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HomeMy WebLinkAbout146 Wood Ridge Trl (2)Permit # : W - Job Address: G Description of Work. L Historic District: CITY OF SANFORD PERMIT APPLICATION RECEIVED Date: UP 2005 WY -56 Zoning: Value of Work: $ Permit Typ . Buildi Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addi on/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) Address: Mortgage Lender: Address: Architect/Engineer Address: Phone: Fax: N Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verific i hat I will notify the owner of the property of the requirements of Florida Lie aw, FS 713. Signature of Owner/Age ate Signature of Contractor/Agent Date be ay� Prin wner/Agent Nam VJ 1%PriContractor/Agent's Na 09 Signature of No State FI Date ignature of Not tate o lo rid Date Owner/Agent isersonall [ i wn M Contractor/Agent is Personally Known to Me or Produced ID / Produced ID APPLICATION APPROVED BY: Bldg: l v' Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: �'of P Becky Rogers My Commission DDI 80133 unr P& Becky Rogers +to, nd� Expires February 14, 2007 rely (^Ommission DD180133 `o. OF Expires February 14, 2007 POWER OF ATTORNEY DATE: I hereby name and appoint �� of Affordable Screen & Patio Inc. to be my lawful Attorney -In -Fact to act for me r and apply to thuilding Department for'a pe it For work to be performed at a location described as: Parcel Ib /Lot Block Subdivision: (0tivner of Property &:address and to sign my name and do alllttings necessary to this appointment Type and print narne of Certified Co r Sianature of C rtified Contractor ' w acknoN�•led�ged-b-z ore me this The foregoing ;a instrument as ., ---- --- o is personally kno%the me:Nvho produced yU as identification and who did not take an oath. State of Florida County of'Oranae rotary Signature Date: .„ � ,r • Bocky Rogers -4My Commission DD180133 (kcal) o.wd� Expires Few%uary1412007 I loll 1111111 All 111111 oil 11 IN 11 all 11 in 11 In 11 IN IN Iii 11111 Permit Number_ 10513-01 14NNE MURSE1 CLERK OF CIRCUIT COURT Parcel identification Numbe— - ..> d&LE CUUNTY PG 0366 Prepared by: Pm n CLERK' S # 2005157313 RECORDED 09/14/60005 09:L0:09 AN �p Pt- RELUNDINU FEES 10.0o RECORDED BY D Thomas Return to: ���ofC� JI e �ef e LU ►p CEKCIF�ED CUi'` MARYANNF �R L_.OTG,w p0� t �� 7� a CLERK OF CIRCUIT FL Rl o � E �CLVR ORIDNOTICE OF COMMENCEMENT SY— Oi2v State of FI or BSEP 1 4'005 County of /I4 The undersigned hereby gives notice that improvement(s) will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Descri tion of property leg I description of the prop rty, apo street address if available) i40A 36 2. Ge eral descri do i provement( to 76 �aSZ&t4�, � 3 f� 3 V' 3. Owner informatio � /c Telephone 3— y�Name 71�41� Address Fax Number Interest in Property: 4. Fee Simple Title Holder (mother than owner shown above) Name � C�1 Telephone Number Address Fax Number 5. Contractor rA-"Orc c"`e, Name �3.'0,,3oyy 5�0► i 5� Telephone Number LiD`7• O Cp Address i,,, Ongu,)o od I V f I a Fax Number y p'1 , 33a - o a- q 6. Surety (if any) Name Telephone Number Address Fax Number Amount of bond $ 7. , Lender (if any) Name Telephone Number Address Fax Number 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 as provided in §713.13(1)(b), Florida Statutes. Name Telephone Number Address Fax Number 10. Expiration date of notice of commencement (the expiration date is one year from the date of recording unless a different date is specified): Date Signed Signature of Owner Note: per §713'.1,3(1)(g), "owner Sworn to and subscribed before me this day of who is personally known to me OR as identification. �1,4,f, Becky Rogers My {lommission DD180133 a or n Expires February 14, 2007 Form Revisad: 1ZI00 for to 20�, must sign ..:and no one else may be permitted to sign in his or her stead." ced ature seal to appear below) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL y kilt itminac County cJ£!Ylft.S 11111 K. Virst S1; tafnrd Il. 3'•_771 4074iA1-7 5 416 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-30-5GS-0000-0240 Tax District: S1-SANFORD Number of Buildings: 1 CALVERT DEREK T & 00- Owner: BARBARA A Exemptions: HOMESTEAD Depreciated Bldg Value: $120,036 Depreciated EXFT Value: $10,568 Address: 146 WOOD RIDGE TRL Land Value (Market): $25,500 City,State,ZipCode: SANFORD FL 32771 Land Value Ag: $0 Property Address: 146 WOOD RIDGE TRL SANFORD 32771 Just/Market Value: $156,104 Subdivision Name: KAYWOOD REPLAT Assessed Value (SOH): $129,854 Dor: 01 -SINGLE FAMILY Exempt Value: $25,000 Taxable Value: $104,854 2004 VALUE SUMMARY SALES Tax Value(without SOH): $2,701 2004 Tax Bill Amount: $2,099 Deed Date Book Page Amount Vac/Imp Save Our Homes (SOH) Savings: $602 WARRANTY DEED 07/1996 03096 0370 $129,000 Improved 2004 Taxable Value: $102,433 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 24 (LESS W 5 FT) KAYWOOD REPLAT PB 30 LOT 0 0 1.000 25,500.00 $25,500 PGS 27 & 28 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated -SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1996 8 1,887 2,774 1,887 CB/STUCCO FINISH $120,036 $124,713 Appendage / Sgft OPEN PORCH FINISHED / 272 Appendage / Sgft OPEN PORCH FINISHED / 25 Appendage / Sgft GARAGE FINISHED / 590 EXTRA FEATURE Description Year Bit Units EXFT Value Est Cost New POOL GUNITE 1996 420 $6,510 $8,400 SCREEN ENCLOSURE 1996 1,882 $2,636 $3,764 COOL DECK PATIO 1996 362 $982 $1,267 SOLAR HEATER 1996 1 $440 $1,100 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/pls/web/re_web.seminole_County_title?parcel=3219305 GS00000240... 12/28/04 PLAT OF- SURV£Y for l�4lt'` SHOEMAKER CONSTRUCTION CO.. INC. Legal. De^rriPt. ion ook 0 24, KAYWOOD REPEAT, according to the plat thereof as recorded 'in PLESSBthe 30, Pages 27 and 28, of the Public Records of Seminole County,..Florida, following described parcel: BEGINNING at 'the Southwest Corner :of. said `Lot,'2.4, thence run N.89°31'33"E.,along the .South Line. of 5a1d. Lot :;24a; a "distance of .5.00 feet; thence run 11.00`10'25"W. 121.71 feet to "a pcint on, they North Line' of said Lot 2.4: thence run x•1.74°24'20"1;,, al.ong'said"North Line, 6.00 feet:to the: Northwest Corner of said Lot 24; thence run 5.00°.31'59"E. 123.37 'f.eet to the Point of r O €r W 24.`0 M. S3 � •U ZS ? 59 cfl. . WO00 RIOCsE TSA'I SL ` OFFICE21 29 30 IPA LA ROAD L0r_AT%0M SKETCH' 2 7 - fi hr1 49j i I 9 ;. coNt • ' �`Y9 Wuka m .it : r� ' •�' . cc ccQ­ 12, N � S •p I v e t O ,�v i O •�- O (Y) N FIELD FeNtc ee �r x• aiy" t _ 120.43' V.r *� 125.43' eo I. o - 190ICATES IRON # CA/3382 SURVEY NOTES: 1) The street address of the above described property is I�+ood . Ri dge Trai 1. 2) Th:� above described property lids in a Flood Zone X. SURVEYOR'S CERTIFICATE �, This is to certify that I have made a Survey of the above described property and ta, t the plat hereon.delineate is an accurate representation of the saw. I further certify that this Survey meets the Minimum Technica Standards set forth by the Florida Board of Land Sflrveyons pursuant to Section 4#i.027 of the Florida Statutes CERTIFIEO.CORRECT TD: REVISTONS: BARRARA.'.A. and DEREK T, KIT—NE R SURVEYING, INC. CAL' ERT R. 8 AIR'KITNFR — P.L.S. NO. 3382 ABS, 1lT,E TITLE AGENCY r1�fL'�I1'.Y NATIONAL :TITL,E� Post Office nox £1239 Sanford, F1 32772-0823 (r/@9) 32?-2000=>KENT MORTGA6ECOMP�IIVY O1'FLO DAV'RI , r •-r x _. z�� ger r ,r' r t -r .k (mak, r;; ? PRQJEG:ti�,NQ,•.>t49iO �OrJ rxr ,,SURVEY:. DATE : 24 JUntE ,:Jy9G '� ': 'aS-:1bif'`:.:--'mak .,. "�t.N,rtra.• �r--K°"'.�,•i:.:._ . gx!i 0 97- -79 7/4 T3 T� T5 C -i 00 Fj op 17431 f 77 MW Qrj F3 5-7 C -b S5 15 1A 88 73 SO L! 5-7 C -b S5 15 88 73 5-7 C -b S5 15 FLILINE INC. A civil engin ring firm 1025 South Semoran Boulevard Suite 1033 Winter Park FL 32702 [4071670-7500 Fax [4071670-0188 Authorization Letter to use Aluminum Design Manual Master -file _Authorizationfor.- Afforda6le Screen (s� (Patio, Inc. 766 Big Tree Drive Longwood, FL 32750 (Building Official, (Due to our manual revisions that will not be completed by ,dune 1, 200.5, we are ^uthorization to the above referencedcontractorto continue using the l`✓V/4W L/ N W current manual thru September 30, 2005. If this authorization is to be revoked prior to the ending date indicated we wilt'notify you in writing via mail or facsimile. Any indication of the alteration of this document will void the authorization. Gordon Yf Shepardson's, the engineer of record, signature and raised seal is required on .this letter to validate the authorization. Thankyou for your cooperation. Signed til (bate:___ -- Gordon 5T Shepardson; T.. E. 19333 FLILI E INC. A civil engineering firm 1025 South Semoran Boulevard Suite 1093 Winter Park FL 32732 [4071670-7500 Fax 14071670-0188 Aluminum EJnec n� Index Sheet This in lex sheet specifies the master -file pages that can apply for the appropriate type of structure. Typical and Detail ,,heets and tables indicated are suggested for the type of structure, but do not need to apply in total. The appropriate typical and detail sheets and tables shall be marked as they apply. The listed pages are the only pages that need to be attached per type of structure. Index sheets should be attached with our engineering pages for issuance of a permit. Any signs of alteration shall void this index sheet. Unauthorized typical and detail sheets or span toles cannot be used in conjunction with our en cerin desi s. . CONTRACTOR: JOB REFERENCE: Com a ty Name: Affordable Screen & Patio Inc. Owner Name: Address: P.O. Box 520752 Address: Longwood, FL 32752 Mp Phone number: 407-332-0127 Legal Description: Member ID Number: Date'`. 5 7005 Gordon hea1`s :P;_ 9333 Dome Screen enclosure Mansard Screen enclosure ;..,:;. Splice'gable. & `` No splice gable: Screen enclosure Plat Screen.enclospre Composite roofiivith Screen:enclosure Put roofwith Screen enclosure: 1.1.3 1 1. 4 2.2.1 3.2.1 1.2.1 1.2.1 1.2.1 1.2.1 2.2.2 3.2.2 1.2.2 1.2.2 1.?.2 1.2.2 2:2.3 3.2.3 t/ 1.2.3 1.2.3 1.2.3 1.2.3 1.2.10 1 1.2.10 1.2.4 1.2.4 1.2.4 1.2.4 1.2.11 1 1.2.11 1.2.5 1.2.5 1.2.5 1.2.5 ,/ 1.2.6 1.2.6 1.2.6 1.2.6 1.2.7 1.2.7 1.2.7 1.2.7 1.2.10 1.2.9 1.2.8 1.2.10 1.2.11 1.2.10 1.2.10 1.2.11 1.2.11 1.2.11 E osure B tables E osure B tibles E osure B tables E osuce B tables .., Ex os..ure B tables E. osure B tables; 100m h/1.3.2.100B 100m h/1.3.2.]OOB 100m h/1.3.2.100B ]OOm h/1.3.2.100B 2.3.1 3.3.1 110m 1;/1.3.2.1IOB 110m h/1.3.2.110B 110m h/1.3.2.110B 110m h/1.3.2.110B 120m 1./l.3.2.120B 120m h/1.3.2.120B 120m h/1.3.2.120B 120m h/1.3.2.120B 130.. 1./1.3.2.130B 130m h/1.3.2.130B 130m h/1.3.2.130B 130m h/1.3.2.130B 140m F./1.3.2.14013 140m h/1.3.2.140B 140m h/1.3.2.140B 140m h/1.3.2.140B 150m h/1.3.2.]50B 150m h/1.3.2.150B 150m h/1.3.2.150B 150m h/1.3.2.150B Ex osu :c C tables E. ` osure C tables Wim_`- Ex osure C tables 1 osure C tables Ex _osure C tables. . Ea osure C tables.:.,.. 100m E/1.3.2.1000 lOOm h/l.3.2.100C 100m h/1.3.2.100C 100m h/1.3.2.100C 2.3.1 3.3.1 110- h/1.3.2.110C 110m h/1.3.2.110C 110m h/1.3.2.110C 110m h/1.3.2.110C 120m h/1.3.2.]20C 130m h/1.3.2.130C 120m h/1.3.2.120C 130m h/1.3.2.130C 2.120C 130 120Lh/lAL2.150C 120m h/1.3.2.120C 130m h/1.3.2.130C 140m h/1.3.2.140C 140m h/1.3.2.14OC 140 140m h/1.3.2.140C 1502h/1.3.2.150C 150m h/1.3.2.150C 150 150m h/1.3.2.150C Date'`. 5 7005 Gordon hea1`s :P;_ 9333 SECTION 1.1 .1 DOME I SCREEN ENCLOSURES OmO N V E COUNTY K- EF 'A014G (OPTIONAL} SEE SECTION 1.22 CtWR 1 " x 2" BASE ROOF WIND ACING SEE SECTIONBR1.2.3 K BRACING. uppdaff E7GHT AN PER TABLE 'lA ISOMETRIC - K� BRACING. ( OPTIONAL ) ;7PICAL • -- E SECTION 1.22 '�,CI-IAIR RAIL DOME ROOF SCREE SIDE ELEVATION I I FRONT ELEVATION PURLINS -FOR CABLE CONNECTION PLACEMEM & NUMBER SFE SECTION 12-1 1" x 2" BASE PLATE ,,GRADE APPLIES (STANPARDS) 1) DE:MGN C0NFOFlMS TO THE FLORIDA BUILDING CODE 2001 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED 56 S.F. AS.!,MENDED AND ASCE 7-98 FOR WIND LOAD ON THE ATTACHED TAI:. -ES. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING AND MAY BE LOCATED INTO ANY SCREEN 2) AL.I. SCREEN ENCLOSURES GREATER THAN 20'-0' MAX HEIGHT PANEL OPENING. OR :3REATER THAN 40'-0• PROJECTION FROM THE HOST STRUCTURE (RE �';ARDLESS OF DIRECTION OF (SEAM SPAN) OR WRH A BEAM SPAN 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 INCHES . GREATER THAN 40'-O', WL.L REQUIRE SITE SPECIFIC SIGNED AND CENTER TO CENTER. SE'; -ED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT DR! MNGS. 1 0)ALL PURLINS AND CHAIR RAILS WILL BE ATTACHED WITH MIN - OF 3 SCREWS INTO SCREW BOSS EACH SIDE. SEE SECTION 123 . 3) ST) i OCTURAL DETAIL DRAWING SHALL RELATE TO 6063-T6, W61 -TS, FOR PURUN AND CHAIR RAIL SCHEDULE OR '061 -TG ALUMINUM EXTRUSIONS WITH AN ACTUAL WALL THI(:1QNESS OF NOT LESS THAN 0.040. 11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE WITH N.E.C. 4)ALI.IAINUM SURFACES IN CONTACT WITH UME-MORTAR, CONCRETE OR :)THER MASONRY MATERIALS, SHALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED ALS:IU- RESISTANT COATINGS SUCH AS HEAVY-8001ED BMJMINOUS TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRffTEN APPROVAL PAI'IT OR WATER - WHITE METHACRYLATE LACQUER. _ OF THE ENGINEER. 5) ALL IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS 13)WHEN 6061 T5 OR 6061-T6 ALUMINUM ALLOY IS USED W A WHICH MAY BECOME REPEATEDLY WET SHALL. BE PAINTED WITH TWO STRUCTURE FOR UPRIGHTS, BEAMS, KNEE BRACES, WINO BRACES, CO.';fS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVY -BOOZED . AND K -BRACES, 6063-T6 ALUMINUM ALLOY MAY BE USED FOR BfTJMINOUS PAINT, OR THE WOOD OR ABSORBING MATERIAL SHALL PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES. BE ;'HINTED WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE JOPITS SEALED WITH HIGH QUALITY CAUL 13NG COMPOUND. 14) THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN (MAX MESH OF 20120) ROOF AND WALLS. IT HAS AN IMPORTANCE 6)AU U FASTENERS WILL BE 24• G C MAX. UNLESS OTHERWISE NOTED. FACTOR Ow) OF 0.77. DESIGN LOADS ARE BASED ON TABLE 2002.4 SCI: lIVS SHALL BE COATED WEATHER SEALED. OF 2001 FLORIDA BUILDING CODE FOR A MEA4.HE13,hIT LP TO 30 FT. APIPLIES FLILINE INC. ^c THIS PAGE CAN ONLY E3E. USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED 70 USE RIE WINTER PARK FL 32792' ),VLSTER FILE MMUAL OR IF TEL. (407) 679-7500 THE PACE HAS AN ORIGINAL FAX (407) 679-918con Hs1if P a P.E' SIGNATURE AND SEAL E-MAIL FLO P. E... 1 REVISIONS ECTION 1.2.1 DETAILS SCREEN ENCLOSURES 02/15/05 CABLE BRACING CAN BE USED FRONT WALE --1/8" STAINLESS STEEL CABI F IN PLACE OF K -BRACING 2 CABLE FOR EVERY 200 SQ. FT. CABLE CORNER ALUM. TENS�ONINGS NOTE: ALL WALIOVER ER 15" HIGH MUST HAVE 1/2 OR W% 8 ,11/10TE 1* TEKSj(EMYEBOLT MORE OF THE CABLES AT THE TOO OF TI -JE WALL ABOVE THE TOP CHAIR RAIL. MIN 2 DRIVE PINS OR 2 - 11/4" x 1/4" TAPCON SIDE WALL --1 f8" STAINLESS STEEL TOP FASTENER 1 1/2" BELOW CARL < TOP OF CONCRETE. NO UP TO 200 SQ. FT. Of WALL -NO CABLE NEEDED CONC. DEC NO FASTENING To PAVERS OVER 200 SO. FT.: 1 CABLE PER EVERY 200 SO. FT. NOTE: ALL WALLS OVER 15" HIGH MUST HAVE 1/2 OR 2ND CABLE SET MORE OF THE CABLES AT THE TOP OF THE WALL 1ST CABLE SET ABOVE THE TOP CHAIR RAIL. TOP CHAIR RAIL WHEN 3RD CABLE SET PANEL EXCEED 56 S.F HOMEOWNERAN MANTENCE RESPONSIBILITY: CABLE MUST REMAIN TIGHT AT ALL TIMES. CABLE SHOULD SCREEN CABLE BRACING DIAGRAM BE TIGHTENED PERIODICALLY TO REMOVE SLACK. TO AVOID DAMAGE CONTACT A QUALIFIED SERVICE Cx)MPANY: CABLE SCHEDULE FOR SCREEN ENCLOSURE COWNTY . BUILDIING D1'V1S10N 4" NCAlINAL 2,500 � --� , PSI CONCRETE 2.500 PSI CONCRETE CABLE ATTACHED TO 2"X2 -X1/8" ANGLE / WITH CABLE THIMBLE ___----2 NICO PRIES SLEEVES r-2"X2"X1/8' ANGLE 3/4"X1/4" TAPCON APPLIES TAPCON TO INSTALL MINIMUM OF 1 1/2" FROM DECK EDGE CABLE BRACE MOUNTED ON TOP OF CONCRETED��S,..1tP,j,. `APIf LIES FUUNE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS C ; AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 THE PAGE t-1AS AN OR TEL (407) 679--7500 SIGNATURE AND SEAL. FAX (407) 679-9188 Ga Srr E• P.t •' E-MAIL FLO P.E. I �. SI=CTION 1.2.2 DETAILS SCREEN ENCLOSURES REVISIONS 02/15/05 x7 3-x4"x0.050" PLATE x9 1 W/6 TOTAL 114 TEKS ON EXTERIOR 1'x3'x0.125"x3" LG. K—BRACING CAN BE USED BRACING CAN BE USED ANGLE W/3 11+14 TEKS IN PLACE OF CABLE BRACING IN PLACE OF CABLE BRACING ON INTERIOR 1/4- TAPCON ROOF PURUN 2 2' WALL COLUMN / POST 1 4 A UPRIGHT *3'—.4:.0-050" L,'x2- 2'x2" K—BRACE PLATE W/5, TOTAL J14 TEKS (Typ) 2 y = 4 PLAN VIEW A aw � = Kts) 31/2" x 7' x 0.050 PLATE 8 0 F RAIL W/ 9 TOTAL # 14 TEKS st m :: a 1'x2"xO.125'x7' LG. COLUMN / POST � .- ANGLE W/ A TOTAL 2"x2" K BRACE #14 TEKS INTO TYP BRACE do POST 1-x2" BASE PLATE ONE 3`x4'xO.050' PLATE 3# 1/2'x7"x0.050` PLATE W/6 TOTAL 114 TEKS W/9 TOTAL #14 TEKS ON EXTERIOR 3 1 /2'x7'xO.O5O' 'PLATE © PLAN VIEW B EXTERIOR ELEVATION W/9 TOTAL 114 TEKS (KTP) (HTS> ORANG41: COUNT' --- K -BRACING DETAI APPLIES ... — - ....... c.- a 1! i .J 1 1..0 1 Vt I TOP FOOT OF 2'X2 x 1/8 ANGLE 1_x2" CHANNEL NOTE: 1 `x21TIM .FROM FOOT NOT USED WITH Atl REQR. FOR 2x3SCREEN TYPES UPRIGUPRIGHT NOTE: lAOTE: PLAN VIEW 2X2 ANGLE ONLY ON ' X 2" X 1/8" ANGLE IS ONLY (N.T--.) LOAD BEARING WALL i:£OUIRm ON LOAD BEARING WALLS FRONT FOOT TABLE UPR1GHr x4 x5 x6 x7 x8 x9 1 SIZES 1/4- TAPCON 1 2 2' 3 3 1 4 4 EACH SIDE 110 TEK SCREWS 2 4 4 6 6 8 8 EACH SIDE HIGHL]GHT ONE SELECT LOADB£AR1NG UPRIGA-fr SIZES 2'x UPRIGHTNOTE: NOTE: I %PCON MUST GO INTO CONC. CFWR CHAIR RAIL CHAIR RAIL 48' MAX. 1, MINIMUM OF 1-1/4'• IF USE l FROM DECK PNVERS ON DECK. FASTENER TOP FOOT OF YIILL EXTEND INTO DECK 1-1/4'. 2-x2- x 1/8" ANGLE MIN. 3-2" SMS FOR FASTENING A7 FRONT F007 OF CW/ 2-110 TEK SCREWS 48' MAX. CHAIR RAIL, TO UPRIGHT SCREW BOSS x 1 8' ANGLE INTO UP GAT 2'xN / FRONT FOOT OF 2' x 2- x1/8- ANGLE W/2 10 .SEE ABOVE TABLE 1/4- TAPCON TEK SCREWS INTO WALL FOR FASTENERS INTO DECK 2"x2"x1/B"ANGLE— TAPCON OR THUNDERBOLT e 1-1/4' INTO CONC. DECK CONCRETE DECK CONCRL�E DECK 1'x2' SCREEN CHANNEL FRONTELEVATION SIDE EL �I11 TYPICAL DECK PLATE 8c POST CON0, LIES FL.ILINE INC. X MORAN BLVD. r IF THE CONTRACTOR IS ;�— AUTHORIZED TO USE THE SUITE 1093 WINTER PARK FL. 32792 _ �__ MASTER FILE MANUAL OR IF TEL. (407) 679-7500 �:� THE PACE HAS AN ORIGINAL FAX (407) 679-9188 N,R$Ife 0 P,6` SIGNATURE AND SEAL.. E—MAIL r� ;Ica , RVAsaNs SECTION 1.2.3 DETAILS SCREEN ENCLOSURES 02/15/05 4' MAx. BEAM OVERLAP 2"CHANNEL OR GUSSET PLATE W/ �10 TEKS FOR CONNECTOR SCHEDULE SEE SECTION 1.2.4 I ROOF BEAM 2x4 5,6,7,8,9 10. l' -2'x.040' GI- STRAP AT EACH HOLLOWm 1QQ m • m 3-110 T K UPRIGHT &MIDWAY BETWEEN UPRIGHTS, W/1 '10 TEK v�V AT.EACH 'END I KNE RACE • 4' AAX2' — H CHANNEL e I W/ 6 1 10 TEKS • • o . • 4' MAX. • 4' Mrd o HOWALLST UPRIGHT 2'x2" ANGLE KNEE BRACE D ETA I L 2" SMS ®2'— " O.C. W/6 110 TEKS EACH SIDE. 5" OR 7" SUPER GUTTER STRUCTURAL GUTTER & KNEE BRACE DETAIL a APPLIES KEN t k�kj m 1 HOUSE BUILDING DIVISION TYP. DIAGONAL BRACE . TYP. CORNER ROOF WIND BRACE, PURLIN & CHAIR RAIL SIZING ROOF BEAM PURUN WIND BRACE WALL UPRIGHT CHAIR RAIL 2x7 OR LESS 2x2 2x2 2x7 OR LESS 2x2 2x8 2x3 2x3 2x8 2x3 2x9 2.3 2.3 2x9 2x3 2x10 2x4 2x4 2x10 2x4 BRACE NOTE; WIND BRACING SHALL NOT BE REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLY SUPPORTED BY CONNECTION TO HOST STRUCTURE. NOTE; WAND BRACING ATTACHMENT TO BE WITH GUSSET PLATE, H CHANNEL OR RECEMNG CHANNEL NO TOE NAILING IS ALLOWED PLAN VIEW ROOF WIND BRACIN=PURLIN & CHAIR RAIL DETAIL APPLIES THIS PAGE CAN ONLY BE USED IF 7}I 1025 S. SEMORAN BLVD. ` �� \ � • • ' , '' CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE MAWINTER PARK FL_ 32792 = nr MASTER FILE IrIANUAL, OR IF TEL. (407) 679-7500 = ~ THE PAGE HAS AN ORIGINAL `` FAX (407) 679-9188 N H 'Hl M SIGNATURE AND SEAL. E—MAIL ft 111 P. i r"SX)Ns S1=CTION 1.2..4 DETAILS SCREEN ENCLOSURES 02/15/05 NOTE: BEAMS SCREW PATTERN -1" h ry ti ti CLEARANCE ON ALL 4 SIDES 2x4 8 1 1 14 X X X OF THE GUSSET PLATE OR BEAM OVERLAP. x5. 10 10 14 1616 X T SCREWS ARE TO BE EQUALLY 2x6 1 14 i s t 6 l s t s x SPACED FROM TOP TO BOTTOM !"AND SIDE—TO—SIDE. SCREWS i�i 2x7 14 16 16 18 18 20 X MUST BE WEATHER SEALED. (C S' 2x8 16 16 16 18 20 22 22 t 2x9. 16 18 18 20 22 22 24 NOTE: 2x10 18 18 20 22 22 24 24 GUSSET PLATE THICKNESS. WILL BE EQUAL TO OR LARGER THAN X10 TEK SCREWS EACH SIDE OF BEAM LARGEST BEAM OR UPRIGHT USED. 114 TEK SCREWS EACH SIDE OF BEAM X- NO CONNECTION ALLnWED X NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUAIJFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM 2x4 4 4 6 g X x X 0.050 2x5 4 4 a 8 0 X X 0.072 2x6 6 8 8 10 12 12 X C-1) FX 20 8 8 10 12 12 14 X fa -2x8 8 10 12 12 14 14 10 12 12 14 14 16 ]142x9 2x10 1012 14 14 14 16 X10 TEK SCREWS EACH SIDE OF BEAM LARGEST BEAM OR UPRIGHT USED. 114 TEK SCREWS EACH SIDE OF BEAM X- NO CONNECTION ALLnWED X NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUAIJFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM PHYSICAL PROPERTIES 2xH TWALL SECTION TWEB M(IN3) 2x4 0.046 0.100 0.935 2x5 0.050 0.116 1.380 2x6 0.050 0.120 1.920 2x7 0.055 0.220 2.375 2x8 0.072 0.224 4.080 2x9 0.082 0.306 5.910 2x10 0.092 0.389 8:531 ORANGE: OJ UNTY 2.00" BUIL IING DIVISION --- 2.00" —TWALL H H —TWALL r Ti"lET3 I TWEB SNAP EXTRUSION SELF MATING APPLIES HOLLOW BEAM TABLE BEAM ALUMINUM PHYSICAL PROPERTIES IIEP s ,APPLIES FLILINE INC, THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. O AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IFWINTER PARK FL. 32792 -. TEL. (407) 679-7500 THE PAGE HAS AN ORIGINAL , = SIGNATURE AND SEAL. FAX (407) 679-9188 Hs4lp PIE.- E—MAIL FAQ P.E. tsxi SECTION 1.2.5 DETAILS FSCREEN ENCLOSURES VISJOW �� 1,'4"x2" LAG SCREWS x2" LAG SCREWS 3/4"x3/4" ®4ANGLE 24` +b 24" O.C. MAX' ALUMINUM FERRULE 3/8"x8" LAG SCREW,TYP. 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 2"x2"x0.125" ANGLE W/ 4110 TEKS. EACH SIDE OF BEAM ANGLE SHIM OPTIONAL 1"x2* FOR GUTTER WITH SPLINE GROOVE ALUMINUM" FERRULE 3/8"x8" LAG SCREW,TYP. 1 EACH SIDE OF BEAM r -SCREEN ROOF O4BEAM 2"x2"x0.125" ANGLE= W/ 4110 TEKS. EACH SIDE F BEAM OPTIONAL 1'x2" FOR GUTTER WITH SPLINE GROOVE BOX BEAM (FLAT OR ANGLED) PURLIN WITH TAPCON OR 24" O.C. WITH 1 TAPCON R 110 — O 10— 3" SCREW 3" SCREW 7HRU 2"x 2" ANGLE INTO WALL ON EACH SIDE OF BEAM ; l ; EXISTING MASONRY 6 6 �• b� s i awz a i C .� WALL OR STUCCO WALL WITH LAG BOLT OR TAPCON ATTACHING TO WALL OR STUD SEE CONNECTION IN SECTION 1.2.6 2`X2"x0.125" ANGLE 0 EACH SIDE OF BEAM W/ (::-QQEAM TO STRUCTURAL GUTTER DETAILS & TO FASCIA WALL _._ -HEP�i �. PPLIES BOX BEAM FUUNE INC: A (FLAT OR*BEAM 1/4"x2" LAG SCREWSEXIST 3/4--x3/4- 0 24" O.C. MAX. ALUMINUM FERRULE OR OR 2 3/8"x8" LAG SCREW.TYP_ AUTHORIZED ' TO USETHE 1 EACH SIDE OF BEAM , SCREEN ROOF MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 BEAM THE PACE HAS AN ORIGINAL 2"x2"x0.125" ANGLE W/ 4110 TEKS. EACH SIDE OF BEAM SIGNATURE AND SEAL FAX (407) 679-9188 c "x2" 1 1/4"x22X2"x0.125 ® EAC EACH SIDFOR OPTIONAL 1 GUTTER WITH24" O.C. 2"x1/4" THRU—BOLTS. ANGLE SPLINE GROOVE SCREEN IDE OF BEAM W/ SHIM BOX BEAM (FLAT OR ANGLED) PURLIN WITH TAPCON OR 24" O.C. WITH 1 TAPCON R 110 — O 10— 3" SCREW 3" SCREW 7HRU 2"x 2" ANGLE INTO WALL ON EACH SIDE OF BEAM ; l ; EXISTING MASONRY 6 6 �• b� s i awz a i C .� WALL OR STUCCO WALL WITH LAG BOLT OR TAPCON ATTACHING TO WALL OR STUD SEE CONNECTION IN SECTION 1.2.6 2`X2"x0.125" ANGLE 0 EACH SIDE OF BEAM W/ (::-QQEAM TO STRUCTURAL GUTTER DETAILS & TO FASCIA WALL _._ -HEP�i �. PPLIES THIS PAGE CAN ONLY BE USED FUUNE INC: IF IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD - AUTHORIZED ' TO USETHE SUITE 1093 , MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 THE PACE HAS AN ORIGINAL TEL. (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 c HsllrP E—MAIL. P. ' . REAStONS SECTION 1.2.6 I DETAILS I SCREEN ENCLOSURES O 02/15/05 PURLIN CONNECTION TO HOST STRUCTURE TO BE MAXIMUM OF 16" FROM BEAM AND EACH 16" THEREAFTER CONNECTION OF PURLIN & ANGLE TO BEAM & HOST STRUCTURE BEAM PURLIN CONNECTION TO BEAM ANGLE TO BEAM AND TO HOST STRUCTURE 2X4 3 2 2X5. 3 3 2X6 3 4 2X7 3 5 2X8 3 6 2X9 4 7 2X10 4 g ( E TABLE, D i ;� 9 CTURE, USE iz' Mw � °°' . � � 3 1 /2" TAPCON PURLIN CONNECTIONS USE 2" X 2" X 0.125" SUPPORT ANGLE (EACH SIDE) BEAM TO PURUN INTO WOODFRAME USE 2"-#10 SMS (SEE TABLE} STRUCTURE USE BEAM CONNECTION 0 2"-#10 SMS 0 INTO CONCRETE STRUCTURE USE 1 1/2- TAPCON ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTUR�,,,,� s PPLIES THIS PAGE CAN ONLY BE USED FL.ILINE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED .TO USE THE SUITE 1093 _` MASTER FILE MANUAL OR IF WINTER PARK FL 32792 = THE PAGE HAS AN ORIGINAL TEL. (407) 679-.7500 407 679-9188 NNSH SIGNATURE AND SEAL. -FAX ( ) P.E. ' E-MAIL SEE PURLIN SCHEDULE - SECTION 1.2.3 BEAM TO PURLIN USE 2"-#10 SMS INTO WOODFRAME (SEE TABLE) STRUCTURE USE BEAM SIZE VARIES .0 l 2" �0N 4"-#10 SMS (SEE BEAM TABLES) 0 SCR£w M COUNTY 0 VERTICAL INCH SE p ' INTO CONCRETE STRU ( E TABLE, D i ;� 9 CTURE, USE iz' Mw � °°' . � � 3 1 /2" TAPCON PURLIN CONNECTIONS USE 2" X 2" X 0.125" SUPPORT ANGLE (EACH SIDE) BEAM TO PURUN INTO WOODFRAME USE 2"-#10 SMS (SEE TABLE} STRUCTURE USE BEAM CONNECTION 0 2"-#10 SMS 0 INTO CONCRETE STRUCTURE USE 1 1/2- TAPCON ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTUR�,,,,� s PPLIES THIS PAGE CAN ONLY BE USED FL.ILINE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED .TO USE THE SUITE 1093 _` MASTER FILE MANUAL OR IF WINTER PARK FL 32792 = THE PAGE HAS AN ORIGINAL TEL. (407) 679-.7500 407 679-9188 NNSH SIGNATURE AND SEAL. -FAX ( ) P.E. ' E-MAIL REVISIONS SECTION 1.2.7 DETAILS SCREEN ENCLOSURES 02/15/05 SPUCE PLATE SHALL BE WIN. 24 INCHES LONG. 1 INCH LESS HEOIT THAN THE BEAM THE SAME MINIMUM 12-1 10 TEK SCREWS ON EACH SIDE OF THICKNESS AS THE SPLICE BEAM, AND LOCATED NO THE CUT EVENLY SPACED WITH 1 INCH CLEARANCE GREATER THAN 1/3 THE BEAM LENGTH FROM THE END AT THE CUT AND ALL SIDES OF THE INTERNAL SPLICE AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAM ATE. I 24" MIN. —j- (o • T �A-L • . ® ®® — �, 2" 12" MIN. 12" MIN. "GE COUNTY SPUCE FOR BEAM SHALL BE ON O RM OPPOSITE ENDS OF THE MATED BEAM. BUILDING I V I S h"N " d BEAM SPLICE APPLIES FOR GUSSET CONNECTION SEE SECTION 1.2.4 1'-2"x .040" STRAP AT EACH UPRIGHT & MIDWAY BETWEEN UPRIGHTS. W/1 1 10 TEKKNEE BRACE AT EACH END HOST STRUCTURE KNEE BRACE SEE KNEE BRACE DETAILS SECTION 1.2.3 SPAN DETAIL DOME FLAT OR NO SPLICE GABLE THIS PAGE CAN ONLY BE USED INE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL. 32792 THE PAGE HAS AN ORIGINAL TEL. (407) 679-7500 SIGNATURE AND SEAL. FAX (407) 679-9188 E—MNL z Q a S SAP �; ��L)-E S L GO110'-P.E-'(194M.. Sher P.E. FL i BEAM SPAN AND UPRIGHT HEIGHT TABLES SECTION 1.3.2.120 B SPAN TABLES SCREEN ENCLOSURES 6063-T6 ALLOY 6061-T5 ALLOY 6061-T6 ALLOY 120MPH EXPOSURE B :4LUMINUM ALLOY: 6063 -T6,6061 -T6, & 6061-T6 WIND ZONE: 120MPH EXPOSURE B ALL ROOF STYLES BMX. SPANS FOR ROOF BEAMS FOR SCREEN ROOF/POOL ENCLOSURES TO 150 MPH WIND LOAD 411- WIND SPEEDS PRESSURE 10 PSF ROOF BEAM SPANS MAX SPANS FOR W L ENCLOSURES j\ WALL. UPRIGHT HEIGHTS covurLIP Y I iterpolation between spans Is permitted. ROOF SPACING (number of feet) 4' S' 1 6' 7' 1 8' 1 9' Interpolation between spans Is permitted. UPRIGHT SPACING (number of feet) 4' 1 S' 6' T 8' 9' SPANS HEIGHTS i X 4 - 0 KNEES 16'0 14'10 14'0 13'3 12'9. 12'3 2X - 0 S 14'4 13'4 - 12.6 11:11 10'10 10'2 i X4-1 KNEE 20'0 18'10 18'0 - 17'3 16'9 16'3 2 X 4 -1 KNEE - 18'4 17'4 16'6 15'11 14'10 10'2 2 X 4 - 2 KNEES 24'0 22'10 22'0 21'3 20'9 '20'3 f 2 X.5-0 KNEES 19'6 18'2 1T2 16'3 157 VV2 15'0 2 X 5 - 0 KNEES 17-8 16'4 15'5 14'0 13'4 127 EE - 23'6 22'2 21'2 20'3 197 19'0 2X5-1 KNEE 218 20'4 .19'5 -18'0 174 .167 i X 5 .2 KNEES 27'6 26'2 25'2 24'3' 237 23'0 i X 6 - 0 KNEES 2372 21'6 20'4 19'4 18'2 17*0 2 X 6 - 0 KNEES 20'11 19'5 17'6 16'6 15'5 14'6 ,i X 6 -1 KNEE 2T2 25'6 24'4 23'4 22'2 21'0 2 X 6 - 1 KNEE ' 24'11 23'5 21'6 20'6 19'5 18'6 2 X 6 - 2 KNEES 3102 29'6 28'4 27'4 26'2 25'0 2 X 7 - 0 KNEES 26'2 24'4 22'9 21'9 20'0 19'1 2 X 7 - 0 KNEES 237 21'6 20'0 18'5 17'5 167 1 X 7 -1 KNEE 30'2 28'4 26'9 25'9 24'0 23'1 2 X 7 -1 KNEE 277 25'6 24'0 Z2'5 21'5 207 i X 7 - 2 KNEES 34'2 3T4 30'9 29'9 28'0 27'1 i X 8- 0 KNEES 32'6 30'4 287 27'2 25'10 24'3 2 X 8- 0 KNEES 297 27'6 25'4 23'10 22'4 213 2 X 8 -1 KNEE 36'6: 34'4 327 317 29'10 28'3 2 X 8 -1 KNEE 337 31'6 29'4 27'10 26'4 25'3 2 X 8 - 2 KNEES 40'6 38'4 367 35'2 33'10 32'3 2 X 9 - 0 KNEES 355 33'4 31'5 29'11 28'1 26'6 2 X 9 - 0 KNEES 31'0 30'2 297 25'8 24'0 22'10 i X 9 - 1 KNEE 39'9 374 35'5 - X3311 321 2 X 9 -1 KNEE 35'0 34'2 337 29'8 28'0 26'10 2 X 9 - 2 KNEES 41'9 414 39'5 37'11 36'1 —30'6 34'6 ?:Z10 - 0 KNEES 44'4 41'4 39'1 2 X 10 - 0 KNEES 37'5 36'1 34'0 32'3 30'8 297 2 X 10 - 1 KNEE 48'4 45'4 43'1 M45'3 2 X 10 -1 KNEE 41'5 40'1 38'0 36'3 34'8 337 ? X 10 - 2 KNEES 52'4 49'4 47'1 Inte lation between spans is Permitted. interpolation between spans Is rmitted_ 1:OTE 1: Roof spans using knee braces are figured for knee braces :f 4ft on the horizontal. The difference In the knee brace length of ess than or greater than 4ft on the horizontal will be deducted from it added to the the span. OTE 2: Wall spans using knee braces are figured for knee braces If 4ft on the vertical. The difference In the knee brace length of ess than or greater than 411: on the vertical will be deducted from x added to the span. ' )HIS PAGE CAN ONLY BE USED BY A "ONTRACTOR THAT IS APPROVED TO USE THE 'nASTERFILE MANUAL OR THE PAGE HAS AN DRIGINAL SIGNATURE AND SEAL. .- • NOTE 3' Spans and heights using knee braces are used only for dome, flat, and nos lice gable, roof s les. NOTE 4: When using spans or heights In bold bordered areas - site specific sealed engineering and layout drawings are required when enclosure is 40ft or greater in distance from host stricture (regardless of which direction beams span) and/or upright height Is 2oft or greater. y �' ^.-. i yr,� 4 JTZ+ ° e ° • _"� C t --NA FLILINE INC. , `" " 1025 S. SEhtORAN BLVD.3 SUITE 1093 WINTER PARK FL 32792 TEL. (407) 679-7500 FAX (407) 679.9189 / -rdOr I sht pa�aSon; F.E. t � �h�r4d