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HomeMy WebLinkAbout162 Mayfair CtPermit # : ®� ✓ ' ��� Job Address: CITY OF SANFORD PERMIT APPLICATION Date: Y--1,;;2 -,07 RECEIVED aR 2 6 2007 Description of Work: Historic District: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Resident' Commercial Industrial Total Square Footage:. - Construction Type: # of Stories:# of Dwelling Units: Flood Zone: (FEMA form requiredar r. gae• than R) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: 7 % .� % 5_,5 /5_� Bonding Company: /✓�1 t�^� Address: Mortgage Lender: IY�14 Address: Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) State License Number: (y IF e5' 0-7 Person: ?M.:%� Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws xvgdating 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 Aad 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 is verification that I w' 1 notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of er/ ent Date Signature of ontractor/Age Date s l 3-13-0 Owner/Agent's Name Print ntractor/Agent' N Signature of Notary -State of Florida ignarure of Notary- �sioyF • O to MABEL RIVERA ` Q •�� Jot y i 6 MY COMMISSION r DD 488449 Owner/Agent is Personally e EXPIRES: November 6, 20119 gent i • PersonoLLy pt Me r = hh QFsdedThruNote�publetkwfatwtiten ntractorlA 5 5— V Produced ID Produced ID –•� !. . T °••p Saance �� •� APPLICATION APPROVED BY: Bldg: Loni Utilities: V ``• • \ (Initia Date) (Initial & Date) "` \\\� Initial &Dace) Special Conditions: /86 l���l��O Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL DAVID JOHNSON;.CFA, ASA PROPERTY APPRAISER SEMINOLE OOUNTY:FL 1101 E. FIRST S7 SANFORD, FL 32771.1468 407 - 66517,7508 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-505-0000-0320 Number of Buildings: 1 Owner: LEE LYNDA D Depreciated Bldg Value: $144,100 Mailing Address: 162 MAYFAIR CT Depreciated EXFT Value: $1,284 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $0 Property Address: 162 MAYFAIR CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: MAYFAIR VILLAS Just/Market Value: $145,384 Tax District: S1-SANFORD Assessed Value (SOH): $73,364 Exemptions: 00 -HOMESTEAD (1999) Exempt Value: $25,000 Dor: 04 -CONDOMINIUM Taxable Value: $48,364 Tax Estimator SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vac/Imp Qualified Tax Amount(without SOH): $2,282 WARRANTY DEED 07/1998 03478 1491 $75,500 Improved Yes 2006 Tax Bill Amount: $917 WARRANTY DEED 07/1995 02946 1577 $73,000 Improved Yes Save Our Homes (SOH) Savings: $1,365 WARRANTY DEED 07/1981 01346 1057 $54,100 Improved Yes 2006 Taxable Value: $46,575 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... ! 4 Method Units Price Value LEG LOT 32 MAYFAIR VILLAS PB 22 PGS 9 LOT 0 0 1.000 .10 &10 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New 1 CONDOS 1981 6 1,238 1,825 1,238 CONC BLOCK $144,100 $144,100 Appendage / Sgft GARAGE FINISHED / 575 Appendage / Sgft OPEN PORCH FINISHED / 12 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1984 1 $638 $1,500 ALUM SCREEN PORCH W/CONC FL 1984 190 $646 $1,615 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. ° *** If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.orglweblre_web. seminole_county_title?parcel=33193050500000320&c... 3/27/2007 a - BOUNDARY SURVEY LEGAL DESCRIPTION: LOT 32, MAYFAIR VILLAS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 22 PAGES 9 — 10 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. LOT 31 -a-r-n '-ZA"C /RAt1) I �I �I 0.3' FOUND 'x' CUT IN CONC COLUMN. LEGEND: w,R UNIVERSAL LAND TITLE, INC. COMMONWEALTH LAND TITLE INSURANCE CO. SUNTRUST BANK, CENTRAL FLORIDA, N.A. LYNDA D. LEE BEARINGS SHOWN HEREON ARE BASED ON THE REAR PROPERTY LINE OF LOT 32 BEING NO'0'11'40"W PER PLAT. ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 12117C 0045 E DATED 04/17/95 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN ZONE X. F-- ND I.P. K A = 40'55'32" R = L = 32.12.14'4' 6 FOUND 1/2" I.R. & CAP #3225 pl OF��;NF R SCALE: 1"= 30 FEET CONC. = CONCRETE RAD = RADIAL C.B. = CONCRETE BLOCK R = RADIUS W. F. = WOOD .FRAME A = CENTRAL ANGLE COV. = COVERED L = ARC LENGTH ENT. = ENTRANCE CH.BRG. = CHORD BEARING WM = WATER METER LS. = LAND SURVEYOR WPP = WOOD POWER POLE LB. = LAND SURVEYING BUSINESS CPP = CONC. POWER POLE M = MEASURED A\C = AIR CONDITIONER P = PLAT R\W = RIGHT OF WAY PRM = PERMANENT REFERENCE MONUMENT I.R. = IRON ROD PC = POINT OF CURVATURE I.P. = IRON PIPE POB = POINT OF BEGINNING- C.M. = CONCRETE MONUMENT PT = POINT OF TANGENT FF ELEV = FINISHED FLOOR ELEVATION U.E. = UTILITY EASEMENT D.U.E. = DRAINAGE & UTILITY EASEMENT NOTES: 1. THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2. THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. DO NOT RECONSTRUCT PROPERTY LINES FROM BUILDING TIES. 4. NO FOOTING OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NO IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A BCA634 (FIELD DATE:) 07/10/98 BRADLEY COX & ASSOCIATES JOB N0. REVISED: LAND SURI f nNG DRAWN BY: BC BC 339 SPRINGVIEW DRIVE CHECKED BY: SANFORD, FLORIDA 32773 (407) 323-9202 I HEREBY CERTIFY THAT WE HAVE PREFORMED A FIELD SURVEY OF THE HEREON DESCRIBED PROPERTY, THIS DRAWING IS A REPRESENTAITON OF THAT SURVEY AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFFESIONAL LAND SURVEYORS AND MAPPERS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANXTOCTION 472.027, FLORIDA STATUES. 7-/3 --�� BRADLEY GoOCOX, SM # 5567 (DATE) CONCRETE ® = SET 1/2" REBAR & CAP PSM # 5567 Di = FOUND PROPERTY CORNER O = FOUND 4" X 4" CONCRETE MONUMENT # _ ® = WELL © GAS METER = FIRE HYDRANT = CEN 0 BSL = BUILDINGDING SETBACK LINE -x -x -x -x- = BARBED WIRE FENCE -0 0-0-0- - WOOD FENCE -0-0-0-0- = CHAIN LINK FENCE - OHU -ONU- = OVERHEAD UTILITY LINES UNIVERSAL LAND TITLE, INC. COMMONWEALTH LAND TITLE INSURANCE CO. SUNTRUST BANK, CENTRAL FLORIDA, N.A. LYNDA D. LEE BEARINGS SHOWN HEREON ARE BASED ON THE REAR PROPERTY LINE OF LOT 32 BEING NO'0'11'40"W PER PLAT. ACCORDING TO THE FLOOD INSURANCE RATE MAP NO. 12117C 0045 E DATED 04/17/95 THE PROPERTY SHOWN HEREON APPEARS TO LIE IN ZONE X. F-- ND I.P. K A = 40'55'32" R = L = 32.12.14'4' 6 FOUND 1/2" I.R. & CAP #3225 pl OF��;NF R SCALE: 1"= 30 FEET CONC. = CONCRETE RAD = RADIAL C.B. = CONCRETE BLOCK R = RADIUS W. F. = WOOD .FRAME A = CENTRAL ANGLE COV. = COVERED L = ARC LENGTH ENT. = ENTRANCE CH.BRG. = CHORD BEARING WM = WATER METER LS. = LAND SURVEYOR WPP = WOOD POWER POLE LB. = LAND SURVEYING BUSINESS CPP = CONC. POWER POLE M = MEASURED A\C = AIR CONDITIONER P = PLAT R\W = RIGHT OF WAY PRM = PERMANENT REFERENCE MONUMENT I.R. = IRON ROD PC = POINT OF CURVATURE I.P. = IRON PIPE POB = POINT OF BEGINNING- C.M. = CONCRETE MONUMENT PT = POINT OF TANGENT FF ELEV = FINISHED FLOOR ELEVATION U.E. = UTILITY EASEMENT D.U.E. = DRAINAGE & UTILITY EASEMENT NOTES: 1. THIS SURVEY IS BASED ON THE LEGAL DESCRIPTION AS PROVIDED BY THE CLIENT. 2. THIS SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHTS OF WAY OR RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3. DO NOT RECONSTRUCT PROPERTY LINES FROM BUILDING TIES. 4. NO FOOTING OR OVERHANGS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NO IMPROVEMENTS OR UTILITIES HAVE BEEN LOCATED EXCEPT AS SHOWN. 6. THIS SURVEY IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A BCA634 (FIELD DATE:) 07/10/98 BRADLEY COX & ASSOCIATES JOB N0. REVISED: LAND SURI f nNG DRAWN BY: BC BC 339 SPRINGVIEW DRIVE CHECKED BY: SANFORD, FLORIDA 32773 (407) 323-9202 I HEREBY CERTIFY THAT WE HAVE PREFORMED A FIELD SURVEY OF THE HEREON DESCRIBED PROPERTY, THIS DRAWING IS A REPRESENTAITON OF THAT SURVEY AND MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFFESIONAL LAND SURVEYORS AND MAPPERS IN CHAPTER 61G17-6 FLORIDA ADMINISTRATIVE CODE PURSUANXTOCTION 472.027, FLORIDA STATUES. 7-/3 --�� BRADLEY GoOCOX, SM # 5567 (DATE) Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 FBC109.1 v Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy -/A -rte'' V--el ?X ;x - SCREEN, ACRYLIC & VINYL ROOMS i CNTERIOR BEAM (SEE TABLES 3A.1.3) I J H I i SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSU SCALE: N.T.S. i ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME r- USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) i i �i i !I �I TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. AN 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 rj 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 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER —� #10 x1-1/2" S.M.S. OR WOOD , WOOD SCREW (2) PER RAFTER OR TRUSS TAIL #10`IX 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. ,i #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS I......... ...'..,. ..'.'.'.'.. ROOF PANEL FASCIA F PANEL TO FASCIA DETAIL SCALE: 3" 1'-0" EXISTING HOST STRUCTURE 130 WOOD FRAME, MASONRY OR 150 OTHER CONSTRUCTION a 1 #10 FOR MASONRY USE #12 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 @ F/// 12" O.C. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS r t'. •.'.'. .. .':':': ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3"= V-0" 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 # 16644PLANE ���� CIVIL ENGINEER — DEVELOPMENT CONSULTANTI7 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 ( n�i ��RO TELEPHONE: (386) 767-4774 trE° FAX: (386) 767-6556 I PAGE © COPYRIGHT 2004 I 7 4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS UNIFORM LOAD NGLE SPAN CANTILEM) Z l A B C 2 SPAN SECTION 313 UNIFORM LOAD Z A B 1 OR SINGLE SPAN UNIFORM LOAD 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 ��I► �( CIVIL ENGINEER - DEVELOPMENT CONSULTANT d P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4 74 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 Z l Z 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 ��I► �( CIVIL ENGINEER - DEVELOPMENT CONSULTANT d P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767-4 74 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 GLASS & MODULAR -ROOMS EDGE BEAM 1" x 2" OPEN BACK ATTACHED { TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" i FROM EACH END OF POST AND 24" O.C. Ii i 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. SECTION 313 ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES ;IDE WALL.HEADER JTACHED TO 1" x 2" OPEN PACK W/ MIN. (2) #10 x 1-1/2" ;.M.S. IDE WALL GIRT ATTACHED l 1. 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 kNCHORS @ 6" FROM EACH 'OST AND 24" 0. C. MAX. AND VALLS MIN. 1" FROM EDGE OF :ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" a� RC,\Tt" z3VZ- �I J�1 Lawrence E. Bennett, P.E. FL # 16644 �y CIVIL ENGINEER - DEVELOPMENT CONSULTANT -\�W+J WWW P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 II PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3813 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 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 'i 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. 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. IDE WALL GIRT ATTACHED T ' 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 - 21/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND /ALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= 1'-0" awrence 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 I PAGE 3'p-6 I O NOT TOBE EPPRRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.3.6 Allowable Spans for .024 PRO -FA omposite Panels w/ EZ -LOCK for Various Metals USA Building Products L.P. Ma roprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density " x 48" x 0.024 oof Panel wl EZ -LOCK Wind Region pen Structures Mono -Sloped Roof 182 3 4 span span span creen Room 8 A overs 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang I 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" JIGAPH 21'-4" 23'-10" 23'-0" 20'-6" 20'-11" 20'-2" 13'-9" 15'4" 14'-10" 4'-0" 120 MP 20'4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 12 PH 19'-6" 21'-10" 21'-1" - 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'-1" 4'-3" 150 MPH 1 12'4" 13'-9" 13'-3" 12'4" 13'-9" 13'-3" 9'-6" 10'-8" 10'4" 3'-11" Wind Region 'Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass 8 Modular Rooms Enclosed 182 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 1 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15-1" 18'-0" 17'-5" 4'-0" 120 MPH 1 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 13'-9" 15'-4" 14'-10" 4'-0" 123 MPH 21'-5" 1 23'-11" 23'-2" 26'-1" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 24'-1" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 15'-5" 140 MPH 13'-6" 15'-1" 14'-7" MT -6- 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 16'-5" 15'-1" 14'-7" 10'-5" 12'-4" 13'-11" 4'-0" Wind Region v"Open Structures Mono -Sloped Roof Screen Rooms 8 Attached Covers Glass 8 Modular Rooms Enclosed Overhang I Cantilever All Roofs 182 3 4 182 3 4 182 3 4 span span span span span span span span span 100 MPH 26'-5" 29'-6" 28'-0" 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" 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" Note: Total roof panel width = room width +wall width + overhang_ �IkAA\-1 , W .,- METRIS USHTM Lawrence E. Bennett, P.E. FL # 16644 Building 1 di ng Products L.P. CIVIL ENGINEER -DEVELOPMENT CONSULTANT 7815 American way,Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767A774 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX: (386)767-65,56 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com PAGE © COPYRIGHT 2004 A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-45 Open Structures Screen Rooms Glass 8 Modular Rooms Overhang / Wind Mon -Sloped Roof 8 Attached Covers Enclosed Cantilever Region 182 3 4 182 3 4 182 3 4 All span span 1 span span span span span span span 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" 25'-6" 28'-0" 27'-6" 20'-1" 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" 28'-9" 23'-1"118'-9! 25'-9" 24'-11" 17'-10" 19'-11" 19'-3" 4'-0" 130 MPH 24'-7" 2T-6" 26'-6" 21'-8"24'-3" 23'-5" 15'-9" 18'-9" 18'-2" 4R-0" rift, 140 MPH 16'-9" 18'-9" 18'-2" 16'-9"18'-9" 18'-2" 14'-9" 1,7,'x}, 15'11 ��� { 4`-0"�Y� 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-2" 1t3j;8 L.9 V Note: Total roof panel width = room width +wall width + overhang_ �IkAA\-1 , W .,- METRIS USHTM Lawrence E. Bennett, P.E. FL # 16644 Building 1 di ng Products L.P. CIVIL ENGINEER -DEVELOPMENT CONSULTANT 7815 American way,Groveland, FL 34736 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386)767A774 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX: (386)767-65,56 TOLL FREE: 1-800-342-9077 bkaufmann@metalsusa.com PAGE © COPYRIGHT 2004 A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-45 SECTI,bN 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A'':2.1 Allowablright Heights, hair Rail Spans or Header Spans for Screen, Acry Ic or inyl Rooms Aluminum Alloy 6063 T-6 d d t at 110 MPH velocity- using design load of 11 #/SF For 3 secon wm gus a •`>> —� --a----�-- ----- Tributary Load Width 'W' = Purlin 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6 Allowable Height 'H' I bending 'b' or deflection 'd' T-0" 7-6" 2" x 2" x`0.044" Hollow 8'-8" b 8'-0" b 7'-0" b 7'-1" b 6' 8" b 6'-5" b 6'-1" b Tributary Load Width 'W'= Purlin Spacing 5' 6" b " x 2" x'O.QWHollow Sections 8'-9" b T-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 1 6'-6" 7'-0" 7'-6" j 9'-7" b 8'-11" b 8'-6" b Allowable Height 'H' / bending 'b' or deflection 'd' 7'-8" 7'-4"4 2" x 2" x 0.044" Hollow02'-9" 6'-7" 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 T-10" b 9'-6" b 8'-11" b 8'-5" b T-11' b T-7" b T-3" b 6'-11" b 6'-9" b 6'-0" b 3" x 2" x 0.045" Hollow 8'-2" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b T-11" b T-8" b T-5" b T-2" b 3" x 2" x 0.070" Hollow b 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 V-1 11'-1" 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 13'-9" 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" 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 7'13" 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 6'-3" bi 15'-3" bl 14'-4" b 13'-7" bi 12'-11" b 1 12'-5" bl 11'-11" b 11'-6" b 11'-1" b roF a SCl:uflu wnw yuaa �s Sections a •`>> —� --a----�-- ----- Tributary Load Width 'W' = Purlin 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6 Allowable Height 'H' I bending 'b' or deflection 'd' T-0" 7-6" 2" x 2" x`0.044" Hollow 8'-8" b 8'-0" b 7'-0" b 7'-1" b 6' 8" b 6'-5" b 6'-1" b 5'-11" b 5' 8" b 5' 6" b " x 2" x'O.QWHollow 9'-5" b 8'-9" b 8'-2" b T-9" b T-4" b 6'-11" b b 6'-5" b --F-T;—b- 6'-2" b 5'-11" b 3" x 2" x0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" 7'-4"4 6'-10" b 6'-7" b 3 0" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2" b 8- 8'-5" b 8'-1" b T-10" b 2" j-3- xh;0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" 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 10'-2" b b b 2" x 4" x0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b V-6 11' 6" b V-1 11'-1" b 2" x 5" )C .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")e!0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17 b 16'-11" b 16'-3" b 15' 8" b 15'-2" b 2" x 2" 210.044" 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 T-9" b 9'�" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" z 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 11'-5" b 10'-11" b 10'-7" b 10'-3" b Notes: G' 1. Abovqspans 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. u; r: !nce 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 ;I © COPYRIGHT 2804 3A"24 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 i` 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 v @ 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 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" = 1'-0" 2'-0" MIN. 3-1/2" (TYP. BEFORE SLOPE F ALL SLABS) TYPE I� T SLOPE / NO FOOTING 0-2" / 12" (1) #5 BAR CONT a *-8„� TYPE II MODERATE SLOPE FOOTING 2" / 12" - V-10" 4" MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > 1'-10" Notes: 1. The foundations s own are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil The be verified, prior to placing the slab, by field soil test or a soil testing lab. k' 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, InForce"m e3TM' (Formerly Fibermesh MD) per maufacturel'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 11 footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" PAGE ince 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 @ COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. January 01, 2007 LAWRENCE E. BENNETT, P.E. P.O.i'bOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear!' Building Official/Plans Examiner, This'l!'is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they ,;will be authorized to use that manual for the remainder of 2007. Our authorization is based on a January to January basis requardless of tlie:edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. Kent :Prager CBC063007 Prager Builders 2938 Stonewall PI Sanford, FL 32773 1. They -;"are hereby added to my 2007 MASTERFIL `v19T Should;you_have any estions please convenience. Sincerely, l i Lawrence F/./ Bennet jf/ P.E. x#16644 contact me.. Wit- your 01/22/2007 08:46 4073223039 PRAGER BUILDERS HAUL U21 b4 ~:� 1- Design St*wment wilts the hltrrniilutn Svucduros dem Manual by des igrod in accordance wpwr 20 send -AWE These plans have b nd �ty wtm Ma Fio� Edi Code. 2 MPM tot 3 1,,awr -To E. Benne to Factor 0.77: Emxmm "WiZar 120 s ku 3•ii: 7-9a. Table 6-2; IrnPos�an � Partially Enclosed be f�rsd+ Page �d� SP for Walls aB. 13� a % PSF for Roofs Si: tot Waft, b.'C' loads. mw--, loads by 1.4. Far V 2. Noss SWa�sre Ade�Aussss�Y � that l have ir>spe tied and it is in good rwPalr incl �a to the ab ucbjm WN bs "d. pww cowacw) contras s now of room from had>sa+ ro :tett ss we sxses•+d' 11'. Y� No 3. OuRdinf� Pwft it App .... .... .. .. .. -- A. Pfood ens�rfrs S pddtst vra w ......................... .. .... .... ......:. ....... . a. Sits{ i� or ss urvey vr1tl+ et► lowtson ....on / -- Conb o1a I Osslgsl t�ssre. wWrmm. Phone OW Scale D. PMPoad Oroi� taY&A �mQ T . t� view vr� hode.s�re81 of stmchsls+erst. es�oioawrs ass► . 6� 1.pwiedion � al dtrrret�lons. A hem • - - - - - • .. - • - - - . � — Z Freflttt anti d► sine O.S.Z' x s� x O.Or12' x 0.224") .................... ® 3. Beam span. - - • • - ........ ...._ ape drrp, & size (La:. 2" x 8" x 0,071 x 13"4w)- 4. .72+1' _ - - ' O' -d" O.C.).L� -•-•— L cwt nd or amalta, lengll+- a (i.e, r x x" x o.o4a x iodation. & dZe (Le. 2' x 7 x 0.045' for:r x 8" x Q-7" x 6. Km* txs ier►Dth .. .. . 0.22e s-rrt,b.) .. . ................ SWcums Design ManssaaM .... _ .. Y�No . 4. Nigisa blm wl sfres,V d spm= ! l ug. Mdi at= • - - • - A. 8esssrn S P used, ..........................- SeCl�e7 3 tables MpH wrind Zw - W 10 G*fPmrsiors�s from 120 Beoirn towindms andkw,C, EXPOSUM for lord �Look opm on 120 NADH table and appy tho folbAW facet aw Requhred Spm p 1� MPH f Spar* i HsigM � 2.a (bord)x 4L(botd)x!}-(b°f d)a`' (� wind Zone muwpow" - -J Lr °• (Tables 3.2.1.3.24 or B. uPd9M s wf sizes. eddoless, spaang, b h�Ms .. . les ...... ........ •pr wsisll rs+esr�ber ailowabte height / span coraveraions from 120 E ad Upright to MPH word zone andfor a Expmmm wind zone. V ExpowAs t wk up span on 120 MPH table and apPiy the folia*" � kequtmd a� span aL�21MpH Span f Height Q 120 MPH -•� t c7 (b or d) x - (b or d) x % (b ct d) - ,�y 1 . Mule - --•� L-' u Wind.Expom zsxw ta LAU 11=`��� • Appr,oprlate muitiQlier from page 3 -ii. `O F I Af��}11V PO oM b -S 01/22/2007 08:46 4073223039 PRAGER BUILDERS Design Check `est for Screen / Vinyl inn (page_ 2 Qf a) You C. Table 3.3 with beam & uprW t mason N appkabk ......................... — p, ConnecMoa dew 1m to be used such a:: .' Lown 10 won..... . .................................. ........... 3. Smo to beam. ................ ..................... ........_........ 4. Choir MA p mkm. a k=wo Mmm b beams 8 gx%Pft ........... I ........... , 3. ESmtded 9r ............................................. L� a U.046 arg&w m d►or solo plift as dads.......................................................... e.r-�s&md" paa�s ,................. : PAGE 03/04 PLANS REVEWC 11 u Jan -2 Referenced Staadards from the Florida Building Code: T-291 Mandard ANSI/AAMA/W DMA 101/IS2-97 Performance level of the product and conditions Guardian But utWuy Entry or limitations of use: COOO42w LANS ��. Page:; -� Page i I 1 F-958 i i,, ht p:l/www, floridabuilding•org/pr/pr_dctl.asp?TPT=1 b 1 &fin=ROSrch 11/4/2003 i' 2007-01-03 15:21 z P 5/6 Fl �iridu Building Code. Onlinr• Pip 1 of 2 Y i oeIS Horne LN III I Hot (oDICs I ',uhrnir Surcherye 1 SLats & Fens I Publications I FLA; Staff I HC:IS Site. MIP : l ink:: l Snnrrh 019691, 4PProduct Approval . USER: Public User Product Approval Mrnu > Pmdurr or Applicatiun Search Application (,iii Alwilcation Detail FL # FL7013 Application Typi: New code version 7.004 Application SLal.us Approved Comments Archived Product ManUfEicturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Orala, Fl. 34474 (357) :3(itt 692--1 ext. 704 NanCy@o1CwS.CC Authorized Signature Nancy Haldin NancyBticws.Cc TeChnicol ReprP.sP.ntative Michoel l aFPvre # Address/Phone/Email 981 NE 16th Street Ocala, FL 34470 (352)368-6922 ext 215 mlafevre@cws.cc Quallty ASSuranr•P Representative Ralph Emminger Address/Phone/Email 981 NL 16th Street Custom Window Systems, Inc. Ocala, FL 34470 (357) 36$6977 ralph@cws.cc Category wir)(low Subcategory Horizontal Slidcr Compliance Method Certification Mark or Listing Cprr.ific lotion Agency Keystone Certifications, Inc:. �I Referenced Standard and Year (of Standard Year Swridard) ANSI/HAMA/WDMA 101/IS2-97 1997 rquiv rlPnce of Product Standards C_Pr(ifi(?.d By rrll IEWF Product Approval MoLhod Method 1 Option A % OF SAMM1 �v Date Submitted 06/22/2006 I blip://wnvw.tlorld•16uilclirig.cire/pr/pr upp d(Luspx?pirtm=w(iEVXOwLDtivXl-'33tiQUBcJzy'LC tWm1X:rOX(.Rs12'Yo2hfiSfA%3d 1/3/2007 i SCREEN ENCLOSURE MEMBER BY OTHERS WINDOW WIDTH Co SCREEN own . ENCl06URE CAULK BETWEEN MEMBER WINDOW FLANGE T BY OTHERS a SCREEN CAL" BETWEEN ENCLOSURE i VANDOW FLANGE o CAULK BETWEEN &SCREEN WINDOW FLANGE sy,s ENCLOSURE v &SCREEN —� c ENCLOSURE a # 8 SHEET PETAL SCREW METAS o SCREW EIY F SCREW ANCHOR I SCREW ANCHOR B, aER � �� SCREWINSTALLATION 8 SHEET METAL �� SECTION A - A � u INSTILLATION � � rot SCREW ANCHOR WNDOW FRAME u►+j�i�►ji'�� i'JOTES- u�7®'- HEAD � n n L ej (1) THIS PRODUCT 1S DESIGNED TO COMPLY WITH THE 2001 FLORIDA BUILDING CODE. I� (2) WINDOW AND VENT MATERIAL SHALL BE 6063-T5 ALUMINUM, 0'J 4v o (3) WINDOW VENTS SHALL BE REMOVED WHEN WINDS EXCEED 75 MPH AS PER SECTION 2002-3 OF THE FLORIDA BUILDING COOS o (41 SHIM AS RECD AT EACH SET OF INSTAUJlT10N ANCHORS USING LOAD BEARING SHIMS. MAX. n B Lj a`.1 • I I ALLOWABLE SHIM STACK TO BE 118'. USE SHIMS WHERE SPACE GREATER THAN 11107 IS PRESENT. 1CWINDONI E (5)#8 x 0.750 SHEET METAL SCREW ANCHORS MUST BE USED. I + I l (6E MAX ALLOWABLE SPACING OF #8 SHEET METAL SCREWS, WITHIN B' FROM EACH OORNER AMD � I SPACED 16.O:C. MAX: THEREAFTER. s+Cr11 (7) CAULKSEHIND FIN WITH LATEX CAUUGAPPLICATION OF LATEXCAUUK MUSTCOMPLY WITH �J[I SEALANT MANUFACTURERS RECOMMENDATIONS. A (8) AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO A :� CONTROL GALVANIC CORROSION. I (9) JAMB 1 SILLCORNERS AND ALL ANCHORS TO BE SEALED WITH SMALL JOINT SEAM SEALANT. WINOUN FRAIAE (10) ALL INSTALLATION ANCHORS MUST 9E MADE OF A CORROSION RESISTANT iMATERLAL OR OOATI NG. r�Q fr�it FxTFR13R ELEVATION SILL Lu CUSTOM WINDOW SYSTEMS, INC. "' CAULK BETWEEN 981 N. E, 16th STREET BCD" VANDOWFL4NGE OCALA, FLORIDA 34470 o d SCREEN z ENCLOSUREg SHEET METAL TITLE: CUSTOM WINDOW SYSTEM'S ACiYLIC GLAZED 3c BCREyr ALUMINUM SLIDING WINDBREAKER INSTALLATION SCREEN INSTALLATIav INSTRUCTIONS INTO ALUMINUMPORCH y ENCLOSURE SCREWANCHOR ENCLOSURE, MEMBER BYO-IHERS ENCINEEA DRAtt4JBY MCL"ATE' 1112'04 NOTE: o TWO TRACK SYSTEM SHOWK THREE AND FOUR TRACK DISCIPLINE' SCOLE N.T.S. CJNS 0D1 ai S SYSTEMS HAVE 81MRAR DETAILS, FL.REGLNC:•. REV. LETTER' HE SECTION B - B a of s E PREPAREBBYFENESTRATION OOMULTINGSERVICES 3BttMO14ADST-NORiHPoRT.PL. 34288 P"941423-1618 FAX 941423-2420 m an 2 0 �-r; o MN FQAK W -Al ' c'm T , . I EktEfricp PER:-CmEl C06ULE sy EFH3cl ,a INVALLI-W.34 sc ';Cv QP-CKp f— 1111H A&RMOL (SEE t4 M LON EPAPE SU I r.- NAK SHLI PACE CCM ou VIDT" k4 4 ELEVATION 4 a VIEWED TRO� EXTERPOR LIIEM)ZA--y PFFL NIPL cotov CF it r SILL MELIMErif tH CC6-lCfZCIE OR M I Ems rfi-wic. socIm DESIGN PRESSU2E CEM—REU11W 214 fJ'FCCN CR K%M-14T 14T P Irl -En SEC] -[!--,N A—A Set— a UPE'd Ao;r.'-ytA"4E EA "'04 AS M2 r#1 IEs' IMM ',::REJN 1:4--LOSURE / VENDER 're 13,.Kpi .AffCy4-j t:f4j-.(. 1Er-wz.-4 1e hST.Lj0-3w L ihclE a SCREW ALU-Cli MCLCKLY_ ,;CCTION 13-13 "MIS II ccoR ritw;: swER19-L PLLMUJLM ALLCI C -Ail Z) CAULK j(W. h ; d. FLA4:iE I4EAZ S AN92 WIN ATEX C44-< APP, :t4fL34 Or C4,AKS L SEALANTS muir appy wirH MA'rU--ACfLRERS ECL'Kf DATICPI.i 1 08 INSTALWIC.SCI;Efj ANCH!:RS 1 DEAD 4. J441S r- SE ;I_ ' CEC 6- FqGPI --UNERS & 24' CC VAX 49 '�E%OS 11 3C LOSE 3 K1. Ar E4 PACE L ce) AT OCOICIEL r SIR, KE FLAIC (2: C"C46q.'Cd'L LEC. r" RILE FLArE 41 1116- OM CUXPE-E 9.WV ;PXtlCPS 2 SIU, -4'Sf SUFFE.ENT LV474 TO AtN TYE PCH DIRE-03ENr Cr 1:1-1 1117c. M"Suk% cr, CENCRUE PAN. ALL13V"SLE SPACING KfVEh AM ANAL A:ACHV ropccrjs tc -E 6, rrrx r.EFU#R.. & ?" 3C "A LCCATICNX rr CLASS li UFLO0 VASS "USr P! W V- MLArIP4 'f _C4 CLASS Pk) SINGLE [LA11h OAC QLM-Ir[E-�L 6s ShIM AS Wo'n. At -AZW IPISFN.LAF 101 Aei:dC_lt dirl- Lno 1, ELE E41H TO ---E V4' LSE SKHt AMNG St.4 rJ'V AL CvA V4:E LS C.Qr kfEp walk 75 IWA-L'Iff(P 4S j Aff] I-EFC:M tCPPLIE; V[T4 TE FLCZID- Dia-UnG CV.c- CUSTOM WINDOW SYSTEMS, INC. OCALA, FLORIDA IME, 01141DIAN Or -112 1111,11ALLATI-]N 9IUAIL IN ALU,,4tNJM PUR::H ENCLOSUC """KANUZL 14ORFIP-Z2 Be V. 4/22/C2l J'jWlkllb CEVIL N!.s.j--c'dsc-t3jj 47162 TEv LLI(i* JIT L 0% I C" I J- r— C=3- "unun KNOC ti 1Y CITPERS O CLI'l -:Y'rLKA'rlw`E"L4 CL- S:SEEN CN _SSV co 0 �-r; o MN FQAK W -Al ' c'm T , . I EktEfricp PER:-CmEl C06ULE sy EFH3cl ,a INVALLI-W.34 sc ';Cv QP-CKp f— 1111H A&RMOL (SEE t4 M LON EPAPE SU I r.- NAK SHLI PACE CCM ou VIDT" k4 4 ELEVATION 4 a VIEWED TRO� EXTERPOR LIIEM)ZA--y PFFL NIPL cotov CF it r SILL MELIMErif tH CC6-lCfZCIE OR M I Ems rfi-wic. socIm DESIGN PRESSU2E CEM—REU11W 214 fJ'FCCN CR K%M-14T 14T P Irl -En SEC] -[!--,N A—A Set— a UPE'd Ao;r.'-ytA"4E EA "'04 AS M2 r#1 IEs' IMM ',::REJN 1:4--LOSURE / VENDER 're 13,.Kpi .AffCy4-j t:f4j-.(. 1Er-wz.-4 1e hST.Lj0-3w L ihclE a SCREW ALU-Cli MCLCKLY_ ,;CCTION 13-13 "MIS II ccoR ritw;: swER19-L PLLMUJLM ALLCI C -Ail Z) CAULK j(W. h ; d. FLA4:iE I4EAZ S AN92 WIN ATEX C44-< APP, :t4fL34 Or C4,AKS L SEALANTS muir appy wirH MA'rU--ACfLRERS ECL'Kf DATICPI.i 1 08 INSTALWIC.SCI;Efj ANCH!:RS 1 DEAD 4. J441S r- SE ;I_ ' CEC 6- FqGPI --UNERS & 24' CC VAX 49 '�E%OS 11 3C LOSE 3 K1. 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OCALA, FLORIDA IME, 01141DIAN Or -112 1111,11ALLATI-]N 9IUAIL IN ALU,,4tNJM PUR::H ENCLOSUC """KANUZL 14ORFIP-Z2 Be V. 4/22/C2l J'jWlkllb CEVIL N!.s.j--c'dsc-t3jj 47162 TEv LLI(i* JIT L 0% I I Wa14flof11011ill 11111111111111111111111111111111111 NOTICE OF COMMENCEMENT �. his document prepared by: Name: 7j Address: -i .y'7 Sc. m `- TATE OF FLORIDA COUNTY OF SEMINOLE TAX FOLIO # (Complete Parcel ID #)I ' Vim. '0 he undersigned hereby informs all concerned that improvements will be made to certain real property, and in accordance with rr. hapter 713, Florida Statues, the following information is provided in this Notice of Commencement ;j ESCRIPTION OF PROPERTY (Legal description of the property and street address) rn r�Q ar) 7 r :ENERAL DESCRIPTION OF EMPROVEMENT: OWNER NAME & ADDRESS ..a . •, �% )WNERS INTEREST IN PROPERTY (Fee Simple, Partnership, etc.) 'AME AND ADDRESS OF FEE SEWPLE TITLE HOLDER (If other than owner) URETY (Bonding Company) NAME & ADDRESS: mount of Bond: Cry r _s ersons within the state of Florida designated by owner upon whom notice or other documents may be served as provided by Section C; 13.13(1)(a)7., Florida Statues: �s -n fame and Address t i addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 13.13(1)(b), Florida Statutes: j ,:.1 fame and Address: apiration Date of Notice of Commencement "_ Che expiration date is 1 year from date of recording unless a different; date is ed) `'' xp, y g ... � �� <<:� Signature Ler rH 5 Printed Name of Owner TATE OF (©�,` ciG COUNTY OF S2 fM i nG C o c be foregoin instrument was acknowledged this day of o�i , by ��-1 1ho is rsonally kn me r has produced (type of identification) as identification and cknowle g at e e signed the instrument voluntarily for the p se expressed in it V F P! (' F I E U PY *nnRl^E "„ MABEL RIVERA 11% s' nty, MY COMMISSION # DD 486449 XPPIRTMS: November 6,2009 r h rory � uM M AR`I AN N - _n C f`1 yUIT Signature of Notary Public, State of Florida U oci Print, Type, or Stamp Commissioned Name of Notary Ptibl