Loading...
HomeMy WebLinkAbout175 Wood Ridge Trl (2)RECEIVED CITY OF SANFORD PERMIT APPLICATION MAY Permit # : v /� (0 Date: J 3 - o C-_ 8200G.. S,ob Address: J 75 Lloori AiAQ T�1_ . S!fh 0Ad %/_ 3 2771 - V Description of Work: _ /Z " X 30' SG/Zeen Po/Ch t /if/t A/vin/n✓M Poo -F Historic District: Zoning: Value of Work: S '5-2 Permit Type: Building Electrical Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Mechanical Plumbing Fire Sprinkler/Alarm Pool - Addition/Alteration Change of Service Temporary Pole - 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 #: 3 d - 5 ppOU 0 3 ? 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: JP'f'H d• 'Ck/Z/4J3eJh 73GUo"d Q d -Ye TRy - S',Qo,16,,Qel 3 Z27/ Phone: Qo 7- 3 2 3- / 2 3 445'Contractor Name & Address: e cO041 F� I /� Jv%ni.7 Jh 1 '7Q / �n n 1" i // �g/ s/,ln /201 F-1 32-7 73 State License Number. SCG 0567 S 4 Phone & Fax: 007-3Z,3-60/0 1407 - 323 -bole Contact Person: Phone: 4k --7-3Z3-(010 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: 1-/Q,_aee7 ce, 8ey7 e4i- Phone: 39,6- 76-7-Y77* Address: PQ Goy 214366f 1 �a✓��i P,,¢41orl� X21 2J Fax: �{6 - 767 6 5�6 1 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 permi s ve ' Cation that I will notify the owner of the property of the requiremen Flo 'da Lien Law, FS 713. Signa of Owner/Agent Date Signature Contractor/Agent Date Print Owner/ ent's Oi F 0 T nP, - 6 Signature of Od,Dp 2 Date Comm• Owner/Agent is _ Personally Known to Me or Produced ID DZL APPLICATION APPROVED BY: Bldg: L44 0 Zoning: (I t a c Date) Special Conditions: P M °%yl/d 4o Print ntract Agent's Na z�' " Signature of Notaof F"% Zj07 Date Pub`e P• Z�A1�A6 No�a�y mm• �p 0 Conor/AgJnCivS a tra own to Me or Produced ID L - Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) GG�vZ,.b✓�/I l'`C� CLE, CO�J\TTi�R1LL15 iWT[.iRA1 GtfO1GE NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit No. Tax Folio No. (PID) 3 - 30-vpco — ®3 srr' The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the folling information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY 4o / 31d iCA-y woo �ff �7'XwaG /'26- W 0 GENERAL. DESCRIPTION OF OWNER INFORMATION Name and address Interest in property (Fee Simple, Partnership, etc. NAME AND ADDRESS OF FEE SLM CONTRACTOR Name and address O X1721)6 def <1:2XN &2&6- .SURETY 2&L.SURETY (Bonding Company) Name and address Amount ofBond LENDER Name and address Persons within the State of Florida designated by by Section 713.13(lXa)7., Florida Statutes: Name and address In addition to himseK Owner designates provided in Section 713(l)(b), Florida Statutes. description of the property and street address)_ c Pl-,-T P B, X30 A(S 292-.Z -�C- /Z`X3o T/f1.z' L LE TITTLE HOLDER (1F OTHER THAN JY% /it z�� c/ -3-2-2,73 'CERTIFIED COPY 11 EA11 ORSFF IRT COURT U ; FLORIDA 8L�606 11111 1111111!1 II 111111111111 II 1111111111111 III 11 Ili 11111 Ill 11 Ill I loll MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06534 Pg 1043; Q pg) upon whom notice or served as provided Of receive a copy of the Lienor's Notice as Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a diffie'e= date is specified.) jSignature of Owner Sworn to sabscriiN Core a this Day of � 20V 6. cr�6% My Commission Expires- p iii l Flot�d8 Notary Public �Qubc' �e 21.46 01 The foregoing instrument was acknowledged before me this s — day of 1 9,0 - � _ by � u N (name of person acknowledged), %6*A)% y known to me or who has produced ?,�`2%, _jL Ly (type of identification) as inentification and who did/did not take an oath. i I Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL,, a e `i 31 ; s: DAviD Jlo"Nso . CFA, ASA 42 d) '-`+3 41 PROPERTY � SS y) APPRAISER s ao.o 61 I1 SEMINOLE COUNTY FL. 37 10A 1101 E. Fuxsr 57 4? 59 �? 1 OAA 10', RA.... 8a. 7P. &d. Sa 1P. SANFORD, FL 3 2771-1 468 407-665-7506 3S 12.A 4 333412A Sd°. i•S�: 17P. 1�4 21A 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-30-5GS-0000-0380 Number of Buildings: 1 Owner: HUNT JACK R III & ELIZABETH C Depreciated Bldg Value: $150,865 Mailing Address: 175 WOOD RIDGE TRL Depreciated EXFT Value: $1,000 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $48,000 Property Address: 175 WOOD RIDGE TRL SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYWOOD REPLAT JustlMarket Value: $199,865 Tax District: S1-SANFORD Assessed Value (SOH): $107,422 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $82,422 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $2,487 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $1,582 WARRANTY DEED 12/1986 01801 0420 $95,200 Improved Yes Save Our Homes (SOH) Savings: $905 2005 Taxable Value: $79,293 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 48,000.00 $48,000 LEG LOT 38 KAYWOOD REPLAT PB 30 PGS 27 & 28 BUILDING INFORMATION Bid Num Bid Type Year BR Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New 1 SINGLE FAMILY 1986 6 1,777 2,466 1,777 CB/STUCCO FINISH $150,865 $163,097 Appendage I Sqft GARAGE FINISHED / 600 Appendage 1 Sqft OPEN PORCH FINISHED / 89 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est Cost New FIREPLACE 1986 1 $1,000 $2,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. "` If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/pis/web/re_web.seminole_county_title?parcel=32193... 5/4/2006 C.".entral Aluminum SCREEN SERVICE 701 Cornwall a Sanford,, Florida 32773 (4607) 323-6010 - (386) 775-41.751 o�* " o � License Numbers RX -0021055 and SC-C0567M Q G ��ORIDP� LN 73 6 �G'2-3a3-23V6— FOR o /� �,� fi ADDRESS 12,5 � v 2,60 �- DQ E JOB# 7W /j- .. ORCH POOL #DOORS COLOR SCREEN CUSTOMER GUTTER & ACC. axz ROOF,�1�,PU6 - ANGLE K/P COLOR CING CABLE BENNETT ENGINEERING 71- 56 .2Xc/ O L✓��/�ts f -� s / X2 -XL 30'0' Vt0' N 30' "" t M h axz buy N 30' "" t M h SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) H t ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) SLOPED SOLID -SCALE:-N. SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST ENCLOSURE' _ HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE:, N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 7678558 © COPYRIGHT 2004 PAGE p NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE.E. BENNETT, P.E. 3A-1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) H* HEIGHT (h)1" x 2" 'k- IN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM (FOR FOOTINGS SEE DETAILS PAGE 3A-37, 38, 39) 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' FOR MAX. � / UPRIGHT 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) W 0. H. Z V SOLID ROOF / / wI-- NO MAXIMUM / / U) (ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. VARIES VARIES LW = LOAD WIDTH ES NOTES:' 'P' VARIES 1. ANCHOR 1"x 2" OPEN BACK EXTRUS'I'O'N-W/ 1/4"-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 @ 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: 1100-1231 130 1 140 1 150 #8 1 #10 1 #12 #12 TYPICAL SCREEN ROON7 Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 70-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A.2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FSECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 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 24" O.C. ALTERNAT= CONNECTION: '2) #10 x 1-'I/2" S.M.S. -HROUGH SPLINE GROOVES 'IDE WALL HEADER JTACHEC TO 1" x 2" OPEN JACK W/ MIN. (2) #10 x 1-1/2" ).M.S. IDE WALL GIRT ATTACHED TO " x 2" OPE q 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 2114" ONCRETE; / MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MII`I. 1" FROM EDGE OF ,ONCRETE. TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3"= V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6688 PAGE c Q COPYRIGHT 2004 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E. SCREEN, ACRYLIC & VINYL ROOMS PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING (4) #8 x 1/2" S.M.S. EACH SIDE . OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/ 1" x 1 x 2" ANGLE CLIPS EACH SIDE OF POST GIRT OR CHAIR RAIL AND KICK PLATE 2" x 2" x 0.032" MIN. HOLLOW RAIL ANCHOR 1 x 2 PLATE TO CONCRETE WITH 1/4" x 2-1/2" 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 CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH SECTION 3A I" x 2" TOP RAILS FOR SIDE WALLS NITH MAX. 3.5' LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SPACING AS FOLLOWS WIND ZONE MAX. UPRIGHT SPACING 100 7'-0" 110 6'-7" 120 6'-3" 123 6'-1" 130 5'-8" 140 5'-1" 150 4'-11" INTERNAL OR EXTERNAL 'L' CLIP OR 'U' CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4) #10 S.M.S. 1 x 2 OR 2 x 2 ATTACHED TO BOTTOM W/ 1"x 1" x 2".x 1/16" 0.045" ANGLE CLIPS EACH SIDE AND MIN. (4) #10 x 1/2" S.M.S. 1"x 2"x 0.032" MIN. OPEN BAC EXTRUSION 1-1/8" MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: 3"=. l' -O" 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 I O PAGE NOT TO BE REPPRRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I 3A-3 I SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M-S. STRAP TO POST AND (1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOM.15 ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNE :WALL TYPE S MORTAR RI=QUIRED 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 WAILS SCALE: 3/4"= V-0" 4" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. (1) #5 BAR CONT. e BEFORE SLOPE ALL SLABSco ) e _04 8 12' TYPE I TYPE II TYPE 111 FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" / 12" 2" / 12" - l'-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of �:oncrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion urtil the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a T11pe 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 requirod 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) 767-4774 FAX: (386) 767.6556 PAGE - © COPYRIGHT 2664 3A-38 I NOT TO BE REPRODUCED IN WHOLE OR 1N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. 3ENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions' For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #ISF (43 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load. Width. (ft.) Max. Spa '12 l bending'b' or defiection'd' I g 2 Span 3 Span 4 Span Max. Cantilever Load Max. Spa n'L' I bending'b' or deflection V) Width (ft.) 1 & 2 Span 3 Span 4 Span Max. 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 5'-4" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-l)" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d' 5'-2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-T1" b ' 4'-9" b 0'-10" d 12 3'-9" d 4'-4" b 4'-2" b 0'-9" d 12 3'-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 'L' / (bending 'b' or deflection V) Max. 1 8 2 Span 3 Span 4 Span Cantilever Load Max. Span 'L' / (bending 'b' or deflection 'd' Width (ft.) Max: 1 8 2 Span 3 Span 4 Span .Cantilever 5 5'-8" d T-1" d T-2" d 1'-2" d 5 T-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6'-0" d T-5" d T-7" d 1'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d T-1" d T-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-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 1 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 2" x 3" x 0.045... 2" x 4" x 0.050" .Width (ft.) ax. Span V/bending 'b' or deflection 'd') 1 & 2 Span Max. 3 Span 4 Span Cantilever Load Max. Span 'L' ! bending 'b' or deflection 'd') Width (ft.) Max. 1 & 2 Span 3 Span. 4 Span Cantilever 5 T=1" d 8'-9" d 8'-9" b 1'-5" d 5 9'-2" d 11'x" d 1t'-2" _ b 'V-10" d a� 6 6'-8" 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 T-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 6'-11" b 1'-2" d 8 T-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-1A" d 6'-9" b 6'-6" 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" 1'-1" d 4bl'-1" T-3" d 8'-2" b T-11" b 1'-5" d 11 5'-5" d 6'-1" b 5'=11" d 11 ti' -11" b7" b 1'-5" d 12 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. b5' -10"b5'-8" 1'-1" d 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) 7676556 © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. PAGE 3A-11 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" 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" d 11 ti' -11" b7" b 1'-5" d 12 5'-3" b5' -10"b5'-8" 1'-1" d 12 b 1'-4" d 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 6063 T-6 ... !-A _.._• -a A 4 n anou —1-14— —1— rlacinn Intirl of 1'1 $/SF Sections 3'-0" 3'-6`' Tributary Load Width 'W'= Purlin Spacing 4'-0" 4'-6" 5'.0" 5'-6" 6'-0'' 6'-6" Allowable Height 'H' I bending'b' or deflection'd' Holo ` 8'-8" b 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-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 7'-11" b 7'-8" b 7'-5' b T-2" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-6" b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b –T7--W—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 I VA" b . 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2"x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14,-1" b 13'-6" b 12'-11' b 12'-6" b 12'-1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b P x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5' b 17'-9" b 17'-1" b 16'-6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 7-2-b 8'-8" b 8'-3' b 7'-11" b 7'-7" b 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 10'-2" b 9'-9" b 9'=5" b 9'-1" b 2" x 4" x 0.045" Snap 1T-7" b 16'-3" bi 15'-3" b 14'-4" b 13'-7" bj 12'-11"b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 119 Tributary Load Width "W' =.Purlin Spacing Sections 3'-0" 3'-6" 4'.0" 4'-6" 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" Allowable Height 'H' I bending 'b' or deflection'd' 7'-0" 1 7'-6" 2"x2"70.044" Holo ` 8'-8" b 8'-0" b 7'-6" r7 1 ,71 . 6'-8" b 6'-5" b 6'-1" b 5'-11' b 5'-8" b 5'-6" b "x x . o ow 9'-5" b 8'-9" b 8'-2" b -7 - b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 3" x 2" x 0.045" Hollow 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b 9'-7" b 9'-2' b 8'-9" b 8'-5" b 8'-1" b 7'-10" b 2" x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b . 9'-6'' b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b, 11'-7" b 11'-0" b 10'-7' b 10'-2" b 9'-9" b 9'-5" b 2",x 4" x 0.046" S.M.' B. 17'-0" b 21'-8" b 16'-3" b 20'-1" b 15-2" 18'-9" b X14'. 4" Tz3' b 13'-7" b 16',10'' b 12'-11" b 16'-0" b 12'-5" b 15'-4" b 11'-11'' b 14'-9'' b 11'-6" b 14'-2" b 11'-1" 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 47-77--b 8'-11" b 8'-5" b 7'-11" b T-7"' b 7'11" b 7'-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9' 4" b 8'-11" b 8'-8". b 8'-4" b 2" x 4" x 0.045" Snap 1 16'=2" bi 14'-11" b 14'-0". bi 13'-2" b 12'-6" b 11'-11" bi 11'-5" b 10'-11" b 1 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) 767556 PAGE © COPYRIGHT 2804 3A-24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E. SECTION 7 I SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS #8 x 1/2" S.M.S. SPACED EXISTING TRUSS OR RAFTER @ 8" O.C. BOTH SIDES CAULK #10 x 1-1/2" S.M.S. OR WOOD ALL EXPOSED SCREW HEADS WOOD SCREW (2) PER RAFTER OR TRUSS TAIL '_ ....2' •:•... #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. . ROOF PANEL EXISTING FASCIA ROO.F.:PAN EL.._TQ_FASC�IA-DETAI EXISTING HOST STRUCTURE 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 ANCHOR OR EQUAL @ 24" O.C. ::, .::':_::.:: FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ .. ..... 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: 1100-1231 130 1 140 150 #8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL# 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 7676556 PAGE © COPYRIGHT 2004 7-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.3.6 Allowable Spans for 0.024" PRO -FAB Composite Panel 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.F.S. #1 Density 3" x 48" x 0.024" Roof Panel w/ EZ -LOCK Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms $ Attached Covers 182 3 4 span span span Glass 8 Modular Room: 7 Enclosed 182 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 211-4" 23'-10" 23'-0" 20'-4; 22'-9" 21'-11" 15'=1" 17'-9" 16'-3" 4'-0" 110 MEH. 21'-4" 23'-10" 23'-0" 1 ' -" 20'-11" 20'4" 13'4" 15'4" 14'-10" 4'4" 120'MPH 1 20'-4" 22'-9" 21'-11" r --17T-59— 19'-5" 18'-10" 12'-6" 13'-11" 13'4" 4'-0" PH 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" 121-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3", 150 MPH 12'-4" 13'-9" 13'-3" 12'4" 13'-9" j 13'-3" 9'-6" 10'-8" 10'-4" 3'-11" A" x da" x 0.02d" Rnnf Panal w/ E7 -LACK Wind Region Open Structures Mon o -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Glass & Modular Rooms Enclosed 182 3 4 span span span Overhang 1 Cantilever All Roofs Ift-MPH 23'-5" 26-2" 264" 22'-3" 24'-11" 24'-1" '1T-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" 13'4" 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'-0" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6"' 15' 1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-5" 12' 4" 11'-4" 4'-0" 5" x AR" x 0_n2d" Rnnf Panal w/ E7.1_0CK Wind Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass 8 Modular Rooms Enclosed Overhang I Cantilever All Roofs 182 3 4 182 3 4 182 3 4 span span span span .span span span span span 100 MPH 26'-5" 29'-6" 28'-6" 25'-2" 28'-1" 2T-2" 19'-8" 21'-11" 21'-3" 4%0" 110 MPH 26'-5" 29'4" 281-6" 23'-2" 25'-10" 24'-11" 18'-2" 20'-4" 19'-8" 4'-0" 120 MPH 25'-2" 28'-1" 27'-2" 21'-6" 24'-1" 23'-3". 15'-6" 18'-8" 18'-0" 4'-0- 123 MPH 24'-2" 27'-0" 26-1" 20'-11" 23'-5" 22'-7" 15'-1" 18'-1" 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" 17'4" 16'-5" 15'-3" 17'-0" 16'-5" 13'-4" 14'-11"4 '-5" 4'-0" 150 MPH 15-3" 17'-0" 16'-5" 15'-3" 17'-0" 16-5" 12'-5" 13-11" 4'-0" 6" x 48" x 0.024" Roof Panel wl EZ -LOCK Wind Region Open Structures Mon o -Sloped Roof 182 3 4 span span span Screen Rooms & Attached Covers 182 1 3 4 span. span span Glass 8 Modular Rooms Enclosed 182 3 4 span span span Overhang 1 Cantilever All Roofs 100 MPH 29'-1" 32'-0" 31'-5" 27'-8" 30'-11" 29'-11" 21'-8" 24'-3" 23'-5" 4'-0" 110 MPH 29'-1" 32'-8" 31'-5" 25'4" 1 281-6° 27'-6" 20'-1" 22'-5" 21'-8" 4'-0" 120 MPH 1 27-8" 30'-11" 29'-11" 23'-9" ' 261-6" 25'-8" 18'-5" 20'-7" 19'-10" 4'-0" 123 MPH 1 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 17'-10" 19'-11" 19'-3" 4'-0" 130 MPH 1, 24'-7" 27'-6" 26'-6" 211-8" 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" 14'79" 17'4" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 13'-8" 1 164" 14'-10" Note: Total roof panel width ® room wlam + wall whin + overnang EMU USRTM Lawrence E. Bennett, P.E. FL # 16644 Building Products L.P. Civ&ENGINEER-DEVELOP+RENTCONSULTANT 7815 American way, Grovel and , FL 34736 P.O. BOX , SOUTH C AYTONA, FL 32121 TEELEPHLEPHONE: (3661767.4774 TEL: (352) 787-7766 x202 FAX: (352) 429-2011 FAX: (386)76i -65W TOLL FREE: 1-800-342-9077 bkaufmann®metalsusa.com PAGE © COPYRIGHT 2864 KIM TO RF RFCROnucen IN WHOLE OR IN;SART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 7-45 _I PLAT OF SURVEY FOR SHOEMAKER CONSTRUCTION SEMINOLE COUNTY, FLORIDA DESCRIPTION Lot 38, KAYWOOD REPLAT, according to the Plat thereof as re,corded in Plat Book 30, Pages 27 and 28, of the Public Records of Seminole County, Florida. SURVEYOR'S CERTIFICATE This is to certify that a Survey of the above described property was made under my direction and the Plat hereon is a correct representation of ' the same and meets the Minimum Technical Standards as set forth in Chapter 21.HH-6, Florida Administrative Code. Copies of this survey are invalid unless embossed with the seal of the undersigned. RLS #1653 l/�-_ i,1 •._ 9 DEC. 86 lam. KEUS I AS�OCIA ED'S, INC. 1807 French Avenue Sanford, Florida P.c i 305/322-2213 BEARINGS BASED ON PLAT DATUM NOT SHOWN IN A FLOOD HAZARD AREA 175 WOODRIDGE TRAIL / RE C. IRON ROD NO j sceLE I"= 30' KAYW00D LOT 36