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HomeMy WebLinkAboutRaymond & Marcia A. Himmel Home - 971000517 11 , , , S y - --- - �� - D• D .O gee D Ep Ep — ..__ �-- TH►CKEN.._ iu- REQU�REp— ST. LUCIE COUNTY BUILDING DIVISION • ... �� W �QTH FOR E REVIEWED 6„ DEPTH & 12 --- ' _ .. ..._- _. 4 OR REVIEWED WITH (1) # -- - DATE PLA A D PERMIT - MUST BE KEPT ON JOB ORj NO INSPECTION WILL BE DE - - - C C 40 T�ko Af*.� - k. P 4,Q�a ( pk A o,� L �,� e ,a N►�a c t b, L'a f BLK 6, LOT 5 /'OVER RA G y i I A r A v fL I Iy PROPOSED I� I �oKCH�. MANUFACTURED HOME MODEL No. 4445 �I SER. No. 21105 I a a . H:B. 2604 W.P. b 52' SECTION i7l ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS INTERNAL OR EXTERNAL RECEIVING CHANNEL 2' x 2' x 0.063' ANGLES INTERNAL OR EXTERNAL ANGLE CLIPS ALUMINUM TUBE COLUMN CONCRETE ANCHORS PER S( EXTRUDED ALUMINUM BASE OR BREAK FORMED U-CLIP CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE CONCRETE SLAB OR FOOTING TUBE COLUMN BASE SCHEMATIC INTERNAL BASE NOTE ATTACHMENT DETALS SHOWN REQUIRE DIAGONAL BRACING FOR FREESTANDING COVERS Lawrence E. Bennett, P.E. CM. Ed 443M - DEVELOPUNT CONSULTANT P.O. BOX 436% SOUTH DAYTONA, FL 32121 TELEPHONE (904) 787-4774 FAX (604) 787-6WO SEAL PAGE © COPYRIGHT 1997 44 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNM, P.E. " SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.1.3: Allowable Spans for Roof Pan Panel Products for Various Loads Industry Standard Products 3105 H-28 Aluminum Alloy 3" x 124I x OFQ26" Panels O en Buildin s Enclosed Buildings ! Wind I Applied Overhana Condition I Wind Applied Overhan Condition _J Region Load Re ion Load NONE 1'-0" 1 2'-0" 1 3'-0" 1 4'-0" NONE I 1'-0" 2'.0" 3'.0" 4'-0" ! 17'-5" 17'-11" 18'-9" 102 M.P.H. 29 12'-11" 13'-2" 13'-7" 14'4" 15'-3" ! 110 M.P._H. 20 15'-8" 15'-9" , 16'-2" 16'-9" 17'-7" 110 M.P.H. 35 11'-10" 11'-11" 12'-6" 13'-3" 14'-3" 120 M.P.H._ 23 14'-7" 14'-9" 15'-1" 115'-9" 16'-8" 120 M.P.H. 41 10'-111, 11'-1" 11'-8" 12'-6" 13'-6" 125 M.P.H. i 26 13'-9" 13'-10" 14'-3" 14'-11" 15'-11" 125 M.P.H. 45 10'-5" 10'-7" 1 11'-2" 12'-0" 13' -2" L 140 M.P.H. 32 12'-4" 12'-6" 12'-11" 13'-9" 14'-9" 140 M.P.H. 56 9'-4" 9'-7" 10'-2" 11'-1"1 12'A" -- 3" x 12" x 0.032" Panels - — —— - Open Buildings Enclosed Buildings Wind Applied ! Overhana Condition Wind Applied Overh nq Condition Region Load_ !NONE. 11'-0" i 2'-0" 1 3'-0" 4'-0" Region Load NONE 1'-0" 2'-0" 3'.0" 4'-0" 102 M.P.H. 17 ! 1914" 19'-5" 19'-9" 20'-3" 20'-111 102 M.P.H. 29 14'-10" 14'-11" 15' 4" 15'-11" 16-10" I 17'-10" 17'-11 18'-3" 18'-10" 19'-6" ! 110 M.P.H. 35 13'-6" 13'-7" 14'-1" 14'-9" 15'-8" H ! 120_M.PA. . _ 1 23 _ 116'-7" 16'-" 9 17'-1" 17'-8" 18'-5" 120 M.P.H. 41 12'-5" 12'-7" 13'-1" 13'-10" 14'-10" 15'-9" 16'-2" 16'-9" 17'-7" 125 M.P.H. 45 11'-11" 12'-1" 12'-6" 13'-4" 14'-4" 140 M.P.H. 32 _ 14'-1" 14'-3" 14'-8" 15' 4" 16'-2" 140 M.P.H. 56 10'-8" 10'-10" 11'-4" 12'-3" 13'-4" Note: Total roof panel width = room width plus wall width plus overhang. Lawrence E. Bennett, P.E. CWL E"AMR - DEVELOPAENT cONSLLTANT P.O. BOX 4368, SOUTH DAYTON& FL 321M TELEPHONE (904) 767-4774 FAX (904) 787-8558 SEAL © COPYRIGHT 1997 PAGE NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE I- BENNETT, RE 117 SECTION 3 ALUMINUM ATTACHMENT To (1) #5 BAR CONTINUOUS OPTIONAL CONCRETE CAP _ BLOCK OR BRICK (1) #4 BAR CONTINUOUS — MAXIMUM DIFFERENTIAL N SOL HEIGHT (1) #4 BAR AT CORNERS AND 10'-0' ON CENTER FILL CELLS AND KNOCK OUT BLOCK TOP COURSE WITH 3000 PSI PEA ROCK CONCRETE SCREEN, VINYL & GLASS ROOMS „ �1 it; I �• 12' RAISED PATIO FOOTING 3-1/2' CONCRETE SLAB 6x6-10x10 W.W.F. OR FIBER MESH CONCRETE VISQUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE WELL COMPACTED CLEAN FILL OVER SACRIFICED NATURAL SOL 90% RELATIVE DENSITY CONC. FILLED BLOCK STEM WALL 8'x8'x16'CMU 6' x 12' CONCRETE FOOTING WITH (1) #5 CONTINUOUS LOCATE ON UNDISTURBED NATURAL SOL (1) #5 VERTICAL AT CORNERS AND AT 10'-0' ON CENTER ANCHOR ALUMINUM FRAME TO WALL OR SLAB WITH 1/4' x 2-1/2' MASONRY ANCHORS AT 6'EACH SIDE OF POST AND 2'-0' MAX. 8' x 8' x 16' BLOCK WALL DECK OR GROUND LEVEL RIBBON FOOTING OR MONOLITHIC F MONOLITHIC SLAB IS USED SEE NOTES OF DETAILS BELOW (2) #4 BARS MIN. 2-1/2' OFF GROUND KNEE WALL FOOTING FOR SCREENED ENCLOSURES 2'- 0' MN. iv BEFORE SLOPE ,= Co TYPE I FLAT SLOPE / NO FOOTING 0 - 2' / 12' (1) #5 BAR CONT —101 co 8' TYPE II MODERATE SLOPE FOOTING 2712' - T-10' (1) #5 BAR CONT. 8' TYPE III STEEP SLOPE FOOTING ) T-10' NOTES: 1 NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE ROOM EXCEEDS 18'-0'. ROOMS GREATER THAN 18'-0' USE TYPE G FOOTING. 2. FOOTINGS SHALL BE MN. 2,500 PSI CONCRETE WITH Sx8-10x10 WELDED WIRE MESH OR FIBER MESH MAY BE USED N LIEU OF MESH. 3. F LOCAL BUILDING CODES REQUIRES A MINIMUM FOOTING USE TYPE 9 FOOTING OR FOOTING SECTION REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. SLAB DETAILS ADDRESSING EROSION Lawrence E. Bennett, P.E. aM EN(WO? - DEVELOPAENr CONSLLTANT P.O. BOX 430A SOUTH DAYTONA, FL 32M TELEPHONE (904) 767-4774 FAX (W4) 767-GWS SEAL PAGE © CRIGHT 1997 68 NOTOPYTO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WNTTEN PEAMSSION OF LAWRENCE E BEMETT, P.E. I SECTION 3 - SCREEN, VINYL & GLASS ROOMS Table 3.1.3: Allowable Beam Spans - Hollow Extrusions for Glass Rooms with Solid Roofs [Enclosed] Aluminum Alloy 6063 T-6 Wind Zone = 102 MPH 1 110 MPH 120 MPH 125 MPH 140 MPH ! Applied Load = 29 # / Sq. Ft. 1 35 # / Sq. Ft. 1 41 # I Sq. Ft. 1,45 # / Sq. Ft. 56 # I So. Ft. Load Width ! 2" x 2" x 0.044" 5' I 4'-11" 1 4'-5" 4'-1" 3'-11" T-6" 6' L- 4'-5" 4'-1" 3'4" 3'-7" 3'-2" 7' 4'-1" T-9" 31-6" 31-4" 2'-11" - 8' 3'-10" 3'-6" 3'-3" 3'-1" 2'-9" ! 91 3'-8" 31-4" T-1" 2'-11" ! 2'-7" 10, T-5" 3'-2" 2'-11" ! 2'-9" 2'-6" 19' 3'-3" 2'-11" 2'-9" 2'-8" 21-4" 12' T-2" t 2'-10" 2'-8" 21-6" T-3" Load Width 2" x 3" x 0.060" Tilt Beam or 2".x 3" x 0.050" 5' ! 6'-8" 6'-1" 5'-7" 51-4" 4'-10" 6' 6-1" 5'-7" 5'-1" 4'-11" 4'-5" 7' i 5'-8" 5'-2" 4'-9" 41-6" 4141 " -- 8' I 5'-3" 4'-10" 4'-5" 4'-3" 3'-10" i 9' 4'-11" 1 4'-6" 4'-2" 3'-11" 3'-7" 4'-9" 41-6" 41-4" 4'-1" 3'-11" T-9" 3'-9" 3'-7" _ _ 3'-5" 3'-3" 12' 41-4" 3'-11" 3'-7" 3'-5" 3'-1" Load Width W" x 3" x OT070" 51 —'-11'" - T_3" 61_8" 61_5" 5'-9" 6' I 7'-3" 6'-7" 6'-1" 5'-10" 5'-3" r-- -- 7' 6-9" 6'-1" 5'-8" 5'-5" " 4'-10 _ 8' �- 9' 6'-3" 5'-11" 5'-9" 5'-5" 5'-3" 4'-11" 5'-0" 4'-9" 4'-6" 4'-3" 10, 5'-7" 5'-1" 4'-9" 4'-6" 4'-1" - 11' 5'-4" 4'-11" 4'-6" 4'-4" 3'-10" 12' 5'-2" 1 4'-8" 1 41-4" 4'-1" 1 3'-8" Load Width 2" x 4" x 0.050" Tilt Beam or 2" x 4" x 0.050" 5' 8'-2" 7'-5" 6'-10" 61-6" 5'-10" 6' 7'-5" 6'-9" 6'-3" 5'-11" 6-4" 7' 6'-11" 6'-3" 5'-9" 5'-6" 4'-11" 8' 6'-5" 5'-10" 5'-5" 5'-2" 4'-8" 9' 6'-1" 5'-6" 5'-1" 4'-10" 4'-4" 10' 5'-9" 5'-3" 4'-10" 1 4'-7" 1_ _4'-2" _ 11' 51-6" 4'-11" 4'-7" 4'-5" ! 3'-11" 12' 5'-3" 4'-9" 4'-61 I 4'-3" _ T-9" 1 Example: For 2" x 2" x 0.044" Extrusion beam span is distance between uprights; to enter table roof panel projection of 14'-0" find load width; L.W. = 1472 + 2' O.H. = 9' Enter table on left under load width. Load Width = 9'-0" and read span under appropriate load; Live Load @ 29 # / Sq. Ft. / 102 M.P.H. Load Beam Span = 3'- 8" SEAL Lawrence E. Bennett, P.E. CWL 8"IER - DEVELOPA47Yr CON&LTAW P.O. BOX 43M SOUTH DAYTONA, FL 32121 TELEPHONE (904) 707-4774 FAX (904) 787-65M PAGE 72 © cOPYRRK fr -w97 NOT TO BE REPRODUCED N WHOLE OR N PART vaniour THE WRRTFN PEFUSMION OF LAWRENCE E Be#&=, P.E. SCREEN, VINYL & GLASS ROOMS -SECTION 3 Table 3.1.2: Allowable Beam Spans - Self -Mating Extrusions for Screen and/or Vinyl [Open] Rooms with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone = 102 MPH 1 110 MPH 120 MPH 125 MPH 140 MPH Applied Load = 17 # / S . Ft. 1 20 # I S . Ft. 23 # I S . Ft. 26 # / S . Ft. 32 # / S . Ft. Load Width 2" x"4" x 0.065" x 0.120" �— 51 13'-11�' 12' -10" 11 -11 �� 111_311 10'-2" 6 12 -9 11-9 10 11 ! 10 3 9'-3" 7' 11'-9" 10'-101, 10'-1" 9'-6" 8'-7" 8' 11'-0" 10'-2" - 9'-6" 8'-11" 8'-0" 9' 10'-5" 1 9'-7" 8'-11" 8'-5" T-T' i 10' 9'-10" ! 9'-1" 8'-6" 7'-11" 7'-2" 11' 9'-5" 8'-8" 8'-l" 7'-7" 6'-10" 12' 8'-11" 8'-3" 7'-9" T-3" 6-7" Load Width 2" it 6" x 0.055" x 0.120" 5' 18'-1" 16'-8" 15'-7" 14'-8" 13'-2" _ 6' 16'-6" 15'-3" 14'-3" 13'-4" 12'-1" T �_' 1514" 1 14'-1" 13'-2" 12'-5" 13'-2" 12'-4" 11'-7" 10'-5" 8' 14'-4" - - 9. 131-6" 12'-5" 11'-7" 10'-11" 9'-10" 11'-101, 11'-0" 101-4" 91-4" 10' 1 12'-10" - _ -- -- 11' -- 12' 12'-3" 11'-8" 11'-3" 10'-9" 101-6" 10'-1" 9'-11" 9'-5" 8'-11" 8'-6" Load Width 2" x 7" x 0.062" x 0.120" r 5' 21'-2" 19'-6" 18'-2" ' 17'-1" 15'-5" 6' I 19'-4" 17'-10" 16-7" 1 15'-8" 14'-1" 7` - -- - ---1 T-11" 161-6" 15'-5" 14'-6" 13'-1 " — --- 8— - ---- 16'-9" 15'-5" 14'-5" 1 13'-6" 12'-2" 9' _ 15'-9" 14'-7" 13'-7" 12'-9" 11'-6" ~ 10' 1_ 14'-11" 13'-10" 12'-10" 12'-1" 10'-11" 11' 14'-3" 13'-2" 12'-3" 11'-7" 10'-5" - - - - -12' - - - 13'-8" 12'-7" ----- Load Width 2" x 8" x 0.072' x 0.224" 51 _ 27 -11 25 -10 24 -1 22 -8 20'-5" 6' 25'-7" 23'-7" 21'-11" 20'-8" 18'-7" 7' 23'-8" 21'-10" 20'-4" 1 19'-2" 17'-3" 8' 22'-2" 20'-5" 19'-0" 17'-11" 16'-2" _. _._._9� _.__....__ 20'-10" 19'-3" 17'-11" 16'-10" 15'-2" 10' 19 -10 18 -3 17 -0 16 -0 !, 141-511 - --- 11' _ 18'-10" 17'-5" 16'-3" 15'-3" I 13'-9" -.. _. _ 16'-8" _ 15'-6" 14'-7" 13'-2" 1 Load Width 2" x 9" x 0.072" ---- x 0.224" - -------- - 5' 31'-1" �_ 28'-8" I 26'-9" 25'-1" 22'-8" ti' _ 2814" 26'-2" 24'-5" _ - 22'-11" I 20'-8" 7v -26'-311 -- 24'-3" 22'-7" 21'4" 19'-2" I-- -- 8'-- - --- - 24'-7" 22'-8" 21'4" 19'-10" ; 17'-11" I_ 9' - — 23'-2" 21'-4" 19'-11" 18'-9" 1 16'-11" 10'---- 2T-11" 20'-3" 18'-11" 17'-9" ! 16'-0" - -- -- 11' ( 20'-11" 19'-4" 18'-0' 16'-11" 15'-3" 12 20'-1" 181-6" 17'4" 16'-3" 14'-7" Lawrence E. Bennett, P.E. QVL UMon ER - DIEVET.OPMI9/T CONSLLTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 787-eSW SEAL © COPYRIGHT 1997 PAGE NOT TO BE REPRODUCED N WHOLE OR N PART WRHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.71 ' SOLID ROOF PANEL PRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS SEALANT RIDGE CAP HEADER (SEE NOTE BELOW) HEADERS Alm PANELS :; ON BOTH SIDES OF BEAM #8 x 9/18' SMS. (3) PER PAN FOR • GABLED APPLICATION „:j� , �� AND (1) AT PAN RISER #8 x 9/18' SMS. (3) PER PAN AND (1) AT PAN RISER PAN OR COMPOSITE ROOF PANEL ALTERNATE CONNECTION: #8 x 1-V4' SCREWS (3) PER PAN MO FASCIA THROUGH PAN BOX ROOF PANEL TO BEAM DETAIL FOR COMPOSITE ROOFS: V4' DIAMETER LAG SCREWS WITH 1-V4' DIAMETER FENDER WASHERS @ 12' O.C. FOR PAN ROOFS: ROOF gPANEL (AWN) � (3P EACHL#8 x V2' LONG S.M.S. PER 24' O.C. AT NON -BEARING ELEMENT / (SIDE WALLS) ROOF PANEL (DESIGN PER TABLES) SECTION 7 r SUPPORTING BEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL . Lawrence E. Bennett, P.E. GVL eN ISM - DEVELOPMENT CONSLLTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE-'(904).787-4774 FAX (904) 767-OM SEAL © COPYFUGHT 1997 PAGE NOT TO BE REPRODUCED N. WHOLE OR N PART WMiOUT THE WRITTEN PERMSION OF LAWRENCE E, BeMETT, PE 1 113 ' SCREEN, VINYL & GLASS ROOMS SECTION 3 Table 3.2: Allowable Post/Upright Heights for Screen, Vinyl and Glass Rooms, Hollow, Snap and Self -Mating Extrusions Aluminum Alloy 6063 T-6 r— Extrusions Load Width = Post/Upright Spacing 36" 421' 1 48" 54" 1 60" 1 66" 1 72" 1 78" 84" 90" Hollow Sections Allowable Height "H" [Span] 2" x 2" x 0.044". 7'-10" T-3" 6'-10" 6'-5" 6'-1" 5'-10" 5'-7" 51-4" 5'-2" 4'-11" 3" x 2" x 0.050" ** 10'-6" 9'-8" 9'-0" 8'-6" 8'-1" T-9" 7'-5" T-1" 6'-10" 6'-7" 2x5 I _ 11'-3" 10'-5" 9'-9" 9'-2" 8'-9" 81-4" 7'-11" 7'-8" 7'-4" 7'-1" 2" x 4" x 0.050" ------ 111'-9" ! 14'-1" 10,-11" 13'-0" 10'-2" 1 12'-2" 9'-7" 11'-6" 91-1" 10'-11" 8'-8" 10'-4" 81-4" 9'-11" 7'-11" 1 9'-7" 7'-8" 9'-2" 7'-5" i 8'-11" ' ** Note: Screen splines on 3" side - extrusion turned w/ 3" side parallel to sole plate. Load Width = Post/Upright Spacing Snap Sections 36" 42'° 1 48" 1 54" 1 61 66" 72" 1 78" 84" 90" 2" x 2" x 0.044" — - ' Allowable Height "H" [Span] 9'-3" 8'-71�-8'-0" 7'-7" 7'-2" 6'-10" 6 -6" 6 -3 " - „ 6 -1 5 -10 2" x 3' x 0.045" 12'-2" 11'-3" 10'-6" 9'-11" 9'-5" 8'-11" 8'-7" 8'-3" T-11" T-8" IK 4-_x 0.045 15 -3 14 -1 13 -3 12 -5" 1111-10111111-311 110 -9 10 -4 9 -11 9 811 Load Width = Post/Upright Spacing Self -Mating Sections 36" 42" 48" 54" 160" 66" 72" 78" 84" 90" _ _ Allowable Height "H" [Span] i.2".x.4'` x_0.055'`_x 0.12" 17'-11" 16'-8" 15'-7" 14'-8" 13'-11" 13'-4" 12'-9" 12'-3" 11'-9" 11'-5" 12" x 6" x 0.055" x 0.12" 24'-11" 23'-2" 21'-8" 20'-5" 19'-4" 18'-5" 17'-8" 16-11" 16'-4" 15'-10" 2" x 7" x_0.062" x 0.12" 27'-4". 25'-4" 23'-8" 22'-4" 21'-2" 20'-2" 19'-4" 18'-7" 17'-11" 171-4" 2" x 8" x 0.072" x 0.224" - -- -- 36'-2" 33'-6" 31'-4" 29'-6" 28'-0" 26'-8" 25'-7" 24'-7" 23'-8" 22'-10" 2" x 9" x 0.070" x 0.224" 40'-2" 37'-2" 34'-9" 32'-9" 31'-1" 29'-8" 28'-5" 27'-3" j 26'-3" j 25'-5" 2" x 9" x 0.070" x 0.310" 44'-8" 41'-4" 38'-8" 36'-5" 34'-7" 32'-11" 1 31'-7" 1 30'-4" 1 29''-3" 128'-3" Maximum chair rail spacing is 6'-8" o.c. Thus with chair rail @ 2'-6" the maximum wall height without additional chair rail is 9'-2". Notes: Glass Rooms; The addition of aluminum frame windows with glass panes that are designed to 110 M.P.H. wind load requirements to the above upright sizes increases the strength so that additional framing is not required. Using screen panel width "W" (See typical glass room drawing.), select upright required from the maximum height allowed for each extrusion. Lawrence E. Bennett, P.E. CIM ETVMEER - DEVELOPAEW CONSLLTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32M TELEPHONE (904) 767-4774 FAX (904) 767-66M SEAL © COPYFUGHT 1987 PAGE NOT TO BE REPRODWED N WHOLE OR N PART MHOUT THE WRfTTEN PSUSSION OF LAWN5M E. BENNETT, RE 75 SCREEN, VINYL & GLASS ROOMS 3-1/2' SLAB ON GRADE OR RAISED FOOTING SELECT EDGE BEAM TABLE 3.1 SECTION 3 / ROOF _ LW FOR MAX. UPRIGHT LENGTH T x 2' VARIES NO MAX. (ELEV. SLAB OR ON GRADE) TYPICAL GLASS ROOM WITH SOLD ROOF. TYPICAL FRONT VIEW FRAMING • (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF Tx2' PLATE TO BOTTOM OF WALL BEAM) ALTERNATE CONNECTION AT FASCIA ALLOWED SEE SECTION 7 FOR DETAILS SOLD ROOF SIZE BEAM AND COLUMNS PER TABLES LOAD WIDTH FOR ROOF PANELS LW P/2-- P/2 II P =PROJECTION FROM BLDG. VARIES� LW - LOAD WIDTH P VARES TYPICAL SCREEN / GLASS ROOM EXISTING STRUCTURE NOTES: ANCHOR T x 2' OPEN BACK EXTRUSION WITH V4'x2-1/4' CONCRETE FASTENER MAXIMUM OF Z-0' ON CENTER AND WITFN 6' OF UPRIGHT ANCHOR 1' x 2' TO WALL WITH 2-V2' #10 SHEET METAL SCREWS WITH WASHERS 2'-0' ON CENTER. ANCHOR BEAM AND COLUMN INTERNALLY OR WTH ANCHOR CLPS AND #10 SCREWS AND WASHERS. MINIMUM SLAB THICKNESS FOR SLAB ON GRADE IS 3-V2' CONCRETE SELECT FRONT WALL BEAM FROM TABLE USING LARGER 'A' VALUE OF P/2 OR P/2 + O.H. 'P' IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM. Lawrence E. Bennett, P.E. CNL ENC JMR - DEVELOPMW CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 787-4774 FAX (904) 767-6M SEAL © COPYRIGHT 1997 PAGE NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 63 11. ALUMINUM FRAMING COMPONENTS SECTION 8 A - , 0.23 n.' 3• A - 0.58 n.' I I WT = 028 plf. WT - 0.69 plf. Ix=0.14in.` Ix=0.70i1.' N Sx - '0.14 in.'- N Sx - 0.44 in.' 8083 - T6 6063 - T6 1" x 2' x 0.044" OPEN BACK SECTION 2• � A ■ 0.43 Irt ° WT ■ 0.51 pJ.f.. Ix ■ 024 kL` iv Sx : = 023 in.' 6063 - T6 2" x 2" x 0.044' PATIO SECTION 3" x 2" x 0.050' PATIO SECTION A■0.70n.° WT = 0.84 plf. 3" Ix ■ 0.49 in.' Sx ■ 0.49 In.' N ly = 0.92 n.' Sy ■ 0.61 in. ' 6063 - T6 3" x 2" x 0.070" PATIO- SECTION 27 ``;�l 2" I A=0.50in' A■0.65n.2 WT■0.60plf. WT = 0.78 plf. Ix = 0.47 ' Ix = 0.64 Irn` in.3 \� Sx ■ 0.43 in. '= Sx = 0.43 in.' 1 86063 - T6 063 - T6 2"Yx,3' x 0.050" PPATIO SECTION 2" x 3" x 0.050" TILT SECTION T-2'-T A ■ 0.78 in. 2 WT - 0.91 pJ.f. v Ix = t32 In. ` Sx■0.66n.' 6063 - T6 2" x 4" x 0.050' PATIO SECTION A ■ 0.75 im WT = 0.89 plf. Ix=1.27n' Sx ■ 0.64 In.' 8083 - T6 . 2" x 4" x 0.050" TILT SECTION Lawrence E. Bennett, P.E. CIYL. ENGMM - DEVELOPkfWr CONSULTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-8556 SEAL © COPYRIGHT 1997 PAGE NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 135 SECTION 8 ALUMINUM FRAMING COMPONENTS r 0 V 0 A-0.83h2 WT - 0.98 plf. 0.055" �t Ix - 220 in.` Sx = 110 In.' 14F�L 6063 - T6 �-- 2" -� STITCH WITH (1) #8 SHEET METAL SCREWS AT 24" ON CENTER TOP AND BOTTOM 2' x 4' x 0.055" x 0.120" SELF MATING BEAM 0 N T Q - A - 1.35 in. 2 WT - t61 plf. 0.062" IL IX a 8.87 h 4 Sx - 2.54 in.' 6063 - T6 L�36u k 2" - STITCH WITH (1) #8 SHEET METAL SCREWS AT 24' ON CENTER TOP AND BOTTOM 2" x 7" x 0.062" x 0.120" SELF MATING BEAM n 0.055' II to . 2" ■ 1.14 in. 2 �A I WT = t36 p.l.f. °t1 Ix = 5.90 Ire Sx 197 in. o r 6063 - T6 STITCH-WT.H (1 � 8"SHEET METAL SCREWS AT 24' ON CENTER TOP AND BOTTOM 2" x 6" x 0.062' x 0.135" SELF MATING BEAM co T 0 A = t37 in. 2 WT - t64 p.l.f. 0.062 i• Ix = 9.51 In.` 8 SX=2.71in. 6063 - T6 411 2" STITCH WITH (1) #8 SHEET METAL SCREWS AT 24" ON CENTER TOP AND BOTTOM 2" x 7" x 0.062" x 0.135" SELF MATING BEAM Lawrence E. Bennett, P.E. CTNL El"MM - DEVELOPMDff CONSULTANT P.O. BOX 4388, SOUTH DAYTONA, FL 32121 TELEPHONE (9D4) 787-4774 FAX (904) 787-808 STEAL PAGE © COPYRIGHT 1997 136 NOT TO BE REPRODUCED N WHOLE OR N PART WITHOUT THE WRITTEN PERMSION OF LAWRENCE E BENNETT, P.E. E Y�rl