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HomeMy WebLinkAbout114 Royalty Cir (2)t CITY OFSANFORDPERMIT �APPLICATION RECEIVED Permit # : 06(o • 2-1 �--Date: AC , , t2 Al1.l Job Address: q rosco-+V C'Lcd-c Sabrd n 200 6 t Description of Work: i n oy-) c>- Historic District: Zoning: Value of Work: S (C)t 00 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: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: ,Z!211 ('_. �' CU'1 je ►�l < _ . .-. _ Contractor Name & Address: '-.a 1 b CPx1-1Yn Phone & Fax: 'JL, Bonding Company: Address: Mortgage Lender: . Address: Architect/Engineer. Address: Lid rr LL.Lf l.t Phone: Z4 U l ` ?L,' ' I Z2eK(Q 'Z -�•� ll.i`r�i t1 u:m �'CGtC�-i'�S � Yl(.,�{ •^ )� • , Y Sntaatte LicenseNumber: �fi- Rv• aontact Person: !V l(.f o- My Phone: 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 d in the public records of this county, and there may be additional permits required from other governmental entities such as water management dis .cis, s e encies, or federal agencies. Acceptanceof p fieation tha 11 notify the owner of the pr petty/o�f the req=noorida Lie S71 . Sig` ature;o Owner/Agent ate nature of Contractor/Agent Date �� q 2I Inez aignatu�re Oet/Age 'sN eo tractor/A nt'se 4[Zn of Notary -State of Florida Dat tg a r tazigCmw Rfiillhrikjg Dat" / t - Merlette RMosl ey My Commission DD191455 • My Commission DDI 9 45X,De Expires July 06, 2007 Owner/A Personal) Known to a.5 or Contractor/Agent is _personally Known to Me or _ Produceell '(p't'� July 09, 2007 —Produced ID IV) I ISL�Y) �e rsnr� APPLICATION APPROVED BY: Bldg: Zot �� Utilities: FD: (Inmal & Da[e) (Ini I D e) (initial & Date) (Initial & Date) ENv� Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number -xk (_LL 0L I A, DAVID JOHNSON, CrA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101E. FIRST sT SANFORD, FL 32771.1468 407-665-7506 4 71 GENERAL Parcel Id: 33-19-30-5QS-0000-0120 Owner: HANSEN STEVEN M & LYNETTE Mailing Address: 114 ROYALTY CIR City,State,ZipCode: SANFORD FL 32771 Property Address: 114 ROYALITY CIR Subdivision Name: CROWN COLONY SUBDIVISION Tax District: S1-SANFORD Exemptions: 00 -HOMESTEAD Dor: 01 -SINGLE FAMILY SALES Deed Date Book Page Amount Vac/Imp SPECIAL 04/2003 04803 1624 $135,700 Improved WARRANTY DEED WARRANTY DEED 12/2002 04646 0743 $480,000 Vacant Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 44,000.00 Page 1 of 1 A 4;44 lei! �a 4 . 1 ter; U # !1t e 2006 WORKING VALUE SUMMARY Value Method: Market Number of Buildings: 1 Depreciated Bldg Value: $151,364 Depreciated EXFT Value: $0 Land Value (Market): $44,000 Land Value Ag: $0 Just/Market Value: $195,364 Assessed Value (SOH): $124,169 Exempt Value: $25,000 Taxable Value: $99,169 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $2,235 Qualified 2005 Tax Bill Amount: $1,907 Yes Save Our Homes (SOH) Savings: $328 No 2005 Taxable Value: $95,552 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PLATS: Pick... Value LOT 12 CROWN COLONY SUBDIVISION PB $44,000 61 PGS 76 - 78 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Num Bid Type Bit Fixtures SF SF SF Ext Wall Bid Value New 1 SINGLE 2003 7 1,617 2,053 1,617 CB/STUCCO $151,364 $153,669 FAMILY FINISH Appendage I Sqft GARAGE FINISHED/ 415 Appendage / Sgft OPEN PORCH FINISHED / 21 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished,Base Semi Finshed 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 Jusf/Market value. http://www. scpafl.org/pls/web/re_web. seminole_county_title?PARCEL=3319305 QS 0000... 6/26/2006 l At SEM-MikV, U0 "I is�, � ' V4 3 A N"; {1Sg91 �t �f�d, � "3 274TICE OF COMMENCEMWIRpt= -; 0 E2€ f1IiE_D c c+la t i Matj 04 05 08:58a Ed 8enez Hiuminum IUtib-I YnUUUzj �= 1 POWER OF ATTORNEY Date: 2O�./V ) I hereby name and appoint&20� - of cd seoel Ala1w s to be my lawful attorney Ln fact to act for= &,Id apply to the Building Department for a L �1 Yom:; For work to be perforn.cd at a location described as. Section_ Township Range Lot Block and to sign my name and do all things ncccssary to this appointment. Type o" Name of % �54:�LA64 ctor and Contractor's License Number Signature of Regisar or Ccrtif i!9 contractor The foregoing instrument was imowiedged befi�rc me thin day of � v `l�� af2f�Q By L_4jLWA1AS1!rL61 11 Who is personally known to niewho prod=d As identification. and who did not take oath. State of Florida Meriefte R Moe* + My Commission DD191466 NW at Expires July 06, 2007 Seat r PLOT PLAN for: MARONDA hvMES, INC. i Proposed Lot 12, CROWN COLONY SUBDIVISION in the City of Sanford, Seminole County, Florida lying in Section 33, Township 19 South, Range 30 East, Seminole County, Florida. DESCRIPTION: That port of Lot 39, NEW UPSALA, recorded in Plot Book 1, Page 67 of the Public Records of Seminole County, Florida and being more particularly described as follows: Commence at the Northeast corner of said Lot 39, NEW UPSALA; thence N 89 5226" W, 228.62 feet along the North line of said Lot 39 to the West line of the East 228.62 feet of said Lot 39; thence S 00 06'19" E, 137.15 feet along the West line of the East 228.62 feet of said Lot 39 for a Point of Beginning; thence continue S 00009" E, 60.00 feet along said West line; thence leaving said West line run N 8950'58" E, 116.96 feet to o curve concave Southeasterly having o radius of 100.00 feet; thence from a Tangent Bearing of S 10'44'20" W run Northeasterly 44.52 feet along the arc of said curve through a Central Angle of 253031"; thence leaving said curve from a Tangent Bearing of N 36'14'42" E run N 455859" W, 28.06 feet; thence S 8950'58" W, 114.49 feet to the Point of Beginning. LOT 39. NEW UPSALA P.B. 1, PAGE 67 500006' 19"E 60.00' i W �L0 0 to Z 10.00' 10.00' Ni 5' F.E. - " 20' D.E. PROPOSED LOT 12 CONCRETE PAno : b 40.00' MODEL: CHESAPEAKE' K' (3-2) BLOCK FINISHED FLOOR ELEVATION— 48.60 b DRAINAGE TYPE: ' A' 9 WITH 10' x 20' to CONCRETE PATIO POINT OF BEGINNING 3' BUILDING SETBACKS � FRONT: 25' i;A6' REAR: 20' 16.0 SIDE: 7.5' CONCRETE SIDE STREET: 20' DRIVE BUILDING LINE: 60' LOT 12 CONTAINS 7,451 SQUARE FEET/0.171 ACRES TANGENT. B FLOOD CERTIFICA TION 20-w BASED ON THE FEDERAL EMERGENCY p MANAGEMENT AGENCY. FLOOD INSURANCE RATE MAP. THE STRUCTURE A� !0 L� \ \ E 39� SHOWN HEREON DOES Nor LIE WITHIN t. THE 100 YEAR FLOOD HAZARD AREA. "J' R+ M �J 1 THIS STRUCTURE LIES IN ZONE ' X p q�.5e� EFFECTIVE DATE. APRIL 179 JCOMMUNITY PANEL NO. 90045 E a� RC 3Qr (� MAP REVISION DATE: (SUBJECT TO CHANGE) S ' tires? NOTES - 1. 1. BEARINGS ARE BASED ON THE NORTHERLY LINE OF PROPOSED LOT 12 BEING SB9W'58'W! `�'i Q f% - 2. ELEVATIONS AND LOT DRAINAGE TYPE SHOWN �l 11 1HEREON ARE BASED ON SITE ENGINEERING } ro PLANS FOR THE PROJECE 9 J. BUILDING TIES ARE TO FOUNDATION. 4. PLOT PLAN ONLY. LOT HAS NOT EN STAKED • \� �' 0' 5' 10' 20' IN THE FIELD. 5 EASEMENTS SHOWN HEREON ARE PER PROPOSED GRAPHIC 5CALE CROWN COLONY SUBDIVISION/ THIS IS NOT A SURVEY. THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS end MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO INC INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. ABBREVIATIONS/LEGEND: N0. -NUMBER R. -RADIUS �pWEST 500`0919'E 137.15' LINE OF EAST 226.62 FEET OF Lar 39 i F.E.-FENCE EASEMENT D.E.-DRAINAGE EASEMENT CH. -CHORD P.C.-POINT OF CURVATURE ARC -ARC LENGTH L.B.-LICENSED BUSINESS O.R-OFFICIAL RECORDS CH.BRG.-CHORD BEARING p� M U.E.-UTILITY EASEMENT D.U.&S.E.-DRAINAGE, UTILITY & C CENTERLINE A/C -AIR CONDITIONER PAD &DELTA (CENTRAL ANGLE) O.&!.LE.-L)R.,NNACC & UTILITY EASEMENT SIDEWALK EASEMENT tu 'Q z LOT 39 NEW UPSALA P.B. 1, PAGE 67 POINT OF / COMMENCEMENT / '-' NORTHEA5T CORNER OF ^ LOT 39. NEW UPSALA PLAT BOOK 1. PAGE 67 0 0 1n 0 F.H.A. PLOT PLAN a) P - DENOTES PROPOSED ELEVATION PER ENGINEERING PLANS. 10.00 E - DENOTES EXISTING ELEVATION PER ENGINEERING PLANS. 3' BUILDING SETBACKS � FRONT: 25' i;A6' REAR: 20' 16.0 SIDE: 7.5' CONCRETE SIDE STREET: 20' DRIVE BUILDING LINE: 60' LOT 12 CONTAINS 7,451 SQUARE FEET/0.171 ACRES TANGENT. B FLOOD CERTIFICA TION 20-w BASED ON THE FEDERAL EMERGENCY p MANAGEMENT AGENCY. FLOOD INSURANCE RATE MAP. THE STRUCTURE A� !0 L� \ \ E 39� SHOWN HEREON DOES Nor LIE WITHIN t. THE 100 YEAR FLOOD HAZARD AREA. "J' R+ M �J 1 THIS STRUCTURE LIES IN ZONE ' X p q�.5e� EFFECTIVE DATE. APRIL 179 JCOMMUNITY PANEL NO. 90045 E a� RC 3Qr (� MAP REVISION DATE: (SUBJECT TO CHANGE) S ' tires? NOTES - 1. 1. BEARINGS ARE BASED ON THE NORTHERLY LINE OF PROPOSED LOT 12 BEING SB9W'58'W! `�'i Q f% - 2. ELEVATIONS AND LOT DRAINAGE TYPE SHOWN �l 11 1HEREON ARE BASED ON SITE ENGINEERING } ro PLANS FOR THE PROJECE 9 J. BUILDING TIES ARE TO FOUNDATION. 4. PLOT PLAN ONLY. LOT HAS NOT EN STAKED • \� �' 0' 5' 10' 20' IN THE FIELD. 5 EASEMENTS SHOWN HEREON ARE PER PROPOSED GRAPHIC 5CALE CROWN COLONY SUBDIVISION/ THIS IS NOT A SURVEY. THE UNDERSIGNED AND CAVONE, INC. LAND SURVEYORS end MAPPERS MAKE NO RESERVATIONS OR GUARANTEES AS TO INC INFORMATION REFLECTED HEREON PERTAINING TO EASEMENTS, RIGHTS OF WAY, SETBACK LINES, AGREEMENTS AND OTHER MATTERS, AND FURTHER THIS INSTRUMENT IS NOT INTENDED TO REFLECT OR SET FORTH ALL SUCH MATTERS. SUCH INFORMATION SHOULD BE OBTAINED AND CONFIRMED BY OTHERS THROUGH APPROPRIATE TITLE VERIFICATION. ABBREVIATIONS/LEGEND: N0. -NUMBER R. -RADIUS P.T.-POINT OF TANGENCY P.1. -POINT OF INTERSECTION CONC-CONCRETE L.S.-LAND SURVEYOR W.E.- WALL EASEMENT P.R.C.-PCJNT OF REVERSE CURVATURE F.E.-FENCE EASEMENT D.E.-DRAINAGE EASEMENT CH. -CHORD P.C.-POINT OF CURVATURE ARC -ARC LENGTH L.B.-LICENSED BUSINESS O.R-OFFICIAL RECORDS CH.BRG.-CHORD BEARING P.C.C:-POINT OF COMPOUND CURVATURE S.&U.E.-SIDEWALK & UTILITY EASEMENT U.E.-UTILITY EASEMENT D.U.&S.E.-DRAINAGE, UTILITY & C CENTERLINE A/C -AIR CONDITIONER PAD &DELTA (CENTRAL ANGLE) O.&!.LE.-L)R.,NNACC & UTILITY EASEMENT SIDEWALK EASEMENT LOT by NEIL W.O.2002-12016 CADO FILE. CROW NCOL12.DWG - . 1 ... - . --j Steve Hansen 114 Royalty Cir Sanford, Ft Ed Senez Aluminum 720 N. Volusia Ave Orange City, FL Layout: M.W.S. (5/18/06) 00 r 60" 3" X X M N Elite (2x2) � o o (1x2) 10'x 20'Screen Room 1/4" = 2' HnST STRUCT11RF. 3" Elite Roof 2x2) Edge Beam 22' Top View X X N M 60" 3" X X M N Elite Roof 3" Elite Roof 2x2) Edge Beam 22' Top View X X N M 60" X M X X M N 11' 7'9" 20' Front View 60 a i` P t 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 'I VPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3AA A) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL CABLE SOLID ROOF ENCLOSURE SCALE: N:T.S. Lawrence E. Bennett, P.E: FL # 16644 CML ENGINEER. DEMOPMENTCONSULTANT i //� �� ✓Q �} C ,Q P.O. BOX 214388, SOUTH DAYTONA, FL 32121 7 / TELEPHONE: (388) 787-4774 FAX: (388) 7878888 PAGE ® COPYRIGHT 2084 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E SENNETT, P.E. 3A-1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS D• EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) HEIGHT (h) 1" x 2 *— MIN. 3-1/2' SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS PAGE 3A-37,38,19) W/ SOLID ROOF TYP. FRONT VIEW FRAMING ' (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1"x 2' PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WIDTH FOR ROOF BEAM 'P/2' SIZE BEAM AND UPRIGHTS (SEE TABLES) O.H. SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) VARIES VARIES ALTERNATE CONNECTION 'P/2' @ FASCIA ALLOWED (SEE SECTION 7 FOR DETAILS) z� 1117 �U P = PROJECTION FROM BLDG. LW = LOAD WIDTH - r NOTES: P` VARIES 1. ANCHOR 1" x 2' OPEN BACK EXTRUSION W/ 1/4'x.2-1/4" CONCRETE FASTENER MAX. OF 2'-0" O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR V x 2" TO WOOD WALL W/ #10 x 2-1/2" S:M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-1231 130 1 140 150 #8 #10 #1 PICAL SCREEN ROO SCALE: 3/1W — ' Lawrence E. Bennett, P.E. FL # 16644 cmc �rn�- DevEtOFwl�nrr oonlsln.Tavr P.O. BOX 21438 , SOUTH DAYTON& FL 32121 TELEPHONE: MWW4 FAX: (388) M -M I PAW 3 w .2 I ®N REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-112" S.M.S. MAX. 6" FROM EACH END OF POST AND ZV O.C. FRONT WALL GIRT SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: '?) #10 x 1-1/2" S-M.S. HROUGH SPLINE GROOVES 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. NDE WALL HEADER ►TTACHED TO 1" x 2° OPEN LACK W/ MIN. (2) #10 x 1-112" ).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/ 114" x 2-114" ONCRETE/MASONRY NCHORS Q 6" FROM EACH OST AND 24" O.C. MAX. AND /ALLS MIN. 1" FROM EDGE OF 0NCRETE ITYXPICAL" & ALTERNATE CORNER TAIL SCALE: 3" =1'.0 Lawrence E. Bennett, P.E. FL ,# 16644 CM1.EWMMR-DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE. (388) 787.4774 FAX MM 787.8888 PAGE ® COPYRIGHT2804 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PAN%PE (4)1 /4" x 4" LAG BOLT 1-1/4" FENDER WASHERS 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG 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. SECTION 3A RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x20,2"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 RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 240 O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CML MGIMWR-DEMOP6/ENTOONSULTAW P.O. Box 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 787-4774 FAX: (386) 7676 PAGE ® COPYRIGHT20U 4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-7 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE DETA (3) #10 x 1-1/. (2) #10 x 11/2 ANCHOR 1" CONCRETE' CONCRETE ANC 6" OF EACH POST ANE MIN. 3-117 CONC.6x6- 0 VAPOR BA ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONQ 6x6 -10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE iEADER CLIPS MAY BE TOTED FOR INTERNAL 'SYSTEMS #10 x 1 1/2" S.M.S. ',REW BOSS :XTRUSION IIN. IN CONCRETE HEADER BEAM (4) #10 x 1/2" S.M.S. EACH SIDE OF POST H -BAR OR GUSSET PLATE 2"x2"OR2"x3°OR2'S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. EACH POST 1" x 2" EXTRUSION 1-118" MIN. IN CONCRETE SCALE: 3" =1'-0" Lawrence E. Bennett, P.E. FL # 16644 CMLEMoM R-DEMORAMTCOMS(KTANT P.O. BOX 2143M SOUTH DAYTONA, FL 82121 TELEPHONE. PM 787-1774 FAX MM 767 PAGE ® COPYRIGH =4 3A-4 Nt)T TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE wRRTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. —....w_-_ .. 7 SECTION 3A t SCREEN, ACRYLIC &VINYL ROOMS UNIFORM LOAD UNIFORM LOAD ■I®■■i■■■■■�■ sIa :� UNIFORM LOAD 2 SPAN l 1 OR SINGLE SPA UNIFORM LOAD ■■■■■■■■■■■■■■■■■■■■■■■■ UNIFORM LOAD 3 SPAN A B C D t 4 SPAN NOTES: 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. i SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CM ENGINEER • DEVELOP111W CONSULTANT P.O. BOX 21430% SOUTH DAYTONA, FL 92121 TELEPHONE: rA%W-W4 FAX:'(968)7876688 PAGE Q ® COPYRIGHT 2004 PERMISSION OF LAWRENCE a BENNETT. P.E.3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRnTEN UNIFORM LOAD 3 SPAN A B C D t 4 SPAN NOTES: 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. i SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CM ENGINEER • DEVELOP111W CONSULTANT P.O. BOX 21430% SOUTH DAYTONA, FL 92121 TELEPHONE: rA%W-W4 FAX:'(968)7876688 PAGE Q ® COPYRIGHT 2004 PERMISSION OF LAWRENCE a BENNETT. P.E.3A-8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRnTEN SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair. Rail Spans or Header Spans for Screen. Acrylic or Vinyl Rooms Aluminum Alloy lM T.8 Motes: the 1. Above spans do not lRxkde length of Imes brace. Add horizontal distsnce from uprW to center of brace to beam conned to above spans for total beam apmu. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 cMejpWM.MMOPaMroo►e Uff P.O. WX 211M SCUM DAYTONII FL 82121 TajWHOM MM -4774 FAX MW -6366 PAGE ® 2884 3A-24 NOT TO 88 REPMM W IN WHOLE OR IN PART WITHOUT THE wRnTfI6 FaRee Cr LAWReJCE F-eENNE7T, PS SOLID `ROOF PANEL PRODUCTS Co w INDUSTRY STANDARD ROOF PANELS 12.00" 12" WIDE it VARIOUS, HEIGHT RISER ROOF PANEL SCALE: 3" = V-0" r im o ch 12.00" 92" WIDE:x 3" RISER INTERLOCKING ROOF PANEL SCALE: 3m =1'-0" SECTION 7 LU 12.00" CLEATED ROOF PANEL SELECT PANEL DEPTH FROM SCALE: 3" =1'-0' ALUMINUM SKIN TABLES E.P.S. CORE 91 . . ........................ -IE - .., r- J� w ....................... .............. SIDE CONNECTIONS VARY ZZa a o (DO NOT AFFECT SPANS) Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENTCONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) M-4774 FAX (386) 76745M NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 PAGE 7-1 I SECTION 7 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 Q 8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS p� �•'.'.:."''' ' ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3"= 1'-0" WOOD FRAME, MASONRY OR #8x 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. ;.;: FOR WOOD USE #10 x 1-1/2",�' '' S.M.S. OR WOOD SCREWS @'�7: 12" O.C.-. ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3"= l' -O" 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: J 1100-1231 130 1 140 1 150 #8. #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644 CML EVGfNEER- DEYELmmirCONSULTANT P.O. BOX 214968, SOUTH DAYTONA, FL 32121 TELEPHONE: (388) 787-4774 FAX: (388) 78743668 PAGE ® ®COPYRIGHT 2004 7 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SOLID ROOF PANEL PRODUCTS I SECTION 7 PAN ROOF ANCHORING DETAILS RIDGE CAP SEALANT PAN HEADER (BREAK - FORMED OR EXT.) #8 x 9/18" TEK SCREWS @ HEADERS AND PANELS ON PAN RIBS EACH SIDE BOTH SIDES OF BEAM FOR GABLED APPLICATION CAULK ALL EXPOSED SCREW — — HEADS & WASHERS #8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER — — — ALTERNATE CONNECTION: PAN OR COMPOSITE ROOF #8 x 1-1/4" SCREWS (3) PER PANEL PAN INTO BEAM THROUGH BOXED END OF PAN AND #8 x 1/2" S.M.S. (3) PER PAN HEADER ALONG PAN BOTTOM WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1" CAULK ALL EXPOSED SCREW HEADS & WASHERS FOR COMPOSITE RO %S: #10 x (t + 1/2") S.M.S. 1-1/4"0 FENDER WASHERS @ 12" O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT (SHOWN) AND 24" O.C. @ �N-BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM DETAIL SCALE: 3"= V-0" �e....... ................... .................. ................................ PANEL TO BEAM FASTENING SCALE: 3"= if -On FOR PAN ROOFS: (3) EACH #8 x 1/2" LONG S.M.S. PER 12" PANEL W/ 3/4" ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTION 7) SUPPORTING BEAM (PER TABLES) 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) 767-66N PAGE © COPYRIGHT2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7'21 ED SENFZALUMINUM SPECUM SOLID ROOF PANEL PRODUCTS (MANUFACTURERS PROPRIETARY PRODUCTS 000g vcc0 I�.................... 48.00" or 2 0 # DENSITY E.P.S. FOAM & 3105 H-14 OR H-25 ALUM ELITE ALUMINUM CORPORATION ELITE COMPOSITE PANELS SCALE: 3"= VI SECTION 7 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT Elite Aluminum Corporation P.O. BOX 214365, SOUTH DAYTONA, FL 32121 1801 N.W. 64th Street TELEPHONE: (386) 767.4774 Pad Pmdu&AFt Lauderdale, FL 3331]9 FAX: (388) 767.65x6 Te1: (954) 491-3700 Fax: (954) 491-1433 PAGE ® COPYRIGHT 20H7-33 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.2.1 Allowable Spans for Elite Composite Roof Panels'for Various Loads Elite Aluminum Corporation Statewide Product Approval OFL1049 an acturers ary Products: Aluminum Alloy 31 H-14 or H-25 Foam Core E.P.S. #1 Density 3" x 48" x 0 024" Pa Foam Core E.P.S'. Structures Screen Rooms Glass &Modular Rooms Overhang I Win Mono -Sloped Roof & Attached Covers 23'-10° Enclosed 25'-9° Cantilever Region 1 &2 3 4 142 2T-11" 182 3 4 All 16'-2" span span span span span span span span span Roofs 100 MPH 21'4' 1 23'-10' 23'-0" 27-9" 21'-11" 15'-1" 1r-9" 19-3" 4'-0" 22'-2". 21'4" 1 23'-10" 27-V 1,186811, 20'-11- 20'-2- 13'-9" 15'4° 14'-10" 4'-0" 120 MPH (y -,r 1 22'-9" 21'-11' 1T-5" 7-5— 710" 12'-6" 13'-11" 13'-6" 4'-0" 1W-70 17-6" 21'-10' 21'-1' 18'-11" 18' 3'_ 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH, 18'-0- 20'-2" isr-F 113'-3- 15' -1"1r -e° 161-3" 11'-1" 12'-11' 12'-6" 4'-0" ' 140 MPH 12'-4" 13'-9" 13'-0- 12'-4"13'-3" 4!-W 10'-3" 11'-6' 11'-1° 4'-3" 45n lupla I7 -d- 13'-9- 13'-8' 12'-4' 13'-9" 13'-3" 9' 8" 10'-8" 10'-4° 1-5" J A 9e A V.VQV rauvw Open Structures Wind Mon o -Slope d Roof Region 1&2 3 4 span span span. Screen Rooms All Attached Cover® 1&2 3 4 span span span Glass & Modular Rooms Enclosed 182 3 4 span ` span span Overhang I Cantilever All Roofs 100 MPH 1 24'-11" 27'41" 2r4° 23'-10° 261-8" 25'-9° 1810 1 20'-10° 20'-2" 4'-0" 110 MPH 24'-11" 2T-11" 2FW 21'41" 24'-6" 23'-8" 16'-2" 19'-0' 18'-8" 4'-0" 120 MPH 23'-10" 28'-8" 25'-9" 20'-0° 22'-10" 224" 14'-0" 1r4° 15'-10" 4'-0" 123 MPH 22'-11" 25-7°.. 241.-9" 19'-10" 22'-2". 21' . 14'4" 16'-0°' 15'-6° 4'-0" 130 MPH 21'-2" 23'-r 22'-10" 18'-8° 20'-10° 20'-2" 13'-r 15'-2° 141-8" 4'-0' 140 MPH 14!-V 16'-2° 1W-70 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5° 16'-2' 15'-r 14'-5" 16'-2" 15'-7" 11'-2" 18'-2" 12'-9" 4'-0° Open Structures Wind Mon -Sloped Roof Region 1 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 1 4 span span- span Glass & Modular Rooms Enclosed 1&2 1 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 23'-5" 26'-2° 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 41-W 110 MPH 23'-6" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" IN -W 1T -b" 4'-0" 120 MPH 22'-3" 24'-11° 24'-1- 19'-1" 21'4" 20'-r .13'-9" 164" 1.4'-10" 4'-0" 123 MPH 21'-5"• 23'-11" 23'-2" 1 W4r 20`-9" 20'-0" 13'-0" 14'-11' 14'-6" 41-0- 130 MPH 19'-9" 22-1" 21'-4" Jr -6" 19'-0" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" I&A" '14'-r 13'-6" I VA- 14'-r 11'x" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" i4! -r 13'-8" I VA" 14'-r 10'-5' 12'4" 11'-4" 4'-0" .1 A YO A V.YdY Open Structures Screen Rooms. Glass &.Modular Rooms Overhang I Wind Mo -Sloped Roof & Attached Covers Enclosed Cantilever Region 1&2 3 4 1&2 3 4 3 4 All span span span span span span span_ span Roofs 100 MPH 26'-11" VA" 29'-1" 25'-W 26'-9" 2r-9" h2(Y-in 22'-5" 21'-8" 4'-0° 110 MPH 26'-11" ' 29'-1° 23'-8° 2V' V 2&44 20'-9° 20'-1" 4'-0" 7 2 -8" r-8 21'-11 2 - 23!4r1 - 1 -6" 4 123 MPH 24W r 26'-0" 21'-4" 23'-11" 23'-1" 1W_V 18'$' 1r-11" 4'-0" 130 MPH 22'-9" tWiV 24'-r 20'-1" 22'-5": 21'-6" 14'-7" 17'-0" 15'-9" 4!-W 140 MPH 15'-r 5" 16'-10' 15'-r 1T-5° 16'-10" 13'-8' W -W 14'-8" 4'-0" 150 MPH 15' T 1-5" 16'-10" 15-r 1r -r 16'-10" 12'-8" 14'-2" 1 13'-9"• 4'-0" Note: Total loot panel wK nl - room wium - wan w1uu r Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTH DAYTONA, FL 32121 TELEPHONE: (38M 787-4774 FAX: (38M 787-6556 ovemany mom MU®I�pM11q�31 MW Elite,Aluminum Corporation Paniol Pmd,de 1801 N.W. 64th Street FL Lauderdale, FL 33309 Tel: (954)491-3700 Fax: (954) 491-1433 PAGE 4 � COPYr COPYRIGHT2004 7-.i4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE BENNETT, P.E. Design Check List fof ftreen / Vinyl Room (page 1 of 2) 1. Design Statement These plans have been designed in accordance with the Aluminum Structures Design Manual. by Lawrence E. Bennett and comply with the Florida Building Code, 200 o apter 20 and ASCE 7-98, Table 6-2; Importance Factor 0.77; Exposure'B'_ or'C' 0 MPH MPH for 3 second wind gust velocity load; Open Design pressures can be found on ge 341: a. 'B' exposure = PSF for Roofs & PSF for Walls b. 'C' exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.00 For'C' exposure design loads, multiply'B' exposure loads by 1A. 2. Host Structure Adequacy Statement: I certify that I have inspected the host structure and it is in good repair and attachments made to the structure will be solid. CCrl - r1P_i Phone: % Contractor Name (please print) G Dater/O Contractor Signature Note: Projection of room from host structure shall not exceed 16'. 3. Building Permit Application Package contains the foilowing. Yes , No A. Project name & address on plans .............................................. B. Site plan or survey with enclosure location ..................................... C. Contractors / Designers name, address, phone number, & signature on plans .... 4 DNotice of consumer rights attached and initialed by consumer .................... EProposed project layout drawing @ 1/8' or 1/10' scale with the following:......... . 1. Plan view with host structure area of attachment, enclosure length, and V/projection from host structure ............................................... t/ 2. Front and side elevation views with all dimensions & heights .................. 3. Beam span, spacing, & size (i.e. 2' x 8' x 0.072" x 0.2240) .................... . 4. Upright height, spacing, & size (i.e. 2" x 8" x 0.072' x 0.2240) .................. J� 5. Chair rail or girls size, length, & spacing (i.e. 2' x 2" x 0.044' x V -V @ 6'-0" O.C.) _ 6. Knee braces length, location, & size (i.e. 2" x 3" x 0.045" for 2" x 8" x 0.072" x 0.224" s.m.b.)............................................................. 4. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & pudin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate Section 3 tables used: ..................................... Beam allowable span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height @ 120 MPH 7 r Required Span @ MPH (b or d) x. (b or d) x (b or d) _ Wind Zone MultiplierExposure Multiplier B. Upright tables w/ sizes, thickness, spacing, & heights (rabies 3.2.1, 3.2.2, or 3.2.3)........................................................................ Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load width Look up span on 120 MPH table and apply the following formula: Span / Height @ 120 MPH —I (b or d) x (b or d) x Wind Zone Multiplier * * Appropriate multiplier from page 341. b-6 f— Required Span @ MPH _ (b or d) _ tExposure Multiplier' Design Check. List for Screen / Vinyl Room (page 2 of 21 Yes N� C. Table 3.3 with beam & upright combination if applicable .......................... D. Connection details to be used such as: 1. Beam to upright............................................................ ✓/ — 2. Beam to walf............................................................... �✓ 3. Beam to beam............................................................. — 4. Chair rail, purlins, & knee braces to beams & uprights ....................... S. Extruded gutter connection ................................................. 6. U -clip, angles and/or sole plate to deck ............... ...... ....... — E. Foundation detail type & size .................................................. Notes: b-7 Inspection Guide For Carports -and Screen Glass & Vinyl Rooms (page 1 of 1) 1. Check the building permit for the following: Yes No a. Pemdt cans & address ..... ................................................... — b. Approved drawings and addendums as required ................................ — c. Piot plan or survey........................................................... d. Notice of commencement ..................................................... 2. Check the approved site specific drawings or shop drawings against the "AS BUILT" structure for: Yes No a. Structure's length, projection, plan & height as shown on the pians .............. . . b. Beam sizes, span, spacing & stitching screws (if required) ........................ c. Purim sizes, span & spacing .................................................... . d. Upright sizes, height, spacing & stitching screws (if required) ...................... e. Chair rail sores, length & spacing ............................................... L Knee braces are properly installed (if required) ................................. g. Roof panel sizes, length & thickness ......................................... Yes No S. Check load bearing uprights / wails to deck for. a. Angle brecccetat= & thickness ........................... ..... — b. Correct number, size & spacing of fasteners to upright ........................... _T c. Correct number, size & spacing of fasteners of angle to deck and sole plate ...... d. Upright is anchored to deck through brick pavers then anchors shall go through pavers Into concrete.......................................................... 4. Check the load bearing beam to upright for.. Yes No a. Receiver bracket, angle or receiving channel size & thickness .................... b. Number, size & spacing of anchors of beam to receiver or receiver to host structure Z Header attachment to host structure or beam ................................... d. Roof panel attach mentto receiver or host structure ............................. e. If angle brackets are used for framing connections, check number, size & thidmess offasteners.................................................................. L Post to beam attachments to slab ................... ......................... Yes No S. Check roof panel is - for: a. Receiver bracket, angle or receiving channel size & thickness .................... b. Size, number & spacing of anchors of beam to receiver .......................... c. Header attachment to host structure or beam ................................... d. Roof panel attachment to receiver or beam ..................................... Notes: C-2 CROWN COLONY OF SEMINOLE COUNTY HOA, INC. ARCHITECTURAL REVIEW APPLICATION This form is to be completed by the homeowner and submitted to the Architectural Review Board for approval PRIOR to commencement of any work. Mail application to: Crown Colony ARB 135 Crown Colony Way Sanford, FL 32771 PLEASE ALLOW THIRTY DAYS UPON RECEIPT FOR A DECISION FROM THE ARB. wner(s name: Property address: Mailing address: City/State/Zip: Agent (if applicable): Please print legi 'J Phone #'s: Home: AM, Work: ide all information required. Fax: Date: ,3/ ' a Lot #: ! 2" DESCRIBE ADDITION, CHANGE, OR INSTALLATION: (e.g. fence, Greened enclosure pool, ext. paint, landscaping, etc.) Attach copy of property survey indicating where addition or installation is located. SPECIFICATIONS:(attach copies oplans estimates orictures)' 6.77A%0Z Dimensions: ��� d x 0D�0�f — Color: Materials: Fence style: / (POSTS MUST FACIz INWARD --NOT PERMITTED ON WATERFRONT) Other information: NOTE: Requests and alterations must conform to.all local Zoning and Building Regulations. You are required to obtain required permits if your request is approved. If your request is denied by the ARB, you may appeal to the Board of Directors for review. If all required materials or information is not included with this form at the time of submission, the time period does not apply for approval/disapproval. ARB comments: Approved:/ Approved:0_,, FOR USE BY THE ARCHITECTURAL REVIEW BOARD SM1116 eel" W