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HomeMy WebLinkAbout181 Twin Coach CtCITY OF SANFORD PERMIT APP ACATION ® , Permit No.: 0 :�) " o-15 Date:' Job Address:e (-� e� �l� C llf- 61 CaU% T, 5,6JF64 _ Permit Type: Description of Work: Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS _ ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines_ Number of Gas Lines C i oc) Occupancy Type:'Residential Commercial — Industrial Total Sq Ftg: �d Value of Work: ® — Type of Construction: Parcel No.: Owner/Address/Phone: Flood Zone: Number of Stories: Number of Dr elli ig Units: (.Attach Proof of Ownership & Legal Description) /i rl-IA-r ll M UI T, Contractor/Address/Phone: E— K7 -(W I0 /Z bin'1 C 1/0 C ( MJ7 3c92 -(P _�M? S (G'U Z W1h& PLAW k ([? , S/fAl @e) 'J,-927-3 State License Number: SCC O56 7.3 V_ Contact Person: L)2 J(3 fnw ��PF Phone & Fax Number: 64670 %7 3CV 1 �IM1c 67 30' b yy Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender:, Address: �._ Architect/Engineer 1_4ie4� 6CN,dF77l &w i,Ws C r(LE) Phone No.: '- Address: 310 1, S.�)"rc,4 folal-_V-362 Fax No.:3Aa-7(n-7- 6SS�o Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or instal itio t has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regular ung 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 PROPI',RTY. 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 pernit, there may be additional restrictions applicable to this prop(xty that may be found in the public records of this county, and there may be additional permits required from other governmental ei itities such as water management districts, state agencies, or f Aeral agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. A 63c 03 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name ,, Print Contractor/Agent's Name A ,�_Vlkll03 Signature of Notary -State 71orida Date roarP"Uw,,� RICHARD H. ZAPF ! _ Commisz:c-! ;.'ZC-01.74321 ? Exp; "- i i 212007 6,: onded through {{ao0-a3Z-4254) Fri/a No Ap,sssn I c erFA�genbts........ �er a�C'�cndiAtoiMe or Produced ID r®�o Lo 64`1 Date Foornmission ;�4.tii Exon Bonded through Florid Notary Assn.. Inc. Contractor/Agent is/ " Personally Known to n le or Produced ID ;i-7A- APPLICATION -� — — APPLICATION APPROVED BY: ia� Date: Special Conditions: 4W "*'Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 Personal Property I Please Select Account PARCEL DETAIL " '� d © D 4�° -- a S minolr County �%+oprrrrr>�prarxr F c�rrxrr I In i U, Fir" SO, (t N's %lord Fl. 1277 i � _ 1117-A6�-751M 2003 WORKING VALUE SUMMARY Value Method: Income GENERAL Number of Buildings: 3 Parcel Id: 13-20-30-300-0150-0000 Tax District: S1-SANFORD Depreciated Bldg Value: $0 Owner. CARRIAGE COVE LLC Exemptions: Depreciated EXFT Value: $0 Address: 7777 N WICKHAM RD # 12-311 Land Value (Market): $0 City,State,ZipCode: MELBOURNE FL 32940 Land Value Ag: $0 Property Address: 427 CR N SANFORD 32771 Just/Market Value: $5.475,200 Facility Name: CARRIAGE COVE -M H ,' 6 N Dor: 28 -MOBILE HOME PARK � Assessed Value (SOH): $5,475.200 � Exempt Value: $0 Taxable Value: $5,475,200 SALES Deed Date Book Page Amount Vac/imp 2002 VALUE SUMMARY QUIT CLAIM DEED 09/2000 03926 1085 $100 Improved 2002 Tax Bill Amount: $115,907 SPECIAL WARRANTY DEED 09/2000 03926 1077 $5,200.000 Improved 2002 Taxable Value: $5.475,200 QUIT CLAIM DEED 0111974 01034 0156 $460,000 Vacant Find Comparable Sales within this DOR Code LEGAL DESCRIPTION LEG SEC 13 TWP 20S RGE 30E N 12 OF NW 1/4 OF NW1/4+E2/3 OF SE 1/4 OF NW 1/4 OF NW 1/4+E2/3OF NE 1/4 OF SW 1/4 OF NW 1/4 (LESS E 25 FT & RD) & BEG LAND SW COR OF NE 1/4 OF NW 1/4 RUN E 258 FT N 141 FT N 86 DEG E 237.2 FT N 38 DEG 47 Land Assess Method Frontage Depth Land Units Unit Price Land Value MIN E ALG RD 326 FT S 86 DEG W 32.5 FT N TO LOT 0 0 120.000 5,927.00 $711.240 NE COR OF NW 1/4 OF NE 1/4 OF NW LOT 0 0 356.000 5,927.00 $2,110,012 1/4 W 660 FT TO NW COR OF NE 114 OF NW 114 S ACREAGE 0 0 17.000 20.00 $340 1329 FT TO BEG (LESS RD) AND 12-20-30-300-01304)000 BEG SW COR RUN N2DEG 43 MIN 35 SEC E 97.16 FT NELY ON CURVE 263.3 FTN58DEG 1 MIN 47 SEC E 1814.96 FT NELY ON CURVE 285.735 FT E 600 FT S 280 FT W 660 FT S 990 FT W 1974.56 FT TO BEG BUILDING INFORMATION Bid Year Gross Bid Est. Cost Num Bid Class Bit Fixtures SF Stories Ext Wall Value New 1 MASONRY 1974 12 3,022 1 CONCRETE BLOCK -STUCCO - $145,000 $214,815 PILAS MASONRY Subsection I Sqft BASE SEMI FINISHED 1462 http://www.scpafl.org/pls/web/re_web.seminole_ county_ title?parcel=13203030001500000... 3/18/2003 Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 Subsection I Sqft 2 MASONRY PILAS 3 MASONRY PILAS OPEN PORCH FINISHED 132 1974 2 576 1 CONCRETE BLOCK -STUCCO - $30,466 $45,135 MASONRY 1974 4 984 1 CONCRETE BLOCK -STUCCO - $50,699 $75,109 MASONRY EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD WALKWAY 1979 2,040 $4,080 $10,200 POOL COMMERCIAL 1979 225 $2,520 $6,300 COOL DECK PATIO 1979 4,148 $5,807 $14,518 OVERRIDE 1979 192 $403 $403 WALKS CONC COMM 1979 6,218 $4,974 $12,436 ASPHALT DRIVE 2 INCH 1979 84.468 $50,681 $126,702 PATIO CONC COMM 1979 6,345 $5,076 $12,690 DRIVE 4 IN CONC 1979 16.992 $13.594 $33,984 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax Durposes. "' If you recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. http://wxv,v.scpatl.org/pls/web/re_web.seminole_county_title?parcel=13203030001500000... 3/18/2003 •_ STRUCTURAL DESIGN SERVICES 531South S.R. 434 Suite 2005 Altamonte Springs, FL 32714 rrSD,S9 Phone (407) 290-2799 fax (407) 290-2953 P 1789 EXTERIOR HOME SAVERS INC. 03-24-03 2867 STONEWALL PLACE STANFORD, FL.32773 JOB: 181 TWIN COACH CT. This letter is to confirm the following: 1. After review of the host structure mobile home, it is my opinion that the tie downs and piling requirements as set by the state and certified by Grundel co. #190702 will meet or exceed the uplift that the addition being attached will add to the structure.The structure will be a carport and screen room which is 10'x 47'. These additions are being attached to an existing mobile home which is a 27'x 57' model 2003 Fleetwood. SANFORD BUILDING DEPT. THESE PLANS ARE RE:VIFWED AND CONDITIONALLY ACCEPTED FOR PERMI IA PERVIT ISSUED SHALL BE CONSTRUED TO BE A I_!t.ENFE TO PROCEED WITH THE WORK ANC NO i' '.: AUTH(DRITY TO VIOLATE, CANCF.L. ALTER. CF; Si{? ASIDE ANY OF THE PROVISIONS OF THF TE,:HNICAL CODES. NOR SHALL ISSUANCE OF A F,' RMI r PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. PERMIT # OFFICE COPY Y/L /3 t-\ KEN FREERS LICENSED PROFESSIONAL ENGINEER 531 South S.R. 434 SUITE 2005 ALTAMONTE SPRINGS, FL. 32714 PE # 18243 t S� Z P 0 n CA 2 (L I A G Cavr wo"l y r�1Gdt l� �a�n� N D R ► V tL ie rt -r �� 2 FIE" i. O o, 19 a / I -c / y",C.2o' . - - AL.L. I)0. JCcd, ., r.,rL%z.- r. -j.. la� ,:pAN ) K >- 0 Ids.. 02" SCREEN; VINYL. GLASS & MODULAR ROOMS SE=ON 3 COMPOSITE ROOF PANELS: (4)114' x 4' LAG BOLTS W/ - 1-14W FENDER WASHERS PER ' - 4? -W PANELACROSS THE FRONT AND 24' O.C. ALONG _ SIDES 7 x 2' OR Z x 3' HOL CW GIRT AND KICK PLATE.- XZ, HOLLOW RAIL RISER PANELS A=ACHEO PER CHAPTER T HEADIER ATTA=—M TO POST W/ MIN. (3) #10 x :40 S.M.S. IN. SCREW BOSS Z'x2. Z'x3'GR3xT HOLLOW (SEE= SAN TABLES) pOSTA7TACHED TO BOTTOM / NUN. (3) #10 x 1-1/r S.M.S: IN - • - SCREW BOSSES FOR SNAP S(T"IISIONS GIRT ATTACHED M POST Wrn i• MIN- (3) #10 x urS.M.S. IN. SCREW BOSSES .- TYPICAL - TYPICAL.. UPRIGHT DETAIL SCALE: 7- I' -Q' V x 2 OPEN E.AC413OTTOM RAIL. 1/4' x 2-1/4' MA: CLARY „ NCHCR Q 6- FROM EACH POST AND 24' O.C. (MAX) Lawrence E Bennett, F.E c�va:a�srt-ae�or�vroc�cxr�xr• az: P.0. BOX A7Os` aC[JTifOAYTC.lIA. PL 72TIT �'yG r (7lCJTp�Tl4 SEAL PACM COPYiOGMT 20= iacfvB�na��saso� vNas�Po�t�r�aaK:asma�sir.,Ps 3—?5 1= SOLID ROOF PANEL PRODUCTS SECTION 7 i' •F .F, e 1 s 4 i 12" x VARIOUS HEIGHT RISER ROOF PANEL` SCALE: 3" = 1'-0" •h 4••ar r' . - .-.ie ''7W, �'� Pili•,.-. Table 7:2:1. , ''Allowable. Spans for Riser. Panels for Various Loads. nuax: Metals.USA Building Products Sou*east, Ina ;_ Y�• _ _ Manufacturers Proprietary Products: Aluminum 'Allo 3105 H-28 - ... d a- kw- i ft 122d_. 2 er &.RIb Riser Panels r_ .._ .. Glass Rooms - - x; r1 "open Structures Screen Rooms Partially Enclosed 132 span Enclosed 4 span Overhang/ :Wsid" •4' Mono-SlopedRooi "'3+r -7t x 1T4' - 1T-'. 21'-0" 21'-10" 10'-T 13'-9" "' 12'-9" Cantilever Rsglorr' t ,132 •, ; T. 4 132 3 4 132. 3 4 132 3 4 All • span, span span span span span span span span span span span Roofs 400MPH X10'-10' •13'-11' 14'-3' 16=1' 19'-10' 20'x' 9'-10' 12'-8' 12'-11" 1174" 14'-7' 14-11' 4'4r :110:MPH: ;.10'-2.'.: •-•13'-2' 13'-5' 1S -T 19'-2' 19'-T 9'-3" 11'-5' 11'-8' 9'-8" 13'-S' 13-11' 4'-0- :120311PH , 17v"- 12'-0" 14-8' 18'-2' 18'-6" 8'-9" 10'-9" 10'-11" 9'-1" 12'-11' • 13-2' 4'47 423:MPH' -W-5% .11-0' .112!-5"14=8' 140 MPH : •.9'�" 18'-1' 18'-0' 8'-T 10'-T 10'-10" 8'-11' 12'-9' 17-11' - 4'-0',130:MPH ;:,9'-1' - ••11'-0' -• 14'-0' 1T-4' 1 T-0' 8'-3' 10'-3' 10'-5• 8'-8" 12'-3' 12.6' 4'-0- 44CAPH :- 8'-8 ••= • 10'-8' 13'-6' 16'-T 16'-11' T-10' 9'-9' 9'-11' 8'-3- " 10'-2' 10-11' T-11" �150:MPH ..8'-3's- -•10'-2" •12-9' 1 15'-9' 1 16'-1" I T-6' 1 W-3- 9'-5' 790' 9'-9' 10'-0' T-10" 0.090-2 er 5 Rib Riasr Panels Glass Rooms :.�11111n'db" Mono-Slo d Roof Reglom 132 3 4 :.span. span span onien Rooms - ,132 3 4 span span span Partially Enclosed 132 • 3' 4 span span -span 132 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs :100:MPH ' 1•T -W 1T4' 1T-9' 1T-'. 21'-0" 21'-10" 10'-T 13'-9" 13'-11" 12'-9" 15'A' 1T -w 4'-0" " 110 MPH -10'- 14'.9" 14'-0' 16'-9' 20'A" 21'-2' 9'-11" 12'-11" 13'-2' 10'-5" 14'-10' 15'-1' 4'-0" 120 MP 10'•4" 17-5" 13'x" 15'-10' 19'-T 217-0" 9'-5" 11'-T 12-5' 9'-10- 13'-11" 14'-' 4'-0" 123. K 13-2' 13'-5" 15'-10' 19'-6' 19'-11' 1 9'-3" 11'-5' 111-8' 9'-0" 13'-9" 14'4r 4'-0' .130 MPH 9'-10' 12'-8- 12'-11' 164" 18'-8' 19'-1" 8'-11" 11'-0' 11'-3' F-4- 13'-3' 13'4r 4'-0' 140 MPH : •.9'�" 11'-T 12'-4"14'-W 1T-11" 18'-4" 8'-6' 10'-6' 10'-8'W-11- 12'-7' 12'-10' 4'-0' 150 MPH 8'-11" 11'-0' 11'-3' 1744 18'-11' 1T-4' 8'-1' 10'-0' 10'-2' V-6" 10'-6' 12 9' r4r Note: Total roof panel width = room width + wall width + overhang. NEmETRLS USAT"" F �.; � • 'Lawrence E. Bennett, P.E: -- +� ` Bui l di n ; • Products .southeast,, Inc. Z CML ENGWEER-DEVELOPMEMOONSULTAMT • 9 P.O. BOX 4366, SOUTH DAYTONA, FL 32121 7815•American•way,'Grovetand;"FL 34736 TELEPHONE(386)767-4774 - S ' TEL: (35Z)' 787-7766 xZ02': FAX: -'652) 429-2011 FAX(386)787.8556 +( TOLL FREE:' 1-800-342-9077 ppeterson0aetalsusa:com - gEAL -.. PAGE' ®` COPYRIGHT 2002 - r 1�� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E." 7-25_- 'I i" , -• _ SECTION 7 SOLID 900E PANELI,P,RODUCTS Table 7.3.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy'3105 H-14, H-25 Foam Core E.P.S. W Density ufacturers Proprietary Products: - 3" x 48" x 0.024' Panels Glass Rooms Wind Region pen tructures Mono -Sloped Roof 132 3 4 span span span Screen Rooms 132 3 4 span span span Partially Enclosed 132 3 4 span span span 132 span Enclosed 3 span 4 span Overhang Cantilever All Roofs 100 MPH 12'-7- 1T-5" 13'-0" 21'4" 23'-10" 23'-0" 10'-3" 11'-5" 11'-0- 15'-3" 12'-3" 11'-10" 4'-0" 110 MPH 10'-9' 12'-11" 12'-6' 20' " 22'-9' 21'-11" 9'4' 10'-5" 10'-1" 13'-3" 11'-2" 10'-9" 4--0- 120 MP 9'-10' 11'-0" 10'-8" 18'-8" 20'-11" 20'-2" 8'-6" 9'-6' 9'-Z" 12'-2" 10'-2" T-10" 4'-0' PH 9'-T 10'-9" 10'-4 - 20'-9" 20'-0' 8'-4' 9'-4' 8'-11" 11'-11' 9'-11" 9'-7" 4'-0' 130 MPH 9'-1' 1C-2' 9710" 175" 19'-5' 18'-10" T-11' 8'-10" 8'-0' 11'-3" 9'-5" 9'-1" 4'-0" 140 MPH 8'-5' 1 9'-5" 9'-1" 16'-4" 18'-3" 17'-8' T-4" 8'-2" T-11' 10'-11" 8'-9" 11'-9" 4'-0" 150 MPH T-10' 1 8'-9" 1 8'-6" 15'-1" 16'-10' 16'-3' 6'-10" T-7" T-4' 10'-2" 11'-4' 10'-11" T-11" 3" x d8" x 0.030" Pantile . . 1 o.......e 1 . Wind Region Open Structures MonoSloped Roof 132 3 4 span span span Screen Rooms 132 3 4 span span span Partially Enclosed 132 3 4132 span span span an Enclosed 3 I span 4 span Overhang I Cantilever All Roofs 100 MPH 18'-3' 20'-5' 19'-9" 24'-11' 27'-11" 27'-0" 12'-10" 17'-8' 13=10" 1T-11' 20'-0" 19'-4" 4'-0" 110 MPH 13'-6' 18'-8" 18'-0" 23'-10" 26'-8' 25'-9" 10'-11" 13'-1" 1Z'-8' 15'-T 1T-5' 16'-10' 4'-0' 120 MPH 12'-4' 13'-10' 13'-4" 21'-11" 24'-6" 23'-8" 9'-11" 11'-2' 10'-10' 14'-4" 15'-11" 15'-5" 4'-0" 123 MPH 11'-3' 13'-0" 13'-0" 21'-9" 2414" 23'-6" 9'-9" 10'-11' r -V 13'-11" 15'-T 15'-1" 4'-0" 130 MPH 10'-0' 12'-9' 12'14' 20'-5" 22'-10" 22'-1' 9'-3" 10'4" 9-11" 13'-3" 14'-10" 14'-4' 4'-0' 140 MPH 9'-11' 11'-1' 10'-8" 19'-2" 21'-5" 20'-9" 8'-7" 9'-7" 9-3' 12'-9' 14'4" 13'-10" 1 4'-0" 150 MPH 9' 3' 10-4- 9'-11" 1T-0' 19'-9" 19'•1" 7'-11' 8'-11' 8'-8' 11'-11' 13'-0" 12'-11" 4'-0" 4" x 48" x 0.024' Panels 1 Clam R---. Wind Open Structures Mo loped Roof Screen Rooms Partially Enclosed Enclosed Overhang / Cantilever Region 13` span 3 span 4 span 132 span 3 span 4 span 1aZ span 3 span 4 span 132 span 3 span 4 span All Roofs 100 MPH 13'-10'19'-l" 22'-0" 18'-5" 23'-5" 26'-2" 25'-3" 11'-2' 13'-5" 12'-11" 16'-9" 18'-9' 18'-1" 4'-0' 110 MPH 12'-8" 1T-5' 13'-8" 22'-3" 24'-11" 24'-1" 10'-2" 17-3" 11'-0' 14'-6" 16'-3' 15-8" 4'-0" 120 MPH 1 10'-10' 12'-11" 12'-6" 20'-6" 22'-11" 22'-2" 9'-4' 10'-5" 10'-1' 13'-4" 14'-11" 14'-5" 4'-0" 123 MPH 10'-6' 12'-7' 11'-5" 20'-4' 22'-9" 21'-11" 9'-1" 10'-2" Fur 13'7 14'-7' 14'-1" 4'-0' 130 MPH 9'-11' 11'-2' 10'-10" 19'-1' 21'-4" 20'-7" 8'-8" 9'-8" 9'-4' 12'-5" 13'-10" 13'-5" 4'-0' 140 MPH 9'-3' 10'4' 10'-0" 1T-11' 20'-1" 19'4" 8'-0" 8'-11" F-8' 11'-11' 13'-4' 12'-11' 4'-0" 150 MPH 8'-T 9'-8' 9'14" 16'-6" 18'-6' 17'-10' 7'-6" 8'-4- 8=1" 11'-2" 127" 12'-1' 4--0- 4" x 48" x 0.030' Panels I GL-tss Rr me Wind Open Structures Mon loped Roof Screen Rooms Partially Enclosed Enclosed Overhang I Cantilever Region 132 span 3 span 4 span 132 span 3 span 4 span 132 span 3 span 4 span 132 span 3 span 4' span All Roofs 100 MPH 20'-3' 22'-0" 21'-10" 2T-9" 30'-11" 29'-11' 17'-6" 19'-T 18=11" 19'-10' 22'-2' 21'-5' 4'-0' 110 MPH 18'-6' 20'-8" 19'-11" 26'-5" 29'-6" 28'-7- 12'-11" 17'-11" 14'-0' 17'-3" 19'-3' 18'-7" 4'-0" 120 MPH 13'-' 18'-10" 18'-3" 24'-4" 27'-2" 26'-3" 11'-1' 13'-3" 12'-10' 15'-10" 1T-9" 17'-2' 4'-0' 123 MPH 13'-4' 18'-5' 17'-9" 24'-1' 26'-11" 26'-1" 10'-10" 12'-11" IZ-6 157-6" 1 1T-4' 16'-9" 4'-0" 130 MPH 12'4" 1T-5' 13'-8" 22'-8' 2511" 24'-5" 10'-3" 11'-0' 11'-1' 14'-0" 16'-5' 15'-10" C -O. 140 MPH 10'-11' 13'-2" 12'-8" 1 21'-3' 23'-9" 22'-11" 9'-6' 10'-8' 10'-3' 14'-2" 15'-10" 164' 4'-0" 150 MPH 10'-3' 12'-3' 11'-1" 19'-7" 21'-11" 21'-2" 8'-10" 9'-11' 9'-7- 13'-3" 14'-9" 1 14'-3' 4'-0' note: I otal root panel width = room width + wall width + overhang. SEAL PAGE 7-36 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767$556 STRUCTALL OUIL.01pda OTSTEMO 350 BURBANK, OLDSMAR, FL 34677-4906 LOCAL (813) 855-2627 NATIONWIDE 1-800-969-3706 FAX (813) 854-2802 ® COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT• P.E. 9 i j t i • i . � SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 `-' Table 3:1.1-120 Allowable Edge Beam Spans - Hollow Extrusions " - : - ^ • For Screen or Vinyl Rooms / Open or Partially Enclosed Structures y , t -31W- Foy 3 second wind gust at 120 MPH velocity; using design load of 23 WSF (38 #/SF for Max. Cantilever) + "` • Alurninuin Allay 6063 T-0 ... _. _ -•-- _ _ , _ _ _ .... 2" x 2" x 0.044" • '• '••• 2" x 2" X 0.055" L Load•': ' Max. Span 'L' / din 'b' or deflection ' Load Max. Span 'L' / bondin 'b' or dofloction 'd tMdtit (R) 3 Span >. 1 6 2 Span Max. 4 Span Wldth (R) 1 a< 2 Span 3 Span 4 Span Max. ► vf!� ..: , '' Cantilever Cantilever tr i.-5 :• 4'-1" d 4'-10" b 4-8' b T-0" d 5 4'-3' d 5'-' b 5'-1' b 1=1' d =" +..-6 ' -3'-10' d 4'-5' b 43' b 0'-11' d 6 - 4'-0' d 4'-10' b 4'-0' b 1=0' d .:• T-7' - d - 4'-1' b 3=11' b 0'-11' d T 3'-10' d 4'-0' b 4'-3' b 0=11" d 8 =;:.._ 3'-0' b _3'-10' b • 74' b 0=10' d - 8 ...._ _ •3'-0' d 4'-2" b. 4'-0" ...b 0=11" d 'Ly9sc 3'-0' b ._ 3'-T. b • 3-S' b . 0=10' d 9 -• 3'-0' - b> 3'-11' b 3!-9"--b 11' d ''- a_70_;'� ..3'-1'�• b • 3'-0' b 3-4!- b• - 0=10" d 10 = 3'-" • b• 3=9'- b 3'-T b 0=10" d 2'-11' b W-3* b . 3-2' b V4r d 11• - 3-2' b 3'-T b 3'-0' b 0'-10' d •. 2'A' ••b- 3'-1- b 3-0'' b• 0'-9' -d 12 - 3'-0' b 3'-5' b 3'-0' b 0'10- d 3-x 2" x 0.045"-- -- -_ _ - 3" x 2" X 0.070" - - - - T;Load r ; Max. S n 'L' ! ndln ,'br or deflection ' Load Max. S an.'L' / bendin 'b' or demon 'd L VYldth (R)Max. width (R) Max. 1� &.2 Span 3 Span 4 Spam„ 1 & 2 Span 3 Span' ' 4'Span Cantilever . Cantilever d 5.8" d 5'-0' -b 1'-1' d 5 5W. d 6-7" d•• 6'-8' d 1-4' , d n �6. i.:: •4'-2' _ d 5'-1' b • 4'-11' b 1'-1" d 6 •••• 4'-11' d 6-2' d 6'-3" d 1'-3' d ;,t Z:..= '_ 3'-1.1' d 4'-94.. • b 4-7" b 0'=11' d 7 4'-9' d 5-10" d 5'-11" b 1-Y d ---UM .-3'-10' •- d. 4'-5' . b 4'-3' b. • 0-11' d - 8 • 4'-6' d 5-7' d 5'-6' b 1-2' d 9 3'-8" d 4'-Y b 4'-0' b 0-11' d 9 4'4' d V-4" b 5-2" b 1-1' d L70.-_ 3!4r. -b. 3'-11•'.-b T-10' b 0-11' d 10 4'-3' d 5-1' b 4'-11' b 1-1' d ts:I1-.-!LX ;: W -C. b. • 3'-97- b 3'$ b• 0-10' d 11 4'-1' d 4'-10' b 4'-0" b 1'-0' d _• b :.3'-T b - 3'•S b ' 0-10' d 12 3'-11" d 4'-8' - b 4'-0" b 0=11' d 2*'•x 3''x 0.045" _ - 2" x 4" x 0.050" - .n.'L' / ndlng 'b' er daflaction' Load Max. Spa /(bond ing'b' or dethetlon'd 1' 1 < 2 Span 3. Span 4' Span Wldih (n-) 1 & 2 Span 3 Span 4 Span D Cantilever Cantilever d SW b 6'-T b 1'-0' d 5 T-7" d 8'-8' b 8'-0' b 1-11' d 5'-10' b 5-7- b 1W d 6 T-1" b T-11" b T-8" b 1=9' d 5W - b 5-2' b 1'-' d 7 6'-7" b 7-4' b 7'-1' b 11-8" d 4'•6" b S-0' b 4'-10' b 1'-2" d 8 8'-2" b 6'-11" b 6'-8' -b 1-7' d - A.9•._: 4.9" b, 4'-9' b 4'-7- b 1'-2' --d 9 5'-10' b 6'-6' b 8'-3" b 1-T d ' 10,_._: 4'-0" . b 4'-8' b 4-4" b 1'-1" :'d 10 5'-6" b 6'-2' b T -11---b 1'-6" d, 4) w ^r ' .a 11 . 3'-10' b 4'-3' b 4-2' b 1'-1' d 11 5'-' b 5'-10' b 5'-8" b 1'-6' d "" - 3'-8- b 4'-1' b 3'-11' b 1'-1" d 12 5'-0' b - 5'-7' b 5'-5' b i ':eX112' Note: ,Z7. Above spans do not Include length of Imes brace. Add horizontal distance from upright to center of brace to bearn .` connection to the above spans for total beam spans. 2. Spans may be interpolated. 1 b . ;r7,�''3. 4, I Lawrence E'. Bennett P.E. CML ENGINEER - DEVELOPMENT CONSULTANT ) � �'�:� ••. P.O. BOX 4388, SGUT'H DAYTONA, FL 32121 TELEPHONE (366) 787774 r+6+ ate-^ Or N - FAX (388) 787558 .• L"- .I-.•• ib.....wL.Yi a_. SEAL ( ~® COPYRIG HT 2002• . PAGE - . err► r NOT TO BE REPRODUCED IN WHOLE OR IN PART wrrmoL r THE WRITTEN PERMISSION OF LAWRENCE E- BENNETT, P.E. •"9 AL1 ;.v.de"svr.rAikl Y tu. +.4i6 . Z r-.br.r... -. r; : ...... }Yif� r� I a y if•f. ,� • N ti:i4�� f.. ... .r ..........r.rrwr-... .�-....r.��..�._...�r-....�._r... �Pr-r r... �..i-.•�.-.r ii:�. .SECTION 3 .._.r......_ .. ,_._...r. _ SCREEN; =VINYL;: GLASS & MODULAR.ROOMS , k T-7' d T-0' d 8'-11' d 6'-8' bi V-4" b 8'-1' b 5'-10' b Table 3.2.1 110 Allowable Upright Heights, Chair Rall Spans or Header Spans - Hollow Extrusions `' { For Screen Rooms or Vinyl Rooms/ Open or Partially Enclosed Structures 2" x 2" x 0.055" For 3 second wind gust at •110 MPH velocity; using design load of 12 #/SF Al—l— All . en — _ 8'-5' d E. Sections 7-0^ 1 3'-" Tributary Load width W = Purlin Spacing 4'-0" 1 4'-0" 1 . s-0" I 5'-6" 6'-0' • I6-6" I Allowable Height 'H' /bending 'b' or dellectlon 'd' ad Width W = Purlin Spacing W -0,21S-0" I 5'-0" r -o- i6'-0" eight 'H' /bending 'b' or dellectlon.'d' T -0'-r 2" x 2" x 0.04t" Hollow T-11' d T-7' d T-0' d 8'-11' d 6'-8' bi V-4" b 8'-1' b 5'-10' b 54" b 9-0' b 2" x 2" x 0.055" Hollow 8'-5' d 8'-0' d Tr d T$ d T-2" d F-1 I- d 6'4' 3-F-5- b 6'-2' b 6.11" b 3" x 2" x 0.045" Hollow 8'-10' d 8'-4" d T-11" d T-0" d TS d T-2" d 8=11' d 8=9' b 6'-6' b 6'-0' b 3" x 2" x 0.070' Hollow 10'-6' d 9'-11' d 9'-6' d 9'-2' d 8'-10' d 8' T d 8'-4' d 8=1' d T-11" d T-9' d 2" x T' x ILOW Hollow 11'-0' d 10'-S' d 10'-0' d 9'-T d 9'.3" d 8=11' d 8'-9' d W-6' d 8'4' d 8'-0" b 2" x 4' x 0.050- Hollow 14'-11' d 14'-3' d 13-4r b 12'-' b 12'-1' b 11-6' b 11-0' b 10'-7" b 10' 2' b g 10' b 2" x 5" x (LOW SJN-B- 20'-2' d 19'-1' d 18'-' d 1T T d 16'-9' b 15-11' b 15'-3' b 14LW b 14-Y b 17-8' b 2" x 6" x 0.050" SALB. I 23'-6' d 221-0' di 211-0" d 201S' b 19'-4' bl 18'-5' bi 1T-0' b 16=11' b 16-0' b 15'-9' b Soans / helahk may be inbemiafnd 18'-10' b -1r-11' b 1T-1' bl 16-0' b 15-0" b 15'-2' bi 14' T b Soans may be 1ntPrnnl afPrf 'Table 3.2.1-120. Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures For 3 second wind gust at 120 MPH velocity; using design load of 14 #LSF Ale—In--... All— ones -r r Sections 3'-0"' 3'-6' T 4'-0" All ad Width W = Purlin Spacing W -0,21S-0" I 5'-0" r -o- i6'-0" eight 'H' /bending 'b' or dellectlon.'d' T -0'-r T-8" 2" x 2" x 0.044" Hollow T T d T-2" d 611" di 6-0' b 6-2" bi 5-11' b SW b 5-5" b 5.3' b 5'-1' b 2" x 2" x 0.055' Hollow 1 8'-0" d T -T d T-0' d I T-0' d 6'-9' b I 6'-0' b F-2- b 5-11' b 5'4' b 5'-6' b 3" x 2" x 0.045' Hollow 8'-1- d T-11' d T T 4'-11' b T-1" d 8-10' b 6'-0' b 8'-" b 6'-0' b 5'-10" b 3" x 2" Hollow 9'-11' d 9'-5- d 9'-0' 5-2' b 8'-6' d 8-T d T-11' ' d T-8' d T4i d T4' d x 3" x 0.045' 6-0" b 10'-5" d 9 =11' d W -V8-10' 6-5' b d 8' T d 8'-0' d T-11" b T-6' b T-5' b 8'-0' d o low 14'-3' d 13'-' b IZ-4V . bo T-0' d 11'-2' b 10'-0' b 10-2' b 9-9' b 9-b' b 9'-1' b 2" x 5" x 0.050' 12"xG"xL0501 S.M.B. 19'-1" d 18'-2' d 1T-0' 6-11' b 16'-0' b 14'-8' bj 14-2' b 13-7" b 13-1' bl 17-a' b 10'-0- b S.M.B. 22'x' d 21'-3' d 2(r40" bj 18'-10' b -1r-11' b 1T-1' bl 16-0' b 15-0" b 15'-2' bi 14' T b Soans may be 1ntPrnnl afPrf 13=10' bi 13'x' bj 12'-9' bj 12'-0' bi 11-10' b 2" x r x O.OSV S.M.B. 21'-4' d 20'-0' b 18'-9' bi 17-8" bf Table 32.1-130 Allowable Upright Heights, Chair Rall Spans or Header Spans - Hollow Extrusions For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures For 3 second wind gust at 130 MPH velocity; using design load of 16 #/SF Al—I.— Alb- • enra T e _ Lawrence E. Bennett, P.E. I CM ENWNEER - DEVELOPMENT CONSULTANT I P -0r 13OX4369- SOUTH DAYTON& FL 32121 TELEPHONE (396) 797-4774 FAX (399) 7674b56 SEAL PAGE _ .. l ® COPYRIGHT 2002 3'44: NOT TO BE REPRODUCED IN WHCLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E- - Trib load width W N Purtin Spacing Sections 3'-0"' 3'-0" 4'4" 4'-6" 1 5%0" 5'-6" I r -r I 6'-8" I Fo T-6" Allowable Hal ht W/ bond .'b' or deflocilon'd' 2" x 2" x 0.044" Hollow T-3' d 6-11" d 6-8" b 6'-1' b 5-9' bl T-6- b 51-3' b S-1' b 4'-11' b 4'-9• b 2" x 2" x 0.055" Hollow T-8' d T-4' d 6-11- d 6-8' b 6'-4' b 6-0' b 5-9' b' S-0' b 5-4' b 5-2' b 3" x 2" x 0.045 Hollow T-11' d T -T d T-3- d 6'-11' d 6-8' b 6-0" b 6-1' b - 5-10' b 5W b 6-5' b 3" x 2" x 0.070' Hollow 9'-6' d 9'-0' d 8'-0' d 8'4- d 8'-0' d T-9' d T -T d T-0' d T-2- d T-0' d 2" x 3" x 0.045' Hollow 10'-0' d 9'-6' • d 9-1' dl 8'-9' d 8'v" d 8-1- b T-9' b T$ b T -Z' b 6-11' b 2" x 4" x 0.050" Rollow 13'-6' b 12'-0' b 11'-0- bi 10'-0- b 9-11' bi 9'41' b 9-2' bl 8'-10' b 8'-6' b 2" x 5" x 0.050- &M.S. 18'-3' d 17.4' b 16.3- b 15-" bi 14'4" bi 13=10' bi 13'x' bj 12'-9' bj 12'-0' bi 11-10' b 2" x r x O.OSV S.M.B. 21'-4' d 20'-0' b 18'-9' bi 17-8" bf 16'-9" bi 15-11" 1 15'-3' bf 14'-8' bi 14'-Z' bi 13'-8' b Spans may be trdemdwfw� Lawrence E. Bennett, P.E. I CM ENWNEER - DEVELOPMENT CONSULTANT I P -0r 13OX4369- SOUTH DAYTON& FL 32121 TELEPHONE (396) 797-4774 FAX (399) 7674b56 SEAL PAGE _ .. l ® COPYRIGHT 2002 3'44: NOT TO BE REPRODUCED IN WHCLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E- SECTION 2 A'iT.ACHED .& FREE-STANDING. COVERS.AND V IL'ITY SHEDS I Table 2.1.3-120 Allowable Roof Beam Spans For -Attached Covers, Fourth Wall Structures, or Freestanding Gabled Carports" � Flor 3 second wind gust at 120 MPH velocity; using design load of 29 #/SF (38 NSF for Max. Cantilever) 2" x 7" x 0.055" x0.120" Self Matin Be - 2" x 8" x 0.072" x 0.224" Belt Mali Beam Width (ft.) an n n deflection ' Load Max. Span 'L•/ nding'b' or deflection 'd' 1&2 Span 3 Span ' 4 Span Max. Cantilever Width (R) 1a� S pan 3 Span 4 Span Max. 5 12'-8' d 14'-3' b 13'-9' b T-5' d 5 1 S-0' d 18'-6' b IT -10- b Cantilever 4'-0' -d- 6 11'-7" ' 12'-11' b T2; --7--b 3'-3 d 6 14'-10' d 16'-10' b 16'-3' b 4'-0' d 8 b 12'-0' b 111--7-b 3'-1' d 7 13-11' b 15'-T b 15'-1' b 3'-10' d 9 10'-1' b 11'3" b 10'-10" b 2'-11' d 8 13=1' b 14'-7' b 14=1' b 10 9'-6" b 10'7 b10-3' b 2-10" d 9' 12'-0' b 13'-9' b 13-4' b 3'-6' d 11 8-11' b 10'-1' b 9'-9' b 2'-9" d _jr_-8"d 10 11 �' b 13'-1' b 12'-T b 3-S' d 12 8'-T b 8'3" b 9-T b 9'�' b 11 11' 2" b —174-r—b 12'-5" b 12'-0' b 3'3' d 9'-2' b 8-10' b 2" x 9"x OA72" x 0.224" Self Mating Beam 2'-7- d 12 11'-1 T b• 11'-6' b 3-2' d _70 2" x 9" x 0.082" x 0.306" Self Matin Beam • -• - Load Width (R) Max. Span (bending ndin 'b' or deflection 'd' Load Max. Span 1 % bending W or deflection 'd' 132 S Span 3 Span 4 Span Max. Cantilever Width (fL) -• 1&2 Span 3 Span 4 Span Max- -5 17-T d 20'-0' b -T87--r—b 19'-9' b 4'-0" d 5 18'•6' d 22'-1' b 21'-4" b er 4-0' d 6 7 16'-6' d 18-1' b 4'-0" d 5 1 T-0' d 20'-2' b 19'-6' b 4'-0' d a 15'-6" b 1T-0" b 16'-9' b 4'-0" d 7 16'-0' d 18'-0' b 18'-0' b 4'-0- d 14'-6' b 16-2". b 15'-8' b 4'-0" d 8 15'-7' b 1T-0' b 16'-10" b 4'-0' d b 15'3' b 14'-9' b 3'-11" d 9 14'-0' b 16'-0' b 15'-11" b 4'-0' d g1213'-8' 12'-11' b 12'-0' b 14'-0" b 13'-11" b 3'-9" d 10 13'-11- b 15'-7" b 15'-1' b 3'-1Y d 11-10" b 13'-10' b 13'3" b 13'-4' b 3'-0" d 11 13'-4' b 14'-11' b 14'-5' b 3'-10' d 12-9' b 2" x 10" x 0.092" x 0.369" Self Meting Beam 3'-T d 12 12'-9' b 14'3" b 13'-9' b 3-9' d Load Max. Span 'L % ndin 'b' or deflection 'd' - L Width (R) 1&2 Span 3 Span 4 Span Max. r Cantilever 5 21'-5' d 26'-1' b 25'-3' b 4'-0" d 6 20'-2" d 23'-10" b 23'-0' b 4'-0' d ` _ 7 19'-2' d I 22-1' b 21'-4' b 4'-0" d = + 8 18'-4" d 20'-8' b 19'-11' b 4'-0- d - - 8 b 19C b 18'-10" b 4'-0" d _ y 10 16'-6' b c 11 15'-9' b 1T -T b 1T-0' b 4'-0-' 12 15'-1' b 16'-10' b 1s'�• h A' -n' a Notes: - .. �..., _ - ,_:• ;-__ . Gabled sloped roofs Include gables with'a roof slops greater than 1" In 127. 1. Above spans do not include length of knee braoe. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. . 2. Spans maybe Interpolated. i .. . Lawrence .E. Bennett, P.E. , • CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4365. SOUTH DAYTON& FL 32121 TELEPHONE (386) 767_4774 SEAL FAX (M) 76743556 PAGE •- 2 4 ® COPYRJGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. PM I' . ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Whedule of Post to Beam Size and Number of Thru-Bolts Required _.-..� All-.. lin" TS SECTION 2 Beam '11DOMPH -2041S 10 #/SF 20 OThru-Bolts Ir -D+%" Minimum Minimum # TMinimum Stre Post Size U4" 0 318" a Knee Brace' Knee Brace Screws Hollow Sections 2" x r x 0.050" Hollow Tll 3' x 3'x 0.060' Scalloped2 72 60 - T x 3' x 0.050' 3 #8 2' x 4' x 0.050" Hollow 3" x 3' x 0.060' Scalloped 1 2 - Z' x 3• x 0.050" 1 (3) #8 Self Mating Beams Z" x 4" x 0.038" X 0.100 3' x 3'x 0.06(r Scalloped 2 - 2" x 3' x 0.050' 3) #8 2" x 5" x 0.050" X 0.100 3' x 3'x 0.060' Scalloped 2 - 2' x 3' x 0.050' 3 #8 2" 20 T x 3Scalloped 'x 0.060' Scalld 2 - 2' x 3' x 0.050' 3 #10 2" x 7' x 0.055" x 0.120" x x 3" 3 2 x 4" x 0.050 #10 8" x 0.072 x 60 3 2 21 x x (3)#12 2"x9"x0AWxO.224" 3'x3'x0.125' 4 3 jr x4 (3 #14 2" x 9' x 0.082" x 0.306" 3' x 3' x 0.125" 4 1 3 1 2" x 4"x 0.050' 3 #14 2"xlir x0.09T'x0.369" 4'x4'x0.125' 6 1 4 1 2'x 4'x 0.050" (4 )014 no minimum rwmuw up u.." .....v ." %-, • Minimum postj%m m may be used as minimum knee brace 9- a d-%';.rarnnrt Pnsts i ante rw.,.,.lya - ...o ..............._.... WInd Zone 0 Attached Cover I JpIM Free-Standina Cover Uplift = Existing Slab on Grade with unknown reinforcement '11DOMPH -2041S 10 #/SF 20 -- - ilOMPH 24 01SF 11 015E 18 -- - 120 MPH 29 WSFJ 13 15 123 MPH 30.5 #MSF 13.3 015E 14 130 MPH 34 WSF 17 0/SF 13 140 MPH 39 0/SF 20 #/5F 11 150 MPH 45 OfSF 23 015E 10 34 0/SF 39 01SF Maximum Atbibutable Roof Area In Square Feet 1 x 600 Bag Isolated Footing Uplift 87 72 60 57 51 44 38 40 x 800 Bag Dimensions" Rating lbs. 91 21 18 17 15 13 11 1'-0'" x T-0" x 1'-0" 520 26 79 66 62 lied L-A 34 33 29 26 22 x 1'4" 1000 50 41 43 39 34 29 1'-6" x 1'•6" x 1'-0' 1320 66 55 85 70 67 60 52 45 1'-8' x 1'-8" x 2'-0> 2040 102 84 75 65 57 4" x '-8" x 2'-6" 2540 127 106 87 78 66 59 T- r x T-0" x T-0"2640 132 110 91 114 108 97 85 73 T-0' x T-0" x T-0"3300 165 138 158 151 135 1 118 102 T-0" x T-0' x T-6" 4000 .nnn 230 77a 1 191 I 730 1 1 190 lel 162 1 _141 123 Notes: 1. Isolated Footing is a poured conorete rectangular solid (Length x Width x Depth). 2. Stab on grade must be new or in good condition. 3. For free-standing covers multiply the above roof areas by 2.0. Precast Block Footing red witt► 80 0 baprc�rrbk concrete and backfilled to rade. Pcast footing block (16 re roof x16 x 4 ) at 24 below g e Maximum Attributable Roof Area In Square Feet 100 MPH 110 MPH 120 MPH 123 MPH 130 MPH I 140 MPH 150 MPH Dimensions Uplift Rating lbs. 20 0/SF 24 #MSF 29915F 30.5 0/SF 34 0/SF 39 01SF 45 9/SF 1 x 600 Bag 1,734 87 72 60 57 51 44 38 40 x 800 Bag 1,819 91 76 63 59 54 56 46 49 42 x 800 Bag 1,904 95 79 66 62 lied L-A _ Note: Maximum uplift on post's determined by multipyamg maximum attribM- area x app �ii-j Example: Post tributary roof area = 7T, Applied load for 110 MPH wind zone = 24#/Sq. FL, Uplift on post = 77 x 24 =1,5400 1 ,. • Roo( areas are based on attached cover uplift loads. i Lawrence E. Bennett, P.E. l CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTON& R. 32121 TEIFPNONE (396) 767-4774 FAX pas) 767 -GSW �I SEAL PAGE ® COPYRIGHT 2002w NOT TO BE REPRODUCED IN WHOLE OR IN PART WrrHOUT THE WRITTEN PFJiMIS610N OF LAWRENCE E BENNETi, P.E.2-41 �I SECTION 2 - ATTACHED- &'FREE-STANDING COVERS; AND UTILITY ;SHEDS Table 2.2.2 Allowable Attributable Roof Area per Post for Carports, Patio Covers.,and other Open Buildings -.ALUMINUM POSTS , r ( r Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA FL 32121 TELEPHONE (386) 767.4774 FAX (388) 767.8556 ® COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WRHOUT THE WRITTEN PEPJMSS10N OF LAWRENCE I- BENNETT. P.E. �I r - w' ,+ f I Alu um Wind Load a wind Loads 100 MPH I110 MPH 120 MPH 1 123 MPH 130 MPH 140 MPH 150 MPH Applied Loads 20 #/SF I 24INSF 29 #/SF 30.5 #NSF 34 #/SF 39 VSF 45 #/SF Maximum Load Obs.)3" Allow bleltautOW41n Square Feet for Various Loads on Post Height Load lbs. 3" x 3" x 0.090" Hollow Extrusion - Aluminum Allay 6063 T-9 419 347 330 330 5,154 259 1 216 7,430 170 I 170 133 115 13'-10 3.988 194 162 134 127 127 100 86 _ 125 3.024 151 126 182 151 99 99 78 67 17'40" 2,268 113 95 1 78 1 74 74 58 50 Height Load lbs. 3" x 3"x 0.125" Hollow Extrusion -Aluminum All 6063 T-6 407 353 W-11" 6,912 346 2 1 238 1 227 1 227 177 154 16'-1" 5,154 259 216 1lu 294 230 199 133 115 1-48'" 4,0R 202 168 139 132 132 103 90 20'-T" 3,024 151 126 1 104 1 99 1 99 78 67 Height Load Pbs.) 4"x 4"x 0.125" Hollow Extrusion -Aluminum A11 6063 T-6 9,350 468 15'-91 9,312 466 388 321 305 305 239 207 18'5" 6,9114 349 291 1 241 229 229 179 155 21'-0" 5 432 272 228 187 178 178 139 121 23'-9" 4.O74 204 170 1 140 1 134 1 134 1 104 191 ( r Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA FL 32121 TELEPHONE (386) 767.4774 FAX (388) 767.8556 ® COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WRHOUT THE WRITTEN PEPJMSS10N OF LAWRENCE I- BENNETT. P.E. �I r - w' ,+ f I Steel Post Wind Load a 100 MPH 110 MPH 120 MPH 1 123 MPH 130 MPH 140 MPH 150 MPH Applied Load = 20 #/SF 24 ii1SF 29 lN1SF 1 30.5 #/SF 34 61SF 39 #1SF 45 #1SF Maximum - Allowable Rosi Area In Square Feet for Various Loads on Post - t Load Obs.)3" x 3" x 14 Gauge Post - 46 k.SJ. Steel " 10,050 503 419 347 330 330 258 223 7,430 372 310 256 244 244 191 165 5638 282 235 194 185 185 145 _ 125 4,371 219 182 151 1 143 112 97 Height- -Load lbs. 3" x 3" x 11 Gauge Post - 46 k.sJ. Steel JH 15,370 794 681 547 520 520 407 353 •11730 587 489 404 385 385 301 261 8 970 449 374 309 294 294 230 199 " 6 900 345 288 238 226 226 177 153 t Load lbs. 4" x 4" x 14 Gauge Post - 46 k.sJ. Steel " 12 650 633 527 436 415 415 .324 281 29.9"- 9,350 468 390 322 307 307 240 208 3Z'-0" 7 50 358 298 247 234 234 183 159 34'-8" 5,500 , 275 229 190 180 180 141 122 ( r Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA FL 32121 TELEPHONE (386) 767.4774 FAX (388) 767.8556 ® COPYRIGHT 2002 NOT TO BE REPRODUCED IN WHOLE OR IN PART WRHOUT THE WRITTEN PEPJMSS10N OF LAWRENCE I- BENNETT. P.E. �I r - w' ,+ f I I'hi. inxlrunu nl In'ci awd Icy: Richard H Zapf 2867 Stonewall Place�� % Sanford, Fl 32773 Permit No. STATE OF FLORIDA COUNTY OF: S L�(r- jL' Ifull ososmmet 11nlualnall 11lot 8111111111111111 N III I loll MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 04767 PS 0172 CLERK'S # 2003055780 RECORDED 04/02/2003 0410638 PM RECURDINS FEES 6.00 RECORDED BY L McKinley Tax Folio No. #- 13 - 2O— 30 - 300 -- vi So -00000 NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvements 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 . I. Description ofproperty: (Icgal dcscriptivn ofproperty, and a"r ct uddress 1Fnvn11nblc) -.- I �l Tu)Iri CO,+Cjq CT" SfinlFO/�, 2. General description of improvement O Al E-�v rFJ- N 4 1'.4416, 43 tt IA.1) 41- o ;7,A/q h, 5 e dr f f -,v P R C N E /1v S7,9C Alvw C44 POA7 00 F 3. Owner information: a. Name and address- GOebdA3 ftotd G r q0 7) 3,Z�- aFW ?l I" A.) ted AC # C 7. b. Interest in property- � N Fosse U, Ir— C W- 773 c. Name and address of fee simple'titleholdet (if other than owner): CERTIFIED Copy MARYANNE MOM 4. Contractor: NMI( OF W.LFR: I e xterior Homesavers, Inc. I867 Stonewall Place# 117 Sanford. F132773 407-322-6149 SCC 056734 ; 1 S. Surety 220 a. Name and address - b. Amount of bond $ til 6. Lender: (name and address) it dk 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) '�/1 S. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenoes Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is succified) AI(4 Sworn to and subscribed before me 3 This I T tY day of M"CI`l rl Notary's Name k (C.4,44 Y. MfF Notary's Col �•••• :3 ,p`e`r Comnllaabn A �7D011•�.1Z1 EXP11aa ?/1Y= aA� Boli d IWOU0 : • (1o0432125t) • :a NotaryAsan., Inc. s........_._....._._.__._.._...__..�_..___• •..................................................... (Signature of Owner) Owner's NameGo&(ny Y • e-W1A)6 Address /,?-( rZow W C14 Cb c1�T G& k 4 tz4-001�01� -V773