Loading...
HomeMy WebLinkAbout101 Crown Colony WayPermit # Job Address: % 0 / Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION Date: 07 —op y --D `S 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 Cale. 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) Parcel K: Owners Name & Address: _ lo/ t Contractor Name & Address: Anach Proof of Ownership & Legal Description) Phone: ! 40 C Z 7.1'a—i+i1.Glt s+,ll ( /.UGC.. t ns N yr 1 Phone & Fax: Contact Person: i Bonding Company: .74 Address: 101, Mortgage Lender: Address: MAN 10 2005 Architect/Engineer; C", /w Phone: Address: %F?sx, l p Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that rb vo o, thsta(lai ryhasfcojnmenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructionmthjtiitdcton'[run erstand 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: 1 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 perm' js v9rification that 1 will notify the owner of t e pr perry of the 3 'ate rgna re Pf Owner/Agent kate Print O / r/Agent's Name Sig tarrSta Date 4 , DEBO.RAH M TONEY C* My Comm Er.p. 11/13N005 No. DO 0729 4 Ow I agent r Per`so 1L` ally 1Kngyvn M5 7"Y''.•_Zi _ .4)13 -7S• loo-o APPLICATION APPROVED BY: Bldg: 0 5oning: Initial & Date) Special Conditions: Lien Law, FS 713. / j Signvi! gr,fNo 6IlEINw11 -1- Date My COMMISSION # DO 164280 EXPIRES: November 12, 2006 e ud9et Nolary Services Cod s p :gent t:rsonally Known to Me or Produced ID Initial & Date) Utilities: FD: Initial & Date) (Initial & Date) Permit Number Parcel Identification Number: Prepared by. Return to: NOTICE OF COMMENCEMENT 0 State of rw County oIJZA4A4&L MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE MUNTY BK 05&4 3 FOG 1811 CLERK'S 4 204''65041224613 REE IRDrD 03/10/PM 11:38:47 AN RRWRDINS FP.PS 10.00 REM, RDFD BY L McKinley BY CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT COUNTY, FLORIDA 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 MARR 1. Description of property (le al description of the prop! , and street ddress if available) 2. General desn of imp ement 3. Owner info ati Name ? ' ` Telephone Number j 70 Address Fax Number Interest in Property. « 4. Fee Simple Title Holder (if other than owner shown above) Name Telephone Number Address t—+ Fax Number 5. Contractor Name 4g0,T, ttil4M tft Telephone Number Address 2938 St©newall PI.. Fax Number Sanfard,FL;32773 6. Surety (if any) 407-324-9960 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 i2SgEt:litLiS, TlflfM', Telephone Number Address p +Mw Fax Number S;tot:eVt WI PIw 10. Expiration d2. ate of not"6 r># er nt (the expiration date is one year from the date of recording unless a d'ffere t date is sAQAW-99 r Date Signed Signature of Owner Note: per §713.1 1)(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 C2 day of aAR 400-: by tC-/ :Z L who is personally known to me OR produ 1 O --01 - /UU — O as identification. Signature of Not (notarial seal to app ar below) i ' i - tire, Crr,,.-• ,'.0 t':F 35 Jl p y vj fi t -7 s.J Forth Revised: 3/98 PLAT OF BOUNDARY SURVEY for: MARONDA HOMES, INC. DESCRIPTION: LOT 64, CROWN COLONY SUBDIVFSION RECORDED IN PLAT BOOK 6 I PAGE(S) 7G I;hN 76 PUBLIC RECORDS of SEMINOLE COUNTY, FLORIDA NOTE: THERE I5 NO DIRECT VEHICULAR ACCE55 TO VIHLEN ROAD FROM LOT G4. WiZLL/ ZLLJJ TRACT 'G• TRACT 'A• - DETENTION AREA LIFT STATION I DRAINAGE EA5EMENTLIFT5TATIONEASEMENT vAttv TO SEMINOLE COUNTY N00°0G 19'W 1 67.421 10' U.E. P.c. 36. Sa'Pc 356 NOO 0' 19"N - .2. 81.. =_, TT CROWN COLONY WAY NOO.00 19W O' 5' 1 O' 20' GRARIIC SCALE D00Mdoom 000 u95 OFFlC.uOPY ci yNSREVIEWED OF SANFORn may q r.c. o 0 FOUND DT5KS 2005) NOTES: FLOOD CERTIFICATION 1. BEARINGS ARE BASED ON THE CENTERLINE OF BASED ON THE FEDERAL EMERGENCY CROWN COLONY WAY BEING NOOID6.19-W. MANAGEMENT AGENCY FLOOD INSURANCE 2 UNDERGROUND IMPROVEMENTS, ROOF OVERHANGS RATE MAP, THE STRUCTURE CERTIFIED TO: AND FOOTERS HAVE NOT BEEN LOCATED. SHOWN HEREON DOES NOT LIE WITHIN Adam M. Mazur J. ELEVATIONS ARE BASED ON NATIONAL GEODETIC THE 100 YEAR FLOOD HAZARD AREA. VERTICAL DATUM OF 1929. THIS STRUCTURE LIES IN ZONE ' X America's wholesale Lender 4. BUILDING TIES ARE TO FOUNDATION. COMMUNITY PANEL NO. 120289 0040E Kam f Title & Guaranty Corp.5. BUILDING TIES ARE NOT TO BE USED TO EFFECTIVE DATE: APRIL 17. 7995 P Y CONSTRUCT DEED OR PLATTED LINES. MAP REVISION DATE: Adnoram Title Company, Inc. 6. BEARINGS AND DISTANCES SHOWN HEREON ARE (SUBJECT TO CHANGE) MEASURED AND PER RECORDED RAT UNLESS Chicago Title Insurance Co. OTHERWISE NOTED. THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS and MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO THE INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED B'Y OTHERS THROUGH APPROPRIATE TIRE VERIFICATION. ABBREV I AT IONS/L EGEND: Q FOUND 1 1/4' IRON PIPE (LS 2005) 9 FOUND IRON ROD 0 FOUND IRON PIPE FOUND CONCRETE MONUMENT N0.- NUMBER P.T.-POINT OF TANGENCY CONC-CONCRETE W.E. - WALL EASEMENT R.- RADIUS P.I.-POINT OF INTERSECTION L.S.-LAND SURVEYOR P.R.C-PO'JdT a: REVERSE CURVATURE D.E.-DRAINAGE EASEMENT CEL- CHORD P.C.-POINT OF CURVATURE DR -OFFICIAL RECORDS P.C.C--POINT OF COMPOUND CURVATURE U.E.-UTILITY EASEMENT ARC - ARC LENGTH L.B.-LICENSED BUSINESS CH.BRG.-CHORD BEARING SA:1,'. E'.-'JOf WALK k UTXiITY EASEMENT D.U.&S.E.-DRAINAGE, UTILITY k C CENTERLINE A/C -AIR CONDITIONER PAD ADELTA (CENTRAL AN6''E) O.Ki.E.-DRAINAGE & UTILITY EASEMENT SIDEWALK EASEMENT tSIGNATURE AVONE, INC. THIS SUR`JEY NOT VALID UNLESS Eu90SSED PITH THE AND RAJS(0 SEA-,. OF A FL IDA LICENSE) QI.RVEYOR AND NAJ'PER REVISION DATE RECERTIFIED LAND SURVEYORS AND MAPPERS 0SOUTHRONALDREAGANBOULEVARDLONGLEPH, E (407RIDA 330-90 0 710TELEPHONE (407) BJO-9080 FAX No. (407) JJ9-J6J6 E- MAIL: CAVONE O CFL.RR.COM FINAL LOCATION FOVNDATON LOCATION 11-11-2003 DOMINICK F. CAVONE - PRESIOEN'T s— FLORIDA SURVEYW & MAPPER NUMBER 2005 LICENSED BUSINESS NUMBER 507J FORMBOARD LOCA RON STAKE HOUSE 8-28-2003 STAKE LOT 8-28-I003 MU. DUAL LUI 1VUJ n11J W. ZOARE MWx [VUJ-n,iJ A.U. t{ I LEK W. O. FOUNDA TICNI 2003-15401 W.O. FINAL ILI/J •/low/i W.O. RECERT LOT by CHIP CARD FILE: CROWNCOL64.DWG 7_X i. Za( 1 X 22 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 SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) 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 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 -1231 130 1 140 150 8 1 #10 1 #12 12 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 7-4 1QC COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS UNIFORM LOAD l a - A B SINGLE SPAN CANTILEVER SECTION 313 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD UNIFORM LOAD l Z l l l A B C A B C D 2 SPAN 3 SPAN UNIFORM LOAD A B C D E 4 SPAN NOTES: 1) 1 = Span Length 2 = Overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span beams shall only be spliced at the quarter points and splices shall be staggered. SPAN EXAMPLES FOR SECTION 3 TABLES 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. 313-27 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 ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES IDE WALL HEADER TTACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" M.S. 4DE WALL GIRT ATTACHED l 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 ONCRE I t W/ 1/4" x 2-1/4" ONCRETE / MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND BALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = l'-0" 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-6 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 THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" SECTION 3A RISER PANELS ATTACHED PERTCHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 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-7 SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) Ai,,...;"..m Au.,,, RnRZ T-6y 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 2 Spanp 3 Spanp 4 Spanp Max. Max. Cantilever 1& 2 Span 3 Spanp 4 Spanp 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" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'4" d 5'4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5-11" b 4'-10" b 0'-10" d 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" d 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" 3" x 2" x 0.070" Load Width (ft.) Max. Span VI (bending 'b' or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1& 2 Span 3 Span 4 Span Max. Cantilever 1 82 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 6 54" d 6'-8" d 6'-9" d 1'-1" d 6 6-0" d 7'-5" d 7'-7" d 1'-2" d 7 5'-l" d 6'4" d 6-5" d 1'-0" d 7 5'-9" d 7'-l" d 7'-3" d 1'-2" d 8 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'-l" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-l" 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 5-11" b 0'-11" d 2" x 3" x 0.045" 2' x 4" x 0.050" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 8 2 Span 3 Span 4 Span Max. Cantilever 1 8,2 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 l'-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 7'-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) 767-6556 PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A'11 SECTION 3A I 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 r__ o .,a .. .,.' „usf at 'in MPH velocity- usina design load of 11 #ISF Sections Tributary Load Width'W' = Purlin Spacing 3'.0" 1 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 7'-0" 1 7'-6" Allowable Height 'H' I bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 9'-5" b 1 8'-9" b 8'-2" b 7'-8" b 1 7'-4" b 6'-11" b 1 6'-8" b 6'-5" b 6'-2' b 1 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11' b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" 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 1 17'-8" b 16'-6" 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 7'-11' b 7'-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 1 17'-7" b 1 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 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) 767-4T74 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. SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.3.6 Allowable Spans for 0.024" PRO-FAB Composite Panels wl EZ-LOCK for Various Loads Metals USA Building Products L.P. Manufacturers Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0.024" Roof Panel w/ EZ-LOCK Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 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" 15'-4" 14'-10" 4'-0" 120 MPH 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-l" 15'-11" 18'-11" 18'-3" 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'-l" 4'-3" 150 MPH 12'4" 13'-9" 1 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" 1 3'-11" 4" x 48" x 0.024" Roof Panel w/ EZ-LOCK Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-l" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 1 15-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-l" 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'-l" 21'4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-l" 14'-7" 13'-6" 15'-l" 14'-7" 10'-5" 12'4" 11'-4" 4'-0" 5" x 48" x 0.024" Roof Panel w/ EZ-LOCK Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-l" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0" 110 MPH 1 26'-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 18'-2" 20'4" 19'-8" 4'4" 120 MPH 25'-2" 28'-1" 27'-2" 21'-6" 24'-1" 23'-3" 15-6" 18'-8" 18'4" 4'-0" 123 MPH 24'-2" 27'-0" 26'-l" 20'-11" 23'-5" 22'-7" 15'-l" 18'-l" 17'-6" 4'-0" 130 MPH 22'4" 24'-11" 24'-1" 19'-8" 21'-11" 21'-3" 14'4" 16-11" 15'-5" 4'-0" 140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 13'-4" 14'-11" 14'-5" 4'-0" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 12'-5" 13'-11" 13'-5" 4'-0" 6" x 48" x 0.024" Roof Panel w/ EZ-LOCK Wind Region Open Structures Mono -Sloped Roof Screen Rooms Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 span 3 span 4 span 1&2 span 3 span 4 span 1&2 span 3 span 4 span 100 MPH 29'-l" 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4'-0" 110 MPH 29'-l" 32'-6" 31'-5" 26-6" 28'-6" 27'-6" 20'-l" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-6" 25'-8" 18'-5" 20'-7" 19'-10" 4'-0" 123 MPH 26'-8" 29'-9" 1 28'-9" 23'-l" 25'-9" 24'-11" 17'-10" 19'-11" 19'-3" 4'-0" 130 MPH 24'-7" 27'-6" 26'-6" 21'-8" 24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4'-0" 140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 14'-9" 17'-4" 15-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 13'-8" 15'-4" 14'-10" 4'-0" Note: Total roof panel width = room width + wall width + overhang EMIRS USRTM Lawrence E. Bennett, P.E. FL # 16644 Building P r o d u C t S L. P. CIVIL ENGINEER - DEVELOPMENT CONSULTANT 7815 American Way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA,FL32121 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TELEPHONE: FAX: FAX: (386) 767-6556 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-45 SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 2'-0" MIN. 3-1/2" (TYP. ( 1) #5 BAR CONT. BEFORE SL PE ALL SLABS) a TYPE FLAT SLOPE / NO FOOTING 0-2" / 12" Notes: co 8" TYPE II MODERATE SLOPE FOOTING 2" / 12" - V-10" 4" MIN. (2) #5 BAR CONT. TYPE ill STEEP SLOPE FOOTING 1'-10" 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh o Mesh, InForceTm e37m (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" 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-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.