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HomeMy WebLinkAbout154 Bedford CtT Permit#: Job Address: Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: �IoZS'lOL (31 'K /q, f, (f2c6ii /L60111. Zoning: Value of Work: 5 6� 473.,o o a .11 IN -1 d 2006 Permit Type: Building Electrical Electrical: New Service - #. of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Mechanical Plumbing _ Fire Sprinkler/Alarm Pool _ Addition/AIteration Change of Service Temporary Pole_ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: 1:3 « X20--3© -20 0-Q /" "Ddei es (Attach Proof of Ownership & Legal Description) Owners Name & Address: ULC d W 1- 0' $e 44"Ll L!# ,& 2><'&tL0 C --r. e,5A A) 04,b 9 S.2-7-75 �— Phone: a��� �i �� vr� Contractor Name & 7f'E}(L' 1� Fl, 31 ? *77 3 Stat/Cf State License LN/umber: �1 c0 (�• fJSIQ / 37 / Phone & Fax: V ".3"2�-4/q /pW-7--130- 70 f e Contact Person: g14C/nikZ) ' Phone7'1�.,2��+��%l�s Bonding Company: Address: Mortgage Lender: Address: AA nn Architect/Engineer: ' /c /c - Address: /.I1. isq)( kJG Phone: 30">>Fa - /k/- T / ".r- - ---- 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 permit is verification that I will notify the r/Agent is __ Personally Known to Me or roduced ID APPROVED By. Bi,tg Specia! Conditions: the property of the requirements ofilorida Lien Law, FS 713. Date Si nature of Contractor/Agent Date '�• • p• Print Contractor/Agent's N • `t?at Signature of Nota State f Florida Date 2 y P A m o m: Contractor/Agent'is _" Personally Known to Me or Produced ID _ Zoning: (Initial & Da e) Utilities: FD: (Initial & Date; (Initial & Date) (Initial & Date) re of Owner/Agent r M024" It'ji ent'slam u Z ure of N0, State r/Agent is __ Personally Known to Me or roduced ID APPROVED By. Bi,tg Specia! Conditions: the property of the requirements ofilorida Lien Law, FS 713. Date Si nature of Contractor/Agent Date '�• • p• Print Contractor/Agent's N • `t?at Signature of Nota State f Florida Date 2 y P A m o m: Contractor/Agent'is _" Personally Known to Me or Produced ID _ Zoning: (Initial & Da e) Utilities: FD: (Initial & Date; (Initial & Date) (Initial & Date) his intilruuar:tt pl-clial-ed by: Richard H Zapf � 2W'St6newall Place at 117 °Sateibrd=:F132773 Permit No. STATE OF FLORIDA COUN'T'Y OF: SEMINOLE . I Iltl !.1 119 11 111 I! 111 it llf fl 11111 ill Il til 1.9 (II 1! 11l N.ill I ill! MARYANNEr MURSF, CLERK OF CIRCUIT" COURT St MINULE COUNTY 8K W286 P!j 1535; f 1 pA 3 CLERK' S # 2006096267 Rt t,01ilk"D 06/14/ta005 11:29:00 HM RI-'CEIRUIN6 NE E S 10.00 RE» AULD BY L McKinley Tax Folio No. 13-20-30-300-0150-0000 NOTICE OF COMMENCEMENT CERTLFIE0-COPY MARYA'NNE . W�J�-3 CLERK OF CIRCUIT COURT SEMINOLE UNTY, FLORIDA BY DE emit •� 4 2006 THE UNDERSIGNED hereby gives notice that Improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement . I.,T)csctiption of property: (legal description of property, and street address ifnvailnble) MEETS & BOUNDS 2. Qenetal description of improvement - SC RM 3. Owner information: c Name and address DALE MCANALLY 154 BEDFORD CT SANFORD, FI 32773 b. Interest in property-- c. roperty-c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: Exterior Homesavers, Inc. rJ/2867 Stonewall Placelt# 117 }}` Sanford, F132773 407-322-6149 SCC 056734 5. Surety a. Name and address - b. Amount of bond S 6. Lender. (name and address) it 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(I)(a)7., Florida Statutes: (name and address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is succified) Sworn to and subscribed befom me o This day of ,200+ (Signature of Owner) S TU ,,,,: p; Owner's Name Notary's Nam ; Address L, LD G i Notary's Commission Expiries: `> z � S;� J E - 91k -n ~ 3 -2 97.3 woNm: 0 9 Page 1 of 1 PERSONAL PROPERTY DETAIL ', �i��MEN=4 < Back D %s Account Number: 0518803 Business Name: CARRIAGE COVE M H P Business Address: 93 EXETER CT Business City,State,Zip: SANFORD FL_32.7.73.. Seminole County Parcel No.::=13-20-30-300-0150-0000 P6Fx i �P �raimr an•krif Tax District: 95 - SANREDVDST Dor: 6832 - MOBILE HOME ATTACH JustlMarketValue: $0 40^-64.i-^i1M 2004 Notice of Proposed Property Tax NOTE:Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http://www.scpafl.org/pls/web/pp_wcb.seminole county_title_pp^ACCT=0518803&cbus... 9/13/2004 MAY -25-2006 08:58 AM CARRIAGECOVE 4073207195 P.01 35Z. :X' ,t 7 err - Olve Y3 of CARIUA.COQ IR omovnnm 'ragaUM Z , auAr ec'17- T-(12:� DATE (W AN'R1C VAU ' Know All Alit 11v c(011tot Frtstnts: gnat Alcffo-� 1/, haS made, constituted and appointed and by these presents doEs make, constitute and appoint tete and lawful attorney for #/1yt and in #15 name, place and stead fi �� LL. %RmIT Fad o 677 S^'4Mca� �, �� -� c, `773 giving and granting unto said ationtey full power and authority to do and perforin all and every act and thing whatsoever requisite and necessary to be done in and about the premises ds fully, to all intents and purposes, as Nt= might or could do if personally present, with full power of substitution` and revocation, herebv ratifying and confinning all that ```��� d �� said attontcy or substitute shall lawfully do or cause to be done by virtue hereof. alt Aftnton 304tred. have hereunto set /%1y hand and seat the day of . ' e�00`J• Sealed and delivered in the presence of 'r V . d Otat a of eauntg of .SErny VmE ZZ:::e - J� - 2-,/ (L. S.) IC%II�R�A f{• �A 3131trebg Qtertffg 77tai on this day, before mc, an oJTcer duly authorized in the State aforesaid and in t/ne County aforesaid to take aclutowledgntents, personally appeared tome known to be tite person described in and who executed the foregoing instruntertt and did aclatowledged before. Hie that N, extcuted the sante. U1111811 my hand and of ctal seal in (lie County and State last foresmd this day Of d tr . A.D. Woo 4J '.ueruesewoeaueewneeuoewe.auenas • MARY L. PARKER • ".';`�r,4 cortsma oo0174311 � L/ll�i-f/C/1K/1,� -_(L. S.) ¢f = Expues 122007 : e� ;? P Banc cd thru (800)432.4254: F,, ... Q �_ at Lark r,r.r•'a Notary Assn..inc Notary Public. Stoic of A� A/ (� .....::::...................................i My Commimion t f� 2� -Ilk 1 Q d 1 v r F )q srC.s" M ^� M b n rl cd 2 le- G ��L ,. 1 ,6 /t Q-7 w ,G �'- SCREEN, ACRYLIC & IN ROOMS SECTION -3A INTERIOR BEAM (SEE TABLES 3A.1.3) 'HOST STRUCTURE OR FOURTH WALL FRAME. PANS OR PANELS H ' ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST I I TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME i USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) , TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, ;P.E.'FL # 16644 CIM W3xC,WYfER .' ' * '"' ooirscxrAiC P.O. wz i;.:'eovriiVroi+ti a si;:, ?AOS •3A-1 NOT To K Rj►RooUM IN VMtoU Ort M PART WM40UT rml WRtTTMN MOMS" OF LAWRO-42 L soon". RL .. . ': �� r'�ijti�.�%�'`.• ... a ..... . ... a SECTION 3A SCREEN, ACRYLIC $ VINYUROOMS EDGE BEAM (SEE TABLES 3A.1.1 &-3A.1.2) 'LW` FOR MAX. H" / UPRIGHT / HEIGHT(h)/ 1" x2 " - MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS 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 BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) W I z� O.H. F- U)U SOLID ROOF / / w NO MAXIMUM (ELEVATION SLAB OR GRADE) _ P =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 -123 130 140 150 #8 1 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 PAW 3A-2 CML WPINM-DGMORWNTCON=TM7 P.O. BOX 2143M SOt1TH DAYTONA. FL 32121 TELEPHONE: (380) 7e7•4TT4 FAX: %3861 ?V -6W Q COIYRXi f rA4 NOT TO 09 REPROC=3 M: fit• ;! r OR vi PAP T 1 n"ojT TMH NAiti u PERfAmm OF LAWRfNCI I. Be1f9m. P.E. C) .� - SCREEN9 ACRYLIC VINYL ROOMS COMPOSITE ROOF PANELS: j (4)1/4' x 4' LAG BOLTS W/ I 1-1/4' FENDER WASHERS PER 4'-0' PANEL ACROSS THE FRONT AND 24' O.C. ALONG SIDES 2'x 2' OR 2'x3'HOLLOW GIRT AND KICK PLATE 2'x 2` HOLLOW RAIL sEcnoN 3i ATTACHED HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-112' S.M.S. IN SCREW BOSSES 2'x 2', 2'x 3' OR 3'x 2' HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2' S.M.S. IN SCREW BOSSES' POST ATTACHED TO BOTTOM WI MIN. (3) 010 x 1-1/2' S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL . SCALE: 3' = 1'-0' 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 c&%iw'i iR-OfVKC/M1t1ToomlTiWr 1 ►.QOOxl1T� W4"4 PA" PA" ® oo. 3A Ma►To s oce trswtrrwr�ea+rrne+ a �,vtt+cs �. '.s. SECTION 7 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 3140 S.M.S. OR WOOD SCREW SPACED @ 12' O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 114' x 1-114' MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-112" S.M.S. OR WOOD SCREWS @ 12' G.C. #8 x 112'. S.M.S. SPACED @ 8' O.C. BOTH SIDE$ CAULK ALL EXPOSED SCREW HEADS - ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE 3"= 1'-0' #8 x 112" S.M.S. SPACED @ 8' O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS i1tu: �- ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 34= 1'-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 1-114' WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH 'r. THE WALL.THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITEPANEL 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 -1231 130 1 .140 1 150 #8 #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 cr^ 64mkt6R . osmopmoff coM"rmr P O. 8OR 2143". SOUTH OAYTOkk FL 32121 TWP11Okt M 737-4774 PAX: (3011) 7471363 Iy� corTRa+rt taw I J �t I ' TOT To 3[ ltg%OOUCZO uN WHOIt 011 W P"T WITHOUT rma wpmM PFA De %AwRd CS [ 6RHMM. e.g. A (' I SOLID -ROOF PANEL PRODUCTS SECTION 7 e . PAN ROOF ANCHORING DETAILS 'RIDGE CAP SEALANT PAN HEA FORMED #8 x 9110" TEK SCREWS @ PAN RIBS EACH SIDE — ROOF PANEL TO BEAM DETAIL SCALE: 3"= V-0" CAULK ALL EXPOSED SCREVV HEADS & WASHERS #8 x 11?." S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: #8 x 1-114" SCRE'NS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FAS ctilNG PANELS OR PANS T.O'•:'�Gv PLATES - { I SC�CitJ C r HAV';: A.: C ./ CAULK ALL EXPOSED SCREVV is --. u'iiASHERS FOR COMPOSITE ROOFS: X10 x (; + tit") SAI.S. W/ 1--1,14."0 F_NDERWASHERS @12' 4.0 (LENGTH PANE- TFIICKNESS + 1") Ca. ROOT= BEARING ELEMENT (SHOYIN) AND 24" O.C. iNON-BEARING E'; _MINT (SIDE WALLS) DER (BREAK - OR EXT.) HEADERS AND PANELS ON BOTH SI GABLED PAN O DES OF BEAM FOR . APPLICATION R COMPOSITE ROOF PANEL #8 x 11 ALON2" S.M.S. (3) PER PAN G PAN BOTTOM ii Rr%O'rS: (3) EAC 3 x 112" LONG S.M.S. PER �2 .NEL V'l13:e" I=hL�n�ll:i l• I\� PA's fiVA.rIHER. ROOF PANEL (PER TABLES SECTION.) SUPPORTING BEr.Nt (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3'= V-0" Lawrence E. Bennett, P.E. FL # 16644 cro% lNowtlP . o,,mopYaNr caysmrAmr r O. SOX :1.4ft $NTH a►YrOkk 0%y;111 : r i .�.� O 'Ktw.v •�1 •N w»C�S J� q a W : w� • �:v r 1.1,w�retw Os Wit C torr 1,T'. 7311, PAGi,, 7.21 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A -2A Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T4 , For 3 secon wind gust at 110 MPH velocity; using design load of 11 WSF Tributary Load Width'W' a Purlin Spacing 3'-0" 3* -V �Slon 4'-0' 4'•8" 5'-0" 5'-6" 6'-0" 6--8" T-0" T•8' Allowable Height 'H' I bending W or deflection'cr Y x 2" x 0.044" Hollow 7-5' b 8'-9' b 8'-2' b 7'-8' b 7'-4' b 6'-11'. b 6'-8' b 6--W b 6'-2' b 5'-11' b 2" x 2" x 0.055" Hollow 10'-0' b 9'-W b 8'-11' b 8'-5• b T-11" b T -T b T.3' b 8'-11' b 6'-9' b 6'-0' b ` 3" x Y x 0.045" Hollow 11'-3" b 10'-5' b 9'-9" b 9'-3' b 8'-9' b 8'-4' b T-11' b T -W b T-0' b T-2" b 3" ollow 17-9' d 17-7 d 11'-T d 10'-11' b 9'-11' b W-6" b 9'-2' b 8'-10' b 8'-6" b• Y x 3" x 0.045" 17-9' b 11'-9' b 11'-0' b 10'-5" 9'-10' b 9'-5' b 8'-11' b 8'-8' b 8'-4' b 8'-1• b ' Hollow 16',3' b 15'-1• b 14'-1' b 1T -W b b 17-0- b 11'-6" b 11'-0' b 10'$' b 10'-3' b 2" x 4" x 0.046" S.M.B. 19'-1' b 1T$ b 16'-0' b 15-T b 14'-9' b 14'-1' b 13'-6" b 17-11" b 17-0' b 17-1• b 2" x 5" x 0.050" S.M.B. 23'-7' b 21'-10" b 20'-5" b 19'-3" b 18'-3' b iT-5' b 16'-W b 16'-0' b 15'-5' b 14'-11' b 2" x 6" x 0.050" S.M.B: 264" b 2g 27 -T b 21'-3' b 20' 2" b 19'-3' b 18'-5' b 1T-9' b . 1T-1' b 16'-0' .b 2" x 2" x 0.044" Snap 11'-3' b 19'-9' b 9'-2" b 8'-8" b 8'-3' b T-11' b T -T b r b T-1' b -4 -b 2" x 3" x 0.045" Sna 14'4' b 117-5• b 11'-9' b 11'-2' b 10'-7' b 10'-2" b 9'-9" b 9'-5" b 9'-1• b 2" x 4" x 0.045" Snap 1T -T b 115'-3' b 14'-4• b 13'-7" b 17-11" b 17-5" b 11'-11"hl 11'-6- b 11'-1' b ` 120 MPH velocity; using design load of 13 WSF For 3 second wind gust at Tributary Load Width'W' n Purlin Spec n Sections 3'-0' 3'-8" 4'-0" 4'-6" 5'-0" 5-6" 6'-0" -0' Allowable Height 'H' I bendin 'b' or deflection 44" Hollow 8'-8' b W -O' b 7'-0' b 7'-1' b 6'-8" b 6'-5' b 6'-1' b 96'-5 -0' b 5' 6' b 55" Hollow 9'-5' b 8'-9" b 8-T b T-9' b Tom' b 6'-11' b 6'$' 'b-2' b 5'-11' b 45" Hollow 10'-5' b 9'-7' b "2'x 8'-11' b 8'-0' b 8'-0- b 7'-8" b 7'-4' b10' b. 6'-T b70" Hollow 17-1' d 11=°' t 10'-0- b 10'-1' b 9--T b 9'-2' b 8'-9' b'-1 : b T-10' b 045" Hollow 17-10' b 11'-11' b 11'-2' b 10'-0' b 9'-11' b 9'-0' b 9'-1' b'-5' b 8-2' b 9'-5" b 2" x 4" x 0.050" Hollow 14'-1 t' b 13'-10' b 1 Z -11- b 17-2' b .11'-7' b 11'-W b 10'-7' b 10'-2- b 9'-9' . b 11'-0' b 11'-1' b r x 4" x 0.046" S.M.B. 1T-0" b 16'-3' b 15'-2" b 14'-0' b 13'-7' b 17-11* b. 17-5' b 11'-11' b 14'-2' b 13'-9' to i 2" x 5" x 0.050" S.M.B. 21'-8' b 20'-1' b I 18'-9' b I 1T-9' b 16'-10' b 16'-0- lol 164' b 14'-9' b 1 15'-8' b 15'-2' b 2" x 6" x 0.050" S.M.B. 23'-11' b 27-2' b 20-9' b 15'-T b 18'-7" b 1T-9' b 16-11' b 16'-0' b 8'-6' b 2" x 2" x 0.044" Snap 10'-0' b 9'-T b 8'-11' b 8'-5' b T-11' b 7'-T b T'A' b T -t?' b 5-9' b 8'-0' b 2" x 3" x 0.045" Snap 13'.3' b 17-3' b 11'-5' b 10'-9' b 10'-3" b 9'-9' b 9'-4' b 8'-11' b 8'$' b 10'-T b 10'-0' b 2" x 4" x 0.045" Snap 16' 2' b 14'-11' b 14'4rb 13'-2' b 17-0' b 11'-11' b 11'-5' b 10'-11" b Notes: knee brace. Add horizontal distance from upright to center of brace to beam connection to the 1. Above spans do not include length of above spans for total beam spans. - 2. Spans may be interpolated. I C) a '. Lawrence E. Bennett, P.E. FL # 16644 CAM DMAMR.OgMOFitW4TCONSMTANr r . P.O. BOX 2143. SOUTH OAYTONA. FL 32111 TWAPHOHL (71W7674TYA PAR: (300) MY W6 f PAGE 4_ ® COP` RICINT =A 3A-24 NOT TO BE WPRCOUC= a vv►vxr oR n+ PART wrtHOUT TME %-R;TTtc'N Peumsscm OF LAWRE1" I.9DOWTT. P.t - d SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Statewide Product Approval OFL1049 Zx48" -turers�'Pra�detary Products: Alums H-14 or H-25 Foam Core E.P.S. 01 Density x 0.024" Pa els Foam Core . 01 Density �� n Structures. Green Rooms Glass 8 Modular Rooms. Overhang 1 ono -Sloped Roof & ttac Is Region 182 3 4 span span span rs 182 3 4 span span span Enclosed 182 3 4 span span span ,. Cantilever All Roofs >00-M. 21'-4" 23'-10" 23'-0- 27-9" 21'-11" 15'-1' ' 1T-9" 16'-3' 4'.0- 110 MPA jZL:L 23'-10" 23' 18'=8" 0'-11"' 20'-2" 13'-9" 15=4" 14'-10'' 4'-0" 24'-11" 20'4" 27-9' 21'-11 19'-5' 18'-10' 12 6" 13'-11" 13'S' 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2' 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-17. 17-9' 16'-3" 11'-1" 17-11" 1 17-6" 4'.0- 140 MPH 12'-4" 13'-9" 13'-3' 12'-4' 13'-9" 13'-3" 10'-3" 111-6" 11'-1" 4'-3" 150 MPH 17-4' 13'-9" 13'-3" 1 12'-4" 1 13'-9' 13'-3" 1 9'-6' 10'-8" 10'•4' 14'-5" 3" x 48" x0.030" Panels Foam Core E.P.S. fit Density Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass 8 Modular Rooms Enclosed Overhang I Cantilever All Roofs 182 3 4 182 3 1 4 182' 3 4 span span span span span span span span, span Wind Region Open Structures. Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 1 4 span span span- Glass & Modular Rooms Enclosed 182 1 3 4 span span span Overhang! Cantilever All Roofs 100 MPH 24'-11" 27'-11" 2T-0" 23'-10" 26'-8" 1 25'-9" 18'-8" 20'-10" 20'-2" 4'.0- 110 MPH 24'-11" 27'-11" 2T-0" 21'-11" 24'-0" 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". 1T-8' 15'-10" 4'-01• 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'4" 16'-0" 15'-0w 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" 15Q MPH 1'4'-5" 16'-2' 15'-7" 14'-5" 1 16'-2" 1 15'-7" 11'-2" 13'-2' 17-9" 4--0' M" f ..elti• .. - ^ Wind, Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass 8 Modular Rooms Enclosed Overhang I Cantilever All Roofs 182 3 4 182 3 1 4 182' 3 4 span span span span span span span span, span 100 MPH 23'-5' 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'.0- i10 MPH 23'-5' 26-2" 25'-3" 20'-6" 22--11" 22'=2" '15-1" 18'-0" 1T-5" 120 MPH 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" 1 22'-1" 21'-4" 17'-5' 19'S" 18'-10" 12'-8" 14'-2" 13'-8' 4'-0' . 140 MPH 13'-6' 15-1" 14'-7' 13'-6" 15'-1" 14'-7" 11'-3' 13'-3" 17-9" 4'-0- 150 MPH 13'-6' 15'-1" 14'-7' 13'-6" IVA" 14'-7" 10'-5' 17-4" 11'-4" 4'-0" Wind Region Open Structures MonoSioped Roof 182 3 r d span span span Screen Rooms 8 Attached Coven 182 3 4 span span span Glass & Modular Rooms Enclosed 182 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 26-11" 30'-1' 29'-1" 25'-8" 28'-9" 2T-9" 20'-1" 27-5" 21'-8" 4'-0' 110 MPH 26%11" 30'-1" 29'-1" 23'-8" 26'-5" 25'-0" 18'-7" 20'-9" 20'-1" 4'-0- 120 MPH 25'-8" 28'-9" 2T-9' 21'-11" 24'-7" 23'-9" 15'-10" 19-1" 18'-5" 4--0- 123 MPH24'-8" 2T-7" 26'-8" 21'-4" 23'-11' 23'-1' 15'-5' 18'S " 1T-11" '-0 4" 130 MPH 27-9' 25'-5" 24'-7" 20'-1" 22'-5" 21'-8" 14'-7" iT-5' 15'-9' 4'=0' - 140 MPH 15'-7" 1 T-5" 16'-10' 15'-7' 17-5' 16'-10" ,. 13'-8" 15'-3` ` 14'-9' 4'.W ' 150 MPH 15'-T 1 T-5' 16'-10' 15'-7" 4'-W Note: lots! root panel WIGin -room w1um -wan wiuul T—jeltaiy Lawrence E. Bennett, P.E. FL # 16644 Aluminum" on CIVIL ENGINEER- DEVELOPMENT CONSULTA.'+T a Elite �/V�l� P.O. BOX 214368, SOUTH DAYTONA, FL 32121�"'� A�� • '° TELEPHONE: (386) 767.4771 p Piod�xt� 1801 N.W. 6A>4►>1! FAX: (384) 76745M Ft. Lauderdralis, FL 93300 Tel: (954) 491-3700 Fri (064) 491-1433 PAua q © COPYRIGHT MS y -3y NOT TO BE REPROCUCLDOR N F.Vi- WITHOUT THE WRITTEN PERMISSION Of LAWRENCE B. o NW=P.B. I