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HomeMy WebLinkAbout119 Belgian WayRECEIVED f 2 CITY OF SANFORD PERMIT APPLICATION` AUG 1 7 2006 Permit # : (Y r, Date: /� Date: Job Address: 119 ,3114/Li,�l L!%QU '�.t�'�Yt leI - 61 .32:74 -- —_— Description of Work: /2 pawm [.d%* iiUalalld z9of Historic District: Zoning: Value of Work: S 7915 o Permit Type: Building Electrical Mechanical _ Plumbing Fire Sprinkler/Alarm _ Pool— Electrical: ool_Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole _ Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures _ Replacement New (Duct Layout & Energy Calc. Requires!) # of Water& Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial . Occupancy Type: Residential 40010cornmercial Industria] Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form require i for other than X) Parcel#:1 S' /�/ /(Attacc�hProof ofOwnership &�Legal Owners Name & Address: + a U< die C� 61N�'G IIG 114, S-11,1 4 0 W Phone: _ NU> " 3LL - (9(/4/'r 'r�/0/51(1r'yContractor Name &Address: Ms IL -d #/. 3 ;z 02%i&_p, A�z State License Numb/CUH Phone & Fax: tW'%WcontactPerson: nek Phone: 40 -6. P EST Bonding Company: Address: Mortgage Lender: Addreis: Architect/Engineer: Address: �f Phone: 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 pi for 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 3 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 pui)lic records of this county, and there be additional permits required from other governmental entities such as water management districts, ts, state agencies, or federal agencies. Acceptance of perm' is rfication that I will notify e o r of the property cif the requirements of Florida Lien LawU71 j k ,,-I, C& 8 �fl -b� 77, 6 Signature of Owner/Agent Date Signature of ntra A ent Date �Co 041/!� A- //h Co;r tits'C (� R ) �l PiV'(i' &La PrintOwne Agent's N e Print Contractor/Age is Name uZ 01/0 �G pile Signature of ' ty-State of Florida Date Signature c f N -State of Florida udie Owner/Agent is fi Known to a or Contractor/Agent is Pe�r'sonally Known to Me or Produced ID /a _Produced ID L��/APPLICATION APPROVEZoning: N d' .3a'0(oUtilities: /� FD: (Initia & Date) �nitial & Date) (Initial & Date) (Initial & Date) Special Conditions: if Q X50 tV/,4/nrJ '/o h.cµc ��/0� THIS INSTRUMENT PREPARED BY: /VRO NAME: &D.t'I CrJ�zs,ucon�o, ADDRESS: /D/5/ of✓.e i• SEAMNIOiE COUNUY I4. State of Florida Permit No. NOTICE OF COMMENCEMENT Building & Fire Inspection. - 110 1 nspection:1101 East 1 st Stree Sanford, FL 32771 County of Seminole Tax Folio No. (PID) /,?20 The undersigned hereby gives notice that improvement 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. DESCRIPTION OF PROPERTY (Legal description of the property and street address) //1Go/ZS i c irJCJ �3 �o ;;e:5s` l-7 -257 CERTIFIED COwf,, GENERAL DE,SSCCR,QIQpPjTy�IONOF IMPROVEMENTMARY &am L;;es blisa-/Ake-Y Q/0CLERK. C SEMIRM BY l At OWNER INFORMATION Name and address -b 6- 0 I'69 141 If (f 07 //q 2311d.1d Interest in roperty (Fe Simple, Partnership, etc.) NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER. (IF OTHER THAN OWNER) CONTRACTOR Name and address SURETY. (Bonding Company) I IN 111110 11111111111 All 1111111111111 Ill If ill! If 111 h ill I IN Name and address Amount of Bond _ SEMINOLE COUNTY BK 06374 Pg 03091 Qpg) LENDER. Lt_ERKI S # 200613.3291 Name and address RECORDED 08/17/006 10:01:R) AM RECORDING FEES 17.00 Persons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: Name and address Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as ?rovided by Section 713.13(1)(a)7.,Florida Statutes: '-Jame and address: h addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as 3rovided in Section 713.13(1)(b), Florida Statutes. k############*##IAF#####################Ik##########################*#####################k####### Expiration Date of Notice of Commencement The expiration date is 1 year from date of recording unles different date is specified.) p ,1 Signature of Owner iworn to and subscribed before me this ' Day of - r,2 My CommiSSign�Expire�s:v rI, Bridgette M Sandi /ftf21� /` ��6� My Commission DD297111 lotary Public 6--_ �� % I ?Ai it -YPres March 07 2008 The foregoing instrtunent was acknowledged before me this 1 day of �,', ,, rE A by Dav-d loe6fmlc/t (Name of person acknowledged), who is personally known to me or who has iroduced / ;��G(� 5 1 f- (,, l . I 1 ind oath. (Type of identification), as identification and who did/did not take Limited Power Of Attorney Date 8-16-06 I herby name and appoint Mary Eden of Eden Construction Cori To be my lawful attorney in fact to act for me and apply to City of Sanford Building Dept. For a Building� permit for work to be performed at location described as: Parcel Id# 18-20-31-505-0000-0110 McCormick Lot 11 Bakers Crossing PH 1 PB 60 PGS 27-29 Job Name and Address David McCormick 119 Belgian Way Sanford FL. 32771 Owner of Property and Address and to sign my name and do all things necessary to this appointment Richard Eden CGC060047 Type or Print Name of Certified Cgptract japd Lic.# Signature The foregoing instrument was ackn ledged before me this.,44 - _Day of.� 204 By �' i6c.�iR who is personally known to me d/ has produced �`5V % �� '3U� as identification and who did(did not) take an oath (Seal) .01 ►h Bridgette M Sandi QYMy Commission DD297111 ,j Expires March 07 2008 BOUNDAR SURVEY a O 1• 30' ORAPWC SCAL.f' .5 f5 30 IiOT 1:•3 Cr) io Cv 0 rn 0 6m'N'C cru SET _ REIM S 80*06'46" 1 10.14' 1091 t' /a om e e re • f so' � _ .TAS .. �:� � •,�'• "A. • a : R=27.00 a Ir �~ L=38.03' =Y- • s� 000c -1.0 -UrT C - 2.1 17.7.. n I SET ` 5 1.3'CC :{ FFICE A/C PAD I Lj TWO STORY C.B. do W.F., : ix RESIDENCE 40.1'_j 1*7 A I NS REVIEWED OPY, 4F SANFORr RID /4 R&C CAN'T READ S 89'39'30" E 65.00' 119 BELGIAN WAY SANFORD, FL 32773 RM 0001Dm0001DO0000 SUBJECT TO ANY EASEMENTS ANO'OR RESTRICTIONS OF RECORD. ABUTTING PROPERTIES DEEDS HAVE NOT BEEN RESEARCHED FOR GAPS. 14ATLIS APDJOR OVERLAPS. BUILDING TIES ARE NOT TO BE USED TO RECONSTRUCT PROPERTY LINES. FENCE OWNERSHIP IS NOT DETERMINED. RLS 11~ R:04-11-0102 CLIENT # WCF04/210 FIELD DATE: 11-4-04 CAOD TECH.: BSC [Tt APPROVED: JPI �ot 11, BAKERS CROSSING PHASE 1, according to the Plat thereof, SCALE: 1'=30' as recorded in Plat Boor. 60, Page(s) 27-29, Public Records of Seminole County, Florida. (above described Property lies in Section 18, Township 20 South, Range 31 East) BASIS CIF BEARINGS: BEARING SHOWN HEREON ARE ASSUMED AND BASED UPON THE SOUTH LINE OF LOT 11, AS BEING S 89,39'30"E. PER PLAT L1sT OF POSSIBLE_ Ell ;ROACHMENTS- SURVEYOR INFORMATION: COORDINATED BY: PREPARED FOR: PREPARED FOR: Ireland Surveying, Inc, RESIDENTIAL e0o f Brick 'ourt LAND SERVICES, INC. ISSEC V RITY r f Sutif> y KMIRWRMZ ter ' c'ue , .i'lor•r,d¢ 621 24TH AVENUE S.W. TLE P A X T N E R S iYira 32,792 NORMAN, OKLAHOMA 730693 Office -407.6 1'8.3366 FAX: (405) 701-1027 A E A[ T y Fax -407.6 �-f 1, 6678 PHONE: (405) 701-1100 E-LWL: tr6Iww*uA1'6Yin9A=m WWW.RLSNOW.COM SURVEYOR'S CEERTIFICAT SURVEYOR FILE NUMBER_ FJ__51484.04_ PM 1Mo-w ` " I HEREBY CERTIFY THAT THE SURVEY REPRESENTED HEREON MEETS TIO 11w wE CERTIFIED TO: (N5 ren F _ra = THE MAINIYI�N TECHNICIAL STANDARDS FOR LAND SURVEYS IN E tlLL R - MIc FLORIDA AS SET FORTH IN CHAPTER 610 17$, FLORIDA ADI/IISTRATIVE First American Title IITSurance Company &M Ao�r �,�r mr—Wells CODES, PURSUANT TO CHAPTER 472.027, FLORIDA STATUTES. Fargo Bank W - to S°r SecLlrity First Title Purtne'i David McCOrmk* _W3 . _ -_ dila -nom- of a JDr► 1�-M � 1!Q 1.'0DS r — Tl r0N uT>E uauuRee ATOANCERGR0LW JNOEJtOROtIDID UIIJTY �NSTALL. L I.mr—AIAEMS. FOINCATIONS ANDIOR' neR IMM13ROLM/ _ L li ■ = • FOR 1/ THE N%C\ SPi TLwE wERE ND` I=ATEJ Sy TF-! SOIaET. • firX»� +�, I" d ~1ii56P.7 '1 JYLt::S NOTED pR OEPIOTED OTnLRwINL.ALL PROrkNr, CORNA9SFgwNINVE•n150RLIR1EVHPICATION FLAisjuE jFUH:w0w TIONALPtRPOSESONLY) J P. IRELAND PLS4 \DATED: 11-4-04 4. TIE PJRPOSEOF THIS SURVEY 15 fOR Rik Y10/'AVNRG TtILE Ila,1NA,CEANDFkNRC.N ANDS,IDULD OTSEuS 10R SLS,IECT PROPERTY SiDWN HEREON APPEARS TO BE LOCATED WFLOOD OF YA:NNAL FLOODING PER F -LRM- (FLOW INSURANCE SURVEY IS NOT VALID WITHOUT AN AUTHENTICATED ELECTRONIC CONS rRucT.ONFANWO5E5. ET 16 NOT VM1D c0R ANY CTIER' RNISACTION AFTER V 20r1E,x AREA - RATE MAP)12117 c, PANEL NLMBER OM5 E. LAST REVrsION DATE4tt-9D. SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. SSWc1 DA'S rRo. Tm LATEST OATS SMO .1t uo . TMS SLRVEYING COMPANY AND SIGNING SURVEYOR MAKE ND GUARANTEES AS TO THE ACCURACY OF THE ABOVE INFORMATION THIS SURVEY IS PREPARED FOR- eE ExCLIISIYE L6E TME LOCAL F.E.NA AGENT SHgLLD BE CONTACTED FOR VERIFICATION.��REI."10N� �� REVISION FOR ALL INQUIRIES CONTACT: RESIDENTIAL LANDLLABIUTY AND BENEFIT OF THE PARTIES LISTED HEREOHL TO THIRD PARTIES MAY NOT BE SERVICE$, INC. AT (405) 701-1100 arm TRANSFERREDORASEIGNED.___ SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) SCALE: N.T.S. HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL 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, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH BEAM/HEADER (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL ANCHOR 1" x 2" PLATE TO SCREW SYSTEMS CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH MIN. (3) #10 x 1 1/2" S.M.S. POST AND 24" O.C. MAX. INTO SCREW BOSS MIN. 3-1/2" SLAB 2500 PSI 1" x 2" EXTRUSION CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH a ' 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4"x 2-1/4"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. 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCALE: 3" = 1'-0" HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. @ EACH POST 1 x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 PUNS REVIEWED CIVIL ENGINEER- DEVELOPMENT CONSULTANT � S>�®� P.O. BOX 214368, SOUTH DAYTONA, FL 32121 C9 OO TELEPHONE: (386) 767-4r74 FAX: (386) 7676556 PAGE @ COPYRIGHT 2004 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: (2) #10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES 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 ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. ;IDE WALL HEADER ATTACHED TO 1" x 2" OPEN ,ACK W/ MIN. (2) #10 x 1-1/2" Q.M.S. IDE WALL GIRT ATTACHED TO " x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ONCRETE W/ 1/4" x 2-1/4" :ONCRETE/MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF :ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = V-0" PLams REV ltvv "4.1 v Lawrence E. Bennett, P.E. FL # 16644 �� sarAfo? CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 HOST STRUCTURE TRUSS OR RAFTER 1" FASCIA (MIN.) COMPOSITE ROOF PANEL J = za ao HEADER (SEE NOTE BELOW) #8 x (d+1/2") S.M.S. @ 8" O.C. FOR MASONRY USE 1/4" x 1-1/4" MASONRY EXISTING HOST STRUCTURE: ANCHOR OR EQUAL WOOD FRAME, MASONRY OR @ 24" O.C.FOR WOOD USE OTHER CONSTRUCTION #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ALTERNATE COMPOSITE ROOF PANEL TO WALL DETAIL SCALE: 3" = l'-0" COMPOSITE ROOF PANELS SHALL BE ATTACHED TO EXTRUDED HEADER W/ (3) EACH #8 x (d+1/2") LONG CORROSION RESISTANT S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 7676556 I O COPYRIGHT 20D4 NOT TO BE REPRODUCED AGE ODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.PEI 7-9 I SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" x 48" x 0.024" Roof Panel i Wind Region Open Structures Mono -Sloped Roof .t 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass &Modular Rooms Enclosed 1&2 3 4 span span span Overhang 1 Cantilever All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 154" 14'-10" 4'-0" 120 MPH 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" ;l 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 1 18'-3" 1 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10.4" 3'-11" 3" x 48" x 0.030" Roof Panel Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 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" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'-4" 16'-0" 15'-6" 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" 150 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0" A" x AR" x 0-024" Roof Panel Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 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" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-0" 15'-1" 1, 7" 13'-6" 15'A' 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'A" 14'-7" 10'-5" 12'-4" 11' 4" 4'-0" d" x 48" x 0.030" Roof Panel Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roof§jr% 100 MPH 27'-11" 31-4- 30'-3" 26'-8" 29'-10" 28'-10" 20'-10" 23'-4 4,OP%�' 110 MPH 27'-11" 31'-4" 30'-3" 24'-7" 27'-5" 26'-6" 19'-4" 21'-7" 2 Or1"0"` �,� 4'=0M 120 MPH 26'-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 17'-8" 19'-10", 119'';1"' ' Ljlf 4'-0"" 123 MPH 25'-8" 28'-8" 27'-9" 22'-2" 24'-10" 23'-11" 16'-0" 19'-3" Novi 81-71, 4'-0" 130 MPH 23'-8" 26'-5" 25'-7" 20'-10" 23'-4" 22'-6" 15'-2" 18'-1" 17'-6" 4'-0" 140 MPH 16'-2" 18'-1" 17'-6" 16'-2" 18'-1" 17'-0" 14'-2" 15'-10" 15'-4" 4'-0" 150 MPH .16'-2" 18'-1" 17'-0" 1 16'-2" 18'-1" 17'-6" 13'-2" 14'-9" 1 14'-3" Note: Total roof panel width = room width + wall width + overhang TORUCTALM Lawrence E. Bennett, P.E. FL # 16644 350 BURBANK ROAD, CIVIL ENGINEER - DEVELOPMENT CONSULTANT OLDSMAR, FLORIDA 34577 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 NATIONWIDE 1 -BOO -229-5257 TELEPHONE: (386)767-4774 LOCAL 81 3-855-2627 FAX: (386)767-6556 FAX 61 3-855-8128 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-49 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust�5t'120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-65% PAGE © COP'rRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 1 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 g 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' I (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5-1" d 6'-3" d 6'-4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d .1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-11" C 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d g 4'4" d 5'-4" b 5'-1" b 0'-10" c 8 4'-7" d-8" d 5'-7" b 0,_11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" c 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-10" c 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 — 3'-9", d 4'-4" b 4'-2" b 0'-9" d 12 3'=11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045" l 3" x 2" x 0.070" ` Load Width (ft.) Max. Span VI (bending 'b' or deflection 'd') 1 g 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5-8" d 7'-1": d 7'-2" d 1'-2" d 5 6'-5" d 7'-11" d 8'-1" d 1'-3" d g i 5'-4" d 6'-8" di 6'-9" d 1'-1" d fi 6-0" d 7'-5" d 7'-7" d 1'-2" d 7 5'4" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d T-3" d 1'-2" d g 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6-11" d 1'-1" d 9 4'-8" d 5'-10" d 5-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d' 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 4'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 1 5'-11" b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' I (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span VI (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 7'-1" d 8'-9' d 8'-9" b 1'-5" d 5 9'-2" d 11'-4" d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d 7'-11" b 1'-4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d 7'-8' b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d 7'-2' b 6-11" b 1'-2" d 8 T-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9' b 6'-6" b 1'-2" d 9 7'-6" d 8'-8" b 8'-4" b 1'-6" d 10 5'-7" d 6'-5' b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-11" b 7'-10" b 7'-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b 7'-6" b 7'-3" b 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-65% PAGE © COP'rRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-1 1 SECTION 3A ( SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T-6 -.a Own CAou lneinn Inmrl of 11 AIRF Sections 3'-0" 3'-6" Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-6" 1 Allowable Height 'H'1 bending 'b' or deflection 'd' 7'-0" F 7' •6" 2" z 2" x 0.044" Hollow 9'-5" b 8'-9" b _ 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-0" b 8'-11" b 8'-5" b T-11" b T-7" b T-3" b 6'-11" b 6'-9" b 6'45" b 3" x 2" x 0.045" 3" x 2" x 0.070" Hollow Hollow 11'-3" b 12'-9" d 10'-5" b 12'-2" d 9'-9" b 11'-7" d 9'-3" b 10'-11" b 8'-9" b 10'-5" b 8'-4" b 9'-11" b T-11" b 9'-6" b T-8" b 9'-2" b T-5" b 8'-10" b 7'-;?" b 8'ai" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'-1" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10' 3" b 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-0" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'-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 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'-,6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b T-11" b T-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-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 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11' 6" b 11' •1" b VVI J ov{ w -- Sections 3'-0" T3'-6" 1 Tributary Load Width 'W' = Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" ' - 6'-0" 6'-6" Allowable Height 'H' I bending 'b' or deflection 'd' 7'-0" T-6" 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 1 7'-6" b 7'-1" b 1 6'-8" b 6'-5" b 6'-1" bi 5'-11" b 5-8" b 5'-6" b 2" x 2" x 0.055" Hollow W-5" b 8'-9" b 8'-2" b 7'-9" b 7'•4" b 6'-11" b 6'-6" b 6'-5" b 6'-2" b 5'=,1" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 3")c 2"-x 0.070" Hollow_ 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b T=10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b , 9'-6" 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0"�b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" bi 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21' 8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050". S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7' b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b; 8'-5" b 7'-11" b T-7" b T-4" b T-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b' 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-0" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10-3" b Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. ,' 1 t r 'z_1►� Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 PAGE © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.