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HomeMy WebLinkAbout116 Calabria Springs Covereimit:No: O /L 405 bC3TY 0£ SANF'ORD P)CM V AFFL3CATmN J;bActimw Da Pa1Da1N o.: D a-Vtbn Orw olio: 002_ PaaoiOEOaneDtlllPb LegalDQ=ption) lT eOfP_'a4L1CtbR: (, I V e1X417047 Oiid Oxk: S_ 31 9 QU O +j• ~— Y Rtle ttttil Canma> 3 Nuni7eCOPSYPe• i Nunb s fDKellizyUnis Zo Ownex: '17// j,1./j. Lfii%L rdn9: 7COtalsc stbEbotogc Ackittsat: 5tm: PhOMNO'. EaK N O.: App3lcaUot7 b hetfPby to 2de3 to Obtaln a p+tmt itb CO the v otk and n5 a'><1Qit ilad. I nu t ataiA9n0=d l aorb 1110 iaaasnoo of a 1 dau 1tan0 dIaCAllw otk x iIlbePotfca cyy>A to eee tno n ori' ort agDatbn r" Ai thtty». 1 undet3tatd theta srandaal ofa Llxwoxwpja Mg Ctbn POOLS,E1tANACES,SOL.ERS,liCAT ER9 TAN anaAR 0 DN amNERs QQLi1ORK,YLUN BP1G,S7GNS,W ELLG, 0 W N E R 5 A FF1DA V LP:Ioatiafj thotaIIof Cte Svaago1r10 ]atbtAt dtion 1a&aweue and tnatallw orle e. iAbe q e y, Krae P313nc>r w 7rh Ikh°lsgJnonsowUbnancizonlnq. V AANx1G TO ON NER:YOUR FAILURE TO RECORDA NOT:CE OF COM HENCEtiENT11AYRESULT24YOURFAYINGTxiEFORMPROVEMENTSTOYOURPROPERTT. IFYOU MTEND TOOBTAINF2NAl(C3NG,CON3ULT N ItH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTrE OFCOMMENCEMENT. N 0 T LL :Ih adJlt n ro the equ an glmofi is peom iG thclp m ay lx addJ[btl0lm ott9.». iinb]e b Nltip¢y ony otatan too AMID dlepub'L-Jswxdo*Cekbcounty,end Ulsl*MSy0ead0 peanizmWimditmodr_rgOwmr=CAalenajw9u n entobmkb, ftle agenckm OrAe'39>a17ggIC1p9. CA ea AXjgcvDfm5WfifttIwMnOtifyth%*wnarofthop o the tneeN en G F571'3./ signatttm o r-- L)-/ O Z Dale 3i9nDRt>PO1COntzact) rAge9t Date dJ ' t I a O $ RntOw nunP, ga Y Name P onCacmyA t CC 882ti1i5 9 OattlleQfN 01d[yCam . EXPIRES: October 25, 2003 Fzio WILLIAM B. ARNOLD BMW ThN NoblyPt'°G` D"d°"r'a°"MY COMMISSION 0 CC 882665 a EXPIRES: October 25, 2003 h`• dad Thru Nobly Public UeWetwrilws Owr=AOentis Pe i(ro nk,Hoor Pettit &dm C yoA3oedYbiq _Pe=nanySnownlOMe0r APPLICATDN APPROVED 5r: Dam: Pot•1aiCOr4 bDDs: ACTION ALUMINUM,PRODUCTS, INC 2698 South Orange Blossom Trail Orlando, Florida 32805 POWER OF ATTORNEY I HEREBY NAME AND APPOINT PATTY R. JOHNS TO BE MY LAWFUL ATTORNEY, IN FACT TO ACT FOR MEAN APP.Y TO THE c BUILDING DEPARTMENT FOR A jab SCREEN F;tJaQs c c,2e' _PERMIT TO BE PERFORMED AT A LOCATION DESCRIBED AS: co T (p cfi 119.6Q%A 00L)e i/6 CA&aRI'A 5pRiAjc---S- c(Dv&- AND TO SIGN MY NAME AND DO ALL THINGS N SS TO THIS APPOINTMENT. DAVID ALLAN HNS CGC 053605 SUBSCRIBED BEFORE ME THIS S DAY OF 20 o - Notary as to Contr My Commission fit MY COMMISSION S. ARNOLD 82665 EXPIRES: October 25, 2003 Banded rmu Notary Pubk UndswMers METRO ORLANDO (407) 648-9948 9 Fax (407) 648-9949 • BREVARD (407) 632-0264 e ' VOLUSIA (904) 252-7835 rNvv+, v Ac+too Atu.nn, y lioLM Plled.ucAS l> Z(ogS z. mP-*Nbez &-osso mrx- NOTYCE Or COMMENCEMEIN'T 64etArj1>q St:tc o!' hlorida , C'_ (Jt{ CJ7JG Comity of _ sEN1;M0163T.No. a Z -(eS$ Permit No. Tax Folio NTo. (PID) Tl e undcrsilned hereby givc; notice that improvement will be made to certain real property, and in accordance with Chap713, Florida Statutes, tl e following information is provided in this Notice of Commencement. DLSC OPTION OF Pr. PERT' (LcpI d--cription of the property and street ;ddress) GE\XERAx, DESC-1PTI0' OF BVIrROVENIENT CER µ MARYAN CLERK OF CIRCUrr q0UOV1'E12 Il'T'01\ 1,TIOn` 8EMIN E COYn A\\,\, amc&dzldcb / GZ ,// Interest in property (l-cc Simple, Partnership, ctc.) NAJ AND ADDRESS OF FEE SIMPLE TITLE ZIOLDER•(1F OTIIEI'` TITIAN OWNER) CONTRACTOR CTIONALUITINL),jq PItODUCTS, INC.(i N2G90SouthOran;o Dlosson, n-.tilNamcandaddress00andr)— toridr 32110 WMM SLTZZ, TY (Bonding Curnpany) Name and address l MRRYAI E MORSEL CLERK OF CIRCUIT COURT BK O4•.31 A Pe 1156 I Amount of Bond CLERK'S # 2002827881 RECORDED 02/06/E002 01,15,15 PM , LENDER RECORDINS FEES 6.00 I vne and address RECORDED BY L NeKinley \ k:l:#:1.#:I::I::I:I:is4::ky::p#1::1:4::1:#:k:k:1:4:9::1::i:#4: 1: is*a: is :;**:k/:*A:isd:/: A: :k :1: A: Y: :I: y::#:#:I:I+,ki::k4:-4:4::i::l:d##:I:A:i::1: :i: 1: :1: J: : :1: :1: : •k : :1: is M: Persons within the state of Florida desi;,natcd by Ovzncr upon whom notice or other clocumcnts may be served as providcilbyScction713.) 3 (1)(a)7., Florida Stat tcs: Narne and address V — In addition to himself, Owner designates provided in Section 713.13(1)(b), Florida St<ltutcs. 4:a:Mi:**4:4..**4:4:##**4;;t k*+I:,**4:**4:4--***—****1:*#::k:l:a:: Expiration Datc of Noticc of Comineaccmcut The expiration date is 1 year from date of recording, tuie—s? Sign of to receive a copy of the Licnor's Notice as a clii-fercnt date is specified.) To t ft) VAN N t. X4- i Sworn to and subscribed before me this D:tv ofAge— otary Public My Commission Expires: WILL14M I ARNOLD Lawrence E. Bennett Civil Engineer & Development Consultant P.O. Box 214368 South Daytona, F1 32121 " 386-767-4774 386-767-6556 fax January 01, 2602 TO ALL BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master File Engineering Plans Examiner, This is to certify that the following contractor is hereby authorized to use my current "Aluminum Structures Design Manual" for the year 2002. Action Aluminum Products 2698 So Orange Blossom Tr Orlando FL 32805 Thank you for your as stance. Sincere y;j', Lawi'e" e: e;' 't , P.E. #16644 f r SCREENED'ENGLOSVRES „ SECTION 1 W PURLINS (TYPICAL) CABLE CONNECTION DETAIL 1 (TYPICAL) SCREEN (TYPICAL) ALTERNATE CABLE CABLE CONNECTION DETAIL 2 (TYPICAL) Q H GIRT (TYPICAL) w 1" x 2" (TYPICAL) , GRADE U) Al K-BRACING . OPTIONAL) TYPICAL DOME ROOF ELEVATION SIZE MEMBERS PER APPROPRIATE TABLES W • ALUMINUM BEAM ITABLE1.1 OR 1.8) _ K-BRACING L " - OPTIONAL) RISER WALL WHERE REQUIRED H ^ t . a PURLINS (TYPICAL) DIAGONAL BRACING SEE SCHEMATIC SCREEN TYPICAL PLAN) 1" x 2" (TYPICAL) - ALUMINUM COLUMNS GIRT (TYPICAL) TYPICAL SW TABLE 1.3 OR 1.6) PERIMETER WALLS FRAMING SIZES TYPICAL -DOME ROOF ISOMETRIC ( TABLE 1.3 AND 1.4) CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA FL 32121 f TELEPHONE (904) 767-4T74 i FAX (904) 767-6556 y -..._ . mow w ..wrwr+'-++^.w•.r-..w.•.w-..r+•.-.._.....-._.. w . vw. w.-.. SF..OkL PAGE COPYRIGHT 2000 ?—„ :.:;^.i".:`: t.a.:.: Z+: c:":'r ::. i •..ar "s :::;:.•t : .::::::::.: t t•::: i, ,c_..;•,.; _ 3NOTTOBEREPROOUCEDWWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT. P.E. r SCREENED ENCLOSURES., SECTION 1 PURLIN (TYPICAL) W SCREEN.(TYPICAL) CABLE CONNECTION DETAIL 1 (TYPICAL) co CABLE CONNECTION w DETAIL 2 (TYPICAL) Q H GIRT (TYPICAL) N ' 1" x 2" (TYPICAL) GRADE CABLE CONNECTION - DETAIL 2 (TYPICAL) TYPICAL TRANSVERSE GABLE ROOF ELEVATION SIZE MEMBERS PER APPROPRIATE TABLES - W DIAGONAL ROOF BRACING SEE L SCHEMATIC PLAN PURLIN (TYPICAL) RISER WALL WHERE H L REQUIRED K-BRACING ALUMINUM BEAM OPTIONAL) (TABLE 1.1 OR 1.8) SCREEN (TYPICAL). -GIRT (TYPICAL) 1" x 2" (TYPICAL) ALUMINUM COLUMNS TYPICAL) (TABLE •1.3 _. ....SW' OR 1.6) PERIMETER WALLS CABLE BRACING FRAMING TABLE 1.3 OR 1.4) TYPICAL TRANSVERSE,GABLE ROOF ISOMETRIC CONNECTION DETAILS AND NOTES ARE FOUND IN THE SUBSEQUENT PAGES Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121i TELEPHONE (004) 767-4774 FAX (904) 76746M ; PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT,'p E. a. - 175 SECTION 1 SCREENED ENCLOSURES 2 x 6 BEAM- SCREEN ROOF 45° t LENGT OF KNEE\RAGE 2) 2" SCREWS . SEE SECTION 9 FOR SIZES) _ 2"STRAP -LOCATE AND FASTEN REQUIRED KNEE BRACE _ MINIMUM SIZE AND CONNECTION (SEE TABLE 1.7) KNEE BRACE ATTACHMENT 6" — ABOVE TOP OF GUTTER (MAX.) COMPOSITE 2" x 3" EAVE GIRT 100 Oo SCREW SIZE SEE TABLE 1.6 100 POST (SEE TABLE 1 .3) SCREEN (MAY FACE IN OR OUT) HOST STRUCTURE ROOFING @ SUPER GUTTER SOFFIT O° 5" SHOWN ooz O 2" x 2" ANGLE WITH (4) S.M.S. / SEE SECTION 9 FOR SCREW FASCIA AND SUB -FASCIA SIZES) EACH SIDE TO BEAM - TO SUPER'GUTTER MAXIMUM DISTANCE TO HOST STRUCTURE WALL 36" WITHOUT SITE SPECIFIC ENGINEERING IF KNEE BRACE LENGTH EXCEEDS TABLE 1.7 USE CANTILEVERED BEAM CONNECTION DETAILS I SUPER GUTTER / RISER (OR TRANSOM) WALL (aD, FASCIA - DETAIL 2 Lawrence E.. Bennett;' P.E._ CIVIL ENGINEER -.DEVELOPMENT CONSULTANT P.O. BOX 4366. SOUTH DAYTONA FL 32121 I TELEPHONE (904) 767 774 FAX (904) 767-6556 PAGE = • .: i _. r ' c. COPYRIGHT 2000 20 NOT TO BE REMclqqpjN wNoLE OR IN PART wlTHovr THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E." -' f T SCREENED ENCLOSURES SECTION 1 I NOTE: MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 2"x4"OR2"x6" SELF MATING BEAM M 1" x 2" SNAP SECTIONS 2 XATTACHTO2" x 2",W/ #10 x ' 1-1/2"S.M.S.@24"0.C.OR CONTINUOUS SNAP SECTIONS ' I OR 2" x 3" (4) SPLINE GROOVE ' I SECTION _ M I 2" x 2" PURLINS ATTACH TO Oo oQ{ Z" X6 r JBEAMSW/ (2) #10 x 1-1/2" O°' ° 1 rS.M.S. INTO SCREW BOSSES ..._ _ .... _. _ '"-- — — — — — — — — @ @ 'I 1" x 2" OPEN BACK FASTENED ALTERNATE FLAT ROOF I TO POST W/ (2) #10 x 1-1/2" — _ _ — — S.M.S. i SELECT FASTENER SIZE, NUMBER AND PATTERN SEE TABLE 116) 2" x 3" HOLLOW OR SNAP SECTION - SLOPING BEAM TO UPRIGHT CONNECTION DETAIL PARTIAL LAP Lawrence E. Bennett, .P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 43M. SOUTH DAYTONA. FL 32121 .... TELEPHONE (404) 767-4774 ' =' ' F_AX(904)7'7 Mt: SEAL COPYRIGIiT 2000'.r.,..:s:e-:.-•.•...:•-..-«_._..._...., r.,.......-.._.._:_..._....-_..... i PAGE — NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E,'`='• '` I SECTION 1 `SCREENED ENCLOSURES 5) #10 S.M.S. (MIN.) -- 3" x 1-1 /2" x 8" FLAT BAR 0,135" PLATE OUT ON 450 ANGLE 3OLT OR TURNBUCKLE FOR CABLE TENSION NLESS STEEL (SEE TABLE) PERIMETER FRAMING MEMBER f-%MKIM0 DETAIL IIYfJIL;AL UAULM IWI'40 (W., %o SCALE: 3"= V-0" LAB MIN. 2-318"x 1-314"CONCRETE ANCHORS TYPICAL CABLE CONNECTION AT SLAB DETAIL - DETAIL 2 SCALE' 3' = T-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 1 TELEPHONE (1104) 757-4774 FAXP04)7.471536 SEAL PAGE v 1; r :.-'6'dopyRIGKT2001 BEW4W. P.E. 1 ;30A —NOT TO BE pEpROOUCED IN WHOLE Oft IN PART WITHOUT 714E WRITTEN PERMISSION oF.AWREN5E.E-- SECTION 1 _^_ ..SCREENED ENCLOSURES MIN. (2) CLAMPS REQUIRED EITHER A OR B WELD EYE BOLTS CLOSED1" x 2" x 0.125" CLIP AND (4) _ ®® ( TYPICAL) 10 x 3/4" S M S EACH SIDE - FOR CABLES B TOP CORNER OF CABLE CONNECTION DETAIL 1 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 7674774 FAX (904) 7674558 SEAL. PAGE- COPYRIGHT2000 1 -32 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. : • SCREENED ENCLOSURES SECTION 1 1" x 2" EXTRUSION ANCHOR TO" CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. w POST SIZE 2" x 4" MAX. SCREWS OR THRU-BOLTS SEE SECTION 9) MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE POST TO PLATE TO CONCRETE DETAIL 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. OR THROUGH ANGLE AND @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE POST SIZE (SEE TABLE) 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 ANGLES AS SHOWN ABOVE MAY BE USED TO CONNECT CHAIRRAILS AND PURLINS ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL 1" x 2" EXTRUSION ANCHORTO CONCRETE W/ 1/4" x 2-1/4" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND @ 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE POST SIZE (SEE TABLE) . f SIDE WALL POST TO PLATE TO CONCRETE DETAIL Lawrence 'E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (%) 7674774 FAX (904) 767.6556 PAGE c.. Q COPYRIGHT 2000 _ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1=35_ SECTION 1 SCREENED ENCLOSURES 1" x 2" EXTRUSION ANCHOR TO CONCRETE W/ 1/4" x 2-1/2" 2" x 2", 2" x 3" OR 2" x 4" HOLLOW SECTIONCONCRETEANCHORSWITHIN ( SEE TABLES) 6" OF EACH SIDE OF EACH t POST AND @ 24" O.C. MAX. MIN. (3) #10 x 1-1/2" S.M.S. INTO SCREW BOSSES MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH'OR FIBER MESH CONCRETE HOLLOW POST TO BASE DETAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND @ 24" O. C. MAX. Pool Enclosure Uprights To Deck Anchor Requirements General Notes and Specifications: - - - 1. The uplift load on a pool enclosure upright is calculated as 1/2 the beam span x the beam spacing x thescreenloadof7# / Sq. Ft. a. EXAMPLE: FORA 2" x 6" BEAM WITH A.SPAN OF 23' AND A BEAM & UPRIGHT SPACING OF 7' USE: 1/2 x 23' x 7' x 7#/Sq. Ft. = 563.5# UPLIFT 2. 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 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 757-4774 SEAL FAX ) 767.6556 PAGE - ©• COPYRIGHT 2000 .. _ _ ... .............. ... .... _ _ ._ .. ._.. .._... --- 1 , 36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 1 SCREENED ENCLOSURES 2" x 2" x 0.063" PRIMARY ANGLE EACH SIDE SCREEN I 'd' VARIES 10 x,3/4" S.M.S. EACH SIDE SECONDARY 4" SHOWN SEE SCHEDULE NEXT PAGE) 2" x (d - 2 ") x 0.063" ANGLE EACH SIDE OF COLUMN WITH 10 S.M.S.(SEE SCHEDULE 1" MIN. EDGE DISTANCE FROM NEXT PAGE) I ® ®I EXTERIOR OF COLUMN TO 1" x 2" O/B BASE PLATE 19 ® OUTSIDE EDGE OF SLAB OR TYPICAL) I FOOTING a CONCRETE ANCHOR (SEE Or ° . GRADE SCHEDULE NEXT PAGE) 1-1/4" MIN. CONCRETE NOTE: DETAIL ILLUSTRATES ANCHOR EMBEDMENT YPICAL 2" x 4" S.M.B. COLUMN CONNECTION 2" 2" MIN.) (MIN.) SIDE VIEW SCREEN TYPICAL S.M. OR SNAP CONCRETE ANCHOR THRU SECTION COLUMN PRIMARY ANGLE 2) #10 x 314" S.M.S. EACH SIDE CONCRETE ANCHOR THRU PRIMARY 2" x 2" x 0.063" ANGLE OR WITHIN 6" OF ANGLE UPRIGHT IF INTERNAL SCREWS INTO SCREW 1 1" x 2" BASE PLATE (TYPICAL) BOSSES G • e • e e C a a. NOTE: SELECT CONCRETE 1-1/4" MIN. CONCRETE ANCHOR FROM TABLE 9.1A ANCHOR EMBEDMENT 6" (MAX.) 6" (MAX.) MAX. SPACING 24" O.C. 3000 P.S.I. CONCRETE FOR BOTH SIDES FRONT VIEW 2" x 4" OR LARGER SELF MATING OR SNAP SECTION POST TO DECK DETAILS SCALE: 3" =1'-0" Lawrence E. Bennett, P.E. CIWL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 757-4774 FAX (904) 78T4W SEAL . ffE COPYR;IGHIT 2007 38A NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES I SECTION 1 Table 1.1 Allowable Spans For Primary Screen Roof Members Aluminum Alloy 6063 T-6 For areas with wind.loads 120 M.P.H. or less and Latitudes below 30" North Hollow Sections Tributary Load Width "W" = Beam Spacing 3'-0" 4'.0" 5'-0" 6'-0'.1 7'-0" 1 8'-0" 9%0" Allowable Sp an "L" 2" x 2" x 0.036" 10'-3" 8'-10" 7'-11" 7'-3" 6'-8" 1 6'-3" 5'-11" 2" x 2" x 0.044" 11'-3" 9'-9" 8'-9" 7'-11" 7'-5" 6'-11" 6'-6" 2" x 2" x 0.055" 12'-4' 10'-8" 9'-6" 8'-8" 8'-1" 1 7'-6' T-1' 2" x 3" x 0.045" 1 4'-10" 12'-11" 11'-6" 10'-6" 9'-9" 9'-1" 8'-7" 2" x 4" x 0.050" 20'-4" 17'-8" 15'-9" 14'-5" 13'-4" 12'-6" 11'-9" Self -Mating Sections Tributary Load Width "W" = Beam Spacing 3'-0" 4'-0" 1 5'-0' 6'-0" 1 7'-0" I W-0" 1 9'- Allowable Sp an "L" 2" x 4" x 0.038" x 0.100" 22'-10' 19'-9" 17'-8" 16'-2" 14'-11" 1 13'-11" 13'-2" 2" x 5" x 0.050" x 0.100" 28'-4" 24'-6" 21'-11" 20'-0" 18'-6" 1 17'-4" 16'.4" 2" x 6" x 0.050" x 0.120" 33'-3" 28'-10" 25'-9" 23'-6" 21'-9" 20'-4" 19'-2" 2" x 7" x 0.055" x 0.120" 37'-4" 32'-4" 28'-11" 26'-5" 24'-6" 22'-11' 21'-7" 2" x 8" x 0.072" x 0.224" 48'-6" 42'-0" 37'-7" 34'7 31'-9" 29'-9" 28'-0" 2" x 9" x 0.072" x 0.224" 53'-9" 1 46'-7" 41'-8" 38'-0" 35'-2" 32'-11" 31'-1" 2" x 9" x 0.082" x 0.310" 58'-1" 1 50'-4" 44'-11" 1 41'-1" 38'-0" 35'-7" 33'-6' Snap Sections Tributary Load Width "W" Beam Spacing 3%0" 4'-0" 5'-0" 6'-0" 7'-0" •8'-0" 8'-0" Allowable S Pan "L" 2" x 2" x 0.036" 13'-5" 11'-8" 10'-5" 9'-6" 8'-10" 1 8'-3" 7'-9" 2" x 3" x 0.045" 17'-l" 14'-9" 13'-3" 12'-1" 11'-2" 10'-5" 9'-10" 2" x 4" x 0.045" 20'-10' 18'-1" 16'-2" 14'-9" 13'-8" 12'-9" 12'-1" 2" x 6" x 0.062" 35'-11- 31'-1" 27'-10" 25'-5" 23'-6" 21'-11" 20'-9' 2" x 7" x 0.062" 1 39'-11' 34'-7" 30'-11" 28'-3" 26'-2" 24'-6" 23--1- Example: If beam spacing "W" = 4'-0". Maximum "L" for a 2" x 4" x 0.038" x 0.100" Self -Mating Beam= Interpolation of tables is allowed. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Purtin spacing shall not exceed 7'- 0' . For beam spans greater than 40'-0' the beam at the center purlin 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 purfins at 7'- 0" o.c. center purlin and (2) purfins each side of center purlin need lateral bracing. Note: It is recommended that the engineer be consulted on any screen enclosure that spans more than 55'-0" and as a minimum the upright used for screen enclosures over 55'-0" shall be one self -mating section smaller than the beam section. Spans are based on 120 M.P.H. wind load. Multiply spans/heights by 0.85 for 140 M.P.H. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767.6556 SEAL r..,. PAGE COPYRIGHT 2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. .1 -43 9. SCREENED ENCLOSURES SECTION 1 Table 1.3 Allowable Spans For Primary Screen Wall Members (Uprights) Post / Upright Height) Aluminum Alloy 6063 T-6 Hollow Sections Tributary Load Width = Upright Spacing 3'-0" 4'-0" 1 5'-0" L 6'-0" 1 7'-0" 1 8'-0" 1 9'-0" Allowable Height H" 2" x 2" x 0.036" T-6" 6'-6" 5'-10" 1 5'-4" 1 4'.11" 4'-7" 4'-4" 2" x 2" x 0.044" 8'-3" T-2" 6'-5" 5'-10" 1 5'-5" 5'-1" 4'-9" 2" x 2" x 0.055" 9'-0" 7'-10" 6'-11" 6'-5' 1 5'-11" 5'-6' 5'-2" 2" x 3" x 0.045" 10'- 1 11- 9'-5" 8'-5" 7'-9" 7'-2" 6'-8" 2" x 4" x 0.050" 14'-11" 12'-11" 11'-7" 10'-7" 9'-9" 9'-2" Self Mating Sections Tributary Load Width = Upright Spacing W-0" 1 4'-0" 1 5'-0" 1 5'-0" 7'-0" 1 8'.0" 1 9'-0" Allowable Height H" 2" x 4" x 0.038" x 0.100" 16'-9" 1 14'-6" 12'-11" 11'-10" 10'-11" 10'-3" 1 9'-8" 2" x 5" x 0.050" x 0.100" 20'-9" 17A 1" 16'-1" 14'-8" 13'-7" 12'-9" 1 11'-11" 2" x 6" x 0.050" x 0.120" 24'-5" 21'-2" 18711" 17'-3" 15'-11' 14'-11" 14'-1" 2" x 7" x 0.055" x 0.120" 27'-5" 23'-9" 21'-3" 19'-5" 17'-11" 16'- 15'-10" 2" x 8" x 0.072" x 0.224" 35'-7" 30'-10" 27'-7" 25'-2" 23'-4" 21'-10" 1 20'-7" 2" x 9" x 0.072" x 0.224" 39'-6" 34'-2" 30'-7" 27'-11' 25'-10" 24'-2" 1 22'-9" 2" x 9" x 0.082" x 0.306" 1 42'4" 36'-11" 33'-0" 11 30'-2' 27'-11° 25'-1" 1 24'-7" Snap Sections Tributary Load Width = Upright Spacing 4'-0" 1 5'-0" 1 6'-0" 7'-0" 1 8'-0" A 9'-0" Allowable Height H" 2" x 2" x 0.036" 9'-10" 8'-7" 7'-8" - 6'-11" 6'-6" 6'-1" 5'-8" 2" x 3" x 0.045" 12'-6" 10'-10" 9'-8" 8'-10" 8'-2" T-8" 7'-3" 2" x 4" x 0.045" 15'-0" 13'-3" 7710" 10'-10" 10'-0" 9'-5" 8'-10" 2" x 6" x 0.062" 26'-4" 22'-10" 20'-5" 18'-8" 17'-3" 16'-2". 15'-3" 2" x 7" x 0.062" 1 29'-4" 25'-5" 22'-8" 20'-9" 19'-2" 17'-11" Using screen panel width "W" select upright length "H". Spans are based on 120 M.P.H. wind load. Multiply spans/heights by 0.85 for 140 M.P.H. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Note: Site specific engineering required for pool enclosures over 20' in mean roof height. Example: Screen panel width = 4'-0"; Maximum "H" for a 2" x 4" x 0.038" x 0,100" Self Mating Beam Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 436a, SOUTH DAYTONA. Fl. 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL COPYRIGHT 2000 - PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. ' 1-45 SECTION 1 SCREEN ED,ENCLOSURES Table 1.6 Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Upright Size Deck Anchors Notes Minimum Number of Screws I Beam Stitching Screw at 24" O.08x %" 10 x %" 12 x %" 2" x 3" 2" x 3" 2 No Splice 6 4 4 2" x.4" 2" x 3" 2 8 6 4 8 2" x 5" 2" x 3" 2 Full Lap 8 6 4 8 2" x 6" 2" x 3" 4 Full Lap 10 8 6 10 2" x 4" 1 2" x 4" 4 Full Lap 1 10 8 6 10 2" x 6" 2" x 4" 4 Partial Lap 10 8 6 10 2"x7" 2"x4" 4 14 12 10 12 2" x 8" 2" x 5" 6 16 14 12 14 2" x 9" 2" x 6" 6 18 16 14 14 2" x 9""" 2" X 7" 6 20 18 16 14 Screw Size Minimum Distance and Spacing of Screws Edge To Center Center To Center 8 5/16" 5/8" 10 3/8" 3/4" 12 112" 1" 14 or 1/4" 3/4" 1-1/2" 5/16" 7/8" 1-3/4" 3/8" 1' 2" Refers to each side of the connection of the beam and upright. 0.082" wall thickness, 0.310" flange thickness Note: 1. Use full lap cut detail for 2" x 6" beam to 2" x 3" upright. 2. Connection of 2" x 6" to 2" x 3" not allowed for partial lap connections. 3. For beam to beam splice size and number of fasteners is per side per end of splice. 4. Spans are based on 120 M.P.H. wind load. Multiply spans/heights by 0.85 to obtain spans/heights for 140 M.P.H. 5. Deck anchors are based on Rawl® tapper load data for 2500 p.s.l. concrete and are considered to be typical for masonry and concrete anchors. Number of anchors is total (1/2 per side). 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 With 3 #10 x 1/2" EACH SIDE To 3'-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" Notch S.M.B. Over Beam And Upright 4 #10 x 112" Each Side'" 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 shall be used for host structure attachment when knee brace length exceeds 4'-6" u Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4365. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 7674774 FAX (904) 767.65% SEAL PAGE' AA © COPYRIGHT 2000 1 "t8 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. r MI SCREENED ENCLOSURES CONNECTOR MAYBE (2) ANGLES, INTERNAL'U' CHANNEL OR EXTERNAL'U' CHANNEL- EACH. SIDE OF CONNECTING BEAM WITH SCREWS (PER SECTION 9) Im w PRIMARY -BEAM OO = (SEE TABLE 1 .1 OR 1.8) OO IL . . O o SECTION 1 CARRIER BEAM MINIMUM NUMBER S.M.S. @ 3/4" LONG SEE TABLE 1.5) REQUIRED EQUAL TO BEAM DEPTH SEE SECTION 9) NOTE: EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH 3) #10 x 1-1/2" INTERNALLY.. CARRIER BEAM TO BEAM CONNECTION 1" x 2" OR 2" x 2" ATTACHED TO WALL WITH #10 x 2" S.M.S. @ 16" O.C. \ O PRIMARY OR CARRIER BEAM w SIZE PER TABLES) CL Qo a o OI HOST STRUCTURE MASONRY OR FRAMED WALL SELECT FASTENERS FROM SECTION 9 BEAM TO WALL CONNECTION Lawrence E. Bennett;•P.E. CML ENGINEER • DEVELOPMEN7CONSULUNT P.O. BOX 4368, SOUTH DA*6NA: FL 32121 TELEPHONE (904) 767-4774 ' } FAX (904) 767$586 COPYRIGHT 2000 - PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 1-13 x 8 Associates Inc. FAX NO. : 407 788 0762 Oct. 03 2001 10:39PN P1 Herx & Associates Inc. L a n d S u r v e y i n g 455 Douglas Avenue Suite 1455, Altamonte Springs, Florida .32114 (407)788-8808 Member of the Florida Surveying and Mapping Society and American Congress on Surveying and Mapping Map of Survey LINE BEARING DISTANCE L I N 89045'58'W 53.55' L 2 N 01"08'02'W 1,89' L 3 N 89'52'41"W 1.10' L 4 S 89'40'49-E 55 00' P.R,&f PLAT CORNER NOT PLATTED L LI NV f A .-.--I.- _ 1 10 _ V 40 0' N A40DEL FP-41 A,B.0 d 0 LOT 7 ? ONE STORY ERESIPENCEtVw LOT 5 ill FL.r C a N 0) o m o 0 0 Q 60' D O N a.o r.7' 7. 5 21.J' ryP. N h V u N N N 414 14 L4 o REFERENCED BEARING CATCH BASIN v NN 89'40'49"W A954.45 CIL CALABRIA SPRINGS COVE P.C,P 1` 50 ' R/W) TRACT F PRIVATE ROAD. DRAINAGE & UTILITY EASEMENT SET& 1CKS- SITE DATA CITY OF 54NFORD Front 25' Rao^ 20' A4TRV_K)US So. FT. _ 425 Side 75 ' Corner 25 LOT LEGAL DESCWTION.• Lot 6 . " C.AL49RI4 COVE " 1 M P E R V 10 U S AREA - 2.978 S0. FT. occor&j to the Plol thereof as recorded In Plot Book Nolc: Bel nggs shown hereon are referenced T the C/L otpagesofthePublicRecordsofSeminoleCounty. Florida of CALABRlA SPRNGS COVE as being N 89°40'49"W. FLOOD 14AZARD DATA; The Parcel shown hereon 4es within Flood Zono "X"• Vorticd dotun is based on NGVD per Eng, erng occordirl9totheFloodhsuronceRuleMtpCommuvtyPwelNrberconstructionplansbyBurkettEngineerng. hc. 1202890040E.Dorcd 04/17/95. Prolec No. 9709-31, General Notes: 1. This is a BOUNDARY Survey performed in the field on Proposed 2- No aerial, surface or subsurface utility installations, underground irnpeovainenlg or subsurfawacrfal encrozichmen(s, it any, were located. 3. Building ties shown are to the exterior unfinished loundation surface or rorinboaro'. 4. Elevations shown hereon, It any, are assumed and tvere obtained from approved Construction plans provided by the Client unless otherwise noted, arld are shown only to depict the prbpoUd or actual difference in elevation relative to the assumed temporary Benchmark shown hereon. 5. The parcel shown hereon is subject to all easements, reseivatlons, restrictions, and Rights - of -way of record whether depicted or not on this document. No search of the Public Records has been made by this office. 6. The legal description shown hereon is as furnished by clieni. 7. Platted and measured distances and directions am the same unless otherwise noted Denotes X'iron rod with yellow plastic cap marked LB4932 or LS3182, or iron rod with rod plislic Cap marked ''Witness Corner', unle ss otherwise notccf. O Denotes P,C.P. (Permanent control point) Denotes Permanent Retcrcncc hfonumeol Legend tF Temporary Benchmark aS Urlsot assumed datum) O.R.D. Official Records Oook BOyY Back of sidewalk PB Plat Book C4 Cenlerline PC Point of Curvature n Central or (Della) Angle PCc. Pant of Compound Cut atwo CALC Calculated P.C.e Permanent Control Point CB Chord Bearing PG. Pogo CD Chord 11,R.M. Pormanont Rcfcrcncc Monumcm C M C. croto Monument PIL Property Line EL, or ELEV Elevation (Proposed) RO. B. Point of Beglrmirmp FINAL, El. Elevation (Mcasvied) P. o.C. Point of Commenesmam FD. Found P. 1. Point of/nlerseclion Final. Clov. Finished Floor Elevation PAC. Point of Reverse Curvature I. P. Iron Pipe PT. Point of Tangency I. Q. Iron Rod R Radius L Arc Length RED Radial Line LB Licensed Business RES. Residence L5. Land Suneynr Rrw Rbhaot.Way lee Measured RIM Yt1mp0r,1ry Nnnrhmark NIG( NAD) Nail and Disk TYP, TyPtcal N. R. Not Radial Fence symool (see drawing) X— X- Fence symbol (see drawing) ho f, aallorid- on: Not valld without the signature red the original rallied seal liceuled Surveyorand Alappar Oror. by: BB meets LAe repuh'a f the FloridMnnVr rechnlcal Ch e L •d by- DP ss contsirled In mar G17.6 F1orlda Adm/nlstratNt7 Godc. Pr s pore d For ; 8EAZER SketchofLego/ Description Job Nueber! 01-005-02 Th i s i s no t o Survey Scale ; 1'- 30' lam? 1/ PVYYI f Pmr O c A P 1 n r n 1 a n n—fnr,.rH' 07.95-ni Nnnet POOLS BY BRADLEY w Address, 116 CALBR I A SPRINGS COVE City,SANF RD L- 6 SubdlyISIORIA ABR I A COVE 9' - 0' I 1 X 2 0 1 ao ro , 0X X X U ( U tU 2 X 4 O I n 1 X 2 9' - 0' 0 I N U f V v X X 1y rcu I Ill N 33' - 0' I 0 1 I Z0 W I VLp1mapil, I ff Mm I H BMW q7qqft! MWi IP I i 0 1 N V 0 I I 6'- 6'--61-6'---7'-0'---- - — - JOB NO. CACDV006 I 1 m I 0 i SANFOACCEESPTPLANSARE RO SUILOING OEPr CONST. HE Wp UO F O SE A * A PERMITO CONOrnOTEO CANRK ANO NOT LICENSE Tp PUEO SHLL'"fLLyCEL I SOVISIONS LTER. OR S SR M7TFEjOEPrA R OFAP$TECHNICA SIDE ANOY VIOLATE ERIWIrkiOTRNOFOCHEREAFeR OF RE EN rH NOR SHALLERT OTHER VIOLATIR'SpNS OF ECOES N TRu ON City of Sanford Model Codes in effect: Standard Building Code 1997 ed. Standard Plumbing Code 1997 ed. Standard Mechanical Code 1997 ed. National Electrical Code I ed. See City Code AMENDMENTS FL. Accessibility Codes 1997 FL. Energy Code 1997 PERMIT # 02--06S OFFICE COPY