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General Notes and Specifications: 1. Certain of tt\e following structures are designed to be married to block and wood frame structures of adequate structural capaci!y. The contractor / home owner shal venfy thaI the host slru<:lUre is In good condition and of suflk:ienl streng1h to hold the PftllXlsed addition, 2. If thera IS a question about the host structure. the own<< (at his own expense) shaM hn an arcMect, engineer. or a cern1Ied home inspection company to venfy host structure capacrty. 3. The following rules apply to attad"1ments involving mobile and manufactured homes: a. Structures to be placed adjacent to a mobile I manufactured home bu,. prior \0 1994 shal use 'fQur\h wall constM:tlon. or sheY provide detailed plans of tt\e mobile / manufacI1Jred home along wrth addition plans for site specdlc review end seal tly the 8I19ineer. This applies (0 aI utility sheds. ca<JlOrtS, and I or other slructureS to be atlacl1ed. J, Fourth wad construc:ion means t!1e additlon shal be free standing wrth only the root ffaslling of the tHO unib being atlacl1ed, The most common "fourth wal construction. is a post & beam frame adjaceot to the mobile / manufacttJrad home. The same span tables can be used as for the front wall beam. All fourth wal frames shall have knee bra<:es on boltt fourth waY frame and outer wall frame. Co FOl' mobile / manufactured homes buiM after 1994, structlJres may be attacOed, provided the project follows the plan provided in Ittis manual. The cootractot / owner shall provide venficalion of the structural system used to build the host slnJclIJte. do Any atladuTloot that ex1ands more than 2a from a mobile / manufactured home waf shall require site specdlc engineering. The 2f1 is measured from the mobile / manufactured home to the outside of the beam wad and does not include overf1ang. 4. SecOOn 1 con1ains span tables and the attachment details of pans and composite panels. 5. When using TEl< screws in lieu of S.M.S., longer screws must be used to compensate a dr1lI head. 6, SOMe LOCAL BUILDING DEPARTMENTS, SUCH AS PINELLAS COUN1Y. MAY REQUIRE ~INIMUM WAll 1111CKNESS OF EXTRUSIONS. CHECK WITH YOUR LOCAL BUILDING DEPARTMENT BEFORE I'VINNING YOUR PROJECT. SEE CONNECTION DETAILS (SECTION 7) ~ ~ ~ U ~ ~ ~ (/) f- (/) o J: ~ ~ :ij ~ FOOTING AND CONNECTION DETNLS SECTION 2 POST AND BEAM DETAILS AND TA8l.ES SECTION 2 12"xPAN (SEE TABLES SECTION 7) USE W TO SELECT PAN FOR REQUIRED SPAN W VAAIES FOR FRONT BEAM USE; A = W I 2+OVERHANG CARPORT WALL SECTION SHED IS FRAMED WITH FOURTH WAll (IF REQUIRED) OR ATTACHED TO HOST. MAXlMUM flOOR AREA 200 sa. Fr.. IF flOOR AREA IS GREATER THAN 200 sa. Fr. USE SECTION 4. ATTACH SHED OR ROOM WALL TO HOST STRUCTURE WI 114. x 3-114" TAPCONS @ 15. O.C. FOR MASONRY OR #16d COMMON @ 15" O.C. OR 1#10 x 3-1.12. FOR WOOD OR 1#10 x 2.112" S.M.S. FOR" x 2. ALUMINUM OR #10 x 3-112" S.M,S. FOR 2 x 2 ALUMINUM 1. SHEDS AND UTILJ1Y ROOMS BUILT UNDER SECTION 2 SPECIFICATIONS SHAll BE liMITED TO 16 Fr. iN ROOF SPAN DIRECTION AND 200 sa. Fr. MAXIMUM AREA. 2. AlL WOOD FRAMING AND SHEA1111NG CONNECTIONS SHAll BE IN COMPlIANCE WITH STANDARD 3UILDING CODE 1999 CHAPTER 23. TABLE 2306.1 OR AS NOTED BELOW. CONNECTION ""All SHEA111iNG 1.12. OR LESS TOP OR SOLE PI.A TE TO STUD A. END NAil a. TOE NAIL FASTENER NUMBER / SPACING #6 COMMON S. O.C. EDGES AND '2" D.C. FIELD 1i16 COMMON 2 #8 COMMON 2 /: ANCHOR WI111 HEADER CHANNEL '{VQOD FRAME SHED WI 2 x 4 PRESSURE TREATED PINE PLATE ANCHORED TO CONCRETE WI 1/4. CONCRETE FASTENERS @4'.{)" O. C. MIO-SPAN BEAM (SelECT '1.: FROM TABLE 2.1.1 AND / OR TABLE 2,1.2) FRONT WAlL BEAM (SELECT 'L' FROM TABLE 2.3) SHADING 1'(PE II DENOTES INTERIOR POST MAX. ROOF AAEA (SEE TABLE 2.1.1 AND lOR TABLE 2.1.2) SHADING 1'(PE I DENOTES EXTERIOR POST ROOF AREA (SEE TABLE 2.2. 1 ANDlOR TABlE 2.22) MIN. 3. x 3. x 0.000. 111RU-8Ol TED TO HEADER POST ANCHOR TO CONCRETE (SEE DETAIL REQUIRED POST) (TYPiCAl) I I f I LA2- ~ A1 j A3 -+ 1-- W = PROJECTION FROM -J A1 = W12 HOST STRUCT1..JRE A2 = W/4 A3 = W/4 + O.H. DOUBLE CARPORT WITH CENTER POST - PlAN VIEW ROOF CONNECTION DETAILS (SEE SECTION 7) ~IO-SPAN BEAM SIMPlE SPAN (SEE TABLE 2. 1.1 AND / OR TABLE 2.1.2) POST TO BE/oM (SEE TABLE 2.3) POST SIZE AND SPACING (SEE TABlE 2.2.1 AND / OR TABLE 2.2.2) ROOF PANELS (SEE TABLES SECTION 7) SEE FOOTING DETAILS 1lJ ~ ::l ... U ::l cr: ~ in o J: ~ L-- PROJECTION VARIES-1 DOUBLE CARPORT WITH CENTER POST - ELEVATION VIEW SEE CONNECTION r;- DETAILS (SECTlON 7) PAN OR COMPOSITE PANEL / ,S<' "OL" ''"'''0" " 1lJ ~ i:: u ~ ~ ~ ~ o J: '-' z: ~ B 2 x 4 LUMBER 112 S.P.F. (MIN.) OR 2. x 2. ALUMiNUM MAY BE SU8STIT1..JTED WI1110UT HURRICANE CLIPS FOUR111 WALL FRAMING WHERE REQUIRED UTILITY SHED WALL SECTION ( HURRICANE CLIPS FOR WOOD (SEE PAGE 2-5) 2 x 4 TOP PLATE @ ROOF {DOUBLE TOP PLATE ,F LENG111 OVER 15' TOP PLATE P.T. OR w/ VAPOR BARRIER@ AlUMINUM ROOF SHEA111ING; 7/15.0.5.8. OR 112" ?t YWOOD WI STUDS 24. O. C. OR STRUCTURAl GRADE 111ERMAl PlY WI STUDS @lS.0.C. ANCHOR \V1111 HEADER ~I CHANNel (SEE ROOF '.lJ CONNECTION DETAILS " ~~ i SECTION 7) ~ C4.IO f- ...I,1Ji ~ FRONT WAll aE/oM (SELECT u ~ ;liS I 'L' FROM TABLE 2.1.1 AND / OR ~ ~'O TABLE 2. 12) f- (/) ~i~ f- ...-- MID SPAN BEAM (SELECT 1: <.Il .J::'u.. 0 51<=- I FROM TABLE 2.1.1 AND / OR J: TABLE 2.12) '-' C4. z: ! N POST ~ I a (/) ~ , (/) I SELECT 3E/oM (SEE TABLE 1lJ I ~ a ;...-- 2. 1.1 AND / OR TABLE 2.1.2) I I SHADING 1'(PE I I I (SEE TABLE 2.2.1 AND / OR I A1 =W12 TABLE 2.2.2) I SHADING 1'(PE II .l<-A2 A2 = W/4 (SEE TABLE 2.2.1 AND .I OR 14.1 A3 ~ A3 =,'114 + O.H. I TABLE 2.2.2) ~... PROJECTION ~ cr: ~ ... U ::l ~ ... (/) t; o J: DOUBLE CARPORT WITHOUT CENTER POST - PLA.N VIEW 3' RECEIVING CHANNEL ANCHORS W/ (3) EACH #8 S.M.S. @ 12. O.C. (SEE ROOF CONNECTION DETAILS SECTION 7) MIO-SPAN BEAM (SEE SPAN TABLE 2.1.1) POST TO BEAM (SELECT FROM TABLE 2,3) POST SIZE AND SPACiNG (SEE TABLE 2.2) 11_ FOURTH WALL FRAME (IF REQUIRED) I ~ co> I ~ ROOF PANELS (SEE TABLES SECTION 7) SEE FOOTING DETAILS PAGE 2-15 i i ~ PROJECTION VAAIES --:- DOUBLE CARPORT WITHOUT CENTER POST - ELEVATION VIEW 111E DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON 111E LOAD REQUIREMENTS FOR 111E FOLLOWING CODES: 1) STANDARD BUILDING CODE 1997. CHAPTER 16 INCLUDING ssm 10-96 2) BOCA NATIONAL BUILDING COOE 1996 3) TEXAS DEPAATMENT OF iNSURANCE WINDSTORM RESISTANT CONSTRUCTION 1998 NINO LOAD TO SNOW LOAD CONVERSION TABLE: 50 YR SNOW LCAO DESIGN SNOW LCAO <'IINO LCAO I BUILDING TY',>!O 5 - 2511/ SQ. Fr. 3.1511I sa. FT. 95 MPH / OPEN 26-3011/ sa. FT. 51-70 III SQ, FT. 100 MPH.I OPE'" 31.3511I sa. FT. 51-7011/ sa. FT. '20 MPH / OPEN 36-60IIISQ,Fr. 51-70 II/sa. FT. 110MPH/"NC'_O~D 61.701#/ SQ, Fr. i 51-7011/ sa. FT 120 MPH I ENClOSED SelECT ROOF OR WALL MEMBERS FROM AP?RO"R'.AT~BLES TEXAS CONVERSION TABLE; I I NINO ZONE I SEAWARD OF I.CW. . INLAND OF I.C.W. . . INTERCOASTAL ""ATERWAY 2 x 4 PRESSURE TREATED PLATE WI 3/8. x 4-112' CONCRETE ANCHORS @ 4'.(). O. C. ,SEE SLAB DETNLS) PlJRSUANT TO PROVISIONS OF 111E flORIDA DEPARTMENT OF HIGHWAY SAFElY & MOTOR VEHICLES DIVISION OF ~dOTOR VEHICLES RULE 15C-2, 111E SPAN TABLES, CONNECTlON DETAILS, ANCHORING AND 0111ER SPECtFICA nONS ARE DESIGNED TO BE ~iED TO CONVENTIONAllY CONSTRUCTED HOMES AND / OR MANUFACTURED HOMES AND !vlOBllE HOMES CONSTRUCTED AFTER 1984. CONVERSION FAC-:-ORS ~ ROOF I WAl~-=-1 0.67 i 1.00 0.74 I 100 JOB NAME; ADDRESS: NOTE; ""INO LOAD CONVERSION: SPANS AND HEIGHTS FROM TABLES ARE BASED ON 120 M.P.H. WiND LOAD. TO CONVERT TO 140 M.PH.'NIND LOAD MULTIPLY SPANS AND HEIGHTS BY 0.85 DRAWING FOR ONE ?EF.M1T ONLY 1999 -~.... 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