00-9332 - Laserfiche WebLink

Browse Search

I i Ii I I :11 ! : I '------"=, ~' I 1.1' 'v Illi , , I !I ilJ I' I 1 II ' II A''iCHOR WITH HEADER CHANNEL I il , ! . rill [I 'VlI'r I 0 :' 11-" r4--1. I- i I I I i j i , , I "I 'I ' II : IV III [I :1 'I ,I DO ~OT 3LOCK FIRE EXIT WINDOW WOOO FRAME SHED WITH 2 ~ 4 PRESSURE TREATED PINE ?tATE ANCHORED TO CONCRETE WITH 1/4' CONCRETE FASTENERS AT 4'~.0.C, MID-SPAN BEAM SELECT L FROM TABLE 2.1.1 AND / OR TABLE 2.1.2 FRONT WAlL BEAM SELECT L FROM TABLE 2.3 SHADING TYPE II DE~OTES iNT. POST MAX. ROOF AREA TABLE 2.1,1 AND / OR TABLE 2.1.2 SHADING lYPE I DE~OTES EXTERIOR POST ROOF AREA SEE TABLE 2.2,1 AND / OR TABLE 2.2,2 MiNiMUM 3' ~ 3. ~ 0.060' THRU- BOLTED TO HEADER POST ANCHOR TO CONCRETE SEE DETAil REQUIRED POST "TYPICAL ANCHOR WITH HEADER CHAt,NEl Ui a: :) .... t) :) a: I- '" I- '" ~ c.? Z ~ '" X Ui ,I, 'ir- Ii ~II-<. - I I I, ~ fl ~~I ~ II: ~<- w a: :) .... t) :) a: I- Vl I- '" o 0: c.? Z ~ Vl B w a: :) l- t) :) a: I- '" I- Vl o :I: c.? z f= '" X w OVERHANG VARIES FRONT WALL BEAM SELECT L FROM TABLE 2.1.1 AND I OR TABLE 2. 12 MID SPAN 3EA'A SELECT L FROM TABLE 2.1.1 AND I OR TABLE 2.12 SELECT aEAM FROM TABLE I " 2" ~ FRONT '\VALL BEAM SELECT 'L' FROM TABLE 2, 1. I AND I OR TABLE 2. 1.2 USE 'L' = 1'112 + O.H. VARIES VARiES 1'1 VARIES L POST SHADING TYPE II SEE TABLE 2.2. I AND / OR A"ID I OR TABLE 2.2,2 SHADING TYPE I SEE TABLE 2,2. I A"ID I OR TABLE 222 I --' 2" ~ 3' MINiMUM SEE TABLE 2.2. I AND 1 OR :ABLE 2.2.2 I : , ~----I 1'1 - --I' \V12+0.H. if- I ~W W " I I [ W -'" WI2~,H. ~ , /" <:l T'--- W I if-- 1'112 / (f.) o 2 W <:l I ::2 (f.) ? a(S c:: (f.) cr: cr::: 1.1 W C > cr: o u () Cl: o f= i= -< c Cl. Cl: (f.) l- f- C/ cr::: "" o oe: Cl. 2 cr::: -< ::2 () ','..~ if-- 1'112 " DOUBLE WrDt: ATTACHED CARPORT WITH CE:NTE:R POST SINGLE WIDE ATTACHED CARPORT DOUBLE WIDe ATTACH~D CARPORT WITHOUT CENTER POST 3' RECEMNG CHANNEL A"ICHORS WITH (3) EACH #S SHEET METAL SCREWS AT 12" ON CE~TER MID SPA"I BEAM SEE SPAN TABLE 2.1.1 A"ID / OR TABLE 2. t2 POST TO BEAM SELECT FROM TABLE 2.3 SEE ROOF CONNEcnON DETAILS POST TO BEA'A SELECT FROM I TABLE 2,3 w w a: a: :) :) l- II .... t) Il POST SIZE AND SPACiNG t) :) ROOF PANELS SEE SEE TASlE 2.2.1 A"ID / OR :) c:: a:: I- SECTION 7 TABLES II TABLE 2.2,2 I- Vl '" l- I I- Vl :1 '" 0 I ~ 0 0: 3-1/2.2500 PS.1. CONCRETE SlAB :I: wm-l 6 ~ 6 WELDED WlRE MESH l , , VARIES , , OR FIBER MESH CONCRETE OVER , VAPOR aARRlER ROOF CONNECTION DETAILS SEE SECTION 7 DETAilS MID-S?A.~ BEA'A SIMPLE SPA~ TABLE 2.1.1 A"ID / DR 2.1.2 .----------- POST TO BEA'A SELECT FROM TABLE 2.3 UJ c:: :) l- t) ::;) a: f- <Il I- Vl o 0: ROOF PA~ELS SEE II SECTION 7 TABLES I I II II , ~ ! POST SIZE A~O SPACiNG SEE TABLE 2.2. 1 AND / OR 2,2.2 ROOF PANELS SEE SECTION 7 TABLES POST SIZE A"ID SPACING SEE TABLE 2.2.1 A"IDiOR TABLE 2.2.2 3- 1(2" 2500 PSI CONCRETE SlAB WITH 6 ~ 6 WELDED WIRE MESH OR FIBER MESH CO~CRETE OVER VAPOR BARRIER 3-112" 2500 PS.1. CONCRETE S1.A3 WITH 6 ~ 6 WELDED WIRE MESH OR FIBER MESH CONCRETE OVER VAPOR BARRIE!~ ~ I VARIES VARIES r'" ::.i SECTION THROUGH SINGLE WIDE ATTACHED CARPORT SECTION THROUGH DOUBLE WIDE ATTACHED CARPORT WITH CENTER POST SECTION THROUGH DOUBLE WIDE CARPORT WITHOUT CENTER POST .f- w~. . "" , 0... .... . :;)' \Il' ~-~ L (l) t) . C ~ i C UJ t "" :0 . ..... :l. . en 3 [ . ~ ! W:!5i (l) 0: : () UJ , C ~; ~ i3 ~ - ~. 1 SEE CONNECnON DETAJlS l~: CONNECTION DETAILS THE DESIGNS A"ID SPA"IS SHOWN ON THESE DRAWINGS ARE BASED ON THE LOAD REQUIREME~TS FOR THE FOUOWiNG CODES: 1) STA.'1CARD BUILDING COOE 1997, CKAPTSR 16 INCLUDING ssm 10-96 2) BOCA NATIONAl BUllDI~G CODE 1996 3) TEXAS DEPARTMENT OF INSURANCE WlNOSTORM RESISTANT CONSTRUCTION '998 PA'I OR COMPOSITE ROOF PANEL SECTION 7 DET AJLS ATTACH SHED OR ROOM WALL TO HOST STRUCnJRE 1'111/4' ~ 3-114' TA?CONS@ 16' O.C, FOR MASONRY. #16d COMMON @ ',6" O.C. OR #10 ~ 3-1/2. FOR WOOD, AND #10 ~ 2.1(2" S.M.S. FOR l' ~ 2" ALUMINUM AND #10 ~ 3-1(2" S.M.S. FOR 2" ~ 2" ALUMINUM TOP PUlTE PRESSURE TREATED OR WlTH VAPOR aARRIER AT ALUMINUM ROOF w :; g W ...I C3 o :; c.? z f= '" X w w :; o ~ I ~ I ~ l ~ '[' x w I 2" ~4' LUMBER TOP PLATE @ ROOF il I II I Ii I' II 11 :1 I I I I~ ~ 12" ~ PA"I (SEE TABLE) USE W TO SELECT PAN FOR REQUIRED S?A~ WINO LOAD TO SNOW LOAD CONVSRSION TABLE: 50 YR S>OOW lCAD DESIGN SNOW lCAO"""O lCAD I BUILD,,,,, TY?l: :, :i Ii !I i! :1 Ii II ! 2" ~ 2" ALUMINUM OR 2" ~ 4' LUMBER #2 S.P.F. (MIN.) ALUMiNUM POST A"ID BEAM 5 . 25 II / SQ. FT. 26-30 II / SQ. FT. j1-35 II / SQ. FT. 3S.QO /I I SQ. FT. 61.70/1/ sa. FT. 3.1511 / SQ. FT. 61-70 II I SQ. FT. 61-70 # / SQ. FT. 61-70 # I SQ. FT. 61-70 # I SQ, FT. 95 MPH I OPEN 100 MPH / OPEN 120 MPH / OPE~ 1 \ 0 MPH / E."IctOSED 120 MPH / E,"IClOSED \1 II II ~ 1 I Ii I' il~ ~ SHEATHING: 7/16" O.S.B. OR 1(2" PLYWOOD WI~ SruDS 24' ON CENTER OR STRUCTURAl GRADE THEHMAL PLY WI111 STUDS AT , 6' ON CENTER 2" ~ 4' PRESSURE TREATED PUlTE WITH 3/8' ~ 4-1(2" CONCRETE A"ICHORS AT 4'~' ON CENTER SEE SlAB DETAILS SHEATHI~G: 7116' O.SB. OR 1(2" PI. '!'WOOD WlTH STUOS 24' ON CENTER OR STRUCTURAL GRADE i1'ERMAL PLY WITH sruos AT 16" ON CENTER 2" ~ 4' PRESSURE TREATED PUlTE WITH 318' ~ 4-1(2" CONCRETE ANCHORS AT 4'~' ON CE!'iTER SEE SlAB DETAILS IV I VARIES FOR FRONT BEAM USE L=WI2+OVERHANG SCUCT ROOF ~ ~NJ. l.4El-lBE.RS F~ ,.t.,,?PROPq......iC. 'MNQ LCAD ';A.3I..E.S TEXAS CONVERSION TABLE: WlNO ZONE SEAWARD OF I.C.W. . INLAND OF I.CW. . . INTERCOASTAL WATERWAY NOTES: I. ANCHOR PA'IS TO HEADER CKANNEL WITH (3) #'0 ~ 112' S.M.S. WI WASHER. 2. ANCHOR PA...5 TO ROOF BEA'AS WITH (3) #10 ~ 1/2. 5.M.5. WI WASHER. 3. ANCHOR COlUM... TO CONCRETE FLOOR WlTH (2) 114' ~ 3' CONCRETE A"ICHORS. 4. A"ICHOR COlUM."I TO BASE ?tATE WITH 1.1/4' SS. BOLT 5. A...CHOR SHEETING AS FOLLOWS: A. PLY'NOOO #8d COMMO'l @6"O.C. EDGES A"ID 12" DC. iN FIELD B. STRUCTURAL GRADE THERMAL PLY PER MANUFACruRERS RECOMMENDATIONS OR #6 ~ 1.'/4' DECK SCRE\VS @ 6. O.C. EDGES A"ID 12' O.C. FIELD AS A MiNiMUM CARPORT WALL SECTION JOB NAME: ADDRESS: ,; UTILITY SHED WALL SECTION DRAWING FOR ONE PERMIT ONLY OF