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HomeMy WebLinkAbout108 Somerset Oaks Ct 04-598 Pool enclosureCITY OF SANFORD'PERMIT APPLICATION Permit # : lJ ' Date: - Job Address: za ? soInex c QA ks C c]GC 127' Description of Work: 114--106cosul e Historic District: Zoning: Value of Work: 5 ? 190 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 t/ Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (9 ' 7 - 3 b. ' .5 r oc - L9 0 0 D 0 (Attach Proof of Ownership & Legal Description) Owners Name & Address: L J Contractor Name & Phone & Fax:4'0 Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: .CAQAV nFC O 2003+ Phone: Address: _ (% r /o x a /Y.3 r . %t9 ORJA, FG -5-:F 1 J , ax: 3 " 76 7- Application is hereby made to obtain a permit to do the work acid in ' ton a i dic t d ce i that no Wwork:or installation has commenced prior to the issuance of a permit and that all work will be performed:ta_tneet,-sta d 11 I on truction.in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, S W L O S ACES, 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. PAY"ENG TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the require ttten 7U l Signature of Owner/Agent Date Signature of Contractor/Agent Date \\0iilllllilfli/ 1/1fi to hys `S \,.\, \PM B. ARN Print Owner/ Agent's Name Print C ntractor/Agent's Name v ••;-WSSIONF O%Ors t _ G o bet 25 2 rOi Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID lA 9CP Signature of Notary -State of Florida DatE * : o• moo? #DD255071 o i 9 . yO a PubticUt6e;:' F !Z Contractor/Agent ID s _ Personally Known to Me orProduc APPLICATION APPROVED BY: BlalE I,. - R -a7 Zoning: Utilities: FD: w, (Initial & Date) ( Initial & Date) (Initial & Date) (Initial & Date) Special Conditions: a(1' S. 02A t fjGvsSo.t T§OTICE OF C011QviENCEM ENT Tax Folio No. Permit a. ,A,11 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, tha following information is provided in this Notice of Commencement. 2. 3. Owner information ( a. Name and address c AokLe C b. Interest in property, DWt'C c. Name and address of fee simple titleholder (if other 4. Contractor a. Name and addres/ I-GT(O hi si m v n u b. Phone number _ 467 - 5. Surety a. Name and address A3 Fax b. Phone number Fax number N_FRK of cwrnff rnlwv c. Amount of bond E b. Lender I - a. Name and address N J b. Phone number Fax number _ 7. Persons within the State of Florida designated by Owner upon wham notices or other docuznen may be serv126providedbySection713.13(l)(a j7., Plonk Statutes: ®E6 ` 1 ® a. Name and address b. Phone number In addition to himself or herself, Owner designates number Of to receive a copy of the Lienor's Notice as provided in Section 713.1.3(1)(b), Florida Statutes. a. Phone number N Fax number 9, Expiration date of notice ofcommentement. (the expiration date is I year from the e e ding unless a different date is specified) Z3 3 8 reo e Sworn to (or affirmed) and subscribed before me this (! day of All LleW.>' CIL J 3. by Personally Known __L OR Produced Identification Type of Identification Produced iguature of Not ^gfic,sdt rida Commission Expi' S: JLopY .P$'R.' CHARLES J. RAPP, JR. s=a .;; MY COMMISSION # DD 192438 a•:; EXPIRES: March 11 2007 of Fo;.•' BondedThru Notary Public Underwriters 111111 If IIII ll ail II ill if Ili if III III Ill I Ill pl Ill II In If Ill I Hl MARYANNE MORSE, CLERK OF CIRCUIT COURT SEMINOLE COUNTY BK 05128 FIG 1674 CLERK] S # 2003218872 Rl-,D)RDED 12l1012003 02:00:19 FN RECORDING FEES 6.00 RECORDED BY L McKinley p CTTY OF SANFORD PERNHT APPLICATION No.: Date: dress• R Y9 2 eT ()Ays CT 34ol-R)IQto Type:. Building Electrical Mechanical Plumbing .,.Fire Alarm/Sprinkler don; of Work: sc r ecA Additional Information for Electrical & Plumbing Permits Electrical: Addition/Alteration _Change of Service _Temporary Pole _New AMP Service (# of AMPS ) PlumbingMesidential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbiug/Commercial• Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type:Residential _Commercial — Industrial Total Sq Ftg: Value of Work: $ Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No : — (.Attach Proof of Ownership & Legal Description) 407 lo(10( Contractor/Address/Phone: A r •r-i n M r n u n^ a%q l1 'i r9 Cj t D-7- 6 V9 49 YR State License Number: Contact Person: T)'01 —Q k AJ' Phone & Fax Number:_ qO-7 _. 6YA -9cl YR If other than Owner): Mortgage Lender: Address: Architect/Engineer Phone No.: Address ' Fax No.: Application is hereby made to obtain a permit to do'the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE. TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU, INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property, that may be found in the public records of this county, and there may be additional permits, required from other governmental entities such as. water management districts, state agencies; or federal agencies. verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, FS 713. pT Date Signature of Contractor/ ent Date Print O Agent's Ng -nature of Not cHARLES J: RAPP, JR. MY cOMMISSION # DD 192438 EXPIRES: March 11, 2007 Bonded TW Notary Public UnderwrItOr5 B- A Date v ; ' M ry, GQ saber 25, s*• Print Contractor/Agent's Name of Notary -State of Florida Date Q y off. N ontractor/Agent is Produced ID t- Personally Known to Me or Date: Seminole County Property Appraiser Get Information by ParcI Number Page I of 1 PARCEL DETAIL I Back J t SQr t"' Ltil' flRil f` . d:l2lll'. 1; 10. ,1 1 I. ?'„ 1 GENERAL 2004 WORKING VALUE SUMMARY S3- SANFORD Value Method: Market Parcel Id: 0000- 30- 502- Tax District: WATERFRONT 000-0420 Number of Buildings: 0 REDVDST Depreciated Bldg Value: $0 Owner: CENTEX Exemptions: HOMES Depreciated EXFT Value: $0 Land Value (Market): $13,680 Address: 385 DOUGLAS AVE STE 2000 Land Value Ag: aCity, State,ZipCode: ALTAMONTE SPRINGS FL 32714 Just/ Market Value: $13,6$0 0 Property Address: 108 SOMERSET OAKS CT SANFORD 32771 Assessed Value (SOH): $13,680 Subdivision Name: PRESERVE AT LAKE MONROE Exempt Value: $0 Dor: 00-VACANT RESIDENTIAL Taxable Value: $13,680 2003 VALUE SUMMARY SALES 2003 Tax Bill Amount: $285 Deed Date Book Page Amount Vacllmp 2003 Taxable Value: $13,680 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 42 PRESERVE AT LAKE MONROE PB 62 LOT 0 0 1.000 13,680.00 $13,680 PGS 12 - 15 NOTE: Assessed values shown are NOT certified values and therefore are subjel t to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property t4x will be based on Just/Market value. http-// www.scpafl.org/pls/web/re_web.seminoie county_title?arcel=2219305020000O420,,., 11/6/2003 ACTION ALUMINUM PRODUCTS, INC 2698 South Orange Blossom Trail Orlando, Florida 32805 I hereby name and appoint Patty Johns to b my lawful attorney, in fact to act for me and apply to the O /Le% _Building Department for a /Jdd/ screen trA(C(u c permit to be performed at a location described as: los 'amok se 0,46 6a.2.r d T Ll L And to sign my name and do all things necessary to this appointment. SUBSCRIBED BEFORE ME THIS 3 DAY OF -Det, 2003 Notary as to Con My Commission R : o•eD . n io% #DD255071 oee blic99'.idryeonded e;• O QXI-QZ QG David Allan Johns CGC 053605 METRO ORLANDO (407) 648-9948 • Fax (407) 648-9949 • BREVARD (407) 632-0264 e VOLUSIA (904) 252-7835 SECTION 9 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" TH CK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1/4" x 1-3/4" CONCRETE SCREENED ENCLOSURES V— a a ALUMINUM FRAME SCREEN WALL CAP BRICK BRICK KNEEWALL TYPE'S' MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ANCHOR TO SLAB OR a (3) 930 BARS OR (1) 50 BAR W/ 2-1/2" COVERFOOTING ( T.YP.) BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" (3) #3 BAR CONT. OR 2 u 1 #5"13AR CONT. 2'-0" MIN. 3-1/2" (TYP. BEFORE SLOPE ALL SLABS) I-1j1111 1111 ; Iil lll.llI-III=III=III 1I1 13 rr3 BAR CONT. OR- ------------ 5 BAR CONT. a v e _ - o \• , `_ I I v ,/ a— I I III I 1 11=1 11= / _j 11— I I I a c. s" TYPE I TYPE II FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2" / 12" 2" / 12" - 1'-10" TYPE III STEEP SLOPE FOOTING 1'-101, Notes: 1. No footing required except When addressing erosion until the slab width in the direction of the primaryexceeds32ft., then a type 11 footing. is required under the load bearing wall only unless the side wall exceeds 16 ft. in height or the enclosure is in a "C" exposure catagory in which case a type II footingisrequiredforallwalls. 2. The foundations shown are based on a minimum soil bearing pressure of 1,500 PSF. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 3. The slab / foundation shall be cleared of debris and roots and compacted prior to placement ofconcrete. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or fiber mesh may be used in lieu of mesh. 5. If local building codes require a minimum footing, use type II footing or footing sections required bylocalcode. Local code govems. SLAB -FOOTING DETAILS SCALE: 3/4" 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOAVENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION I SCREENED ENCLOSURES CONNECTOR MAY BE (2) ANGLES, INTERNAL'U' CHANNEL OR EXTERNAL'U'_ 6 JCHANNELEACHSIDEOF. 0 m 6CONNECTINGBEAMWITH FQ- SCREWS (PER SECTION 9) 6 w 6 a CARRIER BEAM ISLUSEETABLE1.4) d PAIN. NUMBER S.M.S. 3/4" LONG REQUIRED IS EQUAL TO BEAM DEPTH SEE SECTION 9) PRIMARY BEAM SEE TABLE 1.1 AND/OR TABLE 1.5) EXTRUSIONS W/ INTERNAL SCREW BOSSES MAY BE CONNECTED W/ (2) r10 x 1-1/2" INTERNALLY CARRIER BEAM TO BEAM CONNECTION SCALE: 3" = V-0" ANGLE OR RECEIVING CHANNEL PRIMARY BEAM SEE TABLE 1.1 AND/OR TABLE 1.5) 1mor'; JL-:himml BEAM TO WALL CONNECTION: I\ \ 1 2) 2" x 2" x 0.060" EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL WITH MINIMUM2) 3/8" x 2" LAG SCREWS PER SIDE OR (2) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE ORMASONRYWALLADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3" ALTERNATE) (1) 1-3/4" x 1-3/4" x 1-3/4" x 1/8" INTERNAL U-CHANNEL ATTACHED TO WOOD WALL WITHMINIMUPi1 (3) 3/8" x 2" LAG SCREWS OR (3) 1/4" x 2-1/4" CONCRETE ANCHORS TO CONCRETE ORMASONRYWALLADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3" CARRIER BEAM TO WALL CONNECTION SCALE: 3" = 1'-0'` Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 3 6 NOT TO BE REPROOUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LA'NRENCE E. BENNETT, P.E. SECTION 1 I SCREENED ENCLOSURES ADDITIONAL FASTENING, NUMBER OF FASTENERS PER TABLE 1.6 & 9.5 EXCEPT ALL EXISTING 2" x 6" SHADED LOCATIONS SHALL BE SELF MATING BEAM FILLED MINIMUM OF ALL OUTER LOCATIONS #10 x 3 1/2" S.M.S. 16" O.C. 10) #3 x 1/2" S.M.S. EACH SIDE OF BEAM / POST 1" x 2" SNAP SECTIONS ATTACH TO 2" x 2" W/ f10 x 1-1/2" S. M. S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION e e e"e e e e e e e o e e e e e e e e PROPOSED 2" x 3" x 0.050" e 6 SMOOTH SIDE DOWN e 1/8" x 2-314" x 8" GUSSET EACH SIDE OF POST AND BEAM W/ 6 n8 x 1/2" S.M.S. EXISTING 2' x 4" ADDITION OF 2" x 3" TO EXISTING 2" x 6" S.M.B. SCALE: 3" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTON.% FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6S56 PAGE COPYRIGHT 2003 1-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PER -MISSION OF LAWRENCE E. BENNETT, P.E. F__ SCREENED ENCLOSURES SECTION I LAB MIN. (2) 1/4" OR 5/16" x 1-3/4" CONCRETE ANCHORS ALTERNATE CLIP: 3" ASTM A-3 PRESSED STEEL CLIP TYPICAL CABLE CONNECTION AT SLAB DETAIL -DETAIL SCALE: 3" = 1 1-0,- SELECT ANCHOR FROM TABLE 9-1A MIN. SHEAR 607# FOR 3/32" CABLE AND 902# FOR 1/8" CABLE, FOR 3/32" CABLE 5/16" x 2" CONCRETE ANCHOR W/ CABLE THIMBLE AND WASHER 3-1/2" (4" NOMINAL) SLAB (MIN.) SLAB FOR 1/8" CABLE SHALL HAVE A THICKENED EDGE TO ACHIEVE AND A 3/8" x 2" N ANCHOR 6 / 5d (MIN.) 2500 P.S.I. CONCRETE 6 x 6 - lox 10 WELDED WIRE MESH OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS FOUNDATION - ETAIL 2A SCALE: 3" = V-0,, Lawrence E. Bennett; P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTAN7 P.O. BOX 214368, SOUTH DA`/TONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-65M COPYRIGHT 2003 ._ PAGENOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLA4VRENCEE. BENNETT, P.E. 1-39 ISECTION 1 I SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) x t1-1 /2" x 8" FLAT BAR e a 125" PLATE OUT ON e 45° ANGLE 9 i T OR TURNBUCKI F FnR / e CABLE TENSION ESS STEEL (SEE TABLE) RIMETER FRAMING MEMBER TYPICAL. CABLE CONNECTIONS @ CORNER - DETAIL 1 SCALE: 3" = l'-0" A ALTERNATE: USE (1) 1/4" x 1-1/4" FENDER WASHER EACH SIDE OF FRAME MEMBER EITHER A OR B 1" x 2" x 0.125" CLIP AND (4) B MIN. (2) CLAMPS REQUIRED 10 x 3/4" S.M.S. EACH SIDE ( ) FOR CABLES ®® ® / TMP' MIN. 1/4" EYE BOLT. WELD EYE CLOSED (TYP.) ALTERNATE TOP CORNER OF CABLE CONNECTION - DETAIL 1A SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 ; 1 -38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES SECTION 1 PURLIN (TYP.) W SCREEN (TYP.) I CABLE CONNECTION SEE DETAILS SECTION 1) H GIRT (TYP.) SEE TABLE 1.3) 1 " x 2" (TYP.) GRADE CABLE CONNECTION SEE DETAILS SECTION 1) TYPICAL TRANSVERSE GABLE ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTURE RISER WALL WHERE REQUIRED I W SIZE MEMBERS PER i PURLIN (TYP.) APPROPRIATE TABLES ALUMINUM BEAM L I ' TABLE 1.1 OR 1.8) E DIAGONAL ROOF BRACING I-- SEE SCHEMATIC SECTION 1) i I H K-BRACING (OPTIONAL) I ALUMINUM COLUMNS (TYP,) I TABLE 1.3 OR 1.6) Q SCREEN (TYP.) SW PERIMETER WALLS FRAMING GIRT (TYP.) TABLE 1.3 OR 1.4) 1" x 2" (TYP.) CABLE BRACING TYPICAL TRANSVERSE GABLE ROOF ISOMETRIC SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 COPYRIGHT 2003 PAGENOTTOBEREPROOUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLA`P/RENCE E. BENNETT, P.E. 1-5 SCREENED ENCLOSURES SECTION 1 PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION SEE DETAILS SECTION 1) I/ I II ALTERNATE CABLE H Ni 71I Y SEE TABLE 1.3) 1" x 2" (TYP.) ll 11 II h 11 GRADE K-BRACING (OPTIONAL) CABLE CONNECTION GIRT (TYP.) (SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTURE ALUMINUM BEAM TABLE 1.1 OR 1.8) SIZE MEMBERS PER APPROPRIATE TABLES H K-BRACING (OPTIONAL) - GIRT TYP.) ^ SCREEN (TYP.) SW ALUMINUM COLUMNS (TYP.) TABLE 1.3 OR 1.6) PERIMETER WALLS FRAMING 1" x 2" (TYP.) (SEE TABLES 1.3 AND 1.4) TYPICAL DOME ROOF - ISOMETRIC SCALE: N.T.S. CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. RISER WALL WHERE QUIRED IRLINS (TYP.) 4GONAL ROOF BRACING EE SCHEMATIC SECTION 1) kBLE BRACING Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. "` " "" "- 3 SECTION 1 2"x4"OR2"x6" SELF MATING BEAM 1" x 2" SNAP SECTIONS ATTACHED TO 2" x 2" W/ 10 x 1-1/2" S.M.S. @ 24" O.C. OR CONTINUOUS SNAP SECTIONS OR 2" x 3" (4) SPLINE GROOVE SECTION . 1" x 2" OPEN BACK FASTENED TO'POST W/ (2) #10 x 1-1/2" S.M.S. ATTACH 2" x 2" PURLINS TO SELF MATING BEAMS W/ (2) 10 x 1-1/2" S.M.S. INTO SCREW BOSSES SCREENED ENCLOSURES s MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 2Xha PM I -- -- i 0 e6 Z,X6 e_e-M — r ALTERNATE FLAT ROOF I SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 1.6 & 9.5A OR 9.513) 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL PARTIAL LAP SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. w SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing SECTION 1 Beam Size Upright Size Minimum Purlin, Girt Knee Brace Size- Deck Anchors Notes Minimum Number of Screws'- Beam Stitching Screw @ 24" O.C. 8 x'/z" 10 x'/:" 12 x'/z" 2" x 3" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 6 4 4 2" x 4" 2" x 3" 2" x 2" x 0.044" 21, Full Lap 8 6 4 8 2" x 4" 2" x 4" 2" x 2" x 0.044" 2 .. Full Lap 8 6 4 10 2" x 5" 1 2" x 3" 2" x 2" x 0.044" 2 Full Lap 8 6 4 8 2" x 6" 2" x 3" x .044" 4 Full La 0 8 10 2" x 6" x 4" 2" x 2" x 0.044" 4 Partial Lao 10 6 10 x 7" 2" x 4" 2" x 2..x-0:044'" 4 P 1 12 2" x 8" 2" x 3" x 0.044" 6 Partial Lap 16 14 12 14 x 9" 2" x 6" 2" x 3" x 0.045" 6 Partial Lap 18 16 14 14 2" x 9'** 2" x 7" 2" x 4" x 0.050" 8 Partial Lap 20 18 16 14 2" x 10" Tx 8" 2" x 4" x 0.050" 10 Partial Laol 20 1 18 16 914 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5116" 5/8" 2" x 7" x 0.055" x 0.120" 1/16" = 0.063" 10 318" 3/4" 2" x 8" x 0.072" x 0.224" 1/8" = 0.125" 12 1/2" 1" 2" x 9" x 0.072" x 0.224" 1/8" = 0.125" 14 or 1/4" 3/4" 1.1/2" 2" x 9" x 0.082" x 0..306" 1/8" = 0.125" 5/16" 7/8" 1-3/4" 2" x 10" x 0.092" x 0.369" 1 1/4" = 0.25" 3/8" 1" 2" Refers to each side of the connection of the beam and upright and each side dT splice connection. 0.082" wall thickness, 0.310" flange thickness Note: 1. Connection of 2" x 6" to 2" x 3" shall use a full lap cut or 1/16" gusset plate. 2. All gusset plates shall be a minimum of 5052 H-32 Alloy or have a minimum yield strength of 23 ksi. 3. For beam splice connections the number of screws shown is the total for each splice with 1/2 the screws on each side of the cut. 4. The number of screws is based on the maximum allowable moment of the beam. 5. The number of deck anchors is based on RAWL R Tapper allowable load data for 2,500 psi concrete and / or equal anchors may be used. The number shown is the total use 1/2 per side. 6. Hollow splice connections can be made provided the connection is approved by the engineer. 7. If a larger than minimum upright is used the number of screws is the same for each splice with 1/2 the screws on each side of the cut. 8. All beam to upright connections for 2" x 7" beams or larger shall have an internal or external gusset plates. Gusset plates are required for mansard or gable splice connections. 9. For gusset plate connections 2" x 9" beams or larger use 3/4" long screws. 10. The side wall upright shall have a minimum beam size as shown above, ie., a 2" x 4" upright shall have a 2" x 3" beam. 11. Connect beam to upright w/ H-bar, gusset plate, or angle clips for each splice with 1/2 the screws on each side of the cut. Table 1.7 Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System 0' - 2'-0" 2" x 2" x 0.044" 2" H-Channel V Ath 3 #10 x 1/2" EACH SIDE To T-0" 2" x 3" x 0.045" 2" H-Channel With 3 #10 x 1/2" EACH SIDE To 4'-6" 2" x 4" x 0.044" x 0.12" 2" H-Channel With (4) 3/4" long screws size to be determined by beam size, see table 9.6) See Table 1.6 For Number And Size Of Screws) Note: 1. For required knee braces greater than 4'-6" contact engineer for specifications and details. 2. Cantilever beam detail shown on page 1-32 shall be used for host structure attachment when knee brace length exceeds 4'-6" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767-6556 PAGE' COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1'S9 SCREENED ENCLOSURES V' x 2" EXTRUSION ANCHOR TO CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 MIN.. 3-1/27.SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 ELDED WIRE MESH OR FIBER MESH CONCRETE SECTION 1 POST SIZE 2" x 4" M'AX SIDE WALL POST TO PLATE TO CONCRETE DETAIL 1" x 2" EXTRUSION ANCHOR SCALE: 3" 1'-0" TO CONC. W/ CONC. ANCH. 6" 2" x 2", 2" x 3" OR 2" x 4" MAX. EA. SIDE OF EA. POST HOLLOW `SECTION AND @ 24" O.C. MAX. SELECT (SEE TABLES) CONCRETE ANCHORS FROM SECTION 9 xI — MIN: (3) #10 x 1-1/2" S.M.S. INTO Y SCREW BOSSES MIN. 3-1/2" SLAB 2500 P.S.I. CONC. 6 x 6 - 10 x 10 W.W.M. OR FIBER MESH CONC. MASONRY ANCHOR @ 6" EA. SIDE OF POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 HOLLOW POST TO BASE DETAIL SCALE: 3" = 1'-0" POOL ENCLOSURE UPRIGHT TO DECK ANCHOR REQUIREMENTSGeneralNotesandSpecifications: 1. The uplift load on a pool enclosure upright is calculated as 1/2 the beam span x the beamspacingxthescreenloadof7# / Sq. Ft. EXAMPLE: FOR A 2" x 6" BEAM WITH A SPAN OF 23' AND A BEAM & UPRIGHT SPACINGOFTUSE: 1/2 x 17'-11" x Tx 10# / Sq. Ft. = 627.2# UPLIFT2. Table 1.6 of this manual uses the worst case loads for all cases. 3. In: all cases there must be a primary anchor within 6" of each side of the upright. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE (3W) 7674774 FAX (386) 767-6556 COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. , 1-45 C SCREENED ENCLOSURES I SECTION 1 Table 1.4 Allow tTGirt7 hr-B irZl Spans, Header Spans &Upright Heights F ec.ondary Screen Wall Fram) Members A m inu m 'tbq-6963 T 6 —' For scat velocity-of.120 MPH or an applied load of 14 # / sq. ft.* A cnn+;— Ac Pnctanarl Tn Pnsts With Clips Hollow Sections Tributary Load Width 3'-6' 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 6'-8" Allowable Heights'H' / bending'b' or deflection'd' 2" x 2" x 0.044" 6'-10' d 6'-6" b 6-1" b 5'-9" b 5'-6" b 5'-3" b 5'-0' b 2" x 2" x 0.055" T-3" d 6'-11" d 6'-8" b 6'-4" b 6-0" b 5'-9" b 5'-6" b 3" x 2" x 0.045" 7'-9" d 7'-5" d 7'-1" d 6-10" d 6'-7" b 6'-4" b 5'-11" b 2" x 3" x 0.045" 9'-4" b 8'-9" b 8'-3" b 7'-10" b 7'-5" b T-2" b 6'-9" b 2" x 4" x 0.050" 10'-3" b 9'-7" b 9'-0" b 8'-7" b 8'-2" b T-10' b T-5" b Snap Sections Allowable Heights'H' / bending'b' or deflection'd' 2" x 2" x 0.044" 7'-6" d 1 T-2" d 6'-11" d 1 6'-8" b 1 6'-4" b 6'-1" b 5'-9" In Hollow Sections Tributary Load Width 'W' 3' 6' 4' 4'-6" 5'-0" 5'-6" 6'-01, a Heights 'H' I bending 'b' or deflection'd' IV x 2" x 0.044" 7' 9" 3" b 10" b 6' 6" b 6'-2" b 5'-11" bl 5'-7" b 7'-5" b 7'-1" b 6'-9" b 6'-5" b 6'-1" b 3" 9'-3" b 8'-8" b 8'-2" b T-9" b 7`-5" b T-1" b 6-8" b x 3" x 0.045" 10'-5" b 9'-9" b 9'-2" b 8'-9" b 8'-4" b T-11" b T-7" b 2" ,4" x 0.050" 11'-6" b 10'-9" b 10'-1" b 9'-7" b 9'-2" b 8'-9" b 8'-4" b eti+oras_---- Allowable Heights 'H' / bending'b' or deflection'd' 2" x 2" x 0.044" 9--2" b 8'-7" b 1 8'-l" b 7'-8" bi 7'-4" b 1 T-0" b 1 6-8" b For allowable heights at wino velocities otner inan -Itu mrn, see wiivci o1w11 .a — — specifications for tables page at the beginning of this section and example below. Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Using screen panel width 'W' select girt lengths. 3. Site specific engineering required for pool enclosures over 20' in mean roof height. 4. Span is to be measured from center of beam and upright connection to fascia or wall connection. 5. Chair rails of 2" x 2" x 0.044" min. and set @ 36" in height can be considered as residential guardrails provided they are attached with min. (3) 110 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 6. Girt spacing shall not exceed 6-8". 7. Spans may be interpolated. IF HEIGHTS FOR'C' EXPOSURE CATAGORY AND/OR VIINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (386) 767.6556 PAGE j © COPYRIGHT 2003 C NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT P.E. ` ii SECTION 1 r SCREWS OR THRU-BOLTS SEE SECTION 9) 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/- CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 SCREENED ENCLOSURES POST SIZE 2" x 4" MAX MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIB MESH CONCRETE POST TO PLATE TO CONCRETE DETAIL SCALE: 3" = 1'-0 2" x 2":x 0.063" ANGLE EACH SIDE ATTACH TO POST AND CONCRETE @ LOAD BEARING — WALL W/ (2) MIN. S.M.S. (PER. SECTION 9) EACH SIDE MIN, 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 LDED WIRE MESH OR FIBER MESH CONCRETE ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIR RAILS AND PURLINS PAGE POST SIZE 2" x 4" MAX. (SEE TABLE) 1" x 2" EXTRUSION ANCHOR Ti CONCRETE W/ CONCRETE ANCHORS 6" MAX. EACH SIDE OF EACH POST AND @ 24" O.0 MAX. OR THROUGH ANGLE AND @ 24" O.C. MAX. SELECT CONCRETE ANCHORS FROM SECTION 9 ALTERNATE POST TO BEAM AND PLATE TO rr)Ki Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 SCALE: 3" = 1'-0" ETE DETAIL 1 A A © COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E,', l SECTION 1 I SCREENED ENCLOSURES L Table 1.3 Allowable Post !Upright Heights F(J macrMembersAlun*wm Alloy 6063 T-6 For 3 second wind gust at velocity of 120MiecLl_oa_d_of 1,4-# 1 sq. ft.' Hollow Sections Tributary Load Width 'W = Upright Spacing T-0" 1 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Height'H' / bending'b' or deflection 2" x 2" x 0.044" 8'-4' b T-3" b 6'-6" b 5'-11" b 5'-6" b 5'-1" b 4'-10" b 2" x 2" x 0.055" 9'-l" b T-11" b T-1" b 6'-5" b 5'-11" b 5'-7" b 5'-3" b 2" x 3" x 0.045" 1V-3" b 9'-9" b 8'-9" b T-11" b T-5" b 6'-11" b 6'-6" b 2" x 4" x 0.050" 12'-5" b 10'-9" b 9'-7" b 8'4" b 8'-1" b T-7" b T-2" b Self Mating Sections Tributary Load Width 'VY' = Upright Spacing T-0" 4'-0" 5'-0" 6'-0" -0" 8'-0" 9'-0" Allowable Height'H' / ben r deflection'd' 2" x 4" x 0.044 x 0.100" 16'-11" b 14'-8" b 13'-1" b 1 V-1 " 11'- b.-10'-4" b 9'-9" b 0" 20'-11" b 18'-1" b 16'-2" b 14'-9" b 13'-8" b 12'-10' b 12'-1" b D-50—"x_0.A20"., 24'-2" b 20'-11" b 18'-9" b 17'-1- b 15'-10" b 14'-10- b 13--11" b 2" x 7" x 0.055" x 0.120" 2T-3" b 23'-7" b 21'-1" b 19'-3" b 1T-10" b 16'-8" b 15'-9" b 2" x 7" x 0.055" w/ insert 36'-3" b 3V-4" b 28'-l' b 25'-7" b 23'-9" b 22'-2' b 20'-11' b 2" x 8" x 0.072" x 0.224" 35-2" b 30'-6" b 27'-3" b 24'-10" b 2T-0" b 21'-6" b 20'-4" b 2" x 9" x 0.072" x 0.224" 38'-2" b 33'-0" b 29'-6" b 26'.11" b 24--11" b 23'4" b 22'-0" b 2" x 9" x 0.082" x 0.310" 1 41'-10" b 36'-3" b 32'-5" b 29'-7" b 27'-5" b 1 25-8" b 24'-2" b 2" x 10" x 0.092" x 0.369" 1 50'4' b 43'-7" b 33'-11" b 35'-7" b-32'-11" b 1 30'-10" b 29'-1" b Snap Sections Tributary Load Width 'W'= U right Spacing T-0" 1 4'-0" 1 5'-0" 6'-0", 1 7'-0" 8'-0" 1 9'-0" Allowable Heigh e r eflection'd' 2" x 2" 9'-11" b 8'-7" b T-8- b 0 6=6"_ b 1' b 5'-9" b x 3" x 0.045" 12'-9" b 11'-0" b 9'-10" b 9%0" b 8' 10" b T-4" b 15%7" b 13'-6" b 12='T"---- 1 b 10'-2" b 9'-7' b 8'-11" b 26'-5" b 22'-10" b 20'-5" b 18'-8" b 17'-3" b 10'-2" b 15'-3" b 2" x 7" x 0.062" 29'-5" b 25'-5' b 22'-9" b 20'-9" b 19'-3" b 17'-11" b 1 16'-11" b For allowable heights at wind velocities other than 12o NIFIH, see conversion tame iH on ine specmcauun payu for tables at the beginning of this section and example below. Note: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be lass than 0.040'. 2. Using screen panel width select upright length 'H'. 3. Above heights do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 4. Site specific engineering required for pool enclosures over 20' in mean roof height. 5. Height is to be measured from center of beam and upright connection to fascia or wall connection. 6. Chair rails of 2" x 2" x 0.044' min. and set @ 36' in height can be considered as residential guardrails provided they are attached with min. (3) #10 x 1-1/2" S.M.S. into the screw bosses and do not exceed 8'-0" in span. 7. Heights may be interpolated. CHECK TABLE 1.6 FOR MINIMUM UPRIGHT SIZE FOR BEAMS. IF SPANS FOR 'C' EXPOSURE CATAGORY AND/OR WINDZONES OTHER THAN 120 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL32121 TELEPHONE (386) 767-4774 FAX (386) 767.6S56 PAGE g) COPYRIGHT 2003 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. RE — a SCREENED ENCLOSURES SECTION 1 2" x 2" x 0.063" PRIMARY ANGLSCREEN --- EACH SIDE V. x 2" O.B. BASE PLATE (TYP.) d' VARIES n A" SHOW 10 x C S.M.S. EACH SIDE SEE SCHEDULE NEXT PAGE) I SECONDARY 2" x (d - 2 ") x 0.063" ANGLEEACH e Q I 5d' MINIMUM EDGE DISTANCE FROM EXTERIOR OFSIDEOFCOLUMNW/ #10 COLUMN TO OUTSIDE'EDGE OF SLAB SEE SCHEDULE NEXT AGE) BOLT ' Sd DISTANCE CONCRETE ANCHOR SEE SCHEDULE NEXT a R7M a 3/8" .g•• GRADEPAGE) NOTE: DETAIL ILLUSTRATES YPICAL 2" x 4" S.til.B. COLUMN i --- 1-114" MIN. CONCRETE ANCHOR EMBEDMENT CONNECTION 2" 5d MIN.) (MIN.) SIDE VIEW SCREEN TYPICAL S.M. OR SNAP CONCRETE ANCHOR THRU SECTION COLUMN ANGLE OR WITHIN 6" OF 2) #10 x 3/4" S.M.S. EACH SIDE UPRIGHT IF INTERNAL SCREWS INTO SCREW PRIMARY 2" x 2" x 0.063" ANGLE BOSSES 1" x 2" BASE PLATE (TYP.) d v ° o ° a d I d G NOTE: SELECT CONCRETE a - ANCHOR FROM TABLE 9.1 6" (MAX.) -- 6" IMAX.) 3000 P.S.I. CONCRETE 1-1/4" MIN. CONCRETE ANCHOR EMBEDMENT MAX. SPACING 24" D.C. FOR BOTH SIDES FRONT VIEW2" x 4" OR LARGER SELF MATING p R SNAG SECTION POST TO DECK DETAILSSCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767.6556 ... COPYRIGHT 2003 PAGEOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT, P.E. _ . -- I -4 7 SCREENED ENCLOSURES I SECTION 1 Table 1.2 Allowable Spans F econdary Screen Rb-aLFrame Members Aluminum Alloy 6063 — — For Areas with Wind Loads up to 150 M.P.H. andla iTuc7 3 821'ow'3b°=30'-00"' North (Jacksonville, FL) A. -Sections Fastened To Beams With Cli s Tributary Load Width 'W Hollow Sections 3'-6" Purliri Spacing 4'-04'-6" f5'-0" 5-6 1 6'-0" 6'-8" Allowable Span 'L' I bending 'b' or deflection'd' 2" x 2" x 0.044' 7'-8" dE14- d T-0" d 6'-9" d 6'-6" b 6'-3" b 5'-11" b 2" x 2" x 0.055" 8'-1" dd T-5" d T-2" d 6'-11" d 6'-9" d 6'-6" b 3" x 2" x 0.045" 8'-8" d d T-11" d T-8" d T-5" d T-3" d 11 d 2" x:3" x 0.045" 10'-9" d d 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8"- 09'" b 2" x 4" x 0.050" 12'-2" b b 10'-8" b 10'-2" b 9'-8" b 9'-3" b to C Snap Sections Tributary Load Width 'W' = Purlin Spacing 3'- 6" 4'-0" 4--6-- Allowable Span 'L'/ bending'b' or deflection'd' 2" x 2" x 0.044 8'-5" d 8'-1" d 1 T-9" d T-6" d 7'-3" d 7'-0" d j 6'-9" d 2" x 3" x 0.045" 11'-7" d 11'-1" d 10'-8" d 10' 4" d 9'-11" b 9'-6" b j9'-0" b 2" x 4" x 0.045" 14'-8" d 14'-0" d 13'-6" d 12'-9" b 12'-2" b 11'-8" b 11'-1" b Hollow Sections Tributary Load Width 'VV' = Purlin Spacing 3'- 6" 4'-0" 4'-6" 5'-0" 5'-6" Allowable Span 'L'/ bending'b' or deflection'd' 2" x 2" x 0.0 " 9'-2" b 8'-7" b 8'-1" b T-8" b` T-4" b 6'-11" b 6-7" b x 0.055" 9'-11" b 9'-4" b 8'-10" b 8'-4" b. T-11" b 7'4"=8'- 11" b 2" x 3" x 0.050'. 12'-4" b 11'-7" b 10'-11" b 10'-4" b 9'-10" b 9'-5" V." x 4" x 0.050" 13'-7" b 12'-B" b 11'-11" b 11'-4" ' b 10'-10" b 10'-4"b Tributary Load Width 'W' = Purlin Spacing Snap Sections T-6" 4'-0" 4'-6" 1 5'-0" 5'-6..1 6'-0" 1 6'-8" Allowable Span 'L' I bending'b' or deflection'd' 2" x 2" x 0.044" 10'-11" b 10'-2" b 9'-7" b 1 9'-1" b 1 8'-8" b F 8'-4" b 1 7'-11" b Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. Spans are based on a minimum of 104 / Sq. Ft. for up to a 150 M.P.H. wind load.3. Span is measured from center of beam and upright connection to fascia or wall connection. 3. Span is measured from center of beam and upright connection to fascia or wall connection. 4. Purlin spacing shall not exceed 6'-8". For beam spans greater than 40'-0" the beam at the center pudin and one pudin for each 14'-0" on each side of the center purlin shall include lateral bracing as shown in detail- 48'- 0") span with purlins at 6'- 6" o.c. center purlin and (2) purlins each side of center purlin need lateral bracing. 5. Spans may be interpolated. CHECK TABLE 1.6 FOR MINISIUM UPRIGHT SIZE FOR BEAMS. Example: Max.' L' for 2" x 4" x 0.050" hollow section fastened to beam with clips with 'W' = 5'-0" = 10'-2" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE ( 326) 767-4774 FAX ( 386) 767-6556 I PAGE COPYRIGHT 2003 1-55 NOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT. P.E. i i SECTION 1 SCREENED ENCLOSURES BEAM -SCREEN I w cn i ROOF a 2 0, Ill W FooeeQ T eENGTH HOST STRUCTURE ROOFING 2) 2" LAG SCREWS (SEE SECTION:9 FOR SCREW SIZES) STRAP LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-20 2" x 2" x 0.062" ANGLE EACH SIDE (3) EACH #8 S.M.S. EACH LEG INTO POST BEAM CAP (SEE PAGE 1-20) _ 0.05" H-CHANNEL OR GUSSE' COMPOSITE 2 x 3 EAVE RAIL F POST TO BEAM FASTENING SEE TABLE 1.6) SCREEN MAY FACE IN OR OUT) REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) ATTACHED NO MORE THAN 6" ABOVE TOP OF GUTTER O Lu cn SOFFIT OPTIONAL 3/8" LAG SCREW I MAX. DISTANCE TOAND3/4" FERRULE HOST STRUCTURE FASCIA AND SUB -FASCIA WALL 24" WITHOUT - SITE SPECIFIC ENGINEERING IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM SUPER OR EXTRUDED GUTTER CONNECTION DETAILS RISER (R TRANSOM) WALL na FASCIA DETAIL R SCALE: 3" Lawrence E. Bennett, P.E. CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368. SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003.. 1-28 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OFAWMNCE E. BENNETT, P.E. SECTION 1 ON SCREENED ENCLOSURES Table 1.1 Allowable Spa T 6 or Primary Screen Roof FT e Members Aluminum Alloy 6 - For Areas with Wind Loads up to 150 M.P.H. and Latitudes Below 30°-30'-00 North (Jacksonville, FL) Hollow Sections Tributary Load Width 'V'• = Beam Spacing 3'-0" 1 4'-0",. 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 9'-0" Allowable Span'L' / bending'b' or deflection'd' 2" x 2" x 0.044" 9'-10" b 8'-7' b 7'-8" b 6'-11" b 6'-6" b 6%1" b 5'-8" b 2" x 2" x 0.055" 10'-9' b 4" b 7'-7" b 7'-1" b 6'-7" b 6'-3" b 2" x 3" x 0.045',, 13'-4" b 1'-4" b b 9'-5" b 8'-9" b 8'-2" b 7'-8" b 2" x 4" x 0.050" 14'-8" b 1-4" b 10'-4" b 9'-7" b I Self Mating Sections Tributary Load Width 'W' - eam Spaa 3'-0" 4'4" 5'-0" 6'-0" 7'-0" 8'-0" 9'-0" Allowable Span 'L' / ben cti.on 'd' 2" x 4" x 0. x-0A-O0" 19'-11- b 17'-4' b 15'-6" b 14'-2" b 13'-1" b 12'-3" b 1 V-6" b x 0.050" x 0.100" 9" b 21'-5" b 19'-2" b 17'-6" 16'-2" b 5'-2" b 14'-3" b 2" x 6" xJ.050" x 0.120" 2 "-7" b 24'-9" b 22'-2" b 20'-3" 18'-9" b 6" b 16'-6" b 2" x 7 0.055" :420=------- 32'-3' In 27'-11" b 24'-11' b 22'-9" 19'-9" b 18'-7" b x "x ert 42'-10' b 37'-1' b 33'-2" b 30'-4" b 28'-1" b 26'-3" b 24'-9" b 2" x 8" x 0.072" x 0.224" 41'-7" b 36'-1" b 32'-3" b 29'-5" b 27'-3" b 25-6- b 24'-0" b 2" x 9" x 0.072" x 0.224" 45'-l" b 39'-l" b 34'-11" b 31'-11" b 29'-6" b 27'-8' b 26'-1" b 2" x 9" x 0.082" x 0.310" 49'-6" b 42'-11" b 38'-4" b 35'-0" b 32'-5" b 30'-4" b 28'-7" b 2" x 10" x 0.092" x 0.369" 59'-6" b 51'-7" b 1 46'-l" b 42'-1" b 38'-11" bj 36'-5" b Snap Sections Tributary Load Width 'W' = Beam Spacing 3'-0" 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044" 11'-9" b 10'-2" b 9'-l" b 8'-4" b 7'-8" b 7'-2" b 6'-9" b 2" x 3" x 0.045" 15'-l" b 13'-1" b 11'-8" b 10'-8" b 9'-10" b 9'-3" b 8'-8" b 2" x 4" x 0.045" 18'-5" b 16-11" b 14'-3" b 13'-0" b 12'-1" b 11'-3" b 10'-8" b 2" x 6" x 0.062" 31'-3" b 27'-1" b 24'-2" b 22'-1" b 20'-5" b 19'-2' b 18'-0" b 2" x 7" x 0.062" 34'-9" b 30'-1" b 26'-11" b 24'-7" b 22'-9" b 21'-3" b 20'-1" b Notes: 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040". 2. The structures designed using this section shall be limited to a maximum combined span and upright height of 55' and a maximum upright height of 20'. Structures larger than these limits shall have site specific engineering. 3. Spans are based on a minimum of 107 / Sq. Ft. for up to a 150 M.P.H. wind load. 4. Span is measured from center of beam and upright connection to fascia or wall connection. 5. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 6. Purlin spacing shall not exceed 6'- 8" . For beam spans greater than 40'-0" the beam at the center puriin and one puriin for each 14'-0" on each side of the center purlin shall include lateral bracing as sho,r;n in detail (48'-0') span with purlins at 6'- 8" o.c. center puriin and (2) puriins each side of center puriin need lateral bracing. Example: Max. 'L' for 2" x 4" x 0.050" hollow section with 'W' = 5'-0" = 11'-4" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767r4774 FAX (386) 767-6556 PAGE 1-54 COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E.' 2 CC; Lawrence E. Bennett Civil Engineer & Development -Consultant P.O. Box 214368 South Daytona, Fl 32121- 386;767-4774 386-767-6556 fax January 01, 2003 TO ALIT BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master,File Engineering Dear Building Official, This is to certify that the following contractor is hereby authorized to use my current "Aluminum Structures Design Manual" for the year 2003. David A. Johns Action Aluminum Products, Inc. 2698 South Orange Blossom Tr. Orlando FL 32805 2 M oP,) Q v A PLAT OF SURVEY DESCRIPTION: (AS FURNISHED) LOT 42, PRESERVE AT LAKE MONROE AS RECORDED IN PLAT BOOK 62, PAGES 12-15 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA PREP PGA PPG MEN . N66 p Ft. So. i i I D I' 30' ` GRAPHIC SCALE \` fTr 0 IS 30 00 N fo o_ PA\pNO gppRO t,° ti9 41, LOT 43 6 ` 5d lO 6=47'14'32" L=41.23' R=50.00' CB=S40'50'21 "W C= 40.07' LOT 41 06=12'16'59" R=25.00' L= 5.36' CB=S23'21'35"W C=5.35' ooN , 2O 1 RP i / PT TQ 5606 E CERTIFIED TO AND FOR THE EXCLUSIVE USE OF: COMMERCE TITLE COMPANY COMMERCE TITLE INSURANCE COMPANY d}`,L} J }1 CpJ R- CTX MORTGAGE COMPANY, LLCCjO c"i NOTE: I. PROPERTY CORNERS SHOWN HEREON WERE OP FJ A{ SET/FOUND ON 8-20-03, UNLESS OTHERWISE SHOWN. h° LEGEND 2. THE SURVEYOR HAS NOT ABSTRACTED THE O F. S LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY BUILDING SETBACK LINE CENTERLINE FND NAIL AND DISC LB 168 (8/20/03) AFFECT THE TITLE OR USE OF THE LAND. / pC3. NO UNDERGROUND IMPROVEMENTS HAVE BEEN 131. 4 RIGHT OF WAY LINE EXISTING ELEVATION 0 SET 1/2-IRON ROD AND CAP LS #6393 (8120103) LOCATED EXCEPT AS SHOWN. CONCRETE CNn p CORNER NOT ACCESSIBLE DENOTES DELTA ANGLE 4. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 5. ALL INTERIOR DIMENSIONS WERE VERIFIED IN THE FIELD AND SHOWN UPON THIS DRAWING. 6. THIS IS AN AS -BUILT SURVEY DELINEATING CONSTRUCTED IMPROVEMENTS ONLY AND COMPLIES WITH SECTION 61G17-6.005 OF THE FLORIDA ADMINISTRATIVE CODE FOR AN AS -BUILT SURVEY. 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 LIE IN ZONE X, AREA OUTSIDE 100 YEAR FLOOD PLANE ELEVATIONS SHOWN HEREON ARE BASED ON SEMINOLE COUNTY VERTICAL CONTROL AS FURNISIIEO. BEARINGS SHOWN HEREON ARE BASED ON THE NORTHEASTERLY LINE OF LOT 42 BEING S 25'32'23" E PER PLAT FIELD DATE:) 8-20-03 REVISED: SCALE: 1 = 30 FEET APPROVED BY: SJ LB LAND SURVEYING BUSINESS LS LAND SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD CS CONCRETE SLAB C CHORD LENGTH PK PARKER KALON R RADIUS POC POINT OF CURVE AMERICAN SURVEYING & MAPPING CERTIFICATION OF AUINOR11ATION NUMBER LBy6393 320 EAST SOUTH STREET, SUITE 180 ORLANDO, FLORIDA 32801 (407) 426- 79 79 L DENOTES ARC LENGTH C.D. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE PI DENOTES POINT OF INTERSECTION PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL A/C AIR CONDITIONER CSW CONCRETE BLOCK WALL RP RADIUS POINT CHU OVERHEAD UTILITY LINE ID IDENTIFICATION POL POINT ON LINE PCC POINT OF COMPOUND CURVE I HEREBY CERTIFY, THAT THIS SURVEY, SUBJECT TO THE SURVEYOR'S NOTES CONTAINED HEREON MEETS THE APPLICABLE MINIMUM TECHNICAL STANDARDS" SET FORTII BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER GIG17-6, FLORIDA ADMINISTRATIVE CODE PURSUANT TO CHAPTER 472.027. FLORIDA STATUTES, a-2-03 JOB NO. ASM39656 DRAWN BY: IORMDOARD 9-11-03 CKU LOT PUN 07/28/03 SDO MOMRRAl11/I li M R. Aj1SCAlELL0JR. Y3SM#02ti DA t ........................... ............................................................................................................. ................................................................................................................................................................................................................................ NameCENTEX POOLS & SPAS JOB No,PRMON042 Address 108 SOMERSET AKS COURT citylSANFORD Subd i v i s i on, PRESERVE R LAKE MONROE 8/- 0# 81-0# 1 X-2 11 X 2 11 X 2 0 0 2 X 31 F2 —X —31 tD 0 0 X lwIx x x X 10ix lx X EX Dn) R) j CEO 2 X 3 12 X 3 12 X 3 it10 D 72— X72 Fl X 2 8/- 0# 35' -0# 81-0# 1 x 12 CD 0, co 7/ 0#-7/ per 7/ -0#-7/ 0#-7/ 0#- IV F ip-Lr PnnRk, uR% F by-- UN CtV""j 0