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HomeMy WebLinkAbout133 Hidden Arbor Ctri mak.;• •'.•r Permit # Job Address: CIT PLICATION S Date: Description of Work: Historic District: Zoning: Value of Work. $ , 4.y l Permit Type: Building -Lef!f 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 JL,"- Commercial Industrial Total Square Footage: Construction Type: _I # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: I I — d -LJ` tel— � L — f ")(i(`V)— Owners Name & Address: (Attach Proof of Ownership & Legal Description) Cry r. -4 -bre) I �=L -2, -) --,, Phone: 1 -L01)-- Contractor n Name &Address: t-Yy(Llr-f1. RVM c u n�t� J'Cl tc / Fick n lx- L /- State License Number: C. CTC �R 3 Phone &Fax . �C7� �- eta Contact Person: T- r C3 -r1 l�C Phone: �tU`l - a-RU'a-LL Bonding Company: Address: Mortgage Lender: Address: Architec ngineer: LQLAit r,r e. & , •y+ L "EA yPhone: Address: Ir.0. n�01C �L�- .�h 1r.tt�i 1�L ��a� 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: 1 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 may be additional permits required from other governmental entities such as water management distaicts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS'A13. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg g-07 b3 Zoning: (Initial & Date) Special Conditions: of O M Signiiti{fN4jf NoPA)W i66fAFWiWFVt Date MY COMMISSION # DD 164280 EXPIRE ovem oto 12.2006 r. a BcnEe ru uEget Notary Services ContfaCtti�/Agent is Personally Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) t�Al.0C) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL < O �' ND r �ClYKtf ��• l �' -41101 1K. NF -S %; Samford 1.1. 12771 441'7-66'.5-750h 7 In - 2003 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 11-20-30-515-0000-502A Tax District: S1-SANFORD Depreciated Bldg Value: $43,895 Owner: HOFFMAN BONNIE S Exemptions: Depreciated EXFT Value: $112 Address: 133 HIDDEN ARBOR CT Land Value (Market): $9,0 City, State,ZipCode: SANFORD FL 32773 $00 Land Value Ag: $ Property Address: 133 HIDDEN ARBOR CT Just/Market Value: $53,007 Subdivision Name: ARBORS THE AT HIDDEN LAKE SEC Assessed Value (SOH): $53,007 Dor: 01 -SINGLE FAMILY Exempt Value: $0 Taxable Value: $53,007 SALES Deed Date Book Page Amount Vac/Imp WARRANTY DEED 05/2003 04833 1791 $75,000 Improved WARRANTY DEED 04/1990 02178 1854 $43,400 Improved 2002 VALUE SUMMARY SPECIAL WARRANTY DEED 08/1989 02106 1624 $100 Improved 2002 Tax Bill Amount: $947 CERTIFICATE OF TITLE 08/1989 02094 1342 $62,500 Improved 2002 Taxable Value: $44,755 WARRANTY DEED 04/1988 01948 1883 $55,100 Improved WARRANTY DEED 12/1985 01698 1018 $62,300 Improved Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LEG LOT 502A THE ARBORS AT HIDDEN LAKE LOT 0 0 1.000 9,000.00 $9,000 SEC 1 RPT PB 32 PG 79 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1985 6 1,104 1,056 SIDING AVG $43,895 $46,946 Appendage / Sgft OPEN PORCH FINISHED / 24 Appendage / Sgft UTILITY FINISHED / 24 Appendage / Sgft UPPER STORY FINISHED / 560 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD DECK 1986 56 $112 $280 OTE: 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 properly tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole county_title?parcel=l 120305150000502A&(... 7/28/03 Seminole County Property Appraiser Select by Owner Page 1 of 1 TAX DETAIL MNM= Ewa= TAX ROLL FOR 2002 GENERAL Millage Millage Rate Tax Bill Parcel Number: 11-20-30-515-0000-502A Code Description Owner: GENTILE JEANNETTE A 0100 CNTY COUNTY 49989 $223.73 Address: 133 HIDDEN ARBOR CT 0400 SCHL SCHOOL 8479 $379.48 Tax District: S1 - SANFORD 1000 CITY SANFORD .65 $290.91 Just Value: $44,755 1200 SJWM .0462 $20.68 Assesed Value: $44,755 9800 CNTYD BONDS .02086 $9.34 +' Taxable Value: $44,755 9900 SCHLD BONDS .0521 $23.32 Seminole Ctxlnty Total Tax Bill $947.46 FivPrrl v /l�flwfsc r SALES Sales Deed Sales Book Page Vacant/Improve 1101 K. Hirst Ft. Code Type Date NyoI I'd 1.1. 32771 stl^�.rtis ^�tk, SQ WD 05/2003 04833 1791 1 LEGAL DESCRIPTION SU WD 04/1990 02178 1854 1 LEG LOT 502A THE ARBORS AT HIDDEN SU SW 08/1989 02106 1624 1 LAKE SEC 1 RPT PB 32 PG 79 SU CT 08/1989 02094 1342 1 SQ WD 04/1988 01948 1883 1 SQ WD 12/1985 01698 1018 I http://www.scpafl.org/pls/web/tr—web.rec—detail?parcel=l 120305150000502A&ctdonly=&co... 7/28/03 332 Maguire Rd. * Ocoee, FI. 34761 ♦ 407/290.2111 ♦ Fax 407/654.7533 Visit Our Web Site at www.aluminumandmore.com fit Owner AIIEW Home Telephone Numb WL.16e Address /Y3 &/ Date ZG 2/ City/State/Zip Subdivision0if Directions <&,64f �f xe �.2* xi 72 Comments DETAILS POOL ENCLOSURE ❑ SCREEN ROOM �./ COLOR Id White ❑ Bronze ROOF �/ ❑ Insulated CJ Pan INSTALL _,/ ❑ Facia L7 Wall WINDOW ❑ Acrylic ❑ Vinyl FAN BEAM DOOR KICK PLATE b SUPER GUTTER -0 Licensed & Insured General Contractor CGC060093 Did You Hear About Us? uthern Bell /— U We are not responsible for surface or curing cracks in concrete NOTICE TO OWNER (1) If Homeowner's approval is necessary It Is customer's responsibility to obtain prior to final layout. _ (2) Tear downs must be completed prior to final layout. Any changes made at time of layout or after layout wlll result in a 25% charge of total contract plus additional materials and labor. _ (3) Owner is responsible for any reinspection fees due to inaccessibility or missing permit. (4) Do not sign this Contract before you read it or If it contains any blank spaces _ (5) You are entitled to a copy of this Contract at the time you sign. Keep it to protect your legal rights. (6) This agreement is subject to office approval. OWNER ACKNOWLEDGES RECEIPT OF FULLY EXECUTED COPY Material and workmanship guaranteed forA full year under normal condition. Seller retains the rights provided by Fl, a Law, even if, no other security Interest Is given by Buyer to Seller regarding mechanics' liens. I OWNER6 DATE OF ACCEPTANCE REPRESENTATIVE FOR ALUMINUM THIS PROPOSAL IS GOOD FOR 30 DAYS M .►._ �' l 7T_ b�tti�e; Pov�-I- - -I- � ; - • I-- I -- i -- •��n�Ll /k-�_ �P, Rr7f'< rte-' I _! _I_.I�I_ I - � I i—I •_ 40 , - I � -t • --,--- NOTICE TO OWNER (1) If Homeowner's approval is necessary It Is customer's responsibility to obtain prior to final layout. _ (2) Tear downs must be completed prior to final layout. Any changes made at time of layout or after layout wlll result in a 25% charge of total contract plus additional materials and labor. _ (3) Owner is responsible for any reinspection fees due to inaccessibility or missing permit. (4) Do not sign this Contract before you read it or If it contains any blank spaces _ (5) You are entitled to a copy of this Contract at the time you sign. Keep it to protect your legal rights. (6) This agreement is subject to office approval. OWNER ACKNOWLEDGES RECEIPT OF FULLY EXECUTED COPY Material and workmanship guaranteed forA full year under normal condition. Seller retains the rights provided by Fl, a Law, even if, no other security Interest Is given by Buyer to Seller regarding mechanics' liens. I OWNER6 DATE OF ACCEPTANCE REPRESENTATIVE FOR ALUMINUM THIS PROPOSAL IS GOOD FOR 30 DAYS M 111897 LIMITED POWER OF ATTORNEY Date: d'— S 0-1 I hereby name and appoint of to be my lawful attorney in fact to act for me and apply to for apermit for work to be performed at a location described as: Section Township Range Pt Lot Block Subdivision `fie A tzars Fyz �A. c)c)zA Lcx-�keS 133 0'- c)c)er-, ar- LC' r." e \\ (Address of Job) �Ov�n `-i U��'!Y 1Q ✓1 `�� P' - aC) Ur LG r1c (Owner of Property and Address) and to sign my name and do all things necessary to this appointment (-CX r, V, C C -r -c) e,r,g 'C' .� GC 0 6 C) 9. ontoame of Certified Contractori2 is ) of Certified Acknowledged: Sw m to and subscribed before me this Day ofy5 A.D. T Notary Public, State of Florida ICHARD I GREEN MY OMM1881ON # DD 115V8 (Seal) EXPIRES: May 7.2006 (Seal) ' FL 0my -5, a eorb„a U,a My Commission Expires• 7/215/i003 05:31 407-679-2979 % 87�25'2093 12:33 4W?67166 7 E I1,4STALLAT I ON 1RELANID5 SURVE r`ING Legal Description: PNiG W Lot 602-A, -, RAcT To, T X APBORS AT RIDDEN L ICE, SECTION :. REPLAT eaeording to tbs Plat mereDf, as recorded to plat Book 29, page(s) 35, Public Records of SerrUnalc CotttteT, Florida. Also Known As. Lot 502-A, REPLAT OF TRACT 'V? AND 1,o-:� 501A THRU 593A. rME ARBORS AT N1,PDZN LAKE �WMON 1, REPLAT, imord[u2 tc �hw Plat thcrevf. as recorded in Mat Book 29, Page(s) 65, Public $tco,rdx of Semin8lo County, Florida. PAGE U 3J: 1 ,ebb fo. 0& QO 5 1 V MLIr vv M off v w y vi W At - 7r7 r -7r7 Office -407.678.3. 66 Fax- 407.671.6678 17; 17 C WwM '+ �W W.8 ; ado. _om Ip Gvrr m �n.R 6O wy_llr�.� a >7uroy V BaNd up—U4 ✓•V UdW,r rwd Feet-" r.+ '�^ Srw IomfK JlrlSi aqv Lew~N v+r/a/ #4,r Mt WW of Raftft Ash U a�p„n. 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P. 4nafr Yb.nr1C I�O,R - flW� r 9yb� 1*f - :;4 R - Ido! or rm""47 - l�Y.frd {kb i} jm a- MW ,. ro,ow RK' i.. t GAP n rr, a.p`. H = .rF! 7M _ y� �� A fFo rn.Y .4m- _�y [HIIG"' Aft n,+r _ ..�. Ir�w-r ,wr �rw 1 or. �w-�iYr Jam,., .r V :r•y Mr rI �•T� hk�.W w Ir IrL r � �ru� w.rrr rYi r .�f�tiy� l r,1r�r arr}+�rri tlh*rrpr Moi AVG im At xm � po J•�nr RIo No, 1 fi�-03 r PLANS REVIEWED OFICf", MIT #m-&�51%9 COPY CITY OF SANfORD i iTAC t�lell,. n-1 (D hooF 4EP To ,z,4sciA L%1o3r & . WALL Or -14E2 _?V7 dol Coa�Fs: 6RAryG E - Ex7utio2 ISE Wa�� G2cs►(-FASCIA IA , �v2t�,L.E• - S_�tK WAZIS ��Ayl -- --' — 31.v A co , r r ,r . „l n 1 ,� � ,�j ••fir �l YZ-17 WA L AS. A : R FLED FASCrq �. S�APFD TA c,)f i W A L L �. o 141Y Joa b gTlo ooh Orn?dS(T o F Size: \M1)'T �OJKTi off : ( ✓, VA i f L �J 44 r -- - ►- — � I T 69T V, LL Z SECTION, 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: 'LW FOR (PARTIALLY ENCLOSED) 3.2.1, / MAX. / / (EN H' UPRIGHT / (ENCLOSED) 3.3.1, 3.3.2, 3.3.3 HEIGHT (h) 1" x 2" '�-- MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL GLASS ROOM WITH SOLID ROOF (FOR FOOTINGS SEE DETAILS TYPICAL FRONT VIEW FRAMING PAGE 3-23, 24, 25) ' (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 'P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) w O � O.H. Z D SOLID ROOF/ / X NO MAXIMUM / / w ~ (ELEVATION SLAB OR GRADE) - P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: 'P' VARIES (.-ANCHOR 1" x 2" OPEN BACK -EXTRUSION -W/ 1t/4" -x 2 -1/4" -CONCRETE -FASTENER -MA) Of 2'=0"-O:G-. EACH SIDE -OF UPRIGHT ANCHOR l"' 2" TO WOOD WALL W/#10 x 2-1/2" S.M.S. W/ WASHERS-'OR,#10=x2'1./2'-WASHE'R-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 TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 140 1 150 #8 #10 #12 1 #12 PAGE TYPICAL SCREEN / GLASS ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 © COPYRIGHT 2003 3'2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 0 SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS RIDGE CAP #8 x 1/2" (3) PER PANEL #8 x 1/2" @ 24" 0. C. - ' - - - Fpp.NE� 3" ROO x 2 x , N C/) BEAM SUPPORTS DS fV (TYPIC ) RECEIVING CHANNEL (6) #8 x 1/2" S. M. S. TO STUD AND (8) #8 x 1/2" S.M.S. - - TO BEAM - - 3" ROOF �04 �I Im x N (j 60" MAX 2" x 6" S.M.B. HEADER x 0 0 C" 0 i ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX(386)767-6556 PAGE © COPYRIGHT 2003 3-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1. l SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = 1'-0" ANCHOR 1"x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"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 CONIC. 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2" x 2" OR 2"x 3" OR 2" S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 3'14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 0 SECTION 3 SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS 1/4" x 6" RAWL TAPPER THROUGH 1"x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- 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) 114" x 1-3/4" TAPCON TO SLAB OR FOOTING BRICK KNEE W. ALUMINUM FRAME SCREEN L AND FOUNDATION FOA SCREEN WALLS SCALE: 3/4" = V-0" 2'-0" MIN. 3-1/2" BEFORE SLOPE ALL S —1 I I I I I I� 111 l 1-1 I I 111-1 11=1 I I—I I I—I I 1 -II 1= I I TYPE I FLAT SLOPE / NO FOOTING NOTES: 0-2"/ 12" 4" MIN. (2) #5 BAR CONT. (1)#5 BA CONT.FE _ e � =o a cli e �IIIIIII : �s Wf17I=11 IP �— —tT=111111- III 1 1 1=I I I=III I I' 1 1 12" TYP TYPE III DERATE SLOP DOTING STEEP SLOPE FOOTING 2"/ 12" - V-10 > 1'-10" 1. THE FOUNDATIONS SHOWN ARE ASED ON A MINIMUM SOIL B ING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SIJALL BE VERIFIED, PRIOR TO PLACI THE SLAB, BY FIELD SOIL TEST OR/FN IL TESTING LA 2. THE SLANDATION SH L BE CLEARED OF DEBRIS, ROOTS, AND C PACTED PRIOR TO PLACEMF CONCRET . 3. NO FOOEQUIRED XCEPT WHEN ADDRESSING EROSION UNTIL THE PR CTION FROM THE HOUCTUR XCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLA SHALL BE A MINIMUM1/2" (4" OMINAL) THICK. 4. MONOLILAB AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6 - x10 WELDEDM H OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCALG CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. (SEE ADAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CAREAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. -SLAB=FOOTLNG DETAILS SCALE: 3/4" = l'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 3'24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR.REQUIRED FOR X LOAD B RING BRICK WALL 4" (NOM AL) PATIO is CONIC TE SLAB W/ 6 x 6 - "� 10 x WELDED WIRE MESH OR IBER MESH CONCRETE (1) #5 0 BARS W/ 3" COVER • a (TYPICAL) L AND FOUNDATION FOA SCREEN WALLS SCALE: 3/4" = V-0" 2'-0" MIN. 3-1/2" BEFORE SLOPE ALL S —1 I I I I I I� 111 l 1-1 I I 111-1 11=1 I I—I I I—I I 1 -II 1= I I TYPE I FLAT SLOPE / NO FOOTING NOTES: 0-2"/ 12" 4" MIN. (2) #5 BAR CONT. (1)#5 BA CONT.FE _ e � =o a cli e �IIIIIII : �s Wf17I=11 IP �— —tT=111111- III 1 1 1=I I I=III I I' 1 1 12" TYP TYPE III DERATE SLOP DOTING STEEP SLOPE FOOTING 2"/ 12" - V-10 > 1'-10" 1. THE FOUNDATIONS SHOWN ARE ASED ON A MINIMUM SOIL B ING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SIJALL BE VERIFIED, PRIOR TO PLACI THE SLAB, BY FIELD SOIL TEST OR/FN IL TESTING LA 2. THE SLANDATION SH L BE CLEARED OF DEBRIS, ROOTS, AND C PACTED PRIOR TO PLACEMF CONCRET . 3. NO FOOEQUIRED XCEPT WHEN ADDRESSING EROSION UNTIL THE PR CTION FROM THE HOUCTUR XCEEDS 16' THEN A TYPE II FOOTING IS REQUIRED. SLA SHALL BE A MINIMUM1/2" (4" OMINAL) THICK. 4. MONOLILAB AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6 - x10 WELDEDM H OR FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCALG CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. (SEE ADAL DETAIL FOR STRUCTURES LOCATED IN ORANGE COUNTY, FL) 6. IF A CAREAM OR FOURTH WALL FRAME IS REQUIRED USE A TYPE II FOOTING MINIMUM. -SLAB=FOOTLNG DETAILS SCALE: 3/4" = l'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE © COPYRIGHT 2003 3'24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC / VINYL, GLASS.& MODULAR ROOMS I SECTION 3 Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second -wind gust at 11"0. M'PH velocity; -using des.ig:n load of..�1.1 iV1SF'""y 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" Allowable Height 'H' /bending 'b' or deflection 'd' 1 7'-0" 1 7'-6" 2" x 2" x 0.044" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b T-8" b 7'-4' - b 6'-11' b 6'-8" b 6'-5" b 6'-2" b 5'-11' b 2.".x 2- x-0:0551 Hollow', 10'-3' ti 9=6, vb 8'-11" b 8'-5" b T-11" b T-7" b 7'-3' b 6'-11" b 6-9" b 6'-6" b 3"`x-2" z 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 T-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 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 11'-3' b 10'-5" b 9'-9" b 9'-2' b 8'-8" b 8'-3" b 7'-11" b 7'-7" b T-4" b 7'-1"b 9'-9" 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" bI 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: usinq design load of 13 #/SF Sections 3'-0"' 3'-0" Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-0" 1 5'-0"1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H'/ bending 'b' or deflection 'd' 1 7'-0" 1 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'-6" 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 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 1 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 8'4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b For 3 second wind oust at 130 MPH vilncity- usinn riacinn Inari of 15 tt/CF Sections 3'-0"' 3'-6" Tributary Load Width 'W'= Purlin Spacing 4'-0" 4'..6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H'/ bending 'b' or deflection 'd' 1 7'-0" 1 7'-0" 2" x 2" x 0.044" Hollow 8'-1' b 7'-6" b 6'-11" b 6-7" b 6'-3" b 5'-11" b 5'-8" b 5'-6' b 5'-3" b 5'-1" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" 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 9'-8" b 8'-11" b 8'-4" b T-11" b T-6' b 7'-2" b 6'-10" b 6'-7" b 6'-4" b 6'-1" b 3" x 2" x 0.070" Hollow 11'-6" b 10'-8' b 9'-11" b 9'-5' b 8'-11" b 8'-6" b 8'-2" b 7'-10" b 7'-6" b 7'-3" b 2" x 3" x 0.045" Hollow 11'-11' b 11'-1" b 10'-4" b 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2" b T-10" b 7'-7" b 2" x 4" x 0.050" Hollow 13'-11" b 12'-11" b 12'-1" b 11'-4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b 9'-1" b 8'-10" b 2" x 5" x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'-6" b 15'-8" 714'-11" b 14'-3" b 13'-9" bj 13'-3" b 12'-9" b 2" x 6" x 0.050" S.M.B. 22-4" b 20'-8" b 19'-4- b 18'-3" b 17'-3" b 16'-6" b 15'-9"b 15'-2" b 14'-7" b 14'-1" b 2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-4" b 7'-10" b T-5" b 7'-1" b 6'-9' b 6'-6" b 6-3" b 6'-1' b 2" x 3" x 0.045" Snap 12'11' b 11'-5" b 10'-8" b 10'-1" b 1 9'-6" b 9'-1" b 8'-8" b 8'4" bi 8'-1' b 7'-9" b 2" x 4" x 0.045" Snap 15'-1" b 13'-11" b 13'-0" b 12'-4' bj 11'-8" b 1 11'-1" b 10'-8" b 10'-3" bj 9'-10" b 1 9'-6" b rvvtes'. 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214568, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 © PAGE COPYRIGHT 2003 , NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 3-39 SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.2.1 Allowable Spans for 0.024" Elite Composite Panels for Various Loads Elite Aluminum Corporation Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" Y dA" Y 0 O?A" Pn—k 1rn n„_._.. .1 Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 ) j span span span I Screen Rooms & Attached Covers 1&2 3 : span span span Partially Enclosed 11x2 3 4 span span spun 1X2 span 1 Endo- d 3 ;pan I si,,l, Overnang I Cantilavar u,ll r:oois 100 MPH 21'-1" 23'-10" 1 23'-0" , 20'j4" 22'-9" i 21'-11" 13'-6" 1 '-1"1 4'_7" i5 17 _0" i 1C.'-3" I 4'-0" 110 MPHl 11' 4" 23'-10" 1d_' J ----------------- 20'-11" 20'-2" 11'-7" 13'-6" 13'_1" j J'-9" S,]h(Y span I Span 12U MPH 1 20'= " 2'-9" 1'-11" , 1 7'-5" 19'-5" 18'-10" 10'-8" 12'-5" 11'_6' 1'-"-6" , 'i 3'-1'1" 1 -u" 1 10-8" 123 MPH 1 1�j'-6" 21'-10"j " l'-1" 115-11" 18'-11" 18'-3"'" X"-8" 14 �" 11'- I1'-8" 13' c" ! 1;,,'_2 12UMPH l23'-10" 1 26-8" 25'-9" 120'-5" 130 irPH: 18'-0" 20'-2" j 9'-5" 15'_1" 17'-9" 16'-3" 9'-10" ; '10'-11..1 . '-7" ; 'I I'-1" 1 '12'- i I" ; l' -u" 1 _8'14' 14u ntrH 1 12,x.. 13. J., 1 ' 3" 1 12' 13' 9.. I .1 J, 3„ 97_2., 19-3' 0,-.1,.. I 10' 3 1%'-6" 1---•- 15U h1PH; 12'-1" I 13' 9" 1 13 3" ; 12' 4" 16'-2' 1 15'-7" 14'-5" j 8'-7" r' c' '10'-J' 9' 1.1._,. .17'-0,. �,,. 1 -_ 3" 48 J.u30' ranais \ I z I t�i:cu �L: i, Cti.i,bd ' $crB21i 1i00ni5 P- Jany=.iC10nEO ! � c:1C;v5ci_ R.gion ::vc,;;�,5� ; Viiud i,iunu-31ope-d Roof S r:rtached Covers 1&2 c ., iiiGuG-$IU LL: 1c2 3 � iilov<. R69ion io_ s 4 1 4 1c:2 3 I 1d_' J ----------------- I � _ ..- 1 11 I Jn .1 Shan sNSpanj span n Spa Spar, S,]h(Y span I Span 5pa,l 1 5j:,Lil t; Li i;0 J 00 cL 1 U 0 MPH 24'-11" 2T-11" 2%'-0" 23'-10" 6'-6" 25' '15'-i0" 18'-5" 17'-10" ! 10-8" /I) tdPH 27'-9" r 111.1 JAPH 24'-'I1" , 7,-11" ')7'-0" 1 21'-'I 1" 2,N" X"-8" 14 �" 15'-10" 15'=i" 16'-2" 15`'-3" i Ic'-o" 4' 12UMPH l23'-10" 1 26-8" 25'-9" 120'-5" 22'-'I 22'-1" ?2'-11" 14'-6" ?4'-0" ; i4-8 Ir -u "I� 1U�— U"� I 22'-11 25'-7" 24'-9" 19'-10" 22'- 1Ju I,Irfi) 1 _8'14' ?" 120 MPH 1 J, G.. -0" I �i2srriPH 130 hi PH 1 2 {'_ 23'-7" 22'-10" 18'-8" 2 10" _ 2' 1%'-6" 15' %" 1---•- 4 " 23 MPH 25'-5" 28'-5" 1i0 MPH 14'-5 16'-2' 1 15'-7" 14'-5" j 6,I�_ 2" r' c' '10'-J' 1 -G., 2' 1.1._,. .17'-0,. �,,. 1 -_ ' — 1 ,. '--I,,-0- o j .--� 1 U" E16--U14' S,. 16 --h 11 16' 2" I 15' 7" 14' S" 16' �„ 15'-7" 1(1'-0,. i j 1 - " , '13'-6 5, .1. 1 I 7' 4' �' S" 10' o" Vliind ,,,u,w-S1or,ed Koo'r ,z Aacchsd Covers � Cz•,aii�v�r I R.gion fes i j 1&2 c ., iiiGuG-$IU LL: 1c2 3 lc:' j -- 1 All span speln ! s rJrl s s ,: Pa I a ac; - s,,..;: I � _ ..- 1 11 I Jn .1 I olc -IUU MPH 2.i' -r Ic> i I " 4 span J 10„ span 1 lu span I span 20,_6„ 22'_'1.i, I 22'-2" 3, I /I) tdPH 27'-9" --i ! ('127 1.1-H 29'-6" 'L I' 19 I 2'I'_ � 2U. ,. 20'-8" ),. 13' `,,. 5'--- U„ — 1 1 12J ulr Ff j_ ' 1'- 1 _ 11' i 23'_2" I 29'-11"�28 20'-9" 20'-0" I c' II -J I ,J' -J I_ -I 1,i'J" 17'-1 i" j — 1Ju I,Irfi) I9-1 4'-i1" 120 MPH 1 J, G.. 29'-6" 28'-7" I -j—. v I, 1a'-5" 14L, 1,11�r1i 1%'-6" 15' %" 18'_ 1 1" 4 " 23 MPH 25'-5" 28'-5" 27'-5" 21'-11" — 23'-9" 14'-1" 15'-9" 15'-2" 15'-'10" 19'-0" 18'-5" 4'-0 130 MPH 23'-5" 26'-2" 25'-4" i 23'-1" 15'-1' j 1 - " , '13'-6 5, .1. 1 I 7' 4' �' S" 10' o" 4'-0" 140 MPH 15'-11" J. j J � 11 12G - i --- - "-r 6 n Lawrence E. Bennett, P.E. Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT F.O. BOX 214368, SOUTH DAYTONA, FL 32121 Panel Products 1801 N.W. 64th Street TELEPHONE (386) 7674774 Ft. Lauderdale, FL 33309 FAX (386) 767-6556 Tel: (954) 491-3700 Fax: (954) 491-1433 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-27 J ' J;J.: � rc2n hGOg1S i✓i+,il,ily C.tlClvSc`C; � 1C.0 irillt iiiGuG-$IU LL: R0011 ix Afthched CovQr.`.. , I �, cil illy Ydi' Rec' n 102 S 1&2 3 4 iZL2 I + Ic> i All spar span scan I span span span span I span span i span I span l� pa Roofs /I) tdPH 27'-9" 1 3U'-11" 29'-11" , 26'-5" 29'-6" 20' 7" 18'-3" 20'-5" 19'-?" 1 20'-8" 22-41" 4'_0" 110 MPH 27'_9" 30'-11" 29'-11"�28 27'-2" 126'-3" '15'-9" 18'-6" 17'-1 i" j 1" 2'I'-5" 20.8„ 4'-i1" 120 MPH 26'-5" 29'-6" 28'-7" 25'-4" 24'-5" 1a'-5" 16'-1" 15' 7" i 1%'-6" 15' %" 18'_ 1 1" 4 " 23 MPH 25'-5" 28'-5" 27'-5" 21'-11" 24'-7" 23'-9" 14'-1" 15'-9" 15'-2" 15'-'10" 19'-0" 18'-5" 4'-0 130 MPH 23'-5" 26'-2" 25'-4" 20'-8" 23'-1" 22'-4" 13'-4" 14'-11 14'-5" 15'-0" 17'-11" 16-3" 4'-0" 140 MPH 15'-11" 17'-11" - 17'-3" 15'-11" 17'-11" • 17'-3" 12'-5" 13'-10" 13'-5" 14'-0" 15'-8" 15'-2" 4'-0" 150 MPH 15'-11" 17'-11" 17'-3" 15'-11" 17'-11" 17'-3" 11'-2" 12'-11" 12'-6" 13'-1" 14'-7" 1 14'-1" 4'-0" Note: Total rnnf naval —i'ir4,_- "-r 6 n Lawrence E. Bennett, P.E. Elite Aluminum Corporation CIVIL ENGINEER- DEVELOPMENT CONSULTANT F.O. BOX 214368, SOUTH DAYTONA, FL 32121 Panel Products 1801 N.W. 64th Street TELEPHONE (386) 7674774 Ft. Lauderdale, FL 33309 FAX (386) 767-6556 Tel: (954) 491-3700 Fax: (954) 491-1433 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-27 J ' SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.2.3 Allowable Spans for 0.024" Elite Composite Panels for Various Loads Elite Aluminum Corporation Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core fj.P.S. #1 Density 1" r AR" x n n1n" Rnnf Panel I Glass Rooms 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 Partially Enclosed 1&2 3 4 span span span 1& Xpan nclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 15'-10` -18'-5" 17'-10)0'18'-8" 19'-2" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11' 27'-0" 21'-11" 24'-6" 23'-8" 14'-2" 15'-10" 15' 16'-2" 19'-3" 18'-8" 4--0- 120 MPH 23'-10" 26'-8" 25'-9' 20'-5" 22'-10" 22'-1" 12'-11" 14'-6" l—O— 14'-8" 17'-8" 15'-10., 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10' 22'-2" 21'-5" 12'-8" 14'-2" 3'-9" 14'-4" 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7` 22'-10' 18'-8" 20'-10" 20'-2" 1 11'-6" 13' -6"Y'13' -O" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 1 14'-5" 16'-2" 15'-7" 14'-5" 16'-2' 15'-7` 10'-9" 12'- 11'-7" 12'-8' 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" 16'-2" k 15'-7" 14'-5" 16'-2" 16-7- 10'-0" 11' 10'-10" 11'-8` 13'-2" 12'-9" 4'-0" A" x 4S" x 0.030" Roof Pane I Glass Rooms Wind Region Open Struct Mono -Sloped 1&2 3 span span es of sp n Screen Rooms & Attached Covers 1&2 3 4' span span span Pa Ily Enclosed 1 3 4 s pYn span span 1&2 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 26'-11" 30'-1" 29'-1 25'-8" 28'-9" 27'-9" '-9" 19'-10" 19'-2" 20'-1" 22'-5" 21'-8" 4--0-- '-0"110 110MPH 26-11" 30'-1" 29'-1" 23'-8" 26'-5" 25'-6" 15'-4" 18'-0" 17'-5" 18'-7" 20'-9' 20'-1" 4'-0" 120 MPH 25'-8" 28'-9" 27'-9" 2 '-11" 24'-7" 23'-9" 14'-0" 15'-8" 15'-2" 15'-10" 19'-1" 18'-5" 4'-0" 123 MPH 24'-8" 27'-7" 2li'-8" 21' ' 23'-11` 23'- 13'-8" 15'-3" 14'-9" 15'-5" 18'-6" 17'-11" 4'-0" 130 MPH 22'-9" 25'-5" 24'-7` 20'-1` 2'-5" 21/8" 12'-11" 14'-6` 14'-0" 14'-7" 17'-5' 15' 9" 4'-0" 140 MPH 15'-7" 17'-5" 16'-10" 15' 7" 1 '-5' -10" 11'-7" 13'-6" 13'-0" 13'-8" 15'-3` 14'-9" 4'-0" 150 MPH 15'-7" 17'-5" 16'-10' 15'-7" 17'- 16'-10" 10'-10` 12'-7" 11'-8` 12'-8" 14'-2" 13'-9" 4'-0" 6" x 48" x 0.030" Reef Panel / Nk, mace P-. Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen ooms'' & Atta ed Covers' 1&2 3 4 span span span Partially Enclosed 1&2 3 4 \s.pan span span 1&2 span Enclosed 3 span 4 span Overhang Cantilever All Roofs 100 MPH 32'-10" 36'-9" 35'-6" 31` 35'-0" 33'-10" 21'=8" 24'-3" 23'-5" 24'-6" 27'-5" 26'-5" 4--0-- '-0"110 110MPH 32'-10" 36'-9" 35'-6" 28' 0" 32'-3" 31'-2" 19'-8"\, 21'-11" 21'-3" 22'-8" 264" 24'-6" 4'-0" 120 MPH 31'11" 35'-0" 33'-10" '-10" 29'-11` 28'-11" 17'-10" °19'-11" 19'-3" 20'-9" 23'-3" 22'-5" 4--0- 123 MPH 30'-1" 33'-8" 32'-6` 26'-l' 29'-2" 28'-2" 17'-5" 19':\6" 18'-10" 20'-2" 22'-7" 21'-10" 4--0- 130 MPH 27'-9" 31'-1" 30'- 24'-6" 27'-5" 26'-5" 15'-10" 18'-7" 1T-11" 18'-11" 21'-3" 20'-6" 4'-0" 140 MPH 18'-11"]211"-3- 2-3" 2 -6" 18'-11' 21'-3" 20'-6" 14'-8" 16'-5" 15'-10' 1T-7" 19'-8" 18'-11" 4'-0" 150 MPH 18-11" 3` 0'-6" 18'-11' 21'-3" 20'-6" 13'-9" 15'-5" 14'=10"15'-6" 18'-3" 18'-4" 1 17'4" 4--0- 8" x 48" x 0.030" Roof Panm(l I Rlace Rnnmc Wind Region Open Str ctures MonoSl ped Roof 1&23 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Partially Enclosed 1&2 3 4 span span span 1&2 span Enclosed 3 span 4 span Overhang ! Cantilever All Roofs 100 MPH 38'-6" 43'-0" 41'-7" 36'-8" 41'-0" 39'-8" 25'4" 28'4" 27'-5" 28'-8" 32'-1" 30'-11' 4--0-- '-0"110 110MPH 38'- 43'-0' 1 41'-7" 33'-9" 37'-9" 36'-6" 22'-11" 25'-9" 24'-10" 26'-7" 29'-8" 28'-8" 4'-0- 120 MPH 36'Y8" 41'-0' 39'-8" 31'-5" 35'-2" 33'-11" 20'-10" 23'4" 22'-7` 24'-4" 27'-3" 264" 4'-0" 123 MPH 3 -3" 39'-5' 38'-1" 30'-6" 34'-1" 32'-11" 20'-5" 22'-10" 22'-1` 23'-8" 26'-5" 25'-6" 4--0- 130 MPH '-6' 36'-4" 35'-2" 28'-8' 32'-1" 30'-11` 19'-6" 21'-9" 21'-1" 22'-3" 24'-10" 24'-0" 4--0- 140 MPH 2'73" 24'-10". _24'-0" .22'-3' . 24'-10" 24'-0" 17'-11" 20'-1" 19'-5" 20'-7" 22'-11" 22'-3" 4'-0" 150 MPH 3` 24'-10' 24'-0" 22'-3' 24--l-07T-2-47-0--i 16'-1" 18'-10" 18'-3" 19'-3" 21'-6" 20'-9" 4'-0" 3-9. I uwj Iuul Nanei wimn = room wiuin ? wau whin * overhang. LE 200 n Elite Aluminum Corporation Penal?rodups 1801 N.W. 64th Street Ft. Lauderdale, FL 33309 Tel: (954) 491-3700 Fax: (954) 491-1433 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX(386)767-6556 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-29 0 C I SECTION 3 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS Table 3.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 20 #/SF (36 #/SF for Max. Cantilever) Aluminum Allnv ROR3 T -A 2" x 2" x 0.044" 2" x 2" x 0.055" Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 a 2 Span 3 Spin 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 a 2 Span 3 Span 4 Span Max. Cantilever 5 4'-4" d 5'-5" d 5'-3" b 1'-1" d 5 4'-8" d 5'-9" d 5'-8" b 1'-2" d 6 4'-1" d 4'-11" b 4'-9" b 1'-0" d 6 4'4" d 5'-5" d 5'-3" b 1'-1" d 7 3'-11" d 4'-7" b 4'-5" b 0'-11" d 7 4'-2" d 4'-11" b 4'-10" b 1'-0" d 8 3'-9" d 4'-3" b 4'-2" b 0'-11" d 8 3'-11" d 4'-8" b 4'-6" b 0'-11" d 9 3'-7" d 4'-0" b 3'-11" b 0'-10" d 9 3'-10" d 4'-5" b 4'-3" b 0'-11" d 10 3'-5" b 3'-10" b 3'-8" b 0'-10" d 10 3'-8" d 4'-2" b 4'-0" b 0'-11" d 11 3'-3" b 3'-8" b 3'-6" b 0'-10" d 11 3'-7" d 3'-11" b 3'-10" b 0'-10" d 12 -j-1" b 3'-6" b 3'-4" b 0'-10" d 12 3'-5" b 3'-10" b 3'-8" b 0'-10" d 3" x 2" x 0.045" / 3" x'2" x 0.070" Load Max. Span 'L' / (bending 'b' or deflectlon.'d' Width (ft.) 1 a 2Sa 3 Span 4 Span Max. Spa p p Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 & 2Sa 3 Span 4 Span Max. p p p Cantilever 5 . 4' ITVd 6' 1" d 6'-3" d 1'-2" d 5 F-7" d 6'-10" d T-0" d 1'-4" d 6 4'-8" d 5'-9" d 5'-9" b 1'-2" d 6 5'-3" d 6'-5" d 6'-7" d 1'-3" d 7 4'-5" d 5'-6" d 5-4" b 1'-1" d 7 4'-11" d 6-2" d 6-3" d 1'-3" d 8 4'-3" d F-1" b 4'-11" b 1'-0" d 8 4'-9" d 5'-10" d 5'-11" b 1'-2" d 9 4'-1" d 4'-10" b 4'-8" b 0'-11" d 9 4'-7"d 5'-8" d 5'-7" b 1'-1" d 10 3'-11" d 4'-7" b 4'-5" b 0'-11" d 10 4'-5" d 5'-5" d 5'-3" b 1'-1" d 11 3'-10" d 4'-4" b 4'-3" b J'-11" d 11 4'-3" d 5'-2" b 5'-0" b 1'-0" d 12 3'-8" d 4'-2" b 4'-1" b 0'-11" d 12 4'-2" d 4'-11" b 4'-10" 2" x 3" x 0.045" 2" x 4" x 0.050" Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 18.2 Spa3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft1 8, 2Spa 3 Span 4 Span Max. Cantilever 5 6-2" d 7'-4" b 7'-1" b 1'-6" d 5 7'-11" d 9'-4" b 9'4" b 1'-11" d 6 5'-9" d 6-8" b 6-5" b 1'-5" d 6 7'-6" d 8'-6" b 8'-3" b 1'-10" d 7 5'-6" d 6-2" b 5-11" b 1'-4" d 7 7'-1" b 7'-11" b 7'-7" b 1'-9" d 8 5'-2" b 5'-9" b 5'-7" b 1 1'-3" d 8 6'-7" b 7'-5" b 7'-2" b 1'-8" d 9 4'-10" b 5'-5" b 5'-3" b 1'-3" d 9 6-3" b 6-11" b 6-9" b 1'-7" d 10 4'-7" b 5'-2" b 4'-11" b 1'-2" d 10 5'-11" b 6'-7" b 6'-5" b 1'-6" d 11 4'-5" b 4'-11" b 4'-9" b 1'-2" d 11 5-8" b 64" b 6'-1" b 1'-6" d 12 4'-3" b 4'-9" b 4'-7" b 1'-1" d 12 5'-5" b 6'4" b 5'-10" b 1 1'-5" 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 PAGE e� © COPYRIGHT 2003 3,28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. P