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HomeMy WebLinkAboutSUBMITTED PAPPERSSCANNED BY St. Lucie County PROF FOR OFFICE USE ON[-Y VEGETATION REQUIRED DATE RECEIVED ENVIRONMENTAL ) PLANNING/SITE PLAN ( ) ( ) CODE ENFORCEMENT USA �) TAZ WATER SUPPLIER ( v, �� SEWER SUPPLIER [) - DER CERTIFICATION [) - FL DNR (CCCL). FL DOT [) SLC STORMWATER PER [ 7 MANGROVEALT [) -- SEA TURTLE PROT [ ] []-------------- BP VALUE PLANS -RE REW FEE C OF C FEi=- _ ROAD IMP REQUIRED FEES ------- . - - Obw NOT REQUIRED [✓r Llil'LIT S � RADON FEE $ 2_� JS ACT FEE $ ROAD IMPACT DIsM ROAD IMPACT CREDTT` yES C NO OAD iMPACTZONE ALT ERR ATM DEV.FEE - - -$ [ ] _ - ALT- DEV- FEEZONE SCHOOL IMPACT FEE $ " SCHOOL"BOARp APPROVED QH COOL IMPACT CREDIT YES [ ] NO C 7 POLICE IMPACT FEE r:- [ ] - H0, C ] . FIRE IMPACT" FEE $ SUB PERMITS REQUIRED GAS NOT REQUIRED AIR CONDITIONING (] [ ELECTRIC PLUMBING SCREEN ENCUFENCE [) ✓J/ ROOF DRIVEWAY O ONING CHECKS N F3RL ^� H LOT COVERAGE J A sc(--i- a%p I�E/ SEtutE; r� A LOT SPUTS EDGE BEAM — SIDE WALL HEADER ATTACHED TO I' x 2' x 0.044" OR BETTER WITH MIN. 2 110 x 1' SMS 1' x 2' x 0.044' OPEN BACK ATTACHED TO FRONT POST WITH 110 x 2' SMS MAX SIDE WALL PURLINS ATTACHED TO 6' FROM EACH PURLIN AND 24' O.C. 1' x 2' x 0.044" OPEN BACK WITH MIN. 2 J10 x 1 1/2' SMS IN SCREW BOSSES FRONT WALL PURLIN FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE WITH MIN. 1/4' x 2 1/4' MASONRY QUICK SET - 0 6" FROM EACH POST AND 24' O.C. MAX. AND WALLS A MIN. OF 1' FROM EDGE OF CONCRETE TYPICAL CORNER DETAIL ALUMINUM COVER OR 4' x 4' LAG BOLTS 3 - 1/4' 3' STRUCTURAL INSULATED WITH 1 1/4' FENDER WASHERS ALUMINUM PER 4' PANEL ACROSS THE FRONT AND 24' ON CENTER HEADER ATTACHED TO POST ALONG THE SIDES (WALK ON) J WITH MIN. 2 110 x 1 1/2' IN SCREW BOSSES HOLLOW SEE SPAN 2' x 2' x 3' OR 3' x 2" 2 TABLE HEADER HOLLOWSEE SPAN TABLES CHAIR RAIL AND KICK PLATE CHAIR RAIL ATTACHED TO POSTS 2' x 2' x 0.044' WITH MIN. 2 110 x 1/2' SMS HOLLOW RAIL IN SCREW BOSSES POST ATTACHED TO BOTTOM 1" x 2" x 0.044''OPEN BACK WITH MIN. 2 110 x 1 1/2' BOTTOM RAIL 2' x _ EXTRUSION PER SPAN TABLE 3 - 1- 010 SMS INTO SCREW SLOTS - 2'x— EXTRUSION PER SPAN TABLE 1'x2E%1R. MIN. 3 1/2' CONC. SLAB W/ 6x6 10/10 W.W.M. OR FIBER MESH ANCHOR 1'x2'xO.044' PLATE TO CONC. W/ 1/4'x2 1/2' VAPOR BARRIER CONC. ANCHORS WITHIN 6' OF EA. SIDE OF EA. POST 0 24' O.C. MAXIMUM POST TO BASE AND POST TO BEAM DETAIL 2'x2'xl/8' ANGLE EACH 2' x — SIDE ATTACH TO POST SEE TABLE 2 AND CONCRETE TO POST ALTERNATE CONIC. AND PLATE WITH 2 JIOX ANCHOR LOCATIONI 1/2- CORROSION RESISTIVE 1 1/8- MIN. IN WASHER HEADED SCREWS CONCRETE 1' x 2' EXTRUSION 2500 PSI CONCRETE MIN. W/ 66 W.W.M. ..: OR FIBER MESH GONG. NOTE: NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION ALTERNATE "POST TO BEAM AND PLATE TO CONCRETE DETAIL NOTE: "W IS THE ROOF SPAN CLEAR DISTANCE FROM RECEIVING CHANNEL TO FACE OF BEAM. IN SCREW BOSSES - 1/4" x 2 1/4' MASONRY ANCHOR AT 6' FROM EACH POST AND HOST 14' O.C. MAXIMUM TYPICAL UPRIGHT DETAIL STRUCTURE I I OR FACIA EXTRUDED OR BREAKMETAL PAN OR COMPOSITE PANELS. USE CORROSION RESISTIVE SCREWS. PANS ANCHORED WITH 110 x 1/2' 0 3/ PAN INTO RECEIVING CHANNEL AND 1 110 x 1/2' 0 RIDGE CAP CONNECTION TO RECEIVING CHANNEL. COMPOSITE PANELS USE 1/4' x (t+1/2') LAG SCREWS WITH 1/4' WASHERS THROUGH RECEIVING CHANNEL FROM TOP. CAULK ALL CONNECTIONS. ALUMINUM PAN NOTES: ANCHOR 1' x 27 OPEN BACK EXT. TAPCON 0.25' x 2' LENGTH MAX OF 2'-0' O.C. ANCHOR TO WALL WITH 1 1/2' 110 SMS WITH WASHERS 2'-0" O.C. SPACING ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND /10 SCREWS AND WASHERS. MIN. SLAB THICKNESS FOR SLAB ON GRADE 3 1/2- CONCRETE. 2 z F 1' x 2' x 0.040' 'W' VARIES 2' x _ BEAM AND COLUMNS MAX COLUMNS MAX COLUMN SPACING SEE TABLES TO SELECT FRONT WALLBEAM FROM TABLE USE LARGER 'L' VALUE OF W/2 OR W/2+0.H. 2' x _ BEAM SEE TABLE 4 OVERHANG VARIES 3 112' SLAB .L HON HP-1 GRADE OR MAXBEAM SPAN 1' x 2 RAISED FOOTING TABLE —�Ik VARIES NO MAX. (ELEV. SLAB OR ON GRADE) s�TYPICNM _GLASS ROOM WIH SOLID ROOF. TYPICAL FRONT NEW FRAMING g (HEIGHT OF UPRIC>ETi1S'M6lmgajF.nm TOP nF 1 x 2' PLATE TO BOTTOM OF WALL BEAM) TYPICAL SCREEN AND GLASS-RTBMW41% 1-� SOLD COVER *ARIES MIN. 2' x 2' x0.044' (TYPICAL) MAX. WIDTH 53" VARIES SHEETING BOTH SIDES ROUGH OPENING 1 I/2' x 2' Mxf ARIES SLAB 3 1/2; NOTE: THE HOST STRUCTURE MUST BE CAPABLE OF SUPPORTING THE ALUMINUM STRUCTURE TO BE ATTACHED TO IHE HOST STRUCTURE. GENERALLY THE CONDITION OF THE EXISTING STRUCTURE WILL INDICATE THE STRUCTURES CAPABILITY. TIff FOLLOWING CONDIRONS/HOST STRUCTURES ARE CAPABLE OF SUPPORTING THE ALUMINUM STRUCTURE TO BE ATTACHED. I. MASONRY WALLS, 2'x 4' FRAME CONSTRUCTION WALLS, PRE ENGINEERED WOW TRUSSES W/ A 2'x 6' SUB FACIA AND A TRUSS OVERHANG OF UP TO 4'. AND/OR ATTACHMENT OF THE ALUMINUM STRUCTURE THROUGH THE I• FACIA TO THE TRUSS BUTTS W/ A MAXIMUM OF 4' TRUSS OVERHANG. 2. MOBILE HOMES MANUFACTURED AFTER 1984 AND BUILT TO THE 1984 HUD STANDARDS WHERE THE ANCHORS ARE INTO THE TRUSS BUTTS 3. CONDITIONS NOT COVERED ABOVE SHALL BE RENEWED BY THE ENGINEER TO DETERMINE THE HOST STRUCTURE ADEQUACY. 4. ALL TRUSS SYSTEMS SHALL HAVE A MAXIMUM SPACING OF 24' D.C. 5. MOBILE HOMES NOT CONFORMING TO THE STANDARDS ABOVE SHALL HAVE A SELF SUPPORTING FAME ADJACENT TO THE MOBILE HOME IN UEU OF FASTENER DETERMINED HEADER 0.032" MIN. BASED ON CONSTRUCTION OF HOST STRUCTURE WINDOW FRAMING CAN ATTACH SOLID RODF CONNECTION TO HOST STRUCTURE DIRECTLY TO HEADER NOTE: 'CONTRACTOR SHALL PROVIDE VERIFICATION THAT THE HOST STRUCTURE IS STRUCTURALLY CONVENTIONAL FRAMING OR COMPARABLE TO THE STRUCTURE SHOWN. (MOBILE HOME OR CONVENTIONAL CONSTRUCTION) ALUMINUM COVER SYSTEM SHEETING BOTH SIDES JB x 1/2" SMS 16' O.C. GLASS WNDOW INSTALLED IN ALUMINUM SHEETING ALUMINUM ATTACHMENT PER MANUFACTURERS SPECIFICATIONS ALUMINUM SHEETING OR VINYL' VARIES 3• TYPICAL SECTION GLASS ROOM I I I NOTES: 1. INSTALL RIGID FOAM INSULATION INTO ALUMINUM ROOF PAN I 2. COVER INSULATION WTH 0.019' PROTECTOR PANEL WT14 OVERLAPPING SEAMS 3. INSULATION PANEL SHALL BE CLOSED NTH ALUMINUM END CAP TO SECURE INSULATION PLACEMENT AND TO DISCOURAGE THE NESTING OF WILDLIFE AND OR INSECTS 4. PROTECTOR PANEL WILL BE SECURED BY 18 x 5/8' CORROSION RESISTIVE WASHER HEADED SCREWS 5. SCREW PATTERN SHALL BE 12' ON ALL PERIMETERS AND 24' O.C. FIELD ON EACH PANEL 6. ALUMINUM END CAP WLL BE ATTACHED WITH 3 J8 x 1/2' CORROSION RESISTIVE WASHER HEADED SCREWS 7. SEAL ALL SCREW HEADS WTH CAULKING 4- —i 3 1/2" CONCRETE SLAB 6 x 6 W.W.F. OR FIBER MESH CONCRETE 3 1/2' MIN. VISOUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE WELL COMPACTED CLEAN FILL OVER SACRIFICED NATURAL SOIL 90% RELATIVE DENSITY CONCRETE FILLED BLOCK STEM WALL (8x8xl6 CMU) 6' x 12" CONCRETE FOOTING NTH 1 /5 CONTINUDS LOCATE ON UNDISTURBED NATURAL SOIL 1 /5 VERTICAL AT CORNERS AND 10'-0- O.C. RAISED PATIO FOOTING 2'-0' MIN. MIN. 25DO PSI CONIC. WITH 6 x 6 WELDED WIRE BEFORE SLOPE OR FIBER MESH TYPICAL ALL SLABS. 1 #5 BAR CONT. NOTE: FIBER MESH CONCRETE DOES 8 NOT REQUIRE WIRE MESH FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0 - 2-/12- 2-/12- - 1' - 10' SLAB DETAILS ADDRESSING EROSION 127 PANS OR CONTINUOUS COVER RIGID INSULATION H 18 x 5/8' CORROSION RE L�LI� RESISTIVE WASHER HEADED SCREWS 12' TYPICAL PANEL MEETS THEREMIREYiENi'81 bF GHAP*EP 1205 SE 01991 ';D 1- 14 BAR CONY. p8' —;Om STEEP SLOPE FOOTING >I' -To' 94-00145 $ M cc LU O U J O FA O 9 1993 SEAL SHEET I I OF HOST STRUCTURE OR FACIA & SUB -FACIA CONNECTION REQUIREMENTS FOR VARIOUS LOAD CONDITIONS LOAD CONDITIONS ' WIND VELOCITY LOADS DEAD + LIVE LOADS GLASS ROOMS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 228/SF 32//SF 571/SF 1. CONCRETE 1/4'xt-1/8' CONCRETE SCREWS 012' O.C.------>2 01' O.C. 2. WOOD FRAME 1/4'x2' LAG SCREWS 0 6' O.C.------------>2 0 1' O.C. SCREEN, VINYL, AND CARPORTS HOST STRUCTURE 100 MPH 110 MPH 120 MPH 221/SF 32//SF 57A/SF I. CONCRETE 1/4'xt-1/8' CONCRETE SCREWS 0 12 O.C.------>2 01' O.C. 2. WOOD FRAME 1/4"x2' LAG SCREWS 0 12' O.C.----------->2 0 1' O.C. NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB FACIA FRAMING WHERE POSSIBLE ONLY 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS/SUB FACIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MIN 1-1/4' WASHERS OR SHALL BE WASHER HEADED SCREWS. TABLE 1 MAX. ROOF PAN SPANS FOR GLASS ROOMS ALUMININUM INDUSTRY STANDARDS ALLOY 3105 H-14 & H-25 PAN SIZE FOR PAN SPAN USE _ -W/2 + O.H.• SEE DRAWINGS 3.0'X 12'X 0.026'-NO O.H.I' O.H._-_2' O.H.-3' O.H._ 100 MPH W. LOAD It'- 3' 11'- 5' IT'- It' 110 MPH W. LOAD 10'- 3' to'- 5" 11'- 0" 120 MPH W. LOAD 9'- 57 9'- 8" to'- 3" 3.0'X 12"X 0.032 100 MPH W. LOAD 110 MPH W. LOAD 120 MPH W. LOAD 12'- 6" 12.- 9" IS- 2• IT' S' It' 7' 12' 1' 10'- 7' TV- 9' It'- 3" NOTE: STITCHING OF THE PAN WEBBING IS RECOMMENDED. IF STITCHING IS NOT PROVIDED W/ 8 IOx 1/2' SCREWS 0 2' O.C. THEN REDUCE THE ABOVE SPANS BY 20R EXAMPLE, 3.0'X 12'X 0.026' W/ NO O.H. SPAN It'- 3'x (100% - 20%) = 11.25'x 0.80 = 9.0' = 9'- 0. MANUFACTURERS PROPRIETARY SUPPLIES TABLE 1 MAX. ROOF SYSTEM SPANS FOR ROYAL ALUMINUM SUPER PANS USED ON ENCLOSED BUILDINGS(GLASS ROOMS) PRODUCT PATENT 8 4,918.8985 ALUMININUM ALLOY 3105H-28 MINIMUM YIELD 30,000 PSI PAN SIZE FOR PAN SPAN USE _ 'W/2 + O.H.' SEE DRAWINGS WIND LOADS ON ENCLOSED BUILDINGS SUCH AS GLASS ROOMS 2.5'X 12'X 0.022_-fi0 O.H.____-_t' O.H.-___2' O.H.___ 3' O.H._ 100 MPH W. LOAD 12'- 9' 12'- 15' IS- 4' 14'- 1' I10 MPH W. LOAD It'- 7' If- 9' 12'- 3' 13'- 1' 120 MPH W. LOAD t0'- 9" to'- 11' 11'- 57 12'- 3' 2.5'X 12"X 0.028- -_ -__-- 100 MPH W. LOAD 14'- 6' 14'- 7' 15'- 0' 15- 8" 110 MPH W. LOAD IS- 2' 13'- 4' 13'- 9' 14'- 6' 120 MPH W. LOAD 12'- 2' 12'- 4' 12'- 10' 13' 7' 2.5'X 12'X 0.030- - 100 MPH W. LOAD 15'- 2' 15'- 3" 15'- 8- 16-- 4' 110 MPH W. LOAD 13'- 10' 13'- 11' 14'- 4" 15'- 0" 120 MPH W. LOAD 12'- 9" 12'- 11' 13'- 4' 14'- 0' 2.50X 12"X 0.036 100 MPH W. LOAD 16'- 4' 16'- 5' 16'- to' 15'- 10' 110 MPH W. LOAD 14'- 10" 15'- 0' I5- 4' 15- 9' 12D MPH W. LOAD 13'- 8" \c6.03'- 10' 14'- 3' 14'- 11' MANUFACTURERS PROPRIETARY SUPPLIES MANUFACTURERS PROPRIETARY SUPPLIES TABLE 1: MAXIMUM ROOF SPANS FOR ELITE PANEL PRODUCTS, INC. TABLE 1: CONTINUED; MAXIMUM ROOF SPANS ALUMINUM COMPOSITE PANELS STANDARD PANEL W/ALUMINUM SHEATHING WIND LOADS - 3105-H14/H-25 ALLOY 1.0 8 EPS CORE DENSITY GLASS ROOMS AND OTHER ENCLOSED BUILDINGS - ,,, 4"x 0.019' NO_O.H. 1'_O.H._-�'_O.H.---S_O.H._a 'o WIND LOADS 100 MPH W. L 12'- 11' 13'- Y IS- 6' 14'- 3" 0 GLASS ROOMS AND OTHER ENCLOSED BUILDINGS 110 MPH W. L.L It'- 9" 10 17- 5 13'- 2" W 0PH -'- 120 MPH W. L 10'+ 10' it'- 11'- 0" 11'- 7' 12'- 5" 100 100 MPH W. L W. L 6*._-_I'_" 10'- 6' 10'- 8' It'-2_O.H.--3'_O.H._ 11'- 2' 12'- 1' 4"z 0.024' 110 MPH W. L. 9'- 6" 9'- 9' TO'- 4' It'- 3' 100 MPH W. L 14'- 6' 14'- 7" 15'- 0" IT- 8' 120 L a,- to' 9'- 0" 9'- 8' to'- 8" 100 MPH W. L 13'- 2" IS- 4' 13'- 9' 14'- 6' � F BS`aa�Q$ 0MPH .024W. 120 MPH W. L 12'- 2" 12'- 4' 12'- 10' 13'- 6' i8 100 MPH W. L 12'- 9' 12'- 11' 13'- 5' 14-_1-- 4'x 0.032"-- - ?-=3'J 110 MPH W. L 11'- 8' 11'- to' 12'- 4" 13'- 0' 100 MPH W. L 15'- 4' 15'- 5" 15- 10" 16'- 5' z 120 MPH W. L to'- 9' to'- 11' 11'- 6" 12'- 4' 110 MPH W. L 13'- 11" 14'- 1" 14'- 6" IS'- 2" z y Yx 0.032' 120 MPH W. L 12'- 10' IS- 0• 13'- 6' 14'- 2' o 100 MPH W L 14'- 10" 14'- 11' 15- 5' 16_ _ 0' � � oyg cry 110 MPH W. L. 13'- 6' 13'- 8' 14'- 0" 14'- 9' DEAD + LIVE LOAD & OR/SNOW LOAD (INCLUDES 2 I/SF DEAD LOAD) IE = b 120 MPH W. L. 12'- 6' 12'- 8" 13'- 0" 13'- 10' ALL BUILDING TYPES i c o �56&t ' 4x 0.019' _ _ Wm DEAD + LIVE LOAD & OR/SNOW LOAD (INCLUDES 2 //SF DEAD LOAD) 22®/SF 14'- 10' 15'- 0' 15- 4' 16'- 0" 8" ALL BUILDING TYPES 32P/SF - 12'- 3' 12'- 5' 12'- 11' 13'- W 3'x 0.019' 57®/SF 9'- 2" 9'- 5' to'- 0' 11'- 0' of'i ono. 228/SF 12'- 0' 12'- 2' - 12'- 8' 13' S---- 4'x 0.024' �s 321/SF to'- 0' TO'- 2' to'- 9' 11'- B' 221/SF 16'- 7' 16'- 9' 17'- 1' 17'- 8' 57#/SF 7'- 6' 7'- 9' 8'- 6' 9'- 7' 32r/SF 13'- 9' IS- 11" I4'- 4' 15'- 0" 3"x 0.024' _ _____ 57//SF TO'- 4' 10'- 6" 11'- 1 1t'- 1t' 221/SF 14'- 8' 14'- 10' 15'- 3" 15'- 10' 4'z 0.032"__-- 32//SF 12'- 2' 12'- 4" 12'- 10' IS- 7" 22®/SF 17'- 7" 17'- 8' 18'- 0' - 18'- 7" co cc 578/SF 9'- 1" 9'- 4' 9'- 11' to'- 11" 32#/SF - 14'- 7" 14'- 9' 15- 1" 15- 9" W 3"x O.o32"__ -17'- 571/SF to'- 11" 11'- 1' it'- 7' If- 5' 7 221/SF 17'- 0' 2' 17.- 6" 18.- 1' 321/SF 14'- 2' 14'- 3' 14'- 8' 15.- 5' U 57//SF 16- 9' to'- 10' 11'- 5' 12'- 4' p MANUFACTURERS PROPRIETARY SUPPLIES C MANUFACTURERS PROPRIETARY SUPPLIES TABLE 1: CONTINUED; MAXIMUM ROOF SPANS {{CONTINUED; .MAXIMUM �ROOF'SPANS FORELIIE PANEL-P _ WIND LOADS /-- _ STRUCTURAL -PANELS: -MC. -- - _ GLASS ROOMS AND OTHER ENCLOSED BUILDINGS 'WIND LOADS - -- 6'x 0.019' NO_O.H.___t'_O.H. 2_O.H._-3'_O.H._ GLASS ROOMS AND OTHER ENCLOSED BUILDINGS 100 MPH W. L 110 MPH W. L. 14'- 11" 13'- 7' 15'- 0" 1S- 9' 15- 14'- 5' 2' 16'- 14'- 1' 10' 4"x 0.019" NO_O.H.____t'_O.H.--2'_O.H. 3'_O.H._ 120 MPH W. L. 12'- 6' 12'- 8" 13'- 2' 13'- 11' _ O �TM 100 MPH W. L. 12'- 11' IS- 1" IS- 6' 14'- 3' 6'x 0.024' a 110 MPH W. L 120 MPH W. L. It'- 9' to'- 10' 11'- 11' It'- 0" If- 5' IT'- 7' IS- 12'- 2' 5' 100 MPH W. L. 15- 7" 15'- B' 16'- -- 1' 16'- -_--- 8' 4'x 0.024' 110 MPH W. L 14'- 2' 14'- 4' 14'- 9" 15'- 5" 100 MPH W. L. 14'- 6' 14'- 7- IS.- -o" - 15'- 8" - --- 120 MPH W. L. IS- 1' 13'- 3' IS- 8' 14'- 5' a 100 MPH W. L. 13'- 2" IS- 4' 13'- 9' 14'- 6' 6'x 0.032'__-- 100 MPH W. L. 16'- 3' 16'- 4' 16'- 9" -_ 17'- 4" 120 MPH W. L. 12'- 2' 12'- 4' 12'- 10' 13'- 6" 110 MPH W. L 14'- 9' 14'- 11' 15'- 4" 15- It" 4"x 0.032"_ 100 MPH W. L. 15'- 4' 15'- 5' _ 15'- 10' - 16'- 5" 120 MPH W. L 13'- 8` IS- 9' W- 3" 14'- 11' _ ,��•pp g n 110 MPH W. L 120 MPH W. L. IS- 11' 12'- 10'..- 14'- 1" :-�0iot3'=>; 14'- 6' _ 15'- 14'- 2 2' DEAD +LIVE LOAD & OR/SNOW LOAD (INCLUDES 2 //SF DEAD LOAD) LJ e p W g - ALL BUILDING TYPES (tsj N c DEA - -929M/5MOW LOAD (INCLUDES 2 d/SF DEAD LOAD) 6% O.O19' [O� = ALL BUILDING TYPES 22//SF 17'- 1' 17• 3' 15'- Y_-18'- 2" a g 4"x 0.019'_--_ _ 32A/SF 14'- 2• 14'- 4• 14'- 9• 15'- 57 R 228/6F ta'- 10' 15- o' ---- ts'- a' 16'- --- o' 571/SF TO'- 7' 111'- 10" It'- 4' 12'- 2' f ff a 328/SF 12'- 3' 12'- 5' 12'- 11' 13'- B' 6'z 0.024'_-- 22//SF 17'- 11' 18'- 0' to'- 4' 18'- 1D' 578/SF 9'- 2' 9'- 5' to'- 0" 11'- 0' 321/SF 14'- 10' 15'- 0' 15'- 4' 16'- 0" 4'x D.024'-_ 221/SF 16'- 7' -- 16'- 9' 17'- 1' 17'- 8' - 57//SF 11'- 1' 11'- 3' 11'- 10" 12'- 7' „{ 321/SF IS- 9' 13'- 11" 14'- 4" 15'- 0' 6"x 22d/SF 1- 8' 18'- 9' 1- 1' 19'- 7' 57//SF TO'- 4' 10'= 6' 11'- i' 11'- 11' 32p/SF 15'5- 5' 1- 155- 11' 16'- 7' 4'x 0.032'- 22//SF _ 17'- 7' _---_-__ 17'- 8' 111'- 0' IS- --_ 7' S7//SF 11'- 7' 11'V- 9' 12'- 3" 13'- 0' )tilt l iJyo 321/SF 14'- 7' 14'- 9' 15'- 1' 15- 9" SEAL 57//SF to'- it' it'- 1' IT'- 7' 12'- 5' SHEET I ,51 MEETS THE RECIUIREMEM 3 -- 0F CHAP*ER 1205 SBC 1991 ED OF 3 94 - 00115 TABLE 2: MAX. FRONT WALL BEAM SPANS FOR SCREEN h GLASS ROOMS ALUMINUM ALLOY 6063 T-6 FOR SPAN - 'L' ON DRAWING USE 'ef/2 + O.H. BEAM SIZE EXAMPLE: WIDTH OF 14' = 14'/2 + 2' O.H. = 9' 2'x 2'x0.044' EXT 'L' 100 MPH W. L. 110 MPH W L. 120 MPH W. L. 5' 6'- 7' 6'- 0' 5'- 7' 6' 6'- 0' 5'- 6' 5'- 2' 7' 5- 7' 5'- 1- 4'- 8' 8' 5'- 2' 4'- 9' 4'- 5' 9' EXAMPLE 4'- 11' 4'- 6' 4'- 2' 10' 4'- 8' 4'- 6' 2'x-2'x_0.050'x-EXT _ — —6'- 5' 7'- 4' 6'- B' 2' 6' 6'- 8' 6'- 1' 5'- 8' 7' 6'- 2' 5'- 8' 5'- 3' 8' 5'- 9' 5- 3' 4'-10' 9' 5'- 5' 5'- 0' 4'- 7' 10' 5'- 2' 4'- 8- 4'- 4' 2'x-2'x_O.093 _OR_2'x 3'x-0.050' EXT_ 5' 9.- 3' 8'- 5' 8'- 0' . 6' B'- 5' 7'- 8' T- 3" 7' 7-10' 7'- 1' 6'- 9' B" 7'- 3' 6'- B• 6'- 4' 9' 6'-11' 6'- 3' 5'-11' 0' 6'- 6' 5'-It' 5'- 8' 7'- 9' 7• 0' 6' 6' 6' T- 0' 6'- 57 7 6'- 6' 6-11' 5'- 6' 8' 6'- 1' 5'- 7' 5' 2' 9' 5•- 9• 5•_ 3• 4•_10• 16 5'- 5' 5'- 0- 4'- 6' 3'xE'z_0.070'xEXT 5. 9'-10. —_— 9.- 0. 6. 9'- 0' 8'- 3- - 7' 8'- 4' 7'- 7' 7' 0' 8' 7'- 9' 7'- 1- 6'- 2' 9• 7'- 4- 6'- 8' 6'- 2' 10' 7'- 0' 6'- 4' 5'-11' 2'x_3'x-0.05O'x_IILTEEAM__-__ 5' 9'- 3' 8'- 5' 7'-10' 6' 8'- 5' 7'-' B' 7'- 1' 7' 7'-10- 7- 10 6'- 7' 81 7'- 3' 6'- 8' 6'- 2' . 9' 6'-10' 6'- 3' 5-10' IV 6'- 6' 5-11- 5'- 6' 2'x-4'x_0.050'Y MLTEEAM-_____ ___ 5' 11'- 1' 10'- 3' 9'- 6' 6' 16- 3' 9"- 5' 8'- 8' 7' 9'- 6' 8"- 8' 8' 0' 8' 8'-11' 8'- 1' 7- 6' 9' 8'- 5' 7" 8' 7'- 1- 10' 8'- 0' 7- 3- 6'- 9' TABLE 3: MAXIMUM LENGTH OF UPRIGHTS FOR SCREEN OR CLASS ROOMS ALUMINUM ALLOY 6063 T-6 USING SCREEN PANEL WIDTH 'W FROM DRAWING. SELECT MAX LENGTH OF UPRIGHT 'H' FROM TABLE BELOW WIDTH 'W = 3642' 48' 54' 60' 66' 72' 78' EXTRUSION 2'x 2'x 0.044' 9'- 2' 8'- 6' 7'-il' 7- 6' 7'- 1' 6'- 9 ------ --- 2'x 2'x 0.050- 10'- 2- 9'- 5- 8'-10- 8'- 2- 7'-11' 7'- 6- 7'- 2- 6'-11' 2'x 2'x 0.09Y 12'-10' 11'-10' If- 1' 10'- 6' 9'-11' 9'- 6' 9'- 1' 8'- 8- Yx 2'x 0.0507 10'- 8' 9'-Il' 9'- 3' 8'- 9' 8'- 3' 7-11' 7'- 6' 7- 3' 2'x 3'x 0.050' 12'-107 ll'-11' ll'- 1' 10'- 6- 9'-11' 9'- 6' 9'- 1' 8'- 9' Yx 2'x 0.070' 13'- 8' 12'- 8' 11'-10' ll'- 2' 10'- 6- 10'- 1' 9'- 8' 9'- 3' NOTES: GLASS ROOMS: THE ADDITION OF AN ALUMINUM FRAME/GLASS PANE WINDOW TO THE ABOVE FRAME SIZES INCREASES THE STRENGTH OF THE UPRIGHTS TO THE POINT THAT THE TOTAL STRENGTH OF THE WNDOW AND UPRIGHT WILL HANDLE WWND LOADS. THE MININUM EXTRUSION FOR 100 AND 110 MPH WIND LOADS IS 2' x 2' x 0.044' AND 2' x 2' x 0.050' ADDITIONAL 2'x 2' 0.044' STUDS SHALL BE ADDED UNDER THE CHAIR RAIL D 2' O.C. TABLES MAY BE INTERPOLATED FOR ODD DIMENSIONS THAT ARE BETWEEN THE WIDTHS SHOWN. 9Is a z� eZ2 W Ix LU O U O J O co C. 9 i77j SEAL SHEET MEETS THE REQUIREMENTS 3b >YF CHAP*EFP 1205 SBG 1991 W OF 3 94-00145 DEUBEL COMPANY VEROBEACK F.=M MANUFACTURERS PROPRIETARY SUPPLIES TABLE 1: CONTINUED: MAX1MUM ROOF SPANS WIND LOADS SCREEN & VINYL ROOMS, CARPORTS, AND OTHER OPEN BUILDINGS 4'x 0.019" NO_O.H. 1'_O.H. 2_O.H.__3_O.H._ 100 MPH W. L 18'- 0' 18'- I' 18'- 5' 18'- 11' 110 MPH W. L 16'- 5' 16'- 16' 16'- 11' IT- 6' 120 MPH W. L 15- 2' 15- 4' 15- 8' 16'- 4' 4'x 0.024'_ -- - 100 MPH W. L 20'- 1' 20'- 5 20'- 6' 21'- 0' 110 MPH W. L. IS'- 4' 18'- 6' 18'- 9' 19'- 4' 120 MPH W. L. 17'- 0' 17'- 1' 17'- 6' 18'- 0' 4'x 0,032' - 100 MPH W. L 21'- 4' 21'- 5- 21'- 8' 22'- 2' 110 MPH W. L. 19'- 5' 19'- 6' 19'- 10' 20'- 4' 120 MPH W. L 18'- 0' 18'- 1' 18'- 5' 19'- 0' DEAD + LIVE LOAD & OR/SNOW LOAD (INCLUDES 2 //SF DEAD LOAD) ALL BUILDING TYPES 4'x O.D19'_ 221/SF 14'- 10' 15- 0' 1S'- 4' 16'- 0' 321/SF 12'- 3' 12'- 5' It- 11' 13'- 8' 571/SF 9'- 2' 9'- 5' IV- 0' if- 0' 4'x 0.024'_ 221/SF 16'- 7' 16'- 9' 17'- 1' 17'- 8' 321/SF 13'- 9' 13'- 11' 14'- 4' 15- 07 571/SF 10- 4' 10- 6' IV- 1' If- 11' 4'x 0.032'___ 221/SF 17'- 7' 17'- 8' IB'- 0' IB- 7' 321/SF 14'- 7' 14'- 9' 15- 1' 15'- T 571/SF IV- 11' 11' 1' IV- 7' 12' 5' TABLE 4: MAX. ROOF AREA FOR ALUMINUM CARPORT POST FOR ALLOWABLE RDDF AREA USE 'TRIBUTARY AREA OVER POST' EXAMPLE: S/2 - 7' & W/2 = C, + 2' O.H. = 7X 8' = AREA OF 56 SF POST TYPE MAX ALLOW. ROOF AREA FOR VARIOUS TYPE POST IN SF DESIGN -LOADS -AND W1ND_VELOCITY_LOADS_ POST HOT POST MAX I WALKON 100 MPH 110 MPH 120 MPH. 3'x_3'xO.060 _ROLL FORMED-'_-_ -__ 12'- 0' 5.200 260 347 289 248 16'- 0' 3.640 182 243 202 173 2'x_2'x_0.093'_OR_2'x_3'x_OD50'-EXTRUSION. 7'- 9' 6.960 348 464 387 331 12'- 0' 4,060 203 270 226 193 3'x_2*x_0.070*_EXTRUSIONS _ _-_- 8'- 2' 7,100 426 567 '473 406 12'- T 4.970 249 331 276 236 3'x_3'xO.060'_SCALLOPEDx _ -- if-10' 8.640 432 576 480 411 16'- 0' 6,120 306 408 340 291 3'x_3'x_0.90 _TUBE-__ _ 11,-10' 12,960 648 864 720 617 16'- 0' 9,180 459 612 SIG 437 3'x_3'x 0.125*-TUBE- 13,- 3' 13,500 675 9DO 750 643 16'- 0' 8,000 500 667 556 476 4'x-4'x 0.125'_TUSE.__ _ 15'- 9' 23.280 1164 1588 1293 1109 20'- 0' 18,430 921 1229 1024 878 ALLOY 6063 1-6 x. ALLOY 3105 HI6 TABLE 5: ISOLATED FOOTINGS MAXIMUM ROOF AREA IN SF FOR CARPORT POST W/ ISOLATED FOOTING FOR BELOW LISTED WND VELOCITY UPLIFT LOADS FQODNG TYPE & SIZE TOO MPH 110 MPH 120 MPH POURED CONCRETE 1'-0'X I'-0'X 1'-O' 29 25 21 1'-4'X 1'-4'X 1'-4- 86 72 61 I'-6'X I'-6'X 2'-0' 163 136 116 1'-8'X 1'-8'X 2'-07 187 156 134 1'-8'X I'-8'X 2'-6' 275 229 196 2'-0'X 2'-O'X 2'-0' 346 288 257 2'-6'X 2'-6'X 2'-6' 463 386 331 PRE -CAST SLAB W/ 801 SACK-CRETE & BACKFILL OVER SLAB 1'-4'X I'-4'X 2'-4' 117 97 56 MANUFACTURERS PROPRIETARY SUPPLIES TABLE I: CONTINUED; MAXIMUM ROOF SPANS WIND LOADS SCREEN & MNYL ROOMS, CARPORTS, AND OTHER OPEN BUILDINGS 6': 1D0 MPH W. L 26- 9' 20'- 10' 21'- 1' 21'- 7' 110 MPH W. L. 15- 11' 19'- 0' 19'- 4' 19,- 10' 120 MPH W: L 17- 6' 11- 8' 18'- 0' 18'- 6' 6'x 0.024'_______ _ 100 MPH W. L 21'- 8' 21'- 9' 22'- 1' 22'- 6' 110 MPH W. L. 19'- 9' 19'- 11' 20' 2' 20'- 8' 120 MPH W. L 18'- 4' 18'- 5' Is'- 9' 19'- 3' 6'x 0.032'____ 1D0 MPH W. L. 22'- 7" 22'- 8' 22'- 11' . 23'- 4' 110 MPH W. L. 20'- 7' 20'- 8' 21'- 0' 21'- 6' 120 MPH W. L. 19'- 1' 19'- 2' 19'- 6' 20' 0' DEAD + LAVE LOAD & OR/SNOW LOAD (INCLUDES 2 1/SF DEAD LOAD) ALL BUILDING TYPES 6'x 0.019' 221/SF 17'- 1' 17'- 3' 17'- 7 18'- 2' 321/SF 14'- 2' 14'- 4" le- 9' 15- 5' 571/SF 10'- 7' 10'- 10' I1'- 4' 12'- 2' 6'x 0.024'______ 22//SF 17'- 11' 18'- 0' 18'- 4' Iw- 10' 32►/SF 14'- 10' 15'- 0' 15- 4' I6'- 0' 571/SF If- 1' IV- 3' if- 10' 12'- 7' 6'x 0.032'_-----_____- ---__-- __ 22//SF 18'- 8' 18'- 9' l9'- I' IS'- 7' 321/SF 15- 5' 15'- 7' 15-11, 16'- 7' 571/SF IV- 7' 11,- 9' 12'- 3' 13'- 0' TABLE 3: SCHEDULE OF POST TO BEAM SIZE 2"X 3"X 0.05" TILT 21'X 4"X 0.05" TILT 2"X 4"X 0.044" X 0.12" SMB 2"X 4"X 0.044" X 0.15" SMB 2'•X 6"X 0.044" X 0.12" SMB 2"X 7"X 0.050" X 0.13" SMB 2"X 8"X 0.070" X 0.23" SMB 2"X 9"X 0.070' z 0.23" SMB BEAM SIZE & 4 MINIMUM POST SIZE 3"X 3"X 0.06" 3":E 3"X 0.06" 3"X 3"X 0.06" 3"X 3"X 0.06" 3"X 3"X 0.093 3"X 3"X 0.093 3"X 3"X 0.125 3"X 3"X 0.125 TABLE 2: MAX. ROOF BEAM SPANS FOR CARPORTS, SCREEN & VINYL ROOMS AND OTHER OPEN STRUCTURES W/ SOLID ROOFS 6063 T-6 ALLOY 'tsONxOR _SE WID 2 + O.N. AMPLE: WO7H = 14' 2W L 110 MPH W. L 120' 8'- 5' 8'- 0'' 7'- 8' 7'- 4•' cl 76- 7'- 1' 6'- 9' ' 6'- 8' 6'- 4' ' 6'- 3' 5'- If' 5- 11' 5- 8' 5'- 8' 5'- 5' OF THEU BOLTS REQUIRED !f //THRU BOLTS @ L=D + 1/2" 1/4" 3,'8•' Scalpd 1 „ 2 2 3 2 3 2 4 3 4 3 5' �9-9- 6' 16- 3' 9'- 57 B'-11' 7' 9•_ 6' 8'- 8' 8•- 3' 8' 8'-11' 8'- 2' 7'- 9' 9' 8'- 5' Y- 8' 7'- 3' 10' 8'- 0' 7'- 3' 6'-ll' 11' 7'- 7' 6'-11' 6'- 7' 12' 7'- 3' 6'- 8' 6'- 3' 2% 4'x 0.044'x 0.120' S.M.B.-- 5' 14'-IT 13'- 6' 12'-10' 6' 13'- 6' 12'-.4' 11'- 8' 7 12'- 6' 11'- 5' 10'-10' 8' If- 8' IV- 8' 10,- 1' 9' IV- 0' 16- 1' 9'- 6' 10' IV- 5' 9'- 6' 9'- 0' 11' IV- 0' - 9'- 1' 8'- 7' 12' 9'- 6' 8'- 8' 8'- 3' 2'x 57x 0.050'x 0.120' SM.B. _ 5' 17'- 6' IC- 6' 16'- 0' 14'- 7' IS-10' 7' 14'-10' IS- 6' 12'-10' 8' IS-10' 12'- 7' 12'- 0' 9' 19- 0' If-11' IV- 3' IT 12'- 1' II,_ 9' 10,- 8' 11' 11'-10' 16- 9' IV- 3' 12' IV- 3' IV- 4' 9'- 9' 2'x 6'x 0.050% 0.120' S.M.B. _ _-- 5' 18'- 9' 20'- 6' 6' 18'- 9' 1Y- 1' 16'- 6' 7' 17*- 4' 15'-10' 15'- 0m 8' 15- 3' 14'-10' 14'- 1' 9' 15- 4' 14'- 0' 13'- 3' 10' 14'- 6' 13'- 3' if- 5' 11' 13'-10' 12'- 8m 12'- 0' 12' is-5, 12'- 1' 11'- 6' 2'x 7% 0.050% 0.120' S.M.B. _ -_-_- 7' 19'- f 17'- 5' 16'- 6' 8' 17'-10' 16'- Y IS'- 5' 9' 16'-10' 15- 4' 14'- 6' 10' 16-11' 14'- 6' 13'- 9' 11' 12'- 2' IS-10' 13'- 2' 12' 14'- 6' Is- 37 12' 7' 13' 14'- O' 12'- 9' ll'-10' 14' 13'- 6' 12'- 3' If- 4' 2% 9% 0.070'x 0.224' S.M.B. _ _ _- - 7 25'-10' 23'- 7' 22'- 4' 8' 24'- 2' 22'- 0' 20'-11' 9' 22'- 9' 20'- 9' 19'- 8' IV 21'- 7' 19'- 8' 18'- 8' 11' 26- 7' 18- 9' 17'-10' 12' 19'- 8' IB'- 0' 17'- I• Is 15-11' 17'- 3' 16'- 0' 14' 18'- 3' 16'- 8' 15'- 5' 2'x 9'x 0.076% 0.224' S.M.B. Y 28'- 0' 25'- 7' 247- 3' 8' 26'- 2' 23'-11' 22'- 8' 9' 24'- 8' 22' 6' 21'- 4' 10' 23'- 57 21'- 4' 20'- 3' If 22'- 4' 26- 4' 19'- 4' 12, 21'- 4' 19,- 6• 18,- 6' 13' 20'- 6' 18'- 9• 17'- 5' 4' 19'-10' 16,_'MEETS THEREOUIRS as OF CHAP'TEP 12O&SBG.T99t, YIN Iii iSRA� iSy3 SHEET I 3 d OF .3 94 - 00145