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HomeMy WebLinkAbout129 Pine Isle Dr (3)RECENED MAR 9 ZOOG `, % CITY OF SANFORD PERMIT APPLICATION IV Permit # : q L Date: /z -7 Lao Job Address: "1 nn r f 20 Description of Work: 11 Historic District: Zoning: Value of Work: $ Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) j Parcel #: 1 O- 2Q 3 l — 5 I) ~W oo— Q g -70 (Attach P f f O Name & Contractor Name & Address: ro0 o wnershrp & Legal Description) Phone: 5245 TOWER WAY —� p� (� ^State License Number - Phone J � Phone & Fax: p - O O"I ntact Person: IL F I i f 1( / Ph irSyl 1Phone: Bonding Company: Address: Mortgage Lender: Address: 1a u—c ui a permtr ano mat all worts will be performed to meet standards ofall 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 managemen districts, state agencies, or federal agencies. Acceptance of ert� s ,krification tha I wi n the owner of the p perty of the requi emee f F ida L' n w, FS 713. //lit/✓+�, - �a��f--�, St nature of Ow /A Date Signature o on[ractor/Agent Date dhnsQn L..T. B r h I ,Print Owner/Agent's Naffie Print Contractor/Agent's Name 010 Signature,of otary-State f F(gPt KELLY OW r / Signature of of ry-State of Florida Date aaF MY COMMISSION # DD493178 Oft���� EXPIRES: Nov. 21, 2009 Y Owner Agent is pall !, t 3 Florida NowyService.com g}�� b% KELLY MORROW Contractor/Agent is a orygl o*vn MWCOUMISS10N # DD493178 duced ID l7� Produced ID i�'CIFF.Xl1 RFS: Nov. 21,2009 (407) 388-0153 Florida Notary SeMco.com APPLICATION APPROVED BY: Bldg: Zoning: tilities: FD. (Initial &Date) (f is &Date) (Initial & Date) (Initial & Date) Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 `:,-aj C,,- Of illi 116 DAVOJOH'NSON, CFA. ASA 1 t t hl hN .4'Y 1t?? PROPERTY PINE ISLE DR APPRAISER 50WINOLE COUNTY FL, v1 + 81 91 9Q sCt 1101 E. FIRST sT 4 SANFORD. FL 3 277 1-1 468 407-665-7546 31 s a 36 37 3t :L4 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 10-20-30-511-0000-0870 1 Number of Buildings: Owner: JOHNSON NATHAN & FRANCESCA Depreciated Bldg Value: $122,616 Own/Addr: 81 HARWOOD ROSE Depreciated EXFT Value: $0 Mailing Address: WOOLTON HILL Land Value (Market): $29, 0 City,State,ZipCode: NEWBURY UK RG20 9XZ $0 Land Value $0 Property Address: 129 PINE ISLE DR SANFORD 32773 Just/Market Value: $151,616 Value: Subdivision Name: STERLING WOODS Assessed Value (SOH): $151,616 Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $151,616 Dor: 01 -SINGLE FAMILY Tax Estimator SALES Deed Date Book Page Amount Vac/Imp Qualified 2005 VALUE SUMMARY WARRANTY DEED 07/2005 05806 0929 $250,000 Improved Yes 2005 Tax Bill Amount: $1,570 SPECIAL 01/2000 037980986 $115,100 Improved Yes 2005 Taxable Value: $78,665 WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM WARRANTY DEED 10/1999 03745 0289 $315,000 Vacant No ASSESSMENTS Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 87 STERLING WOODS PB 54 PGS 93 LOT 0 0 1.000 29,000.00 $29,000 THRU 95 BUILDING INFORMATION Bid Year Base Gross Living Bid Type Fixtures Est. Cost Ext Wall Bid Value Num Bit SF SF SF New 1 SINGLE 2000 7 1,617 2,293 1,617 CB/STUCCO $122,616 $126,408 FAMILY FINISH Appendage / Sgft SCREEN PORCH FINISHED / 240 Appendage / Sgft OPEN PORCH FINISHED / 21 Appendage / Sgft GARAGE FINISHED/ 415 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed 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 JusUMarket value. http://www.scpafl.org/pls/web/re_web.seminole_county_title?parcel=10203051100000870... 2/27/2006 LP0041 11' • This Instrument Prepared By: Name E. Michael Holland Address 125 West Pine Ave. Longwood, FL 32750 Permit No. STATE OF Florida COUNTY OF SENUNOLE I loll 111110 11111111 if 1111111111111111111111111111111 it III 11111 MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 06095 RG 16211 CLERKIS # 2006013504 RECORDED 01/26/2006 08;45;6-6 AM RECORDING FEES 10.00 RECORDED BY D Thomas NOTICE OF COMMENCEMENT THE UNDERSIGNED hereby gives notice that improvement 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. Description of property: Lot 87 Sterfing VVoods , PB 54, PGS 93-95 129 Pine Isle's Dr. Sanford, Fl 32773 Parcel # 10-20-30-511-0000-0870 2. General description of improvement: Swimming Pool and Screen Enclosure 3. Owner Information a. Name and address: Nathan Johnson 81 Harwood Rose Woolton Hill Newbury UK RG20 9XZ b. Interest in property: Owner c. Name and address of fee simple titleholder (if other than owner): ontractor: (name and address) ('12) Surety N/A a. Name and address: b. Amount of bond $ 6. Lender: (name and address) N/A Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: (name and address) In addition to himself, Owner designated the following person(s) to received a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) Expiration date of notice of commencement (the expiration date is I year from the date': of recording -unless a different date is specified) 7. 8 U Holland Pools 115 W. Pine Ave Longwood, Fl, 32750 WI MED copy MARYANNE MORSE CLERK OF CIRCUIT COURT SEMI COUNti 11 RIDA By TY CLERK JAN 2 6 2006 The forgoing instrument was acknowledged before me this 'I /au / -C)(,,7,by who is personally known to me/ who produced 2 0- 56, Identification and who did not take an oath. .44, 7- C) Notary as to Owner Commission # State of FL County of My Commission expires: E)Om Vnnooe ...... Florida Notary Assn., Inc.. Owner's Name: NE Owner's Address: 81 Woc Hill � UK RG20 9XZ LIMITED POWER OF ATTORNEY Job # -W041 Date Z1241Q ta I hereby name and appoint is m i rn C, Pherso -of,,. American Aluminum & Window, Inc. to be my lawful attorney in fact to act for me and apply to �^ C��T SZ1 n ord Building Dept. for a Screen permit for work to be performed at a location described as: Section: Township: Range: Block: Lot No. Subdivision: Address: I z Pl., n e .1s I if D i Vel City: 1 Sa nfo rd State: F L Zip: 3;u-7-7\3. for the following Owner: Jo h n S an and to sign my name and do all things necessary to this appointment. Leonard J. Breehl SCC056737 Type or print name of Certified Contractor, License Number of Certified Acknowledged: Sworn to and subscribed before me this Day of A.D. 2006 (Seal) Signature, Nota Public, State of Florida !F6,KELLY MORROW �g MY COMMISSION # DD493178 ��!'p�fytl� EXPIRES, Nm.21.2009 (407) 888-0190 FWH* Notary Semce.com y SURVAT SKETCH OF BOUNDARY SURVEY COPYRIGHT. 2005 FINSTAD.LANDI AND SPATIAL SURVEYING'CDRP, I NOT FOR -FENCE •CONSTRUCTION NOTE, THE. IN TEN v OF'<;.THlS SURVEY • NOT FOR ':CONSTRUCTION IS , FOR , TITLE rRANSFER ONLY l NOT "FOR '.DESIGN THIS SURVEY.DOES 'N T_,. FLORIDA STATUTE 61G17-6.004 DETERMINE OWNERSHIP CTWO,rSITE=BENCHMARKS REQUIRED,FOR.CONSTRUCTION) FPK& D #".7669 , �. PC STREEI' ADDRESS) z •'E N 129L PINE ISL E.DR. N SFLORIDA ANFORD FL � c • , a t�, 'N o m .., C LS J" SCALE 1' = 30' J1 5264.. ; . 5• .� �� LOT 86 .01 FOP I' 0 5264 N-89'15'59'61,0 00.00 (P)N.89 15 X0526 45 BASIS OF BEAR/NG 5.1 S. RIV£ O` •• � 58.01. SINGLE -STORY N t` FDP I\ �yY" RESIDENCE171' --- — b h� NO TI) I 3 3 �o 4�� ��.. ENTRY q• p, OZ 36 9' 45.4' vJ 4.9;f: X49 FOP 1' VE DA r S 3 57 E. 99 96 CM) FOP 1 ' CUR A N ).5264 5.891$59 E, 100.00'• (P) B 5264 LEGIBLE ' r IL p Cul. vc -------------- Ra dius = 75 00 Def ta= 17'55'03 i Arc= 23.45 ' Tangent= 11.82 LEGAL, DESCRIPTION Chord= 23.36 Chord Brg. N.49 06'46'6/. L;OT. •'87, S TERL ING WOODS SUBDI VISION, ACCORDING 7Y1 ,THE MAP UR PLA 7 N 48'40'1 U'W. ., 22,32-"(M) THEREOF,AS RECORDED IN PLAT BOOK 54, PAGES 93 THRU 95, OF TIIE ` PUBLIC: RECORDS OF SEMINOL E COUNTY, FLORIDA - CERTIFIED TO o_ • is_ 3o NATHAN JOHNSON GRAPHIC SCALE z PRIME: LENDING, A P!_AINS CAPITAL CCI NOTE IF APPLICABLE, FENCES SfIOWN,MEANDER k s FLORIDA TITLE & ABSTRACT ON OR OFF LINES..CAPPROX. LOCATION -ONLY) CHICAGO . TITLE INSURANCE CO. FOUNDATION/UTI(.ITIES DISCLAIMER b: - NOTE t f_OUNDATION BENEATII THE SURFACE DF, 'THE GROUNb APPROXIMATE WATER BOUNDARIES HAS NOT BEEN LOCATED. . 11 NOTE! ALL APPROXIMATE WATER UNDERGRClUND UTILITIES; HAVE NO BEEN LOCATED .; j BOUNDARIES ARE GRAPHICAL L Y DIS T INC 1' FROM 17THER PORTIONS OF. THE BOUNDARY, r THE�:W r R BOUNDARY THAT is REFLECTED PROVIDED :BY. COUNTY , 1S A000DXIMATE'LOCA, TION ONLY AND DOES P`I,OOI):.'LONF', X' ND1�REF,I:ECT THE LEGAL LOCATION DF THE � � 3r WATER :BOUNDARY FOR THIS PARTICULAR COMMUNITY PANEL 120294 0045E =, PARCEL""•OF`LAND. . ` DATED NOTES FEMA FLOOD 'HAZARD MAPPING! THIS DATE PRODUCT .WAS NOT. DESIGNED (FLOOD ZONE "B";' C ,°D", do X =ARE NOT TO, MAKE. PRECISE IN/ OUT FLOOD RISK DETERMINATIONS, 111IS'PRODUCT IS NOT IN DESIGNATED 1`1001) HAZARD ZONE AREA.) SUITABLE FOR ENGINEERING APPLICATIONS AND, CANNOT BE USED TO DETERMINE ABSOLUTE ,DELINEATIONS OF FLOOD BOUNDARIES. CALL '• 1-877-FEA(A. AIAP OR'. EMAIL n1wt.-, PRUPERTY OWNER'S'fIOU! n OBTAIN ; A MAP SPECIALIST AT WWW.FEMA.ORGlAfIT/TSDlFQ-MAP17fITM I WRITTEN FLOIII) ZI7NE DETERMINATION, , CERTIFICATION FRIIM OUR LOCAL PERMIUNG, PLANNING, AND BUILDING) DEPARTMENT PRIOR., T0, ANY " I' CERTIFY THAT THIS SURVEY WAS MADE UNDER MY DIRECTION AND A'HAT IT MEETS CLINS7RUCTIIIN PLANNING AND/OR.CONS TRUCTION. THE'':MINIMUM TECHNICAL STANDARDS SET FORTH BY THE .BOAIjD OF'PROFESSIONAL LAND .SURVEYORS- AND MAPPERS IN CHAPTER 61017-6, FLORIDA ADMINISTRATIVE P101 F, CODE: PURSUANT TO SECTION 472.027, FLORIDA STATUTES. IN r..ur+Pl_tANCE WITH F".A.r, FIELD 61617-6.0031. (5) .(E) (IF•- LOCATION ❑F r'p SURVEY DATE 6 29 (1.5 EASEMENT -S hR RIGHT OF-WAYrOF=�RECORb, t I _1 _�-- ❑THERJHAN THOSE ON'RECORD R AT, IS I e °t, I (" / 7 7 05 REOUIRED, . THIS ; INFORMATION, MUS;T4'"BE QY .-____.51GNATLIRE DATE . _ �_ FURNISHED IO THE SURVEYOR ANbaMAPPR,Q MARY E.,,;FINSTAD. PSM /5901 CLINTON W. FINSTAD, PIS. x/2453 LELAND I'. DySARD, PIS :3f.351) GEORGE R ; RICHMOND, PIS #2406 KENNE'T'H P. TAYLOR,PSM:`.5532 NOT A _CERTIFICATION; OF TITLE, ZONING, EASEMENTS, OR FREEDOM OF'ENCl.1Ml3RANCES. NOT VALID,.WITHOUT SURVEYOR'S SIGNATURE. AND EMBOSSED SEAL SURVEY IS VALID FOR 90 DAYS. PLEASE REFER TO: REVERSE, SIDE, FOW3GENERAL NOTES & ABBREVIATIONS. , ( ' ,' 215:CELE13RAIION, PLACE #50(:) REVISIONS " ` FIN.S.TAD• .LAND Sc SPATIAL KISSIMMEE; T LURIDA 34747 SU RVEYING CORP 321-559 ' 1064 FAX 321...-.559-...1065 PROFESSIONAL LAND SIJRVEYr7RS 8r MAI ERS -1-11 6917 g316` NI.W:'RIVI_(1 Illl l'.;'.I'i<WY PROJECT N0. VAI.RICO; (L.11l�ll)A 53.`.199 sly I F ILL ; E IT , .. A ONO eng ;fi m 1025 Som Sem& 6i"Ovard Winter Park . R 32782 14071 V84500 fax 1U71078-8188 Aluminum EnpineeiinLo, Index Sheet This index sheet specifies the master -file pages that can apply for the appropriate type of structure. 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. 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 tables cannot be used in conlunctton with our engineering designs. CONTRACTOR: _ lEt P, (ONCE: Company Name: American Aluminum and Window, Inc. Owner Name: Address: 5245 Tower Way Address: (Dj V\ e, L1= 0 e Sanford, FL 32773 5,rqQ,n k X77.3 Phone number: 407-688-0609 Legal Description: -2 54eelill Member ID Number: Dome Screen enclosure Mansud - Screen enclosure Splia`gable & No; splice gable Screen.etndosue. F7ac Screen enclosure Conte roof_v,th ° Screen enclosure Pan roof w,d . Screen enclosure 1.1 1.1.2 1.1.3 1.1.4 221 3.21 .21 1.21 1.21 1.21 222 3.22 1.22 1.22 1.22 1.22 223 3.23 1.23 1.23 1.23 1.23 1.210 1 1.210 4 1.24 1.24 1.24 1.211 1.211 25 1.25 1.25 1.25 _LZ6 1.26 1.26 1.26 27 1.27 1.27 1.27 1.210 1.29 128 1.210 1.211 1.210 1.210 1.211 1 B:cables. - h/1.3.2100B 1.211 -:,.: 1 watt '_Yablts._: h 1.3.2100B 1.211 .: 1 h/1.3.2100B 1 8 ae h/1.3.2100B :. B cables 23.1 s lh1ea -2 3.3.1 11 h/1,3.2110B 11 h/1.3.2110B Ilornph/ 1.3.2 i h/l.3.2120B 1 h/1.3.2120B 1 h/1.3.212013 1 h/1.3.2120B 13M771 -3.2-130B 1 h/1.3.2130B 1 h/1.3.2130B 1 h/1.3.2130B t h/1.3.2140B 1 h/1.3.2140B 1 h/1.3.2140B 1 h/1.3.2140B 1 Exposure .C.0 i h/1.3.215013 -um h/1.3.21000 1 i h/1.3.2150B h 1.3.21000 1 h/1.3.2150B I/1.3.2.10D0 1 .. 1 h/1.3.2150B G.tsbl4s -.._:;.C.u4.�.A"Pr h/1.3.2100C ;_....ti 23.1 �i 3.3.1 s. < ll h/13:2110C 11 1.3.2110C ll h/l.3.211OC I 11 h/1.3:2110C 1 h/1.3.212DC1 /13.21200 1 h/1.3.21200 1 h/1.3.2120C 1 1 h/1.3.2130C h/1.3.2140C 1 1 h/1.3.2130C h/t.3.2140C 1 h 1.3.21300 1 h/1.3.2140C 1 1 h/1.3.2130C h/1.3.2140C f /� 1 h/1.3.2150C 1 h/1.3.2.150C 1 h/1.3.2150C :1 h/1.3.21500 w',4'• •.'". DF1V 1.5 2005 Gordol 2 SECTION 1.1.1 K— BRACING (OPTIONAL) - SEE SECTION 1.2.2 CHAIR 1' x 2' BASE DOME ISOMETRIC SCREEN ENCLOSURES >ER WALL WHERE :OUIRED, NS (TYP,) �6 4 ROOF WIND BRACING SEE SECTION 12.3 BRACING, UPRIGHT HEIGHT l PER TABLE 20'I :REVISIONS 02/1$/05 OCT 10 2005 cv I W UPRIGHT H HEIGHT " r- 00 PER TAB MIX SIDE ELEVATION K — BRACING ( OPTIONAL )J SEE SEcnON 1.2.2 FRONT ELEVATION CHAIR RAIL TYPICAL DOME ROOF FOR CABLE CONNECTION PLACEMENT & NUMBER SEE SECTION 1.2-1 ' x 2' BASE PLATE PLI (STANDARDS) 1);DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2004 AS NO OPEN AREA BETWEEN ALUMINUM SHALL E)OCEED 56 S F. . AMENDED 8 THE FLORIDA BUILDING CODE RESIDENTIAL AS AMENDEDB ASCE 7-98 FOR WIND LOAD ON THE ATTACHED TABLES. 8) ALL SCREEN ENCLOSURE DOORS SHALL. BE SELF LATCHING . AND CLOSINGAND MAY BE LOCATED INTO ANY SCREEN 2) ALL SCREEN ENCLOSURESGREATER THAN W -W MAX. HEIGHT PANEL OPENING. OR GREATER THAN 40'-0• PROJECTION FROM THE HOST STRUCTURE (REGARDLESS OF DIRECTION OF BEAM SPAM OR WRH A BEAM SPAN BETWEEN PURIJNS SHALL NOT EXCEED 84 g) DISTANCE BETWEECENTEi GREATER THAN 40 -0', WILL REQUIRE SITE SPECIFIC SIGNED AND CENTER TO SEALED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT MIN - 10) ALL PURLINS AND CHAIR RAILS WILL BE ATTACHED WITH MIN DRAWINGS. OF 3 SCREWS INTO SCREW BOSS EACH SIDE. SEE SECTION 3)STRUCTURAL DETAIL DRAWING SHALL RELATE TO 6083-T8, 6061 T5, FOR PURUN AND CHAIR RAIL SCHEDULE OR 8061 T8 ALUMINUM EXTRUSIONS VNTH AN ACTUAL WALL 11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE THICKNESS OF NOT LESS THAN 0.040. WITH N.E.C. 4) ALUMINUM SURFACES IN CONTACT WITH LIME -MORTAR, CONCRETE OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHE TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRfiTEN APPROVAL ALKALI -RESISTANT COATINGS SUCH AS HEAVY430DIED BITUMINOUS OF THE ENGINEER PAINT OR WATER - WHITE METHACRYLATE LACQUER. 5) ALUMINUM IN CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS 13)WHEN 8061 T5 OR 6001-T6 ALUMINUM ALLOY IS USED IN A STRUCTURE FOR UPRIGHTS, BEAMS, KNEE BRACES, WIND BRACES, . WHICH MAY BECOME REPEATEDLY WET SHALL BE PAINTED WTM TWO AND K BRACES, 8083 T6 ALUMINUM ALLOY MAY BE USED FOR COATS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAW$ODIED' PURLINS, CHAIR RAILS, TOP PLATES, AND BOTTOM PLATES ', BITUMINOUS PAINT, OR THE WOOD OR ABSORBMG MATERIAL SHALL BE PAINTED WITH TWO COATS OF ALUMINUM HOUSE PAINT AND THE 14) THIS IS AN OPEN ALUMINUM FRAMED STRUCTURE WITH SCREEN JOINTS SEALED WITH HIGH QUALITY CAULKING COMPOUND. (MAX MESH OF 20/20)"ROOF AND WALLS. IT HAS AN IMPORTANCE FACTOR (Iw) OF 0.77. DESIGN LOADS ARE BASED ON TABLE.2002.4 ALL FASTENERS WILL BE 24' C- C MAX UNLESS OTHERWISE NOTED. OF 2004 FLORIDA BUILDING CODE FOR A MEAN HEIGHT U 0 30 FT SCREWS SHALL BE COATED WEATHER SEALED. 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 FLILINE INC. 1025 S. SEMORAN BLVD. SUITE 1093 WINTER PARK FL 32792 TEL (407) 679-7500 FAX (407) 679-9188 E-MAIL ` BEAM SPAN AND UPRIGHT HEIGHT TABLES 3 ( } SECTION SPAN SCREEN ENCLOSURES 6063J6 ALLOY. 1.3.2.120 B I TABLES 1 16061 J5 'ALLOY 6061-T6 ALLOY 120MP4EXPOSURE B ALUMINUM ALLOY: 6063 -T6,6061 -T5, & 6061-T6 WIND ZONE:.,120MPH EXPOSURE'S ALL ROOF STYLES MAX. SPANS FOR ROOF BEAMS FOR SCREEN ROOF/POOL ENCLOSURES MAX. SPANS FOR WALL UPRIGHTS FOR SCREEN ROOF/POOL UP TO 150 MPH WIND LOAD ENCLOSURES LL WIND SPEEDS PRESSURE 10 PSF ROOF BEAM SPANS WALL UPRIGHT HEIGHTS Interpolation between spans Is permitted. Interpolation between spans Is permitted. X 4 -1 KNEE X4-2KNEES LAD ' L n1� G W 2 X6.-0 KNEES 2 X 6 1 KNEE 2X6-2 KNEES 2 X 7 - 0. KNEES .UU 14'0 10 IU 22'10 low 22'0 l(J 10.7 '9 IOJ 20'3 Y-1 n17GG.�- 2 X 8- 0 KNEES 3216 30'4 '•-:287' 27'2 2540 24'3 2 X 8- 0 KNEES 297 27'6 25'4 2340 ' "22:4' "s,21'3 2 X 8 -1 KNEE 36'6 34'4 327 31'2 2910 19'6 18'2 1T2 3, j20 15'7 `i�'0 X 5 -0 KNEES 2_3_6 _21'2 3 197 19'0 X 5 -1 KNEE 27'6 26.2 26'23 2X9-11 KNEE 39'9 374 35'5 33'11 32'1 237 23'0 26'10 23'2 21'6 x;20'4 19'4 18'2 17'0, 2 X 6 - O KNEES 272 25'6 : `24'4 234 22'2 21'0 2 X 6 -1 KNEE 31'2 296 28'4 2T4 26'2 2510' NOTE 1: Roof spans using knee braces are figured for knee braces A NOTE 3: Spans and heights using knee braces are used only"for of Oft on the horizontal. The difference in the knee brace length of dome, flat, and nos lice gable root styles. 2R'2 2d'4 -/22'11 21`9 20'0 .19'112X7.0 KNEES 237 1 21'6 1 20'0 1',18'5 2 X 7 -1 KNEE 30'2 28'4 26'9 26'9 24'0 231 2 X 7 -1 KNEE 277 25'6 24'0 22'5 "'21'6:, 2 X 7 - 2' KNEES 34'2 374 30'9 29'9 28'0 271 2 X 8- 0 KNEES 3216 30'4 '•-:287' 27'2 2540 24'3 2 X 8- 0 KNEES 297 27'6 25'4 2340 ' "22:4' "s,21'3 2 X 8 -1 KNEE 36'6 34'4 327 31'2 2910 28'3 2 X 9 -1 KNEE 337 31'6 29'4 27'10 26'4` ''26'3 2 X 8 - 2 KNEES 40'6 38'4 367 35'2 33'10 32'3 2 X 9 - 0 KNEES 35'9 33'4 311 28'11 28'1 26'6 2 X 9 - 0 KNEES 31'0 1 30'2 297 25'8 24'0 ' 22'10 2X9-11 KNEE 39'9 374 35'5 33'11 32'1 30'6 2 X 9 -1 KNEE 35'0 34'2 337 29'8 2810 26'10 2 X 9 - 2 KNEES 439 41'4 39'6 3T71 36'1 34'6 2 X 10.0 KNEES 44'4 41'4 39'1 37'3 35'8 344 2 X 10 - 0 KNEES 376 36'1 34'0' 32'3. . 30'8 ' 29'7 2 X 10.1 KNEE 48'4 45'4 43'1 41'3 39'8 38'4 X 10 -1 KNEE 41'6 40'1 38'0 . 36'3' 34'8 :" 337 2 X 10 - 2 KNEES 52'4 49'4 471 453 43'8 42'4 ^ Interpolation between spans Is permitted. Interpolation between spans is Itty_ NOTE 1: Roof spans using knee braces are figured for knee braces A NOTE 3: Spans and heights using knee braces are used only"for of Oft on the horizontal. The difference in the knee brace length of dome, flat, and nos lice gable root styles. less than or greater than 4ft on the horizontal will be deducted from NOTE 4: When using spans or,heights In bold bordered areas - site " or addedYo fhe the span. specific sealed engineering and layout drawings are required when NOTE 2- Wall spans using knee braces are figured for knee braces enclosure is 40ft or greater in distance from host structure of Oft on the vertical. The difference in the knee brace length of (regardless of which direction beams span) and/or upright less than or greater than Oft on the vertical will be deducted from height Is 20ft or greater. or added to the span. " FLILINE INC. ! ` THIS PAGE CAN ONLY BE USED BY A 1025 S. SEMORAN BLVD. : 7 ,•' a.�,`F ` it ',-,- �- CONTRACTOR THAT IS APPROVED TO USE THE SUITE 1093 MASTERFILE MANUAL OR THE PAGE HAS AN WINTER PARK FL 32792 ORIGINAL SIGNATURE AND SEAL. TEL (407) 679.7500 1 • FAX (407) 679-9188 'G SECTION 1.2.1 I DETAILS SCREEN ENCLOSURES FRONT WALL --118" STAINLESS STEEL CABLE 2 CABLE FOR EVERY 200 SQ. FT. CABLE CORNER PLATE 1/8" ALUI NOTE ALL WALLS OVER 15- HIGH MUST HAVE 1/2 OR W/ 8 1 10 TEK MORE OF THE CABLES AT THE TOP OF THE WALL ABOVE THE TOP CHAIR RAIL SIDE WALL --1,/8" STAINLESS STEEL CABLE UP TO 200 SQ. FT. OF WALL NO CABLE NEEDED OVER 200 SO. FT.: 1 CABLE PER EVERY 200 SQ. FT. REVISIONS 02/15/05 OCT 1 0 2005: - CABLE BRACING CAN BE USED ,IN PLACE OF +K -BRACING TENSIONINGS EYEBOLT MIN 2 DRIVE PINS OR 2 - 11/4" x 1/4" TAPCON TOP FASTENER 1 1/2- BELOW TOP OF CONCRETE, NO CONC. DECS NO FASTENING TO PAVERS LE SET NOTE ALL WALLS OVER 15" HIGH MUST HAVE 1/2 OR 2ND QST CABLE SET MORE OF THE CABLES AT THE TOP OF THE WALL ABOVETHE TOP CHAIR RAIL TOP CHAIR RAIL WHS�X. 3RD CABLE SET PANEL EXCEED 56 HOMEOWNER MAINTENANCE 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 COMPANY. CABLE SCHEDULE FOR SCREEN ENCLOSURE 4" NOMINAL 2500 PSI CONCRETE CABLE ATTACHED TO 2"X2-X1/B" ANGLE WITH CABLE THIMBLE NICO PRES SLEEVES /8" ANGLE /4- TAPCON TAPCON TO INSTALL MINIMUM OF 1 1/2" FROM DECK EDGE CABLE BRACE MOUNTED ON TOP OF CONCRETE DECK FUUNE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE WINTER PARK FL 32792 ` MASTER FILE MANUAL OR IF ITEL (407) 679-7500 �,. THE PAGE HAS AN ORIGINAL FAX (407) 679-9188 SIGNATURE AND SEAL E-MAIL 1,,AF&LIES OCa 0 ZOO-. �:. J 7 A''. t _ o"10 ISECTION 1.2.2 DETAILS I SCREEN ENCLOSURES 3"x4"x0.050" PLATE W/6 TOTAL #14 TEKS ON EXTERIOR BRACING CAN BE USED IN PLACE OF CABLE BRACING ROOF PURUN /- WALL - UPRIGHT 1 " 2'x2' K—BRACE ice) 1"x3"x0:125'x3" LG. ANGLE W/3 #14 TEKS ON INTERIOR ---� COLUMN / POST 31/2" x 7" x 0.050 PLATE W/ 9 TOTAL J14 TEKS oz�ts7os OCT 1 0 -805 K—BRACING CAN BE USED IN PLACE OF SABLE BRACING L3'x4"x0.050" PLATE. W/5 TOTAL 114 TEKS @PLAN VIEW A (KT.s.) 1'x2'x0.125"x7" I.G. COLUMN / POST ANGLE W/ A TOTAL # 14 TEKS . INTO BRACE do POST fi L1 "x2' BASE PLATE 3'x4'xO.050' PLATE 3f1TOTAL #14 TEKS PLATE W/6 TOTAL 14 TEKS ON EXTERIO 3 1 /2'x7"xO.050" PLATE © P LAN VIEW EXTERIOR ELEVATION W/9 TOTAL #14 TEKS (,Ts) ►ITS.) _ K -BRACING DETAIL r TOP FOOT OF 2'X2'x 1/8' ANGLE l o �o 1'x2" CHANNEL NOTE: 1'x2* CHANNEL FRONT FOOT NOT USIED yyD}i ALL REQR. FOR 2'x3' SCREEN TYPES UPRIGHT UPRIGHT NOTE: NOTE: PLAN VIEW 2X2 ANGLE ONLY ON QLTIL) LOAD BEARING WALL 2- X 2- X 1/8' ANGLE IS ONLY REQUIRED ON LOAD BEARING WALLS 2'x UPRIGHT NOTE: 7APCON MUST GO INTO CONC. CHAIR RAIL A MIMMUM OF 1-1/4'• IF USE. PAVERS ON DECK, FASTENER TOP FOOT OF WILL EXTEND INTO DECK 1-1/4% 2'x2" x 1 /8' ANGLE FRONT FOOT OF W/ 2-#10 TEK SCREWS 48' . . INTO UPRIGHT 2'x2" x 1/8" ANGLE I FRONT FOOT OF SEE ABOVE TABLE / INTO•DEAA CO 2.2'.1/5 -AN FOR FASTENERS —� DECK �j CONCRETE NOTE: CHAIR RAIL 48" MAX. FROM DECK MIN- 3-2' SMS FOR FASTENING AT CHAIR RAIL. TO UPRIGHT SCREW BO -2' x 2" xi/8" ANGLE W/2 Ill: 10 TEK SCREWS INTO WALL . TAPCON OR THUNDERBOLT 1-1/4' INTO CONC. DECK -1'x2" SCREEN CHANNEL. FRONT ELEVATION TYPICAL DECK PLATE SIDE & POST ELEVATION. CONNECT,�Oi ';,'< < - PPu ` THIS PAGE CAN ONLY BE USED FLIUNE INC., 1025 S. SEMORAN �s�;J '• '•, BLVD. ©j;' "' '• �O =, >' IF THE CONTRACTOR IS SUITE 1093 ITEL • �, ,r •� AUTHORIZED TO USE THE WINTER PARK FL 32792 - �'• MASTER FILE MANUAL OR IF (407) 679-7500 THE PAGE HAS AN ORIGINAL FAX (407) 679-9188 ' C" SIGNATURE AND SEAL E—MAIL 1 ` rV• r REVISIONS 02/15/05 SECTION 1.2.3 DETAILS SCREEN ENCLOSURES OCT 1 0 2005 BEAM OVERLAP OR GUSSET PLATE FOR CONNECTOR SCHEDULE SEE SECTION 1.2.4 .I ..I 1'-2"x .040` STRAP AT EACH UPRIGHT do MIDWAY BETWEEN UPRIGHTS, W/1 1 10 TEK AT EACH END 4' MAX. 722 -CHANNEL W/ 16 1 10 TEKS ROOF BEAM 2x4 5,6.7.8. 110-1 pi • • L 1\1,', 3—j 10 4 12" — H CHANNEL W/ 6 # 10 TEKS 4' MAX. 4' MAX. HOST I I UPRIGHT STRUCTURE 2"x2" ANGLE ANGLE KNEE BRACE DETAIL 2 SMS O 2 O.C. W/6 110 TEKS EACH SIDE 5" OR 7" SUPER GUTTER STRUCTURAL GUTTER & KNEE BRACE DETAIL HOUSE ROOF WIND BRACE, PURUN do CHAIR RAIL SIZING BEAM PURLIN WIND BRACE WALL UPRIGHT CHAIR RAIL OR � 2x2 2x2 OR 2x2 2 2x8 20 2x9 2x3 2x3 2)19 2x3 2x10 2x4 2x4 2x10 2x4 I t PLIES1' TYP. CORNER/ BRACE NOTE: WIND BRACING SHALL NOT BE REQUIRED WHERE BEAMS AND PURLINS ARE LATERALLY SUPPORTED BY CONNECTION TO HOST STRUCTURE. NOTE: WIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE, H CHANNEL OR RECEMNG CHANNEL NO TOE NAILING IS ALLOWED PLAN VIEW r (N.T.SJ ROOF WIND BRACING, PURLIN & CHAIR RAIL DETAIL PPLI ' E THIS PAGE CAN ONLY BE USED FUUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. G..•• a•� 1i IC q•r -G AUTHORIZED TO USE THE SUITE 1093 • �, �` •.. WINTER PARK FL 32792 MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINALTEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 E-MAIL S^ ROOF �IOtir.'- r.. r SECTION 1.2.4 DETAILS SCREEN ENCLOSURES REVISIONS 02/15/05 CT 1 0 2005 BEAMS 4 4 16 1 8 X X. X §% ryt+" NOTE: 4 ^+°c ti� fit°' �+ SCREW PATTERN -1" 2x6 6 CLEARANCE ON ALL 4 SIDES e2z4: JB ! 10 1 14 X X X 8 OF THE GUSSET PLATE OR a 2x8 8 BEAM OVERLAP. 2x5 1 d 1'014 16 161 X X 2.375 SCREWS ARE TO BE EQUALLY 2x6 1 C 14 1611.6 18 18 X 10 SPACED FROM TOP TO BOTTOM 0.082 0.306 10 12 1414116 18 AND SIDE—TO-SIDE. SCREWS 2x7 14 16 16118 18 20 X 8.531 MUST BE WEATHER SEALED. D 2x8 16 16 18 18 20 22 22 2x9 16 18 1s 20 22122 24 NOTE: 200 18 16 20 22 Z2124 24 GUSSET PLATE THICKNESS WILL BE EQUAL TO OR LARGER THAN REVISIONS 02/15/05 CT 1 0 2005 J10 TEK SCREWS EACH SIDE 'OF BEAM LARGEST BEAM OR UPRIGHT USED. 114 TEK SCREWS EACH SIDE OF BEAM X- NO CONNECTION ALLOWED X- NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DET'ECT'ED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM 2x4 4 4 16 1 8 X X. X 2xH 2x4 2x5 4 4 81 g 10 X X 2x6 6 8 g 10 12 12 X 5 F 20 8 8 10 12 12 14 X a 2x8 8 10 12 12 14 14 14 0.055 0.220 2.375 2x8 0.072 2x9 10 12 12H1414 16 162x10 0.082 0.306 10 12 1414116 18 J10 TEK SCREWS EACH SIDE 'OF BEAM LARGEST BEAM OR UPRIGHT USED. 114 TEK SCREWS EACH SIDE OF BEAM X- NO CONNECTION ALLOWED X- NO CONNECTION ALLOWED HOMEOWNER MAINTENANCE RESPONSIBILITY: FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETERIORATION. IF DETERIORATION IS DET'ECT'ED CONTACT A QUALIFIED SERVICE COMPANY. BEAM OVERLAP OR GUSSET PLATE CONNECTION ALUMINUM PHYSICAL PROPERTIES 2xH 2x4 TWALL TWEB SECTION MODULUS 2x50:050 0.116 1380 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 5.910 200 0.092 0.389 8.531 2.00- —TWALL 7 H H I TwEB SNAP EXTRUSION 1 TWALL SELF MATING HOLLOW BEAM TABLE BEAM ALUMINUM PHYSICAL PROPERTIES FULINE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE WINTER PARK FL 32792 MASTER FILE MANUAL OR IF TEL (407) 679-7500 THE PAGE HAS AN ORIGINAL FAX (407) 679-9188 SIGNATURE AND SEAL E—MAIL P LI REVISIONS 02/15/05 SECTION 1.2.5 DETAILS SCREEN ENCLOSURES OCT 1 Q 2005, W4 "x?" LAG SCREWS 34`x3/4' 24' O.C. MAX.ALUMINUM FERRULE 3/8"x8" LAG SCREW,TYP. 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 2"x2"4.125' ANGLE W/ 4110 9-TEKS. EACH SIDE OF BEAM ANGIE� 1 SHIM —OPTIONAL 1 "x2" FOR GUTTER WITH SPLINE GROOVE 1 /4"x2" LAG SCREWS E ANGLE SHIM 3/4"x3/4" ALUMINUM FERRULE 3/8'xB' LAG SCREW,TYP. 1 EACH SIDE OF BEAM SCREEN ROOF BEAM 2"x2'xO.125' ANGLE W/ 4#10 TEKS. EACH SIDE OF BEAM >NAL.1"x2" GUTTER WITH SPLINE GROOVE 1/4-x2- LAG SCREWS 3/4"x3/4' O 24' O.C. MAX. ALUMINUM FERRULE 3/8"x8� LAG SCREW,TYP. FUUNE INC. 1' EACH . SIDE OF BEAM N CREEN ROOF. THIS PAGE CAN ONLY BE USED BEAM r� A 2"x2"x0.125" ANGLE W/ ' • 4#10 TEKS. EACH SIDE ANGLE OF BEAM SPACER SHIM OPTIONAL 1'x2" V FOR GUTTER WITH SPLINE GROOVE BOX BEAM (FLAT OR ANGLED) PURUN WITH TAPCON OR10— 3' SCREW PC 24' O.C. WITH 1 TAON IOR 110— 3" SCREW THRU 2"x 2" ANGLE INTO WALL ON EACH SIDE OF BEAM EXISTING MASONRY WALL OR STUCCO WALL WITH LAG BOLT OR TAPCON ATTACHING TO WALL OR STUD SEE CONNECTION IN SECTION 1.2.6 2"X2'xO.125" ANGLE 0 EACH SIDE OF BEAM W/ 2-2"x 1 /4" THRU— BOLTS. BOX BEAM (FLAT OR ANGLED) EXISTING ANGLED OR PLUMB lx OR 2x FASCIA—\ 1-1 4"x2" LAG. EACH SIDE OF BEAM 24' O.C. ALONG 1'x2" SCREEN CHANNEL— X-- 2'X2"x0.125" 0 EAG' 2-2"x1/4' THM—BOLTS SIDE OF BEAN W/ FUUNE INC. OCT' THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. r� A '•, •� :. IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE WINTER PARK FL 32792 V 3 ' MASTER FILE MANUAL OR IF TEL (407) 679-7500 THE PAGE HAS AN ORIGINAL FAX (407) 679-9188 N n' SIGNATURE AND SEAL E—MAIL RL,_ SECTION 1.2.6 'DETAILS SCREEN ENCLOSURES PURLIN CONNECTION TO HOST STRUCTURE TO BE MAXIMUM OF 16" FROM BEAM AND EACH 16" THEREAFTER BEAM SIZE VARIES p (SEE BEAM TABLES) 0 I 1. Lo, REVISIONS 02/15/05 OCT 1 0 2005 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 8 SEE PURLIN SCHEDULE — SECTION 1.2.3 BEAM TO PURLIN USE 2"—#10 SMS INTO WOODFRAME (SEE TABLE) STRUCTURE USE 4"—#10 SMS V SCREWSTRUCTURE, USE TICAL PER INTO CONCRETE INCH(SEE nl (SEE TneLE) , 3 1/2" TAPCON . MN PURLIN CONNECTIONS USE 2" X 2" X 0.125" SUPPORT ANGLE (EACH SIDE) BEAM CONNECTION BEAM TO PURLIN USE 2"—#10 SMS (SEE TABLE) INTO WOODFRAME STRUCTURE USE O 2"—#10 SMS O INTO CONCRETE STRUCTURE USE 1 1/2- TAPCON ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTURE A '.LIES FULINE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS SUITE 1093 7. '•Q` AUTHORIZED TO USE THE WINTER PARK FL 32792 MASTER FILE MANUAL OR IF TEL (407) 679-7500 .. t THE PAGE HAS AN ORIGINAL FAX (407) 679-9188 a If SIGNATURE AND SEAL E—MAIL - 10 .. • r �,ci.r • REVISIONS 02/15/05 SECTION 1.2.7 DETAILS SCREEN ENCLOSURES CT 1 0 2005 SPLICE PLATE SHALL BE MIN. 24 INCHES LONG, MINIMUM 12-1 10 TEK SCREWS ON EACH SIDE OF 1 INCH LESS HEIGHT THAN THE BEAM THE SAME THE CUT EVENLY SPACED WITH 1 INCH CLEARANCE THICKNESS AS THE SPLICE BEAM. AND LOCATED NO AT THE CUT AND ALL SIDES OF THE INTERNAL SPLICE GREATER THAN 1/3 THE BEAM LENGTH FROM THE END PLATE AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAM TYP 24' MIN. I 1 T' 1 i:!- 1 P. TYP. TYP. TYP I� 12' MIN. 12' MIN. SPLICE FOR BEAM SHALL BE ON OPPOSITE ENDS OF THE MATED BEAM. FOR GUSSET CONNECTION SEE 1'-2'x .040' STRAP AT EACH UPRIGHT & MIDWAY BETWEEN UPRIGHTS. W/1 1 10 TEK AT EACH END HOST STRUCTURE r , 1.2.4 KNEE BRACE BEAM SPLICE KNEE BRACE SEE KNEE BRACE DETAILS SECTION 1.2.3 SPAN DETAIL DOME, FLAT OR NO SPLICE CABLE FLILINE INC. THIS PAGE CAN ONLY BE USED 1025 S. SEMORAN BLVD. IF THE CONTRACTOR IS SUITE 1093 AUTHORIZED TO USE THE WINTER PARK FL 32792 MASTER FILE MANUAL OR IF TEL (407) 679-7500 THE PAGE HAS AN ORIGINAL FAX (407) 679-9188 SIGNATURE AND SEAL E-MAIL ES SECTION 1.2.10 DETAILS SCREEN ENCLOSURES (NOIR. 4' 1MIN. GRADE TYP. NO FOOTER LEVEL TERRAIN 1/5BAR REVISIONS 02/15/05 OCT 1. 0 2005 ❑ CONT.W/ SLOPE ERIN ° 2CONT5 BAR 12-I V IN. 6' TO V IN 3' I I RIBBON FOOTER -WHERE FOOTER IS NOT CONNECTED TO DECK: El FOOTER WHEN SLAPS 1' IN 3' OR 'STEEPER 1:1USE 8`x8' CONCRETE RIBBON FOOTER W/ 1#5 REBAR OR WHEN DECK EXTENDS CONTINUOUS TO SUPPORT UP TO 2` X C UPRIGHT 33' OR MORE PERPENDICULAR TO THE SUPPORTING STRUCTURE ❑ USE 8-x 12' CONCRETE RIBBON FOOTER W/ 2 5 REBARS CONTINUOUS ❑ TO SUPPORT UPRIGHTS LARGER THAN 2` z 6' 1) FOOTER SHALL BEAR ON ROCK CLEAN SAND. OR STRUCTURALLY SOUND SOIL (>1500 PSI:) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY TO PREVENT SETTLING. 2) CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2.500 PSI W/ FIBER MESH OR 6x6 -10x10 W W MESH. 3) 3 - ¢3 BARS IS EQUIMENT TO 1 BARS. TYPICAL SCREEN DECK FOOTER DETAILvy AP LIES A SHOULD BE INSTALLED AFTER MON OF SCREEN ENCLOSURES YPICAL SCREEN DECK FOOTER DETAIL =00TER DETAILS AND SIZING. ALTERNATE 2 RIBBON FOOTERS FOR BRICK PAVERS THIS PAGE CAN ONLY BE USED 1INC. 025 S. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 WINTER PARK FL 32792 MASTER FILE MANUAL OR IF THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 E-MAIL f Jr it l(P��lcGl7?9 re-. Ln in 7z K OFFICE I