Loading...
2001 N Grandview Ave - BR08-001123 (Replace Screen Walls) Documentso r I S 4> CITY OF SANFORD PERMIT APPLICATION Permit # Job Address: Description of Work: Historic District: Zoning: Value of Work: $SOD RECEIVED Maa y '2 2008 Permit Type: Building Electrical Mechanical Plumbing . Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines of Gas Lines Plumbing/New Residential: # 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 oalter than X) Parcel #: 3 1 " 101 3i - 5 l5 OC-) '"'' Attach Proof of Ownership & Legal Description) Owners Name & Address: C 1 `t 0 1 QQ a (_Cz2(=J 0. b Phone: Contractor Name & Address: U05e to F 3 SSt at ee License Nrumjber: C' 1 V J J Phone & Fax: V " 07 IZ I Contact Person: 1 Z [)1_ - JCYf YL $ Phone: 1C Bonding Company: 'AdLA Address: -- Mortgage Lender /V Address: Architect/ Engineer: L rr u 1 en vie Phone: Address: 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 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 it 4eri,cation that I will notify the owner ofthe property of the requir m nts of lorida 'en a 71S ature fOr/Agent ate Signature of Contractor/Agen' D to i1! C Z _A ay d t\ hVS ,,a,llullia 0i LlTT PrintOrer/ is ame PrintC^ntrfc[or/Agent's Name \\\Q••.....•/I/ G gSION iAPPLICATIONAPPROVED BY: Bldg: Initial & Date) Special Conditions: Sigtiagife of Notary - State Contractor/Agent isX Personally Known to Me Produced ID Zoning: 0 3 13/O t Utilities: Initial & Date) e 2p70 9tC` • R. J. `r'••iry too 58304A o J Bonded`dYPublic f101M1i111 iInitial & Date) (IrMal & Daft ` s REVIEW SHEET Department of Planning & Development Services P.O. Box 1788 Sanford, FL 32772-1778 Telephone: 407.330.5673 Fax: 407.330.5679 APPLICATION # 02 - I a3 PROPERTY ADDRESS: a O ©l p• G e_P ZU IeW Date:"3. l _)- ( PARCEL NUMBER: 000 V -C-DC) 10 PROJECT NAME: BRIEF DESCRIPTION: ex. New construction of office building; interior tenant build -out for office, permits to install new ground sign. IRL ?L A-GL-`- SCC L__F_ n ra,)q ST110-- S 8Oa(", Zoning Classification: R -- SIGNS ROW width Known Development Order conditions including but not limited to DO's,CUP's, Variances, Rezones: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 PARCEL DETAIL•. ill1026 ;.ioa $•0 & aatDAVID .IOHN9DN, CFA, ASA 105.0 4 - F 1C 'A 1 A 1Q7.0 52.051. PROPERTY s3 y, E 20TH ST APPRAISER is 65 4 1 , 24., SEMINOLE COUNTY FIL 5 5 Ei L) j 35 24 1101 E. MR&T ST 5 85.0 9AHFoRn, FL32771-1468 a r a 3 1 iP1.0 d 407-665- 75+ D6 59.0 15 6 90.0 24.0 Bd 65 ;Q td 6 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. GENERAL Value Method: Market Parcel Id: 31- 19-31-515-0000-0010 Number of Buildings: 1 Owner: KOLARCZYK PHILIP J Depreciated Bldg Value: $143,244 Mailing Address: PO BOX 2543 Depreciated EXFT Value: $3,136 City,State,ZipCode: ORLANDO FL 32802 Land Value (Market): $51,646 Property Address: 2001 GRANDVIEW AVE N SANFORD 32771 Land Value Ag: $0 Subdivision Name: ROSE COURT REPLAT Just/Market Value: $198,026 Tay Disr'.ci: S1-SANFORn Assessed Value (SOH): $198,026 Exemptions: Exempt Value: $ 0 Dor: 01-SINGLE FAMILY Taxable Value: $198,026 Tax Estimator Portability Cal_cu_ l_ator SALES Deed Date Book Page Amount Vac/Imp Qualified 2007 VALUE SUMMARY WARRANTY DEED 09/ 2006 06449 1195 $260,000 Improved Yes 2007 Tax Bill Amount: $3,882 WARRANTY DEED 04/ 1999 03643 1073 $94,200 Improved Yes 2007 Taxable Value: $208,085 WARRANTY DEED 10/ 1979 01247 0734 $45,500 Improved Yes DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 01/ 1975 01070 1279 $38,000 Improved Yes ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Unit Land Units Price Value PLATS: Pick....':x FRONT FOOT & 124 138 .000 425.00 $51,646 LEG LOT 1 ROSE COURT REPLAT PB 10 PG 7 DEPTH BUILDING INFORMATION Bid Bid Type Year Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost Num Bit New Buildina 1 SINGLE 1955 6 1, 271 3,181 2,271 CONC $143,244 $216,217 Sketch FAMILY BLOCK Appendage I Sqft CARPORT UNFINISHED / 336 Appendage I Sqft SCREEN PORCH UNFINISHED / 306 Appendage I Sqft UTILITY UNFINISHED / 144 Appendage I Sqft BASE SEMI FINISHED / 260 Appendage I Sqft OPEN PORCH FINISHED / 124 Appendage l Sqft BASE / 196 Appendage lSqft BASE / 394 Appendage lSqft BASE/ 150 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits http://www. scpafl. org/web/re web.seminole county title?PARCEL=31193151500000010... 3/11/2008 Ie'W SEMINOif COUNTY F ORID,KS NATURAL CHOICE Limited Power of Attorney Date: 3 b hereby name and appoint j r c -)-)1 f- Name) of (a; may -%A Iy Mtn A to be my lawful Company Name) attorney in fact to act for me and apply to Seminole County Building and Fire Division for a C:r G n C Lusu, K permit for Type of Permit) work to be performed at the location described as: Parcel ID#: 31 - R- 3 (.y 1 t<- - 00-00 - 00 l (.D Address of job: rax r P Property Owner: and to sign my name and do all things necessary to this appointment. Acknowledged: Sworn to and subscribed before me this day ofA.D.2 Notary Public `.`' G; s z''i Q alp ' O Seal) =o; o ®• ; 9A yAob aAh My Commission expiWffSiiV-'"-a ' ro) Permit #: Project Name: 08-1123 Screen Room Walls under existing roof Address: 2001 N. Grandview Ave. Plans Reviewed By: Richard Denman 407.330.5656 The Permit is Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All current Florida Building Codes are to be complied with. 6. Any error or omission in this plan review shall not be construed to grant approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. PERMIT DATE. PLANS REVD FSANORD w To ME PLAT mpaw As w i! .7i im PLAr :sr FLaWA. m caa c - c°Eat° r' K`aar sn cJc - oa rx i+riwtn A - AW Sao s CV OFFICE PLANS REVIE CITY OF SANE rm• TIM AV o t IIW"Wm _ xr e[Atxiwi c s try away aac r>t Corr w 0104u — i awr ov t vLAC - rony or,1G m ia0w aae — A vonow AW wi+tn7 a,W - per' X - A - P&Ar NOW a' iwr Ka — POW or =WwffAW txyrtMx. e soo Ir mrc. - r+sarcrfr erg w - w, o - raalr a' eer+iw rrtc wj= _ tarn RUAC smuca Ar Andaa` AV& am :ufc p" - mmmv4w wr , tw i* w I am fNm cme FtYLiP J. KCIt,L Yk CT MORTGAW COITAL uvblm 94ekxAN 1711E redrw Tnu MIRRANN m 20294 04V tpc r<.re; OAM 4 E 04/17/95 Low zoo Wftr AU Aag AU M Ml0 08/31/06 I: t •;7 r I140 1 rX li /w Long Surveying, Inc. LBNa 7171 101 N. Courmy Club Rcryaryd.,} {Suitc 220 32 4 Lake , 1L67015= 407- 330- 9717 or 4tti-330-9i 1 d FoX 407- 330-9775 X *e cur IN 40aas 0 foilho werrrhtY f Melt. car Arararay bow as on A a pm"w bu art saw V'6 a Rwi! 060wdw aft"aw+r Ai! Ve mw w wllftrbt ofONOMtM>Ib raw 0040 Atr A. i ww oe the ANi Ar not t p me Ntiq wrA brae 4w aftm Aft he* born I ow" sr k %o w .+r«.c ao oI*1 arww #mold I awbmr ear " armor am &me# rawfr my Abs of a«uar i reroa K LARCZYK A". C101 N GRAN VIEW AVENUE c,: !RANFTIRD L- Subs w— MATERIAL LEGEND 1 X 2 = I' X 2• X. 044 2X2=2'X2'X.044 X 3 = 2' X 3' X, D45 X 4 = 2' X 4' X. D44 X. 1013 X 5 = 2' X 5' X. 050 X. 100 X 6 = 2' X 6' X. 05D X. 120 2 X 7 = 2' X 7' X. 055 X. 12D 2 X 8 = 2' X a'X. 072 X. 224 902 = 2'X 9' X. DB2 X..310 1052 = 2' X I D' x. 092 x. 369 A- @mm -1mummum pGioDMo4s-t, 0 r Gr 269B SOUTH RANGE BLOSSOM TRAIL RLAND, FLORIDA 32BD5-5457 407-64B-9948 407-648-9949 N N N 1 X 2 I X 2 lx2 i 1 X 2 1 X 2 i JOB No, REPLACE EXISTING SCREEM PORCH ATTACH TO EXISTING BEANS L CDLIIMNS L 21' —0' 11 i pIX' 1• • X •X• X•X• •X } 1 X 2 111mta-r.a loln rlae MAR-17-2008 MON•03:22 PM ACTION ALUMINUM PRODUCTS FAX N0, 4078127649 P. 05 SCREEN, ACRYLIC & VINYL ROOMS PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING 4) #6 x 1/2" S.M.S, EACH SIDE OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/ 1" x 1" x 2" ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL AND KICK PLATE 2" x 2" x 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 114" x 2-112" 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. 6 x 6 — 10 x 10 W.W,M. OR FIBER MESH ALTERNATE WOOD DECK: 2" PTP USE WOOD FASTENERS W/ 1-1/4" MIN,,EMBEDMENT) SECTION 3A 1")(2" TOP RAILS FOR SIDE WALLS WITH MAX, 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SP)6,'ING AS FOLLOWS WIND :!:ONE MAX. UPRIGHT SPACING 7'-0" 10:1 11 ; I 6'-7" 1:!(I 6'-3" i51" i1; E40 4'-11" INTEFZ14AL OR EXTERNAL L' CLIP OR'U' CHANNEL CHAIR RAIL it rTACHED TO POST W/ MIN. 1-) ##10 S.M.S. 1 x 2 OR 2 x 2 ATT,ACI-IED TO BOTTI:IM W/ 1" x 1" x 211)(1115.17c1116" 0,045" .AGLE CLIPS EACH SIDEAND MIN. (4) #10 x 1l2" S. M.S. 1" x 2" :1 0.032" MIN. OPEN BACK I IEXTRII!>ION 1- 116" MIN. IN CONCRETE VAPOI, BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DET4 IL SCALE: 3" = l'-0" Lawrence E. Bennett, ?.E. FL AI 16644 CIVIL & STRUCTURAL. ENGINEERING P. O. Box 214361i, 6ou'11 fJ+IJ'on4. PI J2121 Teh+ Phonu M; (,M) 767.4774 fax tk (386) 767.6556 E' n:'ll'. If G(18(Uelle; ulh,nol id 00PYRIOHT2444 PA1'F. A NOT TO 13E RCPROPUC D IN WHOLE OR IA PARY WITHOUT THC WRITTEN PERMISSION OF I-AWRFNCE E. BCNNC'1`i , M.E. 3A-3 MAR-17-2008 MON 03:22 PM ACTION ALUMINUM PRODUCTS FAX N0, 4078127649 P. 07 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 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 BEAM / HEADI; R I I ANGLE CLIPS MAY BE SUBSTITUTE[; FOR INTERNAL SCREW SYS71'MS MIN. (3) #10 x 1/2" S.M.S. INTO SCREW :LOSS 1" x 2" EXTRU!;.ION 1-1/8" MIN. IN CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = V-0" I HEADER BEA10 ANCHOR 1" x 2" CHANNEL TO 06 f CONCRETE WITH 0. - 11 4) #10 x 1/2" S. A,$, EACH SIDE 114" x 2-1/4"CONCRETE OF POST ANCHORS WITHIN 6" OF EACI•I SIDE OF EACH POST AT 24" H-BAR OR GU .SET PLATE; O.C. MAX. OR THROUGH 2" x 2" OR 2" x,'," OR 2" S.M.B. ANGLE AT 24" O.C. MAX. POST M(N. 3-1/2" SLAB 2500 PSI L „,t„ I. _ MIN. (4) #10 x 1112" S.M.S. @ CONC 6x6-10 10 W W 0 EACH POSTxM. R FIBER MESH VAPOR BARRIER UNDER CONCRETE 1" x 2" EXTRUS DN 1-118" MIN, IN C:;)NCRETE ALTERNATE RATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = 1'4" Lawrence E. Bennett, P.E. FL $9 16644 CIVIL & STRUCTURAL ENGINEERING P.D. BOX 214368, Soum Deylonu, A 3:121 Tol000ns It (3061 767.4na Fat OI (386) 7074ism Emeil! Inopodbolleomh,"oI PAGE j A Q COPYRIGMT2000 3A-4 NOT TO HF REPRODUCEO IN WI'IOLC OR IN FART WITHOUT TI•It WRITTEN PERMISSION OF LAWRENCE E. EILN - F'I'7, P,E. MAR-17-2008 MON 03:22 PM ACTION ALUMINUM PRODUCTS FAX NO. 4078127649 P. 02 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS PURLIN OR CHAIR RAIL ATTACHED TO BEAM OR POST W/ INTERNAL OR EXTERNAL 'IL' — CLIP OR'U' CHANNEL W/ MIN. 4) #10 S.M.S. p PURLIN, GIRT, OR CHAIR RAIL — J SOS!_ =S SNAP OR SELI: MATING BEAM ONLY SNAP OR SELF MATING BEAM ONLY,,'j e^'' PURLIN TO BEAM OR GIRT TO POST DETAIL SCALE: 3" = l'-0" FOR WALLS LESS THAN 6'-8" FROM TOP OF PLATE TO CENTER OF BEAM CONNECTICIJ OR BOTTOM OF TOP RAIL THE GIRT IS DECORATIVE AND SCREW HEADS MAY REMOVED AND INSTALLED IN PILOT HOLES 0 FOR ALL OTHER PURLINS AND GIRTS IF THE SCREW HEADS ARE REMOVED THEN THE. OUTSIDEOFTHECONNECTIONMUSTBE.STRAPPED FROM GIRT TO POST WITH 0.050" x 1-3/4" , 4"STRAP AND (4) #10 x 3/4" S.M.S. SCREWE`s TO POST AND GIRT IF GIRT IS ON BOTH SIDES OF THE POST THEN STRAP SHALL BE 6" LONG AND CENTI: RED ON THE POST AND HAVE A TOTAL (12) 910 x 3/4" S.M.S. Lawrence E. Sennett, P.E. FL # 16644 CIVIL & STRUCTURAL *ENGINEERING P.O. Box 214360. Soulh Oaylona.F192121 Telvphnne A 1366) 767-41/14 Fox ll: (168) 767-6556 Bmnie Ieupilfobelloomget PAGE © COPYRIGHT2006 3A-8 NO'I"r0 BC R6PRODUCEu IN WHOLG OR IN PART WITHOUT THG WF•fll'EN PI=RMISSION OF LAWRENCC G. PEI, FI-f. h.E MAR-17-2008 MON 03:22 PM ACTION ALUMINUM PRODUCTS FAX NO. 4078127649 SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Uprl4lht Heights, Chair Bpi] -Snaps or Header Spans for Screen, Acrylic or Vinyl R-ooms Alumloum Alloy 90-53 T-6 For 3 second Wlnd oust at 110 MPH vNlnr_lty• urine dwtlnw I -A wf 41 n mice P, 04 SEt",TION 3A Sections Hollow 2" x 2' x 0.05511 Hollow Load Wldth'W' a Purlln S acln 9'-0" 3'-8" 4'-0" 4'_11 51.0' S'-6" 6"•0" 6'-6" T 1 „ T•8" All wa e I ht H' / bondin 'b' or doflactlori'd' 6'-51, b T-4" b 1 51-11" b 6'-9" b 5'-7" b e'-4" b 6'-3" b 4'-111' b 5'41 b 4'-0" b 5'-5" b 1 4'-6" 1) 5'-2" b 1'-4" b t-11" b 4'.211 b 4'-1 b 4'•1" b 4'-8" b 3" x 2" x 6.045" Hollow 7'-9` b 7'-21i b 6',8" b 6'-4" b 5'-11" b 51-9" b 5' fi" b 3" b 5'-1" b 4'-11" b 3" x 2" x 0.070" Hollow 2" x 3" x 0.045" Hollow 11'-9" b 8-4" b 10'-10" b T•B" b 101-2" b T 2" b 9' 7 b e'-0" b 9'-1' b 6'-5" b 8'-81' b 6'•2" b 8'" b 5'•10" b j'-11" b 1'-8" b 7'-e' b 5 =5" b 7'-5" b 5'-3" b 2" x 4" x 0.050" Hollow 10-5' b 9'-7" b 81.11" b 8'.6" b 8'-1" h 7'-B" b 7A" b 1" b 6'-10' b 6'•7" b 2" x 5" x 0.06211 Hollow 14'-7" b 13'-6" b 12'"8" b 11'-11" b 1 VA b 10'.9" b 10'-4" h I7' T" b 0'-7" b 0'-3" b 2" x 4" x 0.046" S.M.B. 13'-8" h 12'-B" b I V-10" b 11'-21' b I V-7" b 10'-l" b 9'-B" b 1 -3" b 8'-11" b 8'-8" b 2" x 511 x 0.050" B.M.B. 17'-4" b 16'-0" b 14'-11" h 14'-2" b 13'-5" b tY'-9" b 12'-3" b 1!'-B" b 11'-4 b 10'-11" b 2" x d" x 0.05011 S.M.B. 19'A" h 17 -11" b 16'-9" b 15'-10" b 15'-0" b 14"1" b 13'-B" b T:i 7 " b 12'•8' b 12'-3" b 2" x 2" x 0.044" Sna 7'-7" b 7' 1" b 8'-7" I> 6'-3" b 6'•11" b 5'-7" b 5'-5' b 2" I) 4'-11 ' h a'-t o` b 21' x 3" x 0.046" Snap9'-3" b 8'-7" b 7'-11" b 7'-7" b 7'-2" b 61-10" b 6'-611 b f -3" b 6'-1" b 51•10" b 2" x 4" x D.D45" Snap10'-10" 3" x " x 0.045" Fluted h 714" b 10'-l" b 6'-10" b 9'-511 b 6'-4" b 8'-10" b 6'-0" b 8'-5" b 5'-e" b e-0" b 5'-5" b T-0" b 5'-S!" b i •5" b l 11" b 7'.1" b 4'-10` b 6'-10" b 4'-811 b 31' x 3" x 0.0001, Square 0'-0" b 8'-4" b 7'-101, b V-511 b 6'-1 V b 6'-8" b 6'-5 - b 2" b 5'•11' b 5'.9" b 3" x 3" x 0.093" Square 13'-2" b 12'-3" b 11'-5" b 10'-8" b 10'-3" b 9.9" b 9'-4" b I' 11" b 8'-8" b 8'-4" b 3" x 3" x 0.125" t3 ua e 18'-10" b 17'-6" b 16'-4" b 15'-5" b 14'-7" h 13'-11" b 3'-4" b 1:?'•10" b 12-4' b 11'-11" b 4" x 4" x OA2511 s uare 2tr-5" h 10'-11" b 17'-0" b 16'-B" b 757-10" b 15'-l" b 14-5" b 1;i' •1 W b 13'-4' b 12-11" h v 11M ""111Y 111101 Y% IfD Mr" VVIOGI1V: u9ylu Damian 1000 OT Im-y MI` I- Sectlone Trtbuta Load Width 'W' a Purlln Spacing - To.,31.6" 4.,01, 41.611 5.-011 51-611 6'-011 I P-6" 7, 0, 7, 4- . Allowable Hal ht 'H' I bendin 'b' or dafftecUon ' T 2" x 2" x 0.044" Hollow 5'-11" b 5'-B' b 6'-2" bi 4'-10" b 4'-7' b 1 4'-5" b 4'-3" b 41.1" h T-11" b 3'-9" b 2" x 2" x 0.055" Hollow 6'-10" b a'A" b V-11" b 5'-7" b 5'•3" b 5'-0" b*-10" b 4 i8" 11 76" b 4'-4" b 3" It 2" x 0.045" Hollow 77•2" b 6'-B" b 6'-31' b 5'-11" b 5'-7" b 6'-4" b 5'-1' b 41" b 4'-9" b 4'-7" b 3" x 2" x 0.070" Hollow 10'-11" b 1071" b 9'-5" b 6'-1 V b 0'.5" b 0'-1" b 7'-a" h F 5" b 7211 b 6'•11" b 2" x 3" x 0.045" Hollow T-9" b 7'-211 b 6'-B" b e'.b" b 7711" b 6'-8" b 5'-6" b V I b 5'- 1" b 4'-11" b 2" x 4" x 0.05011 Hallow V-8" bl 8'•11" b 6'-4' b 7'-11" b T-6" b 7'-2" b 67D" b f :F" b 6'-4" b 6'-1" b 2" x 4" x 0.046" S.M.B. 12'•B" 131 11'-D" b 11'-0" b 10'4" b 9'-10" b 61, b 8'-111, b B'T b 6' 4*' 1A 0'-0" b 2" x 5" x 0.062" Hollow 2" x 5" x 0.050" S. 13'-7" b 18'-1" 12'-7" b 14'-11" b 11'-9" b 13'-11" b 11'-1" b 13'-2 b 10'-6" b 12'-6" U 10'-0" b 11'•11" b 9'-7" b 11'-5" b 9' T b 10' I V b 8'-11" b 10'-7" h 8'-7" b 7707-2" b 2" x 6" x 0.05011 8.M-0. 2" x 21'x 0.0 " Snap 187•0' b 7'-1" h 16'.811 b Fr-b 15'-7" b 672" b 14'4" 7171 5'-9" b b 5'" 6" b 13'-4" b 5'-3- b 12'-8" b 5'-0" b 123" b 4'-101' b 11'-1D" b 77b 11'7" b 4'" 6" b 211 x 3" x 0.045" Sna 8'-7" b T-11" b 7'-5" b 71-0" b 6'-e" b 6'4" b 6'-1" b 10" b 5'-B" b 5'-5" b 21' x 4" x 0.045" Snap 10'-111 b 1 91-411 b 8'-9" b 8'-3" b 1 7-10" b T-6" b 1 7'-2" b 6',.. 0" b 6'-7' b V-5" b 3" x 3" x 0.045" Fluted 61-1011 b 4' b 5'-11" b 5'-7" b 51-4" b 5'-1" b 4'-10" 7-4 C; Fb 4'-6" b 4'-4" b 3" x 3" x 0.060" Square 8'-5' b 71.9" b 7'-3" b 6'10" b 6'-6" h 8'-3" b V-11" b 6'-I111 b 6r6" b 5'-4" b 3" x 3" x 0.09311 Square 12'-3" b 11'A" -b 101-11" b 10'-D" b 9'-61, b 01-1" b 0'-8" b 8'-i1' b 8'-0" b 3" x 3" x 0.12511 Square 17'-7" b 16'-3" b 15'-2" b 1T' b 13'-7" b 12'-11" b 12'-5" b 11 -' 1" b 11'-6., b g12',0" 4" x4" x0.125" -Square 191-0" b 1 '-7" b 16'-6" b 151-6" b 14' 0" b 14'-o" b 13'-5" h 121-: 111 b 12'-5" b Notes: 1. Above spans do not Include length of Imes brace. Add horizontal distance from uprlght to center of brace to a oam connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, 131, FL # 16644 CIVIL & STRUCTURAL I NGINEERI' NG P.O. Bow 214366, 60UH1 DL! iona. 0132121 018000ull: (3E161767-4774 r, lxw: (300)167-ease Emyll: loope01*111-1 gh,nel COPYRIGHT 2006 PAGE NOT To 09 REPROPLIC" IN WHOL). OR IN PART wl'rHOUT TliE WRITTEN PERMISSION Or LAWRENCE E. BBNNE'i 1. P.E. 3A^25 MAR-17-2008 MON 03:22 PM ACTION ALUMINUM PRODUCTS FAX NO, 4078127649 P. 03 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS 2 x 2 f10N S ON T DN T'11)N NOTES: 1. Door to be attached to structure with minimum two (2) hinges. 2, Each hinge to be attached to structure with minimum four (4) #I12 x 3/4" S.M.S.. 3. Each hinge to be attached to door with minimum three (3) #12 x 3/4" S.M.S.. 4. Bottom hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted between 10 inches and 20 inches from top of door. 6. If door location is adjacent to upright a 1" x 2" x 0.044" maybe fastened to upright with i112 x 1" S.M.S. at 12" on center and within 3" from and of upright. TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL $ STRUCTURAL ENGINEERING P.O. Box 214360. Eoolh Odytona, FI 32121 ralepnonn 4: (366) 767.4774 Fox It (106) 767-15.556 EM411: 1W.6 0dII8outh.ndt PAGe caPYRICHY 2ooe 3A,40 NOT YO BE REPRODUCED IN WI IDLE OR IN PART WITHOUT [ ME WRITTkN PERMISSION OF LAWREWE E. OI:NI, E'17, P G.