Loading...
HomeMy WebLinkAbout204 Magnolia Park Ter1. r CITY OF SANFORD PERMIT APPLICATION f Permit # : - S W J / Date: 1 C,0X YV"i \ 1l ` /A Job Adams,: abL' V\ t _'Yr Description of Work: Historic District: Zoning: Value of Work: S N * Permit Type: Building _)L 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 1 Commercial Industrial Total Square Footage: / D Construction Type: A'ryA # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: al- Contractor Name & Address: Attach Proof of Ownership n,_ /-%\-. /i Phone: n) arh 1- 3;?_Tl State License Number: O,VIU lJ C)i 1a _ Phone & Fax: 7, -39)_ ra3,0ontact Person: 1_ _Phone: L pt a ' LiG?j Bonding Company: Address: Mortgage Lender: Address: q try ,.yf . -....- Architect/Engineer: N Aa1iliull t et,f%y } i , Nt1 Phone: l4i—,17-01 -f "11' Address: P b Li Faz:" a Urk' LJ -- 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 law; n'.rtulanng construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUurP,'i ING 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,peNit is verificat i0 t tat I will notify the owner o f1he property of the requirements of Florida Low.6aw, FS 713, 05Av. gdature ofOwner/Agent Date Signature o Contractor/Aeen Date P nt 0 n r/Agent's Na a Pr t C actor Agent' Name a Jr ` 5 Si' a re of N -State of Florida Date Sig re of ary- tale of Florida Date r''`f TMfeny L NOtktdski 4W "V Thy L Wkulski Owner/Agent is ll Personalli4 >3 tTft my Commission DD361288 Produced l0 Warnisslon D=1280 Contractor/Agent is Personally Krug tte or or n Expires October 10, 2008 Produced (D ou h Expires October 10, 2008 APPLICATION APPROVED BY: Bldg: Special Conditions: Zoning: Utilities: Initial & Date) ( Initial & Date) (Initial & Date) J F D: Initial & Date) 1 y897 LLMITED POWER OF ATTORNEY Date: `-- I hereby name and appoint of to be my lawful attorneN in fact to act for me and apply to (c) for a t ' 1 permit for work to be performed at a locatdon described as: Section Township Range Lot Block Subdivision d Lt Yn"% ryoj; A P iILA tL Address of Job) C0 -Z'Yb - Z dy M k `i,ol owner of Property and Address). and to sign my name and do all things necessary to this appointment. Type or Print name bf Certified Contractor and License #) Signature of Acknowledged: Sworn to and subscribed before me this LA Day of ar .. AD. 1 Notary Public, State of Florida tt Seal) r-nj My Commission Expires: T i yr. _ O ^ CITY OF SANFORD PERMIT APPLICATION :,.... f PermIf# : `-' lJ Date: Job Address: a;U rC TVr V'fN f .k—" ..i list Q 1 U WJ Description of Work: A,&4% HIstoric District: ZonIng: t2thAXW Value of Work: S Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool isw 01"d , Electrical: New Service — # of AMPS Addition/Alteration Change of Service W% Temporary Pole Mechanical: esidential Non -Residential Replacement New (Duct -Layout & Energy Calc, Required) Plumbing/ New Commercial: # of Fixtures0lb # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets' Plumbing Repair — Residential or Commercial Occupancy Type: Residential A Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otber than X) Parcel #: -a z 61 v "Jf ( f~ " (Attach Proof of Ownership &Legal Descr(ption) Owners Name & Address: 'r7 itt% i)>Vt0 tk UgC_'JV' ca'p rill -AQ PW J W a PIN VOZ/ XA4'— Phone: % -1p" J 23— % Y373 Contractor Name & Address: tN11)" t -? Phone & Fax44 6 7 -,3z,aj-1144' Bonding Company: jddress: N) t Mortgage Lender Address: A; Architect/En sneer: / + J Address: r" 21 7 n: 05,1 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. 114 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 rt.nula ne construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YUUu ; % ING 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 per it is verification that I will notify the owner of the property of the requirements of Florida Lien Law S 13 r' 2_4J Signatur of Owner/Agent Date Signature o Contractor/Agent Date Print wnedAge 's Name j tl C PlacIUA or' kger s)N me _ 3 VdY ' eay-StaeofFlonda QSignate f N cut te of Florida Date Owner/Agent is _ X Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg laVim. 2 2I657zoning: A% - (Initial AiVate) Special Conditions: P TO" L Miktaski My Commission DD381286 a Expires Octooes ; )o08 2 Contractor/Agent is Personally Known to Me or Produced ( D Initial & Date) Utilities: FD: I :;i0 atT L I &Date) r My Commission DD361286 MW _ k% Tiffany L fttdski 2008 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ARCEL DEI"AIL. 0"m JOHpasoN, CFA, ABA PROPERTY APPRAISER SEMINOLE OOUNTY FL 1101 E. FIRST BT SANFORD, FL 32771-1468 7506 2005 WORKING VALUE SUMMARY GENERAL Value Method: Market 18-20-31- 507-0000 Number of Buildings: 1 TS1 SANFORD Parcel Id: 0280 axDistrict: Depreciated Bldg Value: $164, 262 Owner: COOPER ANTONIO R & Exemptions: 00- PRISCILLA HOMESTEAD Depreciated EXFT Value: $0 Land Value (Market): $31, 000 Address: 204 MAGNOLIA PARK TRL Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32773 Just/Market Value: $195,262 Property Address: 204 MAGNOLIA PARK TRL SANFORD 32773 Assessed Value (SOH): $195,262 Subdivision Name: MAGNOLIA PARK Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $170,262 Tax Estimator 2004 VALUE SUMMARY SALES Tax Amount(without SOH): $635 Deed Date Book Page Amount Vac/Imp 2004 Tax Bill Amount: $635 WARRANTY DEED 07/2004 05420 1691 $255,800 Improved Save Our Homes (SOH) Savings: $0 WARRANTY DEED 02/2004 05240 2000 $94,500 Vacant 2004 Taxable Value: $31,000 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 28 MAGNOLIA PARK PB 63 PGS 54 - 59 LOT 0 0 1. 000 31,000.00 $31,000 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2004 13 1,520 4,311 3,445 CB/STUCCO FINISH $164,262 $165,087 Appendage / Sgft OPEN PORCH FINISHED / 216 Appendage / Sgft GARAGE FINISHED / 520 Appendage / Sgft OPEN PORCH FINISHED / 130 Appendage / Sgft UPPER STORY FINISHED / 1925 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl.org/ pls/web/re_web. seminole_county_title?parcel=l 8203150700000280&... 3/ 1 /2005 111897 LEHTED POWER OF ATTORNEY I hereby name and appoint nu of ) nn 1 to be my lawful attomes in fact to act for me and apply to for z a eimit for work to be performed at a location described as: Section Township Range Lot az Block Subdivision monn i i% 2LLA Vi a Ofs ') D C P—rOwner of Property and Address) and to sign my name and do all things necessary to this appointment 7 V y,,y1 _p0do L4 0 Roo S,) q , n( Type or Print namle ofrertfied Contractor and License #) signature of C ed Con ctor) Acknowledged: Sworn to and subscribed before me this Day of A-D. Notary Public, State of Florida Seal) My Commission Expires - Tiffany L NHkulski My Commission 1288 40 Expires October t 0, 2008 i_0/2©©A 13:58 407-850-68?1 SIGNATURE POOLS PAG I MARYANNE MORSE, CLERK OF CIRCUIT CC SEMINOLE CouNTY e BK 05459 FIG; 1 085 CLERK'S # 2004146814 RF:1)100 ii W018 h3:50 54 PM REMRAING FEES Iam REWRI)ED HIV L McKinley Permh F+Itt Taff Parcel f4umber NOTICE OF COMMENCEMENT l Of FloridaPrepared by: Byron Maddox for Signature Pools, Inc. n$ 23181 Homewood Drivecavmky. . Orlagido, Fl 31809 Th . UNOERSI(INECI hereby give* nvfieeb t iimproveamant will be made to certain reel property, and in ri tlOei 14titlh +Ghapt t"?33, Flaai+riA Sett as, they following inforMation is provided in'this Notice of Commencement 171, r'2'—zCriptian of Property: IQj'i_-11 Yyml , 'O)OU- R A9- -tt- EO. G,3 l f'i . -*Z4 u fA ferag s rlaexripll att nlihe! proparey, and rc+ae addnma tr ova 1 p-f 2. General description of impmmernent: IN UND SWININ 1'Vmer information: Flame and address 1 . Interest in property f". Name and addre= of fee S to tltletta Ir11 Contractor: (name and adore/ i r ii a, Phone number (AlOZ1859. 36 i i sursty: a. oNtf, and address b. P"hona number mount of bond $ .gtl L `ondsr. dame and address a. phone number t L T. Pomona within thee: State W Florida deaignaftd may be served as provieted by ae tion 713_1)1 Name and atfdresss Phone number i Q 4,11CRIWn to,himsew, Owner designates x.-avirled in Section 713.130)(b), Flarl+da 5t expiration dater of Notice of Com meneerne uetl®ss a Wifewt date spsa}e led) ign r$(of hh ner tb F,*tom 1' i.fii { ___(• Tl`_%fN_lA. r ,1 end stAbScrribed before rate* this daj by 2ri1t a t'ype 01 ID) ae Id tL.- ENCLOSURE c fit other than awnerj POOL & n R. p 11. a^ e by Owner upon whom notices or other 1)(a)T., FWda Statutes: recelve a copy of the Lier oes "ice a& expiration date is I yea t Imm the date of retarding t AW114 Ptin t Name of Owner a: JE NEFtoispers*n N kn pu ta tiod md QIE*ku aM9/2= s efttfficatlon, 0. 0. BMW OWU teryoo)e 4294• la t SADNF'ORD ALUNI1NUm PRODUCTS, INC, JobJ Ghe G oD No, 3 _.. ......_...... _ ._....DAT's 133VY 1 D..._......_.._, E J08 E ADOAPS.'. //Jh/A fr /Jr O_/GL>.U._.._,j..J....—...—....._...... SFoot i° G2 08TYY..... G... .. ..... . DOORS. GU1• IAS../`.Z...— %7 ' .f5.tf.y F' j. CHAIR RAIL HT,.•% ••-••!?k.3..... Aix '... AD CHO9.....}±_......_.COWA Roo M<<%IZNT 3•.G/J;IeGd•• Bmm . w .._. lDY.,•_ Bm• X e DIAGRAM o Cols . Qpo j.ZE p D( Ln ,i"' • r 2 ; z z= 4dtr, y6 01)•. N k1r) so I K—. 3 K3 O K-3 O X3 K O ) I 13 SANFORD ALUMINUM PRODUCTS, INC, r N oJosNAm1., Si6iv_f e o s o%Jc' 0 B A_DDRYsz 6 iv a . A Tr.....` r w Fol ShopFS_..._._............._ _.._....\_. a Foot Gc t) Jos TY Y.......... DGOR3......._......_ _ G u, , iRs.- ......................- _.._..__.._._._ _ F. o 1 CHAIR RAIL HT.... ol: . Aix C>tORDs.. `-.--.CDLOA Roor,C'rq Osn%._..,.. G NAi2 Co q.. Bcun SIDYS,. Brn, XDIAGRAM Colsgo 0 81 a 2 8 ?9 8fl 80 )9 72 T ` M ans 8 ASS 8a MKS 8 . 2Xs 81 8 c axs 11 axe % 63 96 63 IXa. ar y lx 3 5' M\p,o , ) \•ao nip° `I ,ao 386 I 3 13 39 l6 l )0 1 70 ?0 a I. I i0 l 20 1 133 79 8 ; tl y a'XL) ,tk X`I IX 1 I. SCREENED ENCLOSURES SECTION 1. W PURLINS (TYP.) SCREEN (TYP.) CABLE CONNECTION SEE DETAILS SECTION 1) H ALTERNATE CABLE SEE TABLE 1.3) 1" x 2" (TYP.) 77 GRADE K-BRACING (OPTIONAL) _ CABLE CONNECTION GIRT (TYP.) SEE DETAILS SECTION 1) TYPICAL DOME ROOF - ELEVATION SCALE: N.T.S. EXISTING STRUCTURE RISER WALL WHERE ALUMINUM BEAM _ W REQUIRED TABLE 1.1 OR 1.8) PURLINS (TYP.) L SIZE MEMBERS PER DIAGONAL ROOF BRACING APPROPRIATE TABLES SEE SCHEMATIC SECTION 1.). CABLE BRACING 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 Lawrence E. Bennett, P.E. FL # 1.6644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-3 SECTION 1 2"x4"OR.2"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 . MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) SQL-E-E-T-F4S-TEE SIZE, NUMBER AND PATTERN SEE TABLE 1.6 & 9.5A OR 9.5B) 0 2" x 3" HOLLOW OR SNAP SECTION SLOPING BEAM TO UPRIGHT CONNECTION DETAIL (PARTIAL LAP) SCALE: 3 1'-0": - Lawrence E. Bennett, P.E. FL #,16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4T74 FAX: (386) 767.6556 PAGE p © COPYRIGHT 2004 1 'O NOT TO BE REPRODUCED IN WHOLE 0R 1N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREENED ENCLOSURES SECTION 1 STRAP SUPER OR EXTRUDED GUTTER HOST STRUCTURE SPACING / 2 * SPACING / 2 SPACING / 2 * SPACING 12 BEAM SET SPACING BEAM SET SPACING STRAP LOCATION FOR SUPER OR EXTRUDED GUTTER REINFORCEMENT SCALE: 3/8" = 1'_0" 2"x_"x0.050"STRAP @ EACH BEAM CONNECTION AND @ 1/2 BEAM SPACING W/ 2) S.M.S. PER STRAP SEE SECTION 9) ALTERNATE 2" S.M.S. OR LAG SCREWS TRANSOM (SEE SECTION 9) UPRIGHT SUPER OR EXTRUDED GUTTER ANGLE OR RECEIVING CHANNEL (SEE SECTION 9 FOR DETAILS) SELF MATING BEAM SIZE VARIES) MAX. DISTANCE FROM FASCIA BEAM CAP TO HOST STRUCTURE WALL 24" WITHOUT SITE SPECIFIC SCREW PATTERNS MAY VARY ENGINEERING SEE TABLES OR NOTES FOR SIZE AND NUMBER OF SCREWS) SELF MATING BEAM CONNECTION TO SUPER OR EXTRUDED GUTTER SCALE: 3" = 1'_0, Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.65M g) COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-21 SECTION 1 SCREENED ENCLOSURES uiJ U) J Z LU Q Q 2> 2 x 6 BEAM - SCREEN ROOF w V)= 45' t LENGTI')kDF KNEE BRACE 2) 2" SCREWS SEE SECTION 9 FOR SIZES) 2" STRAP - LOCATE AND FASTEN PER STRAP LOCATION DETAIL PAGE 1-21 REQUIRED KNEE BRACE MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) KNEE BRACE ATTACHMENT 6" ABOVE TOP OF GUTTER MAX.) 2" x 2" ANGLE WITH (4) S.M.S. SEE SECTION 9 FOR SCREW SIZES) EACH SIDE TO BEAM TO SUPER OR EXTRUDED GUTTER FASCIA AND SUB -FASCIA COMPOSITE 2" x 3" EAVE GIRT SCREW SIZE SEE TABLE 1.6) POST SEE TABLE 1.3) SCREEN MAY FACE IN OR OUT) IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS R t SUPER OR EXTRUDED GUTTER SOFFIT MAX. DISTANCE TO HOST STRUCTURE 24" WITHOUT SITE SPECIFIC ENGINEERING SUPER OR EXTRUDED GUTTER RISER (OR TRANSOM) WALL AT FASCIA - DETAIL 2 SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-65M PAGE 1 -26 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 CONNECTOR MAY BE (2) EXTRUSIONS W/ INTERNAL ANGLES, INTERNAL'U' SCREW BOSSES MAY BE CHANNEL OR EXTERNAL'U' CONNECTED W/ (3) #10 x 1-1/2" CHANNEL EACH SIDE OF INTERNALLY CONN_ECTING BEAM W/ SCREWS (PER SECTION 9) w CARRIER BEAM - H Q SEE TABLE 1.5) wLlio MINIMUM NUMBER S.M.S. 3/4" LONG REQUIRED EQUAL TO BEAM DEPTH SEE SECTION 9) PRIMARY BEAM SEE TABLE 1.1 OR 1.8) CARRIER BEAM TO BEAM CONNECTION DETAIL SCALE: 3" = 1'-O" ' ---"—. BEAM TO WALL CONNECTI N: 2) 2„ x 2" x 0.060" EXTERNALLY MOUNTED ALTERNATE: \ ANGLES ATTACHED TO WOOD 1" x 2", 1" x 3" OR 2" x 2" FRAME WALL W/ MIN. (2) 3/8" x ATTACHED TO WALL W/ #10 x 2" LAG SCREWS PER SIDE OR 2" S.M.S. @ 16" O.C. TO CONCRETE W/ (2) 1/4" x 2-1/4" ANCHORS OR MASONRY L ® WALL ADD (1) ANCHOR PER HOST STRUCTURE MASONRY. J - SIDE FOR EACH INCH OF BEAM Co DEPTH LARGER THAN 3" OR FRAMED WALL F- Q SELECT FASTENERS FROM w F p C ® ALTERNATE CONNECTION: SECTION 9TABLES) w n ® ( 1) 1-3/4" x 1-3/4" x 1-3/4" x 1 /8" INTERNAL U-CHANNEL ATTACHED TO WOOD FRAME WALL W/ MIN. (3) 3/8" x 2" LAG PRIMARY OR MISC. FRAMING SCREWS OR TO -CONCRETE BEAM ( SIZE PER TABLES) OR MASONRY WALL W/ (3) 1/4" ANGLE OR RECEIVING x 2-1/4" ANCHORS OR ADD (1) CHANNEL ANCHOR PER SIDE FOR EACH/ INCH OF BEAM DEPTH LARGER THAN 3" BEAM TO WALL. CONNECTION DETAIL SCALE: 3" = t'-0' Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT - P. O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: ( 386) 767.4774 FAX: ( 386) 767-6556 PAGE COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -3 / SECTION 1 1 SCREENED ENCLOSURES CABLE BRACING General Notes and Specifications: 1) The following shall apply to the installation of cables as additional bracing to DIAGONAL bracing for pool enclosures: a) FRONT WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER I TOTAL ALLOWABLE WALL AREA 1/8" 1 445 Sq. Ft. / PAIR OF CABLES TOTAL WALL AREA = 100% OF FRONT WALL + 50% OF ONE SIDE WALL EXAMPLE: FRONT WALL AREA @ 100% (8' x 32') = 256 Sq. Ft. SIDE WALL AREA @ 50% (8' x 20') = 80 Sq. Ft. TOTAL WALL AREA = 336 Sq. Ft. 233 Sq. Ft. x 2 sets = 466 Sq. Ft. > 336 Sq. Ft.; thus two sets of 3/32" cables is required. b) SIDE WALL CABLES - 7 x 7 OR 7 x 19 STAINLESS STEEL CABLE DIAMETER SIDE WALL CABLE ** 3/32" Ft. OF WA 1/8" ONE PER 445 Sq. Ft.•OF WALL SIDE WALL CABLES ARE NOT REQUIRED FOR SIDE WALLS LESS THAN 233 Sq. Ft. c) To calculate the required pair of cables for free standing pool enclosures use 100 % of each wall area & 50% of the area of one adjacent wall. NOTES: 1. Where wall height is such that a girt is required between the top or eave rail and the chair rail, (i.e. a mid -rise girt), then the front wall shall have two cable pairs and they shall be attached to the top rail and the mid -rise rail. If more than one additional girt is required between the top or eave rail and the chair rail, then there shall be an additional front wall cable pair at that girt also. 2. Side walls do not require cables until the side wall area is greater than 233 Sq. Ft.. The side wall cable may be attached at the mid -rise girt or the top rail. I 3. Standard rounding off rules apply. ie: if the number of cables calculated is less than 2.5 pairs use two cables; if the number of cables calculated is 2.5 pairs or greater use 3 pairs of cables. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-65M PAGE @ COPYRIGHT 2004 1 -40 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E. 1 I SCREENED ENCLOSURES SECTION 1 1 STAINLESS STEEL CABLE CABLE CLAMP SEE TABLE) NOTE: SEE PAGE 1-41 FOR NUMBER OF CABLES REQUIRED 125" ANGLE 1/2" CONCRETE MIN.) DISTANCE FROM EDGE OF SLAB = 5(D) OF SCREW ALTERNATE CABLE CONNECTION AT SLAB DETAIL - DETAIL 2B SCALE: 3" = 1'-0" SELECT ANCHOR FROM TABLE 9-1, MIN, SHEAR 607# FOR 3/32" CABLE AND 594#`FOR 1/8" CABLE, FOR 3/32" CABLE (1) 2' 1/4" x 1-1/2" CONCRETE ANCHOR (MIN.) @ 5d MIN. 1/2" (6" NOMINAL) SLAB (MIN.) 5d (MIN.) u S 5d ( N.) 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH -OR FIBER MESH CONCRETE ALTERNATE CABLE CONNECTIONS AT FOUNDATION - DETAIL 2C SCALE: 3" 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER • DEVELOPMENT CONSULTANT P.O. BOX 214366,,SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -43 SECTION", SCREENED ENCLOSURES i Table 1.1 Allowable Spans for Primary Screen. Roof Frame MembersAluminumAlloy6063T-6 For Areas with Wind Loads up to 150M.P.H. and Latitudes Below 30••30'-00" North (Jacksonville, FL) I Hollow Sections 2x 2'" x 0.044 2" x 2" x 0.055" 2" x 3" x 0.045" 2" x 4" x 0.050" Tributary Load Width 'W' = Beam Spacing 3'-0" 4'•0" 5'-0" 6'•0" 7' 0" Allowable $pan' L' / bending'b' or deflection V, 9' 10' b 8'•7" b ; 7'-8" b 6'•11" .b 6'-6" b 6'•i" .- b 5'-8" b 10'-9" h 9'-4" b 8' 4" b` 7' 7" b 7'•1" b 6'•7" b 6' 3" b 13'-4" b 11 -7" b 10'-4" b 9'.5" b 8'4" b B'•2" b 7'•8'' b 14'-8" b 12'-8" b _11,-4" b 10' 4" b g'.7" b .1" 0 8'-5" ' b E- Self Mating Sections x x x 2" x 5" x 0.050" z 0.100" . 2"x 7" x 0.055" x 0.120" 2" x 8" x 0,072" x 0.224" Tributary Load Width -W. = B pacing 3`-0" 4'-0" S' 0 g, 0„ - p y u 0 To,, Allowable Span Vl bending 'b' or deflection 'd' 19'-i i" b 17'-4" b 15'=6" b 1 14'-2" b 28' 7" b 24'-9'` b 22'-2' b 20'-3' b 32'-3° b 27-11° b b 22'-9" , b .21 1 b b: 24'•9" b 21'-5" b 19,•2° b 17'-6" b 16' 2'" b 15'-2" b128 42'• 10" b 3771" b 33'•2" b 30 4 b b 26'-3" b 41'-7" b 36'•1'' b , 32'-3" b 29'-5" b 27'-3" b, 25' 6" b 2." z 9" x 0.082" x b.31-0" 2" x 10"x 0 092" x 0.369" 45'•1" b 49' &" b 59'.-6" b. 39'•1" b 42'-11" b 5V-7" b 34'-11" b 38 4" b 461" 3. 1'- 11"" b' 35'-0" b b 32' 5" b 27'-8" b 30'd" b 4` b I Snap Sections Tributary Load Width 'W' Beam Spacing 3'•0'' 4'-0' 51.01, g, 0„ 7, 0, 8, 0„' 9, 0„ 2" x 2" x 0.04" 2" z 3" x 0.045" 2" x 4" x 0.045" J18'-5" 2" x 6" x 0.062" 2" x 7" x 0,062" Allowable Span V/ bending 'b' or deflection V 11'-9" b 10'-2" b 9- -"b 8 4„.- b T-8„ b 7'-2" b . 6'-9" b 15'-1° b 1,3';1" b 1-1'-8" b 10'•8" b 9'-10" b 9'•3" b 8'-8" b b 16.11" b 147-3" b 13'-0" b 12'-t" b 11'•3" b 10' 8". b 31'-3" b 27'-1" b 24'-2" b 22'•1" b 20'•5" b 19"•2" b 18'-0" b 34'-9" b 30'-1" b 6`-11" b 24'-7" b 22'-9'"__b-`21'-3' b' Note: - i 1. Thicknesses shown are "nominal" industry standard tolerances. No wall thickness shall be less than 0.040,, 2. Thestructuresdesignedusingthissectionshallbelimitedtoamaximumcombinedspananduprightheightof55' ano a maximumuprightheightof20': Structures larger than these limits shall have site specific engineering. 3. Spansarebasedonaminimumof1,0# / Sq. Ft. for up to a 150 M.P.H. wind load. an Is measure rom ten er o hl tonne ' connec on loatheabo a spa se(or local beam span se Add horizontal distance from upright to center of brace to beam 6. u r ear spans greater than 40'-0" the beam at the center purlin and one purlin (0reach14'-0" 0n each side of the center purlshall include than bracing as shown in detail (48'.•0") span with puriins at6'- 8" o.c. center purlin and (2) purlins each side of cenler purlin need lateral bracing. 7, Spansmaybeinterpolaied. I Example: Max, V for 2" x 4"x 0,050" hollow section with 'W' Lawrence E, Bennett, P.E, FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214388, SOUTKDAYTONA, FL 32121 TELEPHONE: (385) 767.4774 FAX: (388) 767-8558 PAGE F© COPYRIGHT 2004 1-56 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF L.AWRENCE E. BENNETT. P E SCREENED ENCLOSURES SECTION 1 i Table 1.2 Allowable Spans for Secondary Screen Roof Frame Members Aluminum Alloy 6063 T-6 For Areas with Wind Loads up to 150. M.P.H. and Latitudes Below 30°730'-00" North (Jacksonville, FL) A. Sections F9StP.nRfi Tn Ran— Wirt, ri; . Hollow Sections Tributary Load Width'W' = Purlin Spacing 3'-6" 4'-0" 4'-3' 1 5'-0" 5'-6" 6'-0" 6'-8" Allowable Span 'L' / bending 'b' or deflection 'd' 2.. x 2,. x 0.044" 7, 8, d T-4,, d 7,_0,, d 6'-9" : d 6'-6" b 6' 3" b 711'r b 2" x 2" x 0.055" 8'-1" d T-9" - d T-Y d T-2" d 6'-11" d 6-9" d 6-6"b 3"x 2" x 0.045" 8'-8" d. 8',3" d T-11" d T-8" d T-Y d T-Y d 6-11" d 2" x Y x 0.045" 10'4d 0'-3" d 9'-9" b 9'-Y b 8'-10" b 8'-5" b 8'-0" . b 2" x 4" x 0.050" 12'-2" b 1 1; 4" b 10'-8" b 10'-2" b T-8" b 9' Y b Snap Sections, Tributary Load Width `W' = Purlin Spacin 3'- 6" 1 4'-0" 4'-6" 15'-0" 5'-6" -0" 6' 6'-8" Allowable Span 'L' / bending 'b' or deflection 'd' 2" x 2" x 0.044 8'-5" d 8'-1" d T-9" d T-6" d 7'"-Y d. 7'-0`, d 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 9'-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 B. Sections Fastened Thrminh Raam Wcha'inr c .o. e Hollow Sections Tributary Load. Width 'W' = Purlin Spacin 3'- 6" 4'-0"- 4'-6" 5'-0" 5'.6" I C= 6'-8" Allowable Span 'L' / bending 'b' or deflection' 2" x 2" x 0.044" 9'-2" b 8-7" b 8'-1" b T-8" b T-4" b. 6'-11"' b 6'-7" b x 9'-11" .b 9'-4" b` 8'-10" b 8'-4" b T-11" b b J'-3" b 11'- 7" b" 10'-11" b 10'-4" b 9'-10" b f9'-5" b 8'-11" b 13'- 7`' b 12'-8" b 11'-11" b 11'-4" b 10'-10" b b 9'-10" b Snap Sections Tributary Load Width 'W' = Purlin Spacing 3'- 6" 4'-0" 4'-6" 5'-0" 51-6" 6'-0" Allowable Span 'L' / bending 'b' or deflection V 2" x 2" x 0.044" 10'-11. b 10'-2" b 1 9'-7" b 9'-1" b $' 8" b . 8' 4" b 7'-11" b 1. Thicknesses shown are "nominal" industry standard tolerances. No wallthlckness shall be less than 0.040". 2. Spans are based on a minimum of 10# / 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. Purlinspacingshall not exceed 6-8". For beam spans greater than 40'-0" the beam at the center.puilin and one purlin 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'- 8" 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 MINIMUM 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. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1 -57 SECTION 1 SCREENED ENCLOSURES 0 Table 1.3 Allowable Post / Upright Heights for Primary Screen Wall Frame Members Aluminum Alloy 6063 T-6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # I so. ft.• Hollow Sections Tributary Load Width 'W' = Upright Spacing 3'-0" 4'•0" 5'-0" 6'-0" 7'-0" 1 8'-0" 9'-0" Allowable Height 'H' / bending 'b"or deflection 'd' 2"x 2" x 0.044" 8`-4" b 7'-Y b 6'-6" b 5'-11" b 5'-6" b 5'-1" b 4'-10" b 2" x 2'` x 0.055" 9%1" b 7'-11" b 7'-1" b 6'-5" b 5'-11" b 5'-7" b 5'-3" b 2" x 3" x 0,045" 11'-3" b 9'-9" b 8'-9" b 7'-11" b 7'-5" b 1 6'-11'' b 6' 6" b T' x 4" x 0.050" 12'-5" b 10'-9" b 9'-7" b 8'-9" b 8'-1" b 1 7'-7" b T-2" b Self Mating Sections Tributary Load Width 'W' = Upri Spacing 3'-0" 475'.0" 6'-0" 7'-0" 8%0" 9'•0" Allowable Height 'H' / bending ' ' deflectlon 'd' 2" x 4" x 0.044 x 0.100" ` 16'-1,1" b 14'-8" b 13'-l" b 11'-11" b 11'-1 b 10'-4" b 9'-9" b 2" x 5" x 0.050" x 0.100" 20'-11" b 18'-1" b 16'-2" b 14'-9" b 13'-8" b 12'-10" b 12'-l" b 24'- 2" b 20'-11" b 18'-9" b 1T-1"' _b 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 31'-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 T-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 2T-4" b 22'-0" b 2" x 9" x 0.082" x 0.310" 41'-10'" b 36'-3" b 32'-5" b 29'-7" b 27'-5" b 25'-8" . b 24'-2" b 2" x 10" x 0.092`' x 0,369" 50'-4" b 43'-7" b 38'-11" b 35'-T' b 32'-11" b 30:-10" b 29'-1" b Snap Sections Tributary Load Width'W'= Upright Spacing 3'- 0" 4'-0" 1 5'-0" 1 6'-0" 1 7`-0" 1 8'•0" 1 9'-0" Allowable Height 'H' /" bending 'b' or deflection 'd' 2" x 2" x 0.044" 9'-11" - b 8`-7" b. T-8" b T-0" b 6'-6" b 6'-1" b 5'-9" b 2" x 3" x 0.045" 12'-9" b 11'-0" b 9'-10" b 9'-0" b 8'-4" b 7'-10" b T4" b 2" x 4" x 0.045" 15'-7" b 1 T-6" b 12'-1" b 1 V-0" b 10'-2" b br 9'- 7" b 8%11" b 2" x 6" x 0.062" 26-5" b 22'-10" b 20'-5" b 18'-8"" -b 17'-3" 16'-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 1T-11" b 16'-11" b For allowable heights at wind velocities other than 120. MPH, see conversion table 1A on the specification page 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 less,than 0,040". sing screense ec upng 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. Ire enc osures over20' 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 1,20 MPH ARE REQUIRED, SEE EXAMPLE ON SPECIFICATION PAGE FOR TABLES AT THE BEGINNING OF THIS SECTION. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4T74 FAX: (386) 767E556 PAGE COPYRIGHT 2004 1-58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r 4 SCREENED ENCLOSURES SECTION Table 1.4 Allowable Post / Girt I Chair Rail Spans, Header Spans & Upright Heights for Secondary Screen Wall Frannie Members Aluminum Alloy 6063 T•6 For 3 second wind gust at velocity of 120 MPH or an applied load of 14 # I sq. ft.' A. Sections As Horizontals Fnctano i Tn rrn . Tributary Load Width W' Hollow Sections 3'-6' J,4'-0" 4'•6" 5'•0" 5'•6" 6..0,, 6'-8" Allowable Height 'H' I bendin9 b' or deflection'd' 2" x 2" x 0.044" 2" x 2" x 0.055" 3" x 2" x 0.045" 2" x 3" x 0,045" 2" x 4" x 0.050" 6'-10" d T. 3" d T-9' d 9'4b 10'- 3" b 6'- 6" 6'. 11" T- 5" 8'- 9" 9'- 7" b d d b b 6'. 1" b" 6'- 8" b.. 7 1" d 8'• 3" b 9' 0" b 5' 9" b 6'- 4" b 6' 00" d 7' 10" b 8' J" b 5'- 6" b 6'- 0" b 6'- 7" b 7'- 5" b" 8`• 2'' b 5,-- 3- b 7- 9- b 6'- 4" b 7'- 2" b T• 10" b 5' 0" b 5'- 6" b 571° . b 6' 9" b Snap Sections Allowable Heights 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.0" T-6" d 1 7'-2" d 6'-11" d 1 6'-6" b 6'-4" b 6'-1" b 5'.9 b B. Sections As Hnri>n ntvic 79 1---N Y_ o Hollow Sections T* utary Load Width 'W' 3'- 6' 4'•0" 4'•6" 5'•0" 5'•6" 6'-0" 6'-8" Allow aDA1004hts W / bend! h 'b' or deflection'd' 2" x 2" x 0.044" T-9' b T-Y b 6'-10' b 6'-8" b 6'-2" b 5' 11" . b 5' 7" b 8'- 5" b T-11" b b 7' 1" b 6'4' b 6'-5" b 1 6' l" b 2" x 3" z 0,045" 9'- 3' b 10'. 5" b 8'- 8" 9'. 9" b b. ' 9'-2" b b T- 9" b 8'• 9" b 7'- 5" b 8' b 7'- 1" b 7'- 11" b 6'- 8." b I ( 7' 7"; b Il'- 6" b 10'-9" b b 9'•7" b 9'-2" b 8'-9" b 1 8'-4" b Snap Sections Allowable. Hel hts 'H' / bending 'b' or deflection's' 2" x 2„ x 0.044" 9'-2" b 8' 7" b 8'-1° b 1 7'-8" b 1 7'-4° b 1 7'-0" b 1 6'-8" b 7 .,,....... o ...na. u '" m"' See conversion lame 1A .on the 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') #10 z 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 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. FL # 16644 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P. O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767-4774 FAX: ( 386):767-6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART 'WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E, BENNETT, P.E. 1 -59 SCREENED ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams to Wall Uprights or Beam Splicinq 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 10 x 'G" 12 x '/:" 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" 2 Full Lap 8 6 4 8 7x 2"x7x0. 2" x 5" 2" x 3" 2" x 2" x 0.044" 2 Full Lap 8 6 4 8 x Full -Lap 10 2" x 6" 2" x 4" 2' x 2" x 0.044" 4 Partial Lap 10 8 6 910 4 Pa la 2" x 8" 2" x 5" 2" x 3" x 0.044" 6 Partial Lap 16 14 12 1a 2" x 9"" 2" x 7" 2" x 4" x 0.0501, 8 Partial Lap 20 18 16 914 2" x 8" 2" x 4" x 0.050" 10 Partial Lap 20 18 16 14 Screw Size Minimum Distance and Spacing of Screws Gusset Plate Thickness Edge To Center Center To Center Beam Size Thickness 8 5/16" 5/8" 2" x 7" x 0.055" x 0.120" 1/16" = 0.063" 10 3/8" 3/4" 2" x 8" x 0.072" x 0.224" 1/8" = 0.125" 12 112" V. 2" x 9" x 0.072" x 0.224" 1/8" = 0.125" 14 or 1/4" 3/4" 1-112" 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" 1/4" = 0.25" 3/8" 1" 2^ Kerers to eacn side of the connection of the beam and upright and each side of 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 screw§ is the same for each splice with 112 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. 12. For girt size use upright size (i.e. 2" x 6"). Read the. 2" x 6" beam row for min, girt of 2" x 2" x 0.044". Table 1.7 Minimum Size Screen Enclosure Knee Braces and Anchoring Required Aluminum 6063 T-6 Brace Length Extrusion Anchoring System x x To 3'-0" 2" x 3" x 0.045" 2" H-Channel With 3 #10 x 1/2" EACH SIDE size to be determined by beam size, see table 9.6) toee i aide I .o ror Numoer Ana JIZe UT JCrews) 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. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674T74 FAX: (386) 767-6556 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I ?..0i 2004 13: 58 407-850-6871 f '%ZF/04 08:28 FAX 07 771 U7UU SIGNATURE POOLS PIKbl UbA UKLAINLtI PAGE 04 PLAT OF SURVEY DESCRIPTION; (AS FURNISHED) LOT 28, MAGNOLIA PARK AS RECORDED IN FLAT BOOK 63, PAGES 54-59, OF THE PUBLIC RECOROS OF SEMINOLE COUNTY, FLORfOA 1'56' O3" R - 600. 00' L-20, 2,1Ir Ca=N26'54'59"E C-20.25' NOTE; THE FINISHED FLOOR ELEVATION OF THIS STRUCTURE MEETS OR EXCEEDS THE THE REQUIREMENTS SET FORTH IN THE CITY OF SANFORD CODE CHAPTER 6, SEC, 6-7(A). v CCHIRUNE OF / ma+t OF WAY o" P i H4 ry Do C Ar 4ti 70' n Qo 4' Q.` 7O( ,R , N89' 3' 41 W p4A V ` 23.19' G PHI SCAT F 0 15 30 r sti.;p' RT`FIED TO AND FOR THE rRq ``, ` L J A-90,00,00" slvE USE OF: R r', 6=29"15'07" -' R-25.00' TITLE OF FLORIDA, INC. 30 R= 50.00' L= 39: 2 7' NATIONAL CC) OFtIINSURANCEE `NNSYLVAM0.R,C00PRANDPRCLLACOOPER 25.5, NA, CB-N17'07'00"W CB-N47' 29'26"W C-35.36' (C) C=25. 25' C=38 36' (P) f1. ALL OIRLCTIONS AND DIVANCES HAVE cE.NFIELDVERIFIEDANDqNYNCONSISTENCIESHAVE BEEN NOTED ON THE SURVEY, IFANY, OPER TY CORNERS SHOWN HEREON WERE C ON 07-12-04 UNLESS OTHERWISE SURVEYOR HAS NC'- ABSTRACTED THE OWN HEREON FOR EASEMENTS, RICHT 0 • CT10NS OFRECORDWHICHMAYTITLEOR USE OF THE LAND. SROUND lk"' oIVEMENTS HAVE BEEN CPr ASSHOWII. VALID WITHOUT THE SIGNATURE AND THE iNAL RAISEDSEALOFAFLORIDAL.'CENSED 3VO VEYORANDMAPPER. LXAMWEO TME. I,R M, COMMUNI AN L 0 I20294OOeS'E pgTCO q//IT 05 f rGy E3A, A UA WITHINT 100 PYl ARSAm FtC PAN LNNW NF FUR VE YOR MAKES NO DUARAN lif:5 AS TD THE C uAT^C+N. PLEASE CONTACT TI'T LOCAL, rowy ATI• CV OW AS L BAS'D ON SEMINOLE Eouw, rul'"AmED. o SYIOWN INEREON AH@ BgSEO ON ERLY LINEOFlOT2SASWi E PER PLAT. REVISED: AS? M42461 r wAl r. 1"-z a.: DLc — - FOR40OARD ] IE- 04 CA L U' PLAN Tom- 0/Ij/0 ,Al - LEGEND SUILDWC SETBACK LINE CEN1ERUNC RICT• IT OF WAY LINO l1.ZA EXIBnNO ELEVAT(CN CONCRETE L3 LS LANO SURVEYING' BUSINESS LAMD SJR*' YDR PRW PCP PERMANCNT REFERENCE MONUMENT P PERI. IANENT CONTROL P(,,N1 PER PLAT M OUN e RiO C/W S/W Cp CONCRETEWALK SIDEWAI.K C5 CONccppETTEE PAD CONCRETE 4LA9 PK CHORD LKAC R POC BAOS POINT OFCLR4SET NAIL AND DISC L9 /83P3 ( 07/12/04) QFND NAK. AND 01% LA 1071 (07/11/04) FNO 1/ 2"IRON ROO AND CAP L9 #63193 ( 07/12/0a) CNA CORNER NOT ACCESS19LE A DENOTES DELTA ANGLE L DCNDIES ARC LENCn4 CA DENOTES CHORD BEARING PC OCN07ESPOINTOFCURVATUPEPION07E9PONTOFINTERSEC'TrON PRO PT Cr?:OTE3 POIN, OF R v R3t CUTP:ArURF DENOTES POINTUI 'ANOENCr TYP TYPICAL A/C CSW AIRCONOITK}NER CONCRETE 9Lv'CK WALL MpRP u RyA(DWSPppOINT IDfNIIIIAJTPLITY LINE 0,0 PCC POWT ON LINE POINT OFCOMPOUNDCURVEI HEREBY CERTIFY, THAT THIS BOUNDARY, SUBJECT TO THE SURVEYOR'S NOTES r§ CONTAINED HEREQIN MEETS THE APPLICABLE MINIMUM TECHNICAL, STANDARDS" SET FORTH BY THEFLORIPA*7-0XFp-iGF PRDFESSIONAI t SURVEYO( i,S' AND MAPPFj'S ? CHA'PiER 61G17 ji;. F-LORIbA ArWil j, k.. I' PUR$ P! EVE COOE x hJ0. C? iIpTER-g 7 iGcL PLORIDA URv0v1N0 & MAPPING TI IYCAT10NOFAVHE12AIONU8Ew'(gp3 f l FCR ICJO N• ORLANDOA'''INUL SUITE 8 _ wINTEP PARK, FLORIDAJ2789 (40I} 28-- 7V79 GALFN k'—BELL ' r On rE