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HomeMy WebLinkAbout140 Monterey Oaks Dr (2)1 r. CITY OF SANFORD PERMIT APPLICATION RECEIVE Permit # : O `0 / d J Date: J AN 19 DOG Job Addrims. No 1.9 r s —L. 3 Descripticn of Work;?Ou lx x 'Z-a— a,, &_ 4X'Z S i " lw&69 _ . eeU t otin 1 1- Historic I-istrict: Zoning: Value of Work: S_ 1 CEO.O O Permit T,.pe: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical New Service — # of AMPS Addition/Alteration t--*/ Change of Service Temporary Pole Mechanic il: 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: # oWater Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial - Industrial Total Square Footage: Construct ion Type: # of Stories: - # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: - 'J ± 'l7 —QQpO - QaO (Attach Proof of Ownership & Legal Description) Owners Name & Addres 0 W & _ Jill% M.._-.1 __ ._ram--, _ '-- 'n-- n a-. - A..,_ Dntractor Name & Address: Phone & F:ix: Bonding Ci mpany: Address: Mortgage bender: Address: Architect/ Engineer: Address: c'. c -) - Contact Person: Phone: U 1 03 State License Number: Phone: 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: i permit and that all work will be performed to meet standards ofall 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 COND 710NERS, etc. OWNER'S 4FFIDAV IT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable 4:ws reLnilating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FO; t IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORE BEFORE RECORDING YOURNOTICE OF COMMENCEMENT. NOTICE: It 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 ?Apermit is veri ica o that 1 will motif a owner of the property of the requirement f Florida Lien Law, FS 713. mot' tj( Xrinnoer/A er/ gent Date Sig antU2 of Cont cr/A e t Date s Na / / Print Co ctor/Agent's Name /// IIL_ ignature of N - State f F da Date Signature of Notary-SWX Floria Date C wner/Agent is P rsona y 9w t Me or Contractor/Agent is Personally Know I.Me r Produced I66r J/1- r/ _ Produced ID APPLICATION APPROVED BY: Bldg: Zoni Z /./ Utilities: FD: Initial & Date) (Initial & Date) ( Initial & Date) (Initial & Date) pecial Cowlitions: Becky Rogers 0 0 Becky Rapers My Commission DDISM33 ; brt try 14, 2W7 s7' MY Ct " DD180133 Expires Fa o. ExilingFebrtiary14. 2W7 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 AVID .1oHHSOH, CFA, ASA PROPERTY a APPRAISERUJ SEMINOLEGOIJN YFL. f;i Gy <ti Q2 At 1101 E. F RsT 5T t SAKFORO, FL3=1-1466 J 407-665-7505 >' SPANISH HAT DR 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-517-0000-0210 Number of Buildings: 1 Owner: DONATELLO CHERYL & DON Depreciated Bldg Value: $115,801 Mailing Address: 140 MONTEREY OAKS DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $25,000 Property Address: 140 MONTEREY OAKS DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: MON EY-AQKS PH 1, A REPLAT Just/Market Value: $140,801 Tax District 1-SANFORD Assessed Value (SOH): $140,801 Exemptions EAD Exempt Value: $25,000 Dor: 01- INGLE FAMILY Taxable Value: $115,801 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Value(without SOH): $2,323 WARRANTY DEED 09/2004 05572 0796 $188,900 Improved Yes 2005 Tax Bill Amount: $2,323 SPECIAL Save Our Homes (SOH) 0 WARRANTY DEED 06/2000 03872 1536 $107,400 Improved Yes Savings: WARRANTY DEED 02/2000 03808 1289 $259,500 Vacant No 2005 Taxable Value: $116,397 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 21 MONTEREY OAKS PH 1, A REPLAT LOT 0 0 1.000 25,000.00 $25,000 1 PB 56 PGS 33 & 34 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Et Wall Num Bit SF SF SF Value New 1 SINGLE 2000 7 1,874 2,290 1,874 CB/STUCCO $115,801 $119,382 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 380 Appendage / Sgft OPEN PORCH FINISHED / 36 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JusYMarket value. http://www.sepafl.org/pls/web/re_web.seminole_county_title?parcel=3 3193051700000210... 12/8/2005 POWER OF ATTORNEY DATE: I hereby name and appoint !elr-L of Affordable Screen & Patio, inc. to be my lawful Attornev-ln-Ffact to act for and apply to th Building Department for a 4 . permit for work to.be performed at a location described as: Parcel ID # 3. =/9=:36-677-*--6aoo- oaZ/a Lot -% Subdivision:o Block Owner of Property & address) . and to sign my name and do all things necessary to this appointment Type and print name of (;ertifiedfCoattactor Si nd ture of Certified Contractor The fore oina instrument as ackno rledmed before'me this / )hv who is *personally known to me vfi uced as id ication and who did not take an oath. State of Florida County of Orange rutary Sibnature Date: // 0 Pp., Becky Rogers Se:11) + My Cominlsslon DD180133 of Expires February 14, 2007 A-7-7/: J Perm-,.t Number Parcel Identification Number Prepared by: Pejn n R n -V% 11. e> 11, tp t `T"re. &. 1^On d C Fl> 3 °7 5 Return to: i Alpl ovdob`l C cJ et-e-t-n. L-rn,c6w0(D6 k 3*Q a NOVICE OF COMMENCEMENT MARYANNE M1*131E, CLERK W CIRCUIT WAT SEMIKA- E, Gflt.Di]Y AK 06087 FIG (1;-13 CLERK' S 4 z1*G(K) 9J90 RECORDED 011191M 09:L040 AN REtxIRDINS FEES 10.00 RECU) R1kD by t holden CERTIFIED COPY XRYANNE MtyRSE JAN 19 20K Stag_.- of Fl G r-i 8 c_ Cou rity of 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. 3. 4. 7. 8. 9. Description of property (legal' description of the property, and street address if available) 3 i 0 /yI0/ Pr•e y D Jim .52 cQ FL 3 U-7 z Gee eral description of improvement(s) tu- SI A-A2 X ai -t- `%X7 Sica1, Z, v..S N•LL. itJ Fu; -Pe v /-'c7osr, /eZal tz . Owner information Name(' j•rt OMrrfe l'O umber Fax Number Address S1L if9CIV7 Pr'2 y C.'5 1S' r o o- cP L S 2-7 7 e Interest in Property: Fee Simple Title Holder (if other than owner shown above) Name Telephone Number. Address Cs-1C'l G Fax Number Contractor iJ,reio le c je C'e > -n Name bay- 5tLp7 5'a Telephone Number 1AD`7- !3a- 910 Le Address I- O nd I-1 Fax Number L4 (),7 - 33a - 0 a`t c( oo I aI Ja. Surety (if any) Name Address Lender ( if any). Name Address Telephone Number Fax Number Amount of bond $ Telephone Number Fax Number 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 1 Fax Number in addition to himself or herself, owner designates the following to receive a copy of the Uenor'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 d' rfferen date is specified): k owner Date : 3igned Signature o caner I[_Vo_te: per §713.13{1)(g), must sign ...and no o I e se e may bep rmitted o s in his or her stead." Swor.'i to and subscribed before me this d of 20 by who i; personally known to me OR _. roduce l as identification. yr r 89* Rogerla Signature of N a ( i seal to appear below) My commission DDISO133 a v Expires Februw y 14, 2007 Form 1 eWs fd: 12/00 for 19 to 20 1 MAP OF SURVEY DESCRIPTION LOT 21, MONTEREY OAKS PHASE I, A REPLAT, QS RECORDED IN PLAT BOOK 56, PAGES 33 & 34, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. i LOT 23 FND. 5/8" 1, LB 2856 - 0.2' MONTEREY OAKS PHASE 2 PLAT BOOK 58, PAGES 22-23 LOT 24 N 00'12'18" E 50.00' PLAT of N 00-05'06" W 50.00' MEAS 10' ENVIRONMENTAL f 6' PF OL CONTROL EASEMENT LID i, LOT 21 t 1.0 , 3.8' 1 * 4.97' CP8,2"I CP 40 l LL-Li a 0) 00 0 crn 1 STORY BLOCK Lj ADDRESS #140 LOT 22 V ci 00 0 p 6' q Ci v oV v n1' H 0 FND. 1 1/4" IP N LS 2005 0 N 4' CW LOT 25 I FND. 5/8" IR LB 2856 0.4' T5. 03' V) QLiJ 0 0 Lj N V in n t\ V1 N 19.4' V 14.8' 16' CONC DW 10, D.E. & U.E. 26.2' S 00' 12' 18" W f 50.00' PLAT I-eC S 00*09,31 " W 49.99' MEAS LOT 20 FND. 1 1/4" IP LS 2005 50.00, P & M p FND. 1 1/4" IP J LS 2005 MONTEREY OAKS DRIVE (50' R/W) DF,f SC56-34-LOT21 NOTE: UNDERGROUND UTILITIES AND FOUNDATIONS HAVE NOT BEEN SHOWN BOUNDARY SURVEY CERTIFIED TO: CHERYL DONATELLO; EXPRESS FINANCIAL; FIDELITY NATIONAL TITLE INSURANCE COMPANY, LEGEND REVISIONS; IFIELD DATE: SEP. 17 2004 SCALE: 1 ' =20' BC - BACK OF CURB CALC - CALCULATED COW CONCRETE BLOCK WALL DRAWN Y A. R. D. CENTERLINE CM COVD CONCRETE MONUMENT COVERED THIS BUILDING/LOT IS IN FLOOD ZONE X, BASED ON CLF - CHAIN LINK FENCE CONC - CONCRETE CW CONCRETE WALKWAY M.A.P. FLOOD INSURANCE RATE MAP, N0.120294 0040 E, CP - CONCRETE PAD DE DRAINAGE EASEMENT Land Surveying, Inc. CITY OF SANFORD, FLORIDA. p - CENTRAL ANGLE DESC - DESCRIPTION ESMT FFE EASEMENT FINISHED FLOOR ELEVATION BEARING STRUCTURE BASED UN : THE WEST DW - DRIVEWAY E/P - EOG£ OF PAVEMENT IP L IRON PIPE ARC LENGTH RIGHT OF WAY LINE OF MONTEREY OAKS DRIVE. FND - FOUND MS - METAL SHED OL - ON LINE 4515 Curry Ford Rd. IR - IRON ROD MEAS - MEASURED P&M PLAT & MEASURED Suite C N&D -NAIL &DISK POB POC POINT OF BEGINNING POINT OF COMMENCEMENT Orlando Fl. 32812 Andrew Perry, P.S.M. PC - POINT OF CURVATURE R - RADIUS R/W - RIGHT OF WAY PH. 407 896 4557 TYP - TYPICAL UB WF UTILITY Box WOOD FENCE FAX 407 896 4674 Professional Surveyor & Mapper 116124 UE - UTILITY EASEMENT LB - LICENSE BUSINESS NUMBER PF - PLASTIC FENCE E-Mail .'' Maplandsurveying®AOL.com LB 17064 S NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPED i.f....-.....nr«.es.-vsurars..+wos ...r....--.u..ar...e• ..s - _ ` z r 4, 1-4-6 S'` ICJ h, (Te x CX/ SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) r SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION 7 FOURTH WALL FRAME _ I RIDGE BEAM (SEE TABLES 3A.1.4) USE BEAM TO WALL DETAIL Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386)767-6556 PAGE COPYRIGHT 2004 3A- NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. 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 ON FOR ROOF. BEAM P/2' _ 'P/2' _. @ FASCIA ALLOWED - SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS SEE TABLES) W zD O.H. SOLID ROOF / WCC t:O MAXIMUM / ELEVATION SLAB OR GRADE) P =PROJECTION FROM BLDG. It VARIES LW = LOAD WIDTH VARIES P' VARIES NOTES: 1. ANCHOR 1 x 2 OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHER INTERNALLY OR W/ ANCHORCLIPS AND (2) #8 SCREWS WOWASHERS @ EACH COLUMN H POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.34. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -123# 1 2#128 TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. FL #'h6 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214300, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767 PAGE COPYRIGHT2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E. SECTION 3A 1fl" 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;( 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1/ii" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS F tD ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE. 3/4" = V-0" 4" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-112" (TYP. ( 1),15 BAR CONT. BEFORE SLOPE ALL SLABS) 5/ TYPE 1 TYPE 11 FIAT SL P / NO FOOTING MODERATE SLOPE FOOTING 2" / 12" 2" / 12" - V-10" TYPE III STEEP SLOPE FOOTING V-10" 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. Nc footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2.500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: F_ ibermesh ®M usb. InForceTm e3TM' (Formerly Fibermesh MD) per maufacturer's sp3cification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. Siae additional detail for structures located in Orange County, FL) 6. If is carrier beam or fourth wall frame is reaw d use a Type II footing minimum. SLAB- OOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214365, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 IPAG 3A 'l8 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES IDE WALL HEADER kTTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED T x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES - FRONT AND SIDE BOTTOM RAILS ATTACHED TO r-ONCRETE W/ 1/4" x 2-1/4" DNCRETE/MASONRY NCHORS @ 6" FROM EACH DST AND 24" O.C. MAX. AND IALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL &ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, TELEPHONE: SOUTH D 7674774 TONA,FL 32121 FAX: (386) 767.65% PAGE © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS. THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES SECTION 3A RISER PANELS ATTACHED PER CHAPTER 7 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) XTPI-icl n'S GIRTFORSNAP0.... ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER. DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767AT74 FAX: (386) T87-6556 I PAGE ICOPYRIGHT20047NOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT. P.E. 3A' SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 for Allowable Upright c HeighChair ts, ail Spans or Header Spans Aluminum Alloy 6063 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 11 #ISF TributaryLoadWidth 'W' =Purlin Spacing Sections 3'.0'• 1 3'-6" All —, able Neioht 'H' 1 bending'b' or deflection'd' z" x Z" x u.vw -1 2" x 2" x 0.059" He 3" x 2" x 0.045" He 3" x 2" x 0.070" Hr 2" x 3" x 0.045" HI F _ x4- it 0.050" Hi 2" x 4" x 0.046" S 2" x 5" x 0.050" S 2" x 6" x 0.050" S 2" x 2" x 0.044" ; 2" x 3" x 0.045" 2" x 4" x 0.045" 7 For 3 second wine Sections at 0 b 8'- 2" b 7'- b 8'- 11" b 8'• f 13 #/ SF dth'W' = Purlin S acing bending'b' or deflection'd` 6" b 2" X Z•' X u.uou nv..v.. uCII N 7" b B'-11" b 8-6b=771x x 0u..... 9'- 2" b 8'-9" b 8'-5" b 8'-1" b 7'-1x2" x v. v: " Holla 1'-5" b 10'-8" b 10'-1" b 9'- 7 b 9'-11" b 9'-0" b 0.045" Hollow q1"b 1'-11" b 11'-2" b 10'-6" b 12'-2" b" IOP-7" b 0 2b 9-9b 9'5" 10" b 12'-11" b 14'-4" b 13'-7" 12'-11" b b x 4" x 0.046" S.M.B. 6'-3" b 15'-2" b 18'-9" b 17'-9" b 16-10" b 5 " 14-W' b 14' 2" b 13- 9'p 0'-1" b 1811 17' 6'-6" 2" x 6" x 0. 050" S.M.B. 23'-11 b 22'-2" b 80 9. b g -5" b b 7 -7' b b 7'-0" b 6'-9"" b 8' 4" x 2" x 0.044" Snap 10' 4" b 13'-3" b 9'-7" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'11" b 8'-11" b 10'-11" b 8' 8" b 10'-7" b 10'-3 2" x 3" 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 2" x 4" x 0.045'.' Sna Notes: distance from upright to center of brace to beam connection to e do not include length ofkneebrace. Add horizontal 1. Above spans above spansfortotalbeam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOXTELEPHONE: (386) 8 4774FL 32121 FAX; (385) 767.6M PAGE I © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF tp WRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS 8 x 1/2" S.M.S. SPACED Q 8" O.C. BOTH SIDES CAULK EXISTING TRUSS OR RAFTER ALL EXPOSED SCREW HEADS 10 x 1-112" S.M.S. OR WOOD . WOOD SCREW (2) PER RAFTER OR TRUSS TAIL :'' 10 X 3/4 S.M.S. OR WOOD SCREW SPACED Q 12" O.C. -- ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL Q 24" O.C. FOR WOOD USE #10 x 1-1/2" z ' S.M.S. OR WOOD SCREWS Q ....... 12" O.C. ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = V-0" WOOD STRUCTURES SHOULD CO T TO TRUSS BUTTS OR THE SUB- CIA FRAMING WHERE . POSSIBLE ONLY. 15% OF SCREWS CAN THE TRUS . SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -123 130 140 150 8 10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7874T74 FAX: (386) 767.6656 PAGE COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SOLID ROOF PANEL PRODUCTS -- I — SEC.TION 7 Table 7AA Structall Building Systems Inc. Snap & Lock O Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: J X YV AV. nvv.. ooc. Open Structures Screen Rooms Glass & Modular Rooms Overhang Wind Mono -Sloped Roof Attached Covers Enclosed Cantilever Region 1&2 3 4 1&2 3 4 1&2 J 3 4 All span span span span span span span span span Roofs 100 MPH 21'4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 1 21'-0" 23'-10" 23'-0" 20'.11" 20'-2" 13'-9' 151-4" 14'-10" 4'-0" 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 120 MPH 19'-6" 21'-10" 21'-1" 18'-11" 18'-3" 117V 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" ITT12'-11" 12'-6" T-0" 140 MPH 12'4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 2' 4" 3 J- x CIO- X Wind Region nuvi Va.— v.w. Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 106MPH 110 MPH 24'- 11" 24'- 11" 27'- 11" 27'- 11" 27'- 0" 27'- 0" 23'- 10" 21'- 11" 26' 4 24' 6" 25'- 9" 23'- 8" 18'- 8" 16'- 2" 20'- 10" 19'- 3" 20'- 2" 18'- 8" 4'- 0" 4'- 0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-B" 15'-10- 4'4" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'-4" 16'-0" 15'-6" W-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-B" 20'-10" 20'-2" 13'-7" 1 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8", 1 14'-2" 13'-8" 4'-0" 150 MPH 1 14'-5" 16'-2" 1 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0- 4-- X YO- X Wind Region o. VLY nvw ra.v. Open Structures Mono - Sloped Roof Screen KOOMS Attached Covers ass r. MoaUlarooms Enclosed Overhang Cantilever All Roofs 1& 2 3 4 s an 1& 2 span 3 1 span4 span 2 span 3 span 4 span 10" 17'-5" 19' 6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" Y15'-1" 18'-0" 17'-5" 4'-0"120 MPH 22'-3" 24'-11" 24'-1" 19'-1"'-7" 13'-9" 15'-4" 14'-10" W-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6"0'-0" J2!4'- 1" 13- 5" 14'-11" 14'-6"130 MPH 19'-9" 22'-1" 21'-4" 17'.5"'-10" 12'-B" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6"'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'S" 15'-1" 14'-7" IT-6"4'-7" 10'-5" 1 174" 111A" 4'-0" a x Yu x v.v1;vr%wwl Va.— open Structures Screen Rooms Glass & Modular Rooms Overhang I Wind Mono - Sloped Roof Attached Covers Enclosed Cantilever Region All 1& 2Isan 4 1&2 3 4 1&2 3 4 span span span span span span span span Roofs 100 MPH 27'-11"" 30'-3" 26'-8" 29'-10" 28'-10" 20'-10" 23'-4" 22'-6" 4'-0" 110 MPH 27'-11"" 30'-3" 24'-7" 27'-5" 26'-6" 19'-4" 21'-7" 20'-10" 4'-0" 20 MPH 26'-B" 0" 28'-10" 22'-10" 25-7" 24'-8" 17'-B" 19'-10"19'-1" 4'-0123 MPH 25'-8" 27'-9" 22-2" 24'-10" 23-11" 16'-0" 19'-3" 18'-7" 4'-0130 MPH 23'-B" 25'-7" 20'-10" 23'-4" 22-6 15'-2" 18'-1"17'-6" 4'-0"140 MPH 16'-2" V 17' 6" 16'-2" IVA" 17'-6" 14'-2" 15'-10" 15'4" 4-0150 MPH 1-r2" 17 -6" 16'-2" 18'-1" 17' 6" 1372" 14'-9" 14'-3" 4'-0- room viva. T W. v.."... ETPIUCTALK Lawrence E. Bennett, P.E. FL # 16644 3 5 D BURBANK R BANKROAD, CIVIL ENGINEER. DEVELOPMENT CONSULTANT O L 3 50 B UBANKFLORIDA 34677 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: NATIONWIDE 1- 800-ZZ9-5257 667 Tr4 LOCAL B13-B55- Zr*Z7 FAX: (386) 7676556 FAX B 1 3- 855-81 2B PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 7-49 FASTENERS SECTION 9 CONCRETE EXPANSION DRIVE NAIL SPI E SCREW T-BOLT BOLT ANCHOR JL 1 1 1 CONCRETE AND MASONRY ANCHORS SCALE: N.T.S. SHEET METAL. HEX HEAD MACHINE SCREWS TEK SCREW LAG SCREW BOLT I 1 W/NEOPRENE IWASHER 1 OPTIONAL METAL FASTENERS WASHER SCALE: N.T.S. NOTES: ALTERNATIVE 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 APPROVED 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) 7874774 FAX: (388) 787.8888 PAGE COPYRIGHT 2084 9-1NOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT, P.E.