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HomeMy WebLinkAboutSUBMITTED PAPPERSor_u I HAN z I ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS ® Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Allov 6063 T a Footings - Maximum Roof Area for Carport Posts Wind Zone - 102 MPH 11O MPH 1 120 MPH 125 MPH 1de IUPu L Applied Load _- ..._ - -- M isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). Slab on grade must be new or in good condition. Pre -Cast Block Footing Pre -cast footing block 116" x is" x 4.1 �t 9A- ne�M........_ ,.. to Ity I' 83 ® 73 60 Lawrence E. Bennett, P.E. CML ENGINEER- DEVELOPMENT CONSULTANT - = - P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE(904) 787-4774 SEAL FAX (904) 767-6556 f PAGE �I © COPYRIGHT 1999 72 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE F BENNETT, P.E. ;5 f :yJ SOLID ROOF PANEL PRODUCTS l 48" 48" � :.:.:::::::::: FOAM - 1.0# DENSITY E.P.S. ALUMINUM3105 H-14 OR H-25 ALLOY PATENT # 4,769,963 AND 5,086,599 SNAP - N - LOCK PANEL SCALE: 1/4" = 1" Structall Building Systems Inc. Snap & Lock ® Composites Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Manufacturers Proprietary Products: SECTION 7 4" x 48" x 0.019" Panels Do en Buildings Enclosed Buildings Wind Region Applied Load Overhan Condition Wintl Re ion Applied Load Overhan Condition NONE I 1'-0" 1 T-O" 1 3'-0" NONE I V-o' 1 2'-0" 1 X-0- 102 M.P.H. 17 15'-11" 16'-t" 16'-6" 1T-1" 102 M.P.H. 29 12'-3" 1 12'-5" 12'-10" 13-8. 110 M.P.H. 20 14'-9" 14'-10" 15'-3" 15'-11" 110 M.P.H. 35 1V-2" 11'-E" 11'-10" 12'-8" 120 M.P.H. 23 IT-9" 13'-11" 14'-4" 14-11", 120 M.P.H. 41 10'-3" 10'-6" 11'1T-11" 125 M.P.H. 26 12'-11" 13'-1" 13'-6" 14'-3" 125 M.P.H. 45 - 9'-10" 10'-0" 10'-7" 11'-6" 140 M.P.H. 32 1V-8" Il'-10" 12'-4" 13'-1" 140 M.P.H. 56 8'-i V. 1 9' 0" 1 9'-8" 1 10'-8" 4" x 48" x 0.024" Panels Open Buildings Enclosed Buildings Wind Region Applied Load Overhan Condition Win tl Re ion Applied- Load Overhan Condition NONE 1'-0" 2'-0" 3'-0" NONE 1'-0" 2'-0" 3'-0" 102 M.P.H. 17 IT-11" 18'-V' 1 18'-4" 110 M.P.H. 20 16'-6" 16'-8" 1T-0" 1T-7" 110 M.P.H. 35 12'-fi" 12'-8" 1 13'-1" 13-10" 120 M.P.H. 23 15'-5" 15'-7" 15'-11" 16'-6" 120 M.P.H. 41 _ 11'-7" 11'-9' "12'-3" 13'-0" 125 M.P.H. 26 14'-6" 14'-8" 15'-0" 15'-8" 125 M.P.H. 45 11'-0" 11'-2" 11'-9" 12'-7•• 140 M.P.H. 32 13'-1" 1 13'-3" 1 13'-8" 1 14'_5" 1140 M.P.H. 56 9'-11" 70'-1" 10'-8" 11'-7" 4" x 48" x 0.030" Panels Do en Buildings Enclosed Buildings Wind Re ion Applied Load Overhan Condition Wind R ion Applied Load - DVerhan Condition NONE 1'-0" 2'-0" 3'-0" NONE 1'-0. 2'-0" 102 M.P.H. 17 20-8. 20'-9" 110 M.P.H. 20 1T-1" 19'-2" 19'-6" 19'-11" 110 M.P.H. 35 14'-5" 14'-6" 14'-11" 15'-7" 120 M.P.H. 23 1T-9" 1T-11" 18'-3" 18'-9" 120 M.P.H. 41 13'-0" 13'-5" 13'-11" 14'-7" 125 M.P.H. 26 16'-8" 16'-10" 17'-2" 17'-9" 125 M.P.H. 45 12'-8" 12' 10" 13' 4 14•-1" 140 M.P.H. 32 15'-1" 15'-Z' 1 15'-7•• 1 lb'-J 1 140 M.P.H. 1 56 1 11' 5" 1 11' 7" 1 12' 1" 12'-10" Note: Total roof panel width = room width plus wall width plus overhang. ALL• Lawrence E. Bennett, P.E. STR�C CIVIL ENGINEER - DEVELOPMENT CONSULTANT �W LOINO w�r�wn� P.O. BOX 4368. SOUTH DAYTONA, FL 32121 350 BURBANK, OLDSMAR, FL 34677-4906 TELEPHONE (904) 767-4774 LOCAL (813) 865-2627 FAX (9(14) 767-6556 NATIONWIDE 1-800-969-3706 SEAL FAX 813 854-2802 PAGE © COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WTHE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. .I (�ITHOUT 1 "5 t STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS I SECTION 4 E. P. S. WALL PANEL 3/4" PLYWOOD DECK (OPT.) 1-1/2"x 3"x 0.060" RECEIVING CHANNEL 5/4"x 6" OR 2 x 6 DECK #10 x 1/2" S.M.S. @ 6" O.C. MIN. BOTH SIDES LAG SCREW SEE TABLE 2"x6"OR2"x8" @ 16" O.C. ALTERNATE DOUBLE STRINGER FOR CANTILEVER OVER 3' FROM MAIN STRINGER COMPOSITE PANEL WALL TO WOOD DECK SCALE: 114" = 1" ALUMINUM POST SEE TABLE 3/4" PLYWOOD DECK I EXTRUDED ALUMINUM BASE CORROSION RESISTANT THRU-BOLT PER SCHEDULE U-CLIP LAG SCREW SEE TABLE - 2"x6"OR2"x8" @ 16" O.C. ALTERNATE DOUBLE STRINGER FOR CANTILEVER OVER 3' FROM MAIN STRINGER TUBE COLUMN BASE SCHEMATIC (INTERNAL BASE) SCALE: 1/4" = 1" SCREWS SEE TABLE 3/4" PLYWOOD DECK 1" x 2" CHANNEL i I I I LAG SCREWS SEE TABLE MINIMUM 1-1/2" 1 1\ /1\ 1 1/2" LAP 2" x 6" OR 2" x 8" ALTERNATE DOUBLE STRINGER @ 16" O.C. FOR CANTILEVER OVER 3' FROM MAIN STRINGER SCREEN ROOM WALL TO WOOD DECK 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 SEAL PAGE © COPYRIGHT 1999 99 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION & LAWRENCE E. BENNETT, P.E. 14 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS TOP OF GRADE 3" x 3" POST (SEE TABLE) (2) 2" x 2" x "t" ANGLE OR (1) U CHANNEL x "t" T 3/8" x 3-1/2" BOLT "t" IS THICKNESS OF 80 LB. 2500 PSI CONCRETE PRE -MIX REQUIRED POST d 3" X 3" BASE a , ' of 15" ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION SCALE: 112" =1'-O" 3" x 3" POST TURN BOLTED TO ANCHOR RISER POST IN CONCRETE 2-3/4" x 2-3/4" x 2-1/2" #40 BAR 12" LONG LONG x 1/8"TIJBING POURED CONCRETE WELDED C CONNECTION (REFER TO TABLE 2 .4) a O FASTEN (SEE TABLE 2. 5) 12" x 12" x 1/4" PLATE 3-112" CONC. SLAB' ISOLATED FOOTING BASE ANCHOR CONNECTOR SCALE: 1/2" = 1'-10' FOR POST TO SLAB CONNECTION SCALE: 1/2" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER- DEVELOPMENTCONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE(904) 767-4774 FAX (904) 767E556 SEAL PAGE © COPYRIGHT 1999 p 58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. `6 y SECTION 4 1 STRUCTURES WITH WOOD & ALUMINUM FRAMING COMPONENTS FRAME AND ALUMINUM, WOOD OR ALUMINUM FRAME SCREEN, VINYL OR GLASS HOST STRUCTURE WALL 5/8" PLYWOOD DECKING FACE GRAIN PERPENDICULAR TO _ JOIST FOR LUMBER COLUMNS ANCHOR W/ GALVANIZED POST 3-1/2" CONCRETE SLAB TYP 1. ALL WALL FRAMING 16" O. C. (EXCEPTION: 24" O. C. FOR WOOD STORAGE ROOM) 2. PIER POST CAN BE BOLTED TO SLAB OR CONTINUOUS FOOTER OR HAVE ISOLATED CONCRETE FOOTER EACH PIER (SEE DETAIL) 3. CENTER STRINGER REQUIRE IF DEPTH OF DECK EXCEEDS 10'-0" 4. HURRICANE ANCHOR EACH JOIST TO CENTER STRINGER 5. DECKS OVER 30" IN HEIGHT ABOVE GRADE HAVE A GUARD RAIL SYSTEM (SEE SECTION 6) 1 LEDGER SUPPORT DETAIL SCALE: 1/4" = V-0" CENTER LEDGER PIER KNEE BRACE REQUIRED FOR HEIGHT OVER 4'-0" 2 x 6 JOIST HANGER EACH END BRIDGING @ 48" O. C. 4" x 4" PRESSURE TREATED PINE OR 3" x 3" x 0.090" ALUMINUM 3/8" x 5" BOLT LEDGER SUPPORT Lawrence E. Bennett, P.E. cIV/L ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 - TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL PAGE �` © COPYRIGHT 1999 9V NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. �r