDED THRU 1-88&NOTARY, anc, be ce i gn II PLULIE LAN for: MAROh'DA 110ME5. INC,DEP170N: _LOT 45, MONTEREY OAKS PHASE A REPEAT (UTsrecorded)RECN PLAT BOOK PAGE(S) PUBLIC RECORDS OF 5EMINOLE COUNTY, FLORIDA TRACT 'G' CON5ERVATION EASEMENT PERPAI T a 5' 10' 2a P- 4� 0 GRArHIO SCAL[ "VIEWED ,do•R� IT OF SANFORD / J T I p + OP 0 xt o 1 �FrqCE & �' i2� ® j hll r__ �U N AID ' 40.00eMODEL: 5UNBURY"C' — ��. TWO STORY Flu (1-2 1 /2) BLOCK C] FINISHED FLOOR �- ELEVATION : P• 4'1.4-1 0DRAINAGE TYPE: 'C G) WTrll 12' x 25' CONC. ° N PATI D WITH FOOTER 7• f V J a- �> Ac ti M LOT 46 G, 5a' MINIMUM f3UILDIN6 LINE tqz o F.H.A. PLOT PLAN P - DENOTES PER ENGINEERING PROPOSED A[o' P ANSVARON VoO 4UC• P' E - DENOTES EXISTING ELEVATIONS F -� PER ENGINEERING PLANS. P 4610' R=55.0QL=23°00'38' BUILDING SETBACKS E �'� FRONT: zo' ARC=22.09' CH.=21.94' REAR: 15' CH.BRG.= 52000056"E 90E. 5' / SIDE S TREE T: 15' BUILDING LINE: 50' LOT 45 CONTAINS 5,610 SQUARE FEET/0.129 ACRES +/- NOTES. FLOOD CERTIFICATION CARMEL 6AY DRIVE I. BEARINGS ARE BASED ON THE NORTH LINE BASED ON THE FEDERAL EMERGENCY OF LOT 45 BEING S894430 -E. MANAGEMENT AGENCY FLOOD INSURANCE z. ELEVATIONS AND LOT DRAINAGE TYPE SHOWN RATE MAP, THE STRUCTURE HEREON ARE BASED ON SITE ENGINEERING SHOWN HEREON DOES NOT LIE WITHIN PLANS FOR THE PRO„ECT THE 100 YEAR FLOOD HAZARD AREA. 4, PLOT LAEONARETO FOUNDATION. LOT HAS NOT BEEN STAKED C{OM/MUNITY PANELIS STRUCTURE NO. ES 1N 0294 0040 E IN THE FIELD, EFFECTIVE DATE: APRIL 17, 1995 THIS IS NOT A SURVEY. MAP REVISION DATE: 0�NT (suaiccr TO CHANGE) THE UNDERSIGNEO AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVA17ONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE 06TAINCO AND CONFlRMEO BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION, ABBREWA 77ONSI LEGEND: N0. -NUMBER P.T• - POINT OF TANGENCY CONC-CONCRETE R. -RADIUS P.I.-POINT OF INTERSECTION L.S.-LAND SURVEYOR P.R.C.-POINT OF REVERSE CURVATURE D.E.-DRAINAGE EASEMENT AR - ARCCHORDL P.C.-PANT OF CURVATURE O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE U.E.-•UTILITY EASEMENT ARC -ARC LENGTH L.B.-LICENSED BUSINESS CH.BRG.- ORO BEARING D.d•A.E.-DRA/NACE k ACCESS EASEMENT D.U.-SE.-ORAASEM UTILITY CENTERLINE A/C -AIR CONDITIONER PAD pDELiA�NIRAL ANGLE) D.al1.E,-DRAINAGE & UTILITY EASEMENT SIDEWALK EASEMENT THIS SURVEY NOT VALID UNLESS EMBOSSED REVISIOtI ATE A PONE, IN�i W, L THE LICENSED SURE AND RAI of AFL IDA LrCENSEO RVE AN PER LAND SUH YORS AND MAPPERS 300 COUNTY ROAD 427 SOUTH LONGWOOD, FLORIDA 32 750-54 99 DOMINICK F. CAVONE - PRESIDENT TELEPHONE (407) 830-9080 FLORIDA SURVEYOR dt MAPPER NUMBER 2005 FAX No, (407) 339-3636 LICENSED BUSINESS NUMBER 5073 LOT by CHIP MPLAN,7'-_Z.7 CARO FlLE:AIOAKS2L45,DWC W.O.2000--4959 K 8-1" 1x3 2x3 1x3 K 7'7" B NZ 12x30 SCREEN ROOM 00 ATTACH TO WALL 1 1/2" BELOW SIDING -FLASH 27'11" xx x x x x xx NN N N N N NN 70 3/4" 20" W/G/ KICKPLATE 70 314" K 8-1" 1x3 2x3 1x3 l I I x x x x x x N N r K7'7"� Mr & Mrs Anthony Warren 146 Carmel Bay Dr Sanford FI 32771 Monterey Oaks t SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) C SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) - HOST STRUCTURE OR FOURTH WALL FRAME - USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I PAGE3A-1 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 W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37, 38, 39) (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM /2 'P/2' SIZE BEAM AND UPRIGHTS (SEE TABLES) 0. H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) VARIES VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) W z� F- U) -U U Lu P = PROJECTION FROM BLDG 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 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 1301 140 1 150 #8 1 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = 114" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (366) 7676556 PAGE © COPYRIGHT 2004 3A.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9 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/ #10 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. 'HROUGH SPLINE GROOVES SIDE WALL HEADER ATTACHED TO 1" x 2" OPEN ACK W/ MIN. (2) #10 x 1-1/2" .M.S. IDE WALL GIRT ATTACHED 1 " x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ONCRETE W/ 1/4" x 2-1/4" :ONCRETE/MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF :ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (38617674T74 FAX: (386) 767.6556 IPAGE © COPYRIGHT 2004 3A.6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 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 s 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" = 1'-0" SECTION 3A RISER PANELS ATTACHED PERI CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) 410 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.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/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 'L' I (banding 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 6'4" d 1'-0" d 5 5'4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'4" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-11" 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 5'4" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" 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'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span 'L' / (banding'b' or deflection V) 1 & 2 Span. 3 Span 4 Span Max. Cantilever Load Max. Span'L' / (bending'b' or deflection'd' Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-8" d 7'-1" d 7'-2" d 1'-2" d 5 6'-5" d 7'-11" d 8'-1" d l'-3" d 6 5'4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d 7'-5" d 7'-7" d 1'-2" d 7 5'-1" d 6'4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d 7'-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 4'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 5'-11" 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 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 7'-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'4" d 11'-2" b 1'-10" d 6 6'-8" d, 8'-3" d 7'-11" b 1'-4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d 7'-8" b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 6 6'-1" d 7'-2" b 6'-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-qb6'-2" -6" b 1'-2" d 9 7'-6" d 8'-8" b 8'-4" b 1'-6' d 10 5'-7" d 6'- b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5'-5" d 6'-11" b 1'-1" d 11 6'-11" b 7'-10" b 7'-7" b12 5'-3" b 5'--8" b 1'-1" d 12 6'-8" b 7'-6" 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 ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-11 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS 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 11 #/SF Sections 3'-0" 1 3'-6" Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H' / bending'b' or deflection'd' 7'.0" 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 1.1'-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 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind gust at 120 MPH velocity; using design load of 13 NSF Sections 3'-0" 1 3'-6" 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" 7'-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" 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 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-0" b 8'-0" b 7'-8" b 7'4" b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 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 2" x 4" x 0.046" S.M.B. 17'-6" 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 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'4" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'4" b 8'-11" b 8'-8" b 844" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" 6 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" 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. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4T74 FAX: (386) 7676556 PAGE © COPYRIGHT 2004_ 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY \ICHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL ROOF PANEL TO WALL DETAIL ` SCALE: 3" = 1'-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 1 140 150 #8 x 1/2" S.M.S. SPACED E=XISTING TRUSS OR RAFTER --0- #12 #12 - @ 8" O.C. BOTH SIDES CAULK #10 x 1-1/2" S.M.S. OR WOOD ALL EXPOSED SCREW HEADS WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C.' �':•:'::i..•.•.•.•.•.•.•.•... o--- ROOF PANEL EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY \ICHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL ROOF PANEL TO WALL DETAIL ` SCALE: 3" = 1'-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 1 140 150 #8 #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS I SECTION 7 Table 7.3.6 Allowable Spans for 0.024" PRO -FAB Composite Panels w/ EZ -LOCK for Various Loads Metals USA Building Products L.P. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Roof Panel w/ E7-Lr1CK Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 21'-0" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'4" 18'-8" 20'-11" 20'-2" 13'-9" 15'-4" 14'-10" 4'-0" 120 MPH 20'4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12-6" 13'-11" 13'4" 4'-0" 123 MPH 19'-6" 21'-10" 1 21'-1" 15'-11" 1 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 1 19'-5" 15'-1" T 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'4" 140 MPH 12'4" 13'4" 1 13'-3" 12'4" 13'4" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 1379" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 1177" 3'-11" Wind Region Open Structures —Mon -Sloped Roof 1&2 3 1 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs, 100 MPH 23'-5" 26-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19,-1" 21'-4" 20'-7" 13'-9" 15'13" 14'-10" 4'-0" 123 MPH 219 23'-1 3-2" 18'-" 20'9" 20'-0" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19' 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 176" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 1 13'-3" 12'-9" 4'-0" 150 MPH 1 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 1 12'4" 1177" 4'4" X 46"- X U.UZ4" Hnn? Yanal w/ FI -I nrK Wind Region Open Structures —Mon -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 3 4 1&2 3 4 1&2 3 4 span span span span span span span span span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0" 110 MPH 26-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 18'-2" 20'4" 19'4" 4'-0" 120 MPH 25'-2" 28'-1" 27'-2" 21'-6" 24'-1" 23'-3" 15'-6" 18'-8" 18'4" 4'-0" 123 MPH 24'-2" 27'-0" 26'-1" 20'-11" 23'-5" 22'-7" 15'-1" 18'-1" 17'-6" 4'4" 130 MPH 22'-4" 24'-11" 24'-1" 19'-8" 21'-11" 21'4" 14'-4" 15'-11" 15'-5" 4'-0" 140 MPH 15'-3" 'IT -0" 16'-5" 15'-3" 17'-0" 16-5" 13'-4" 14'-11" 14'-5" 4'-0" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" F17'-0" 16-5" 12'-5" 13'-11" 13'-5" 4'4" 0"'X 46" X U.U24" Roof Panel w/ EZ -LOCK Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 29'-1" 32'-6" 1 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4--0- 110 MPH ­MPH277-8" 29'-1" 32'-0" 31'-5" 26-6" 26-6" 27'-6" 20'-1" 22'-5" 21'-8" 4'-0- '-0"120 f 20 30'-11" 29'-11" 23'-9" 26'-6" 25'-8" 18'-5" 20'-7" 19'-10" 4--0- 123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 17'-10" 19'-11" 19'-3" 4'-0" 130 MPH 24'-7" 27'-6" 26-6" 21'-8" 24'-3" 23'-5" 15'4" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'4" 18'-2" 14'-9" IT -4" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 1 B'4" 18'-2" 13'-8" 15'4" 14'-10" 4'-0" note. Iota/ root panel width =room width + wall width + overhang mETRLS USflTM Lawrence E. Bennett, P.E. FL # 16644 Building Products L.P. CIVIL ENGINEER- DEVELOPMENT CONSULTANT 7815 American Way, Grovel and, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX: (386) 767-6556 TOLL FREE: 1-800-342-9077 bkaufmannOmetalsusa.com © COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-45