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HomeMy WebLinkAbout335 Cabana View WayF__ .. Permit # :_ Job Address: r C�( ClITY ?O' ANFORDIPERMIT APPLICATION `` '4' � Dater --- Description of Work: e4- n.4 RECEIVED . ` 10 2006 Historic District: Zoning: Value of Work: $ 7j -O Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential 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 _X_ Commercial Industrial Total Square Footage: Zo Construction Type: �4L, # of Stories: # of Dwelling Units: Flood Zone: (FEMA form requiredfor t`6eem than X) Parcel #: (Attach Proofp4q nership & egal iptiog) Owners Name &Address: ♦'L! � 7 Phone: � � ---5 Contractor Name & Address: 112w -i G State License Number: Phone & Fax: "e 7 �9p3 /�6� Contact Person: Phone: Bonding Company: ""1A •'�� Address: Mortgage Lender: -- ------- Address: ------- - Architect/Engineer: 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 'die 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 few!; t:rr:i�uP.afing construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN VOUR PA ifNG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR APS 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 permit rs'e of atton t C owner of thpr perry of the requirements of Florida Lien,FS 713. i St J "brute of Owner/Agent Date Signature of ontractor/Agent Date .r GRl2FoA / 1 r Pnnt,OwrteE/ gent's Name ,' . Print C ctor/Ag� / X Signature o . Lary of Florida Date Si azure of t V", ?' Owner/Agent,is �eisonally�Known to Me or Contractor/Aint(�� ,w Pioduced ID _ Produce Iheo I A fi f i, APPLtCA f10N,-APPROVED BY: Bldg: Zon' ulities: (Initial & Date) Initial Date) X/ 1/ Saectal Condttidns ' DEBBIEBLANTON �) MY COMMISSION #, DD 188491 PcnM�EiiK#A1 M?§)t2007 iTARY FL Notary Discount Assoc. Co. FD: (Initial & Date) (Initial & Date) I PLAT ,OF SURVEY DESCRIPTION:' (AS FURNISHED) LOT 269, CELERY KEY, AS RECORDED IN PLAT BOOK 64, PAGES 85-96, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 271 W LOT 272 00 co O O Z LOT 273 -0R THE BENEFIT AND XCLUSIVE USE OF: NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6. SEC. 6-7(A). LOT 270 120.00' DRAINAGE & UTILITY EASEMENTo ---------------------- d 53.0' i bb b 5' DRAINAGE &UTILITY EASEMENT N89"5529"W 120.00' f LOT 268 Dill TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK RICARDO DELBREY )HI MORTGAGE COMPANY, INC. NOTE:, 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-07-06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. ! 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0003 4 ATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO IE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE URVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. LEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION, LEVA71ONS SHOWN HEREON ARE BASED ON SEMNDLE COUNTY ER7ICAL CONTROL AS SHOWN. )N THE NORTHERLY UNE OF LOT 269 IEING S89"55'29"E, PER PLAT. IELD DATE:) 10-.28-05 REVISED: CAI F• 1' = 30 FEET PPROVED BY: SJ FINAL 02-07-08 Sd. OB NO. ASM50073 FORMBOARD 11-16-05/MH RAWN BY: CC FLIP HOUSE 11 /02/05 DL PLOT PLAN 8/24/05 KLE ASM50\ASM50073.dwg• 2/6/2006 11:29:52 AM TWO STORY 8 CONCRETE BLOCK & WOODFRAME1� RESIDENCE' Qa� I CENTERUNE OF RIGHT OF WAY O FINISH FLOOR I J b ELEVATION -14.52 ri • . • . BUILDING SETBACK LINEc 53.0' i bb b 5' DRAINAGE &UTILITY EASEMENT N89"5529"W 120.00' f LOT 268 Dill TITLE OF FLORIDA, INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW YORK RICARDO DELBREY )HI MORTGAGE COMPANY, INC. NOTE:, 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 02-07-06, UNLESS OTHERWISE SHOWN. 3. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. ! 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. BUILDING TIES SHOWN HEREON ARE TO UNFINISHED FORMBOARD/FOUNDATION AND ARE NOT TO BE USED TO RECONSTRUCT THE BOUNDARY LINES. HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0003 4 ATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO IE IN ZONE X. AREA OUTSIDE THE 100 YEAR FLOOD PLAIN. THE URVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. LEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION, LEVA71ONS SHOWN HEREON ARE BASED ON SEMNDLE COUNTY ER7ICAL CONTROL AS SHOWN. )N THE NORTHERLY UNE OF LOT 269 IEING S89"55'29"E, PER PLAT. IELD DATE:) 10-.28-05 REVISED: CAI F• 1' = 30 FEET PPROVED BY: SJ FINAL 02-07-08 Sd. OB NO. ASM50073 FORMBOARD 11-16-05/MH RAWN BY: CC FLIP HOUSE 11 /02/05 DL PLOT PLAN 8/24/05 KLE ASM50\ASM50073.dwg• 2/6/2006 11:29:52 AM LEGEND ® �r I I CENTERUNE OF RIGHT OF WAY i I 1 I WA IS 0.8 OFF • . • . BUILDING SETBACK LINEc FND NAIL AND DISC _ CENTLINE IR I �.y, — — RICHT OF WAY LINE Q 26.71 '. I ). LB /6393 (02/07/06) A/C AIR CONDITIONER 25.51bO0(w 1� DENOTES DELTA ANGLE rwis PER PLAT O O PC DENOTES POINT OF CURVATURE CID CHORD LENGTH PCC POINT OF COMPOUND CURVE C.B. CHORD BEARING PCP •. CBW CONCRETE BLACK WALL PI 'I; •F�'• I "r CNA Flo c4, Q U ---�---- �1. 25.00' m CONCRETE PAD POC S88955'29'E CS ALS OFF ----- W POINT ON LINE � I CONCRETE WALK M PRIVATE PERTUAL NON-EXCLUSIVE F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY PRC qj8 FND FOUND PRM PERMANENT REFERENCE MONUME FPL I PSM PROFESSIONAL SURVEYOR AND W ID IDENTIFICATION MARATHON LANE L 50' RIGHT OF WAY LEGEND ® OOID%2io /D60 . • — • . • . BUILDING SETBACK LINEc FND NAIL AND DISC _ CENTLINE IR LB /5736 (02/07/08) — — RICHT OF WAY LINE Q FND 1/Y IRON ROD AND CAP EXISTING ELEVATION LB /6393 (02/07/06) A/C AIR CONDITIONER G DENOTES DELTA ANGLE CONCRETE (P) PER PLAT �• PC DENOTES POINT OF CURVATURE C CHORD LENGTH PCC POINT OF COMPOUND CURVE C.B. CHORD BEARING PCP PERMANENT CONTROL POINT CBW CONCRETE BLACK WALL PI DEMOTES POINT OF INTERSECTION CNA CORNER NOT ACCESSIBLE PK PARKER KALON CP CONCRETE PAD POC POINT ON CURVE CS CONCRETE SLAB POL POINT ON LINE C/W CONCRETE WALK PPNE PRIVATE PERTUAL NON-EXCLUSIVE F.E.M.A.FEDERAL EMERGENCY MANAGEMENT AGENCY PRC DENOTES POINT OF REVERSE CUIV FND FOUND PRM PERMANENT REFERENCE MONUME FPL FLORIDA POWER AND LIGHT PSM PROFESSIONAL SURVEYOR AND W ID IDENTIFICATION PT DENOTES POINT OF TANGENCY L ARC LENGTH R RADIUS LB LICENSED BUSINESS RP RADIUSPOINT LS LICENSEDSURVEYOR S/W SIDEWALK (M) MEASURED P U LIP TYPICAL UTp)TY PAD ONU OVERHEAD UTILITY LINE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB¢8393 1030 N. ORLANDO AVENUE. SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 THIS IS A BOUNDARY SURVEY NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. FOR THE FIRM JAMES JAY JILES PSM #4997DATE I iA-�-I �J-4 Oq4 JA-Ick/j S- ) - 1-1 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) H l SECTION 3A I 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 .HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) r l N 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)767-0774 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 I SECTION 7 I SOLID ROOF PANEL PRODUCTS I 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. ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3 1'-0 WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4"x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. #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 ...Z.::.... �- ROOF PANEL ROOF PANEL TO WALL DETAI SCALE: 3' = 1'-0" WOOD STRUCTURES SHOULD CONN TO TRUSS BUTTS _ SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE 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: 1100-1231 130 1, 140 1 150 #8 1 #10 1 #12 1 #12 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 7-4 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" ;.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" 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 c © COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 313 GLASS & MODULAR 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" RISER PANELS ATTACHED PER CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR3"x2" 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 I 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) 767-4774 FAX: (386) 767-65% PAGE @ COPYRIGHT 2004 313-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.. GLASS. & MODULAR ROOMS ' UNIFORM LOA l d �- A B GLE SPAN CANTILEV UNIFORM LOAD l Z A B C 2 SPAN SECTION 313 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD f7l l l A B C D UNIFORM LOAD 3 SPAN A B C D E 4 SPAN NOTES: 1) 1 = Span Length a = 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) 7674774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2804 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3627 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowabl Upright Hei s, Chair Rail Spans or Header Spans for Screen, Ic or Vinyl Rooms Aluminum Alloy 6063 T-6 For 3 second wind aust at 110 MPH velocitv: using design load of 11 #/SF Sections 120 MPV velocity; using design load of 13 #/5F Tributary Load Width W'= Purlin Spacing 3'-0" 3' 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H'/ bending 'b' or deflection'd' 3'-0" 1 3'-6" Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H'/ bending'b' or deflection'd' 7'-0" 1 7'-6" 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b T-8" b T-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 -T' b T-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 T-11" b 7'-8" b 7'-5" b T-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 ` 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" x0.044" 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 T-4" b T-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 - V-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 1 11'-11" b 11'-6" b 11'-1" b F Iw1 For 3 second wind gust Sections 120 MPV velocity; using design load of 13 #/5F Tributary Load Width W'= Purlin Spacing 3'-0" 3' 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H'/ bending 'b' or deflection'd' 7'-0" 7'-6" Hollow 8'$" b 8'-0" b 1 T-6" b T-1" b 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x x 0.055" Hollow 9'-5" b -' b 8'-2" b T-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b T-8" b T-4" b T-1" b 6-10" b 6'-7" b 3" x 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'-0" b 9'-1" b 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 1 10'-2" b 9'-9" b 9'-5" b 2" 6" S.M.B. S.M.B. 17'-6" b 21'-8" b 16'-3" b 20'-1" b 15'-2" b 18'-9" b 14'-4" bi 17'-9" bj 13'-7" b 16'-10" b 12'-11"b 16-0" b 12'-5" b 164" b 11'-11" b 14'-9" b 11'-6" b 14'-2" b " 13'-9" b x 50" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'79" 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 T-11" b T-7" b 7'-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'-6" b I 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. Lawrence E. Bennett, P.E. FL #16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 76711774 FAX: (386) 767-6556 PAGE q © COPYRIGHT 2004 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC &, VINYL ROOMS SECTION 3A I Table 3A.1.1-120 Allowabl ge Beam Spans Hollow Extrusions For Scr For 3 second wind gust a 120 velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) n�....,:....... All- anal TA 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') Max. 1 8 2 Span 3 Span 4 Span Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd') Width (ft.) Max. 1& 2 Span 3 Span 4 Span Cantilever 5 5'-1" d 6'-3" ,d 6'-4" d 1'-0" d 5 5'-4", d 6'-7" d 6'4" 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 T-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 T-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-.11" b 4'4" b 0'-10" d 12 T-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b I 0'-10" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Span V / (bending 'b' or deflection 'd') 1 82 Span 3 Span 4 Span Max. Cantilever Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 8 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 T-11" d 8'-1" d 1'-3" d 6 5'-4" d 6-8" d 6'-9" d 1'-1" d 6 6'-0" d T-5" d T-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d. 1'-0" d 7 5'-9" d T-1" d T-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5-6" d 6'4" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5-9" b 0'-11" d 9 T -Y 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 '-9" d 5'-11" d 5'-11" b 0'-11" d 2"x3"x0.045" 'x 4" x O.QSD" Load Width (ft.) Max. Span V/ (bending 'b' or deflection 'd') 18, 2 Span 3 Span 4 S an Max: p p Cantilever Width (ft( Max an VI (bending 'b' or deflection 'd') 1 8 2 S 3 S an 4 Span Max. p p p Cantilever 5 T-1" d 8'-9" d 8'-9" b 1 1'-5" d 59' d 11'-4" d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d T-11" 4 b 1' " d 6 8'-8" d 10'-7" b 10'-3 " b 1' -9" d 7 6'-4" d T-8" b T-5" b 1'-3" d 7 d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d T-2" b 6'-11" b 1'-2" d 8 TAT d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 T-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 T-3" d T-2" b T-11" b 1'-5" d 11 5'-5" d 6'-1" b. 5'-11" b I 1'-1" d 11 6'-11" b T-10" b T-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b I 1'-1" d 12 6'-8" b T-6" b T-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 I SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.3.6 Allowable Spans f 0.024" PRO -FAB Composite Panels w/ EZ -LOCK for Various Metals USA Building Products L.P. anufacture roprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density 3" z 48" " Roof Panel w/ EZ -LOCK 1-11� , Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span ' Screen Rooms & A a— overs 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / 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" H 21'-4" 23'-10" 23'-0" '-8" 20'-11" 20'-2" 13'-9" 15'4" 14'-10" 4'-0" 2 123 MPH 20'4" 19' 6" 22'-9" 21'-10" 21'-11" 21'-1" 1T- 15'-11" 19'-5" 18'-11" 18'-10" 18'-3" 12'-6" 11'-8" 13'-11" 13'-8" 13'-6" 13'-2" 4'-0" 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 1277 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" 4" x 48" x 0.024" Roof Panel w/ EZ -LOCK 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 1 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'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12'-4" 11'-4" I 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 3 4 1&2 ,, 3. 4 1&2 3 4 span span span span span span span span span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 27'-2" 19'-8" 21'-11" 21'-3" 4'-0" 110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 18'-2" 20'4" 19'-8" 4'-0" 120 MPH 25'-2" 28'-1" 27'-2" 21'-6". 24'-1" 23'-3" 15'-6" 18'-8" 18'-0" 4'-0" 123 MPH 24'-2" 27'-0" 26'-1" 20'-11" 23'-5" 22'-7" 15'-1" 18'-1" 17'-6" 4'-0" 130 MPH 22'4" 24'-11" 24'-1" 19'-8" 21'-11" 21'-3" 14'-4" 15-11" 15'-5" 4'-0" 140 MPH 15'-3" 17'-0" 16'-5" 15'-3" 1T-0" 16'-5" 13'4" 14'-11" 14'-5" 4'-0" 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 1T-0" 16'-5" 12'-5" 1 13'-11" 13'-5" 4'-O" R" Y AR" Y n n2A" RnnfPanal w/ 177-1 OCK _ 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 I Enclosed . 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 29'-1" 32'-6" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4'-0" 110'MPH 29'-1" 32'-6" 31'-5" 26-6" 28'-6" 27'-6" 20'-1" 22'-5" 21'-8" 4'-0- 120 MPH 1 27'-8" 30'-11" 29'-11" 23'-9" 26'-6" 25'-8" 18'-5" 20'-7" 19'-10" 4'-0" 123 MPH 26'-8" 29'4" 28'-9" 23'-1" 25'-9" 24'-11" 17'-10" 19'-11" 19'-3" 4'4' 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 + overnang mEBB USATM Lawrence E. Bennett, P.E. FL # 16644 BUi 1 di ng Products L.P. CIVIL ENGINEER - DEVELOPMENT CONSULTANT 7815 American way, Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 TELEPHONE: (386) FAX: FAX: (386) 767-6556-6556 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com PAGE Q COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-45 5 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 BRICK KNEE W 2'-0" MIN. BEFORE SLOPE r ,L AND FOUNDATION FOR 3-1-N ALL TYPE T SLOPE / NO FOOTING 0-2" / 12 SCALE: 3/4" = V-0" (TYP (1) #5 BAR CONT. ABS) - ap ° e . X X7 TYPE II MODERATE SLOPE FOOTING 2" / 12" - V-10" 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) :REEN WALLS 0 MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > 1`-10" Notes: 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 ® Mesh, InForceTMl e3TM' (Formerly Fibermesh MD) per maufacturers 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"= 1'-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) 767-65% PAGE © COPYRIGHT 2004 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. (6) b GLASSAVODULAR ROOMS SECTION 313 RIDGE CAP #8 x 1/2" (3) PER PA #8 x 1/ " . 24" 4 O.C. GLASS ROOM FRAMING DETAILS SCALE: 3"= 1'-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 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 313-15 SECTION 3A SCREEN, ACRYLICA VINYL ROOMS Table 3A.1.4-110 Allowable Spans for Ridge Beams with Self Mating Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 NSF I: Self Mating Sections 5'-0" 6'-0" Tributary Load Width W'= Purlin Spacing 1 7'-0" 1 8'-0" 1 9'-0" 10'-0" I Allowable Span 'L' / bending 'b' or deflection 'd' 11'-0" 12'-0" 2" x 4" x 0.044 x 0.100" 14'-0" d 13'-6" b 12'-6" b 1 11'-8" b 11'-0" b 10'-5" . b 9'-11" b 9'-6" b 2" x 5" x 0.050" x 0.100" 1 T-11" d 16'-8" b 15'-5" b 14'-5" b 13'-7" b 12'-11" b 12'-4" b 11'-9" b 2" x 6" it 0.050" x 0.120"' 21'-0" d 19'-3" b IT -10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 178" b 2" x 7" x 0.055" x 0.120" 23'-9" b 21'-9" b 20'=1" b 18'-10" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 2" x 7" x 0.055" w/ insert 28'-11" d 27'-3" d 25'-11" d 24'-9" d 23'-7" b 22'-5" b 21'11" b 20'-5" b 2" x 8" x 0.072" x 0.224" 29'-8" d 27'-11" d 25'-11" b 24'-4" b 22'-11" b 21'-9" b 20'-9" b 19'-10" b 2" x 9" x 0.072" x 0.224" 32'-7" d 30'-5" b 28'-2" b 26'-4" b 24'-10" b 23'-7" b 22'-6" b 21'-6" b 2" x 9" x 0.082" x 0.310" 1 33'-9" d 31'-9" d 30'-2" d. 28'-10" d 27'-3" b 25'-10" b 24'-8" b 23'-7" b 2" x 10" x 0.092"x 0.369" 40'-7" d 38'-3" d 36'-4" d 34'-9" d 32'-9" b . 31'-1" b 29'-8" b. 28'-5" b Notes: 1. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 2. Spans may be interpolated. Table 3A.1.4-120 Allowable Spans f idge Beam with Self Mating Beams for Screen, Acrylic or Vin I For 3 second wind` gust X120 H velocity; using design load of 13 NSF Self Mating Sections 5'-0" 1 6'-0""7'-0-8'-0;)9'-0" Tributary L idth'W' = Purlin Spacing 10'-0" 11'-0" Ibending'b' or deflection'd'2" 12'-0" x 4" x 0.044 x 100" 13'-7" b 12'-5" b b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 2 . 50" x 0.100" 16'-10" b 15'-4" b b 12'-6" b 11'-11" b 11'4" b 10'-10" b 2" x 6" x 0.050" x 0.120" 19'-5" b 17'-9", b 16'-5" b 15'-4" b 14'-6" b 13'-9" b 13'-1" b 12'-7" b 2" x 7" x 0.055" x 0.120" 21'-11" b 19'-11" b 18'-6" b 17'-4" b 16'1" b 15'-6" b 14'-9" b 14'-2" b 2" x 7" x 0.055" wl insert 27'-5" d 25'-9" d 24'-6" d 23'-0" b 21'-8" b 20'-7" b 19'-8" b 18'-10" b 2" x 8" x 0.072" x 0.224" 28'-1" d 1 25'-10" _bl 23'-11" b 22'-4" b 21'-1" b 1 19'-11" b 1 19'-1" b 18'-3" b 2" x 9" x 0.072" x 0.224" 30'-8" b 27'-11" b 25'-11" b 24'-3" b 22'-10" b 21'-8" b 20'-8" b 19'-9" b 2" x 9" x 0.082" x 0.310" 31'-11" d 30'-1" d 28'-5" b 26'-7" b 25'-1" b 23'-9" b 22'-8" b 21'-9" b 2" x 10" x 0.092" x 0.369" 38'-5" d 36'-2" d 34'-2" b 31'-11". b 30'-2" b 28'-7" b 27'-3" b 26'-1" b Notes: - 1. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 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 3A-22 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FSECTION 2 n ATTACHED & FREr-STANDING COVERS AND UTILITY SHEDS CONNECTOR MAY BE (2) ANGLES, INTERNAL'U' CHANNEL OR EXTERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM W/ SCREWS (PER SECTION 9) PRIMARY / FRAMING BEAM (SEE SPAN TABLES SECTION 2) MINIMUM NUMBER S.M.S. 3/4" LONG REQUIRED EQUAL TO BEAM DEPTH (SEE SECTION 9) r LIAM!II! 4 = J ® � CO a ® ui o� ®. uj a EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (4) #10 x 1-1/2" INTERNALLY SECONDARY BEAM / PURLINS(SEE SPAN TABLES SECTION 2) BEAM TO BEAM CONNECTION DETAIL SCALE: 3" = 1'-0" r, HOST STRUCTURE MASONRY w OR FRAMED WALL Co (SELECT FASTENERS FROM o + SECTION 9 TABLES) ui Q_ .., u PRIMARY BEAM (SEE SPAN TABLE -a SECTION 2) ANGLE OR RECEIVING CHANNEL BEAM TO WALL CONNECTION DET SCALE: 3"= 1'-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) 767-65.56 BEAM TO WALL CONNECTION: (2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD FRAME WALL W/ MIN. (2) 3/8" x 2" LAG SCREWS PER SIDE OR TO CONCRETE W/ (2) 1/4" x 2-1/4" ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" ALTERNATE CONNECTION: (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U -CHANNEL ATTACHED TO WOOD FRAME WALL W/ MIN. (3) 3/8"x 2" LAG SCREWS OR TO CONCRETE OR MASONRY WALL W/ (3) 1/4" x 2-1/4" ANCHORS OR ADD (1) ANCHOR PER SIDE FOR EACH j INCH OF BEAM DEPTH LARGER THAN 3" PAGE 2-20 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 AkCLL U i Aa s DAVID JOHNSON, CFA. ASA PROPERTY ?S APPRAISER _ SElMfINOLE COUNTY FL 1101 E. FIRST ST SANFORD, FL 32771.1468 407-665-7506 7; 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 29-19-31-501-0000-2690 Number of Buildings: 0 Owner: DELBREY RICARDO Depreciated Bldg Value: $0 Mailing Address: 355 CABANA VIEW LN Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $34,000 Property Address: 335 CABANA VIEW LN SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY KEY Just/Market Value: $34,000 Tax District: S1-SANFORD Assessed Value (SOH): $34,000 Exemptions: Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $34,000 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $220 WARRANTY DEED 02/2006 06173 0365 $303,100 Improved Yes 2005 Taxable Value: $11,000 DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 0 0 1.000 34,000.00 $34,000 LOT 269 CELERY KEY PB 64 PGS 85 - 96 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.orglpls/weblre_web. seminole_County_title?parcel=29193150100002690... 6/2/2006 NOTICE E O UU1V11V)1E1V(D .. EIVIEIN < rcr�tt Nw NOLE MAW, CfRC!!IT CUM I This document prepared by: Name: y '2 t "AC �`� 3'x_1 pg t�9S; i1p1 CLERK --S Address: , / f 'r�.0 L`✓.i � �rtr}. 1\+..�.il'i1.i�V ��4y����l{.5.•V jlil'3�1 V1+ • 9 �f Z 7 f REX-�Dil IN6 IRS 1.0. w iD' STATE OF FLORIDA COUNTY OF SEMINOLE TAX FOLIO # (Complete Parcel ED By f hoign The undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statues, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) GENERAL DESCRIPTION OF 1WROVEMENT: OWNER NAME & ADDRESS �,�� ` r..�r._ 0ge 3d 7 - f s OWNERS INTEREST IN PROPERTY (Fee Simple, Partnership, etc.) e CERTIFIED COPY NAME AND ADDRESS OF FEE sneLE TITLE HOLDER (If other than owner) MARYANNE CLERK 0 Ci, CUIT COURT \` / JtM ry 0' dTY. FLORIDA L�NTRACTOR NAME & ADDRESS: 2938 Stonewall PL Sanford, FL 32773 $Y _.. D I FQK SURETY (Bonding Company) NAME & ADDRESS: r Amount of Bond: Persons within the state of Florida designated by owner upon whom notice or other documents may be served �prodtion 713.13(1)(a)7., Florida Statues: Name and Address In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: Name and Address: Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different dat 's STATE OF L-" _ COUNTY O The foregoing instmment was acknowledged thi j ay Lf who is personally known to me or has produced , acknowledged that he/she signed the instrument voluntarily for of Owner (\c,A Printed Name of Owner A I it /'_ - -.,, f y