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HomeMy WebLinkAbout322 Appaloosa CtPermit # : 0(a — 3 7 Job Address: 1,79 d Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION A% C d Oa„q /y i / Dat/e: _ (.� iC. .:�9-b✓CT 9--i�-oma 4 Zoning: Value of Work: $ 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 0 4 2005 Plumbing/New Residential: # of Water Closets Plumbing Repair - ResidentialorCommercial Occupancy Type: Residential il Commercial Industrial Total Square Footage: q Construction Type:! # of Stories: # of Dwelling Units: _)__ Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Contractor Name & Address: Phone & Fax: �O ��/tea c� ���� Contact Person: 1 Bonding Company: n/ ✓-f-! Address: Mortgage Lender: Address: Architect/Engineer: Address: (Attach Proof of Ownership & Legal Description) Phone: y D State License Number: e l_?C Q 3 -0 87 k- Gil -701— Phone: Y 0 7 3,?17 / 67,57-6— Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced 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 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 permit is verification that I will notify the owner of the pro erty of the requirements f lori Lien Law. 713. C f )-o o f 4atex�/�f Si nature of Owner/A ent Date Signatur f Contractor/A ent / Signature g Print Owner/Agent's N me Pri t Co tractor/Ag is Name tgnatu of Notary -State of Florid r a eter ig ur f^I<lerida My Cooxnis M DD130425 DEBBIE BLANTON 'porn Expires July 01, 2006 N1Y CO?fWISSION # DD 188491 Owne gent is K Personally Known to Me or Contract�� r/A^"fit. i`s" �Rerston°al�y { fieW4i @yor Produced ID Pr dttere2ll040TAF'Y FL Notary Discount Assoc. Co. APPLICATION APPROVED BY Special Conditions: Bldg: 1EIMK —Zoning: (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) Q L',J� Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http ://www. scp afl. org/pls/web/re_web. seminole_county_title?parcel=1820315 0600001260... 11/4/2005 �; gi irk yd si? ,� 1 l5 DAVID JOHNSON, CFA, ASA 10a s3 PROPERTY ,'i,� ,',,`,',:�` 107 APPRAISER SEMINOLE COUNTY FL. 1101E. FIRST 57 OA02- Tk.J SADLFORO, FL 32771-] 468 407-665-7506 or -1 k3 i18 11+ 116 115 114 113 11[ 1t1 110 1W 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 18-20-31-506-0000-1260 Number of Buildings: 1 Owner: SINGH MAHABALLI & MALA Depreciated Bldg Value: $131,044 Mailing Address: 322 APPALOOSA CT Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32773 Land Value (Market): $28,000 Property Address: 322 APPALOOSA CT SANFORD 32771 Land Value Ag: $0 Subdivision Name: BAKERS CROSSING PHASE 2 Just/Market Value: $159,044 Tax District: S1-SANFORD Assessed Value (SOH): $159,044 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $134,044 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,688 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $2,688 WARRANTY DEED 12/2003 05164 1498 $170,900 Improved Yes Save Our Homes (SOH) $0 Savings: WARRANTY DEED 08/2003 04981 1921 $212,500 Vacant No 2005 Taxable Value: $134,710 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick... Frontage Depth Method Units Price Value LOT 126 BAKERS CROSSING PHASE 2 PB LOT 0 0 1.000 28,000.00 $28,000 62 PGS 97 - 99 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2003 10 1,361 2,778 2,321 CB/STUCCO $131,044 $133,040 FAMILY FINISH Appendage / Sgft OPEN PORCH FINISHED / 33 Appendage / Sgft GARAGE FINISHED/ 424 Appendage / Sgft UPPER STORY FINISHED / 960 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou recently purchased a homesteaded property our next ear's property tax will be based on Just/Market value. http ://www. scp afl. org/pls/web/re_web. seminole_county_title?parcel=1820315 0600001260... 11/4/2005 PLAT OF SURVEY LOT 126, BAKERS CROSSING PHASE 2 AS RECORDED IN PLAT BOOK 62, PAGES 97-99, OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PERMIT # j LOT 138 1 I OFFICE LOT 125 C tM 'ITP h WALK IS B 10 UTILITY —1.3' -OFF - - PT a _ _ _ _ 143.52' N90'00'00"E WALK IS 1.3 OFF_ t N90'00'00"W 50.00'-.;$ NibNlp d� itn I 235.00' APPALOOSA COURT 378.52' - - TRACT "A,1 CENTERLINE OF 50' RIGHT OF WAY RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA MAHABALLI SINGH AND MALA SINGH CH MORTGAGE COMPANY, I , LTD. NOTE: . ALL DIRECTIONS AND DISTANCES HAVE SEEN FIELD VERIFIED AND ANY NCONSISTENCIES HAVE BEEN NOTED ON THE ;URVEY, IF ANY. !. PROPERTY CORNERS SHOWN HEREON WERE ET/FOUND ON 12-11-03, UNLESS OTHERWISE HOWN. i. THE SURVEYOR HAS NOT ABSTRACTED THE AND SHOWN HEREON FOR EASEMENTS, RIGHT OF lAY, RESTRICTIONS OF RECORD WHICH MAY FFECT THE TITLE OR USE OF THE LAND. . NO UNDERGROUND IMPROVEMENTS HAVE BEEN DCATED EXCEPT AS SHOWN. . NOT VALID WITHOUT THE SIGNATURE AND THE RIGINAL RAISED SEAL OF A FLORIDA LICENSED URVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED, BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 126 AS BEING N90'00'00" E PER PLAT. ; (FIELD DATE:) 8-26-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: _SJ JOB NO. ASM42096 IFINAL 12-11-03 CKB DRAWN BY: FOUNDATION 9-4-03 CKB LOT PLAN 7-24-03 JAL LEGEND — BUILDING SETBACK LINE - - CENTERLINE RIGHT OF WAY LINE _IALZ4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBW6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1" = 30' GRAPHIC SCALE 0 15 30 —A PC Q FND NAIL AND DISC LB #6393 (12/11/03) �I FND 1/2" IRON ROD AND CAP LOT 137 1 LOT 136 I 50.00' I o S90'00'00"E 1 a ARC LENGTH LOT 126 DENOTES CHORD BEARING s �1 M DENOTES POINT OF CURVATURE PI �A'� 40.0' 5.0' PT DENOTES POINT OF TANGENCY TWO CON RETETORY BLOCK 0- LOT 127 o & WOOD FRAME 0 RESIDENCE 00 c a FINISH FLOOR < ELEVATION=2B.5a C) 0 RP .— OHU n� COVERED ENTRY a 53* -. n 13.0' ,r{'•'��—� 7„ � I P — 5.0' 'ITP h WALK IS B 10 UTILITY —1.3' -OFF - - PT a _ _ _ _ 143.52' N90'00'00"E WALK IS 1.3 OFF_ t N90'00'00"W 50.00'-.;$ NibNlp d� itn I 235.00' APPALOOSA COURT 378.52' - - TRACT "A,1 CENTERLINE OF 50' RIGHT OF WAY RIGHT OF WAY CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: D.R.H. TITLE COMPANY OF FLORIDA INC. FIDELITY NATIONAL TITLE INSURANCE COMPANY OF PENNSYLVANIA MAHABALLI SINGH AND MALA SINGH CH MORTGAGE COMPANY, I , LTD. NOTE: . ALL DIRECTIONS AND DISTANCES HAVE SEEN FIELD VERIFIED AND ANY NCONSISTENCIES HAVE BEEN NOTED ON THE ;URVEY, IF ANY. !. PROPERTY CORNERS SHOWN HEREON WERE ET/FOUND ON 12-11-03, UNLESS OTHERWISE HOWN. i. THE SURVEYOR HAS NOT ABSTRACTED THE AND SHOWN HEREON FOR EASEMENTS, RIGHT OF lAY, RESTRICTIONS OF RECORD WHICH MAY FFECT THE TITLE OR USE OF THE LAND. . NO UNDERGROUND IMPROVEMENTS HAVE BEEN DCATED EXCEPT AS SHOWN. . NOT VALID WITHOUT THE SIGNATURE AND THE RIGINAL RAISED SEAL OF A FLORIDA LICENSED URVEYOR AND MAPPER. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120289 0045 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED, BEARINGS SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 126 AS BEING N90'00'00" E PER PLAT. ; (FIELD DATE:) 8-26-03 REVISED: SCALE: 1" = 30 FEET APPROVED BY: _SJ JOB NO. ASM42096 IFINAL 12-11-03 CKB DRAWN BY: FOUNDATION 9-4-03 CKB LOT PLAN 7-24-03 JAL LEGEND — BUILDING SETBACK LINE - - CENTERLINE RIGHT OF WAY LINE _IALZ4 EXISTING ELEVATION CONCRETE LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT (P) PER PLAT (M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LBW6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO. FLORIDA 32801- (407) 426-7979 1" = 30' GRAPHIC SCALE 0 15 30 —A PC Q FND NAIL AND DISC LB #6393 (12/11/03) ® FND 1/2" IRON ROD AND CAP LB #6393 (12/11/03) CNA CORNER NOT ACCESSIBLE L DENOTES DELTA ANGLE LDENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT OHU OVERHEAD UTILITY LINE . ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE HEREBY CERTIFY, THAT THIS BOUNDARY URVEY, SUBJECT TO THE SURVEYOR'S NOTES ONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH Y THE FLORIDA BOARD OF PROFESSIONAL URVEYORS AND MAPPERS IN CHAPTER IG17-6, FLORIDA ADMINISTRATIVE CODE URSUANT TO CHAPTER 472.027, FLORIDA f Z-11-�3 FOR THE FIRM WILLIAM R. M SCATELLO JR, PSM# 928 DATE zx 7R41 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 CTYPICAL 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) 7674774 FAX: (386) 767-6556 . I PAGE I © COPYRIGHT 2004 3 q -1 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. JM 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 PERI CHAPTER 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" I 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) 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-7 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: (2) #10 x 1-1/2" S.M.S. THROUGH SPLINE GROOVES EDGE BEAM SIDE WALL HEADER 1" x 2" OPEN BACK ATTACHED ATTACHED TO 1" x 2" OPEN TO FRONT POST W/ BACK W/ MIN. (2) #10 x 1-1/2" #10 x 1-1/2" S.M.S. MAX. 6" I S.M.S. 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 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 ✓ALLS MIN. 1" FROM EDGE OF :ONCRETE TYPICAL & ALTERNATE CORNER DETAIL 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 c @ COPYRIGHT 2004 3A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I-, SECTION 7 1 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. #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES CAULK -. ALL EXPOSED SCREW HEADS .. .�.. ........ :i o ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL = EXISTING HOST STRUCTURE SCALE: 3" 1'-0" WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES CAULK FOR MASONRY USE ALL EXPOSED SCREW HEADS 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. .:.::z ...... FOR WOOD USE #10 x 171/2" " Z a ' ,�..... S.M.S. OR WOOD SCREWS @ ..n'_.....::� 12" O.C.: ROOF PANEL ROOF -PANEL TO WALL DETAIL --- SCALE: 3" = 1'-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 # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 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. GLASS & MODULAR ROOMS UNIFORM LOAD l a A B SINGLE_ SPAN -CANTILEVER - UNIFORM LOAD rililIT-1 111111 l l A B C 7 OnAAO SECTION 313 UNIFORM LOAD l A B 1 OR SINGLE SPAN UNIFORM LOAD rI I I I I I 1 Z 1 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) 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 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 A ...:..-1 4. ,F 44n Mou vnlnri+v iminn dacinn Innd of 11 ft/SF Sections 3'-0" 3'-6" Tributary Load Width W'= Purlin Spacing 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 AllowableHeight 'H' ! bending 'b' or deflection 'd' 7'-0" 1 7'-6,- '-6"Allowable 2" x 2" x0,044" Hollow 9'-5" b 8'-9" b 8'-2" b T-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5' b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b T-11" b T-7" 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 T-8" b T-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" 12'-5" b 811_1„1''=ti. '11'-6” 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" 20'-5" b 19'-3" b 18'-3" b 1T-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" 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" RO'-5" 9'-9" b 9'-2" b 8'-8" b 8'-3" b T-11" b T-7" b 7'-4" b T-1" b 2" x 3" x 0.045'" Snap 14'-4" 8'4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-1" b 2" x 4" x 0.045" Snap 17'-7" 10'-3" b 15'-3" b 1 14'-4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind gust at<Tzu-mi mweloclry; using ae51911 Wdu ui 1-� m.Jr Tributary Load Width W'= Purlin Spacing Sections 3'-0" ' 3'-6" 4'-0" 4'-6" 5' 0" 5'-6" �6�=0':� 6'-6" Allowable Height 'H' / bending 'b' or deflection 'd' T-0" T-6" 2" x 2" x 0.044" Hollow 8'-8" 8'-0" b 7'-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 2" x 0.055" Hollow 9'-5" 8'-9" 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" Id 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7.'�4_: b> T-8" b :::7- T-1" b 6'-10" b 6'-7. b 3" x 2" x 0.070" 3" Hollow 12'-1" 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" 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 - " 14'-11" b 13'-10" b 12'-11"b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b .2"x-4"'x'0:046"'.`S WECC- 17'-6" b 16'-3" b 15'-2" b 14'-4" b 13'-7" b 12'-11" b 12'-5" b 811_1„1''=ti. '11'-6” b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4' b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11" b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'-4" b 9'-7" b 8'-11" b 8'-5" b T-11' b 7'-7" b 7'-4" b T-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 1 13'-3" b 112'-3" b 11'-5" b 10'-9" b1 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" b1 14'-11" b I 14'-n" b 13'-2" b 12'-6" b 1 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) 767-4774 FAX: (386) 767.65% 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 I SECTION 3A Table 3A.1.1-120 Allowable Edge=Beam-.Spa'ns�—Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 0 -0 --MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span VI (bending 'b' or deflection 'd') 1 8,2 an 4 an 3 Span S S Max. p p p Cantilever Load Max. Span 'L' l (bending 'b' or deflection 'd') Width (ft.) 1& 2 Span 3 Sp p an 4 S Max. an 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 54" 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 T-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 T-9" d 4'-4" b 4'-2" b 1 0'-9" d 12 T-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') 1 8,2 Span 3 Span 4 Span Max. Cantilever Load Max. Span V1 (bending 'b' or deflection 'd') Width (ft.) 1 8,2 Span 3 Span 4 Span Max. Cantilever 5 5-8" d T-1" d T-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 7'-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'-9" d 6-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7" d 5'-6" b 0'-11" d 10 5'-1" d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 _-4'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 5'-11" b 0'-11" d x-2=5 3"x--0:045" 2" x 4" x 0.050" Load Widthl(ft.) Max. Span V1 (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' I (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever C5=5 =-7-'-1 —=dF 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 T-11" b 1'-4" d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d T-8" b 7'-5" b 1'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d T-2" b 1 6'-11" b 1'-2" d 8 T-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b 1'-2" d 9 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 8'-2" b T-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'-11" b 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 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 SOLID ROOF PANEL PRODUCTS I SECTION 7 Table 7.3.6 Allowable Spa ns--forzG-024"-=PRO--F•iAB"Composite Panels w/ 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"-z_Op24"Roof-Panel�w/ EZ -LOCK G Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen -Rd -ms"" & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15'-1" 17'-9" 164" 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:MP_Hi 20'-4" 22'-9" 21'-11" r1,7=Y" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 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'-1" 4'-3" 150 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-6" 10'-8" 10'-4" T-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 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" 1 13'-6" 15'-1" 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 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 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" 1 22'-7" 15'-1" 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" 6" 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 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" 25'-6" 28'-6" 27'-6" 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-0" 25'-8" 18'-5" 20'-7" 19'-10" 4'-0" 123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 17'-10" 1 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" 154" 14'-10" 4'-0" Note: Total roof panel width = room width + wall width + overhang EF -METALS USRTM Lawrence E. Bennett, P.E. FL # 16644 1301 di ng Products 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 TELFAX:(3:)767-667774 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 NON- 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 RCAI P 3/4" = V-0" 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. BEFORE SLOPE ALL SLABS) Q TYPE lf=J 'ff r FLAT SLOPE / NO FOOTING 0-2" / 12" TYPE II MODERATE SLOPE FOOTING 2" / 12" - V-10" 4" MIN. (2) #5 BAR CONT. CIN o °.a 12" 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 verif 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, InForceTm e3Tm (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) 76713774 FAX: (386) 767.6556 PAGE p © COPYRIGHT 2004 3A -3H NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. GLASS & MODULAR ROOMS SECTION 313 RIDGE CAP -- #8 x 1/2" (3) PER PANEL --- #8 x 112" @ 24" O.C. ploo I x r- won ow =m r x x x x (°V BEAM SUPPORT STUDS w (TYPICAL) RECEIVING CHANNEL (6) #8 x 1/2" S. M. S. TO STUD AND (8) #8 x 1/2" S.M.S.— fi0 BEAM PANEL � - 2 N ROOF I m xg 2"Xr N C ® 60" MAX ® 2"x 6" SS.M.B. HEADER x �+ ALTERNATIVE BEAM SUPPORT GLASS ROOM FRAMING DETAILS SCALE. 3"= V-0* Lawrence E. Sennett, P.E. FL # 16644 CIVIL ENGINEER - OENELOPMENT CONSULTANT P.O. BOX 214368, S0JTH DAYTONA, FL 32121 TELEPHONE: (386) 787-4774 FAX: (3416) 767-ftM PACE�1+r Ct� COPYRIGH7'2W4 NOT TO 6E ftEPROOU`ED IN WWOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 313-16 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMP, '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 111 NSF Self Mating Sections 51 -0" 6'-0" Tribute 7'-0" Allowable Span'L' Load Width 'W' m Purlin Spacing 8`-0" 9'-0"1 10'-0" / be ding V or dellection'd' IFOF I 12'-0" 2" x 4" x 0.044 x 0.1 0 " 14'-6" d 13'-6" b 12'-6' b 11'-8" b 11'-0" b 10'-5" b 9'-11" b 9'-6" b 2" x 5" x 0.050" x 0.1100" 17'-11" d 16'-8" b 15'-5" b 14'-5" b 13'-7" b 12'-11" b 12'-4" ib 11'-9" b 2" x 6" x 0.050" x E,10--" 21'-0" d 19'-3" b 17'-10" b 16'-8" b 15'-9" b 14'-11" b 14'-3" b 13'-8" b 2" x 7" x 0.055" x 0.1;0" 23'-9" b 21'-9" b 20'-1" b 18'-10` b 17'-9" b 16'-10" b 16'-0" ib 15`-4" b 2" x 7" x 0.055" w/ iart 28'-11" d 27'-3" d 25'-11" d 24'-9" d 23'-7" b 22'-5" b 21'-4" ib 20'-5' b 2" x 8" x 0.072" x 0.94" 29'-8' d 27'-11" d 1 25-11" b 24'-4" b 22'-11' b 21'-9" b 20'-9' lb 19'-10" b 2" x 9" x 0.072" x 0. 4" 32'-7" d 30'-5' b 28'-2" b 26'-4" b 24'-10' b 23'-7' b 22'-8" �b 21'-6" b 2" x 9" x 0.082" x 0.3 0" 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. 9" 40'-7' d 38'•3" d 36' 4" d 34'-9" d 32'-9" b 34'-1' b 29'x" '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 for_Rid&--Birins with Self Mating Beams for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110-.MP,kl,velocity; using design load of 11111 #ISF Self Mating Sections 5'-0" 1 6'-0" Tribute 1 7'-0" 1 Allowable Span Laed Width'W' s Puriin Spacing 8'-0" f 9'-0" 1 10'-0" 1 111'-0• V/ bend(n 'b' or dsflection'd' e1'2:-0"> 2" x 4" x 0.044 x 0.19- 13'-T" b 17-5" b 11'-6" b 1 10'-9` b 10'-1" b 9'-7" b 9'-2' b 8'-9' b 2" x 5" x 0.050" x 0A 16'-10" b 154" b 14'-2" b 13'-3" b 12'-8' b 11'-11' b 11'-4' "b 10'-10" b .2'=x.6--x:0:050_x>0:A-0 19'-5" b 17'-9" b 16'-5" b 15'4" b 14'-6" b 13'-9' b 13'-'1" b.=:SZ-7"----b, 2" x 7" x 0.055" x 0.1 0', 21'-11' b 19'-11" b 18'-6" b 17'-4" b 16'-4" b 15'-6" b 14'-9" . b 14'-2' b 2" x 7" x 0.055' w/ In art 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 0.214" 28'-1" d 25'-10' b 23'-11" b 27.4" b 21'-1" b 19°-11' b 19'-1" b 18'-3" b 2" x 9" x 0.072" x 0.2 4" 30'-8" b 27-11' b 25'-11" b 24'-3" b 27-10" b 21'-8" b 20'-8' b 19-9" b 2" x 9" x 0.082" x 0.3 0" 31'-11" d 30'-1" d 26'-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. 89" 38'-5" d 36'-2' d 34'-2" b 31'-11" b 30'-2" b 28'-7` b 2T'-3" b 26'-1" b Notes: 1. Tables assume extrusion oriented with longer extrusion dimension parallel to applied load. 2. Spans may be interpolated. i Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CCNSULrANT P.O. BOX 21430, SOUTH DAYTONA, FL 32121 TELEPHONE: (988) M7:4774 FAX: (386) 767 -MM PAGE ® Kt pp COPYRIGHT 2e84 3A-22 NOT TO BE REPROOUCEO IN WHOLE OR IN PARI WITHOUT THE WRITTEN PERMISSION OF LAWRENCE H. SENNETr, P.E. �. s `' SECTION 2 ; I ATTACHED & FREE -'STANDING COVERS AND UTILITY SHEDS CONNECTOR MAY BE (2) ANGLES, INTERNAL. U CHANNEL OR EXIrERNAL'U' CHANNEL EACH SIDE OF CONNECTING BEAM W/ SCREWS (PER $ECT10N 9) PRIMARY / FRAMING BEAM (SEE SPAN TABLES $ECTION 2) MINIMUM NUMBERIS.M.S. 3/4'" LONG REQUIREDEQUAL TO BEAM DEPTH (SEE 4ECTION 9) EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (4) #10 x 1-112„ INTERNALLY SECONDARY BEAM / PURLINS(SEE SPAN TABLES SECTION 2) 7 BEAM TO BEAM CONNECTION DETAIL INCH OF BEAM DEPTH LARGER THAN 3" BEAD TO WALL CONNECTION DETAIL SCALE. 3" = 1'-0" iL V Lawrence E. Sennett, P.E. FL # 16644 CIVIL ENGINE.4R • DEVELd>ANENTCONSULTANT P.O. BOX 21J368, SOUTH DAYTONA, FL 32124 TEL"ONE: (386) 767-4774 SAX: (386) 767. AM r� h O COPYRIGHT 2W4 PAGE -1 T4 BE REPRODUCED IN WHOLE OR IN PARTWITHOUT THE WRITTEN PERMISSION OF vri'F ENCS E. BENNETT, P.E. 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 i 2-1/4" ANCHORS OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM HOST STRUCTURE ;MASONRY J es d DEPTH LARGER THAN 3 OR FRAMED WALL f- "- (SELECT FASTENERS FROM w p ALTERNA'T'E CONNECTION: SECTION'S TABLES) a (1) 1-3/4" x 1-3/4"x 1-3/4" x 1/8" INTERNAL!U-CHANNEL ATTACHED TO WOOD FRAME PRIMARY BEAM (SEE SPAN TABLES e � WALL W/ UIN. (3) 3/8" x 2" LAG SCREWS OR TO CONCRETE WALL W/ 1/4" I' OR MASONRY (3) SECTION Z) ANGLE ORRECEIVINGION2) x 2-1/4" ANCHORS OR ADD (1) CHANNEL ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" BEAD TO WALL CONNECTION DETAIL SCALE. 3" = 1'-0" iL V Lawrence E. Sennett, P.E. FL # 16644 CIVIL ENGINE.4R • DEVELd>ANENTCONSULTANT P.O. BOX 21J368, SOUTH DAYTONA, FL 32124 TEL"ONE: (386) 767-4774 SAX: (386) 767. AM r� h O COPYRIGHT 2W4 PAGE -1 T4 BE REPRODUCED IN WHOLE OR IN PARTWITHOUT THE WRITTEN PERMISSION OF vri'F ENCS E. BENNETT, P.E. `a SCREEN m ENCLOSURE IL MEMBER BY CFILERS o CAULK BETWEEN WINDOW FLANGE v &SCREEN —1t 0o ENCLOSURE a 98 SHEETIVETAL o SCREW o INSTALLATION SCREW ANCHOR HEADW FRAME NERD U �— tVIA—�•r`� o �ti � � LI�✓ N Icf m � + !"1% I rll E� IGH SILL 111 CAULK BETWEEN p VANDOWFLARGE z &SCREEN ENCLOSURE ME SCREEN 0 1-- ENCLOSURE MEMBER c� BY OTHERS 1 6 0 LL SECTION B - B SCREEN ENCLOSURE MEMBER 8YOTHERS WIND01'I WIDTH CAULK BETWEEN WINDOW FLANGE & SCREEN I ' CA ULK BETViEE N ENCLOSURE i VAND04V FLANGE &SCREEN ENCLOSURE At 6 SHEET METAL SCREW K$TALLAT ION SCREW ANCHOR PERMETER CALLK BY OTHERS \--d 6 EET 11ETAL SC SCREW SECTION A - A INsnUanoN SCRFW AKCHOR NOTES: (IJ THIS PRODUCT IS DESIGNED TO COMPLY WITH THE 2001 FLORIDA BUILDING CODE. (2)WINDOW AND VENT MATERIAL SHALL BE 6063 -TS ALUMINUM. (3) WI NDOW VENTS SHALL BE REIMOVED WHEN WINDS EXCEED 75 MPH AS PER SECTION 2002.3 OF THE: FLORIDA BUILDING CODE. (41 SHIM AS REQU AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO SE 1173'. USE SHIMS WHERE SPACE GREATER THAN f1161 IS PRESENT. (6) #8 x 0.750 SHEET METAL SCREW AHCMRS MUST BE USED. p MAX- ALLOWABLE SPACING OF #8 SHEET METAL SCREWS, WITHIN 6' FROM EACH CORNER AND SPACED 18' O.C. MAX. THEREAFTER. (7) CAULK BEHIND FIN WITH LATEX CAULK APPLICATION OF LATEX CAULK MUST COMPLY WITH 1 SEALANT MANUFACTURERS RECOMMENDATIONS. A (8} AN APPRCNED MEMERANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO A ;i CONTROL GALVANIC CORROSION. (9) JAMB I SILLCORNERS AND ALLANICHORS TO BE SEALED WITH SMALL JOINT SEAM SEALANT. 6�3— (10)ALL INSTALLATION ANCHORS MUSTIBE MADE OF A CORROSION RESISTANT IAATERIAL OR COATING. EXTERI)R ELEVATION CUSTOM WINDOW SYSTEMS, INC. 981 N. E, 16th STREET OCALA, FLORIDA 34470 #8 SHEET METAL MIE: CUST01M WINDOW SYSTEM'S AC2YLIC GLAZED SCREW ALUMINUM SLIDING WINDBREAKER INSTALLATION 1185TALLATION INSTRUCTIONS INTO ALU MI NUM PORCH SCREW ANCHOR ENCLOSURE, OUTSIDE MOUNT I NOTE EPY (NEER. DRANN71 By., mGL 1! 12104 TWO TRACK SYSTEM SHOWN, THREE AND FOUR TRACK DISCIPLINE' N.T.S. '� CWS CD1 SYSTEMS HAVE SIMILAR DETAILS. REY LETTER' PREPAREDBY aoFs V OONBULTING SERVICES 384f MONAD 8T_.'NDRTH PORT. FL. 34288 PH 941-023516 FAX 941 i23-243) �,_� Prager Bw'Ideea, Ing ;?Ze 2938 Stonewall P1. Sanford, FL 3277.1 407-324-9960 Permit No. at tm at tm to tet to tet It 6i® it too i Im MARYANNE.MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK OS977 PG 1747 CLERK'S # 2005189947; RECORDED 11/02/2005 01139:35 RM RECORDING FEES 10.00 RECORDED BY D Thomas NOTICE OF COMMENCEMENT STATE OF: >, a1A _ COUNTY OF: �t o THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street qddress if available) A l a os.+ .fid 723 2. General description of improvement: C ,Fr a� �/ [r 1/ n 0 M 3_ Owner information: ` 11 a. Name and Address: �, `j c�'ees j �' ✓�J b. Interest in property: `K� c_ Name and address of fee simple titleholt9er (if other than.own%) A�1RY "qc .,4. Contractor: (name and address) :SELERK, OFCOR( "T i J iF 1 OR10A 2M Stonewan FL 5. Surety: Sanfoad,FL32M a a. Name and address: 407-324M DEPUTY CLERK b. Amount of bond $ ,� `;. ��-_� r /�� . i:. #V0 V02 6. Lender. (Name and Address)`, 7. Persons within the State of Florida designated by Owner upon whom notices or other documents May be served as provided by section 713.3 (1) (a) 7., Florida Statutes: (name and address) 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes: (name and address) the expiration date is one 1 year from the date of 9. Expiration date of notice of Commencement ( p O Y recording unless a different date is specified) Z to 0r Sworn and subscribed before me this AO day of 2005 (Signat re of Notary Public) An i30 a� .. •• oil Linda S e Mi on Expires July e1, 2006 (Signature of Owner) (Owner's Name) -7-7 (Owner's Address) L ARCHITECTURAL REVIEW BOARD APPLICATION Please complete the application form and forward, with requested information, to the Associations property manager for processing. Please do not commence work until you receive approval of your application from the Architectural Review BRard. Association Ndme Date of Application Applicant's Name Phone Number Property Address Changes to be made: ❑ Home Exterior ❑ Landscaping ❑ Pool Addition ❑ Recreational Equipment ❑ Other Provide complete description of what changes will be made. Applications must include lot survey, site plans, diagrams, color chips, material specifications, sample products, photographs and any information which will adequately describe the finished project. All landscaping plans must include the size, number and type of plants to be approved. �I.Ci�'Ti'?'G!`-��f��/✓ �G,f✓-C r7 �'.:.r� �► 1�� ��/`�-c",�/�I'�j�"�-- � Failure to provide complete information will delay the approval process. NOTE: All request must conform to all applicable zoning and building regulations and it is the property owner's responsibility to obtain all necessary permits if application is approved. THIS SECTION TO BE COMPLETED BY ARCHITECTURAL REVIEW BOARD Request: Date Approved / �S / Date Denied BOARD MEMBER'S SIGNATURE: J, 211 t COMMENTS: SUBSTANTIAL COMPLETION: Inspection Date /, Final Inspection Date /. SMI P-4 10100 T'd TS*,z-889-L0f: PenHQNdS UlJdWHS ei,S=LO So t,0 AOW