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HomeMy WebLinkAbout2391 Stevens AveI CITY OF SANFORD PERMIT APPLICATION Permit#, , Date: S- 3 0,C RECEIVED Job Address: Z 3 % , �'�" ✓`enS ,4--- MAY -= $ 2006 Description of Work: S G -f C --e,1!2-0 0 pR a x lis 40 -Al) 4<� Historic District: Zoning: Value of Work:$_ Permit Type: Building X Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole- Mechanical: oleMechanical: Residential 7C Non -Residential Replacement . New (Duct Layouti& Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) " j Parcel #: J l / 2 l —,,2 7 0106 0 OI 0,0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: �QS7+n��/ Yeoa,//�/ Z ?> - I SQy S /`F �— �l Phone: 70 7 33'0 ,_ Contractor Jame & Address:. I,G11t/�-� 'Tec i x e- d Aid r o dam/ 7 11 State License Number: C. 06,0 O 3 Phone& Fax: --7 6s7 -IS-z- 2" T" 7'& T —7'�`C ntactPerson: Phone: j Bonding Company: s Address: Mortgage Lender: Address: Architect/En 'ne//e��r: ti'yv,.44 !� ' J/�� Phone: V ! f Address: CJ X ��C� . !.i/9 ' .� / Fax: Application is hereby made to obtain a permit to do the work and installations as indicated.. I certify that no work or installation has commenced prior to the issuance of a permit and: that all work will be performed to meet standards of all laws regulating construction in this jurisdiction'. I understand. that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS; and E 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 i construction and zoning. WARNING TO OWNER: YOURFAILURETO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IFYOU 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 th blic records of this county, and there may be additional permits required from other.governmental entities such as w nagement i ' is, state i ,. federal agencies. Acceptance of permit" is v tfication t I will notify the owner of the property of the require ents of Florida Lien L t Sign re of Own A ent ateSiga o _ f P-. YC:�. / R AI%_.. _.. .../� / L✓ ". �:'... :0,9 Ie:� Mfr 0C� .., ..... Print Owner/Agent's Name ;.gnal 't Contractor/A is Z �� Z O O O Signature of Notary -State of Florida Date re of Notary -State of Florida Date, 3 m Q.m O O m 7 M Owner/Agent is _ Personally Known to Me or Contra gent is _ Personall Known to Me or Produced 1D Produced ID Q Q i 0 O . F a APPLICATION APPROVED BY: Bldg: Zoning:�� tilities: FD: �y N'N O (Initial &.Date) (Initial & D te) (Initial'& Date) (initial &bate) ? Q Special 'Conditions: II�S�o�t S I l U V 4584-1541008) Dui 'AouaOH uolu,sd nllll papuo8 S 4 ' 1?1C1�A�D RUSH b6Z16Zaa ON Notan r'udllc, State of Florida 900Z`9[ qa0 saiidxa Iauwoo hW My comp expires Feb 16, 2008 epiaolj lo'ale1S pllgna fle1oN No. DD291294 (7 Hsnd a8VH01d Bonded thru Ashton Acency. inc. (800)451-4854 ��� Permit Number g Parcel Identification Number . Prepared by: ALUMINUM AND MORE 332 MAGUIRE ROAD OCOEE, FL 34761 Return to: ALUMINUM AND MORE 332 M'iAGUIRE ROAD OCOEE, FL 34761 NOTICE OF COMMENCEMENT State of 1 � rlc Countyof v . - MOYME iii CLEFS W CIRCUIT MW SENINULE CLIM W %24Z pq 0614; .(1pg) CL E fWI S 0 204D6074225 R DED'OSIQ 20% W -10.G0 M FINS FEES 10.E REMED BY t heldea CERTIFIED COP MARYAJ�INI F MORSE Ctrl 'K ;F' C Ril COURT ttt The undersigned hereby gives notice that improvement(s) will be made to certain, real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement. 1. Description of property (legal description of the property, and street address if avaidRb5)0 8 2006 L o i r a CED.4k 141 c.L ,2 L �aL;Ar ?L3 63 t° G -S 9(0 .� 9J 2. General description of improvements) 3. Owner Information �a�s Name l� >- y / Telephone Number V l � Address z-3 `c Sfi"t^s 14 Fax Number —5cl'n rt _ 3'Z 7 7 1 Interest in Property: 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address Fax Number 5. Contractor- 4,,e Iwo e`e- � 7 S Z Name /4 /u 2 `�` Telephone Number ? C) Address 3 3 Zi�l�J u ` r •�` Fax Number 6, Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. Lender (if any) Name - Telephone Number Address Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713.13(1)(a)7., Florida Statutes. Name Telephone._ Number Address Fax Number 9. in addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): 11 Signa a of Own �. Note: per §713.13(1)(9), "owner Date Sig d g y sign in must sign ...and o one else may be permitted to his or her stead." Swom to and subscribed before me this t. day of 1 -to r I F , 20 Jam— by Xc, , , V who is aersonaily known to me OR produced ? as identification. . RICHARD RUSHear below Signature of .Notary (notarial seal to app ) Notary Public, state of Florida My comm expires Feb 16, 2008 No. DD291294 Bontletl thru Ashton Agency. Inc. (800)451-4854 Form Revised:12100 for 19_ to 20_, Seminole County Property Appraiser Get Information by Parcel Number Page I of I hnp://www.scpafl.org/pls/web/re—web.seminole_county—title?PARCEL=31193152700000l 00&cowner=R... 51' )/2006 D^YiD JoHNsom, CFA, ASA 47 PROPERTY APPRMSER 4a SCM*40LE COUNTY FL, a d 4U tt hi I 10t E. FiesT sT SAWORD, FL3277t-1468 407.665-7506 7 F_77 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-527-0000-0100 Number of Buildings: 0 Owner: RODGERS BRENTON M Depreciated Bldg Value: $0 Mailing Address: 2391 STEVENS AVE Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $28,000 Property Address: Land Value Ag: $0 Subdivision Name: CEDAR HILL REPLATX Just/Market Value: $28,000 Tax District: S1-SANFORD rd Assessed Value (SOH): $28,000 Exemptions: Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $28,000 Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2005 VALUE SUMMARY WARRANTY DEED 03/2006 06184 0125 $279,000 Vacant Yes 2005 Tax Bill Amount: $403 CORRECTIVE DEED 07/2004 05395 1088 $100 Vacant No 2005 Taxable Value: $20,200 SPECIAL 01/2004 05164 1033 $122,700 Vacant No DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... - Method Units Price Value LOT 10 CEDAR HILL REPLAT PB 63 PGS 96 LOT 0 0 1.000 28,000.00 $28,000 97 & 98 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next year's property tax will be based on Just/Market value. Page I of I hnp://www.scpafl.org/pls/web/re—web.seminole_county—title?PARCEL=31193152700000l 00&cowner=R... 51' )/2006 Limited Power of Attorney I hereby authorize �r-�e�o e�� ���� �4 0 of KQCD Inc. To sign his/ her name on my behalf ' order to apply for a building permit For the work to be performed at: Lot # to Subdivision c e C) opt' Address '51� ey enS (-)- v e Aldminum and Mo Inc # 06 93 T e or print nam pany d i ens f c tactor of Licahsed Contractor State of Florida Orange County The foregoing instrument was acknowledged before m this � day of of 2005, by Frank Cardenas. (name of person acknow ging) ab 4P�Y PSB RENE BETANCOURT Si re of�No Notary Public state ,,:Lon da 2� .Notary Public State of Florida NtyCommionE>Od31,2008 / ;9 µ; Commission # DD 367628 �' Bonded By National Notary Assn. / Print/ Type commis ioned name Personally known - or produce identification Type of ID produced 14- BOUNDARY SURVEY DESCRIPTION: LOT 10 CEDAR HILL REPLAT, AS PER PLAT THEREOF m RECORDED IN PLAT BOOK 63, PAGES 96 TO 98, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 1.s1 NOT PLATTED N 1 JAMES R. SHANNONJ P.L.S. #4671 NOT VAUD WITHOUT THE SIGNA;t AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SHANNON SURVEYING INC. 499 NORTH S.R. 434, SUITE 2153 ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 DATE OF SURVEY: SEPTEMBER 6, 2005 FIELD BY: J. H. SCALE: 1" = 30' FILE NUMBER: PB 63 PG 96 LOT 10(FNL) S 89'4900" E 165.00' 0 _ 0 0 10' ENVIRONMENTAL CONTROL EASEMENT 0 72.48' 45.0' 47.5' AO .(.>^(i 4J � � W O Orn ZI 2.0 8.83' n Z LOT 9 0 1 STORY �L 10 LOT 1 2.5 CONCRETE _ n 0 3 C14 BLOCK 0 STRUCTURE ��' c %s C e F.F. EL.=38.177- .,/ O 11.33 I RESIDENCE #2391 8.83' 9 0 CONCRETE �- DRIVEWAY y, j r Z 10 DRA! \ u UnU EAS NAGE y fMEN°° w ; O 56.33' 47.5 z O T -�-�// o O A/C o V) --!_ 1, O 5' RAINAGE k UTILITY EASEMENT S89'49'00"E 106.37 L=52.48' R=58.00'<N52'05'12*E X51'50'44" 16.56' LOT 11 �, 5�h NOTES: / 1) BEARINGS BASED ON THE CENTERLINE OF STEVENS AVENUE AS BEING N00'14'28"E. 2) UNDERGROUND UTILITIES WERE NOT LOCATED. W Z 3) ACCORDING TO F.I.R.M COMMUNITY PANEL NUMBER 3 W 12117CO045 E DATED APRIL 17, 1995 THE m Q DESCRIBED PROPERTY LIES IN ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 500 YEAR o N Z FLOODPLAIN) " CERTIFIED TO: BRENTON RODGERS PINECREST REAL ESTATE GROUP REVISED 09/06/2005 FOUNDATION SURVEY V) WALKER AND TUDHOPE, P.A. SOUTHERN TITLE INSURANCE GROUP REVISED 01/18/2006 FINAL SURVEY TRINITY MORTGAGE COMPANY REVISED 03/06/2006 RECERTIFIED OHIO SAVINGS BANK REVISED 03/28/2006 RECERTIFIED 1 JAMES R. SHANNONJ P.L.S. #4671 NOT VAUD WITHOUT THE SIGNA;t AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SHANNON SURVEYING INC. 499 NORTH S.R. 434, SUITE 2153 ALTAMONTE SPRINGS, FLORIDA, 32714 (407) 774-8372 LB # 6898 DATE OF SURVEY: SEPTEMBER 6, 2005 FIELD BY: J. H. SCALE: 1" = 30' FILE NUMBER: PB 63 PG 96 LOT 10(FNL) DOOR s • 1 • � • nJ k X o k • Cp ` • � O 7 3 Q' -T 4 y'f`� • ,add g��� Lou T( a 3A SCREEN,ACRYLIC & -VINYL ROODAS EDGEBE N (SE STABLES 3kt-1 & 3J412) MAX 'Ll�' FOR Fr / uPRIGH� . m / VARIES MIN. 3-112 SLAB ON GRADE OR RAIS®FOaRNG TYPICAL SCREEN. ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMNNG PAGE 34-W. 38,39). ' (FIEtGI•IT OF UPRIGHT IS MEASURED FROM TOP OF 1- x z' PLATE TO BOTTOM OF WALL BEAM) 1W LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 7/2 @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS; f (SEE TABLES) w I cc OIL ZD F= SOLID ROOF / x NO MAXIMUM / / LU H (ELEVATION SLAB OR GRADE) VARIES P — PROJECTION FROM BG ER VARIES LW = LOAD WIDTH J NOTES. 'P' VARIES ---- 1_ ANC14OR 1' x r OPEN BACK EXTRUSION 1N/ 114' x 2-114" CONCRETE FASTENER MAX OF r-' O G AND VVI IN V'FLACK SIDE OF UPRIGHT ANCHOR 1-x r TO WOOD WALL, Wl #IO x 2-12' S.M—,:; � Wj WASHERS OR #10 x 2-11r WASHER HEADED SCREVVZ4 r' O.C_ ANCHOR BEAM AND COLUMN INTERNALLY OR W/ANCHOR CLIPS AND (2) 418 SCREWS Wl WASHERS 0 EACH POINT OF CONNECT"& I SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P2 OR P2 + OJi 3 SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A13 4- ANCHORS BASED ON 120 MPH WIND VELOCITY_ CONVERSION FOR HIGHER WIND ZONES USE THE FOLLOWING 1100-1231 130 140 1 E #8 � #1O � #�12 #t2 TYPICAL SCREEN ROOPA SCALE 3/16'= l -(r Lawmnce /16'=1-U- Lawrence E_ Bennett, P_E_ FL # 16644 MX %49I!00Y=.eT/WT PA_BOX2"3R SOUM DAYn>K FL 32M Ta.EP"OW= P897SX-Mo FAX Poo- 67-6566 WE p ® CO�IT2WO 3A 2 s oT _W BE QED 1M wWtE OR nr PART WmrOVT 711E VVWnEN PEFdvalSSim CF lAW OWE E oaa4EFT PF GLASS & MODULAR R06MS SECTION 3B R®GE CAP #8 x 1Z (3) PER PANEL 1 [m ' � a X x x x BEAM SUPPORT s UDS `" r (rflncAL) RECEIVING CHANNEL. (6)#axire s-A&&TOSTUD AND (8) #8 x 12' S.M.S. — TOBEAM \ )c 2 l s • 60" MAX 1 r x 6- B- SSHEADER x .. `" • ® ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE 3' =1' (r Lawrence E Benner P -E- FL # 16644 v -O WX ZMW. SOUTHM070Nk FL n r 78MFOfE C=476i4774 FAX C3Mq 6766P6 ® Armes i•AfE• LOTTO W mYo"u cm 9+ VMOLE CR W FART VWF"our MiE V01MErr815 iOrr OF E AWS E ggaETT- PX-3. . 3A ALTERNATE CONNECT OON DETAILr xrV FIH (3) #10 x 1=11r SJAZ INTO SCREW BOSS i (2)#10x11/TS_K&KID SCREW QO6S ASR 1'x r PLATETO f1fvkW1DCT1= dm API"A 2-11r tX��2ETEANCLtORS Wrii�PO G OF EACH SSE OF EA0j POSTAND 24' O.G. MAX. 3-1M SLAB 2500 PSB COMC 6x6-10xi0W.WAL OR RBER MM VAPOR CONCRETE -�r �r-, ��,€�€ :�. ,►, ANCHDR r x r CHANNEL TO CONERETE WITH 114'x 2-1141CONCRETE AAICHOR,S Wali 6' OF EACH SIDE OF EACH POSTAT24` s O C. MAX OR THROUGH ANGLE AT 24' O_Cr mAx MINI 3-1/r SLAB 25M PSB CONC. 6x6-10xi01Rl_WAL OR FlBEk MESH VAPOR BARROW UNC (RETE ALMATE PATIO SE4 PATHO SFFMM UK C3) #10 x 11rr SJN.S_ INTO BOSS l')c 2' EXTRUSIOM 1-11W AAIN_ IN CONCRETE (4) #10 x 1/2' SA4_S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2'OR2-XXOR2'S-MB- POST A4IN_ (4) #10 x i/r S.AtS. a@ EACH POST 1' x r EXTRUSION 1-118` MIN. IN CONCRETE TO UPRIGHT AND SCALE ;,T Lawrence E Bennett P.F— FL # 16644 PA_BOK2tQWSCVM MYFONk P. -V Time pao-Z4, FAX P"M6555 - E 3A-4 g �OYYR1G13T7�a0 . Nr�iTD 8E p f WME OR M PART WfFMJT TME yyRn-TEN P OF LAWREO E E STT P F E N 3A. ALTERNATE CONNECTION OF SCID ENCLosjjRE FOR BRIM OR OTHM NOW STT.TURAL KNEE WALL 1' WIDE x D.06r THTCK STRAP 10 EACH POSTFROM POSETO FOOTING WI (2) #1®x 3W SMS STRAP TO POSTAND (1) U,x t-3LrTAPCON TD SLAB OR FognmG • C� ,lei a (1)-#5 H BARS Wl 3' COVEn (TYPIC'„ AL) BRICK KNEE WALL AND FOUND ATION FOR SCR WALLS SCA,Ltw 314"=1t.0- 5 BAR CON-r- BEFORESLOPE—T FLATSLOpEj No FOOTING 0-r112' MODERATE SLOPE FOOTING 4' MBK (2) #5 BAR CONT Y 11.�----Ir TYPE IN STEEP SCOPE FOOTING 1_ The foes shown are > shad be veri&ed, based on a rrre sod beating pressure 2_ The slab � W PL�r>9 the slab• by � t testin�� Pst Bearing mit, of SOW �n'sl>all � of debris. roots, and p� to pkv of - 3- �� than 3-12' (4' norrx�at) slab is r mete theslue of V* �t Or Tia Wer except why 9 erosion urep the 4_ AN stabs shat be 3-12' (4't eds 20x-0' Ther► a dun of a Type li is and b0firigs.sbal be c�CM" � rr� F�mreslr 0 fib• � °� �h psi 6 x 6 -10 x 10 welded ►ire mesh or "be used b lieu Of wire nxW � (F"merly Fibermesh )AD) per "Mubct,refs 5 If tool c0cklm- Local code gmen-6. a n**rrurn use Type p foobng or fo°bn9 secffon required ( tal deW fior by local 6 If a carrier beam or fourth wap kanie is Orange County, ; FL) required use a Type n foMV mink" - S OOTING DETAILS CALF-- 3W=1' 0- tawrerice E_ BeR/WtL P.EE FL # 96644 9W�tTMr�.�TANT TE ""00+E p8aj� R 32rzs F� r��wwtass ' 3A-38 ►K7f TO BE QED yAXXE OR 91 PART WMIDUT T E lwarT PE], s SEOAQ 3A SCREEK ACRYUC VINYL R00S Table 3m --t=11® Edi Beam gpam - Ho dons fvr � og lfi�6 Rwm Foa 3 seco� mind gust at 110 DOPH velocity, � des6on � o$1f WW MSF Atmos ABoy t3? 6 (36 for 6�_ vet) rxrxQo LOMdspo t ! E'br ct rx rx0 056r LoadIv y or '-cn 82 3Spm 4Spos tAtiidtlr {ftp S it 2 Soman 3 '4 5!-4' d d S -9r d i -r d(arm 6 S-0" d 6-2' d sS d 611' d 7-1- d i' S-4' d 1'Q .d T 4'� d S-�1' d S;ii' b • W-11- d 6 3-r d 6T d 6'-8' d -r d i -r d d $ �T' .a^$ d S -T b 0=1r d 7 61' d W-3' d 6! f d 1-0r d 9 Ir- d S� d St' b 0► -10r d 8 4-i0r d 5-11- d 6=r b 0=1r d 1Q 4-W d ^rte . D 4' iP b (r 10r d g g' d S -r - d S -T b 0=11' d i3 4-r d 4111' D r -W b �1d' d i® � d 9-s d St -G- 0-1r d T--11 d $$ . b 4a' b Or W d iD d 9--r d S -T b O -ti r d 3 x2'xROB� 12 4=3' d Ste' b 4-i1' D Or10' d Load W20f- SpM -V f 'Ltoa- 3' x rx Q Q7o- Waft (8) ? 'L l b' or 8 2 3 � 4 W= WW (1�) An 5 S-� d 7R8' d Ta- 8 Z Spon 3 Spee 4 S A'iaoc d 1 e 5' -Ir T-0' d. T -r d 'r --l" 5 6'� d W -S d 8'a' d 1 7 5' - S' -S' d S -W d 610x' d -r--r -r--rd 6 7 S d 7'-1 i' d $'Or d T:- ' d $ 5'r d Gam' d S-6• d r-0' d 6r d T-&' d T-$' d 1`3' d 9 4=11' d 6-r d Uta' d W-11' d 9 5-10" d T -r d 7' 4 d i =2 d 1Q 4•-r d 5'-11' d S-11- b Or 1Y d ID -T-7" d f;-11' d 74^ d i'-1- d 71 4'4r d S-9" d S-8• b 0=11' d S$ d S� d G-9' d l -i' d Ar -4r d Ste' d S$ b 0'-11' d 6'sv d i2 '-5-1' &-7-12 d 1'-0r d Z'x�xQA4S' d 63r d 6'-si d- I' -Cr d Lomd U20L fir, V! (bending $► 2"x�x Q.osa- 1Ndd, ( L) 1LOW Maw- 1 I (bdr,y br or 8 2 Spm 3- 4 5 d 9-3 d S 2 Span 3 Span 4� 9'� d t'S d rAr 6 T -0r d 8'-8' d W -W b r -5' d 5 94r d 11-11' d 1T 2' D 1-1r a 7 G -r d g'4- d 6Y b i' 4 d B 9=1' d it .d 1 t-1' b 1'-10' d 8 �-s' d T-9" b T$ b 1 �' d 7 8' d IUr� b 10'-3' b i=9' d 9 ST d 'r -4't, T -Y b .1'3- d 8 6 d 9-11' b 9=7' b i' -r d iD 61r d 61Y D 6r -9r b 1'-� d 9 T -1Y d 9'-� b 9'-1' b d 11 5'-9' d S g b Ste- b 1,�, d 10 TS' d 611' 4 6 7' b 1 d d S 4 -� 6-r b i -i' d 11 T -U' d W -G' b S-2" b D� t2 T -r d -s T r b 710' b i' S' d Abowe 1- b wm;eo � do notnot� k w � beam b� Add die born upright to Cerner ct brace to beam carseec5orr Me above 2 Spens may be �, A wrence E_ Bennett, P_E_ FL # 16644 CIVX_ VEVER T COAMBTAW P-0 WXZ-36g --';D DAyiYIWlR32M 'U""p►-T= f aWnW-Ju7a FAX (3aRM-6856 A-10 ®oovrwcair �e N6T TO BE REPROMX;M N WHOt E OR Rd PERT MMOtff THE yy;MT90 SiM OF tAWWMC,E E. MmEn P F seinom? Table 7_14.4 Alterable Spans for Industry Standard Wzer Panels fw Valls Loads Akxnsnnln Alloy 3'10511-28 �r x lr x OA2.C2 oa 5 M Imes Panels Wkd Regevn Open des blon*-Sloped Root 182 3 4 Span spw svm Screem Rooms & Aftched Carers 182. 3 1 4 sixw SPM SPM Glass & etas Rowes E 182 3 4 spe span spm Ovestang/ AO Roos 100 MPH W-7- 17 T11' 15-4 174 iT-8' 17'$ 11'- 14'43' 14'3' 4'-(r 110 w-1' 1T-11' 15-4' 17-9r 15,9" iS-0r 1F3'-5' 13•-8' 1 9" 3=t1' 120 - i3$ 1T$ i -r -!r irw 1� i' ig-v, 9r iT 12a' 12-1( r'. 3'--9' 123 A" 13-2 16'-3' iT-.r 11'-7' i-10" 1^ri'[I- r-T 1213' i7-' 3-$ 130 �l 12-3r 15�9r 16'•-(r iY-r 14'x' 1T3''V 10+T t1$ it TU r 3T 140 t"H IV -,r 12-81 1213' JW -1- 12-$ 12-9r iY 1'i -Y 11'i'150up" 3-r 150 PAPHI 10'-11' 1 10r Y 1Z$ tZ3� tOr 1' 12-8• 12 gr -U •10r-8' 1Q -9r' 44r 3'x trr x 0.030' 2 oa Slab R"aser Panels Wind Re9bn !Dpem Oono Stoped Roolf 182. 3 4192 spare span span Screen Rooms & Altached Co, e 3 -,4 'patio . spoor 'para . Glass & Noebilar Rooms E 182 34 spam spatia 'pave Overhang/ AD Roots 100 RtJPH 15-9' 19$ I 19r iv- 14'-1O' 15-10' i9r r i7$ 1VC T 1S -W 4'-(r 110 UPH 15-3' 19-5 19r 10r 13!-g- 1T-10' 18=z' lY r 14'-S' id -i0' 1S Y 12A MM 14'-5' 131pr 19' 2 13'-2' 16 16'-7' i2-tY 1^a-11' 17-11' {r i?3 H ids 15-1' I" i7-11' 15-11' 16,-r 12$ w4r 13$' 410, 130 OPH 13-T 17t -r 1T -9r 17-S, 15!$ 15!-9r 10+T 17 �1' 13'-2, T 10r' 140 ADH iw-ir 17$ I lx4r I10' 1Y 13$ 131Jr' 9'$ 17-4' 173' 3-r 150 PAPHI 10'-11' 1 13-6' 1 IT -9- 10r 11' 17-6• 13-W 9'-Z' 11' 4' 11'-1' 3-� 3- x 12" x DAA 2 or 5 Rib lns w Pa.w1c v and Open'S1Zuc11Aes Mono -Sloped Roof Stxeene.Rooms & Attached Covers Glass S lBOdatla! Rooms EnclosedRegio Overiw.g/ Can6'�rvnr AD Roosts + 182 3 4 U23 4 182 3' 4 span s m Spsige span span �e 100 MM 181 2Z�r 232' IT -Ur 22=4' 22-5 1VC T i8' 8' 19' i' C-� 1tA loll 155• 221-9" 23=2 161-1* 2Or 1(r 2r -r 179"iT-9' 1S Y 4rA r i208IP1I iT-tor 22'4r 22S 15'x' 19' -IU 2w-3' i2-tY 1^a-11' 153' M MPH 1T -d' 2r -S' 21-1Or 15x2 19x'••4 19r 10r 12$ w4r 1 1 410, 130 B9Pl1 19-1' 2tir$ 2(Y -!r i T 18'4r 19P -l' 11"I" iS-1' 1ST 44r 149 W t# 1r -9r15-9' 1� 1' i2 -V 15-9' 1S 1' 1Y 1'C$ 14':9r 1m mml 15,-9r 1G-1' 1r�9 iS 9r 1G -i' i0' -9r 13-8r i4tw 44r _ _ _ _ _ -_ _. ��-�---....�. ...v... www �w ..wY■ T l/1/!3/rcIIlg- Lawrence E_ Bennett, P -E_ FL # 16644 MXDw6ASM-De*OaOOa6vTCO vst&TANT P.O- BOX 214366, SOU M DAYTC"j%,113Zr Ta""Ow (386)!6%4774 FAX: Poo 767-6666 ® covrrot;►1r 2aes 7 � NOT TO BE RU1"X 10ED V4 WHOLE OR IN PART WFMOM THE WRrr nD, p0juissgm OF eALVR64M E 8OaaEn_ P_ • � -m •�� B 641B�B , l TaWT_ S Agowable, Sys for tridt y Stand Cc�„epose�e Roof Panels for Various Loads Ate► Amy 3l o a H -'tic or T2s f_t! EPs core Density Foams 3'x Mr x *-024" Pam Open Sbueuxes Screea R000:s Gass ori! Mad R D99 & Aitarbed Coves Endused. C22blwer 152 3 4 t82 $ 4� 182 3 ; � � span spam span too MMi r-4 19'-4' 13$ i'� i4' tS� tTM tn n 15�° Roofs 11ABB� 6'6 1 4' 1T5&�H W -r tw iT-1O` 13-3 i4-iflr t�8 nco+ __ --- .� ._ ...-,. . , c �v-�� 7[F-�l' • it �' i4=iO' 7'$ 8-$" S-4' 2-SOr' 3'x 4g'X B.�CiOr' Paeer�s . rrubdSaec�e 11�oov .Sloped Rood ADO S Aftacg Glass & Agog Rooms dosed �+9 J 132 span 3 span 4 spmn 182 Spm 3 span 4 spm 1802 3 4 AN 108 N P11 20r G 20'-3 22-11'. 22-11` 22=2 19r$ 2i-i0r SP20zr-r 1S ? 1� inRoofs t2AlApli 19'6• 2S=1Or 227• 21=1` 1T --1V AM- IF&- 13-3 14-A` t43' 4pr 173 EA'H 1ST 2r-3 1T 9r' ts-� lwr iS-1' ti•A 135' i3O�' 73AO R 19-9' 191-4- .20'-�' i8'-9• i4s 1S 2' 732 1T -T 11-2' 11' 12-5' 140 MPH 11 -lir 173 i7_9' 11=1Or�1- 15-8` w4r S2'-3 11'6' 4-3. 1501N�H trtOr i3 tr9r' 11=1Or i3-3' 179' 4•x48•'xA.O2i�p� - 7-2' ' 95F 3q� 4'x48 -x O.OW pmejm Nom Tops ►oof pa4ej tsidllt = "'OwWkMf --aB tam; 1- whence E_ Bennett, P -E- FL # 16644 PA- SM ss43ea SCUM a+YTMA Ft 3Zrz, FAX MO7p-eM :7-32 NOT TO BE R-�yn � OR M PART b►RijiM oFu►wE:T.PE SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A-21 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 -- Tributary load width W = Pudin Spacing Sections 3'-0" 3'-6" 47-0" 4' 6" 5'-0"I 5--6" I 6'-0" 1 Allowable Height 'H' / bending b' or deflecthm'd 6'-6" 1 'T r -V I r x r x o.044 Hollow 9'S' b- 8'-9' b 8'-2" b T-8" b T-4" b� 11" b 6-r b96!-SY* 6'-1' b 6-T b 511rxrxoAw 5' G' b HOIRW 10'-3' b 9'-6' b 8'-11"b 8- b T-11' b T -T b T-3' b 6'-8" b 6'-9' b 6' 6' D3" x r`x 0.045" Hollow 11.3" b 10'-5' b W4r b 9'3' b 8'-9' b 8'-4' b T-11' b T-4' b T-5' b T-2' b 3' x r' x 0070' Hollow 17-9' d 12'-2' d 11'-T d 10'-11'b 10r -S b 9'-11" b 9' S" b 8'-9' b 8=19' b 8-6' b r' x r' x 0.045 Hollow 17-9' b 11'-9" b 11-4r b 10=5" b 9'-10' b 9'-5' b i3 -11' b 9=1' b 8'4' b 8=1" b r x 4" x oA)sr Hollow 153° b 151-1" b 14'-1' b 13=3" b 12 T b 17-0 b 11' b 11-0' b 10'-8' b 10'-' b r x 4" x 0.046" S.M.B. 19-1' b 1-r4r b 16-4' b 15-T b 14'-9" b 1'r -i' b 13-6' b 17-11' b 12'-6" bi 17-1' b rxrx 0.050" SM.EL 23=T b 21'-10' b 20'-6' b 19'-3' b 18' 3' b 1T -S b 15-8' b 16'4' b 15-F b 14=11'. b r x 8r x 0.050" S.OA.B. 26'-1' b 24-2' b 27-7' b 21'-T' b 29-2' b 19'-3' b 18'-5 b 17*4` b 1T-1" b W5� b rxrx 0.044" Snap 11'3' b 10'-S' b 9'-9' b 9'-2" b 8'-8" b 813' b r-11' b T -T b T4' b T-1' b rxrx 0.045" Snap 14'4' b 134' b 12'-6' bi 11'-9' b 11=2' b 10'-T b I 10'.2' b 9'-9' b 9'-5" b T-1- b r x 4" x 0.045" Srhas► 1T -T b 1--3' b 15'-3" b 14'-4" b 13'-T b 17-11' 6 e.r 12' 5' b 11 -11" b 11' S b 11=i' b For 3 second wind gus[ az izu mrrt "'PLY, wrr.y --.y• Tributary load width W = Puriin Spacing Sections 3'-0" 3'-6" I 4 -(FT- 4'-6" 1 5'-0-. 1 5'-0'- 1 6'-0" 1 Allowable Height 'H' / bending b' or deflection 6'-6" 1 'T r -V I T-6" r x r )t 0.044" Hollow 8 4" b 8'-0' b 74V b 7-1 ` b 6'-8' b 6'-5' b 6'-1' b 5'-11" b 5'-W b 5' G' b r x r x 0.055 Hollow 9'-5 b 8'-9" b 8'-2- b T-9' b T-4' b 6=11" b 6'-8" b 5-S' b 6-Z' b 9-11' b r x r x 0.045' Hollow 10'$10'$b - 9-7' b 8'-11' b 8'-6' b 8'-0' b 7-8' b T-4' b T-1" b 5-10' b 6'-T b 3" x r x 0.070" Hollow 12'-1' d 11'-6' b 10'48 b 10'-1' b 9'-T b. 9'-r b 8'-9' b 8'-5" b 8 =1" b T =10" b rxrx 0.045" Hollow 12=10" b 11'-11" b 11'-2' b 10'-6' b 9'-1T b T-6' b 9=1' b 8'-9" b 8-5' b 8'-2' b r x 4" x 0.050" Hollow 14-11" b 13-10" b 17-11' b 17-2" b 11-7- b 11'-B' b 10'-7' b 1Or— b 9-9' b 91-5- b r x r x 0-o46" S.M.B. 1T-6' b 16-7 b 15'-2' b 14'4' b 13!-7- b 17-11" b 12-5" b 11'-11' b 11'4' b 11-1' b r x 5" x 0.050" s-M.B. 21'4' b 21Y-1" b 18'-9' b 17-9' b 16!-10'b 16'-0" b 15-4' b 1X-9' b 14'-2' b 13'-9' b rxrx 0.050" S.KEL 2T -11"b 27-T b 20'-9' b 19'-7- b 18'-T b 1T-9" b 16'-11" b 16'-T b 16-8' b 15-2' b rxrx 0.044' Snap 10'-4' b 9'-T b 8'-1 V b 8'-5' b 7'41" b T -T b 7-4' b T-0' b 6'-9' b 6'-6" b r x r x 0.045" Snap 13'-3' b 12'-3" b 11'-5' b 10'-9' b 10'-3' b 7-9' b 9' 4' b 8'-11' b 8.8' b 8'-4" b r x 4" x 0.045" Snap 1 15-2" b 14-11' b 14'-0" b 13-2 b1 17.5" bj W-11' b 11'-5- b 10'-11' b 10'-T b 1(r-3" b Motes: 1. Above spans do not include length of Viee brace. Add horizontal distance from upright to center of brace to beam connedim to the above spans for total beam spans_ 2- Spans may be interpolated. Lawrence E. Bennett, P.E- FL # 16644 cwx fWGMEM- DEVELOPMENT CONSMTANT P -O. BOX 274368. SOUTH DAYTON FL 32121 TELEPHONE tom) 75-4/4 FAX- (386)M-6556 PAGE © COPYRIGHT 2004 12 A _03A nP M PART wffwm rr 7HF WRrnr-m PERMSSION OF LAWRENCE E BENNETT. P-E- SCREEN, ACRYLIC & NINYL.ROOMS I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms —,2 - --ut wind oust at 120 MPH velocity; using design load of 13 #/SF (43 WSF for Max-Canb'lever) 1. Above spar's do not include lenglt► of knee brace. Add horizontal d►starrce from uprigtN to center of brace W beam connecbm to the above spans for total beam spans- 2- Spans may be interpolated- Lawrence E_ Bennett, P.E. FL # 16644 GWX EN6MNElt - OEVUOFMENT CON.%XTAW PA- BOX 214368. SOUTH DAYTONA, Ft 32121 TELEPHONE: (3W)767 -4-n4 FAX: (3807W-65%, ©COPYMGM 2004 OF LAWRENCE E. BENNETT,P.E. NOT TO BE REPROMICEO IN WHOLE OR pi PART W r[trOUr THE WRITTEN PERMISSION PAGE 3A-11