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HomeMy WebLinkAbout120 Walnut Crest Run (4)RECEIVED CITY. OF SANFORD PERbUT APPLICATION JA N 10 2006 Description of Work: Historic District Zoning: Permit Type: Building Electrical Mechanical Plumbing Fin Sprinkler/Alarm Pogl . 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 PlumbinglNew Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Tyne: G # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #. ^ I 1 50 ,50Z CW0 n 9 Attach Proof of Ownership &Legal Description) Owners Name & A dress: a A 1 a _ rl 20 Cire Cqntractor Name &''Address: b rl Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/E,n`ginncerr: Address:,/ nc Phone: State License NNuumber: C O i1t. p r,l Contact Person: to, Phone:Q Z Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced pi im• 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 ret;lating construction and zoning. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUi.t PAYD4 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 aywater gement districts, state agencies, or federal agrnres. I;t Acceptance of pe is verification tha 11 Cy the owner of [he property of the requirementLie , FS 7000, t azure o caner/Agent Date Si re of Co tractor/A t Datuj er geLa nt Contractor :gentame h re of No ry- to aof Florida Date Signature of T;oary-State of F der DatIU e Agentis Pers alh'Kno%%nto bltor Contraclor/ALen: is Persona1* Kn lr or3 Produced IDProduccc.D t 0 ZZ I'I'LIC: jI N APPROVED BY: Bldg: Zonin l ;:::ac : FD: Initial & Da -) ( Initial & Date) (Initial Date) (bHttal & Da;c 0 itiuns: Seminole Lounty Froperty Appraiser tiet lntormation by Farcel Number Fage 1 of 1 ram DAVID JOHli50H. CFA. ASA " sl 86 Y' I'll' 8] d3]:{;; PROPERTY APPRAISER - 93 - SEMINOLE COUNTY FL. 96- 15y 1 101 E. FiwsT sT I r SANFORD, FL 32771.14613 3A 407 -665 - 7557 ' d t 93 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 22-19-30-502-0000-0940 Number of Buildings: 1 Owner: ROTH BRETT & SHEILA Depreciated Bldg Value: $169,036 Mailing Address: 120 WALNUT CREST RUN Depreciated EXFT Value: $0 City, State,ZipCode: SANFORD FL 32771 Land Value (Market): $29,500 Property Address: 120 WALNUT CREST RUN SANFORD 32771 Land Value Ag: $0 Subdivision Name: PRESERVE AT LAKE MONROE Just/Market Value: $198,536 Tax District: S3-SANFORD-WATERFRONT REDVDST Assessed Value (SOH): $198,536 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $173,536 Tax Estimator 2005 VALUE SUMMARY Tax Value(without SOH): $3,480 SALES 2005 Tax Bill Amount: $3,480 Deed Date Book Page Amount Vac/Imp Qualified Save Our Homes (SOH) WARRANTY DEED 12/2004 05653 1686 $231,700 Improved Yes Savings: $0 Find Comparable Sales within this Subdivision 2006 Taxable Value: $174,389 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 94 PRESERVE AT LAKE MONROE PB LOT 0 0 1.000 29,500.00 $29,500 62 PGS 12 - 15 BUILDING INFORMATION Bid Year Base Gross Heated Bid Est. Cost Bid Type Fixtures Ext Wall Num Bit SF SF SF Value New 1 SINGLE 2004 13 1,532 4,081 3,479 CB/STUCCO $169,036 $170,743 FAMILY FINISH Appendage / Sgft GARAGE FINISHED / 459 Appendage / Sgft OPEN PORCH FINISHED / 143 Appendage / Sgft UPPER STORY FINISHED / 1947 OTE: 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 Just/Market value. PREPARED BY: CHARLENE LOPEZ CHAMPAGNE POOLS OF CENTRAL FL. 5497 BENCHMARK LANE SUITE #101 SANFORD, FL 32773 PERMIT NUMBER TAX FOLIO NUMBER P. Florida Pool Enclosures Inc. P O Dew 521136 MARYANNE MOM CLERK OF CIRCUIT MIRT SEMINOLE COUNTY BK 06076 PG 0867 CLERK % S 4 2006004 522 RECORDED 8l/lW2-M 01:67:87 PM REMRDING FEES I&OG RECARDFD BY L McKinley CERTIFIED COPY Longwood, FL,32752-1136 NOTICE Or COMMENCEMENT r-260-2600 MARYANNE MORSE CLERK OF CI QUIT COURT SEMINOLE 0 . F IDA 9Y DEPU ERK MAN 10 2W6 STATE OF FLORIDA COUNTY OF Tlie UNDERSIGNED hereby gives notice that improvement (s) will be made to certain raid real property, and in accordance with Chapter 713, Florida Statutes, the following information if provided in This Notice ofC'ommencement. IPDESCRTION OF PROPERTY (legal description and street address if availabletc)+9 ('T GENERAL DESCRIPTION OF IMPROVEMENT(S) POOL s'Ctaz^ —P-47 t^ lba- ,—,- OWNER INFORMATION. 6,_ F—L' Name and Address c) 03G&, u-4 Cf-e + < Interest in Property ( fee Simple, Partnership, etc.) NAME AND ADDRESS 00 FEE SIMPLE TITLE HOLDER (if other Ulan owner P, 3-z7-7,( s NA Florida Pool Enclosures Inc. i CONTRACTOR INFORMATION P.O. 5-1136 Name and Address 4QU 54Q4 ARNA104AME ' "n l SURETY ( Bonding Company) Name and Address N Amount of LENDER Name and Address NA Person within the State of Florida designated by owner upon whom notice or other documents may be served as provided by section 713.13(I), (a), 7., Florida statutes name and address) in addition to himself, Owner designates or to receive a copy of Lienors Notice as provied in Section 713.13(2), (b), Florida Statues Expiration Date of Notice of Commencement " NA The expiration date is one year from date of recording unless a different date is specified.) r nature or Owner Stale or Flori County o The foregoing instrument was acknowledged before me this I'D by --r :;> who i, personally known to me. TEFP LEE SBAATHERS P Y Notary Public, State of Florida My coma. expires March 08, 2008 No. D0297298 t Bonded thru Ashton Agercy, Inc. (800)45t 4854 N PUBLICS ATURE NOTARY STAMP 9FloridaPool Enclosures, Inc. Hickory Aonte Springs FL 32701 Phone: ( 407) 260-2800 • Fax: (407) 260-6411 State Cart. Lie # SCC056689 POWER OF ATTORNEY The undersigned herby appoints Tami Cauley or Brandy Lott as attorney in face to apply for and receive a building permit for the following address" o a)a-Ah L-4,F cr-ey 4 2 Mike D'elahoz rida Pool Enclosures SCCO56689 Teala Ragan TF- LA RAGAN i Notary Public •Stale of Florida My Commission Expires Aug 23, 2009 Commission K DD464875 OP,;; °• Bonded By National Notary Assn. FLILINE INC. Achill muhn "firm 1025 South Semoran Boulevard Sub 1083 Winker Park FL 32782 14071678-7500 Fax 1U71678-898 Autho.Hkatron Letter to use Aluminum Design Manual Master file Authorization for. Bung Offzcia4 Florida Pool Enclosures, Inc. P.O. Box 521136 Longwood, FL 32752 The above referenced contractor is here6y authorized to use ourACuminum Design 9Kanual as a master fire to o6tain at permits in yourjurisdiction for the time period of Octo6erls; 2005 thruSeptem6er30, 2006. If this authorization is to 6e revokedprior to the ending date indicated we wilinotify you in writing via mad orfacsimire. Any indication of the arteration of this document wilrvoid the authorization. Gordon 7f. Shepardson's, the engineer of record, signature and raised seal is required on this retter to validate the authorization. Trzankyou for your cooperation. Signed.• r' : Datey .wti, Orlon Ilk G 7fxveason9y333," 4?^may,• .. v "4' f LILINE INC. A dd fft 1925 SMIM SOMM BM08rd Sub so WkMr Perk R WE 140n 678-7500 Fax 1U71670 Aluminum Engineering Index Sheet A MINIMUM OF TWO SIGNED AND SEALED SETS OF ENGINEERING MUST BE SUBIOTTED PER PERMIT APPLICATION) This index sheet authorizes the use of the attached sheets under my signature and seal. The specified sheets for the appropriate type of structure are the sheets that can apply. Typical and Detail sheets 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. This index sheet can only be used for the project referenced below. We require a minimum of TWO ORIGINAL SIGNED AND SEALED INDEX SHEETS AND ENGINEERING SHEET SETS to be submitted with application for issuance of a permit. Any signs of alteration shall void this authorization. Unauthorized typical and detail sheets or span tables cannot be used in rrinn,nrt•ir,n .iyirl, tEl! NTRACT`O _ ,. OB tEFE E CE Company Name: Rpm? c;644q^ Owner Name: Address: Address: 1 V J Pbone number: Legal Descri lion: Member M Number. Doxne• • = = Screen enclosure Masu:ard T.° : a Screen enclosure 1t,,._..:. ' Lce a "_ t$P $ , No spLce'g?ble CSeen t ClOS1ile:,..,y o w r..- klat ` , ', 5cicen enclosure Sr'„ i 1 aa4M', . - t, Ciampos>te.i9gfwrth Sixes enclosure 1 i-:a Paiioofwith'_;'"•.'•_ Screen enclosure 1.1.2 1.1.3 1.1.4 1 221 3.2.1 1•7 1 1.2.1 1.Z1 1.21 1 222 3.2.2 1 2 1.2.2 1.22 1.22 223 3.23 2.3 1.2.3 1.2.3 1 1.23 1.210 1 1.210 24 1 2.4 1.24 1.2.4 1.211 1.211 25 1.2.5 1.25 1.25 2. 6 1.26 1.26 1.2.6 27 1 2.7 1.27 1.27 1. ] 0 1.29 1.2.8 1.2.10 211 1.210 1.210 1.211 1. 211 1.211 E posxiriBBtablc-s Ea .osoie $. tables .. Mc'Mcposu e B tpblec EVPWWe3 tables Ea sure B tables.' 1 h/1.3.2100B 11h/ 1.3.2110B 1 h/ 1.3.2100B 1] h/ 1.3.2110B 1h/1. 3.2100B 110m h/l. 3.2110B I 100m h/ 1.3.2100B 1] h/1. 3.2110B 23.1 3. 3.1 l h/1. 3.2120B 120m h/1.3.2120B 19h/1.12.120B 20m h/1.3.2.12013 1h/1.3.2130B 130m h/1.3.2130B 13 h/1.3.2130B 130 h/1.3.2130B h/1.3.2140B 140m h/1.3.2140B 140m h/1.3.2140B h/1.3.2.140B 15 h/1.3.2150B 150m h/1.3.2150B 150m h/1.3.2150B 150m h/1.3.2150B ExposumC:tables E osumCtables '.. sure. Ctables swectables.. : Ea osureCtables osure.Ctables h/l.3.21000 110m h/1.3.2. 110C h/1.3.21000 110m h/1.3.2. 110C 100m h/l.3.21000 110m h/1.3.2110C h/1.3.2100C 110m h/1.3.2110C 23.1 3.3.] h/ l.3.2120C 120m h/1.3.2.120C 120m h/1.3.2.120C 120m h/1.3.2120C 13 h/1.3.2. 130C 130m h/1.3.2.130C 130 h/1.3.2130C 130m h/1.3.2130C 140m h/1.3.2. 1C 40 I 140m h/1.3.2.140C 140h/l.3.2140C 1 1 140m h/1.3.2740C 150h/1.3.2.15UC I 150m h/1.3.2.150C 150h/1.3.2150C 15Um h/].3.2150C Date:. CT 1 0= ' Gordon bep d ;1;,. E 1,r33 w PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 94, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA NOTE: THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC. 6-7(A), A=6'02'02" L=60.55' R=575.00' CB=NO8'23'15"E C=60.53' LEGEND tUNPLATTEO PER THIS PLAI) 15 30 Z PLANS1 ' ' RBUILDINGSETBACKLINEj , C, /' DCENTERLINE1 1 / y OF G v RIGHT OF WAY LINE 1 ' I. ti ' 1 1 4 EXISTING ELEVATION' y Sq ORDC CONCRETE v m LB LAND SURVEYING BUSINESS y , LS LAND SURVEYOR C PRM PERMANENT REFERENCE MONUMENT 4 _ PCP PERMANENT CONTROL POINT j-i P) PER PLAT FND FOUND C/W CONCRETE WALK S/W SIDEWALK LOT 95CPCONCRETEPAD 5.8' 40.0' 5.8' LOT 93 CS CONCRETE SLAB 1 J C CIIORD LENGTH PK PARKER KALON I 1 R RADIUS TWO STORY I POC POINT OF CURVE I CONCRETE BLOCK I L+J QFND NAIL AND DISC & WOOD FRAME " LB 150 (11/29/04) I RESIDENCE 1 ^ O I FINISH FLOOR ® FND { LB 163931(11/29/04; AND CAP ^ .S ELEVATION.15.07 cn CNA CORNER NOT ACCESSIBLE tr) n) n\ u i M A DENOTES DELTA ANGLE V) ui < j 00 W L DENOTES ARC LENGTH Do DO Q Wn1t,3' 1 V) C.D. DENOTES CHORD BEARING ^ °— 1 PC DENOTES POINT OF CURVATURE © COVERFO`'c I PI DENOTES POINT OF INTERSECTION Z 1 :•ENTRY +"ter•' ( 10PRCDENOTESPOINTOFREVERSECURVATUREic8'4' PI DENOTES POINT OF TANGENCY 1 r LL1TYPTYPICALI A/C AIR CONDITIONER i 0 CDW CONCRETE BLOCK WALL 1 20.7' I 0 RP RADIUS POINT a 1 01IU OVERHEAD UTILITY LINE °:;•I6.0' i'••.•' 110IDENTIFICATIONI •'•;-;•;T, •. 1 POL POINT ON LINE I .'•.',•.. c.,.'.; ••:`; •: PCC POINT OF COMPOUND CURVE i :CONCRETE'` 1 Q 1 ;TrRIVEWAY4------------ 1 rySS] 1 1 WALK IS I ;• F).-.::"': 1 WALK 15 O LINE 10' UTILITY EASEMENT i 0 _L61E a 7J'1J'O7' u y11'25'S7' l•218,• PRC R•600.00• NmlI L.119.72 R.600.00' C8.N23'15, - C•248.61' E g hq CB.NO5'41'17'E C.119.5 It CEHT l FOR THE BENEFIT AND EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY CTX MORTGAGE COMPANY, LLC NOTE: 1. ALL DIRECTIONS AND DISTANCES HAVE BEEN FIELD VERIFIED AND ANY INCONSISTENCIES HAVE BEEN NOTED ON THE SURVEY, IF ANY. 2. PROPERTY CORNERS SHOWN HEREON WERE SET/FOUND ON 11-29-04, UNLESS OTHERWISE SHOWN. I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0035 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO UE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLAIN. THE SURVEYOR M/.KES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISHED. BEARINGS. SHOWN HEREON ARE BASED ON THE NORTHERLY LINE OF LOT 94 FIELD DATE:) 6-24-04 REVISED: SCALE: 1" - 30 FEET APPROVED BY: SJ FINAL 11-29-04 CKB M 35'09 04 RIGH L•368.10' R.600.00' CB-N17*32'51'E C.362.36' WALNUT CREST RUN 5V RIGHT-OF-WAY 3. 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. 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 5. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUTHORIZATION NUMBER LB/6393 1030 N. ORLANDO AVENUE, SUITE B VANTER PARK, FLORIDA 32801 (407) 426-7979 I HEREBY CERTIFY, THAT THIS BOUNDARY SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 61G17-6..FLORIDA AOMINISTRATIVE CODE PURSUANT T0• CHAPTER .472:027, FLORIDA FOR THE FIRM JAMES JAY JiLES PSM #4997 DATE JOB NO, ASM39708 FORMBOARO 7-7-04 2 PLOT PLAN 3129/04 S DRAWN BY: LOT FIT 01-03-03 CKB 0 5 149 bp& 4 S e:1 R h l2Lb wa nuh CctY1(u n Sa *walTL scut ®LK. moncot T FL11.1 N E ENS . 0 w Lib,. O N O O V O O O r• SECTION 1.1.3 SPLICE REVISIONS GABLE SCREEN ENCLOSURES 02/15/05 / 4 ALUMINUM BEAM S Ix COLLAR TIE O t JG MAX PmGKr HErAff JR PCR CHAIR RAIL OOF WIND BRACE SIDE ELEVATION SEE SECTION 1.2.3 SCREEN PURUNSW-t ISOMETRIC PH"' UPRIGHT HDGHT PER TABLE 20' CABLE PLACEMENT do NOTE: NUMBER. SEE SECTION 1.2.1 SPLICE (USE GRADE COLLAR TIE.) K - BRACING ( OPTIONAL ) SEE SE`T10N 12-2 FRONT ELEVATIONCHAIRRAIL TYPICAL SPLICE AND NO SPLICE GABLE ROOF APPLIES STANDARDS) r 1) IDESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2004 AS 7) NO OPEN AREA BETWEEN ALUMINUM SHALL Domm 58 S.F. AMENDED & THE FLORIDA BUILDING CODE RESIDENTIAL AS AMENDED & ASCE 7-98 FOR WIND LOAD ON THE ATTACHED TABLES. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING 2) ALL SCREEN ENCLOSURES GREATER TWW 2V q MAX HEIGHT AND CLOSING AND PANEL OPENING MAY BE LOCATED INTO ANY SCREEN OR GREATER THAN 4u4r PROJECTION FROM THE H06TSTRUCTURE REGARDLESS OF DIRECTION OF BEAM SPAN) OR WITH A BEAM SPAN 9) DISTANCE BETWEEN PURUNS SHALL NOT E) CEED 84 INCHESGREATERTHAN490, WILL REQUIRE SITE SPECIFIC SIGNED AND CENTER TO CENTBtSEALEDENGINEERINGPLANSANDSIGNEDANDSEALEDLAYOUT DRAWINGS' 10) ALL PURUNS AND CHAIR RAILS WILL BE ATTACHED WITH MIN. OF 33)STRUCTURAL. DETAIL DRAWING SHALL RELATE TO 6083-T8, 6061 T5, FOR P N INTOURUNAND R ESIDE. SEE SECTION 129 OR 606146 ALUMINUM EXTRUSK M W rH AN ACTUAL WALL THICKNESS OF NOT LESS THAN 0.040. 11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE 4) ALUMINUM SURFACES IN CONTACT wrrHi Lmm-moRTAR, CONCRETE WITH N.E.C. OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHEDALKAU-RESISTANT COATINGS SUCH AS HEAVYAODIED BITUMINOUS TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVALPAINTORWATER'- WHITE METHACRYLATE LACQUER. OF THE ENGINES L 5) ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS 13)WHEN 6061 T5 OR 6061 T6 ALUMINUM ALLOY IS USED IN AWHICHMAYBECOMEREPEATEDLYWETSHALLBEPAINTEDWITHTWOSTRUCTUREFORUPRIGHTS, BEAMS, KNEE BRACES, WIND BRACES, COATS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVKBODIED AND K-BRACES, 6063-T6 ALUMINUM ALLOY MAY BE USED FORBITUMINOUSPAINT, OR THE WOOD OR ABSORBING MATERIAL SHALL PURUNS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES. BE PAINTED WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE JOINTS SEALED WITH HIGH QUALITY CAULKING COMPOUND, 14) THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN MAX MESH OF 20/20) ROOF AND WALLS. IT HAS AN IMPORTANCE6)ALL FASTENERS WILL BE 24' C- C MAX UNLESS OTHERWISE NOTED. ;FACTOR (Iw) OF 0.77. DESIGN LOADS ARE BASED ON TABLE 2002.4SCREWSSHALLBECOATEDWEATHERSEALED. OF 2004 FLORIDA BUILDING CODE f0gt A MeAPpW4GHT UP TO SON *•. PLIES FUUNE INC. IF THE CONTRACTOR IS THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SURE 1093 MASTER FILE MANUAL OR IF WINTER PARK FL 32792 z THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 r HLAA rl E-MAIL Fts 1 .;atea,2UQ5 46 SECTION 1.2.1 1 DETAILS SCREEN ENCLOSURES REVtSm ovis/05 CABLE BRACING CAN BE USED FRONT WALL-1/8- STAINLESS STEEL CABIF IN PLACE OF K—BRACING 2 CABLE FOR EVERY 200 So Fr CABLE CORNER PLATE r' ALUM. 10 7ENSIDMNGSNOTEALLWALLSOVER15" HIGH MUST NAVE 1/2 OR W/ 8 7m EYEBDLTMOREOF7HECABLESATTHETOPOFTHEWALL. ABOVE THE TOP CKAJR RAIL MIN 2 DRIVE P117 O 2 — 11/4' x 1 4. TRAPCON TOP FASTENM 1 1/2* BELJDWSIDEWAII --j /8w STAINLESS — STEEL CABI F TOP OF CONCRM ND UP TO 2W $0. Fr. OF WALL- NO CABLE NEEDED NO FASTMG 70 PAVERS OVER 200 30. Fr: I CAKE PER EVERY 200 50. FT. wliol V A A z Ko!: - F.Irl CABLE SCHEDULE FOR SCREEN ENCLOSURE 4' NOMINAL ZSOD IS CONCRETE 2.50o PSI CONCRETE THIS PACE CAN ONLY BE USED IF THE CONTRACTOR IS AUTHORIZED TO USE THE MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL FLILINE INC. 1025 S. SEMORAN BLVD. SURE 1093 WINTER PARK FL 32792 TEL (407) 679-7500 FAX (407) 679-9188 E—MAIL APPLIES CABLE ATTAC114ED TO 2'=Ixl/S' ANGLE WITH CABLE THIMBLE N160 PRES SLEEVES 3/4'XI/4" TAPCON twcom To mrxL MMMUM OF I I/r FROM DECK MW APPLIES a RVASKM SECTION 1.2.2 I DETAILS [SCREEN ENCLOSURES 02/15/05 3'x4-x0.050' PLATE W/O TOTAL #14 TEKSONEXTERIOR1'0'4.12510- LG. BRACING GW BE USED ALE W/3 #14 T1]C5 K—BRACING CAN BE USEDNG IN PLACE OF CABLE BRACING 0 Mr7ERIOR IN PLACE OF CABLE BRACING PURLIN WALL COLUMN / POD UPRIGHT L 1 3 x4x4A80- PLATE2 ( p) K-BRACE W13 TOTAL #14 1EKS CA VIEW 31 Y x 7- x 0=0 PLATE `CA W 9 70TAL #14 TOGS Ll x2- BASE PLATE rx4xOJm. PLATE W TOTAL /14 TM EXTERIOR ELEVATION 1'x2-x0.i25 x7' LG. COI.WN / POST ANGLE w/ A 70TAL 114 TEKS INTO BRACE t POST W ' x7' . 1046700GS w i/2 01S4o-70T @PLANWJQ VIEW K-BRACING DETAIL TOP FOOT OF 2Wx 1/8' ANGLE ql 2'CFY1rarEL- 1.4 CHANNELOT NOTNOTERYx3' L WRH ALL SCREEN TYPES i 4IE= PLAN ( NOTE: SLOAD BEAF44 WALL RE7]{ AR}A ON L011Dp 0y 7 _• y' 4 2 x UPRIGHT APPLIES B. VIL /y) w may\ , NOTE. PAVERS ON DECK. 1- 1 4. F USE CMR W 4B' MAX. WLL EXTEND INM DECK 1-1/4'. 70P FOOT OF 2- xY x 1/8- ANGLE MK 3-2' SMS FOR FASTENING AT FRONTF00TOFwL2- C0 7EK SCREWS 48' CHAIR RAIL, 70 UPRIGHT SCREW BOSS x 1 TAKE. SEEABOVEm v uPR1IaiT F x Y xt w/Z 10FOR 4TAPCON2a.x1E SCREWS K TAPCON OR 7HUIIpERBpIT 1-1/ 4' N+TTO CONC. OOCK Nc3sE7E Doric CONCRETE DECK 1SQ- ISC;ffF@I FRONT ELEVATION SIDE E. ' TYPICAL DECK PLATE & POST CCU ` 10 " `-A PLIES THIS PAGE CAN ONLY BE USED FUUNE INC._ F THE CONTRACTOR IS 1025 S. SEMORAN BLVD.' AUTHORIZED TO USE THE SUITE 1093 ;. MASTER FILE MANUAL OR IF WINTER PARK FL 32792THE PAGE HASANTEL (407) 679-7500 ORIGINAL ISIGNATUREAND SEAL FAX (40) 679-9188 H , PE E-MAIL P:E SECTION 1.2.3 1 DETAILS I SCREEN ENCLOSURES 4' MAX. BEAM OVERLAP 2• CHANNELORGUSSETPLATE W/ 6 10 TEKSFORCONNECTOR SCHEDULE SEE SECTION 1.2.4 r 1'-2 is .040' STRAP AT EACH 2x2 . • UPRIGHT & MIDWAY BEi1NEEN HOLLDW • hopUPRIGHTS. W/1 f 10 TEK AT EACH END 4' MAX. HOST STRUCTURE 4' 2' SMS 0 2' O.C. `- 2-x2- ANGLE W/6 #10 TOM EACH SIDE 5' OR r SUPER GUTTER REV606 02/15/05 BEAM 2x4 3-/10 i2" - H CHAJLW/ 6 IF 1 o 4' WA UPR KNEE BRACE DETAIL STRUCTURAL GUTTER & KNEE BRACE DETAIL TYP. DIAGONAL M i C 1 APPLIES NOTE: WIND BRACING SWILL NOT BE REQUIRED WHERE BEAMS AND PURLMS ARELATEWIL.LY SUPPORTED BY CONNECTION TO HOST STRUCTURE. NOTE: WIND BRACING ATTACIoem TO BE WITH GUSSET PLATE. H CHANNEL ORRECEIVINGCHANNELNOTOENAILINGISALLOWED PLAN A C:l .. ROOF WIND BRACING PURLIN & CHAIR RAILUES TIF PAGE CAN ONLY BE USED FUUNE INC. F,: HE CONTRACTOR IS 1025 S. SEMORAN BLVD. ORIZED TO USE THESURE 1093 ER FILE MANUAL OR IF WINTER PARK FL 32792 ti THE PAGE HAS AN ORIGINAL TEL (407) 679-75W SIGNATURE AND SEAL. FAX (407) 679-9188 itd' E-MAIL SECTION 1.2.4 1 DETAILS 1 2x4 24 2x6 2x7 2x8 2x9 200 10 TEX SCREWS 154CH SIDE OF 6EAM X- NO CONNECTION ALLOWED SCREEN ENCLOSURES Ice/ lZrolm SCREW PATTERN-T CLEARANCE ON ALL 4 SIDES OF THE GUSSET PLATE OR BEAM OVERLAP. SCREWS ARE TO BE EQUALLY SPACED FROM TOP TO BOTTOM AND SIDE -TO -SIDE. SCREWS MUST BE WEATHER SEALED. NOTE: GUSSET PLATE THICKNESS WILL BE EQUAL. TO OR LARGER THAN LARGEST eEAMs 1+ ry' ,, ^+ moo 2x4 2x5 4 14 6 SIX X X 4 14 8 8 Po-]-Xl X 2x6 2x7 6 1 8 8 18 8 10 10 11211217 12 121141 X CL 2x8 8 10 12 12 14 14 14 2x9 10 12 12 14 14 16 16 2x10 10 12 14 14 14 16 18 BEAM OR UPRIGHT USED. #14 TEK SCREWS EACH SiDE OF BEAM X- NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILJTY FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PLATE CONNECTION 2.00' TWALL H H SNAP EXTRUSION f=n SELF MATING BEAM ALUMINUM PHYSICAL PROPERTIES THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR IS AUTHORIZED_TO USE THE MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL.. FULINE INC. 1025 S. SEMORAN BLVD. SUITE 1093 WINTER PARK FL 32792 TEL (407) 679-75W FAX (407) 679-9188 E-MAIL APPLIES i: ' PLIES REvom 15/05SECTION1.2.5 I DETAILS SCREEN ENCLOSURES I °¢' 1 /4 x2" LAG SCREWS ALUMINUM'•FERRULE1/4`x2' LAG SCREWS 3/4'x3/4" O 24' O.C. MAX. OO 44' ALUMINUM FERRULE 3/8 xB" LAG SCREW.TYP. 3/8'x8' LAG SCREW.TYP. 1 EACH SIDE OF BEAM 1 EACCH SIDE OF BEAM E;EAM ROOF BEAM SCREEN ROOF ,. 2'x2"xO.125' ANGLE W/ 2"x2`x0.125' ANGLE W/• 4J10 4#10 TEKS. EACH SIDE 7EKS. EACH SIDE OF BEAM s OF BEAM OPTIONAL 1"x2" SHIM FOR GUTTEROPTIONAL WITH FOR GUTTER WITH SPLINE GROOVE SPLINE GROOVE 1/4"x2" LAG SCREWS O 24" O.C. MAX_ SANG 3/4"x3/4' ALUMINUM FERRULE 3/8"x6' LAG SCREIW.TYP 1 EACH SIDE OF BEAM BEAM 2'x274.125' ANGLE IN/ 4#10 TEKS. EACH SIDE OF BEAM HAL 1'x2' URTU SPLINE GROOVEVEE BOX BEAM FLAT OR 'ANGI PU(2LIN WITH •TAPCON OR 10- 3' SCREW 24 O.C. WITH 1 TAPCON R 10- 3' SCREW THRU2"x 2' ANGLE INTO WALL ON MH SIDE OF BEAM USTING MASONRY WN1 OR STUCCO WALL WITH lAG BOLT . OR TAPCON ATTACHING TO WALL OR STUD SEE CONNECTION IN SECTION A Z6 20X2'xO.125" ANGLE O EAa SIDE OF BEAM W/ 2-2 z114' THRU- BOLTS. --- BOX BEAM FLAT OR ANGLED) EXISTING AN<'LED OROR 2x FASMIX, PLA1M6 1-1 4"x2' l/1G. \- 2"X2 xO.12V OEAC SIDE OF BEAM 24' O.C. ALONG 1 `x2' 2-2 z1 /4' THRU- E SCREEN CHANNEL SIDE OF BEAM W/ iW-pLI ES THIS PAGE CAN ONLY BE USED FIJUNE INC. F-.;•:,,.. , IF THE CONTRACTOR T5 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE ATE 1093 `.. MASTER FILE MANUAL OR IF WINTER PARK FL 32792 ; THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 y r . SIGNATURE AND SEAL FAX (407) 679-9188 E-MAIL . fmvmm SECTION 1.2.6 I DETAILS I SCREEN ENCLOSURES 02/15/05 PURLIN CONNECTION TO HOST STRUCTURE TO BE* MAXIMUM OF 16" FROM BEAM AND EACH 16" THEREAFTER BEAM SIZE VARIES 0 SEE BEAM TABLES) 0 0 O USE 2" X 2"• X . 0.125" SUPPORT ANGLE (EACH SIDE) ' • CONNECTION OF PURLIN & ANGLE TO BEAM & HOST STRUCTURE BEAM PURLIN ANGLE TO BEAM CONNECTION AND TO HOST TO BEAM STRUCTURE 2X4 3 2 2X5 3 3 3 4 2X7 3 5 3 6 2X9 4 x10 4 R SEE PURLIN SCHEDULE SECTION 1.2.3 1 SCREW PER VERWAL RICH SEE TABW . i BEAM CONNECTION 0 BEAM TO. PURUN USE 2"-J10 SMS SEE TABLE) BEAM TO PURLIN USE 2"-#10 SMS INTO WOODFRAME SEE TABLE) STRUCTURE USE 4"-# 10 SMS INTO CONCRETE ISTRUCTURE, USE 3 1/2" TAPCON PURLIN CONNECTIONS INTO.WDDDFRAME STRUCTURE USE 2"-# 10 SMS INTO CONCRETE STRUCTURE USE 1 1/2 ' TAPCON ANGLE CONN CTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTWE APPLIES THIS PAGE CAN ONLY BE USED FUUNE INC. ED 5IFTHECONTRACTORIS SUITE 1093 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE WINTER PARK FL 32792 M MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL TE~ (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 y RE '• E-MAIL REVIS1DNs SECTION 1.2.7 DETAILS SCREEN ENCLOSURES 02/15/05 SPLICE PLATE SHALL BE MN. 24 INCHES LONG, 1 NCH LESS HEOff THAN THE BEAM THE SAW MINMIUM 12—/ 10 7ETC SCREWS ON EACH SIDE OF THDOIESS AS THE SPLICE BEAM, AND LOCATED NO THE CUT EVENLY SPACED NrITH 1 INCH CLEARANCE GREATER THAN 113 THE BEAM LENGTH FROM 7HE END AT THE CUF AND ALL SIDES OF THE INTERNAL SPLICE AND LOCATED ON OPPOSITE ENDS OF THE MA70 GALA PLATE 7YP 24' MIN. T.• T,,y, T TYR 1-TVP. Ta 1TYP— 7'P 12- MIN. 1 r MN. SPLICE FOR BEAM SHALL BE ON OPPOSITE ENDS OF THE MATED BEAM. BEAM SPLICEAPPLIES FOR GUSSET CONNECTION SEE SECTION 1.2.4 ' 040- STRAP AT EACH UMGW & M UNAY BETILFEEN UPRIGHTS. MI/1 10 TEK KNEE BRACE KNEEATEACHEND. . SEE KNEE BRACE DETAILS SECTION 123 HOST SPAN STRUCTURE H SPAN DETAIL e.:aisR DOME. FLAT OR NO SPLICE GABLE A!' WES ta FlJUNE INCTHISPAGE. CAN ONLY BE USED . FE r . IF THE 1025 S. SEMORAN BLVD. _ 03 _ CONTRACTOR IS SUITE 1093 - AUTHORIZED TO USE THE MASTER FILE MANUAL OR IF WINTER PARK n- 32792 THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 p,E E—MAIL , tr. o SECTION 1.2.8 I DETAILS I SCREEN ENCLOSURES 6 — 3/4" #10 TEKS ON EACH SIDE--, 0 Opt . COLLAR TIE 4'-0" TYPICAL SPLICE GABLE COLLAR TIE INTERNAL SPLICE PLATE SAME THICKNESS AS SPLICED BEAM TYP. ON EACH SIDE OF BEAM 0 0 6 — 3/4" f 10 TEKS ON EACH SIDE APPLIES 0 ° ° o O 0 ° ° 0 ° 0 p p° 0 0 0. 12 — 3/4' # 10 TEKS ON EACH SIDE TYP. FOR - Y,9,y Q BOX BEAMS. LARGER THAN 2 x 7" USE (20) #14 x 3/4" TYPICAL SPLICE GABLE SPLICE PLA"E r THIS PAGE CAN ONLY BE USED FUUNE INC. F • IF -THE CONTRACTOR ISM1025 S. SEMORAN BLVD. s - AUTHORIZED TO USE THE 1093 r MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL WINTER PARK FL. 32792• TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 P.e E—MAIL REVISIONS SECTION 1.2.10 DETAILS SCREEN ENCLOSURES o 15io5 NOV. 4) 1' MN. CRADE NP. 1' MIN a NO FOOTER 1' • 8' LEVEL TERRAIN 8. 1 5 BAR CONT: FOOTER 2 / 5 BAR TAT! SLOPE BETWEEN CONE. 1 11 G' 70 1' N 3' ROSON FOOTER-WHERE FOOTER IS NOT CONNECTED TO DECK: FOOTER WHEN SLOPE 1' N 3' OR STEEPERUSE8'x8' CONCRETE RIBBON FOOTER N/ 115 REBAR OR WHEN DECK EXTENDS CONTINUOUS TO SUPPORT UP TO 2' X r UPRIGHT TO, OR MORE THE SUPPORT USE n 12' CONCRETE RIBBON FOOTER w/ 2 / 5 REBARS CONTINUOUS TO SUPPORT UPRIGHTS LARGER THAN Y x C 1) FOOTER OWL BENT ON ROCK. CLEW SAND. OR STRUCTURALLY SOUND SOIL (>15W PSI:) THAT SHALL BE COMPACTED 70 PROVIDE OPTWUM BEARING CAPMW TO PREVENT SETTLING. 2) CONCRETE SHALL HAVE A 25 DAY STRBaTH OF 2= PSI W/ FIBE7t MESH OR OXG-1000 w w MESH. 3) 3 - #3 BARS IS E QUMALENT TO 1 #5 BARS TYPICAL SCREEN DECK FOOTER DETAIL APPLIES SHOULD K NSTALLED AFTER COMPLETION OF ENCLOSURES ALTERNATE 1 NOTE: SEE TYPICAL SCREEN DECK FOOTER DETAIL FOR FOOTER DETAILS AND SIZING. ALTERNATE -2 RIBBON FOOTERS FOR BRICK PAVERS APPMES THIS PAGE CAN ONLY BE USED FUUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITESURE 109E A32792MASTERFILEMANUALORIFTEL40 WINTER PA 679-75RKFL THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL FAX (407 679-9158 +s. 4 E—MAIL P.E . REVISIOW SECTION 1.2.11 DETAILS SCREEN ENCLOSURES OV15/05 3'X3' ALUMINUM COLUMN 3 f 14 MX SCREWS S xr ALUMINUM COLUMN 3 #14 TEK SCREWS ON EACH 9 ON ETCH SIDE 'XZ'X1/8' ANGLE O 3' w xi/r AN%X O 3' DE 2' 2 TAPCON EACH SIDE r FEMSDOIER12• rXrXr ISOIAlED 2 TAPCON EACH SWE r FIVIER 00' ' I COREFE ISOLATED FOOTER FOR SOLID ROOF POSTS APPLIES SCREEN ENCLOSURE WITH KNEEWALL MAXIMUM UPRIGHT * SIZE - 2'X6' CENTERED ON WALL --,,,,TYPICAL DECK PLATE& POST NECTION -SECTION 1.2.2 3 BAR CONTINUOUS SET IN BOND BEAM BLOCK ALL CELLS AND #3 BAR AT 4' O.C. BOND BEAM BLOCK AND AT CHANGE FILLED WITH 2.500 IN DIRECTION PSI CONCRETE N IN 8'X8•X16' CMU CONCRETE DECK IN AREA OF KNEEWALI. r CABLE BRACING WILL • • ,;.,,;. ATTACH TO FOOTER 2 #5 BARS ,, B--- CONTINUOUS, . ;;APPLIES r THIS PAGE CAN ONLY BE USED FUUNE INC. F• .'`- .' •, .; IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 MISTER FILE MANUAL OR IF WINTER PARK FL 32792 , THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 N SIGNATURE AND SEAL FAX (407) 679-9188 ' PA BEAM SPAN AND UPRIGHT HEIGHT TABLES SECTION SPAN SCREEN ENCLOSURES 6063-T6 ALLOY160'611.3.2.120 B TABLES T5 ALLOY 6061 T6 ALLOY 120MPH EXPOSURE B ALUMINUM ALLOY : 6063-T6, W061 45, & 6061-T6 WIND ZONE: 120MPH EXPOSURE BALLROOFSTYLES SPANS FOR ROOF BEAMS FOR SCREEN ROOFIPOOL ENCLOSURES MAX. SPANS FOR WALL UPRIGHTS FOR SCREEN ROOFIPOOLUPTO160MPHWINDLOADENCLOSURES WIND SPEEDS PRESSURE to PSF ROOF BEAM PANS WALL PRIGHT HEIGNTSIpolationbetweenspansispenMaed. k*wpWaWn between spans Is pennkbd. ROOF SPAC etl UPRIGHT SP X 4 -0 KNEES X 4 - i KNEE 16'0 20'0 14'10 18'10 14'p 18'0 13'3 17'3 1" 12-3 2 X 4.0 KNEES 14'4 13' 12'6 NJ 11'11 0 10 X 4 - 2 KNEES 21'p 22Y0 22'0 2113 In 20'9 18'3 20'3 X 4 -1 KNEE 18'4 1T 1i'6 15'6 1b'11 14V 10 107 X b - O KNEES X 6 -1 KNEE 19'8 23'6 197 U7 172 21'2 164 157 15'0 2 X b - 0 KNEES 17 8 164 17'4 127 X b - 2 KNEES 2T6 26'2 2n 20'3 24'3 197 237 19V 23'9 2 X b -1 KNEE 211 2W4 19'b 18'0 174 14'7 X 6 -0 KNEES X 6 -1 KNEE 272 2116 ZO'4 19'4 187 170 6 -0 KNEES b 16'b 14'6 X 6 - 2 KNEES Z72 317 26'6 24'4 23 4 227 21'0 2 X 6 -1 KNEE ' 2441 23'b 211 ZO'6 19'b in2912W427426'2 25'0 X 7.0 KNEES 26'2 Z4'4 261 2n 0 19'1 2 x 7.0 KNEES 237 211 20V 18'b 176 167X7.1 KNEE 3W2 28 4 271 27't 2 X 7.1 KNEE 277 26'6 Z4'0X7 - 2 KNEES 7 32'4 28V 22'6 21'b Z07 X 8- 0 KNEES X 8 - KNEE 32'6 304 744 287 327 Z7'2 31'2 2510 28'10 244 X 8- 0 KNEES 287 27'6 25'4 27'10 2Z'4 21'3 2X8 - 2 KNEES 4016 W 367 35'2 * 3340 28'3 32'3 2 X 8 -1 KNEE 337 31V 29 4 2710 Z64 25'3 2 X 8 - 0 KNEEB X 9.1 KNEE 3b'9 39'9 334 374 71'6 3S6 2"1 2" 26 6 X 9 - 0 KNEES 71'0 70'2 297 267 24'0 2Z'10 X 9.2 KNEES 43'8 41'4 39'b 73'11 3711 32'i 36.1 70'6 34-6 2 X 9 -1 KNEE 36'0 34'2 737 29'8 280 2640 X 10.0 KNEES X 10.1 KNEE 44'4 AM 41% 4b'4 39'1 47'1 373 41'3 3n 3414 2 X 10 - 0 KNEES 37'6 38'1 34'0 3i4 304 X 10.2 KNEES bZ4 49'4 47'1 4S3 39'i 43'8 38'4 42'4 X 10 -1 KNEE 41'b 40'1 38'0 78'3 34'8 337 between s ns is pomduatWerpolation1: Root spans using kneel an tlgursd for knnse 6rsoss between bt NOTE hortsondaL The d merm In the knee brae Mngo of 3: Spent and hNohts using knee braces are used only for Ownr grater than 4R on the Aorttornfal will be dsducled y and nno able root 4: When using spars or helghq in boW bordered areas. atte 9"W engineering and brfout drawings a "'heA p,n NOTE Uw Ure aLNOTE2- ll spans usbg knee braces are ligurod for knee braces vertical The dHfenence M the knee bnsoe length of k 40R or greater IndbbnceOrregardless Ihan 4R on the vertk:al will be deducted from he1gM ofwhich oveticmb is 20R a rea/er. g • r THIS PAGE CAN ONLY BE USED BY A FULINE INC. : ' , '? v 1•: CONTRACTOR THAT IS APPROVED lozs s. sEMORal1 Blw- TO USE THE MASTERFILE MANUAL OR THE PAGE HAS ANL, sunE 10 ORIGINAL SIGNATURE AND SEAL vh flPARK TEL ( 4on 679-7600 FAX ( 4on 679-9186 H:'Shepa?dsott. P.E. moo 10ZPA 1aM