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HomeMy WebLinkAbout153 Pine Isle Dr5 U 7 O ll, x 0 a C R. 3 0 E b4 to CITY OF APPLICATION PERMIT ADDRESS I']3 Pkv_= :1su:R..3Ts 19-- CQI SANFORD, FLORIDA FOR BUILDING PERMIT s PERMIT NUMBER V 2 169 Total Contract Price of Job L',l0D,0D Total Sq. Ft. 'ZCG 521 Describe Work ?/Niio Type of Construction %a )sr i.]i:Y irtnvr - 'J lUslli(tti?tar- Flood Prone (YES) (NO) Number of Stories 1 Number of Dwellings Zoning Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 10 2.0 30 sa nnorj itso OWNER [ ADDRESS CITY LLZ.J V___ W k , 5 l •33 .ice l a cZ TITLE HOLDER ADDRESS CITY BONDING ADDRESS CITY ARCHITE ADDRESS CITY MORTGAGE ADDRESS CITY IF OTHER THAN OWNER) LENDER STATE STATE STATE PHONE NUMBER 97_5-11Z3 ZIP ZIP ZIP CONTRACTOR .O / i PHONE NUMBER ADDRESS - L ST. LICENSE NUMBER Qom. b(vbd.90 CITY f STATE F A ZIP 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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE 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 VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. y ro z Signature of Owner/Agent & Date nature of Contracto Date M a 1< ice,- 1 s- t Type or Print Own r/Agent Name Type or Pri Contr cor's Name d z Signature of Notary & Date Signatu a of N air & Dat o Official Seal) Official Seal) ZY A OFFICIAL NOTARY SEAL V99O1p' WILLIAM C MEADOWS r KERI GVYYNN O COMMISSION NUMBER DD076254 t r. ;om' W. 10/22I05 CD Ofi67 S ro OMYCOMMISSIONEXPIRES FOF F\.O DEC. 22.2005 i ;• l 7 Date:' a nBY: Application Approved :y Z_ FEES: Building Radon Police Fire coo z >, — a N `; Open Space Road Impact Application ro 44 1,4 o o PERMIT VALIDATION: CHECK CASH DATE BY ro In a) o' O 0) >1 ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) zaE• THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE A Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Q 'Uq S PARCEL DETAIL h . t < © 17 y 1W St. In III l Ale C ou111 L)t;ikiitai GENERAL Parcel Id: 10-20-30-511-0000- Tax District: S1-SANFORD1180 VALUE SUMMARY Value Method: Market Owner: WATTS ALLEN K Dor: 01-SINGLE FAMILY Number of Buildings: 1 Address: 153 PINE ISLE DR Depreciated Bldg Value: $79,632 City,State,ZipCode: SANFORD FL 32773 00- Depreciated EXFT Value: $0 Exemptions: HOMESTEAD153PINEISLEDR Property Address: Land Value (Market): $19,500 SANFORD 32773 Land Value Ag: $0 Subdivision Name: STERLING WOODS Just/Market Value: $99,132 Assessed Value (SOH): $99,132SALES Deed Date Book Page Amount Vac/Imp Exempt Value: $25,000 SPECIAL WARRANTY DEED 05/2000 03863 0953 $115,800 Improved Taxable Value: $74,132 WARRANTY DEED 03/2000 03828 0476 $315,000 Vacant Tax Bill Amount: $1,600 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Fronta a Depth Land Unit Land Method g p Units Price Value LOT 118 STERLING WOODS PB 54 PGS 93 LOT 0 0 1.000 19,500.00 $19,500 THRU 95 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2000 7 2,290 1,874 CB/STUCCO FINISH $79,632 $80,436 Appendage / Sgft OPEN PORCH FINISHED / 36 Appendage / Sgft GARAGE FINISHED / 380 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. re_web. sem inole_county_title?PARCE L=10203051100001180&cbparcel=20301051100000000&ceparcel=2030105120000000(2/ 15/02 r..r alarwiB/NUBIQI gWglNlllllii11N1UIN11 ERMIT NUMBER 1 VI11/11 I.y111YV1 l Parcel Identification Number iI3 2 O 3 D 5 t 1 ppino i (IBb Prepared by: t.3 e- Retum to:. Armstrong Aluminum, Inc. 2964 Forsyth Road Winter Park, FL32702 407) 678-M NOTICE OF COMMENCEMENT State of 4Loiz%oN County of I iM CLERK CIflgJIT COURT BK 04338 pG 1576 CLERKIS # 2002839266 RECORDED OP/88/M 03109146 PNRECORDINGFEES6.00 RECORDED BY S Cootney The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance withChapter713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal des nption of the prope y, and street address if available) o-T 11 L3 S-c i2L tad, S PB Sd- / 93- 5 1173 L-va6 LsLa -Drr: Satyr-oac Fz 3z7-r 2. General description of Improvement(s) k-C10 L& Y ZOr 3. Owner information Name &L"--J I(_ V.hk-rrs Telephone NumberAddress s3 1VJIG IsI.- &rti Fax Number FL Interest in Property: 4. Fee Simple_ Title Holder (if other than owner shown above) Name 0r A. Number Address .. Telephone Fax Number 5. Contractor Armstrong Aluminum, Inc. 1 Name : 2W4 Forsyth Address Winter Telephone Number 407) 67e-33W Fax Number 6. Surety (if any) A. Name Address 7. Lender (if any) ts l Ae Name Address Telephone Number Fax Number Amount of bond $ Telephone Number Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be servedasprovidedby713,13(1)(a)7, Florida Statutes. Name Telephone NumberAddressFaxNumber 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice asprovidedin713.13(1)(b), Florida Statutes. Name Telephone NumberAddressFaxNumber Expiration date of notice of commencement (the expiration date is one year from the date of recording unlessdifferentdateisspecified): r 9 1 Date SISrNd Signature of Owner Note per 713.13 1 ( g), 'owner must sign... and no one else may be permitted to sign in his or her stead."" Swom to and subscribed before me this I — day of A3 , 20 OZ y who is n 8 2002knowntomeORproducedL as identification. YAJ CERTIFIED COPp Signature of Notary av AG csrloul 'FIRKYANNE MOBS® o ° Hotilal E CLERK OF CIRCUIT COUR,I? 7 MISSIONNUMa SEMINOLE COUN FL0 nrtF (tiQ MY DD076254 qYCOMMOFFLO DEC I. 20o5 EXPIRES ncol Iry r FRK DATE: -c -2a POIWER OF ATa`ORt, f,Y INNP01-im"'. I hereby name and appoint 01 of Armstrong Aluminum. Inc. to be my lawful attorney in fact to act for me and apply to the t bT' Building Department for a screen enclosure permit for work to be performed at a location described as: 5 4 -- --- (1490 SECTION_Lo TOWNSHIP _ RANGE .34 ate SUBDIVISION Address of Job) e SZ F a377nr r 3 Owner of Property, and Address) and to sign my name and do all things necessary to this appointment Type or print name of Certified Coractor Signature of Certifie ontractor C The forgoing isstrument was acknowledge before me this by e`5 PCr(Y)50Y0n who is personally known to / who produced as identification and who did not take oath. State of Florida Commission # v N/ to k) r. Julia L Bowman Q* *My Commission CC887096 I.;. Expires December 19, 2003 ty of Orange I b My commission expires PLOT PLAN for: DESCRIP71ON: RECORDED IN PLAT BOOK MARONIUH HOME5, INC. LOT 118, STERLING WOODS 54 PAGE(S) 93-95 PUBLIC RECORDS OF LOT 104 LOT 105 N89015'59"W 50.00' a 5' D. 1 U.E.- yt, F----- 0 i LOT 119 8 8 0 41 N F.H.A.PLOT PLAN P - DENOTES PROPOSED ELEVATION PER SITE ENGINEERING PLANS E - DENOTES EXISTING ELEVATION PER SITE ENGINEERING PLANS. C.. MODEL: ARLINGTON -K" 3-2) BLOCK FINISHED FLOOR ELEVATION .. P- 50. D DRAINAGE TYPE " R " CONCRETE L DRIVE O _ 4 Ia0.4ut[- r N 589015'59"E 50.09 SEMINOLE LOT IOG a ? O r G COUNTY. FLORIDA O' 5' 10, 20' GRAPHIC SCAL[ 8 ADDRESS: 153 PINE ISLE DRIVE g4FFIC p1-P RMI SCALE 1'— 20' NOTES: FLOOD CERTIFICATION BUILDING SETBACKS 1. BEARINGS ARE BASED ON THE CENTERLINE OF BASED ON THE FEDERAL EMERGENCY FRONT: 20' PINE ISLE DRIVE BEING S8915.59-E. MANAGEMENT AGENCY FLOOD INSURANCE REAR: 20' 2. ELEVATIONS AND LOT DRAINAGE TYPE SHOWN RATE MAP. THE STRUCTURE SIDE: 5' HEREON ARE BASED ON SITE ENGINEERING SHOWN HEREON DOES NOT LIE WITHIN SIDE STREET. 20' PLANS FOR THE PROJECT. HIE 100 YEAR FLOOD HAZARD AREA. BUILDING LINE: 50' 3. BUILDING TIES ARE TO FOUNDATION. THIS STRUCTURE LIES IN ZONE X 4. PLOT PLAN ONLY. LOT HAS NOT BEEN STAKED COMMUNITY PANEL NO. 120294 0045 E IN THE FIELD. EFFECTIVE DATE: APRIL 17. 1995 LOT 118 CONTAINS THIS IS NOT A SURVEY. MAP REVISION DATE: 5.000 SQUARE FEET/0.115 ACRES +/- SUBJECT TO CIIANCE) THE UNDERSIGNED AND CAVCINE. INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS. RICIITS OF WAY, SETBACK LINES. AGREEMENTS AND OTHER MATTERS. AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. A13BREWA TIONS/LEGEND: P.T.-POINT OF TANGENCY OF INTERSECTION CONC-CONCRETEP.I.-POINT L.S.-LAND SURVEYOR P.R.C.-POINT OF REVERSE CURVATURED.E.-DRAINAGE EASEMENTP.C.-PANT OF CURVATURECAIRL.B.-LICENSED BUSINESS O.R-OFFICIAL RECORDS P.C.C.-POINT OF COMPOUND CURVATURE U.E.-UTILITY EASEMENTTHCH.BRG.- HORD BEARING SAU.E.-SIDEWALK & UTILITY EASEMENT D.U.&S.E.-DRAINAGE• unuir A/C -AIR CONDITIONER PAD DELTA CENTRAL ANGLE) O.&U.E.-DRAINAGE & UTILITY EASEMENT SIDEWALK EASEMENT THIS SURVEY NOT VALID UNLESS EMBOSSED t7'FLAAVONE, INC. WITH THE SIGNATURE AND RAISED SEAL OF IDA LICENSED SURVEYOR AND MAPPER LAND SURVEYORS AND MAPPERS 300 COUNTY ROAD 427 SOUTHL7 - LONGWOOD. FLORIDA 32750-5499 DOMINICK F. CAVONE — PRE90ENT TELEPHONE (407) B30- 9080 FLORIDA SURVEYOR d: MAPPER NUMBER 2005 FAX No. (407) 339-3636 LICENSED BUSINESS NO. L.B.5073 I PLOT PLAN W.0.99- 1144-1 CADD FILE: STIVDLIIB. OWG SECTION 3 1 SCREEN, VINYL & GLASS ROOMS Table 3.2.1 Allowable Upright Heights Screen, Vinyl and Glass Rooms Aluminum Alloy 6063 T-6 2" x 2" x 0.036" Hollow Extrusion Load Width Wind Zone 102 M.P.H. 110 M.P.H. 120 M.P.H. 1 130 M.P.H. 140 M.P.H. 150 M.P.H. Applied Load 8 # /S . Ft. 9 # IS . Ft. 10 # /S . Ft. 12 # /S . Ft. P5'.'-5- Ft. 16 # /S . Ft. 36" 9'-10" 9'-2" 8'-5" 7'-8" 6'-8" 42" 9'-1" 8'-5" T-9" 7'-1" 6'-2" 8'-6" 7'-11" 7'-3" 6'-8" 5'-10" 8' 0" 7'-5" 6'-10" 6'-3" 5'-6" 7'-7" T-1" 6'-6" 5'-11" 5'-2" T-3" 6'-9" b'-2" 5'-8" 5'-2" 4'-11" 072" 6'-11" 6'-5" 5'-11" 5'-5" 4'-11" 4'-9" 6'-8" 6'-2" 5'-8" 5'-3" 4'-9" 7" 4' 4- 6'-5" 5'-11" 5'-6" 5'-0" 4'-7" 6'-3" 5'-9" 5'-4" 4'-10" 4'-5" 2" x 2" x 0.044" Hollow Extrusion Load Width Wind Zone 102 M.P.H. 110 M.P.H. 120 M.P.H. 1 130 M.P.H. 140 M.P.H. 150 M.P.H. Applied Load 8 # /S . Ft. 9 # IS . Ft. 10 # /S . Ft. 12 # /S . Ft. 15 # /S . Ft. 16 # /S . Ft. 36" 10'-10" 10'-1" 9'-3" 8'-6" 7'-9" 7'-5" 42" 10'-0" 9'-4" 8'-7" 7'-10" T-2" 10" 48" 9'-5" 8'-9" 8'-0" 7'-4" 6-9"6'-5" 54" 8'-10" 8'-3" T-7" 6'-11" 6'-4"6'-0" 60" 8'-5" T-10" T-2" 6'-7" 6'-0"5'-9" 4--10- 66" 8'-0" 7'-5" 6'-10" 6'-3" 5'-9"5'-5" 72" 7'-8" T-1" 6'-7" 5'-11" 5'-6"5'-3" 78" 7'-4" 6'-10" 6'-4" 5-9" 5'-3"5'-0" 84" 7'-l" 6'-7" 6'-l" 5'-7" 5'-1" 90" 6'-10" 6'-4" 5'-10" 5'-4" 4'-11" 4'-8" 2" x 2" x 0.055" Hollow Extrusion Load Width Wind Zone 102 M.P.H. 110 M.P.H. 120 M.P.H. 1 130 M.P.H. 1 140 M.P.H. I 150 M.P.H. Applied Load 8 # /S . Ft. 9 # /S . Ft. 10 # /S . Ft. 12 # /S . Ft. 15 # /S . Ft.1 16 # /S . Ft. 36" 11'-10" 10'-11" 10'-1" 9'-3" 8'-5" 8'-0" 42" 10'-11" 10'-2" 9'-4" 8'-7" 7'-10" 7'-5" 48" 10'-3" 9'-6" 8'-9" 8'-0" 7'-4" 6-11" 54" 9'-8" 8'-11" 8'-3" 7'-7" 6-11" 6'-7" 60" 9'-2" 8'-6" 7'-10" 7'-2" 6'-7" 6'-3" 66" 8'-9" 8'-1" T-5" 6'-10" 6'-3" 5-11" 72" 8'-4" T-9" 7'-2" 6'-6" 5-11" 5'-8" 78" 8'-0" T-5" 6'-10" 6'-3" 5'-9" 84" 7'-9" 7'-2" 6'-7" 6'-l" 5'-6" J 90" 7'-6" 6'-11" 6'-5" 5'-10" 5'-4" Notes: Glass Rooms: The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Screen Splines on 3" side. extrusion turned with 3" side parallel to sole plate. Example: Screen panel width "W" = 60"; Maximum "H" for a 2" x 2" x 0.036" Hollow Extrusion Using screen panel width "W" (See typical glass room drawing.), select upright height "H" required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE I © COPYRIGHT 2000 3-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E SCREEN, VINYL & GLASS ROOMS I SECTION 3 Table 3.1.1 Allowable Beam Spans - Hollow Extrusions for Screen and / or Vinyl [Open] Rooms with Solid Roofs a - _ r,_ , r---r-4—, Wind Zone 102 MPH 110 MPH 120 MPH 130 MPH 140 MPH1 150 MPH A lied Load 17#/Sq. Ft.20#/S .Ft.24#/S .Ft.28#/S .Ft.32#/S .Ft.37#/Sq. Ft. Load Width 2" x 2" x 0.036" 5' 5'-1" 4'-9" 4' 4" 3'-11" 3'-8" 3'-6" 6' 4'-8" 4'-4" 3'-11" 3'-8" 3'-5" 3' 2" 7' 4'-4" 3'-11" 3'-8" 3'-5" 3'-2" 2'-11" 8' 4'-0" 3'-9" 3'-5" 37-2" 2'-11" 2'-9" 91 3'-9" 3'_6" 3'_3" 711" 2'-9" 2'_7" 10' 3'-7" 3'-4" 3' 1" 2'-10" 2'-7" 2'-5" 11' 3'-5" 3'-2" 2'-11" 2'-8" 2'-6" 2'4" 12' 3'-3" 3' 1" 2'-10" Load Width 2" x 2" x 0.044" 5' 5'-7" 5'-2" 4'-9" 4'-5" 4'-1" 3'-10" 6' 5'-1" 4'-9" 4'-4" 4'-0.. 3'-9" 3'-6" 7 4'-9" 4'-5" 4'-0" 3'-9" 3'-5 3 -3" 8' 4'-5" 4'-1" 3'-9" 3'-6" 3-3 3-0 9' 4'-2" 3'-11" 3'-7" 3'-3" 3'-1" 2'-10" 10' 3'-11" 3'-8" 3'-4" 3'-1" 2'-11" 2'-8" 11' 3'-9" 3'-6" 3'-3" 2'-11" 2'-9" 2'-7" 12' 3'-7" 3'-4" 3'-1" 2' 10" 2' 8" 2'-6" Load Width 2" x 2" x 0.055" 5' 6'-1" 5'-8" 5'-2" 4'-10" 4'-5" 4'-2" 6' 5-7" 5'-2" 4'-9" 4'-5" 4'-1" 3'-9" 7' 5'-2" 4'-9" 4'-5" 4'-1" 3'-9" 3'-6" 8' 4'-10" 4'-6" 4'-1" 3'-9" 3'-6" 3'-3" 91 4,-7„ 4'-3" 3'-10" 3'-7° T-4„ 3'-1" 10' 4'-4" 4'-0" 3'-8" 3'-5" 3'-2" 2'-11" 11' 1 4'-l" 3'-10" 3'-6" 3'-3" 1 2'-11" 2'-10" 12' 1 3'-11" 3'-8" 37-4" 3'-1" 1 2'-10" 1 2'-8" Example: For 2" x 2" x 0.044" Extrusion beam span is distance between uprights; to enter table roof panel projection of 14'-0" find load width; L.W. = 14'/2 + 2' O.H. = 9' Enter table on left under load width. Load Width = 9'-0". Read span under appropriate load; Live Load @ 17 # / Sq.Ft. / 102 M.P.H. Load Beam Span Note: Glass Rooms: The addition of alum num fr;4me windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above ttf@Ettsizes Increases the strength so that additional framing is not required. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P O BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE OC COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, F.E. 3-17 SOLID ROOF PANEL PRODUCTS SECTION 7 COMPOSITE ROOF ANCHORING DETAILS 10 x 1-1/2" S. M. S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAIL 10 X 3/4" S. M. S. OR WOOD SCREW SPACED @ 12" O. C. ROOF PANEL TO FASCIA DETAIL FOR MASONRY USE 1/4" x 1-1/4" TAPCON ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION Z'..:: a- .... fir:•: •:•:-'-•', ......•. •. ROOF PANEL TO WALL DETAIL EXISTING TRUSS OR RAFTER 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES EXISTING FASCIA 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES NOTES: 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 PANS "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. Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 PAGE f) COPYRIGHT 2000 SEAL NOT TO BE REPRODUCED IN WHOLE OR IN PART v`;ITHOUT THE `:,RITTEN PERMISSION OF LAWRENCE E. BENNETT P.E SECTION 7 SOLID ROOF PANEL PRODUCTS SEAL ALUMINUM BUILDING SYSTEMS PRO-FAB ROOF PANEL Table 7.2.4 Allowable Spans for PRO-FAB Composite Roof Panels for Various Loads Aluminum Building Systems Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. 1# Density 3" x 48" x 0.024" Roof Panel with R Value of 11.58 Open Buildings Enclosed Buildings Wind Region Applied Load 0 erhang Condition Wind Region Applied Load Overhang Condition NONE V-0" 1 T-O" 3'-0" NONE V-0" 2'-0" T-O" 102 M.P.H. 17 16'-4" 16'-5" 16'-10" 17'-5" 102 M.P.H. 30 12'-9" 12'-11" 13'-4" 14'-1" 110 M.P.H. 20 15'-2" 15'-3" 15'-8" 16-4" 110 M.P.H. 35 11'-10" 12'-0" 12'-6" 13'-3" 120 M.P.H. 24 13'-11" 14'-0" 14'-5" 15'-2" 120 M.P.H. 41 10'-10" 11'-0" 11'-7" 12'-5" 130 M.P.H. 28 12'-10" 12'-11" 13'-5" 14'-2" 130 M.P.H. 48 10'-0" 10'-3" 10'-9" 1 V-8" 140 M.P.H. 32 11'-11" 12'-1" 12'-7" 13'-4" 440 M.P.H. 56 9'-3" 9'-6" 10'-1" 1 V-1" 150 M.P.H. 37 11'-1" 11'-3" 11'-10" 12'-7" 150 M.P.H. 64 1 8'-8" 1 8'-11" 9'-7" 10'-7" 14" x 48" x 0.024" Roof Panel with R Value of 15.44 Open Buildings Enclosed Buildings Wind I Region Appliedl Load Overhang Condition Wind Region Applied Load Overhang Condition NONE V-0" 1 2'-0" 3'-0" NONE V-0" 2'-0" 3'-0" 102 M.P.H. 1 17 17'-11" 18'-0" 18'-4" 181-11-1 102 M.P.H. 30 13'-9" 13'-11" 14'-4" 14'-11" 110 M.P.H. 1 20 16'-8" 16'4" 17'-1" 17'-8-1 110 M.P.H. 1 35 1 12'-9" 12'-11" 13'-4" 14'-1" I 120 M.P.H. 1 24 15'-3" 15'4" 1 15'-9" 1 16'-5" 1 120 M.P.H. 1 41 11'-8" 1 V-10" 12'-4" 13'-2" 130 M.P.H. 28 14'-1" 1 14'-3" 14'-8" 15'-4-1 130 M.P.H. 1 48 10'-10" 10'-11" 11'-6" 12'-4" 140 M.P.H. 32 13'-1" 13'-2" 13'-8" 14'-4" 140 M.P.H. 56 10'-0" 10'-3" 10'-9" 1 V-8" 150 M.P.H. 1 37 1 12'-2" 12'-4" 112'-10" 13'-7" 50 M.P.H. 1 64 1 9'-a" 1 9'-7" 10'-2" 11'-1" 1 5" x 48" x 0.024" Roof Panel with R Value of 19.30 I Open Buildings Wind Region Applied( Overhang Load NONE V-0" Condition Wind 1 T-O" 1 X-O" Region Applied Load Overhang Condition NONE 1'-0" 2'-0" X-O" 1..02 M.P.H. I 17 20'-2" 20'-4" 20'-i" 21'-1" 1 102 M.P.H. 30 1 15'-5" 15'-7",16-11" 16-7" 110 M.P.H. 118'-9" 18'-10" 19'-2" 1 19'-8" : 110 M.P.H. 35 14'-4" 14'-6" 14'-11" 15'-6" 20 M.P.H. 24 1 17'-2" 17'-4" 17'-8" 18'-3" 1 120 M.P.H. 41 13'-2" 13'-3" 13'-9" 14'-5" 1 130 M.P.H. 28 115'-11" 16'-0" 16-4" 16-11-1 130 M.P.N. 1 48 12'-2" 12'-3" 12'-9" 13'-6" f 140 M.P.H. 32 14' 9" 14'-10" 15'-3" 15'-! !'1 140 M.P.H. 56 11'-3" 11'-5" 11'-11" 12'-9" 1 : 50 M.P.N. 37 J 13'-9" 113'-11" 14'-4" 1 151-0"1 150 M.P.H. 64 10'-6" 10'-8" 1V-3" 1 12'-1" 6" x 48" x 0.024" Roof Panel with R Value of 23.16 Open Buildings IEnclosed Buildings Wind Appiiedl Overhang Region Load , NONE V-0" I Condition Wind Region Applied Overhang Load NONE V-0" Condition 2': 3'-0" 2'-0" 3'-0" j 102 %I.P.H. 17 22'-3" 22'-4" 22'-7- 23'-1" i 102 M.P.H. 30 +16'-11" 17'-1" 17'-6" 18'-0" 110 M.P.H. 20 20'-8" 20'-9" 21'-1" 2V-6" 110 M.P.H. 35 1 15'-9" 15-11" 16-3" 16'-11" 120 M.P.H. 24 18'-11" 19'-1" 19' 4" 19'-1 1"F 120 M.P.N. 41 1 14'-6" 14'-7" 15'-0" 15'-8" 1 430 M.P.H. I 28 1 17'-6" 17'-7" 17'-11" 18'-6-1 130 M.P.H. 48 13' 4" 13'-6" 13'-11" 14'-8" 140 M.P.H. 32 1 16-3" 164" 16'-9" 17' 4" 1 140 M.P.H. 56 1 12'-5" 12'-7" 13'-0" 13'-9" 150 M.P.H. 37 115'-2" 15'-3" 15'-8" 16' 4" , 156 M.P.H. 64 1 11'-7" 11'-9" 12'-3" 13'-0" Notes: 1) For Live Load+Dead Load requirements the following conversion appiies. For panel span use 'Room Projection' + ' Overhang' (See drawings). Panel span under wind load is from attachment point on existing building to front wall add overhang desired to obtain total panel length. 2) Use this table for roof systems with Easy -Lock Sun -Ray sky light panels. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE ( 904) 767-4774 FAX ( 904) 767-6556 IMME1RlS USRTM ALUMINUM BUILDING SYSTEMS 1107 NORTH THOMAS RD., LEESBURG, FL 34748 TEL: ( 352) 787-7766 FAX: (352) 787-4517 FLORIDA 1-800-342-9077 NATIONAL 1-800-874-0002 PAGE COPYRIGHT 2000 7- 2-2 1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 93.P w 61ISys ps Qpiil6 `P`P r -J kj\ o 15$ "r 9971 w IG I xa 89 I I I iu Qel ISG aa-7 aM 3ta ao a Q' 9 q 19 S S x ry Is 7o IN l a4.a' of I.0 - cA 6CK J S d_'7i,1 z iC, N