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HomeMy WebLinkAbout137 Cedar Ridge Ln (3)Permit # : V Job Address: 1 ) I V'P�CItic�ot-rte F1 Description of Work: �L O Historic District: CITY OF SANFORD PERMIT APPLICATION rf RECEIVED Date: VX �fi. 2 5 2005 V aiuc ua a Permit Type: Building _y Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Ae-' 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 ✓ Commercial Industrial Total Square Footage: Construction Type: 1 # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: J k-\0( -3k `- 5 a -i ' 0= - C 3(.0 b (Attach Proof of Ownership & Legal Description) Owners Name & Address: I_ -F A,��( A f r r I.0 I cJ1 t �t -P �rt r �,f V cw . L 0. J l �/ Phhoone�J t4 ) I- J (o'LL'l `� I deS ` Contractor Name &Address: [-t ��C�� F I n LCM 'co Q %, State License Number: Rs nonc)IQ(n Phone & Fak.,] cf ' G Contact Person: Phone: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Phone: Address: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. 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 districts, state agencies, or federal agencies. Acceptance of perm' is ve ' tion that I will notify the owner of the property of the req 'rkents of Florida Lien Law, FS 713. Signa re of Agent Date tgnature of Contr 't r/Agent to Print ner/Agent's Na me P;rontrac nt's e Signature of Nota -tate of to ' a Dae ignature of N aLStatVbf FI rid Date Owner/Agentis Pers nal y w o Me or Contractor/Agent Known to Me or Produced [D C L� o%ate _ Produced ID APPLICATION APPROVED BY: Bldg: Zo2� '!0 6 e-56—tilities: FD: (Initial & Date) (Initial & ate) (Initial & Date) (Initial & Date) SpecialConditions: i?,BB/ ic,i.g S.c- opf Becky Rogers ap` ► 80* RogeM MY Commission DD180133 ' MY Commission DD180133 VExpires February 14, 2007 q Expimo February 14, 2007 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 FARC, EL D. E,'TAIL, DAwm7 JJ0HNSok.CFA, /EISA A, A _ - 6SER 3E MINOLE'C0i1NTY,FL. 1101E FIRSf.ST •SAKFORO.. FL 3277! •1468 40?-665o750B 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel ld: 31-19-31-527-0000- Tax District: S1-SANFORD 0360 Number of Buildings: 1 Depreciated Bldg Value: $88,772 MITCHELL -HARRIS 00- Owner: LORRAINE & Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Own/Addr: HARRIS LEAFORD A Land Value (Market): $20,200 Address: 137 CEDAR RIDGE LN Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 JustlMarket Value: $108,972 Property Address: 137 CEDAR RIDGE LN SANFORD 32771 Assessed Value (SOH): $108,972 Subdivision Name: CEDAR HILL REPLAT Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $83,972 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $389 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $389 SPECIAL WARRANTY DEED 12/2004 05551 1061 $128,600 Improved Save Our Homes (SOH) Savings: $0 WARRANTY DEED 06/2004 05352 1236 $373,500 Vacant 2004 Taxable Value: $19,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Frontage Depth Land Unit Land Method Units Price Value LOT 36 CEDAR HILL REPLAT PB 63 PGS 96 97 & 98 LOT 0 0 1.000 20,200.00 $20,200 BUILDING INFORMATION Bid Bid Type Year Fixtures Base Gross Heated Ext Wall Bid Est. Cost Num Bit SF SF SF Value New 1 SINGLE 2004 7 1,874 2,290 1,874 CB/STUCCO $88,772 $89,218 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 380 Appendage / Sgft OPEN PORCH FINISHED / 36 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 yeaes property tax will be based on JusVMarket value. http://www.scpafl.org/Pls/Web/re—web.seminole—County_title?parcel=31193152700000360&... 5/31/05 POWER OF ATTORNEY Subdivision: �1;���X-- N ► I 1 �1 Ad ess of ,lob) V-,P-a-�ff (Owner of 11-foperty chi Address) and to si,-n my name and do all things necessary to this appointment 1r. -P, k A _ - Type and print name of Cert' >.e Contractor Signatur o Certified Contractor The kore��oin�� instrument was acknowled�--ed before me thiiS v by ��-ho is ersonally known to me!�'ho produced as identitication and who did. not tale an oath. State of Florida County of Orange Notary Signature Dote: �.ya Becky Rogers My Commission DDI 80133 (Sen 1) or w.d� Expires February 14, 2007 Iloll 15111Hallam INili 1 IBM onion 111la iMANYMNE MR f CLERK OF CIRCUIT COURT KNINDLE CAJNTy BK 05875 FOG (*-,93 CLERK' S 0 2�=:�::�.14F-A-')&E, Permit Number �E:t`t]13UFI3 (1/c"�f'(1t15 jt1;f3:3 AN Parcel Identification Number,, jQ -'� i _5 _Qp Q .0 U i2Ela[tilllTNr3 hl~EC ltak) Prepared by: Pe R 1i�TlEi) U t holden Return to: 3 `,� '1 NOTICE OF COMMENCEMENT State of F ort 8 County of ' I 0 CERTIFIED COPY] Y NNE MORSE CL R 0 ' CI^CU►T COURT E N COINd FLIJR'f X UG 2 5 20051 The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of fpr_` perty�legai- escri . do of the property, and street address if available) 3u �.v s ► t 1 � -PIM 131 (�e&.r- RIA -e.., 1- : �S P G -s q cp , Co -✓ q�j so.l�, �� 1 2. General description of improvements) i�1d,c, 1pX 05 -Ern Roam cel IOX�S Sa1'ia ��u�m o 3. Or information �-t d_�erd, V\Co �--,S Name \ c� RtCa \-N Telephone Numbergo-� Address SCu,1�6>rC� ' Fax Number a Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name �, Telephone Number Address Fax Number 5. Contractor Name )-'D Sax 5 0,-7 5a Telephone Number ip Address I tai Fax Number's 6 Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) Name Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone Number Address Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10 Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): Signaldre of Owner [Note: per §713.13(1)(9), "owner must sign ...and no one else may be permitted to sign in l his or her stead." by Sworn to and subscribed before me this ,day of '! 20 — who is personally known to me OR as identification. Qtr n Becky Rogers a My Commission DD180133 Q avwd' Expires February 14, 2007 L __ Signature of appear below) PLAT OF BOUNDARY SURVEY for MARONDA HOMES Legal Description LOT 36, CEDAR HILL REPLAT, according to the Plat thereof as recorded in Plat Book 63, Pages 96 through 98, of the Public Records of Seminole County, Florida. I/WE HEREBY'CERTIFY THAT I/WE HAVE RECEIVED A -COPY OF THE SURVEY BY KITNER DATED ll/2VC4 AND AM AWARE OF AND ACCEPT THE ENCROACHMENTS, EASEMENTS,'LIMITATIONS AND/OR CONDITIONS THEREON, LORRAINE MITCHELL -HARRIS PERMIT #Q5ta y\oy � 25.00' OFFICE I O 35 i Lu ' ' S 89°50'24" E 103.30' O, 0 5' DRAINAGE & UTILITY EASEMENT �— r------�---------------------------------------- CN nl ~ ?�5 L 58.02' n , N.d ' LLj' - Cow.: ' 11IURIVE N "o 15'soKY CONC. 6LK/5T000O RE5. �O LU. ^F� i 3• 11,35' •_ FF. ELEV = 32.19 . Z I . N L.L Cfl O-) I`� ry p i 11.34 t cD ' ` ' W b. 58' O 5' DRAINAGE & UTILITY EASEMENT i N 89°50 24 W 105.00 i 37 ' SCALE: 1 "=20' 1_9 LJ 0 z V) CC w J cL U Ln SURVEY NOTES: 1) The street address of the above-described property is 137 CEDAR RIDGE LANE. 2) The above-described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995. ' 62 SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: REV 15CO POC FOVNVATIbN , 20 JULY 200¢ REmep FoR PENAL SURVEY; 24 NOV. 2004 PROJECT NO: a¢ KITNER SURVEYING, INC. R. BLAIR KITNER -- P.L.S. NO. 3382 Post Office Box 823, Sanford, Fl. 32772-0823 (407) 322-2000 SURVEY DATE: 20 JUNE 2004 CERTIFIED CORRECT TO: LORRAINE MITCHELL -HARRIS SEBRING CLASSIC MORTGAGE CHICAGO TITLE INSURANCE COMPANY KAMPF TITLE & GUARANTY CORPORATION ADNORAM TITLE COMPANY, INC. O i o':. 63 436 �O ^F� 21.00' SURVEY NOTES: 1) The street address of the above-described property is 137 CEDAR RIDGE LANE. 2) The above-described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995. ' 62 SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: REV 15CO POC FOVNVATIbN , 20 JULY 200¢ REmep FoR PENAL SURVEY; 24 NOV. 2004 PROJECT NO: a¢ KITNER SURVEYING, INC. R. BLAIR KITNER -- P.L.S. NO. 3382 Post Office Box 823, Sanford, Fl. 32772-0823 (407) 322-2000 SURVEY DATE: 20 JUNE 2004 CERTIFIED CORRECT TO: LORRAINE MITCHELL -HARRIS SEBRING CLASSIC MORTGAGE CHICAGO TITLE INSURANCE COMPANY KAMPF TITLE & GUARANTY CORPORATION ADNORAM TITLE COMPANY, INC. A g- otr r� Cl A Ice pA 41,14 57L X72 " SCREEN, ACRYLIC & VINYL ROOMS INTI:!l:',l0R BEAM (SEE TABLES. 3A.1.3) H SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPE® SOLID ROOD' ENCLOSURE - - SCALE: N.T.S. i�..JMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION 7 FOURTH WALL FRAME USE BEAM TO WALL DETAIL Ft TGE BEAM (SEE TABLES 3A..1.4) H o ;qR�Fs Q .TYPICAL GABLE SOLID ROOP ENCLOSURE SCALE: N.T.S. _.._, Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMEN7CONSULTANT _ P.Q. BOXT214368, -SOUTH DAYTONA, ELEPHONE: F132121 ( 86) fi AT74 FAX; (386) 767-6556 PAGE ©o•CJPYRIGHT 200+13A -,l K )T TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETf, P.E. SECTION 3A 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 (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37,38,39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' 'P/2' @ FASCIA ALLOWED SIZE SEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) z� 0. H. v SOLID ROOF / / w NO MAXIMUM (ELE'V/Ai"II,IN SLAaOR GRAuE) P = PROJECTION FROM BLDG. *— LW =LOAD WIDTH VARIES VARIES 'P' VARIES NOTI 55: 1. ANC; -IOR 'I" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND `N/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2 TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ Wk,SHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2-0 O.C.. ANCHOR BEAM AND COLUMN INTE: ZNALLY OR W/ ANCHOR CLIPS AND (2) 48 SCREWS W/ WASHERS @ EACH POINT OF CONI -LECTION. 2. SEI..E.CT 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. AN(:a TORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING C01,1 VERSION: y 100-1231 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawn,.nce E. Bennett, P.E. FL ft16644 ,11VIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 - - TELEPHONE: (386)767-4T74 FAX: (386) 767-65 PAGE e q © COPYRIGHT2004 3A-.2 NOT TO ©E REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 130 140 W#12 #8 #10 � #12 Lawn,.nce E. Bennett, P.E. FL ft16644 ,11VIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 - - TELEPHONE: (386)767-4T74 FAX: (386) 767-65 PAGE e q © COPYRIGHT2004 3A-.2 NOT TO ©E REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEC110N 3A EDGE BEAM 1" x 2" ')1: EN BACK ATTACHED TO FRONT POST W/ #1: :( 1-1/2" S.M.S. MAX. 6" FRC NI EACH END OF POST AND 24" O.C. FRONT WALL GIRT SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '2) #10 x 1-1/2" S.M.S. -HROUGH SPLINE GROOVES 'IDE WALL HEADER ATTACHED TO 1" x 2" OPEN !ACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. IDE WALL GIRT ATTACHED TO 'x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES MIN. TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" =1'-0" Lawronce 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 e © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. FRONT AND SIDE BOTTOM . RAILS ATTACHED TO CONCRETE W/ 1/4" x 2-1/4" ill x 2 (:F: EN BACK ATTACHED CONCRETE/MASONRY ANCHORS @ 6" FROM EACH TO FRONT POST W/ POST AND 24" O.C. MAX. AND #1O r 1-1/2" S.M.S. MAX. 6" : WALLS MIN. 1" FROM EDGE OF FR( -.,.Vi EACH END OF POST AND 24" O.C. 1" CONCRETE MIN. TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" =1'-0" Lawronce 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 e © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEIT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF PANELS: (4) 1/4" x 4" LAG BOLTS W/. -114" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES_ 2"x2"OR2"x3"HOLLOW . ji RT AND KICK PLATE 2" x 2"' HOLLOW RAIL F'!' ,ST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES RISER PANELS ATTACHED PER CHAPTER HEADER ATTACHED TO POST - W/ MIN. (3) #10 x 1-1/2" S.M.S.. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" 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 114" 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 32521 TELEPHONE: (386) 767-4T74 . FAX: (386) 7676556 _.. _ PAGE (Ci COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-7 ,SECTICTI 3A I SCREEN, ACRYLIC & VINYL ROOMS fable 3A.:.'I Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 r 4 c -4 -4-4 n c4 a4 11A RApt-1 velnr•i4v• iicinn Aacinn Innrl of 11 0/.'RF .. o .. - 4 . ...i _-4 _, eon MROU ....1....:f. . e__ nec.nn Jnnn nr l i $ter Se ::t ions Tributary Load Width 'W' = Purlin Spacing 47-6--j-5'-0" 5'-6" 6'-0" 6'-6" 3'-0" 3'-6" 4'-0" Allowable Height 'H' /be ding'b' or deflection 'd' 7'-0" 7'-6" Tributary Load Width 'W' = Purlin Spacing Hoiiow 8'-8" b 8'-0" b Sed ons T-1" b 3'•0" 3'-6" 4'-0" 1 4'-6" 1 5'-0" 1 5'•6" 1 6'•0" W-6' 7'-0" 7'-6" 8'-9" b 8'-2" b T-9" b 7'-4" b Allowable -Height 'H'1 bending'b' or deflection 'd' 5' 3" x 2" x :2" x 2" x 0.t 41l" Hollow 9'-5" b 8'-9" b 8'-2" b T-8" b 7'4" bi 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b _. :2" x 2" x O.G.i:i" Hollow 10' 3" b 9'-6" b 8'-11" b 6'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6' . ._. :3" x 2" x 0.l!45" Hollow 11•_3" b 10•_5„ b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7,_11" b 7'-B" b 7'-5" b 7'-2" ,_. T77X —2"X O.fl.7!1" 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 O.tl 45" 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 _. 2" x d" x O,q 511" 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" _, z" x 4" x 0.( •tli" 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 O.fl il)" 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'-01 b 15'-5" b 14'-11 .Fx �6" x 0.(. ; -ill" 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' 2" x 2" x 0.(34" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 7'-4" b 1 7'-1" .._. 2" x 3" x 0.tr•4!i" 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 I 9'-1" _. 2" x 4" x O.f,:d!i" Snap 1T-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 1 11'-1" b .. o .. - 4 . ...i _-4 _, eon MROU ....1....:f. . e__ nec.nn Jnnn nr l i $ter Se ::t ions Tributary Load Width 'W' = Purlin Spacing 47-6--j-5'-0" 5'-6" 6'-0" 6'-6" 3'-0" 3'-6" 4'-0" Allowable Height 'H' /be ding'b' or deflection 'd' 7'-0" 7'-6" 2" x _2_x D.!:44" Hoiiow 8'-8" b 8'-0" b 7'-6" b T-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" 2 x 2" x 0.1( iii" Hollow 9'-5" b 8'-9" b 8'-2" b T-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5' 3" x 2" x O.d 35" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 71-8" b 7'-4" b 7--1" b 6-10" b 6'-7" b 3" x 2" x Tlii i )" 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 T-10" x 3" x 0.4I45" 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" 2" x 4" x .._. 0.11 51" 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" 6 9'-5" ' 2" x 4" x .__. 0,11.4:x' S.M.B. 17'-6" b 1 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' ..._. 2" x 5" x 0. 115 )" 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" 2" x 6" x .._ 0.115)" 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 .._. I•2" x 2" x 0.114 I" ..._ — j 2" x 3" x 0.1) 9.5" 1•2" x 4" x O.(1:11•t'i" Snap Snap Snap 10'4" b 13'=3" b 16'-2" b 9'-7" b 12'-3" b 14'-11" b 1 8'-11" b 11'-5" b 14'-0" b 1 8'-5" b 10'-9" b 13'-2" b T-11" b 10'-3' b 12'-6" b 7'-7" b 9'-9" b 11'-11" b 7'4" b 9'4" b 11'-5" b 7.-0" b 8'-11" b 10'-11" b 6'-9" b 8'-8" b 71-07-F b 6'-6' b. 8'4" b 10'-3" Notes: 'I. Above span. do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans Ic r total beam spans. Spans ma.,'')e interpolated. Lawrence E. Bennett, P.E. FL # 16644. 611,6. ENGINEER -DEVELOPMENT CONSULTANT P.(). BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (306)767-4774 FAX: (386) 767-6556 99 pp ,�gg © COPYRIGHT 2004 .JI'•1-2 4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF UIWRENCE E. BENNETT, P.E. 1 SECT]ON 7 SOLID ROOF PANEL PRODUCTS fable 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads Aluminum Alloy 3105 H-28 3" x 12" x 0.024" 2 or 5 Rib Riser Panels 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 k span span span Overhang ! Cantilever All Roofs 100 MPH 14'-7" 17'-11" 18'-4" 13'-8" 17'-5" 17'-9" 11'-2" 14'-3" 14'-7" 4'-0" 110 MPH 14'-1" 17'-11" 18'4" 12'-9" 15'-9" 16'-0" 10'-6" 13'-5" 13'-9" 3'-11" T20 -MPH . 13'-4" 17'_5" 17'_9" , 1114" ,15'4" 15'-5" 9'-11" 12'-7" 12'-10" 3'-9" 123 MPH 13'-2" 16'-3" 17'-4" 11'-7" 14'-10" 15'-1" 9'-9" 12'-5" 12'-8" 3'-8" 130 MPH 12'-9" 15'-9" 16'-0" 1 V-2" 14'-3" 14'-7" 9'-5" 11'-8" 11'-10" 3'-7" . 140 MPH 10'-1" 12'-6" 12'-9" 10'-1" 12'-6" 12'-9" 8'-11" 11'-1" 11'-3" 3'-4" 150 MPH 10'-i" 12'-6" 12'-9" 10'-1" 12'-6" 12'-9" 8'-6"10'-6" U 10'-9" 3'-3" 411 v 49V- v n nIn" 9 — a Dn. DI.— Omni. 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 15'-9" 19'-5" 19'-10" 14'-10" 18'-10" 19'4" 12'-6" 15'-5" 15'4" 4'-0" 110 MPH 15'-3" 19'-5" 19'-10" 13'-9" 17'-10" 18'-2" 11'4" 14'-6" 14'-10" 4'-0" 120 MPH 14'-5" 18'-10" 19'-2" 13'-2" 16'-3" 16'-7" 10'-8" 13'-7" 13'-11" 4'-0" 123 MPH 14'-2" 18'-4" 18'-8" 12'-11" 15'-11" 16'-4" 10'-6" 13'-5" 13'-8" 3'-11" 130 MPH 13'-9" 17'-4" 17'-9" 12-6" 15-5" 15'-9" 10'-2" 12'-11" 13'-2" 3'-10" 140 MPH 10•_11" 13'_6" 13'4• 10'-11" 13'-6" 13'-9" 9'-8" 12'-4" 12'-7" 3'-8" 150 MPH 10'-11" 13'-6" 13'-9" 10'-11" 13'-6" 13'-9" 9'-2" 11111" 11'-7" 3'-6" I., .. 411, v n nrAll n ... a On. ot..... 0 ---to 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 18'-5" 22'4" 23'-2" 17'-10" 22'-0" 22'-5" 14'-7" 18'-8" 19'-1" 4'-0" 110 MPH 18'-5" 22'-9" 23'-2" 16'-1" 20'-10" 21'-3" 13'-9" 17'-9" 18'-1" 4'-0" 120 MPH 17'-10" 22'-0" 22'-5" 15'-5" 19'-10" 20'-3" 12'-11" 15'-11" 16'-3" 4'-0" 123 MPH 17'-4" 21'-5" 21'-10" 15'-2" 19'-6" 19'-10" 12'-8" 15'-8" 15'_11" 4'-0" 130 MPH 16'-1" 20'-4" 20'-9" 14'-7" 18'-8" 19'-1" 11'-11" 15'-1" 15'-5" 4'-0" 140 MPH 12'-9" 15'_9" 16'-1" 12'-9" 15'_9" 16•_1" 11'_4" 14'-5" 14•_9" 4'-0" 150 MPH 1 12'-9" 15'-9" 16'-1" 1 12'-9" 1 15'-9" 1 16'-1" 10'-9" 13'-9" 14'-0" 4'-0" 1 dote: Total roof panel width = room width + wall width .+ overhang. Lawrance E. Bennett, P.E. FL # 16644 3'VIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121. TELEPHONE: (386) 7674774 FAX: (386) 767.6556 i)AGE -_— © COPYRIGHT 2004 7-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. FASTENERS SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPIKE . SCREW T -BOLT BOLT CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL_, HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT W/NEOPRENE WASHER ,1 1 OPTIONAL METAL FASTENERS _ WASHER SCALE: N.T.S. IJ RTES: A-TERNATIVE FASTENERS MAY BE USED AS SHOWN IN THE DETAILS HEREIN, AND MUST MEET OR' .. EXCEED THE SAFE WORKING LOAD VALUES SPECIFIED BY THE MANUFACTURER, AND SHALL BE A':IPROVED BY THE BUILDING OFFICIAL . 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) 767-6556 © C C fYRIGHT 90.04 PAGE P GT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ���