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HomeMy WebLinkAbout127 Brushcreek Dr (2)Permit #: V Job Address: Description of Work: Historic District: � J CITY OF SANFORD PERMIT APPLICATION l� Zoning: Date: Value of Work: S Permit Type: Building _,,t!f`Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole c 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 t. Occupancy Type: Residential _Commercial Industrial Total Square Footage: Construction Type: _—L_ # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel#: --5 -\' ��- — Owners Name & Address: Contractor Name & Address: (Attach Proof of Ownership & Legal Description) Phone: (� dLC Jl�er-a�c+� E1w�4 �,r�+J State License Number: S �3 d 1 Phone & Fax: �o�l - C.1?(- `t�Ra3 Contact Person: ��T Phone: SJ W -A &EI le � 3 Q Bonding Company: 3� ��� �-�v ( Address: Mortgage Lender: Address: Architect/Engineer: Address: 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, theme may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is v • tcati n t 1 Wil the owner of the property of the requirements of Florida Lien Law, FS 713. Signature f Owner/Agent Date ----,Signature of Contractor Agent s Da Print Owner/Agent's Name Signature of Notary-Stat©londa Date Owner/Agent is _(,rsonall��toM Produced ID APPLICATION APPROVED BY: Bldrftf-- 0 -1 -O3 Zoning: (Initial & Date) (Initial & Date) wtsi' *f No State of Florida Date ••.,�RENCE A DE GRAVE * MY COMMISSION I DD 164280 EXPIRES: November 12, 2ooe uat�)Agft40Thmma tlpanpwntoMeor Produced ID P(I­ Utilities: FD: (Initial & Date) (Initial & Date Specia! Conditions: -� �-- Debbie 0. McNeal lt�Y.P Commission AIDD 195542 a= Expires: Mar 23, 2007 Bonded Thnt A tIn-0, Ronding Co., Inm POWER OF ATTORNEY ?- 5,C) DATE I hereby name and appoint L Of to be my lawful Attorney In fact to act for me and to apply to the Building Department for permits for work to be performed by WHITE ALUMINUM PRODUCTS, INC. and sign my name and do all things necessary to this appointment. Clell Coleman III Certified Contractor #-CBC001467 Certified Roofer #CCC035617 2101 E. Main Street Leesburg, FL 32748 J Notary Public Personally known or Identification Produced State of Florida, County of On this 3 Pb day of � 2003. ..VON W"*M.jaw My Ci0fl1111*8W DD1=M ,•. »d� Exoms April 19.20 7 M2)787a783 1352)795-3325 (352)303.135 lAA5121200 ryalieo-tae P41 VAWA twq"tauM Comm. Sales Type Material Job #: 1j5Z35 Start Date: Crew: Sales Lead #: End Date: Sold To: PRICE 21119 Directions to r -.f- 2 b 4a� Job a i n• S Street Address: '? �,G 1r tJL1� I_ CLu 6 f-1 r v City: �Qfl( State: (-,_Zip: �2�% roperty y -VS Descri tion: ubdivision Block Lot(s) Phone: ( `�) 7j 2-7-3 (7(�Date: "f — t L—b I hereby ackno that the improvements specified herein Customer's &35 a- & 3 3 (c,vSocial are toe Xpe R I Property Owned by the Purchaser. Security No. v� rin re_ Initial: This is a contract to perform the services as outlined below. All Labor and Materials are included in this contract as noted. Any agreements contrary to what is stated herein are not binding according to the provisions of this contract. CI Mobile Fi e 10 Conventional Cj Condo Cj Other NO—U-) Z' tZ OTY, UNIT PRICE PRICE 21119 oa r -.f- 2 b 4a� 2pro rn-6 � v� rin re_ `— OWN S 3 LZ 7 3 3 0\ W'P0A+- W 4K To ZO L r_ F S• N 2 ( �c�CT eD mom 4o 4- REQUIRES MANAGER'S APPROVAL DD N 1106,49 Q EXP DATE #_ 71P STREET TERMS OF PAYMENT 1� Draw schedual attached y�+�25% Deposit L] Draw '-4 Balances Are Cash Upon Completion Unless Noted Below " -hecks should be made payable to: LU NU PRODUCTS, INC. ` �L %U .RMS ARE SUBJECT TO CREDIT APPROVAL) AD BACK OF CONTRACT FOR BUYER'S RIGHT TO CANCEL Subtotal Price: $ 132 Permit No.: $ /00 Sales Tax: (when applicable) $ Total Contract $ Less Deposit: 6 $ Balance Due: UP'-(; - " 1 $ V �. LCA5t NCAO Ili& &NT1ift CONTRACT FRONT AND BACK BEFORE SIGNING! In. epresentalive of White Aluminum Products, Inc., acknowl- The undersigned hereby aufhorizes White Aluminum Products, Inc. to perform edges that a„ _ .menta for services are specified herein. Customer will be the services as specified in this contract. The undersigned accepts the above notified of any additional costs prior to work performance and written up under prices, specifications, terms of payment and on se herein. Do a seperate contract. / Not Sign Before Readin ntire ontract! Representative'sO ,, / Customei s Signature: _ r 's-�V V Signature: Branch Mgr. '� C Spouse: Signature: O (TWO SIGNATURES REQUIRED ON ALL CONTRACTS EXCEEDING $5,000) Date: —Z • n-nr a—urn i Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL l en Se' -=m Ole couritlr �rarlrel�r�irei } i � ' Y Clot & First St_ Sanford k'1, 327-1 4Q11_66e_;g0(a 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-516-0000- Tax District: S1-SANFORD 096000- Number of Buildings: 1 Depreciated Bldg Value: $81,913 Owner: PARKS D MICHELE Exemptions: HOMESTEAD Depreciated EXFT Value: $0 Address: 127 BRUSHCREEK DR Land Value (Market): $22,400 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 127 BRUSHCREEK DR SANFORD 32771 Just/Market Value: $104,313 Subdivision Name: COUNTRY CLUB PARK PH 2 Assessed Value (SOH): $104,313 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $79,313 SALES Deed Date Book Page Amount Vac/Imp QUIT CLAIM DEED 06/2003 04879 0011 $100 Improved 2002 VALUE SUMMARY QUIT CLAIM DEED 12/2002 04627 1610 $100 Improved 2002 Tax Bill Amount: $1,970 SPECIAL WARRANTY DEED 05/2001 04067 1120 $113,100 Improved 2002 Taxable Value: $93,035 WARRANTY DEED 12/2000 03997 1433 $23,500 Vacant Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 96 COUNTRY CLUB PARK PH 2 PB 54 PGS LOT 0 0 1.000 22,400.00 $22,400 22 THRU 24 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2001 8 1,668 1,243 CB/STUCCO FINISH $81,913 $82,740 Appendage / Sgft GARAGE FINISHED / 383 Appendage / Sgft OPEN PORCH FINISHED/ 42 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. ... /re_web.seminole_county_title?PARCEL=33193051600000960&cowner=PARKS%&cctr=&ct7/23/03 Permit Number Parcel Identification Number Prepared by: �wnrea�ee�Ae�nlnsiH®AIlNNR�1���11� MWWE MBF, CLERK OF CIRCUIT COW BRINDLE COLMTY BM 04952 PG 1aL39 Return to: CLERK'S003136746 \ RECW0 08/06/i?8'M3 W s V i; 48 M RECORVINB FEES 6 W b 410'1� q�, NOTICE OF COMMENCEMENT State of County, of —LM, AUG 6 2003 8Y N Noldtlrn CERTIFIED COPY IWARYANNE MORi13E CLERK OF CIRCUIT COURT SEMINOLE COUNTY. FLORIDA rTY !`(. FRif The undersigned hereby gives notice that irr,provement(s) will be made to certain real property, and in accord@ with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property (legal description b ( f the property, and streetaddress if available) I 2. Genera description of Improvement(s) 3 Owner information I Name (N \� Telephone Number `l 0'1-��tS--- Address �� g �1 Fax Number '� Interest in Property: 4. Fee Simple Tftle Holder (if offier than owner shown above) Name I Telephone Number Address Fax Number 5& .ContractorName I Address � Telephone Number Fax Number ' 6. Surety (if any) Name Telephone Number Address Fax Number ' Amount of bond $ 7. Lender (tf any) Name Telephone Number Address Fax Number i 8. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by §713,13(1)(a)7., Florida Statutes. Name Telephone Number Address. Fax Number 9. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice r i provided in §713.13(1)(b), Florida Statutes. Name I t Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is on ar from the date of recordin, unless a different date Is specified): i Date Signed (Ile Sina ure of Owner [Note: per § 3. 13(1)(8), "owner m st sign ...and no one else may be permitted to sign it his or her stead." Sworn to and suFrsonally e this day of. ►` 20�� by who is known to e OR _produced as identification. IS4@rraiure of Notary (notarial seal to appear below) Debbie 0. McNeal r°�vP\G��� Commission#DD195542 Form Revised: 12/00 for 19_ to 20Expires: Mar 23, 2007 Bonded Thru Atlantic Bonding Co:, Inc.. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 DO NOT BLOCK FIRE EXIT WINDOW I I I FOURTH WALL FRAME _! (IF REQUIRED) 2") BEAM OR PURLINS BEAM SELECT "L" FROM I SELECT'L' FROM BEAM SPAN BEAM SPAN TABLES FOR Xml I TABLES FOR ATTACHED ATTACHED COVERS USE F=== — _ _ COVERS USE'A2' = W/2 + O.H. ALTERNATE BEAM LOCATION EXISTING HOST STRUCTURE I I co of 2"x3"MIN. (SEE TABLE 2.2.1 AND / OR TABLE 22.2) 'W VARIES — i i O.H. SINGLE CARPORT - PLAN VIEW SCALE: 3/16"= V-0" 3" RECEIVING CHANNEL ANCHORS W/ (3) EACH #8 S. M. S. @ 12" 0. C. (SEE ROOF//�---- CONNECTION DETAILS ROOF PANELS —� / (SEE TABLES SECTION 7) SECTION 7) d FOURTH WALL FRAME I POST TO BEAM (SELECT FROM (IF REQUIRED) TABLE 2.3) EXISTING HOST STRUCTURE I A2 = POST S17E AND SPA I Al = W/2 W/2+O.H. C / O I � - (SEE TABLE 2.2.1 AND / OR N 2.2.2) _ PROJECTION VARIES SEE FOOTING DETAILS PAGES 2-23 & 2-24 SINGLE CARPORT - ELEVATION VIEW SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. Cf VIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 © COPYRIGHT 2003 PAGE NOT TO BE REPROOVCEO IN WHOLE OR -IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. 2-3 SECTION 2 I ATTACHED &FREE-STAPIDING COVERS AND UTILITY SHEDS -7---------- vi w ROOF PANEL _ (SEE SECTION 7) ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL BEAMS MAY BE ANGLED FOR FOR NUMBER OF BOLTS AND GABLED FRAME - SIZE OF POST (SEE TABLE 2.3) COLUMN NOTCHED TO SUIT SID BEAMS MAY BE ANGLED FOR GABLED FRAME 1-3/4"x 1-3/4" x 0.063" RECEIVING CHANNEL T,HRU BOLTED TO POST W/ THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOLTS) COLUMN NOTCHED TO SUIT BEAM AND POST SIZES a (SEE TABLES SECTION 2) W-CO.NN:ECTC.O.P SCALE: 3" = V-0" ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLES SECTION 2) CENTER NOTCH POST TO BEAM CONNECTION SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767.6556 PAGE © COPYRIGHT 2003 2-18 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING SECTION 2 ALUMINUM/STEEL COLUMN 'U' CHANNEL (SEE SECTION 9 FOR CONNECTIONS) CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 3" = V-0" ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING ALUMINUM / STEEL COLUMN 2" x 2" WITH WALL THICKNESS EQUAL TO OR GREATER THAN COLUMN WALL CONCRETE ANCHORS (SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL ANGLE CLIPS SCALE: 3"= V-0" NOTE: kTTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE CONCRETE SLAB OR FOOTING ALUMINUM / STEEL COLUMN INTERNAL EXTRUDED ALUMINUM BASE OR BREAK FORMED U -CLIP WITH WALL EQUAL TO OR GREATER THAN POST WALL . CONCRETE ANCHORS (SEE SECTION 9) '-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENTCONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCEO IN WHOLE OR 1N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 2-21 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS ' SECTION 2 2'-0" MIN. 3-1/2" (4" NOMINAL) BEFORE SLOPE ALL SLABS TYPE], ---." FLAT"SLOPE / NO_FOOT-ING 0-2" / 12" (1) 450 BAR CONT. 8" TYPE II MODERATE SLOPE FOOTING 2"/ 12"- V-10" (1) #50 BAR CONT. uj de e _ �- 12" TYPE III STEEP SLOPE FOOTING > 1'-10" NOTES: 1. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,500 PSF. BEARING CAPACITY OF SOIL SHALL BE 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 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. FOR WOOD FRAME UTILITY SHEDS THE MINIMUM DEPTH OF THE FOOTING SHALL BE 10" FOR TYPE II FOOTING AND 14" FOR TYPE III FOOTING W/ 6" MIN. EXPOSED ABOVE GRADE.. 5. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6 -10x10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF WIRE MESH. 6. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE 11 FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB -FOOTING DETAILS SCALE. 3/4" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-3774 FAX (386) 767-6556 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED 1N WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 2-23 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 Table 2.1.2-120 Allowable Roof Beam Spans For Altache_d Covers, Fourth wall Structures, or Freestanding Gabled Carports For 3 sec. wind gust at 120 Ml'H us ng design load of 14 #/SF (43 #/SF for Max. Cantilever) Aluminum Allov 6063 T-8 "-"-" __ 2" x 3" x 0.045" Hollow 2" x 3" x 0.050" Hollow Tilt Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever Load Max. Span 'L' / (bending 'b' or deftection 'd') Width (ft.) 1 & 2 Spa 3 Span 4 Span Max. Cantilever 5 6'-11" d 8'-6" d 8'-5" b 1'-5" d 5 6'-9" d V-5" d 8'-0" b 1'-5" d 6 6-6" d T-11" 97 T5", b 1'4" d 6 6'-5" d 7'-9" b T-6" b 1'-4" d 7 6'-2" d T-5" . b T-2" b 1'-3" d 7 6'-1" d T-2" b 6'-11" b' 1'-3" d a F-11" d. 6'-11" b 6'-8" b 1'-2" d 8 &-10" d 6'-9' b 6'-6" b 1'-2" d 9. FIT . d 6'-6" b 6'-3'' b 1'-2" d 9 5'-7" d 6'-4" b 6'-2" b 1'-2" d 10 .5'-6" - d 6'-2" b 5-11" b 1'-1" d 10 5'-5" b 6'-0" , b 5'-10" b 1'-1" d 11 5'-3" b 5'-11" b 5'-8" b 1'-1" d 11 1 5'-2" b 5'-9" b 5'-T b V-1' d 12 5'-0' b 5'-8" b T-5" b 1'-1" d 12 4'-11" b 5'-6" b 5'4' b 1'-0" d 2" x 4" x 0.045" Hollow Tilt 2" x 4" x 0.044" x 0.100" Self Mating Beam Load Max. Span V/ (bending 'b' or deflection 'd') Width (ft) 1 8 2 Span 3 Span4 Span Cantilever Load Max. Span 'L' / (bending War deflection 'd') Width (ft.) 1 & 2 Spa 3 Span 4 Span Cantilever 5 8'-7" d 10'-0' b 10'-1," b 1'-9" d 5 9'-11" d 124" d 127 d 2-0" d 6 8'-1' d 9'-7" b 9'-3" : b 1'-8" d 6 9"•5" d 11'-7" d 11'-7" • b 1'-11' d 7 7'-8" d 8'-10" b 8'-7" b 1'-7" d 7 8'-11" d 11'-0" d 10'-8" b 1'-10" d a 7'-4" d 8'-3" b T-11' b 1'-8" d a 8'-6" d 10'4" b 9'-11" b 1'-9" d 9 6'-11" b T-10" b T-6" b 1'-5" d 9 B'-3" d 9' 9" b 9'-5" b 1'-8" d 10 6'-7' b T-5" b T-2' b 1'-5" d 10 T-11", d 9'-3" b 8'-11" b 1'-7" d 11 6'4." b T-1" b 6'-10" b 74" d 11 T-8" d 8'-10" b 8'S' b l';7' d _6_9" b� �6'A6 _b V-4- d 12 T-6" d 8'-5" b 8'-2" b 1'-6' d .2"-x,5" x 0.050'_'.x.OAOD!.Self Mating.Bearri/ 2" x 6" x 0.050" x 0.120" Self Mating Beam Load Max. Span 'L' /(bend ing'b' or deflection 'd' Width (ft) 1 & 2 Span 3 Span 4 Span Cant (ever ax Load Max. Span V/ bending 'b' or deflection 'd' Width (f I ) 1 & 2 Spa 3 Span 4 Span Cantilever 5 , , j2L-5_`d- 15'-3' . d 15'-7" d 2'-0" d 5 14'-6" d 1T-11" d 18'-1" b 2'-11" d ( 6 1 V-0"__ d -11'4` 14'=5" d 14'-3" b 2'-4" d 6 13'-8" d IV -10"A 16'-6" b 7-9" d ,--7-- d 13'-8"__d 13'-3" b 2-3" d 7 17-11" d 15'-10" b 16-4" b 2'-8" d a 10'-7" d 12'-10" b 12'-4" b 2'-2" d 6 12'-5" d 14'-10" b 14'-4" b 2'-6" d 9 10'-2' d 12'-1" b 11'-8" b 2'-1" d 9 11'-11" d 13'-11". b 13'-6" b 2'-5" d 10 9'-10" d 11'-5" b 11'-1' b 2'-0" d 10 11'-6" d 13'-3" b 12'-10" b 2'4' d 11 9'-6" d 10'41" b 10'-7" b 1'-11" d 11 11'-2" d 12'-8" b 12'-2" b 2'-3' d 12 9'-3" d 10'5" b 10'-1" b 1'-11" d 12 10'-10" b 12'-1" b 11'-8" b 2'-2" d Lianleo sloped roots Include gables with a roof slope greater than 1" In 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. " Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENTCONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (366) 767-4774 FAX (386) 767-6556 © COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 2-37 SECTION 7 1 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. OR WOOD )OD SCREW (2) PER RAFTER OR TRUSS TAIL #10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. ROOF PANEL TO FASCIA DETAIL SCALE: 3" =1'-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR-r//Z OTHER CONSTRUCTION FOR MASONRY USE 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 TO WALL DETAIL SCALE: 3 = 1'-0" #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL EXISTING FASCIA #8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL NOTES: 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 "r. 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 SSC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE, Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (385) 757A774 FAX (385) 767-6556 PAGE 7. A 1 O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 Open Structures Mono -Sloped Roof 182 . 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span SOLID ROOF PANEL PRODUCTS 182 span Enclosed 3 span Table 7.3.6 Allowable Spans for 0.024" PRO -FAB Composite Panels wl EZ -LOCK for Various Loads Metals USA, Building Products Southeast, Inc. Manufacturers' Proprietary Products: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density x-48"'x•0:024"-Roof-Panel-wtEZ=L-OCKt Glass Rooms Overhang / Cantilever All Roofs ^ Wind Region •Open Structure `•-MorioSlop d Roof 182 3 4 span span span --7 Screen Rooms 8 Attached Covers 18,2 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang ! Cantilever All Roofs 16'-6" 15'-11" 10q—21'-0"- -23-10" 23'-0" 20'x" 22'-9" 21'-11" 13'-6" 15'-1" 14'-7" 15'-1" 1T-9" 16'-3" 4'-0- 13'-3" r t _MPH; 110 MPH 21'x= .23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 11'-7" 13'-6" 13'-I" 13'-9" 15'11" 14'-10" 4'-0- 11'-8" 13'-7" '120 MPH 20'��._22'-9" 21'-11" 17'-5' 19'-5" 18'-10" 10'-8" 12'-5" 11'-6" 12'-6" 13'-11" 13'-6" 4'-0- 11'-5" 13'-3" '123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3' 10'-5" 11'-7" 11'-3" 111-8" 13'-8" 13'-2" 4'-0" 10'-9" 12'-7" 130 MPH 18'-0" 20'-2" 19'-5' 15'-1" 1T-9" 16'-3" 9'-10" 10'-11" 10'-7" 11'-1" 12'-11" 12'-6" 4'-0" 4'-3" 150 MPH 140 MPH 12'x' 13'-9" 13'-3" 121 13'-3" 13'-3" 8'-7" 9'-7" 9'-3" 9'-6" 10'-8" 10'-4" 3'-11" 14'-7" 9'-5" 10'-6" 10'-2" 10'-5" 12'4" 11'-4" 4'-0" 4" x 48" x 0 024" Roof Panel wl EZ -LOCK Glass Rooms 5" x 48" x 0 024" Roof Panel wl EZ -LOCK Glass Roams 6" x 48" x 0.024" Roof Panel wl EZ -LOCK Glass Roams Note: Total roof panel width = room width + wall width + overhang. Lawrence E. Bennett, P.E. CIVILENGINEER-DEVELOPMENTCONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE(366)767-4774 FAX(386)767-6556 WIMETALS USH " Building Products southeast, Inc. 1107 NORTH THOMAS R0. , LEESBURG, FL. 34748 'TEL: (352) 787-7766 FAX: (352) 787-4517 FLORIDA 1-800-342-9077 NATIONAL 1-800-874-0002 PAGE Q 7-38 © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. Wind Region Open Structures Mono -Sloped Roof 182 . 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 14'-9" 16'-6" 15'-11" 17'-5" 19'-6". 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-8" 22'-11" 22'•2" 13'-3" 14'-10" 14'-4" 15'-1' 18'-0" 17'-5" 4'.0- 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 11'-8" 13'-7" 13'-2" 13'-9' 15'-4" 14'-10" 4'-0" 123 MPH 21'-5' 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 11'-5" 13'-3" 12'-10" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 10'-9" 12'-7" 11'-8" 12'-8" 4" 13'-9' 13'-3" 9'-2" 10'-3" 9'-11" 10'-0" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4' 13'-9' 13'-3" 12'-4" 13'-3" 13'-3" 8'-7" 9'-7" 9'-3" 9'-6" 10'-8" 10'-4" 3'-11" Wind Region Open Structures Mono -Sloped Roof 182 . 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang / Cantilever All Roofs 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 14'-9" 16'-6" 15'-11" 17'-5" 19'-6". 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-8" 22'-11" 22'•2" 13'-3" 14'-10" 14'-4" 15'-1' 18'-0" 17'-5" 4'.0- 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 11'-8" 13'-7" 13'-2" 13'-9' 15'-4" 14'-10" 4'-0" 123 MPH 21'-5' 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 11'-5" 13'-3" 12'-10" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 10'-9" 12'-7" 11'-8" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-0" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1" 11'-3" 10'-10" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 15'-1' 14'-7" 13'-6" 15'-1" 14'-7" 9'-5" 10'-6" 10'-2" 10'-5" 12'4" 11'-4" 4'-0" Wind Region Open Structures Mono -Sloped Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang 1 Cantilever All Roofs 100 MPH 26'-5" 29'-6" 28'-0" 25'-2' 28'-1" 27'-2" 17'-5" 19'-5" 18'-9" 19'-8" 21'-11" 21'-3" 4'-0" 110 MPH 26'-5" 29'-6" 28'-6" 23'-2" 25'-10" 24'-11" 14'-11" 17'-7" 16'-2" 18'-2" 20'-4" 19'-8" 4'-0- 120 MPH 25'-2" 28'-1" 27'-2" 21'-6' 24'-1" 23'-3" 13'-9' 15'4" 14'-10" 15'-6" 18'-8" 18'-0" 4'-0" 123 MPH 24'-2" 27'-0" 26'-1" 20'-11" 23'-5" 22'-7" 13'-5° 14'-11' 14'-6" 15'-1" 18'-1" 17'-6" 4'-0" 130 MPH 22'-4" 24'-11" 24'-1" 19'-8" 21'-11" 21'x" 12'-9" 14'-3" 13'-9" 14'4" 15'-11" 15'-5" 4'-0" 140 MPH 15'-3" 17`-0" 16'-5" 15'-3" 17'-0' 16'-5" 11'-4" 14'-6" 12'-9" 13'-0" 14'-11" 14'-5" 4'-0' 150 MPH 15'-3" 17'-0" 16'-5" 15'-3" 17'-0" 16'-5" 10'-7" 12'x" 11'-5" 12'-5" 13'-11' 13'-5" 4'-0" Wind Reglan Open Structures MonoSlo ed Roof 182 3 4 span span span Screen Rooms 8 Attached Covers 182 3 4 span span span Partially Enclosed 182 3 4 span span span 182 span Enclosed 3 span 4 span Overhang Cantilever All Roofs 100 MPH 29'-1' 32'-6" 31'-5" 27'-8" 30'-11' 29'-11" 19'-2" 21'-5" 20'-8" 21'-8" 24'-3' 23'-5" 4'-0" 110 MPH 29'-1' 32'-6" 31'-5" 25'-6" 28'-6" 27'-6" 17'-4" 19'-5" 18'-9" 20'-1" 22'-5" 21'-B" 4'-0" 120 MPH 27'-8" 30'-11" 29'-11" 23'-9" 26'-6" 25'-8" 15'-1" 17'-7" 16'-4" 18'-5" 20'-7" 19'-10" 4'-0" 123 MPH 26'-8" 29'-9" 28'-9" 23'-1" 25'-9" 24'-11" 14'-9" 16'-6" 15'-11" 17'-10' 19'-1 i" 19'-3" 4'-0" 130 MPH 24'-7" 27'-6" 26'-0" 211-8" 24'-3" 23'-5" 14'-0" 15'-8" 15'-2" 15'-9" 18'-9" 18'-2" 4'-0- 140 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 12'-11" 14'-6" 14'-0" 14'-9" 17'-4" 15'-11" 4'-0" 150 MPH 16'-9" 18'-9" 18'-2" 16'-9" 18'-9" 18'-2" 11'-8" 13'-7" 13'-2" 13'-8" 15'-4" 14'-10" 4'-0" db/ 11/ 203 '21!09 JUN --11-2603 17:04 4d/b915312 _ FIRST AMERICAN TITLE PAGE 02 SWERDLOFFBLONG SURUEY S NG 407 688 'ebJS r. k9d.0 10" Legal Desw"fon Lot 96, COUNTRY CLUBPARA( (PHASE Ir), occmc&vg to rhe pray deereef, as recerdad ire Plot Boole 34, P096(s) 22-14, Ofthe Public Records 4rha dmale Conn% FL Conwrarm4 nxmkr. 12004 Pard: 0040 Se,Q^uc F F 1. N.M. Deer: 4117/1995 Rood Zone,. X Dart offlrlr WOPk: 6/6/7003 CDmPk/Mn Dore: 6/1111003 Certified to: D K/aWs Park Ras4 Stnidtaan & Bewley: First Am&rfecn Tide laesmrona CofNporY. COseMYWIde Nome Lmnv, Im. Itr' leccerso s and/or assigns, j.�1� Wad Fanw. . dbe Font Feud Nail rm?cmr Comer Record MW Q.naadv,wt Crnw $f• Cb.aw4 heO" l.IOs Cwtoeb ?dnmmm ro..d Rae Rw1 Fe"6 limarit<a Algk of Pay Fol a Disk Dmiswr� mcel V04y Famd FIM Alpha a•Obvd udYsr FENCEMCC 4.3 SOLITH —PLAT 'UMln— 4 .5 SOUTH __ jr�l C.An max, Tilt. Cm B IL CA 1KJL AIC ox. C. oar D. Dx vfW c9wr EL Pl. f C1•t rr.r ��--F N u� oa U � r L8 8.39'22'2 u 89•4'4'30`EiP) r ffz�� ONE--STORY RESIOENCE .:9 . • sem. .4. � ^ sz<s�aal�iT�i�� ►f1, 1t�ptti4 8� t• - 30' "41—'7/?f •_ . rM 1.<w r. i ............ �, ivr'.L .r• 1� QQ r n r � • N89-44.30-W(P&M) 0.R.) P p t 50.04(M) 50.00 P} m Nu BRUllS LEEK GNT-0F_my(P) FTD NJIb W 5073 cal. Riw► J.P. r Mtity aMetr.3. � P,a.l„ ) i'1dpAohelaetlioo , A_y, cou-MAAnn bttAy Rob" t_i !:. 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