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HomeMy WebLinkAbout126 Rose Hill Trl (2), CfTY OF SANFORD PERMIT APPLICATION RECEIVE® u � Permit #:— os ' "/ 0 8 / 2 4 / 0 §gip ►..,IobAddress: 126 Rose Hill Trials Sanford, FloridA 32723. Description of Work: Screen roomi& Concrete slab _ Historic District: Zoning: Value ofWork: S 3388-0Q_ Permit Type: Building Electrical Mechanical Plumbing Electrical: New Service – # of AMPS Addition/Alteration Mechanical: Residential Non -Residential Replacement New Plumbing/ New Commercial # of Fixtures # of Water & Sewer Lines Fire Sprinkler/Alarm Pool Change of Service Temporary Pole _ (Duct Layout & Energy Calc. Required) # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial Occupancy Type: Residential . Commercial _ Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FFMA form required for other than X) Parcel q: Owners Name&Address: Bernard M. Finley (Attach Proof of Ownership & Legal Description) 126 Rose Hill Trail., Sanford,Fl- 327 Mone: 407-328-4180 Contractor Name&Address: GHB Contractors, Inc. _ 2774 Carrier Ave, Sanford, Fl. 324a AI"nseNumber: CBC0521 44 Phone& Fa:: 407-330-5990 Contact Person: Tim Gately Phone: 407-330-2887 I Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Phone: Fac: 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, IIEATERS, 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 COMM F.,NCEMENT 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 permit is verifica Signature of Ownerh / ARJ Pnnt Owner/Agent's alure of Notary' Owner/Agent is - XProducedID_ that I wi I notify the owner of the property of the requi ments of Florida Lien Law, 47A3. it Dote Signature of Contractor/Agent Date Jsd1 Re -,,Print Contractor/Agent's Name A of Personally K Notary Public - State of Florido *C*yTf s3'iot 8VkisNov 18, 21108 Commission # DD 373178 .APPLICATION APPROVED BY: Bldg: ,_-me Zoning: (Initial & !Yate) (Initial &Irate) ary-State of Flo,' Date Agent is Personally Known to Me or ced ID Utilities: ! FD: (Initial & [.Yate) (Initial & Date) �R L& C� GHB Contractors, Inc. 2774 Carrier Avenue Sanford, FL 32773 POWER OF ATTORNEY I HEREBY NAME AND APPOLNT h�G TO BE MY LAWFUL ATTORNEY IN FACt FOR ME AND APPLY TO City of ganfnrfj FOR A Building PERMIT FOR WORK TO BE PERFORMED AT A LOCATION DESCRIBED AS: L.EGAI_ DESCRIPTION Lot 14, Rose Hill, PB 54 Pqs. 41-42 ADDRESS 126 Rose Hill Trail Sanford, FL 32773 PROPERTY OWNER Rernar M. Fi n1 P)j 126 Rose Hill Trail, Sanford, FL 32773 AND TO SIGN IN MY BEHALF AND DO ALL THINGS NECESSARY TO THIS APPOINTMENT. THOMAS W. WILLIS CBC052144 SIGNATURE �,J, t -J O , THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS 1 � IPAY OF August 2005, BY THOMAS W. WILLIS WHO IS PERSONALLY KNOWN TO ME/WHO PRODUCED AS IDENTIFICATION AND DID / (NOT) TAKE AN OATH. NOTARY SIGNATURE: Ze'r�- PRINT NAME: Z oblia S. Johnso STATE OF FLORIDA, COUNTY OF SEMINOLE ,.tiPRY PVi ZENOBLIA S. JOHNSON MY COMMISSION EXPIRES: _�. B`:Nota Pu - State of Florida • My Canxris§WBOMN008,2008 Commisslon # DD 373178 ", Bonded By National Notary Assn. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=18203150300000140&cpad... 8/16/2005 0^vi i Joi4wsom, CrA, ASA a PROPERTY APPRAISER SEMINOLE COUN-rY FL, i 1101 E.. FIRST ST SANFORD FL -3277t -14f58 407.665-7548 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-503-0000-0140 Number of Buildings: 1 Owner: FINLEY FRANCES P & BERNARD Depreciated Bldg Value: $130,874 Mailing Address: 126 ROSE HILL TRL Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $22,000 Property Address: 126 ROSE HILL TRL SANFORD 32773 Land Value Ag: $0 Subdivision Name: ROSE HILL Just/Market Value: $152,874 Tax District: S1-SANFORD Assessed Value (SOH): $152,874 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $127,874 Tax Estimator 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,422 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $2,213 WARRANTY DEED 09/2004 05474 0561 $167,000 Improved Save Our Homes (SOH) WARRANTY DEED 09/2001 04191 1926 $136,700 Improved Savings: $209 SPECIAL WARRANTY DEED 09/1998 03496 1719 $1,456,500 Vacant 2004 Taxable Value: $107,989 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND Land Assess Land Unit Land LEGAL DESCRIPTION PLAT Method Frontage Depth Units Price Value LOT 14 ROSE HILL PB 54 PGS 41 & 42 LOT 0 0 1.000 22,000.00 $22,000 BUILDING INFORMATION Bid Year Base Gross Heated Bid Type Fixtures Bid Est. Cost Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2001 9 1,968 2,372 1,968 CB/STUCCO $130,874 $133,545 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED/ 28 Appendage I Sgft GARAGE FINISHED / 376 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "' If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=18203150300000140&cpad... 8/16/2005 Prepared by:. Individual's name: Address: Return to: Address: Permit # Tax Parcel # State of Florida County of qem i ao e GHBICnntractors, Inc. 2774 Carrier Avenue Sanford, FL 32773 GHB Contractors, Inc. 2774 Carrier Avenue Sanford, FL 32773 The undersigned hereby gives notice tha Florida Statutes, the following informal 1. Legal description of property: (and street address, if available) 2. General description of 3. Owner: Name and Address: a. Interest in property: b. Name and address of fee 4. Contractor: Name and Address: Phone# ( 407) 330-288 Fax# ( 407) 330-599 65. Surety: Name and Address: Phone# ( ) Fax# ( ) 6. Lender: Name and Address: Phone# ( ) Fax# ( ) 7. Persons within the State of Florida Section 713.13(1)(a)7, Florida Stal 8. In addition to himself, Owner desi Section 713.1.3(1)(b), Florida Stan 9. Expiration date of notice of is specified.) 1 IN II 11111 IN it 11111 lli III 1110 oil It to to Il IN 111111 IN MARYANNE MORSE, CLERK OF CIRCUIT CWRT SEMINULE COUNTY BK 05863 FSG 0282 CLERKS S # 2005140927 REWRDED 08/17/2005 10:51:40 PM REI'URDIN6 FEES 10.00 RECORDED BY D Thoeas NOTICE OF COMMENCEMENT FS 713.13 : improvement will be made to certain real property, and in accordance with .Chapter 713, )n is provided in this Notice of Commencement. Lot 14, Rose Hill, Plat Book 54, Pages 41 & 42 Screen Enclosure Bernard M. .Finley 126 Rose Hill Trail Sanford, FL 32773 titleholder (if other than owner) GHB Contractors, Inc. 2774 Carrier Avenue Sanford, FL 32774 N i/-� OR`'� ld\N10 PSC R M rn ,R1DA SEM C`�pK 63 OEpuTY AUG 17 2005 Mated by Owner upon whom notices or other documents may be served as provided by (Name and Address) s the following person(s) to receive a copy of the Lienor's Notice as provided in (Name and Address) tt (the expiration date is one(1) year from the date of recording unless a different date (Signature of Owner)f�'%IItG! G t� C, e/,! Lktl (Print Owner's Name) State ofd l County of 2d The foregoing instrument was acknowledged before me thtt=��asidendft �� b Who is personally known to me�or had produced yOath ;/did not take an oath. 'A.ation, ail d did take an (County Certification) Public's sienature .��.' .. n►,...,..._ ._:. 3. jomiiiw SkftOfFicm e Kov 18,2E (Print Notary Public's Name) _ .2 ' N�,f�„y N,,� r "'S�,,,°..'t OW10nf CD 37 -W CCMn,&W" y Np"Nolar 317 (SEAL) ,;;oFF�q;Commission #8 ' OU3;fi� �� BY Nafionat Nofai y ,vsr (per f 3525 W. Lake Mar}' Boulevard, Suite 301 - Lake Mar), FL 32746 • Voiee 407.688.7631 • Fax 407.688.7691 Legal Description Lot 14, ROSE HILL, according to the plat thereof as recorded in Plat Book 54, Page(s) 41 & 42, of the Public Records of Seminole County, FL. Community number: 120289 Panel. 0045 Suffer: E F.LR.M. Date: 4/17/1995 Flood Zone: X Date of field work: 9/9/2004 Completion Date: 9/10/2004 Certified to: Frances P. Finley; Title Pros of Florida, Inc.; Stewart Title Guaranty Company; Navy Federal Credit Union, its'suceessors and/or assigns. ,, ..,.. ,.•..rw;?:, t its' �?%�, �(cr :� �( ....► sw �8{ 0 10 11{ 12 18f i8' fey I7 1F9N • your • tt�'!.t RUSE 11114. • TR. W t eose'ao' w 1+n.sa' 'aERM1T #_ SCALE: 1 " = 30' LAKE S.89'58'30'W. 50.00' f1R 5/8' nR 5/8" 2 O O O h O �2 LOT 14 13� '58. 0' OFFICE O W O U O COT 13 ONE STORY LOT 15 RESIDENCE p n 126 6. O 2 0' 8.2' 194' 6.0" — CONCRETE ro DRIVE m 0 10 "U£ FIR 5/8 It IV 5/8' N.89'58'30 E. 50.00' Property Address: 126 Rose Hill Trail _ROSE HILL TRAIL Sanford, FL 32773 5O'R/W I.F(:FNI) (:I:NF.ItAI, NOTFS -//-U- Wood Fence CAN Cable Riser -x-x- Wire Fence W.M. Water Meter F.N. Found [Jail TEL. Telephone Facilities • Properly Corner ® Covered Area ' R. Record B.R. Bearing Reference M Field Measured CH Chord CL Clear RAD Radial ENCR Encroachment N.R. Non Radial 4 Centefline A/C Air Conditioner O Concrete B.M. Bench Mark . Fl Property Line C. Calculated C.M. Concrete Monument ZZZZ Block Wall F I.R. Found Iron Rod 0 Central Angle/Delta F.I.P Found Iron Pipe D.B. Deed Book RNV Right of Way D Description or Deed N&D Nail & Disk D.H. Drill Hole D E Drainage Easement DNV Driveway U.E. Utility Easement ESMT Easement , FD Found EL Elevation P Plat Ff. Finished Floor AXV...W' ' Asphalt F.C.M. Found Concrete Monument O H U. Overhead Utilities F.P.K. Found Parker-Kalon Nail PP. Powe- Pole "' Length 1 ..---- Survey number: SL 40565 (:I:NF.ItAI, NOTFS M.H. Manhole I. Legal description provided by others. N T.S. Not to Scale 2. The lands shown hereon were not abstracted for easements or other O.R. Official Records recorded encumbrances not shown on the plat. O.R.B. Official Records Book 3. Underground portions of (Oetires, f0r)J3ti0n5 or other improvements PC.P. Permanent Control Point were not located. P.R.M. Permanent Reference Monument q. Wall ties are to the fare of the wall. PG. Page 5. Only visible entmachmctas located. PVMT. Pavement 6. No identification found on property corners unless noted. P.B Plat Book 7, Dimensions shown are plat and m sured ur,ess M6erwise noted. PO B. Point of Beginning R. Elevations if shown are based ul n G.V.D 1429 unless otherwise noted PO C. Point of Commencement otherwise aced 9. Adjoining lots are ' i the s e 1 lop—, PO 1. Point on Linc 10. This is an AS -BU T SU VEY m1esj ooted. PC. PR.C. Point of Curvature Point of Reverse Curvature 11. Not valid unless ealed vilh ie si inembus d seal. P.T. Point of Tangency 12. Flood zone delermin ions are ro courle only, and are R. Radius (Radial) derived from the best sour as a ilaturveyor This information R O.E. Roof Overhang Easement should not be relied ipon or ood.purpo ., and may differ frorn informatio pro ided y o ters. S.R. S/W Set Iron Rod & Cap Sidewalk 13. L.R. 7132 TO.P. Top of Bank ' 1 I heeby, t hat th. covey a ar-, rep esentation o! a S •r e, TYR Typical 1 r I prepared, n my d" 'm J W.C. Witness Corner - 10.05 Existing Elevation _ t o_^A c _.ar_r—•---,._-..-_ ----.,_ ,... r SCREEN, ACRYLIC & VINYL ROOMS I INTERIOR BEAM (SEE TABLES 3A.1.3) SECTION 3A HOST STRUCTURE_ OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) _ HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PA'= © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BEN NETT, P.E. 3A-1 SECTION 3A H* SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 'LW' FOR MAX. / UPRIGHT / HEIGHT (h) 1" x2" 'k MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING 1� TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37, 38, 39) * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) _ 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) LU C7 � O.H. / / U SOLID ROOF X � NO MAXIMUM / / w UU)) (ELEVATION SLAB OR GRADE) LP = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: 'P' VARIES - 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 1 150 #8 1. #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A 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 SCREEN, ACRYLIC & VINYL ROOMS 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 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 CONC. 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCALE: 3" = V-0" HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2"OR2"x3"OR2"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. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674T74 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 - 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. "HROUGH SPLINE GROOVES 'IDE WALL HEADER ATTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. IDE WALL GIRT ATTACHED l " x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW �OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO "ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND ✓ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 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 I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L'/ (bending 'b' or deflection 'd') 1 8.2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' I (bending 'b' or deflection 'd') Width (ft.) 1 R 2 Span 3 Span 4 Span Max. Cantilever 5 5'-1" d 6'-3" d 1 6'-4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5-10" d 5'-11" b 0'-11" d 6 5-0" d 6'-3" d 6'4" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-11" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5-8" d 5-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4'-4" b 4'-2" b 1 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 18, 2 an 4 an 3 Span S S Max. p p p Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1 8.2 Sp p p an 3 Span 4 Span Max. Cantilever 5 5'-8" d 7'-1" d 7'-2" d 1'-2" d 5 6'-5" d T-11" d 8'-1" d l'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d 7'-5" d T-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d 7'-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 1 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d l'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 4'-3" A d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11 " d 5'-11 " b 0'-11 " d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' I (bending 'b' or deflection 'd') 1 8 2 an Span 3 S 4 Span Max. p p p Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) 1& 2 Span 3 Span 4 Span Max. I Cantilever 5 T-1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'-4" d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d T-11" b 1'4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'4" d 7'-8" b T-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d T-2" b 6'-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 T-6" d 8'-8" b 8'-4" b 1'-6" d 10 5'-7" d 6'-5" b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-11" b 7'-10" b 7'-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b 7'-6" b 7'-3" b __I]1'-4". 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. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386)767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE F. BENNETT, P.E. 3A'11 SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ...........Z.•, ,.,..... . ROOF PANEL ROOF- PANEL TO WALL DETAIL, SCALE: 3" = V-0" WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 j3U_I4U 150 #8 1 #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) 767-4774 FAX: (386) 767-6556 975e74 © 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 SECTION 7 Table 7.4.1 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. 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.024" Roof Panel Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever Region 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'4" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 15'-4" 14'-10" 4'-0" 120 MPH 20'A" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 1 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" ' 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 131-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH ti2'-0" t4'-5" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" 3'-11" 3" x 48" x 0.030" Roof Panel Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever Region 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span All Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 16'-2". 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'-4" , 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13' 8" 4'-0" 150 MPH t4'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11' 2" 13' 2" 12'-9" 4'-0" 4" x 48" x 0.024" Roof Panel Wind Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever Region 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span All Roofs 100 MPH 23'-5" 26'-2" 25'-3". - 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" • 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 13'-9" 15'-4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9." 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" T-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15-1" 14'-7" 10'-5" 12'-4" 11'A" 4'-0" 4" x 4B" x 0 030" Rnnf Panel Wind Open Structures Muno-Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang I Cantilever Region 1&2 span 3 spars 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span All Roofs 100 MPH 27'-11" 31'A" 30'-3" 26'-8" 29'-10" 28'-10" 20'-10" 23'-4" 22'-6" 4'-0" 110 MPH 27'-11" 31'-4" 30'-3" 24'-7" 27'-5" 26'-6" 19'-4" 21'-7" 20'-10" 4'-0" 120 MPH 26'-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 17'-8" 19'-10" 19'-1" 4'-0" 123 MPH 25'-8" 28'48" 27'-9" 22'-2" 24'-10" 23'-11" 16'-0" 19'-3" 18'-7" 4'-0" 130 MPH 23'-8" 26'-5" 25'-7" 20'-10" 23'A" 22'-6" 15'-2" 18'-1" 17'-6" 4'-0" 140 MPH 16'-2" 18'-1" 17'-6" 16'-2" 18'-1" 17'-6" 14'-2" 15' 10" 15' 4" 4'-0" 150 MPH 16'-2" 18'-1" 17'-6" 16-2" 1 18'-1" 17' 6" 13'-2" 14' 9" 14'-3" 4'-0" Note: = room width + wall width + 1111111TRUCTALk Lawrence E. Bennett, P.E. FL # 16644 350 BURBANK ROAD, CIVIL ENGINEER - DEVELOPMENT CONSULTANT OLDSMAR, FLORIDA 34677 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 NATIONWIDE 1 -BOO -229-5257 TELEPHONE: (386)7674774 LOCAL B13 -BSS -2627 FAX (386)767-6556 FAX B 1 3-855-8 128 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-49 SECTION 3A 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 NOW 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) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS 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 O BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. BEFORE SLOPE ALL SLABS) 8.. TYPE FLAT SLOPE / NO FOOTING 0-2" / 12" TYPE II MODERATE SLOPE FOOTING 2" / 12" - 1'-10" 4" MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > V-10" Notes: 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 placeffierlt of concrete. 3. No 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: Fibermesh ® Mesh, InForceTm e3 TM (Formerly Fibermesh MD) per maufacturer's specification 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. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE p © COPYRIGHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Sc F moll 5d(i Ck K; &k- FfirIe-,-