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HomeMy WebLinkAbout101 Magnolia Park Trl (3)11/13/2006 19:07 4076478686 COWORTROOM PAGE 02/02 0T&4MMft-V=dffrANUCA RECEIVED TW > retrlerlrlp: D' - ' .: . E 1 13 o NOV 2 7 2006 s.rwe NGcoSE xc S. (.i.Jp, aod Zmbw Veto of Wont: $ I aw& Tya: Ellvow Meobaaicol Phaab M— Piro SPtinl WAh= Pool0xbk& Naar Se V'm - N of AM Ad"ow;;W on a=v oaf 8e mee TMaelbnfad: Realdealial bY PoleNomRatdeatialRoploommtweanmmis" a Emu Cale, Reviled) Fb=N p/ New Caaterd* R o[Fittaa,ea M or Wtaadt SmW L d. M otGn LucaPi --to—ft- ltealdandlik N or wour Clo" Pfanbia; Re lr.. RpidmtiN CotataetetdOw"MY YW, Rmidea'dol Cotttmeahl Ind ial ceanBvetlaa 3YP _ Aar 8torla: 9 of 0wdr" th ft `_ Flood Zion I>dIHA p er? oaatera riA.e ,we,a. 1 Naa WA -720L P flaledcAdBtsc_ i?1Si u ri o-r MftoftAA s wC I-'1 Tif 1le.ae ibt yAd i fte Ltotseo ift akr. 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FAISON tYU.O INCWMMSION N 00 m717 pd* . am d fbft EXPIRES: Fobnary 23, 2W E+fwdml2t 80WNOTARY AtOW101*10ABa cm ndlpYtaa MMbttrl/ OD m". 4v E; 19 Permit Number I iauluu a liana auiun uulaalumalaluar Parcel Identification Number —. D Prepared bP3MFORT ROOMS OF FLORIDA, INC. 647 Progress Way Sanford, FL 32771 Return to: 407 / 302-4091 NOTICE OF COMMENCEMENT State of -- Countyof etMtKo1- MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06479 Pg 10461 (lpg) CLERK'S # 2006179598 RECURDL'D 11/13/2006 123413E PM RECURDIN8 FEES 16.00 RECORDED BY t holden LL TIFIED Cop% MARYANNr ti ^. — COURT' FLORIDA The undersigned hereby gives notice that improvement(s) will he made to certain real property, and in accordanc{ with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. 1. Description of property (legal description of the property, and street address if available) NOV. 5 bw l o mC NO UlL1. K6C Tt-t 1. ` s..&,e F Lr 3Z77-)-1 2. General description or tmprovemenl(s) LO-LoSr try EICc-S -r I" , 3. Owner information tLfQ-7aTelephoneNumber - (o `27 4 y j Address 1 iD I -tYki( hot M Pa r k —rra•t I Fax Number 50, fh-r• '1--(_ Interest in Property: 4. Fee Simple Title Holder (if other than the owner shown above) Name Telephone Number Address ( Fax Number 5. Contractor ,.. 40? 130 Z - 4091 Name Cc1 Mom' Telephone T`lumhcr Address (oli%tt't2•S - Fax Number 6. Surety (if any) Name Telephone Number rAddresstj ( 0L Fax Number Amount of bond $ 7. Lender (if any) Name Telephone Number Address ri Fax Number 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may he served as provided by §713.13(1)(a)7., Florida Statutes. Name ' 'lclephoneNumber 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 N 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): loltr%(o _; - Llnda ky a- Date Signed Signature of Owner [Note: cr §713.13(l)(g), "owner must sign ...and no one else may be permitted to sign in his or her stead:" Sworn to and subscribed -before me this 1. _ day of 0 el— , 20 _ by who is —Person,) nown to me OR _ •_produced.—_— as identification. „_.r••----- -- 0;!,a JUDITH H. KRAMER lfSi na fnc ofNc (no arial seal must appear below) — 4101018t11 Public: - State W Flol " 01 Cvmnc Wm Ett n 12, 21111 CWm ilivion / DD Bttt" By Nmml Ann. January 01, 2006 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS i Re: Master File Engineering One ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition unveOUR CUS Dear Building Official/Plans Examiner, - This is to certify that the following contractor/company isherebyauthorizedtousemy2004ed "ALUMINUM STRUCTURES DESIGNMANUAL" during the epublish and distribute the2006edofthey"ALUMINUMSTRUCTURES DESIGN MANUAL" they willbeauthorizedtousethatmanualfortheremainderof2006. Our authorization is based on a January to January basis requardless of theeditionofthemanual. This authorization also applies -to contractor masterfiledrawings, " ONE PERMIT ONLY" drawings or any site specificdrawingsthatImayfurnishthecontractor. Stephen Fernado CRC1328089 Comfort Rooms of FL, Inc 647 Progress Way Sanford, FL 32771 They are hereby added to my 2006 MASTERFILE LIST Should you have any estions please contact me at your convenience. Sincerely, Lawrence E Bennett, P.E: #16644 OFFICE Jeff Ryndak 101 Magnolia Park Trail Sanford, Florida 32733 f I y 8. 78 in aERMIII 4 Existing Stucco Header 2x2 Existing Stucco Column,, To 1. 00 in Ins. Coil D.L. 2x2 2x26. 19 2x2 a in K1" 60 in lx2 2. 89 8. 61 in PLANS REVIEWED CITY OF SANFORD Existing Rear Wall OuTfb A-- FCR SrDE 8'-9 1 /2" Jeff Ryndak 101 Magnolia Park Trail Sanford, Florida 32773 V Existing Stucco Header PUNS 2x2 1'-0 Ti 1 /4" 2x2 K.P. CITE' 0 Window 6'-] l 1/8" Existing Stucco 6'-1 1/4" Column 6'-5" 2x2 Kick Plate 11-81' 1x2 8'-7" REMWED F SANFORD V Jeff Ryndak 101 Magnolia Park Trail Sanford, Florida 32773 Existing Lanai 2x2 5.40JfjSjC ' " Ins. Coil Existing Stucco Column 6.91 in 6.11 in tj j 2x2 1.69 in K.P. K P2.O1 in 1.99 in 15.30 in i In 9.79 in 5. C, OQ, PLANS REVIEWED CITY OF SANFORD 0c1 Is I -b 1=-7- L,,,Wt A-5r TeFT- N bA-K r SECTION 3A SCREE:N,** ACRYLIC & VINYL ROOMS, General Motes and Specification' s: 1. The following structures are designed to be married to block and wood frame structures of adequatestructuralcapacity. The contractor / home owner shall verify that the host structure is in good conditionandofsufficientstrengthtoholdtheproposedaddition. 2. If there is a question about the host structure, the Owner (at his own expense) shall hire an architect, engineer,.or a certified home inspection company to verify host structure capacity. 3. The structures designed using this section shall be limited to a maximum projection of 16' from'the hoststructure. Freestanding structures shall be limited to the maximum spans and size limits of componentparts. Larger than these limits shall have site specific engineering. 4. The following rules apply to attachments involving mobile and manufactured homes: a. Structures to be placed adjacent to a mobile / manufactured home built prior to 1994 shall use "fourthwallconstruction" or shall provide detailed plans of the mobile / manufactured home and inspectionreportalongwithadditionplansforsitespecificreviewandsealbytheengineer. This applies to allscreen / glass rooms and*/ or structures to be attached. b. "Fourth wall construction" means the addition shall be free standing with only the roof flashing of thetwounitsbeingattached. The most common "fourth wall construction" is a post & beam frame adjacenttothemobile / manufactured home. The same span tables can be used as for the front wall beam. Forfourthwallbeamusethecarrierbeamtable. The post shall be sized according to this manual and/or asaminimumbea2" x 3" x 0.050" with an"! 8" x 2" x 0.044" knee brace at each end of the beam.. c. For mobile / manufactured homes built after 1994, structures may be attached, provided the projectfollowstheplanprovidedinthismanual. The contractor / owner shall provide verification thet thestructuralsystemofthehoststructureisadequatefortheadditiontobeattached. d. If the mobile / manufactured home manufacturer certifies in writing that the mobile home may beattachedto,. then a "fourth wall" is NOT required. 5. Section 7 contains span tables and the attachment details for pans and composite panels. 6. Screen walls between existing walls, floors, and ceilings are considered infills and shall be allowed andheightsshallbeselectedfromthesame•tables as for. other screen walls. 7. When using TEK screws in lieu of S.M.S., longer screws must be used to compensated for drill head. 8. For high velocity hurricane zones the minimum live load / applied load shall be 30 PSF. 9. All specified anchors are based on an enclosed building with a 16' projection and a 2' over hang for up to awindvelocityof120MPH. 10. Spans may be interpolated between values but not extrapolated outside values. 11. For Design Check List and Inspection Guides for Sreen, Acrylic & Vinyl Rooms, see Appendix (Section 10). 12.. When notes refer to screen rooms, they shall apply to acrylic / vinyl rooms also. COMFORT ROOMS OF FLORIDA INC. s47 ordP Tess Way L 32771 407/3Q2-409i FOW5 REVIEM ED CITY OF SANIFORD 3A'- i SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 $ 3A.1.2) LW` FOR H* UPRIGHT HEIGHT (h) / 1"x2" VARI S MIN. 3-1/2" SLAB ON GRADE OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37, 38, 314) 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 I (SEE SECTION 7 FOR DETAILS) SEE TABLES) w O.H. z SOLID ROOF / / NO MAXIMUM NELEVATIONSLABORGRADE) k--- P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH NOTES: 'P' VARIES I. ANCHOR 1" x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-,)" 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 COLUMNINTERNALLYORW/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OFCONNECTION. 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 FOLLOWINGCONVERSION: 100# 8 # o #72 #i2 PEAKS REVIEWED CITY OF SANFORD TYPICAL SCREEN ROOM SCALE: 3/16" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT / ,/ P.O. BOX 214368, SOUTM DAYTON^, FL 32121 v 9'e, TELEPHONE: (386) 767-4774 FAX: (386) 767-6558 PAGE 3A-2 © COPYRIG14T2ooa NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) H SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OFF 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 HOST STRUCTURE OR FOURTH WALL FRAME 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 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL32121 TELEPHONE: (386) 7674774 FAX: (386) 767.6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 . SCREEN, ACRYLIC & VINYL ROOMS PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING 4) #8 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 1/4" x 2-1/2" 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 5 - 10 x 10 W.W.M. OR FIBER MESH POST TO BA SECTION 3A 1" x 2" TOP RAILS FOR SIDE WALLS WITH MAX. 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SPACING AS FOLLOWS WIND ZONE MAX ---UPRIGHT 12_ 0 _ 6'-3" 50 4-11' INTERNAL OR EXTERNAL L' CLIP OR 'U' CHANNEL CHAIR RAIL ATTACHED TO POST W/ . MIN. (4) #10 S.M.S. 123 6'_1 130 5,_8 140 5'-1" 1 PLANS REVIEWED CITY OF SANFORD I x 1 OR 2 x 2 ATTACHED TO BOTTOM Vb'/ 1" x 1"x 2" x 1/16" 0.045" ANG,-E CLIPS EACH SIDE AND MIN. (4) #10 x 1/2" S.M.S. 1" x 2" x 0.0:32" MIN. OPEN BACP EXTRUSION O Q 4 - ve GIRT AND POST TO R SCALE:.3" = 1'-0" 1-1/8" MIN. IN CONCRETE VAPOR BA R UNDER CONCRETE M DETAIL 1 La rence E. Bennett, P.E. FL # 16644CIVILENGINEER - DEVELOPMENT- CONSULTANT P.O. BOX 214366, SOUTH DAYTONA, FL 32121TELEPHONE: (366) 767-4774 FAX: (366) 767-65M COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION F PAGE LA WRENCE E. BENNETT. P.E. 3A-3 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 ATTA TO FRONT PC 10 x 1-1/2" S.M.S. M FROM EACH END OF AND 24 SCREEN, ACRYLIC $ VINYL ROOMS SCALE: 3" = 1'-0" ALTERNATE CONNECTION: 2) #10 x 1-1/2" S M.S. THROUGH SPLINE GROOVES. IDE WALL HEADER TTACHED TO 1" x 2" OPEN ACK W/ MIN, (2) #10 x 1-1/2- M.S. 31DE WALL GIRT ATTACHED T x 2" OPEN BACK W/ MIN. (3) 110 x 1-1/2" S-M,S. IN SCREW BOSSES ro^"'T AND SIDE BOTTOM ATTACHED TO BETE W/ 1/4" x 2-1/4" ZETE / MASONRY RS @ 6" FROM EACH 1ND 24" O'C. MAX. AND MIN. 1" FROM EDGE OF ETE , PUNS lREVI ITY OF SA Lawrence E. Bennett, P.E. FL # 16644CIVILENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121TELEPHONE: (386) 757.4774 FAX: (388).767.855E PAGE + 3A-6 © COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E SCREEN, ACRYLIC $ VINYL ROOMS COMPOSITE -ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THFRONTAND24" O.C. AL G DES ::':: 2" x 2„ OR 'X3- HOLLOW GIRT AND CK PLATE 2„ x 2„ HOLLOW RAIL POST ATTACHED TO\ 103() TOIVI W/ MIN. (3) #" S-M.S- IN SCREWCf= 2 SECTION 3A RISER PANELS ATTACHED PERCHAPTER7 HEADE ATTACHED TO POSTW/MIN. ) #10 x 1-1/2" S.M.S. IN SCRE 'BOSSES 2"X2", 2"X3"OR311X2" HOLLOW SEE SPAN TABLES) FOR SN ATTACI. MIN. (3) SCREW 1"x2" RAIL , KuSivNS GIRT POST WITH 1/2" S.M,S.IN BACK BOTTOM x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND :4" O.C. (MAX.) TYPICAL UPRIGHT DETAIL SCALE: 3" PAINS REVIEWED CITY OF SANFOlRD'. Lawrence E. Bennett, P. C/Vlc ENGINEER- DEVELOPMENT P.E. # T 16644 P.O. BOX 214388, SOUTH pAYTONA, FL 32121TELEPHONE: (386) 767-4774 FAX: (386)767.6556COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENrF_ PAGE E. BENNETT, P.C. 3 A -7 SECTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS ALTERNATE CON ECTION: 3) #8 SCREWS PER p WITH MINIMUM EMBEDMEN INTOFASCIATHROUGHPANBED SEALANT D HEADER (SEE NINE BELOW) EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. (2) PER z ~ RAFTER OR TRUSS TAIL a ROOF PANEL 10 x 3/4".S.M.S. @'12" O.C. EXISTING FASCIA 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (t) @ RISER TOP) CAULK ALL EXPOSED ROOF PAN T FASCIA DETAIL .SCREW HEADS SC A 3" FOR MASONRY USE SEALANT 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. HEADER (SEE NOTE BELOW) FOR WOOD USE #10 x 1-1/2- S.M.S. OR WOOD SCREWS @ LU 2" O.C. EXISTING HOST STRUCTURE: z 100- ROOF PANELWOODFRAME, MASONRY OR OTHER CONSTRUCTION 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND 0", @ RISER TOP) CAULK ALL EXPOSED OOF PANEL TO WALL DETAIL SCREW HEADS SCALE: 3" = 1--0" ROOF PANELS SHALL BE AT7 CHED TO THE HEADER WITH (3) EACH #8 x 1/2" LON CORROSIONRESISTANTSHEETMETALREWSWITH1/2" WASHERS. ALL SCREW HEADS SHALL E CAULKED ORSHALLHAVENEOPRENEGSKETBETWEENTHEWASHERANDTHEPAN. PAN RIBS S ALL RECEIVE 1EACH #8 x 1/2" SCREW EA H, THE PANS MAY BE ANCHORED THROUGH BOXED PAN WIOFTHEABOVESCREWPESANDTHEABOVESPECIFIEDRISERSCREW. #8 x 9/16-' TEK. CREWS AREALLOWEDASASUBSTITTE-FOR #8 x 1/2" S.M.S: ( 3) EACH #8(x)1" Lawrence E. Bennett, P.E. FL* 16644CIVILENGWEER-OEVELOp ih!7CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121TELEPHONE, (366) 767.4774 FAX. (368) 767.WW PAGE 7-2 m COPYRIGHT 2W4 NOT TO BE REPROOUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SECTION 7 SOLID ROOFPANEL PRODUCTS 0.024" x 12" ALUMINUM BRK MTL RIDGE CAP #10 x 4" S.M. / 1/4 x 1-1/2" S.S. NEOP NE WASHER @ VARIABLE 8" O.C. IGHT RIDGE BEA XTRUSION S LANT 8 x 9/16" TEK S(AEW @ g,, O.C. ROOF P I I EL CAULK ALL EXPOSED SCREW I I HEADS AND WASHERS 1/8" x 3" x 3" POST OR SIMILAR 3) 1/4"!?1 THRU-BOLTS (TYP.) I I I 8 x 9/16" TEK SCREW @ 6" O-C- BOTH SIDES PANEL ROOF T RID E BEAM POST DETAIL 0.024" X 12" ALUMINUM BRK LE: 3" = 1'-0" MTL RIDGE CAP 10 x 4" S.M.S. W/ 1/4 x 1-1/2" VARIABLE HEIGHT RIDGE NEOPRENE WASHER @ 8" O.C. BEAM EXTRUSION ... :: ; ::.:.:. :. SEALANT 8 x 9/16" TEK SCREW @ 8" O.C. ROOF PANEL CAULK ALL EXPOSED SCREW 2" x _. -SELF MATING BEAM HEADS AND WASHERS 5 REBAR IMBEDDED IN OF CONCRETE COLUMN OTH3 PA n• . -4. °. TO RIDGE BEAM Cal CC SCALE: 3" = 1'-0" 1/8" WELDED PLATE SADDLE W/ (2) 114" THRU-BOLTS Lawrence E. Bennett, P.E. FL # 16644 J CIVIL ENGINEER, DEVE•LOPAWNT CONSULTANT P.O. BOX 214388• SOUTH DAYTONA, FL 32121TELEPHONE: (388) 7"-4774 FAX: (388) 787.8558 PAGE 7-22 ® COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF L4WRENCE E. BENNETT P.E. 0 SCREEN, ACRYLIC $ VINYL ROOMS Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow ExtrusioFor3ForScreenorVinylRooms ns second wind n.... r tot eve orate. Add horizontal distance firm upright to center of brace to beamconnectiontotheabovespansfortotalbeamspans. ns2. Spamay be interpolated. w SECTION 3A pLANS. REVIEWED. CITY OF SAM FORD Lawrence E. Bennett, P:E. FL # 16644 CIVILENGINEER -DEVELOPMENT C7NSULTANT P. O. BOX 214366, SOUTH DAYTONA, FL 32121 TELEPHONE: Me) 767-4774 FAX: (3se) 767.6&% 10 COPYRIGHT2004NOTTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, p,E, PAGE 3A- 11 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS T le 3A.1.4-110- Allowable Spans for Ridge Beams with Self Mating BeamsforScreen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocf ty; using desi load of 11 #/SFSelfMat59Sections8'-0.. Trlbuta Load Width 'yy' = purlln 5 cin 8.-0.. 9'-0" 101-0.. 11'-0" 1Y'-0.. 2" x 4" x D.044 100" Allowable S an 'L' / bendin b 2" x 5" x 0.050" x 100" 14 -6" d 13'-0" b 12'-6" b 11'-8" deflection 'd' 17'-11" b 11'-p" bd16'-8" b 15'-5" 10'-5" b 9'-11" b F'-6" 2" x 8" x 0.050" x 0- " 21'-0" b 13, b b12'-11" b 12'4" d 79'-3" b 17'-10" b 16'-8" 2" x 7" x 0.055" x 0.120 23'-9" b b 21'-9" b 20'-1" b 18% 1 1" b 7 T-9" b0.055" W/ insert 8'-11" b 16'-10" b 18'-0^ b ,- 0" d 27'-3" d 25'-11" d 24'-9" 0.072" x 0.224" ^ 2T-7" b 22'-5" d b 21-4" b 2t)'-5" 2T-11' d 25'-11" b 24'-4" b 22'-11" b r 2" x 9" x 0.072" x 0.224.. b20" b21'-9" b2" x 9" x 0.082" x 0:310" 33'-9" d. 24'-10" b 23'-7, b 22'-6" b 2 =6"" 3 -9" d 30'-2" d 281- p tl0.092" x 0.308" 40'-7" 27'-3" b 25'-10" b 38'-3" d 36'-4 b 24'-8" bNotes: d 3 -9" d 32'-9"' b 1. Tables assume extrusion oriented with I2. Spans may be interpolated. 9er extrusion dlmen on parallel to applied load. Table 3A.1.4-120 Allowable Spans for i e Beams with Self Mating BeamsforScreen, Acrylic r Vin Rooms For 3 second wind ust at 12 MPH velocity; using design load of 13 #/SF Self Mating Sections 1 Tributary ad W1dth 'W' = Puriin Spacing 0.. y.-0.. 10'-0" 11'-0" 2" x 4" x 0.044 x 0.100" Allowable S n 'L . , 12'-0" 13'-7" b 72- bendln b ordeflection 'd' 2" x 5" x 0:050" x 0.100,, 18' b 11'-6" b 10'-9" 10'-1" b W-7" 2" x 6" x 0.050" 0.120" b 15' b 14'-2" b 1 T-T b 9'"2" b 8`3" b bx19'-6 b 17-9" 12'-6" b 11'-11" b 11'-4" b16'-5" 2" x 7" x 0.085" x.0.120" 21'-17" -6" b 13'-9" 2" x 7" x 0:05B" w! Insect 27'-6" b 1 '-11" b .18'-6" b 17'" .b 18 b 13'-1" b 12'• 7" b b15'-6 b 14'-9" b 14'.2" b d 5'-9 d 24 =6" d 23'-0" b 21'-8" 2" x B" x 0.072" x 0.224" : 28'-1" d b 20'-7" 25'-10" b 23'-11" b b 19'-8" 2" x 9" x 0:072" x 0.224" " 22'-4" b b 18=10" b 30'-8 b 27'-11" 21-1" 19' b b25'-11" b 19'-1" b 181•3" 2" x 8" x 0.082" x.0.31D" 31'-11 • • 24'-3" b 22'-10" b 21'-8" b 20'-8" b 19 =9• b 2" x 10" x 0:092" x 0.369" 38'-5" 30'- 1" d 28'-5,' b 26'-7" b 25'-1" b '-9" dNotes: 36 2 d 34'-2 b 31--11" " b 30'-2" b b b 2b27'-3" b 28'-1" b 1. Tables assume extrusion orient with longer extrusion dimension 2. Spans may be interpolated. ' parallel to applied load. Lawrence E. BennettP.E. 0"t6644ENOrNEER . DE OPMENrr FL T P.O. BOXELEPH. SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 707.4774 FAX: (388) 787.85.,8 PACE 3A" 22 © COPYRIGHT20% NOT TO BE REPRODUGEO IN WHOLE OR IN PgRT WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. eENNETT , I .E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header SpansforScreen, Acrylic or Vinyl RoomsAluminum For 3 second w nd Alloy ust t110 MPH velocity; using -design loadd of 11 #/SF Sections „ Tributary Load Width 'VI/' = Purlin Spa S,-6,. 8,. 2" x 2" x 0.044" Hollow 9'-5" b 8'.9• , p Allowable Height 'H' / bending 'b' or defle2" - ".. -- - ---- -. _.. d' I Z.. x 4" x 0.01 .. For 3 second wlnd Sna y o 11'-5" b 11'.g„ - - , - D 7 _7" b 2 b 9 bb16'-3" b 1 14'.4" b 13'-7" 7 -4" b 9'-5" b9`5' b 12-11„' b 12'-5" gust at 120 MPH veloci ty; usin design load of 13 #/SF 1b11'-11" b b 1 Sections Tributa Load Width 'W' = purlin S acln 2'x2 x0.044 " Hollow 8'-8" Allowable Hei ht 'H' / bendln 'b' 8.. 7' 2" x 2" x 0.065" Hollow b gty 8'-0" b or deflectlon'd' 7"1 b 7'-1" b g. 8" b 6'-5" S" x 2" x 0:045" Hollow b 10'-5" b 9'_r, b8 -2'" b T-9" b 7' q• 6'-1" b b 6'-11" b 6'-8" 5'-11" b 5'-8" b 5' 3" X 2" x 0:070" Hollow 12'-1 d b bb8'-6" b 8'-0" b 7'-8" b 6'-5" b 6'-2" b 5'- 2" x 3" x 0.045" Hollow 12'-10" b 11'-5" b 10'-8 7'-0" b10'-8" b 10'-1~ b 7'-1" b 6'-10' b 6' 2" x 4" x 0:050" Hopovv 14'-11" b i 1'-11" b 13'-10" 8'-9" b11'-2" b 10'-6" b 9'-11" b y." b 9'-1" 8'-5n b 8'-1" b 7'- 2" x 4" x 0:046 0.050" g, M:B. 17-6 • b b12.11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b. 15'-2" b 14'-4 " 8'-9 b 1 p-9- b 2" x 8" x 0.050" S:M.B. S.M.B. 21'-6" b 23'-11" 20'-1" b ,- " 13'-7" b 12 11 6 12' 2" x 2" x 0.044" Sna b 10'44" b 22 -2" b 20'-9" b 2" x 3" x 0.045" Sna 13'1 b 9,-7„ 811112" x 4" x 0:045" Sna 12'-3" b 14-11 bNotes: 14'-0" b 13'-2" b 12'-8" b 11'-11 'b 11'-5" b1. Above spens.do not include length of knee 10'1 b 10'-< above spans for total 2. beam spans. brace. Add horizontal distance from upright toSpansmaybeInterpolated, center of brace to beam gyp.- 7• necdon to the b N CITY OF SAW FLawrence E. Bennett, P:E. FL # 16644V/L ENQINEER • DEVELt t' P CONSUL77q/vT.O. BOX 2143E8, SOUTH DAYTONA, FL 32121TELEPHONE: (388) 767-4774 FAX: (366) 767.6566 PAGE COPYRIGHT20043A"24 _ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. F.E. Wind Region' Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass. & Modular Roo Enclosed Overhang / Cantilever Roofs . 1&2 span 3 span 4 span 182 span 3 span 4 span 1&2 span. 3. span 4. span 0 MPH 14'-5" 17'-10" 18'-2" 13'-7" 16'-9" 17'-7" 11'-1" 14'- ' 14'-5" 4'-0" 1 MPH 13'-11" 17'-10" 18'-2" 12'-7" 15'-7" 15'-11" 1Fi 1 " 13'-7" 3'-11" 120 PH 13'-3" 16'-4" 17'-7" 11'-8" 14'-11" 15'-3" 9'-9" 12'-6" 12'-9" 3'-9" 123 M H 13'-0". 16'-l" 16'-5" 11.'-6" 14'-8" 14'.11" 9'-8" 12'-4" 12'-6" 31-8" 130 MPR 12'-7" 15'-7" 15'-11" 11'-1" 14'-2" 14'-5" 1 9' 1 V-6" 11'-9" 3'-6" . 140 MPH 0'-0" 12'4" 12'-7" 10'-0" 12'-4" 12'-7" 1 9910" 10'-11" 1 11'-2" 3'-4" 150 MPH 1 '-0" 12'-4" 12'-7" 10'-0" 1274" 12'-7" 8'-5" 10'-5" 1 10'-8" 3'-2" 111I3" x 12" x 0.030" or 5 Rib Riser Panels I Wind Region Open tructures Mono-Slbped Roof Screen Room Attached C ors Glass & Modular Rooms Enclosed Overhang I Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 sp 4 span 1&2 span 3 span 4 span 100 MPH 15'-7" 19'-3" 1-8" 14'-B" 1 -8" 19'-l" l2'-5" 15'-4" 15'-7" 4'-0" 110 MPH 15'-l" 19'-3" 1 13'-7" 7'-8" 18'-0" 11'-2" 14'-5" 14'4- 4'-0" 120 MPH 14'-3" 18'-B" 19'- 13'-1" 16'-2" 16'-6" 10'-7" 13'-6" 13'-9" 4'-0" 123 MPH 14'-1" 18'-2" 18'-7" 15'-10" 16'-2" 10'-5" 13'-3" 13'-7" 3'-11" 130 MPH 13'-7" 16'-10" 17'-7"15'-4" 15'-7" 10'-1" 12'-10" 13'-1" 3'-10" 140 MPH 10'-10" 13'-4" 13'-8" K2'-" 13'-4" 13'8" 9'-7" 11'-10" 12'-6" 3'-7" 150 MPH 10'-10" 13'-4" 1,T-8" 13'-4" 13'-8" 9'-1" 11'.3" 11'-6" 3" x 12" x 0.050" 2 or 5 Rib Rise/Panels \ Wind Region Open Structur Mono -Sloped oof Scree Rooms Attache Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 spa 4 span 1&2 span 3 span 4 an 1&2 span 3 span 4 span 100 MPH 18'-3" 22' " 22'-11" 17'-8" 21'-10" 22'- 14'-5" 18'-6" 18'-10" 4'-0" 110 MPH 18'-3" 6" 22'-11" 15'-11" 20'-7" 21'.0" 13-7" 17'-7" 17'-11" 4'-0" 120 MPH 17'-8" 1 22'-3" 15'-3" 19'-8" 20'-1" 9" 15'-9" 16'-1" 4'-0- 123 MPH 16'-5" 21'-3" 21'-8" 15'-0" 19'-3" 19'-8" 121- " 15'-6" 15'-10" 4'-0" 130 MPH 15'- " 20'-l" 20'-6" 14'-5" 18'-6" 18'-10" 11'-9" Ill4'-11" 15'-3" 4'-0" 140 MPH 1 -8" 15'-7" 15'-11" 12'-B" 15'-7" 15'-11" 11'-2" 4" 14'-7" 4'-0" 150 MPH 2'-8" 15'-7" 15'-11" 12'-B" 15'-7" 15'-1l" 10'-8" 13' 13'-11" 4'-0" w 1 Palm, w,uu, = vvn, w,uln T Wall WIOIn + overnang. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 2143.65, SOUTH DAYTONA, FL 32121 TELEPHONE: (385) 767-4774 FAX: (386) 767-6555 NOTTp BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, p.E, 1 PAGE 7.29 I M SECTION 7 SOLID ROOFPANEL PRODUCTS Table 7.1.6 Allowable Spans for Industry Standard Composite Roof PaneforVariousLoads Is Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density Foam3. x 48" x 0,024" Panels d MOpen Structures Screen Rooms ono -Sloped Roof Glass & Modular Rooms Regi1&2 & Attached Covers Overha 3 4 1&2 3 Enclosed Cantile In unu span spa^ an span snnn _ 4 _ 1&2 3 4 AIV 3" x 48" x 0.030" Panels "- I 8'-8" 2'-10" Open Structure Screen Rooms WindMono -Sloped Roo Glass & odular Rooms Attached3 Covers Region1&2 Overhang 1 3 nciosed 41&2 4 Cantilever 3 4 100 MPH span span span span span -pan s ^ panspan span 20'f" 22--11- 22'-2" 1 '-6" All . Roofs 221'-l" 4'-6" 16'-2" 15-8' 110MPH20'-6" 22'-11" 22'-2" 17'-. " 4'-0" 3„ 14-9" 14'-3" 120MPH19'-6" 21'-10" 21,-1„ 15'-9" 98'-8" 18'-1' 11' 123MPH18'-9" 21,-0„ 20'_4„ 15'-4„ 18'-2" 17' „ 5 13'-5' 13'-0" 4'-0" 11'- 2" . 13'-1 12'-8" 130MPH16'-9" 19'-4" 18'-9" 14'-6" 4'-0" 2, 140MPH11'-10" 1 T-3" 12'-9" 11'-10" 13 » -8 10'-8" 12'-5" 11'-6" 4'-0' 150 MPH 11'-10" 13'-3" 12'-91, 11' - 9'- 11" 11'-1y 10'-8" 4'-1^ 4" x 48" x 0.024" Panels 12" 9'-2" 10'-3 Struct5cre Room Glass & Modular Rooms Wind Openloped Roof Mono -SlopedRoof & Overhang / Att hedCoverRegion1&2 3 4 182 Enclosed Cantilever span spa^ span spa 53 4 1&2 3 4 span span span span 100 MPH20'-0" All 22'" 21'- 7" 1 1" 21'-4" 20,_7„ 1 ,- » ,- 2 15 10" 15'-3" 110 MPH20'-0" 22'-4" Roofs 4'- 0" 21'-7" 7,-0., 19,_7» 120 MPH19'-1" 21'-q" 20'-7" 15'-4" 4'-0" 18'-3" 17'-8" 11'-2' 13'-2" 12'$" 123 MPH18'" 20' 6" 19'-1 14'-11" 4 » 17'-9" 16'-2" 10'--2" _ „ 0" 12'- 4 130 MPH16'-4" 18'-11" 1 ' 3" 14'-2" 15'-10" 4-0" 15'-3" 10'-5" 11 a 11'-3" 140 MPH11'-7" 12-11" '.6,, 11'-7" 12'-11" 12'-0» 9'-8" 10'-9' . 10'-5" 150 MPH11'-7" 12'-11" 12'-6" 11'-7" 12'-11" 4'-0" 12'-6" 4" x 48" x 0.030" Panels 81-11" 10'-0" 9'-8" 3'-3" Open S ucturo Screen Rooms Glass & Modular Roo Wind Mono- o d Roof Overhang / Region 182 & Attached Covers Enclosed 3 49823Cantileverspan spa^ span span 4 1& 2 3 4 p Allspan spanspanspanspan100MPH23'-1" 25'-10" 24'-11" 22'-0" 24'-7" Roofs 23._9» 16,-4^ - 110 MPH23'- ^ 25'-10" 24'-11" 20',3" 19-3" 18 7 1 22- 8" q':0" M H . 2 24'-7" 23'-9' 18'-10" 21'-1" 20-4 2a. 1" 14'-11" 17'-10" 16'-1" 13,_7» 123 MPH2 '•2" 4.0" 23'-8" 22'-10" 18'-4" 15'-2" 14'-8" 130 MPH'. 9'-6" 21'-10" 21'_1„ „ 20_'6 19'-9" 13'-3" 14'-9" 14'-3" 140 MPH13'-4" 14'-11" 13'-4" 14' 11" 18'-7" 12'-6" 14'-0" 13'-0" 150 MPH14-5" 4'-0" 4'-0" \ 13'-4" 14'-11" ,_ 11'-2" 13'-1" 12C8" Note: Total roof q'-p• panel width = room width +Wall width +overhang Lawrence E. Bennett, P. E, FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 274308. SOUTH DAYTONA, FL 32121 TELEPHONE: (us) 7674774 FAX: (386) 787.6556 PAGE 7 32 © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, p•E, SCREEN ENCLOSURE MEMBER BY OTHERS CAULK BETWEEN \ WINDOW FLANGE 8 SCREEN (."( ENCLOSURE S INSTALLATION SCREW ANCHOR I CAULK PERJMETER OPENING WINDOW FRAME HEAD wf ----TSCREENTRACK EXTERIOR WINDOW FRAME SILL vd SCREEN TRACK CAULK PERIMETER OPENING BINSTALLATION SCREW ANCHOR CAULK BETWEEN WINDOW FIANCE SCREEN ENCLOSURE SCREEN ENCLOSURE MEMBER BY OTHERS SCREEN ENCLOSURE MEMBER BY OTHERS MAX SHIM ],25 SPACE AW-Dff.V—ADTH LU SCREEN 125 MAX. SHIM ENCLOSURE SPACE _MEMBER 125 MAX. SHIM , L SPACE CAULK oot NEG J TOR YWINDJAMDO FRAME 3 SCREEN WINDOW FRAME— SCRTRACK ENCLOSURE # B INSTALLATION JAMB CAULK BETWEEN SCREENTRACK V WINDOW FLANGE SCREW ANCHOR SECTION B - B # B INSTALLATION & SCREEN SCREW ANCHOR SURE WINDOW WIDTH CAUIX A ERIMETER OPENING NOTES: WINDOW 1) WINDOW FRAME AND VENT MATERIAL SHALL 3EALUMINUM HEIGHT- BiB WINDOW ALLOY6DS3. HEIGHT 2) INSTALLATION ANCHORS, #8 SCREWS, MUST BE SPACED 6' MAX. FROM CORNERS AND SPACED 2D-1/2' O.C. MAX• 3) CAULK BEHIND FLANGE WITH LATEX CAULK, APPLICATION OF LATEX CAULK MUST COMPLY WITH SEALANT MANUFACTURERS RECOMMENDATIONS. 4) WINDOW VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER SECTION 20023 OF THE FLORIDA BUILDING CODE. 1 A5) AN hPPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO CONTROL GALVANIC CORiiOSION. EXTERIOR ELEVATION125MAX. SHIM SPACE II WINDOW CRAFTSMEN, INC. SARASOTA, FLORIDA nnc 2 TRACK ACRYLIC NORIZ SLIDER WINDBREAK SECTION A - A ISM INSTALLATION DETAILS IN ALUMINUM olAlt RAE A}RYOC ----- MLO3 2 RE FL J. R # 479, PE srJll>: NTS 0m m FL REG47946 ----- WC—OBL 1` 0,— (79 : 29 R I CHARD J . ZULLO D.D.S. . SURVEY 28190 P.01 tiJFR DESCRIPTION''; (AS FURNISHED) 0 43 MAGNOLIA ASRECRUEDINPLATBOOK (33, PAGESo54159 OF THE PuBACKRECORD S OF SEMINOLE COUNTY, FLORIDA A- 90'00'00" L= 39.27' NOTE: THE FINISHED FLOOR ELEVATION OF THIS R=25.;00' STRUCTURE MEETS OR EXCEEDS THE THECB-N44'32'13"W CITY OFQSANFORD CODE CHAPTERN TH 6, SEC. 6-7(A), C= 35.36' PINE OAK IiArlIc °cn I TRAILl) 15P01TRACT°A` WAY 30 :CENTERLINE OF NM8'3213'w MONT OF WAY'"'--l PI I i 90. 62' N ` log i 4 I In 10' VTMUVY'EASEMENT ^T,, Y''• '„+' 1'. III Li \% iJ $ I 1L1bI91FPry \ . STORY r CONCRETE Bloch c4 ° I 4 pF— b RAUE C1116 ..' I m Ion KN J ELEVAnoN z s t. ° I IX v d rY F ., r.' ,,' V I CL UP I lti i N89'32 sa93z'13_E 13 W I106 9S.00' z 115.' 43' (P) I .1 Qj < J{/ a 11515. 7'(CALC +; I LOT' 142 I FLAWS tE'I IBIVED ' OR THE BENEFIT AND I CIS: ® S XCLUSIVEUSEOF: AN AIr ROR® IEUTYEOFNATIONARID TLE MSURANCECOMPANYOF NEW PORK I PHI MORTGAGE COMPANY, INC. DOTE: ALL D) RECTIONS AND DISTANCES HAVEFEN 1,D VE131FIEDANDANYLEGENDICONSIISTENCSHAVE SEEN NOTED ON THE ® T•MD al) (0N NT r CAP L8 IaJD3 (OT- D3^06) URVEY. IF ANY. RVA.DING SETDACK IMF. Q LS I+s,I (07-03-06) FND NAIL AND DISC CENTERLINE PROPERTY CORNERS SHOWN HEREON WERE _ FIGHT IV WAY LINE ® SCT 1/Y IRON ROD AND CAP T/FOUND ON07-03-06, UNLESS OTHERWISE ?1?-s EXISTING ELEVATION Ls #491 (07-03-06) IUWN, A/CAIR CONDITIONER o OLNOTES OILTA ANOLC I'4," CONCRE IE (>) PER PLAY Tl•IE SURVCYOR HAS NOT ABSTRAMID THE: PC DENOTES PANT OF CURYAIuRE W0 SHOWN HEREON FOR EASEMENT$, RIGHT OF' C CHORD LENOTH PCC POINT OF COMPOUND CURVE AY, RESTRICTIONS OF RCCORD WHICH MAY CO CHORD ONUR TE HINrBLrXPCP p€RMANENT CON TROT POMIT 8W CONCR IEBLOCKWALLPIDLNOTCCPOINTDFMITFRSECTIONFEC7THEIIiI,F, UR USE OF THE IpND cNA CORNEERR NOT ACCESSIBLY PK PARKER KALON CPa CONCRpkTE PLAD9 POC POINT ON CURVE NO IINI)4' R/^.IiUU.lI IMAFr>,q ..r,.,Te .•, ..r nrrN ice..~. L8*cIpP WALK POI P17MT ON IINI' o....: ,• PPr,E vrrrvAf' P , r I w:.«•..,L-,. k:.... P` ..:r.:,-- 9 Y4.IJ,pyifl./i l• I