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HomeMy WebLinkAboutCoastal Aluminium - 990900201,360 cc Y11.±87OP iro1�f7Ppl'CE i � /1/'4635"r. weeny ,i,Cuvr srJr� GNeu J Y _ dL'C2':7 is 9Q'} 7YG7�C/CLx I1LC1' W Aewwr jwJr maaxam res a o i • � �u �+ avrnr . f�y.6 ,,00 • - N 4�00 OO'1.WAS1AW1 LEG, DESCRIPTION: The South 100 feet of the Borth 300 feet of that part of Lot 62f lying East :7f Canal No. 71 and South of the Westerly extension of -the North boundary of Outloc • being also the South boundary of Outlots 15 and 16, according to the SHEEN'S SURVEY of WRITE CITY in Section 4. Tovoship.36.South, Range 40 East, as recorded in Plat Book 1. Page 23, of the Public "cords of St. Lucie County, Florida. w A- 1 SECTION 1 K-BRACING (OPTIONAL) SIDE WALL CABLES ARE REQUIRED WHEN . PROJECTION 'SW' EXCEEDS 29'-0" T PROVIDE (1) C/ FOR EACH 300 SC OF WALLOP K-BRA( �r (OPTIC I SCREEN (TYPI ALUMINUM COLU (TABLE t3 ANC GIRT (TrYP-I (1" x 2" TYPI SCREENED ENCLOSURES 1"1 / PURLINS (TYPICAL) PERIMETER MEMBER CABLE CONNECTION DETAIL 1 (TYPICAL) TYPICAL MANSARD ROOF ELEVATION SCALE: 1/8" = V-0" TYPICAL MANSARD ROOF ISOMETRIC SCALE: 1/8" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P,O BOX 4360. SOUTH DAYTONA, FL 32121 TELEPHONE (9D4) 7674774 FAX (904) 767-6556 SCREEN (TYPICAL) GIRT (TYPICAL) CABLE CONNECTION DETAIL 2 (TYPICAL) GRADE ALUMINUM BEAM (SEE TABLE 1.1 OR 1.8) t' DIAGONAL ROOF BRACING (SEE SCHEMATIC PLAN) PERIMETER WALL FRAME SIZE (TABLE 1.3 AND 1.4) /UNLESS NOTED OTHERWISE, SIZE MEMBERS PER APPROPRIATE TABLES COASTAL ALUMINUM CONSTRUCTION, INC. 1623 SW MACE?O BLV® PORT ST. LUCIE, FL 34484 , (407) 671-0223 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E_ BENNETT, P.E. SELECT NUMBS 1 1 1` \POST (T) SCREENED ENCLOSURES I SECTION 1 MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) SELF MATING BEAM (SEE TABLE'f.1 OR 1.8) 1" x 2" SNAP SECTIONS ATTACH TO 2" x 2" W/ #10 x 1-1/2" S. M. S. @ 24" O. C. OR CONTINUOUS SNAP SECTIONS 2" x 2" PURLINS`ATTACH TO BEAMS Wl (2) #10 x 1-1/2" S. M. S. l" x 2" OPEN BACK FASTENED TO POST W/ (2) #10 x 1-1/2" S.M.S. SLOPING BEAM TO UPRIGHT-6 6 NNECTION DETAIL (PARTIAL LAP) SCALE: 1/4" = 1" COASTAL ALUMINUM CONSTRUCTION, INC. 1623 SW MACEDO BLVD PORT ST. LUCIE, EL 349" , L- (407) 871-0223 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 © COPYRIGHT 1999 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. �. SECTION 1 1 SCREENED ENCLOSURES NOTE: MINIMUM POST SIZES REQUIRED FOR EACH BEAM SIZE (SEE TABLE 1.6) 2" x 2" PURLINS ATTACH TO BEAMS WITH (2) #10 x 1-1/2" SHEET METAL SCREWS 2" x 2" MAY BE ROTATED TO \\ACCOMODATE-SCREEN , 0 0 0 0 1\s2" EXTRUSION FASTENED ,,. TO 2",x 2" W/ #10 x 1-1/2" S.M.S. 2" x 4" S.M.B. 0 0 0 0 @ 247' O. C. 2" x 6" S.M.B. 0 0 0 0 0 0 0 0 2" x 7" S.M.B. 0 0 0 0 2" x 8" S.M.B. 0 0 0 0 2" x 9" S.M.B. 0 0 0 0 .•2" x 3" UPRIGHT MUST BE NOTCHED ao ao g ao FOR 2" x 2" ROOF PURLINS 0i vi u6 \•FASTENER SIZE, NUMBER AND x x x '11�,'RATTERN (SEE TABLE 1. 6) N C N N BEAM OVERLAP CONNECTION OR GUSSET II. HORIZONTAL -BEAM_ _TO_ UPRIGHT -CONNECTION DETAIL (PARTIAL LAP) SCALE: 1/4" = 1" SEAL PAGE 3 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 7674774 FAX (904)767.6556 COASTAL ALUWINUVL CONSTRUCTION, INC. 1�-23 SW MACEDO BLVD PORT S T . Lucm, rL 34984, , (407) 871-0223 © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES SECTION 1 O.C. 2"x5"xi BEAM CC 1/ '.HANNEL 2-1/8" x 8 x 1/2" S.M.S. )F BEAM STANCE TO HOST WALL 36" rE SPECIFIC IG SELF MATING BEAM CONNECTION TO SUPER GUTTER SCALE: 1/4" =1" 7/8" FERRULE WITH 3/8" x 8" 2" x 2" x 0.063" ANGLE WITH (4) LAG SCREWS-@ EACH _BEAM #8 x 1/2" S.M.S. EACH SIDE TO BEAM AND SUPER GUTTER I INTERNAL CHANNEL SELF MATING (OPTIONAL) BEAM 1/8" x 1-3/4" x 1-3/4" x 1-3/4" SIZE VARIES) @° Q 0 _ _ _ _ TAIL CUT OFF BEAM \@ O O _ _ _ (OPTIONAL) SUPER GUTTER �_ 1/4" x 2" LAG SCREWS @ 24" O. C. MAXIMUM DISTANCE TO HOST RECEIVING CHANNEL 2-1/8" x STRUCTURE WALL 36" 1" W/ (3) #8 x 112" S.M.S. EACH WITHOUT SITE SPECIFIC SIDE OF BEAM ENGINEERING TYPICAL SELF MATING BEAM AND GUTTER CONNECTION SCALE: 1/4" = 1" COASTAL ALUMINUM CONSTRUCTION. INC. IC-23 SW MACEDO I3LVD FORT ST. LUCIZ FL 349" (407) $71-0223 -_ Lawrence E. Bennett, P.E. CML ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767-6556 SEAL PAGE © COPYRIGHT 1999 If NOT TO BE REPRODUCED IN WHOLE OR IN,PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE'E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES TYPI n 18" x 1-112" x 8" FLAT BAR i" PLATE OUT ON 45 ANGLE' n ' 3OLT C.P. OR S.S. FOR CABLE .� TENSION 132" O STAINLESS STEEL (METER FRAMING MEMBER I TFIUAL t,f- bl-r- UONNECTIONS @ CORNER DETAIL 1 SCALE: 1/4" = 1" MIN. 3-1/2" SLAB 2500� P.S.I. CONCRETE 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE \ .\Q d A d d 0 r+AMI c r%nKIAICr%-rinAle n L=nl IKIMATInAI Mr:T SCALE: 1/4" = 1" NOTE: SIDE WALL CABLES ARE NOT REQUIRED ON POOL CAGES THAT DO.,NOT EXTEND MORE THAN THREE PANEL WIDTHS -OR 29'-0" FROM THE MAIN STRUCTURE: END WALL CABLES ARE REQUIRED IF THE SCREENED -ENCLOSURE EXTENDS MORE THAN ONE PANEL WIDTH OR 9'-0" FROM THE MAIN STRUCTURE. THE USE OF BLIND OR INTERNAL SCREW CONNECTIONS IN THE CONSTRUCTION OF SCREENEDENCLOSURES IS ACCEPTABLE. (1) PAIR OF CABLES REQUIRED FOR EACH 300 SQ. FT. OF WALL AREA 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 COAnAL ALY)NMUM itCONSTRiUCTION, INC. 1623 SW MACEDO BLVD PORT ST. LUCIE, FL 34984 (409) SVI-0223 SEAL PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES 1" x 2" EXTRUSION ANCHOR 1" x 2." x 0.044" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST @ 24" O.C. MAX. OR THROUGH ANGLE @ 24" O.C. MAX. POST SIZE (SEE ENGINEERING TABLES) 1/4" DIAMETER THRU-BOLTS MIN. 3-1/2" SLAB 2500 P.S.I. CONCRETE 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE VAPOR BARRIER UNDER CONCRETE POST TO PLATE TO CONCRETE DETAIL SCALE: 1/4"-= 1" POST SIZE 1" x 2" EXTRUSION - \(SEE ENGINEERING TABLES) ANCHOR 1" x 2" x 0.044" PLATE 2" x 2" x 1/8" ANGLE EACH SIDE TO CONCRETE W/ 1%4" x-2=1/2" ATTACH 10 POST AND CONCRETE ANCHORS"WTHIN CONCRETE @ LOAD BEARING 6' OF EAC4SIDE OF EACH WALL W/ (2) MIN. #10 x 1/2" POST @ 24"'O.C. MAX. OR S.M.S. EACH SIDE THROUGH ANGLE @ 24" O.C. MAX. ANGLES AS SHOWN ABOVE a MAY BE USED TO CONNECT MIN. 3-1/2" SLAB 2500 P.S.I. ° o a ° CHAIRRAILS AND PURLINS CONCRETE�6,x 6 - 10 x 10 a ! WELDED WIRE'MESH OR ,VAPOR BARRIER UNDER FIBER MESH CONCRETE- "'CONCRETE ALTERNATE POST TO BEAM AND PLATE TO CONCRETE DETAIL 1" x 2" EXTRUSION — ANCHOR 1" x 2" x 0.044" PLATE TO CONCRETE W/ 1/4" x 2-1/4" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST @ 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 SEAL PAGE SCALE: 114" = 1" POST SIZE (SEE ENGINEERING TABLES) VAPOR BARRIER UNDER CONCRETE SIDE WALL POST TO PLATE TO CONCRETE DETAIL SCALE: 1/4" = 1" 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 Cg) COPYRIGHT 1999 COAnAL ALUMTNUI� CONSTRUCTION. INJ C. IC-23 SW MACEDO BLVD FORT ST. LUCIE, FL 349U , Q407) I371-0223 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 , SCREENED ENCLOSURES 5/16"0 GALVANIZED 'ALL THREAD' OR'THREAD ALL' EMBEDDED IN CONCRETE OR FASTENED TO CONCRETE W/ APPROVED CONCRETE ANCHOR @ 24" O.C.'MAX. AND WITHIN 6" OF EACH UPRIGHT OR APPROVED ALTERNATE 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROWLOCK INTO FIRST COURSE OF BRICKS 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE (1) #5 0 BARS W/ 3" COVER (TYPICAL) ALUMINUM FRAME SCREEN WALL ROWLOCK - =- BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL - `") ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" 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" TAPCON TO SLAB OR FOOTING BRICK KNEEWALL AND FOUNDATION FOR SCREEN WALLS SCALE: 1/2" = T-0" 2'-0" MIN. (1) #5 BAR CONT. BEFORE SLOPE N^' (1,)-#5 BAR CONT. <� cn 8" /r V-0" TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING A - MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2"/ 12" 2" / 12"- - 1'�40" > V-10" NOTES: 1. NO FOOTING REQUIRED EXCEPT WREN -ADDRESSING EROSION UNTIL THE COMBINED BEAM LENGTH AND UPRIGHT HEIGHT OF THE ENCLOSURE EXCEEDS 55'-0" THEN A TYPE 11 FOOTING IS REQUIRED. 2. MONOLITHIC SLABS AND FOOTINGS SHALL BE MINIMUM 2,500 PSI CONCRETE WITH 6x6-10x10 WELDED WIRE MESH OR FIBER MESH MAY BE USED IN LIEU OF MESH. 3. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB -FOOTING DETAILS SCALE: 1/2" = V-0" Lawrence E. Bennett, P.E. COASTAL AL.UMY1tiIJiM, CtVILENGINEER - DEVELOPMENT CONSULTANT CONSTRUCTION, INC. P.O. BOX4368. SOUTH DAYTONA. FL 32121 1623 SW MACEDO fax I« TELEPHONE (904) 767-4774 FORT ST.. LUCLE, FL 34984 FAX (904) 767-6556 $4ti7j $71-aDZ2s SEAL PAGE © COPYRIGHT 1999 7NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E SCREENED ENCLOSURES SECTION 1 ' f,. 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 Load Width "W" = Beam S acin 3'-0" 1 4'-0" 5'-0" 1 6'-0" 7'-0" 1 8'-0" 1 9'-0" Allowable Spa "L" 2" x 2" x 0.032" 11'-4" 9'-10" 8'-10" 1 8'4' T-5" U-11" 6-7" 2' x 2" x 0.036" 12'-5" 10'-9 9'-8" 8'-10" --7" 8'-2" 7'-7" T-2" 2" x 2" x 0.044" 13'-T' 11' 9, 10'-6" 8'-11" 8'-4" T-10" 2" x 2" x 0.055" 14'-10" 12'-10" 1 V-6" 10'-6.1 9-9" 91-1" 8'-7" 2" x 3" x 0.050" 20'-5" 17'-8" 15'-10" 14'-5" 13'4" 12'-6" 11' 9" 2" x 4" x 0.050" 25.-3" 21'-10" 19'-7" IT-10" 16'-6" 15'-5" 14'-7" Self -Mating Sections Load Width "W'= = Beam S acin 3'-0" 4'-0" 5'-0" 6%0" 1 7'-0" !1 9'-0" Allowable Span "L". 2'_x=4t'-x-0.038" x 0.100' —. 26'-7" 20'-7" 18'-10" 17'-5" 164" 154" 2" x 6" x 0.050" x 0.120" 39'-4" 34'-1" 30'-6" 27'-10" 25'-9" 24--1" 22'-9" 2" x 7" x 0.055" x 0.120" 44'-11" 38'41" 34'-10" 31'-10" 29'-5" 27'-7" 25'-11" 2" x 8" x 0.072" x 0.120" 57%9" 50'-0" 44'-9" 40'-10" 37'-10" 35'-4" 33'-4" 2" x 9" x 0.072" x 0.224" 63'-2" 54'-8" 48'-11" 44'-8" 41'4" 38'-8" 36'-6" 2" x 9" x 0.082" x 0.310" 68%11" 59'-8" 53'-5" 48'-9" 45'-1" 42.2" 39'-9" Snap Sections Load Width "W" = Beam Spacing 3'-0" 4'-0" 5'-0" 1 6'-0" 7'-0" Allowable Spa "L" 2" x 2" x 0.041" 15'-7" 13'-6" 12.-1" 1 11'-1" 10' 3" 9'-7" 9,41 2" x 3" x 0.045" 20' 3" 17' 7" 15'-8" 14'-4" 13'-3" 12'-5" 11,4, 2" x 4" x 0.045" 25'-1" 21'-9" 19'-5" 17'-9" 16 5" 15'-5" 14 6" 2" x 6" x 0.062" 42'-7" 36'-11" 1 33'-0" 1 30'-2" 27%11" 26'-1" 24'-7" 2" x 7" x 0.052" 47'-9" 41. 4" 1 36'-11" 33•-9" 31'-3" 29'-3" 27.-7" Example: If beam spacing "W" = 4'-0" Maximum "L" for a 2" r, 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 fcr total beam spans Purlin cpaeing 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 purfin shall include lateral bracing as shown in detail (48'-0") span with purfins at T- 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. COASTAL ALUWIiNUM CONSTRUCTIC'N, INC. E%-23 SW NIAC D10 131-V F0111' 5a. LUCiE..TL 34984, (407) 871-0223 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 PAGE © COPYRIGHT 1999 •. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREENED ENCLOSURES I SECTION 1 :y Allowable Spans For Primary Screen Wall Members (Uprights) (Post I Upright Height) Aluminum Alloy 6063 T-6 Hollow Sections Load Width = Upright Spacing 3'-0" 1 4'.0" 1 T-0" 1 6'-0" 7'-0" 1 8'-0" 9'-0.' Allowable Hei It "H" 2" x 2" x 0.032" 8'-4" T-T' 6'-6" 5'-11" 5'-6" 1 5'-1" 4'-10" 2" x 2" x 0.036" 9'-2" T-11" T-1" 6' S" 5'-11" 57, 5'-3" 2" x 2" x 0.044" 9'-11" 8'-8" T-9" T-1" 6' 6" 6'-1" 5'-9" 2" x 2" x 0.055" 10'-11" 9'-5" 8'-5" . T-8" T-2" 6' 8" 6' 3" 2" x 3" x 0.055" 14'=11" 12' 11" 11'-T' 10'-7" 9'-10" 9'-2" 2" x 4" x 0.050" 18' 6" 16'-0" 14'4" 13'-V 12' 1" 11' 4" Self Mating Sections Load Width = Upright Spacing 3'-0" 4'-0" 1 5'-0" 1 6'-0" 7'-0" d 8S 0 9'-0" Allowable Hei ht "H" 2" x 4"-x-0.038" x 0.100— 19'-6" 15'.2" 1 1T-10" 12'-9" 2" x 5" x 0.050" x 0.120" 28'-10" 7b -0" 22'-4" 20'-5" 18' 11" 17.-8" 16' 8" 2" x 7" x 0.055" x 0.120" 33' 0" 28'-7" 25' 7' 23'-4" 21' 7" 20 3" 19'-1" 2" x 8" x 0.072" x 0.224" 42'-4" 36'-B" 32-10" 29'-11" 27'-9' 25'•11" 24'-6" 2" x 9" x 0.072" x 0.22.4" 46'-4- 40'-2" 35'-11" 32'-9" 30'-4" 28'-5" 26'-9" 2" x 9" x 0.082" x 0.306" 50' %" 43'-? 0" 39'-2" 35'-9" 33'-1" 30'-11" 29'-2" Snap Sections Load Width = U ri ht Spacing T-O" 4'-0" 1 '-0" 1 6'-0" 1 T-0" 1 8'-0" 9'4" Allowable Hei ht "H" 2" x 2" x 0,041" 11'-61. 9'41" 8' 11" 8 1" 7' 6" T-O" 6'-7" 2" x 3" x 0.045" 14'-10" 12'-11" 11'-6" 10'-6" 9' 9" 9' 1" 8` 7" 2" x 4" x 0.045" 18'-5" 15-11" 14'-3" 13'-0" 12'-1" 1 V-3" 10'-8" 2" x 6" x 0.062" 31'-3" 27--1" 24'_3" 22 l" 20 6" 19'-2" 18'-1" 2" x 7" x 0.062" 350" 30'-4" 27'-2" 24'-9" 22' 11" 21'-5" 20'-3" 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 Example: Screen panel width "W 4'-07'; Maximum "H" for a 2" x 4" x 0.038" x 0.100" Self Mating Beam = COASTAL A,LUPvxiT+UiN CONSTRUCTION, INC. 1623 W (VIACEDU BLVD FORT ST. LUCIE, FL 349" , 407) 521-0223 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 Q COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SEAL PAGE 9 SECTION 1 I SCREENED ENCLOSURES CONNECTION (PLATE INSIDE 2" x 2" PURLINS ATTACHED BEAM) OTHER OR CUT FOR TO BEAM WITH (2) #10 x 1 1/2" GUSSET PLATE CUT BEAM TO SHEET METAL SCREWS SLIDE OVER EACH Oo �° O O GUSSET PLATE O O TO BE SAME @ OO Q _ ^ THICKNESS AS BEAM WEB MINIMUM SPACING (PER TABLE 1 .6) TYPICAL SIDE PLATE CONNECTION SCALE: 1 /4" = 1" CONNECTION (PLATE INSIDE BEAM) OTHER OR CUT FOR GUSSET PLATE CUT BEAM TO © O® SLIDE OVER EACH BOO \ O O O O \ ef�OOO 0 0 0 NOTE: SELECT FASTENER SIZE, NUMBER AND SPACING FROM TABLE 1.6 TYPICAL SIDE PLATE CONNECTION - MANSARD ROOF SCALE: 1/4" = 1" SPLICE TO BE LOCATED 1/4 TO 1/3 BEAM SPAN AND d = HEIGHT OF BEAM STAGGERED EACH SIDE OF BEAM SPLICE SHALL BE MIN. d-.50" d-.50" SELF MATING BEAM d-.50" HEIGHT- 2 x (d - .50") LENGTH .75" + + + + + + + + 1" MAX' d-.50" PLATE CAN BE INSIDE OR 75" + + + + + + + + MAX OUTSIDE BEAM OR LAP CUT DENOTES SCREW PATTERN FASTENER SIZE, NUMBER AND NOT NUMBER OF SCREWS SPACING (SEE TABLE 1.6) TYPICAL BEAM SPLICE DETAIL SCALE: 1/4" = 1" SEAL PAGE 10 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 COASTAL ALUMINUM CONSTRUCTION, INC. 1-23 SW MACEDO BLVD PO- RT ST. LUCI.E, FL 3498,9 , e� (407) 871-0223 CQ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 1 SCREENED ENCLOSURES jk�_ Minimum Upright Sizes and Number of Screws for Connection of Roof Beams To Wall Uprights or Beam Splicing Beam Size Upright Size Deck Anchors NotesMinimum Number of Screws #8 x'A" #10 x'/,' #12 x/z' 2" x 3" 2" x 3" 2 No Splice 6 4 4 2" x 4" 2" x 3" 2 8 6 4 2" x 6" 2" x 3" 4 Full Lap 10 8 .6 2" x 6" 2" x d" 4 Partial Lap 10 8 6 2"x7" 1 2"x4" 4 14 12 10 2" x 8" 1 2" x 6" 6 16 14 12 2" x 9" 2" x 6" 6 18 16 14 Screw Size Minimum Distance and Spacing of Screws Edge To Center Center To Center #8 5/16" 518" #10 3/8" 3/4" 1 #12 112" 1" ' Refers to each side of the connection of the beam and upright. Note: Use full lap cut detail for 2" x 6" beam to 2" x 3" upright. Connection of 2" x 6" to 2" x 3" not allowed for partial lap connections. For beam to beam splice size and number of fasteners is per side per end of splice. Spans are based on 120 M P H wind load Multiply spans/heighis by 0 85 to obtain spans/heights for 140 M P H. Deck anchors are based on rawl tapper load data for 2500 p.s.i. concrete. Minimum Size Screen Enclosure Knee Braces And Anchoring Required Aluminum 6063 T-6 Brace Len th 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 0.050" 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 #10x 1/2" Each Side (see I axle i.b ror Numoer r+no alze VT screws) Note: 1. For Required Knee Braces Greater Than 4'4' Contact Engineer For Specifications And Details. 2. Cantilever beam detail shown on page shall be used for host streture attachment when knee brace length exceeds 4'-6" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-47;74 FAX (904) 767.6556 COASTAL ALUMINUM, CONSTRUCTION, INC. IC-2,3 SW NIACEDO BLVD PORT 51'. LUCIE, FL 34984 L (407) 873-0223 SEAL PAGE COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. t U670. 00 a¢oa %111'46:55"'/ACAWm/ .vw �.rwsrep oweAnre �owefAo/vw[xrnes auevrize �" sr 90,0121" I / otu 2d2' cow P/O iaz °�ror _ v I 'K I s�ext ,wxw' .. % aettber \ \ Q 76S JL9" U3YFIMY // \ iTiO M hh � Rx! ao 1 6B'/305"/ / _ o , nz',Anvna no ur N 'lAr ,/ A i Sc O LEG, - DESCRIPTION: The South 100 feet of the North 300 feet of that part of Lot 621 lying Fast f final No. 71 and South of the Westerly extension of the North boundary cf 0utlut being also the South boundary of 0utlots 15 and 16. according to the frJ `+ SHEEN'S 6-TRVEY of W111TE CITY in Section 4, Township 36 South, Range 40 East, as -3- d recorded in Plat Book 1, Page 23. of the Public Records of St. Lucie County, Florida. 99,090646 ST. LW Y BUILN R FORE '.. REVIEWED BY DATE PL IT MUST BOBORNO INSPECE, r 1 ' c-= 0,4'� m 19 0 - --�. (Oro Lj LEGAL DESCRIPTION: The South 100 feet of the North 300 feet of that part of Lot 621 lying East of Canal No. 71 and South of the Westerly extension of the North boundary of Outlot 14, being also the South boundary of Outlots 15 and 16, according to the SHEEN'S SURVEY of WHITE CITY in Section 4, Township 36 South, Range 40 East, as recorded in Plat Book 1, Page 23, of the Public Records of St. Lucie County, Plori.da. 0