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HomeMy WebLinkAbout201 Porchester Dr (3)rr�� CITY OF SANFORD PERMIT APPLICATIONJ0 RECEIVED Permit#: V t�17�� I /�� O �--� Job Address: � ��� (' � cGa-t t r ��rc Date: nr2005 Description of Work: r00 l .. Yl ( Historic District: n Qk Zoning: Value of Work: $ k-4 1 ° 0 Permit Type: Building 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: /' ff��(FEMA form required for other than X) Parcel #: "" " 19 ' 3 0 -.5-19 ' Q ()• C)o IQ Owners Name & Address: L--0 20 2cj S bp - Contractor Name & Address_ _ kC-,1 0. V Cnn _ lt Phone & Fax: 405 Bonding Company: Address: Mortgage Lender: Address: Contact Person: (Attach Proof of Ownership & Legal Description) Phone: License Number: Architect/Engineer: L LA, L—A—r\ )? L6 C , Phone: U ( 2- Address: Address: Q12- S Fax: AOM ? Application is hereby made to obtain a permit to do the work and installa ' ns 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.;Pe s verification at I will notify the owner of the property of the requi of. lorida Lien Law, FS 713. h Date .votaiy Art...........Daie WkRIF ................... . GIBSON Commit OD0424367 a` tilt PU a "/2009 Owner/Agent is y, 32.4264: Produced ID' ° `° sn.� Inc ............. ........................... APPLICATION APPROVED BY: Bldg: Zoning: (Im tal & Date) Special Conditions: Date Pn Contractor/ ent's Na +O Signature of NotaO; -S to Floridate da f ' �/o t �. Ashley Andrews Commission #DD24G7,,r0�4 Contractor/Agent is Personally ltwpol'��S'� �s 267L% _ Produced ID ., �.`` Bonded Tett tc HWerg COro (m Utilities: FD: (initial & Date) (Initial & Date) (Initial & Date) O� Power of Attorney Company Representing: Specialty Construction and Design. Inc. 2789 South Financial crt Sanford Florida 32773 I hereby name and appoint Ashley Andrews of Specialty Construction and Design Inc. to be my lawful attorney-in-fact to act for me and apply to for a pool enclosure permit for work to be preformed at a location described as: Legal Address n� I �V QY C Owner LO tv, And to sign on my behalf and do all things necessary to this appointment. Card Holder: Dennis Rupert License NuiC047510 SIGNATURE The foregoing instrument was acknowledued before ire this � day of 0 C7� 2005, by Dennis Rupert who is personally known to me. Notary Signatur' Print Name Kim Cooper State of Florida County of Florida My commission expires KIM R. COOPER Notary Public - Stete of FbMa My Commission Expires Jul 28, 2009 z S, . Commission # DD 455719 Bonded By National Notary Assn. 36 �!;� routs t;o EYss2';ni 52 3003 J 04 � 14I°s PGp Is =���`� � �S I p1. 112-52G 7S DC, 1 T6b Stc.cic i+ II 0(01,1 N�Spo"+; tCA k( �Joui �Lj tX2 y; 41 II,, � S � M. Lam/ �e�lkrc UOo!`�c�� Gr x 3 74Yj, 7� yg Move L&I Id 60 � 2XL krJ �; � �� � �`� -7qyg 74 Y9 IqIf %yR�Kc �, r ��'d V N r �b_) 1' 2 I7l1 r 3�Y-�(„717z7VT7, 1`6�Yq I2q 2xy 00 W a% C xy w ��'d V N r �b_) 1' 2 I7l1 r 3�Y-�(„717z7VT7, 1`6�Yq iii C -t� i T 7Z37 7�%Y 7z Y �z% 7J1 72 71� 7 r-6�cS"� T t6 O qq y N � s Division of Corporations Flo?7'da Drp artment of State, Dhnsaon of CorporatlorlS ����rr��.sYrrthrz.nr Pubhc hiq ' Foreign Limited Liability LE LAND ASSETS, LLC PRINCIPAL ADDRESS 2020 MAIN STREET, SUITE 1150 IRVINE CA 92614 MAILING ADDRESS 2020 MAIN STREET, SUITE 1150 IRVINE CA 92614 Document Number FEI Number Date Filed M04000004287 201681168 10/08/2004 State Status Effective Date DE ACTIVE NONE Last Event Event Date Filed Event Effective Date NAME CHANGE 11/15/2004 NONE AMENDMENT Total Contribution 0.00 Registered Agent Name & Address � I CORPORATION COMPANY 1201 HAYS STREET TALLAHASSEEOI I Manager/Member Detail Title Name & Address LOWE ENTERPRISES RES. INVESTORS, LLC 2020 MAIN STREET, SUITE 1150 MGRM IRVINE CA 92614 Page 1 of 2 ... /cordet. exe?a1=DETFIL&n1=M04000004287&n2=NAMFVWD&n3=0001 &n4=N&r1=&r2=10/ 19/2005 Division of Corporations Annual Reports Report Year IF Filed Date 2005 04/05/2005 .................................. ........................ . .................................. .......................... . . .... N.WGus:1- Aing.- q.:* st: ... ----------------------------- ..... ............. .... ....................... View Events View Name History Document Images Listed below are the images available for this filing. 04/05/2005 ANNUAL REPORT 11/15/2004 Name Chante 10/08/2004 Foreign Limited Page 2 of 2 THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT ................... ..................................... - .......... ........................... ........................................ ... ........ .... . . ... ... m Jk .................. ... ................ ....................................... 1--.- ........ ................................... .......... ...... I I .......................... ............... ............. ....................................... ............................... -- ............. .......................................... ........ ........ — ................ ............... .......... — .............. ... /cordet.exe?al=DETFIL&nl=MO4000004287&n2=NAMFVvD&n3=0001&n4=N&rl=&r240/19/2005 Seminole County Property Appraiser Get Information by Parcel Number Page I of I http://www.scpafl.org/pls/we-b/re—web.seminole_county—title?parcel=' )419'105190000001 ... 10/10/2005 - 7 DAVID JoHmsom, CFA, ASA T,� 64 PROPERTY 4 APPRAISER 32. . 13- TLALT -3 �!i 7,721 i74 iL SEMINOLE COUNTY FL. 71ri lHLEN RD 1101 E. FIRST ST SAKFORD , FL32771-146B 407-665-7546 52.A 52.0 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-519-0000-0010 Number of Buildings: 0 Owner: LO LAND ASSETS LP Depreciated Bldg Value: $0 Mailing Address: 2020 MAIN ST STE 1150 Depreciated EXIFT Value: $0 City,State,ZipCode: IRVINE CA 92614 Land Value (Market): $27,000 Property Address: 201 PORCHESTER DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 1 Just/Market Value: $27,000 Tax District: Sl-SANFORD Assessed Value (SOH): $27,000 Exemptions: Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $27,000 Tax Estimator 2005 VALUE SUMMARY SALES 2005 Tax Bill Amount: $539 Deed Date Book Page Amount Vac/Imp Qualified 2005 Taxable Value: $27,000 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land PLATS. Pick... Method Units Price Value LOT 1 KAYS LANDING PHASE 1 PB 67 PGS LOT 0 0 1.000 27,000.00 $27,000 41 -43 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 year's property tax will be based on JustlMarket value. http://www.scpafl.org/pls/we-b/re—web.seminole_county—title?parcel=' )419'105190000001 ... 10/10/2005 Division of Corporations Page 1 of 2 Florida Dc -pa tment of State, Dh,ision of orporatiorts x ♦ � r w ti � ti r �,„� ���rr�c��.sYrrrhrz.n� ► Public ;1f�Wr- Foreign Limited Partnership LO LAND ASSETS, LP PRINCIPAL ADDRESS 2020 MAIN STREET, SUITE 1150 IRVINE CA 92614 MAILING ADDRESS 2020 MAIN STREET, SUITE 1150 IRVINE CA 92614 Document Number FEI Number Date Filed B04000000451 201694008 10/08/2004 State Status Effective Date DE ACTIVE NONE Last Event Event Date Filed Event Effective Date CONTRIBUTION CHANGE 04/12/2005 NONE Actual Contribution 150,000,000.00 Registered Aaent Name & Address II CORPORATALL�ON SERVICE SSEE FL 32301-2525 4II ANY 1201 HAYS STREET General Partner Detail Name & Address Document Number LE LAND ASSETS, LLC 2020 MAIN STREET, SUITE 1150 M04000004287 IRVINE CA 92614 ... /cordet.exe?a1=DETFIL&n1=B04000000451 &n2=NAMFVVD&n3=0001 &n4=N&r1=&r2=10/19/2005 Division of Corporations Annual Reports Report Year r Filed Date 2005 1 04/19/2005 ........... I ........ .... . ......... ... .. ..........*, S t L -------- ....... --------------- — .................. ...... Ke Urm: ---------- ......... .................. ............... ........... A T-' ---- -I-- View Name History Document Images Listed below are the images available for this filing. 04/19/2005 ANNUAL REPORT 04/11/2005 Contribution Change 11/15/2004 Amendment and Name Change 10/08/2004 Foreign LP Page 2 of 2 THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT .............. .......... ................... ................................................... .................... ........ ....................................... .. ..................... ..... ................ ............ .............. ................ ...... ... . ... ........ .. . .... ............... ............. . ..... ........ ....... ................................ .... .......... .................................................. ... /cordet.exe?al=DETFIL&nl=BO400000045 I&n2=NAMFWD&n3=0001&n4=N&rl=&r2=10/19/2005 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 I _ DAym JOHNSON. CPA. ASA PROPERTY a 32.c TP-ACTI . APPRAISER 32.8 nt ?21 ^ ?d 7E SEMINOLE COU NTY rL. tJIHL1=N #2 I 1011 E. FIRST ST SANFORD, FL3277S-14E8 407-665-7506 52.A 52.0 r 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 34-19-30-519-0000-0010 Number of Buildings: 0 Owner: TOUSA HOMES INC Depreciated Bldg Value: $0 Mailing Address: 11315 CORPORATE BLVD STE 250 Depreciated EXFT Value: $0 City,State,ZipCode: ORLANDO FL 32817 Land Value (Market): $27,000 Property Address: 201 PORCHESTER DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: KAYS LANDING PHASE 1 JustlMarket Value: $27,000 Tax District: S1-SANFORD Assessed Value (SOH): $27,000 Exemptions: Exempt Value: $0 Dor: 00 -VACANT RESIDENTIAL Taxable Value: $27,000 Tax Estimator SALES 2005 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified 2005 Tax Bill Amount: $539 SPECIAL 10/2005 05977 1215 $694,300 Vacant No 2005 Taxable Value: $27,000 WARRANTY DEED DOES NOT INCLUDE NON -AD VALOREM Find Comparable Sales within this Subdivision ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLAT&I'Pick... Method Frontage Depth Units Price Value LOT 1 KAYS LANDING PHASE 1 PB 67 PGS LOT 0 0 1.000 27,000.00 $27,000 41 - 43 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 tit] e?parcel=3419305190000001... 11/16/2005 I'IN! to N 111 N 1 I n �t1� N11m Al N llf tl ltl lu t lm MIRYAME MURSE, CLERK OF CIRCUIT COURT 11 Sh11INME CUUNTY This Instrument Prepared By: BK 05820 PS 1914 Name E. Michael Holland CLERKS S 0 2005122933 Address 115 West Pine Ave. F&MR!" 07/22/2003 NMI% AN Longwood, FL 32750 REUMING FEES 10.00 REf. NLS BY D Thssas Permit No. NOTICE OF COMMENCEMENT STATE OF Florida. COUNTY OF Seminole 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 1 Kays Landing Phase 1 PB 67 PGS 41-43 201 Porchester Drive Sanford, FL 32771 2. General description of improvement: Swimming Pool and Screen Enclosure 3. Owner Information a. Name and address: b. interest in property: Engle Homes 2487 South Voulsia Ave. Suite 105 Orange City, Fl 32763 Owner c. Name and address of fee simple titleholder (if other than owner): ® Contractor: (name and address) 5. Surety N/A a. Name and address: b. Amount of bond $ 6. Lender: (name and address) N/A Holland Pools 115 W. Pine Ave Longwood, FL 32750 URTIFIED C0Pt IRWA,AMNE C1.rR!' 0 C�`?CU'T CO SRT SEM�'a ll� C')UNT(, F'_Q 1[ M 7. 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) 8. In addition to himself, Owner designated the following person(s) to received a copy of the Lienoes Notice as provided in Section 713.13(1)(b), Florida Statutes: (name and address) 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) V, The forgoing i ent w acknowl dged before me this / (S' tore of Owner) who is sonally kno to me/ who pr uced Owner's Name Engle Homes as iden cation ho did not take an oath. Owner's Address 2487S.Volusia Aye.Suite105 Orange City, F132763 . "& f Notaryas to Commission # A K c State of FL CountXj WCOMmiEalon DDW2824 My Commission ex IfCs fix°ff""U$12e. ° Book5820/Page1914 CFN#2005122933 CCL CONSULTANTS, INC. AUTHORIZATION #L65610 ENGINEERS SURVEYORS PLANNERS 2803 NAITLJIND CENTER PARKWAY SUITE C MAITLAND, FL 32751 (407) 660-2120 POMPANO BEACH ORLANDO TAMPA JUPITER WWW: CCL -POMPANO. COM WWW. CCC-ORLAN00, CON NATIONAL FLOOD INSURANCE PROGRAM CCWAIUN/TY NUMBER 12117C PANEL NUMBER 00,00 E MAP REVISION x/17/1995 FLOOD ZONE X NO BASE FLOOD ELEVATION So -tow L 6 6 E N D R. RADIUS L� ARC DISTANCE a. CENTRAL ANGLE A/C ZA04 CONOITONER SLAB TERUNE D.E. ORAINACE CA3E4EN1 L -ULE. - LAKE MAINTENANCE EASEMENT U.C.. UTILITY EASEMENT KA Y'S LANDING PHA BEARINGS BASED ON THE Wf'ST LINE- Or INEOF THE NORMEASr 1/4 OF SECTION 34, TOWNSHIP 19 SOUIIl, RANGE JO EAST SEMINOLE COUNTY, FLORIDA, BC/NG N0074'40'W, AN ASSUMED MERIDIAN a INDICATES 5/D' IRON POO SET TATII NUVBER L05810 CAP, VNLE55 OTHrAmSE NDTED L.B.. LICENSED BUSINESS NAD - SET NAIL AND DISC LUJUID PC . POINT OF CURVAVVK PCL . POINT OF COMPOUND CURVATURE PI . POINT Of INTERSECTION PRC . PONT OF REVERSE CIAVATURC - PROPOSED LOT ELEVATION F.f. - fwlSal ilOOlt SCAIBI 1' 90' ANT P. C. N89'52'58 "E f04.54' t LOCATION SKETCH (NOT TO SCALE) I 1u L. V / 1-1 — h _ KA YS LANDING DRIVE (50' RIGHT—OF—WAY) NOTE: LEGAL DESCRIPTION.• BUILDING WILL BE STAKED AS SHOWN L00' 64, Kays Londing Phase 1, according to the Plot thereof, 08 recorded In Plot Book ?? 01 Page ?—??, of the Public Records, Seminole Counly, Florida. NOTES (SKE?CH AND LEGAL ONLY, NOT A SURVEY) I. UNLESS Ir BEARS THE SIGNATURE AND THE ORIGINAL RAISED 2, LANDS SHOM HEREON WERE NOT AOSTRACT£D SEAL OF A FLORIDA LICENSED SURVEYOR ANO MAPPER THIS BY CCL CONSULTANTS INC. FDR EASEMENTS AND ORA W WHO, SKETCH PLAT OR MAP /S FOR /NfORAIAnONAL RIGHTS -Or -WAY OF RECORD, PURPOSES ONLY AND /5 NOT VALID, ADDITIONS OR DELETIONS J. DATA SHOWN HEREON WAS CBNPILED FROM OTHER PARTY DR PARTIES /S PROHIBIIBITED WTMOUT WurT7£N TO 5UR►RY MAPS OR RQPO @Y OTHER THAN ME SIGNING INSTRUMENTS AND DOES NOT CONSTITUTE A F/ELO SURVEY CONSENT OF ME 519NWG PARTY OR PAR17E5, q5 SUCH - REVISIONS DATE BY PLOT PIAN 12/20/04 JAM l) ADDED GRADING INFORMATION 1/6/05 JAM DAVID PROFESSIONAL SURVEYOR and MAPPER #5670 STATE OF FLORIDA DATE OF SKETCH DRAWN CHECKED FIELD .1/6/0 5 BY JAM BY DMB BOOK N/A z0'd 08TO 028 LBb S -100d GNU -1-10H OT:9T SaOZ-ET-OnU a z 1017 ,. y I �/is u I Ai P 16 .r 17 10 � G 1. Zr- Qsj r �,z �7../,7'7 ti/911 t1,9c � 1.c1 S C��ciLr„ii�E ? 1)purS CcF�trl�.i� ILI' - 6f I Zx 2 IkLX vl 1-X 19 `6 ti/911 t1,9c � 1.c1 S C��ciLr„ii�E ? 1)purS CcF�trl�.i� ILI' FLILINE INC A CMI ongineoryng firm 1025 Souk Semoran Boulevard Suite 1093 Winter Park R 32192 - 14071679-7500 Fax [4071679-9188 Authorization Letter to use Aluminum Design Manual Master file Authorization fora Specialty Construction c,�, Design, Inc. 2789 Financial Ct. Sanford, FL 32733 Building Official, The above referenced contractor is here6y authorized to use ourAluminum Design 9Vanual as a master file to o6tain all permits in your jurisdiction for the time period of October 1St, 2005 thru September 30, 2006. If this authorization is to 6e revoked prior to the ending date indicated we willnotify you in writing via mail orfacsimile. Any indication of the alteration of this document will void the authorization. Gordon .71: Shepardson's, the engineer of record, signature and raised seal is required on this letter to validate the authorization. 2hankyou for your cooperation. Signed F1IIIE INC. A C10 engineering firm 1025 South Semorau boulevard Suite 1093 VYioter Park R 32192 14071 619-7500 Fax 14071 679-9188 Aluminum Enn_�o-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 s an tables cannot be used in conjunction with our en* eerie designs. CONTRACTOR: CornNCE 2any Name: S ecsal Constn;ction and Design,Inc. Address: 558 S. Hwy 17-92 Owner Name: Address: Sanford, FL 32733 Phone number: 407-328-8776 Legal Description: Member ID Number: REVISIONS 'SECTION 1.1.1 DOME SCREEN ENCLOSURES °z/ls/os RISER WALL WHERE / REQUIRED L NS (TYP•)0� 2 MAX. UPRIGHT7 PEHRLITAB GHT = H �j5t E SIDE ELEVATION K- BRACING (OPTIONAL ROOF WIND BRACING SEE SECTION 122 SEE SECTION I2.3PURLINSSCREEN K BRACING. UPRIG UPRIGHT f SCREEN CHAIR RAIL HEIGHT - 1' x 2' BASE PLA PER TABLE 20' OR CABLE CONNECTION MAX. PLACEMENT & NUMBER ISOMETRIC H H SEF SECTION 12.1 1 x 2 BASE PLATE GRADE K - BRACING ( OPTIONAL SEE SECTION 1-22 FRONT ELEVATION TYPICAL DOME ROOF CHSCF4 APPLIES (STANDARDS) 1):DESIGN CONFORMS TO THE FLORIDA BUILDING CODE 2004 AS 7) NO OPEN AREA BETWEEN ALUMINUM SHALL EXCEED AMENDED & THE FLORIDA BUILDING CODE RESIDENTIAL AS 56 S.F. AMENDED & ASCE 7-98 FOR WIND LOAD ON THE ATTACHED TABLES. 8) ALL SCREEN ENCLOSURE DOORS SHALL BE SELF LATCHING AND CLOSING 2) ALL SCREEN ENCLOSURES GREATER THAN 20'-(' MAX HEIGHT PANEL OPENING. D MAY BE LOCATED INTO ANY SCREEN OR GREATER THAN 40'-0' PROJECTION FROM THE HOST STRUCTURE (REGARDLESS OF DIRECTION OF BEAM SPAN) OR WITH A BEAM SPAN 9) DISTANCE BETWEEN PURLINS SHALL NOT EXCEED 84 INCHES GREATER THAN 40'-0', WILL REQUIRE SITE SPECIFIC SIGNED AND CENTER TO CENTER. SEALED ENGINEERING PLANS AND SIGNED AND SEALED LAYOUT . DRAWINGS. 10) ALL PURUNS AND CHAIR RAILS WILL BE ATTACHED WITH MIN. 3) STRUCTURAL DETAIL DRAWING SHALL RELATE TO 6o6,3 -T6,6061 -T5, FOOT PURL IENSAND CHAIR SCREW INTO BOSSSCHEDULE- THICKNESS ACHSIDE. SEE SECTION 123 OR 6061 T6 ALUMINUM EXTRUSIONS WITH AN ACTUAL WALL OF NOT LESS THAN 0.040 11) ENCLOSURE MUST BE GROUNDED AND BONDED IN ACCORDANCE 4) ALUMINUM SURFACES IN CONTACT WITHUME4v10RTAR, CONCRETE WITH N_F-C. OR OTHER MASONRY MATERIALS, SHALL BE PROTECTED WITH 12) NO UNAPPROVED APPENDICES OR ACCESSORIES MAY BE ATTACHED ALKALI -RESISTANT COATINGS SUCH AS HEAVY -BODIED BITUMINOUS TO ANY ALUMINUM MEMBERS WITHOUT PRIOR WRITTEN APPROVAL PAINT OR WATER - WHITE METHACRYLATE LACQUER OF THE ENGINEER. 5) ALUMINUM 1N CONTACT WITH WOOD OR OTHER ABSORBING MATERIALS 13)WHEN 6061-T5 OR 6061-T6 ALUMINUM ALLOY IS USED INA WHICH MAY BECOME REPEATEDLY WET SHALL BE PAINTED WITH TWO STRUCTURE FOR UPRIGHTS, BEAMS, KNEE BRACES, WIND BRACES, COATS OF ALUMINUM METAL AND MASONRY PAINT, OR HEAVY -BODIED AND K -BRACES, 6063-T6 ALUMINUM ALLOY MAY BE USED FOR BITUMINOUS PAINT, OR THE WOOD OR ABSORBING MATERIAL SHALL PURLINS, 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 5)ALL FASTENERS WILL BE 24' C- C MAX UNLESS OTHERWISE NOTED. (MAX MESH (Iw) OF 007 0}DESIGN LOADS ARE BASED ONITAB ET FACTORAND IT HAS 2002.4 SCREWS SHALL BE COATED WEATHER SEALED_ OF 2004 FLORIDA BUILDING CODE FOR „ � � (j Mf4F} HEIGHT UP TO 30 FT.. APPLIES THIS PAGE CAN ONLY BE USED FLILINE INC. r •� r,� µ� IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD.' AUTHORIZED TO USE THE SUITE MASTER. FILEMANUAL OR IF WINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL TEL. (407) 679-7500 f SIGNATURE AND SEAL. FAX (407) 679-9188 N ' 4;EP°s E-MAIL FLQRio ' 19333 j V � _,. � t I ,� aa♦ V aaa SECTION 1.2.1 1 DETAILS SCREEN ENCLOSURES W15/05 FRONT WALL --1 /8" STAINL E S E 2 CABLE FOR EVERY 200 SO. FT. CABLE CORNER PLATE * ALLIM- NOTE ALL WALLS OVER 15' HIGH MUST HAVE 1/2 -OR W/ B � 180 TEKS MORE Ir THE CABLES AT THE TOP OF THE WALL. ABOVE THE TOP CMR RAIL �'!QE W --1 /R" AINLESS STEEL CABLE UP 1D 200 SQ. FT. OF WALL- NO CABLE `NEEDED OVER 200 SO. FT: 1 CABLE PER EVERY 200 SQ. FT. CABLE BRACING CAN BE USED IN PLACE OF K—BRACING --l-1� MIN 2 DRIVE P1mS OR 2 - 11/4 x 1/4' TApCON TOP TOP FASTENER 1 1/2' BELOW CON- NO F�ING� PAVERS ND MOM • `°GSOR CAME SET ABOVE THE Top CMRRAL IST CABLE SEr ;Top 6 a. r a . PAMMCE Hl— F 7�E CABLES AT 7W Top OF 'THE WALL a CAME bAW .a r is _ DAMAGE .• •BE TKNiTENED • .a • . « • • AVID . �� ;RAM a• SERVICECOMPANY- LIES \ 2-X2_Ci kTIACHM To VM CAME THIMBLE 2 NICO PREs sLEEvTs 4 A004AL 2.500 Ps GbWCR£7F 1= 2. 'J2 X7/8' ANGLE 2500 3/4X1/4 TAPCON U A THIS PAGE CAN ONLY BE USED FULINE.INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SU(TE 1093 MASTER FILE MANUAL OR IF HINTER PARK FL 32792 THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 = E—MAIL TAPCON. TO INSTALL MINIMUM OF 1 1/2' FROM- DECK EDGE SECT N 1.2.2k SCREEN ENCLOSURES (5 1'x3'x0.125 x3' LG. SED ANGLE W/3 /14 TEKS BRACING ON NVTERfOR COWMN / POST REVISIONS 02/15/05 K -BRACING CAN BE IN PLACE OF CABL_Q L1 x2- I 2'x2- K—BRACE 3'x4'xO.O50' PLATE �/►, _ (TYP) W/5 TOTAL 114 TEIG 52 nPLAN VIEW > = p RA4 2' .x 7' x 0.050 PLATE V_JAwl ) W/ 9 TOTAL 114 TEKS 1'x2'x0.125'x7' LG COLUMN POST 2 x2' K 1.4TTEKS/ � T� BRACE do POST / L1'x2 BASE PLATE 3'x4'x0.050- PLATE3# W/6 s TOTAL 14 TEiCS ON E 1/2'x7'x0.050' PLAT YV/9 TmA_ # 14 TIXS - 8 EXTERIOR ELEVATION 3 1 O 1wM K -BRACING DETAIL TOP FOOT OF 2 -)C2 -x 1/8- ANGLE 1'x2' CHANNEL 1'x2' CHANNEi ° ° FROINr Fool NOT NOTE: UPRI Sim 1/4 REAR FOR 2'x3' UPRIGHT UPRIgiT USED WTTH ALL SCREEN. TYPES .' EACh OTE: . PLAN VIEW NOTE: 2 X Y X 1/g* ANGLE I ONLY - RE�URE7) NG WALLS ON LOAD BEARING 2X2 ANGLE -ONLY ON LOAD BEARING WALL HIGH HIGHpirs) ONE NOTE. 2'x UPRIGHT © oa�N APPLIES TAPCON MUST GO INTO CONC. WR NOTE: A MNNUM. OF 1-1/4'. F USE CMR RAIL CHAIR RAIL 48' MAX_ PAVERS ON DECK, FASTENER FROM DECK MALL EXTEND INTO DECK 1-1/4'. TOP FOOT OF. 2'x2' x 1 /8' ANGLE FRONT FOOT OF MSL 3-2 SMS FOR FASTENING AT �2UP1 SCREWS 48- CHAIR RAIL. TO UPRIGHT SCREW 8C 2'x2' x 1/8' ANGLE FOR FASTpMUr, 1/4• TAPCON FRONT FOOT OF Y x 2' x1/8' ANGLE W/2 # 10 INTO DECK. 2'x2 x1/B ANGLE TEK SCREWS INTO WALL _ TAPCON OR THUNDERBOLT • 1-1/4' INTO CONC. DECK DECK CONCRETE DECK 1'x2' SCREEN CHANNEL FRONT ELEVATION `` SIDE EL.EVAfiI� TYPICAL DECK PLATE & POST CCS v. P T101� L E THIS PAGE CAN ONLY BE USED FULJNE INC. $ lyS " IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD r 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 H PE E—MAIL DA P.e IA SECTION 1.2.3 DETAILS SCREEN ENCLOSURES REVISIONS 02/15/05 PURUN WIND BRACE 4, MAX WALL UPRIGHT CHAIR RAIL BEAM OVERLAP - 2x2 Ai ;P ES r OR GUSSET PLATEV4" 2" CHANNEL 2x8 2x3 FOR CONNECTORW 6- 10 TEKS 2x8 ' SCHEDULE SEE SECTION 124 2x3 ROOF BEAM 2x4 5.6.7,8.9 10. SIGNATURE AND SEAL FAX (407) 679-9188 uoN Hs oy 2x9 2x3 2x10 1'-2'x .040' STRAP AT EACH 2x4 • •4 2x10 UPRIGHT do MIDWAY BETWEEN 3—#10 - 73(HOL��S. W/1 # 10 TEKAT EACH ENO KN 2' — H CHANNEL W/ 6 # 1 o TEKS • 4' �' • STR I WALL UPRIGHT 2x2' 10 TE w/s #10 TEKS KNEE BRACE D ETAI L EACH SIDE 5' OR T SUPER GUTTER STRUCTURAL GUTTER & KNEE BRACE DETAIL HOUSE ICTi"�'7� �PPLIES� ROOF WIND BRACE. PURUN do CHAIR RAIL SONG FiOOF BEAM PURUN WIND BRACE NOTE: WIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE, H CHANNEL OR RECEIVING CHANNEL. NO TOE NAILING IS ALLOWED WALL UPRIGHT CHAIR RAIL OR USS 2x2 2x2 Ai ;P ES r x77 OR 2x2 2x8 2x3 2x3 AUTHORIZED TO USE THE SUITE 1093 2x8 2x3 2x9 1 2x3 2.3 SIGNATURE AND SEAL FAX (407) 679-9188 uoN Hs oy 2x9 2x3 2x10 2x4 2x4 2x10 2x4 NOTE: WINO BRACING SHALL NOT BE REQUIRED WHERE BEMIS AND PURLINS ARE LATERALLY SUPPORTED BY CONNECTION TO HOST STRUCTURE NOTE: WIND BRACING ATTACHMENT TO BE WITH GUSSET PLATE, H CHANNEL OR RECEIVING CHANNEL. NO TOE NAILING IS ALLOWED PLAN VIEW ROOF WIND BRACING PRLIN & CHAIR RAIL DETAIL c ` Ai ;P ES r THIS PAGE CAN ONLY BE USED FLIUNE INC. F IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD_ AUTHORIZED TO USE THE SUITE 1093 MASTER FILE MANUAL OR IF VVINTER PARK FL 32792 - THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 uoN Hs oy _ E—MAIL oa p:E. . SECTION 1.2.4 DETAILS� SCREEN ENCLOSURES 02/15/05 BEAMS NOTE- BEAMS SCREW PATTERN -1' CLEARANCE ON ALL 4 SIDES 2x4 8 1 t 14 X X X OF THE GUSSET PLATE OR 2x51 10 14 16 16 X X SCREWS ARES TO BE EQUALLY BEAM OVERLAP. 2x4 4 4 6 8 X X X ~ 2x6 1 14 16 16 18 18 X SPACED FROM TOP TO BOTTOM 2x5 4 4 8 8 0 XIX AND SIDE—TO—SIDE. SCREWS 2x6 6 8 8 10 12 12 X v 2x7 14 16 16 i8 18 20 X MUST BE WEATHER SEALED. 8 16 1618 18 20 22 22 2 2x7 8 8 10 12 12 14 X 2x916 18 18 20 22 22 24 NATE; a 8 10 12 12 14 14 14 2x10 18 18 20 22 22 2424 GUSSET PLATE THICKNESS WILL 2x9 10 12 12 14 14 16 16 BE EQUAL TO OR LARGER THAN 2x10 10 12 14 14 14 16 18 110 TEK SCREWS EACHSIDE OF �� X— NO CONNECTION AUDWED LARGEST BEAM OR UPRIGHT USED. #14 TEK SCREWS EACH SIDE OF BEAM X— NO CONNECTION ALLOWED - HOMEOWNER MAINTENANCE RESPONSIBILITY. - FASTENERS SHOULD BE CHECKED PERIODICALLY FOR DETMlORAnoN. IF DETERIORATION IS DETECTED CONTACT A QUALIFIED SERVICE COMPANY. _ BEAM OVFRI AP OR r-% DI AT 'ON 4ECTION L �.vIVIVCI.I IVIV APPLIES 2-00* ALUMINUM PHYSICAL PROPERTIES2.00- sECT1ON " WALL TWEE M() —TWALL 2x4 0.046 0:100 0.935 H 2x5 0.050 0.116 1.380 H 2x6 0.050 0.120 71.920 — TWMl 2x7 0.055 0.220 2_375 I 2x8 0.072 0.224 4.080 9 0.082 0.306 5.910 Tom 2x10 0.os2 0.389 8.531 SNAP EXTRUSION HOLLOW BEAM TABLE SELF MATING BEAM ALUMINUM PHYSICAL PROPERTIES vT. ``- fWPLIES THIS PAGE CAN ONLY BE USED .FLIUNE INC. IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. - AUTHORIZED TO USE THE SUITE 1093 - - -_ MASTER WINTER PARK FL 32792 , FILE MANUAL OR IF - - - THE PAGE HAS AN ORIGINAL TEL (407) 679-7500 SIGNATURE AND SEAL FAX (407) 679-9188 HS ` pF E-MAIL R.E.. I REVISIONS SECTION 1.2.5 DETAILS SCREEN ENCLOSURES 02i15i0 1/4'x2` LAC SCREWS 3/4"x3/4' 1/4"x2' LAG SCREWS 3/4•x3/4• O 24" O.C. MAX. ALUMINUM FERRULE O 24' O.0 MAX. ALUMINUM FERRULE 3/8"x8' LAG SCREW.TYP. 1 EACH SIDE OF BEAM 1/EACH SIDE OF BEAM \ ROOF SCREEN ROOF BEAM BEAM 2`x2"x0.125' ANGLE W/ 2'x274.125' ANGLE W/. 4110 ; 4#100 TEKS. EACH SIDE EACH SIDE OF BEAM ANGLE OF BEAM SP ANGLE Std OPTIONAL 1'x2' SHIM OPTIOPIAL z2' FOR GUTTER WITH FOR WITH SPLINE GROOVE SPLINE BOX BEAM (FLAT OR ANGLED) 1/4'x2' LAG SCREWSEXISTING ANGLED A 24' O.C. MAX_ —, 3/4'x3/4' OR PLUMB lx ALUMINUM OR 2x r<SCIA 8oxB LAG SCR 1/EACH DE OF SCREEN ROOF BEAM 2'x2'xO.1 ANGLE W/ 41j 10 TEKS. SIDE OF 1-1/4"x2' LAG. - 2`X2'xO.125" O EACH SIDE OF BEAM OPTIDrW- x2' 24" O.C. ALONG 1'x2' 2=2'x1/4` THRU— BOLTS. FOR WITH SCREEN CHANNEL SIDE OF BEAM W/ �IISPLINE ROOVE l BOX BEAM (FLAT OR ANG ) PURUN WITH T N OR 10— 3' SCREW 24" O.C. WITH 1 APCONR #10— 3" SCREW THRU - 2"x 2' ANGLE 0 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 .1.26 2X2'x0.125" ANGLE O EACH SIDE OF BEAM W/ 2-2"x 1 /4' THRU— BOLTS. BEAM TO STRUCTURAL GUTTER DETAILS & TO FASCIA, G z -•- LI E THIS PAGE CAN ONLY BE USED FUUNE INC. F -j :- 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-MAIL A. E . j_ t SECTION 1.2.6 DETAILS PURUN CONNECTION TO HOST STRUCTURE TO BE MAXIMUM OF 16' FROM BEAM AND EACH 16' THEREAFTER REVIS ONS SCREEN ENCLOSURES o2/15/65 SEE PURUN SCHEDULE — SECTION 1.2.3 BEAM TO PURUN USE 2'— f 10 SMS INTO WOODFRAME BEAM SIZE VARIES p 1 2" r�1 (SEE TABLE] STRUCTURE USE 4'—f10 SMS ( Esi TABLES) I o 1 SCREW P p VERYICAL BCH INTO CONCRETE (SEE TABLE) STRUCTURE, USE 1 2' im 3 1/2" TAPCON PQ 'LIN CONNECTIONS USE 20'X 2' X . 0.125' SUPPORT ANGLE (EACH SIDE) BEAM T0. PURUN USE 2'—f10 SMS INTO_WOODFRAME (SEE TABLE) STRUCTURE USE BEAM CONNECTIONo 2'-J10 SMS INTO CONCRETE STRUCTURE USE 1 1/2' TAPCON ANGLE CONNECTION CONNECTION OF BEAM DIRECTLY TO HOST STRUCTUR—E°—:,, 3 =--AP-pLI 71�JHE HIS PAGE CAN ONLY BE USED FUUNE INC. E� 1 � 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) 679-9.188 E—MAIL REVISIONS SECTION 1.2.7 DETAILS SCREEN ENCLOSURES 02/15/05 SPLICE PLATE SHALL BE, MIN. 24 INCHES LONG, 1 INCH LESS HEIGHT THAN THE BEAM THE SAME MINIMUM 12-/ 10 TEK SCREWS ON EACH SIDE OF THICKNESS AS THE SPLICE c• AND LOCATED NO ]?E CUT EVENLY SP 1 INCH CLEARANCE GREATER THAN 1/3 THE BEAM FROM THE END AT THE CUT AND JLL OF THE INTERNAL SPLICE AND LOCATED ON OPPOSITE ENDS THE MATED BEAM PLATE. TYP 24' MIN_ r1' Tyr • • • •� 1/2' TYP 12" YIN_ 12' MIN. SPLICE FOR BEAMBE ON OPPOSITE ENDS OF THE MATO BFeu BEAM SPLICE APPLIES FOR GUSSET CONNECTION SEE SECTION 1.2.4 An 7�OAJ tiefi=-ell t-44 ' 1'-2'x .040' STRAP AT EACH UPRIGHT do MIDWAY BETWEEN _ UPRIGHTS. W/1 If 10 TEK KNEE BRACT= AT EACH END KNEE BRACE SEE KNEE BRACE DETAILS SECTION 123 HOST SPAN z STRUCTURE rn SPAN DETAIL •6�ea si dl DOME FLAT OR NO SPLICE GABLE _ol —�- a °'P,LI ES FUUNE INC. r :.., THIS PAGE CAN ONLY BE USED FEB-' 05 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.E E E-MAIL. RECONS SECTION 1.2.10 DETAILS SCREEN ENCLOSURES 02/15/05 (NOM. 4-) 1' MIN. GRADE TYR 1' MIN. 8 IPM NO FOOTER LEVEL TERRAIN N _ El CONT.5 8AR 8 . ST�flrP FOOTER 2 / 5 BAR SLOPE 1 IN 6' 1' IN 3' ROBON FOOTER -WHERE FOOTER IS NOT CONNECTED TO DECK: POUTER WHEN SLOPE ❑ USE 8x8' CONCRETE RINBON FOOTER W/ 1 #5 REBAR 1 � IN 3' OR STEEPER OR WHEN DECK pQERDS CONTINUOUS To SUPPORT UP TO 2' X e UPRt47{T 33' OR MORE P TO THE SUPPORTING STRUCTURE ❑ USE 8 z 12' CONCRETE RIBBON TO w/ 2 5 KEBABS CONM ❑ UPRIGHTS LARGER THAN 2' x 6' . 1) FOOTER SHALL BEAR ROCK. CLEAN SAND. OR STRUCTURALLY yc o SOUND SOIL (> 1500 THAT SHALL BE COMPACTED TO PROVIDE OPT➢id1M BEARING CAPACTTY TO SETTLING. CO'2) CONCRETE SHALL HAVE A 28 Y STRENGTH OF 2.500 PSI W/ FIBER MESH �n OR 6x6-10x1O W W MESH. 3) 3 - #3 BARS IS WWKENT TO 1 #5 BARS. TY ICAL SCREEN DECK FOOTER DETAIL APPLIES ` A SHOULD BE INSTALLED AFTER PLEION OF SCREEN ENCLOSURES ALTERNATE 1 �\ NOTE: ti SEE TYPICAL SCREEN DECK FOOTER DETAIL FOR FOOTER DETAILS AND SIZING. AL TE * 2 RIBBO OOTERS FOR BRICK VERS r Ai'.PLI ES THIS PAGE CAN ONLY BE USED FUUNE 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 HSHE7._ E E-MAIL n RE . SECTION 1.2.11 DETAILS SCREEN ENCLOSURES 3'X3' ALUMINUM COLUMN 3 /14 RX SCREWS 3 114 TEK SCREWS ON EACH SIDE ON EACH SIDE �2ANGLE O 3' 2' 2 TAPCON EACH SIDE EMBEDDED 1 1/2' INTO FOOTER REVISIONS 02/15/05 3'X3' ALUMINUM COLUMN 2'X2'X1/8' ANGLE O 3' 2'X2'X2' ISOLATEDI 2 UPCON EACH SIDE FDOTFR WITH 2,500 EMBEDDED 1 1/2' PSI CONCRETE INTO FOOTER ISOLATED FOOTER FOR SOLID ROOF POSTS APPLIES SCREEN ENCLOSURE WITH KNEEWALL MAXIMUM UPRIGHT SIZE = 2'X6' CENTERED ON WALL SEE TYPICAL DECK PLATE& POST CONNECTION — -SECTION 1.2.2 13 BAR CONTINUOUS SET IN BOND BEAM BLOCK ALL CELLS AND BOND BEAM BLOCK FILLED WITH 2,500 PSI CONCRETE N #3 BAR AT4'O.C. AND AT CHANGE IN DIRECTION IN 8�X8"X16' CMU CONCRETE IN AREA OF KNEEWALL, N CABLE BRACING WILL • • ,,i,._;+_:r d ATTACH TO FOOTER 2 5 BARS ----18' cormNUOUS •° L AP -P LIES FUUNE INC. THIS PAGE CAN ONLY BE USED IF THE CONTRACTOR IS 1025 S. SEMORAN BLVD. AUTHORIZED TO USE THE SUITE 1093 a;I MASTER FILE MANUAL OR IF Wim PARK FL 32792 THE PAGE HAS AN ORIGINAL. TEL (407) 679-7500 - SIGNATURE AND SEAL FAX (407) 679-9188 E—MAIL IT E — - -- -- - BEAM SPAN AND UPRIGHT HEIGHT TABLES SECTION SPAN SCREEN ENCLOSURES 6063-T6 ALLOY 1.3.2.120 B TABLES 6061-T5 ALLOY 6061--T6 ALLOY LUMINUM ALLOY: 6063-T6, 6061-T5, Sr 6061-T6 WIND ZONE: 120MPH EXPOSURE EXPOSURE B -L ROOF STYLES B X SPANS FOR ROOF BEAMS FOR SCREEN ROOF/POOL ENCLOSURES MAX TO 150 MPH WIND LOAD SPANS FOR WALL UPRIGHTS FOR SCREEN ROOFIPOOL . WIND SPEEDS PRESSURE 10 PSF ENCLOSURES spans 4 - ` � a - ° r nr t X 5 -1 KNEE 1916 18'2 1712 167 X 5 - 2KNEES 23.6 22'2 21.3 2e•3 27.6 26'2 252 247 X 6 - 0 KNEES 23'2 21'6 20'4 —1-9r4— 9.4NEE WEE' 27'2 25 6 24'4 23.4 ' X 6 :2 KNEES 31.2 29'6 26'4 27.4 X 7 - 0 KNEES 26'2 24.4 225 21'9 !X7-1 KNEE 30'2 28'4 265 --Ts.-9 X 7 - 2 KNEES 34'2 32'4 305 295 X 8- 0 KNEES 32'6 :04 287 2T2 ; )CS =1 KNEE 36'6. -3i 4 327 31'2 X 8 - 2 KNEES 40'6 384 367 35'2 X 9 -0 KNEES 35'9 33'4 31'5 29.11 X 9 -1 KNEE 39.9 3T4 35'5 33'11 X 9 -2 KNEES . 43'9 41'4 39'5 37'11 X 10 - 0 KNEES 44'4 41.4 39.1[495*3i X 10 -1 KNEE 48'4 45'4 43.1 X10-2 KNEES 52'4 49'4 47.1 Interpolation between spans is OTE 1. Roof spans using knee braces are figured for knee braces `oft on the horiiortmt. The difference In the knee brace ss than or greater than Oft on length of the horizontal will be deducted from added to the the span. OTE 2. Wall spans using knee braces are figured for knee braces Oft on the vertical. The difference in the knee brace length of ss than or greater than Oft on .AA— — —- the vertical will be deducted from THIS PAGE CAN ONLY BE USED BY A CONTRACTOR THAT IS APPROVED TO USE THE MASTERFILE MANUAL OR THE PAGE HAS AN ORIGINAL SIGNATURE AND SEAL. between spans X4-0 X4-1 X 5 0 KNEES XS -1 ti E�� n v - v nn=o X6-1 KNEE' X 7 - 0 KNEE X 7 -1 KNEE x8-0 X8-1 X9-0 KNEES X 9 -1 KNEE X 10 - 0 KNEES X 10 -1 KNEE NOTE 3: Spans and heights using knee braces are used only for dome, flat, and no splice gable roof styles. NOTE 4. When using spans or heights in bold bordered areas. site specific sealed engineering and layout drawings are required when .nclosure Is 40ft or greater In distance from. ' regardless of which direction beams S,24- s°1 height is 20ft or greater."d'Er,: r = FLILINE INC. 1025 S. SEMORAN BLVD SUITE 1093 - WINTER PARK FL 3279 ` TEL (407) 679-7500 REV'S FAX (407) 679-9188 .. < E1.- FI. She 'f(Ison, P.E. pa