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HomeMy WebLinkAbout111 Walnut Crest Run (2)Permit # : C) �� l Job Address: I N I �J1�G, (IIAT eCeS� Description of Work:' Go m C a CITY OF SANFORD PERMIT APPLICATION Date: RECEIVE® MAY 16 2001 Historic District: 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 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 it%.an .X) Parcel #: 42-0�'I 7- 30-_j 0,9 (J One0 f /j�O (Attach Proof of Own'er'ship & Legal Description) Owners Name & address: _ J � �_ f%R/V/ % %��/✓ TDN /� / /�Q l%iGf e , I,JGs_ -_ Contractor Name & Address: i Aaro), Phone & Fax: V07 - Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: „S vc / / Phone: —r Xrerlor ),YDrYme.5auerS�, ZN(', _. a8�7 Sia State License Number: Contact Person:'R/'C/t T',JOAAW L Phone: Fax: a/-szll we -// P4, - >eCos67 7 Phone: ��7 7i1.2-6�y9 ?k-74? X774 I Application is hereby made to obtain a permit to do the work and installations as indicated. I certify thatno 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 it, 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 CONVOENCEMENT. 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 o vernmental entities such as water management districts, state agencies, or federal agencies. ......a......... z ............... A � nce'of it verification that I will tify he owne f e property of the requirements Florida Lien Law, FS 1 o r Signature of Owner/Agent Date Signature of Contractor/Agent Date .H cW Print /Agent's Name " Print Co aor/Agent's N m 'Q 4. Signat a of Notary -State ot Florid gate Signa re of Notary -State f Floria Date Owner/Agent is _ Personally Known to Me or Contractor/Agent is Je!! Personally Known to Me or A/Produced ID FLA AZ. Produced ID APPLICATION APPROVED BY: Bldg: D( 2 a� Zoning: (Initial & Date) Special Conditions: Utilities: FD: (Initial & Date) (Initial & Date) ;,L-ir." & Date CUA% �_i� Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=22193050200001640... 3/3/2005 DAVID JOHNSON. CFA, ASA PROPERTY_Je APPRAISER' �; SEMINOLE COUNTY FL. p V 1101E. FIRST ST SANFORD, FL3E771-1468TI 407-665-7506 ., 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 22-19-30-502-0000- S3-SANFORD- Parcel Id: Tax District: WATERFRONT Number of Buildings: 0 1640 REDVDST Depreciated Bldg Value: $0 WASHINGTON Depreciated EXFT Value: $0 Owner: DARRIN B & Exemptions: Land Value (Market): $26,000 ARNITA A Address: 111 WALNUT CREST RUN Land Value Ag: $0 Just/Market Value: $26,000 City,State,ZipCode: SANFORD FL 32771 Assessed Value (SOH): $26,000 Property Address: 111 WALNUT CREST RUN SANFORD 32771 Exempt Value: $0 Subdivision Name: PRESERVE AT LAKE MONROE Taxable Value: $26,000 Dor: 00 -VACANT RESIDENTIAL Tax Estimator 2004 VALUE SUMMARY SALES 2004 Tax Bill Amount: $533 Deed Date Book Page Amount Vac/Imp 2004 Taxable Value: $26,000 WARRANTY DEED 01/2005 05585 0541 $221,300 Improved DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 164 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 26,000.00 $26,000 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. `*' Ifyou recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.org/pls/web/re_web. seminole_county_title?parcel=22193050200001640... 3/3/2005 PLOT PLAN a1C(PESCRIP TION: (AS FURNISHED) LOT 164, PRESERVE AT LAKE MONROE 9MfTE#'PLAT BOOK 62• PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA WEST LINE OF AMENDED PLAT )3LANS REVIEWED (IBAUT FORE jT PB 7, PG 11 GRAPHIC SCALE 15 0 F SAN FORD - IMPERVIOUS °�,1.50.00' ---------- ___ 5' ORA4I�ACE_EASEMENT--� �J\ LOT 164 1 MPERNOUS CALCUTA TIONS (LOT ONLY) I DRAINAGE TYPE A 1 L OTINS 7518 SQUARE FEET t (LOT ONLY) 1 1 E CONTAINS 2169 SQUARE FEET t - . — . — . — _ . — - — . TE 495 (WITHIN LOT ONLY) SQ. FT. t4 SQ. FT. tNCRETE do STRUCTURE TO LOT 35% t m 'In 1 I SOUME FOOTAGE (UP TO CURB) � LOT 164 UP TO CURB CONTAINS 8068 SQUARE FEET t 1 1 THIS STRUCTURE CONTAINS 2169 SQUARE FEET t 1 CONCRETE 828 SQ. FT, t INCLUDING (SIDEWALK/APRON) 1 TOTAL SOD 5071 SQ. FT. 5.0. 4 1 40.0' 5. LOT 165 w (V 40.00' FFICE 1.() r7- _< Or) s PROPOSED ._ < . 3016-A �n i 00 Z ` FINISHED FLOOR Z a ELEVATION -14.40 g o F m A/ 20.0'ENTRY COVERED I El Po'0poSIP Se- tt ekrJ 0- 3 Q, LOT 163 0000 p toIm — DO (N 1 1 Y; 1 1 20.0' j f0' UTILITY 1 EASEMENT '�r;:`r+•+ 50.00 ♦Ftl.^l': �•�,: 1.Vie,• 114.•, t • { 1. Q H 1.0 1 N 1 P — _ 264.39' _ 11230' P1 CENTERLINE OFj N�01'41-W RICHT-OF-WAY 278.89' _•J WALNUT CREST RUN -� a BUILDING SETBACKS 50' RIGHT-OF-WAY 0O FRONT: Z5' (nIF- REAR: 20' N SIDE: 5' m CORNER: 15' O LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY PREPARED FOR: - PCC POINT OF COMPOUND CURVATURE CENTER HOMES — ' RIGHT OF WAY LINE POC POINT ON CURVE A PROPOSED ELEVATION OR OFFICIAL RECORD PO PLANNED DEVELOPMENT 1. ELEVATIONS SHOWN ARE PER LOT GRADING PROPOSED DRAINAGE FLOW A DENOTES DELTA ANGLE PLANS PROVIDED BY THE CLIENT. CONCRETE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING LB LAND SURVEYING BUSINESS PC DENOTES POINT OF CURVATURE THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES LS PRM LAND SURVEYOR PI PRC DENOTES POINT OF INTERSECTION DENOTES POINT OF REVERSE CURVATURE ONLY.THIS IS NOT INTENDED FOR THE CONSTRUCTION OF PCP PERMANENT REFERENCE MONUMENT Pi DENOTES POINT OF TANGENCY THE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION (P) PERMANENT CONTROL POINT PER PLAT TYP TYPICAL LIST FOR CONSTRUCTION. (M) MEASURED A/C AIR CONDITIONER ALL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FND FOUND COW CONCRETE BLOCK WALL FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES C/W CONCRETE WALK RP CS RADIUS POINT CONCRETE SLAB ONLY. THIS IS NOT A SURVEY 5 W CP PB SIDEWALK CCRETE C S0. FT. CHORD SOUARELFEETH THIS IS A PLOT PLAN ONLY PGS PLAT BOOKPAD PAGESS NG RIGHTR� CWAAOE 'HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X. AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F F U A ArcuT r— . BEARINGS SHOWN HEREON ARE BASED ON THE EASTERLY LINE OF LOT 164 BEING S00'07'31'E PER PLAT. (FIELD DATE:) REVISED: SCALE: I- = 30 FEET APPROVED BY: SJ JOB NO. ASM39776 LOT PLAN 4/12/04 SDO DRAWN BY: LOT FIT 12-18-02 CHB AMERICAN SURVEYING do MAPPING CERTIFICATION OF AUTHORIZATION NUMBER 1-8/6393 1030 N. ORLANDO AVENUE, SUITE B WINTER PARK, FLORIDA 32789 (407) 426-7979 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 4-14-04 FOR THE LIFIRI M R. MUS ATELLO JR. PSMA92 OAT1 t..11 r ik)— i (L.crJT 1 1. 5"M r, CA I - 5I �L= t_)/JLL3 � Z I 74 hoo> 3 I, 1 6 31 4 .t 1.. i (L.crJT 1 1. 5"M r, CA I - 5I �L= t_)/JLL3 � Z I 74 hoo> 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 HOST STRUCTURE OR RIDGE BEAM (SEE TABLES 3A.1.4) FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Benriett, P.E. FL # 16644 CNN VoGgym.-PCV!MoPrffcoNSMnwr P.O. BOX 2113M BOUTN OAYMkk FL 52121 ;'' �EL6ANONH: (3110)704771 i :' ►.^, yi FAX (SBO) 707�10E8 . PAW ! N ►ART YM1T1fAtJT Till? WRl-; TVl i' ,:.c«a ::«^.? J� IAWM!!11GA C. BPJIIIZY<'► . r, , .. iii /r• .N•.e - ... . *4C`iJ :11 , _. _ ._.. �. ....._.. .`_..., .. .. .. _ - ........+�.�•,`�* ��u/V�"may+•. .. EDGE BEAM (SEE TABLES} :.•: ' 3A.1.1 & 3A.1.2) 'LW FOR H• / UPRIGHT / HEIGHT h k 1'x2" MIN. 3-1/2" SLAB ON GRADE VARIESLOR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS W/ SOLID ROOF TYP. FRONT VIEW FRAMING PAGE 3A-37, 38, 39) ' (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1' x 2' PLATE TO BOTTOM OF WALL BEAM) 'LW LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' 'p/2' Q FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) O.H. SOLID ROOF / NO MAXIMUM / (ELEVATION SLAB OR GRADE) '�-- VARIES w ow z� F" U / x D / w P = PROJECTION FROM BLDG. VARIES LW = LOAD WIDTH NOTES: �-- 'P' VARIES 1. ANCHOR 1" x 2' OPEN BACK EXTRUSION W/ 114"x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0' O.C. AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1" 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 Q 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: 100-123 '130 140 150 #8 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3!16'= 1'-0" Lawrence E Bennett, P.E. FL # 1664 ti .1K �`•: PA:,011Tk O�Yf01dq PZ 7Qttt . ROOMftp rW.4n4 �lrVi!sl[t, ✓ ieieiTl6rl X IL TT.PEZ`�y; �3� 14 Oii r 1/4" x 6" RAWL TAPPER THROUGH 1"x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 1/4"x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) AND FOUNDATION FOR SCREEN WALLS " 2'-0" MIN. 3-1/2" (TYP. EFORE SLOPE F ALL SLABS) TYPE FLAT SLOPE / NO FOOTING 0-2" / 12" 3/4" = 1'-0" (1) #5 BAR CONT. co ° I` 8" —4 TYPE II MODERATE SLOPE FOOTING 2" / 12" - V-10" 4" MIN. (2) #5 BAR CONT. TYPE III STEEP SLOPE FOOTING > 1'-10" 1. Th ndations shown are sed on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shat e v d r' lacing the slab, by field soil test or a soil testing lab. ndation shall be 2. The slab cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh o Mesh, InForceTm e3Tm (Formerly Fibermesh MD) per maufacturers specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4"= 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2884 3A-38 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. A wSCREEPI, ACRYLIC* VfWY'L ROOhAS COMPOSITE ROOF PANELS: (4)1/4• x 4'; G TS 171/4" FENDE WASHER R 4'-0" P EL ACRO E FRONT ASND 24' 0 . AL(0) S 2"x2"OR2"x3"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 a:.•::•:::::.:•:::•:... ; • RISER PANELS ATTAdkED PER CHAPTER? 0 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3'= 1'-0" 2"x2%2"x3"OR3"x2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2' S.M.S. IN SCREW BOSSES 1" x.2' OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR aQ 6' FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CNXsN AMM-VffM,PWDrCON3tATANr P.O. ®OX 21436e. SOM OAYTONA. FL 32121 MM W -M4 FAX. MM 70 PAM sea edge- M = ftPA*X t8O IN WHMZ 04 -IN PAM *TDD g TW WA TT" '' Qx i.A &lowm PIL -_ •` SECTION 7 . ALTERNATE CONNECTION: (3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL #10 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA FOR MASONRY USE 114"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 @ 2" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SOLID PAN ROOF ANCHORING ,0TAILS SEALANT HEADER (SEE NOTE BELOW) Ui a o ROOF PANEL i �- I #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED ROOF PANEL TO FASCIA DETAIL SCREW HEADS SCALE: 3"= ROOF PANEL TO !MALL DETAIL SCALE: 3"= 1'-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 98 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" SCREW EACH. THE PANS MAY BE. ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #3 x 112' S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CWrL ENOWEER - CEVELOPMOff CONSULTAMT P.O. BOX 21435k SOUTH DAYTON& FL 32121 TELEPHONE: (308) TBT -4774 FAX: (386) Maw PAGE 7-2 1 NOT TO &E REPWAA'Clki I w1,oLe OR IN PART WITHOUT She[ Vir,, TEN PERMISSION OF LA"EN= E. BE►BVETT. RF— L� c SOLID ROOF PANEL PRODUCTS RIDGE CAP #8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE PAN ROOF ANCHORING DETAILS CAULK ALL EXPOSED SCREW —�-- — HEADS & WASHERS #8 x 1/2" S.M.S. (3) PER PAN AND (1) AT PAN RISER — — ALTERNATE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT; OF 1", - ROOF PANEL TO BEAM DETAIL SCALE: 3" = V-0" SECTION 7 SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: (3) EACH #8 x 1/2' LONG S.M.S. PER 12" PANEL W/ 3/4 ALUMINUM PAN, WASHER CAULK ALL EXPOSED SCREW HEADS & WASHERS ; FOR COMPOSITE ROOFS: ROOF PANEL #10 x (t + 1/2") S.M.S. W/ (PER TABLES SECTION 7) 1-1/4"0 FENDER WASHERS @ 12' O.C. (LENGTH == ¢_ SUPPORTING BEAM PANEL THICKNESS + 1") (PER TABLES) @ ROOF BEARING_ ELEMENT (SHOWN) AND 24" O.C. @ NON-BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 2" 1'-0" ® covrR�� xoao NOT -TO W. fte.pnocurAo IN t XO SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.1.4 Allowable Spans for Industry Standard Riser Panels for Various Loads �O.024" 'nurn-M 3105 H -28b Riser Panels Wind Region Fueturev—Screen Mono -Sloped Roof 1&2 3 4 span span span Rooms vers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs _jDO,-MPH 15'-9" 17'-11" 18'-4" 1.3 8=- 7'-5" 17'-9" 11'-2" 14'-3" 14'-7" 4'-0- 110 MPH 15'-3" 1T-11" 18' " 12'-9_._4,5'-9" 17'-10" 16'-0" 10'-6" 13'-5" 13'-9" 3'-11" 120 MPH 1 13' 4" 17'-5" 17'4" - 15'-1" 15'-5" 9'-11" 12'-7" 12'-10" 3'-9" 123 MPH 13'-2" 16'-3" 17'-4" 11'-7" 14'-10" 15'-1" 1 9'-9" 12'-5" 12'-8" T-8" 130 MPH 12'-9" 15'-9" 16'-0" 11'-2" 14'-3" 14'-7" 9'-5" 11'-8" 11'-10" 3'-7" 140 MPH 10'-1" 12'-6" 12'-9" 10'-1" 12'-6" 12'-9" 8'-11" 11'-1" 11'-3" 3'-4" 150 MPH 10'-1" 12' 6" 13'-9" 10'-11" 13'-0" 13'-9" 9'-2" 11'4" 1 11'-7" T-6- 3" x 12" x 0.030" 2 or 5 Rib Riser Panels Wind Region Open Structures Mon -Sloped Roof 18,2 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 15'-9" 19'-5" 19'-10" 14'-10" 18'-10" 19'-2" 12'-6" 15'-5" 15'-9" 4'-0" 110 MPH 15'-3" 19'-5" 19'-10" 1 13'-9" 17'-10" 18'-2" 11'-3" 14'-6" 14'-10" 4'-0- 120 MPH 1 14'-5" 18'-10" 19'-2" 13'-2" 16'-3" 16'-7" 10'-8" 13'-7" 13'-11" 4'-0" 123 MPH 14'-2" 18'-4" 18'-8" 12'-11" 15-11" 16'4" 10'=6" 13'-5" 13'-8" T-11" 130 MPH 13'-9" 17'-4" 17'-9" 12'-6" 15'-5" 15'-9" 10'-2" 12'-11" 13'-2" T-10" 140 MPH 10'-11" 13'-6" 13'-9" 10'-11" 13'-6" 13'-9" 9'-8" 12'-4" 12'-7" T-8- 150 MPH 10'-11" 13'-6" 1 13'-9" 10'-11" 13'-0" 13'-9" 9'-2" 11'4" 1 11'-7" T-6- 3" x 12" x 0.050" 2 or 5 Rib RISP-r Panels. 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 l Cantilever All Roofs 100 MPH 18'-5" 22'-9" 23'-2" 17'-10" 22'-0" 22'-5" 14'-7" 18'-8" 19'-1" 4'-0" 110 MPH 18'-5" 22'-9" 23'-2" 16'-1" 20'-10" 21'-3" 13'-9" 17'-9" 18'-1" 4'-0" 120 MPH 17'-10" 22'-0" 22'-5" 15'-5" 19'-10" 20'-3" 12'-11" 15'-11" 16-3" 4'-0" 123 MPH 17'-4" 21'-5" 21'-10" 15'-2" 19'-6" 19'-10" 12'-8" 15'-8" 15'-11" 4'-0" 130 MPH 16'-1" 20'-4' 20'-9" 14'-7" 18'-8" 19'-1" 11'-11" 15'-1" 15'-5" 4'-0" 140 MPH 12'-9" 15'-9" 16'-1" 12'-9" 15'-9" 16'-1" 11'-4" 14'-5" 14'-9" 4'-0" 150 MPH 12'-9" 15'-9" 16'-1" 12'-9" 15'-9" 16'-1" 10'-9" 13'-9" 14'-0" 4'-0" Noie: I otal root panel width = room width + wall width + overhang. 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) 767.6558 PAGE © COPYRIGHT 2004 7-30 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 Table 3A.1.1-110 Allowable Edge Beam Spans -Hollow Extrusions Screen, for lic or Vinyl Rooms or 3 second wind gust at 110 MPH vfelocity; using design load of 11 #/SF (36 #/SF for Max. Aluminum Alio 8063 T� Cantilever ) 2 x 20 x 0.u" Load Max. S an'L' 1(bendln b' or deflectlon' 2" x 2" x 0.055" Width (ft') Load Max.Span I bendin 'b' or deflection' 1 & 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 1 Max. Cantilever 3 Span 4 Span 5 57—d d 6'-7' d 6'-9" d 1'-1" d 5 5'-8" d 6'-11" d T-1" d CV ei 6 5'-0' d 6'-2' d 7 674' d 1'-0' d 6 5'-4' d 2' d 6'-7' d 6'$' d 1'-1' d 4'-9' d 5'-11' d 8 5'-11' b0'-11' d 7 5'-1" d 6'-3" d 6'4" d 1'-0' d 4'-7" d 5'-8" d 9 4'-5' 5'-7" b 0'-11' d 8 4'-10" d 5'-11" d 6'-1" b d 5'-5" d 10 4'-3" 5'-3' b 0'-10" d 9 4' 8" d 5'-9" d 5'-9" b 0'-11" d d 5'-2" b 11 4'-1" 4'-11' b 0'-10' d 10 4'-6" d 5'-6" d 5'-5' b 0'-11" d d 4'-11' b 3'-11" 4'-9" b 0'-10" d 11 4'4" d 5'4" d 5'-24M=-10�- d 4'-8" b 3" x 2" x 0.045' 4'-7- b 0'-10' d 12 4'-3" d 5'-2" b 4'-11 d Max. S an V/ (bending Width (1t.) 'b' or deflection 'd 0.070" Load Max. Span 'L' / bendin 'b' or deflection' 1 b 2 S Span 3 span 4 Span Max. Cantilever Width (ft.) 1 8 2 Span 3 Span 4 Span Max. 5 6'-0" d 7'-5' d T-7" d 1'-2" d 5 Cantilever 6'-9" d 8'-5"- d 8'-7" d 6 T-0' d 7 T-2" d 1'-2" d 6 l'-4' d 6'-5" d T-11" d 8'-0" d 1'-3' d 6'-8" d 6'-10' d 1'-1" d 7 6'-1' d T-0" d T-8' d 1'-3' d 6'4" d 6'-0" d 1'-0" d 8 5'-10' d 7'-2" d 7' 4' d 1'-2"9 6'-2" d 10 ff4d 6'-3" d 0'-11" d 9 T-7" d 6'-11" d T-0" d 1'-1" d 5'-11" d 11 T-11' b 0'-11' d 10 5'-5- d 6'-8" d 6'-9" .d 1'-1" d 5'-9" d 12 5'-8" b 0'-11" d 11 5'-3" d 6'-5" d 6'-7" d 1'-0' d 5'-7" d 2" x 3" x 0.045" 5'-5' b 0'-11' d 12 T-1' d 6'-3" d 6'-5' d 1'-0' d Load Max. Span 'L' / (bendin Width (fl') 'b' or deflection 'd' 2" x 4" x 0.050" Load Max. Span 'L' / (bendin 'b' or deflection 'd 1 3 2 Span 3 Span n �95 Max. Cantilever Width (ft.) 1 a 2 Span 3 Span 4 Span Max. 5 T-6' d 9'-3" d 6 d 1'-6' d 5 Cantilever 111-3" 7-0' d 8'-8" d 7 8'-8' b 1'-5' d 6 9'-8" d d 11'-1" b VAT d 6'-8' d 8'-3' d 8 8'-1" b V-4- d 7 8'-8" d 10'-8" b 10'-3' b 1'-9" d 6'-5" d T-9' b 9 7'-0' b 1'-3' d8 8'-3' d T-11" b 9'-7' b 1'-8' d 6'-2' d 7'-4' b 10 7'-1" b V-3' d 9 T-11" d 9'-5" b 9'-1" b 1'-7" d 5'-11' d 6'-11" b 11 6'-9' b 1'-2" d 10 T-8' d 8'-11' b 8'-7' b 1'-6' d l 5'-9" d 6'-8 " b 12 6'-5" b 1'-2" d 11 T-5' d 8'-0" b 8'-2- b 1-6" d 5'-7' d 6'4' b 6'-2' b 1'-1' d 12 7'-3" d 8'-1" b T-10" b l'-5' d Notes: I. 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 QVX ENG#dM - DEVEt OINfENT CONSULTANT . P.O. BOX 214398, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) TV -4774 PAX: (386) T87-a6e AM P �}i.417 � + - ®CO�Rg1lT 2004 NOT TO 8E REPRODU"p IN WHOLE OR W PART W! f 40%A THE WRM-EN PERMISSION OF LAi4'RENCE E. BF,NNETrp.E r C 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 Al For 3 second wind gust.4t 0 10 MPH velocity; using desi n load of 11 WSF 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 C&A •aamooaewcormxrmr P.o. eox 214M aom OAYTowk n s;,2, OW M -M4 PAX: (lea) 704a 3A -U . MW To ee otaroeoouetto e, WHOLE 00 ee ISAPT ,vrrOrr T)Q WAWMH 01PUNIKKN 011 tAWQWCd F. PONWI T. PAL __1 ------ ­_. Tributary Load Width Spacing Sections 3'-0' 1 T-6' 1 4'-0' 1 4'•8" 5'-0" 5'4' 1 6'0"1 6'-0" 1 T-0" F4 - Allowable Height W1 ben or deflection 'd' 2" x 2' x 0.044" Hollow 97-5' b 8'-9' b 8'-2' b 7* -8' b T-4' b 6'-11" b 6'-8' b 6'-5' b 6'-2' b 5'-11' b 2" x 0110w 10'-3' b 9016' b 8'-11' b 8'-5' b T-11" b '- 7'-3" b 6'-11" b 6'-9" b W-6- b x 2" x 0.045" of 1 V-3' b 10'-5' b 9'-9' b 7-3" b 8'-9' 7'-11' b T-8' b T-5' b 7-2" b 0w 17-9' d 17-2' d 11'-T d 10'-11' b 10'-5" b - 9-6* b 7-2' b 8'-10' b 8'-0' b 2" x 3" x 0.045" Hollow 17-9' 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 17-7' bM14'-I* 11'-6' b 11'-0' b 10'-0' b 10'-3" b 2" x 4'x 0.046" S.M.B. 19'-1' b 1 T-8' b 16'-6' b 15'-T b 14'-9" b 13'-0" b 17-11' b 17.6' b 17-1' b 2" x 5" x 0.030" S.MB 23'-T b 21'-10' b 20'-0' b 19'-3' b 18'-3' b 16' 8' b 16'-0' b 15'-5' b 14'-11' b 2" x 6" x 0.050"S.M.B. 26'-1' D 24'-2" b 22'-7' b 21'-0' b 20'-2' b 18'-5' b 1T V b 1T-1' b 16'-6' b 2' x 2" x 0.044" Sna 11'-3" b 10'-5' b 9-9' b 9'-2' b 8'-8' b 7'-11' b T-7" b T-4" b T-1" b 2" x 3' x 0.045" Sna 14'-4' b 13'-4' b 17-5' b 11'-9" b 11'-2" b 10'-2' b W-9" b 9'-5" b 9'-1' b2" x 4" x 0.045" Sna 1 T-7' b 15-3'b 15'-3' b 14'-4' b 13'-7' b 17-5' bj 11'-11' b 11'-6* b 11'-1' b For 3 second wind gust at 120 MPH velocity; using design load of 13 WSF Tribute Load width W ■ Purlin Spacing Sections 3'-0' 3' 6' 4'-0' 4'-8" 1 5'-0" 51-6" 1 6'-0" 6'-8" T -O" 7'$" Allowable Hei ht 'H' / banding 'b' or deflection'd 2" x 2" x O.W. Hollow 8 7 b 8'-0' b 7'-6' bj 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 7-5' b 8'-9' b 8'-2' b I T-9' b 7'-4" b 6'-11' b 6'-8" b 6'-5' b 6'-2' b 5'-11' b 3" x 2' x 0.045" Hollow 10'-5" b T -T b 8'-11' b 8'-0' b 8'-0' b 7'-8' b 7'-4' b T-1' b 6'-10' b 6'-T b 3" x 2' x 0.070' Hollow 17-1' d 11'-5" b 10'-0' 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 17-10' b ll' -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 0.030' Hcllaw 14'-11' b 13'-10"b 12'-11' b 17-2' b 11'-7' b 11'-0' b 10'-7' b 10'-2" b 9.9" b 9-5' b 2" x 4' x 0.048" S.M.B. 1 T1;' b 16'-3' b 15'-2' b 14'-4' b 13'-7' b 17-11' b 17-5' b 11'-11' b 11'-6' b i t' -i" b 2" x S" x 0.050' S.M.B. 21'18' b 20'-1' b 18'-9' b 1r-9' b 16'-10' b 16'-0' b 15'-4' b 14'-9" b 14'-2' b 13'-9" b 2' x 5" x 0.030' S.M.B. 23'-11' b _F27-7- b 20'-9' b 19'-7- b 18'-7' b 1r-9' b 16'-11' b 16'-3' b 15'-8' b 15'-2' b 2" x 2' x 0.044' Snao 10'-4' b 9'-7` b 8'-11' b 8'-5' b T-11' b 7'-7' b 7'-0' b T-0" b 6'-9" b 6'-6' b 2' x 3' x 0.045' Snap 13'-3' b 17-3' b 11'-5' b 10'-9' b 10'-3' b 9'-9' b 1 W-4. b 8'-11' b 8'-8' b 8'-4' b 2' x 4' z 0.045" Sna 16'-2'b 14'-11' b 14'11' b 13'-2- b 17-0' b 11'-11' b 11'-5' b I 10'-11' b 10'-7' b 10'-3, b 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 C&A •aamooaewcormxrmr P.o. eox 214M aom OAYTowk n s;,2, OW M -M4 PAX: (lea) 704a 3A -U . MW To ee otaroeoouetto e, WHOLE 00 ee ISAPT ,vrrOrr T)Q WAWMH 01PUNIKKN 011 tAWQWCd F. PONWI T. PAL Richard H Zapf • 2867 Stonewall Places} 117 S>mufordJ132773 Permit No. STATE OF FLORIDA COUNTY OF: S e rn l n o fflitITKYlVt` Fltllttit, t,Ltm Ur lIM-ulI U=1 SEMINOLEr CLUM .BK 05740 F'S 1294 CLERK* S # 2"D05087270_ REWRM BY t holden Tax Folio No. NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvements will be mads to certain real property, and in accordance with Chapter 713, Florida Statutes, the following Information is provided in this Notice of Commencement I.Oescription ofproperty: (logal description of property, and a(rvot address If available) L o I toy j?re5erv_C �p t_.c_6 `7-0 (;,,�me— P6 (O ;�, KS 2. Genal description of Improvement. �GvYL O o --I- , QA_el . 3. Owner information: a. Name and address- nn CER ti 1 1 li.) akY,_ �A Cly R Ufy--\ R� CJR , TIT,0{ 3 97-F-) --1 b. Interest in property- c. Name and address of fee simple titleholder (if other than owner): EP u CLERK i 4. Contractor: Exterior Homesavers, Inc. 2867 Stonewall Placer 17 . Sanford, F132773 407-322-6149 SCC 056734 5. Surety a. Name and address - b. Amount of bond $ 6. Lender. (name and address) it . .26 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) 11. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(6), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is I year from the date different date is succified) ,r. l o ! Sworn to and ubscribed before meZr)oS This /,'� day of F_C�6 , 20W. Notary's Name,4�'� Notary's Commission Expiries: L .............................. k. DA K. GENTRY rr Comm# DD0337858 Expires 7/14/2008 M....000Flohda Notary Aeon., Inc ....nn...onu.a (S J, Owner's Name, bqi-ryn/ GSh r� Address // �� 7 Fz_ j � /