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HomeMy WebLinkAboutplan_18392_TEDS SHEDSFM S D'E)Hrmc)ls INC. f.R.H INSPECTORS -Flans Examiner- W. David Arnold AR0013558IPXM351 Plan# Date 2 / JVvr/ os- �i3�©G F' 2. 3. 4. 0 I I -NISAL NOT :S THI5 5TRUGTURE WAS DESIGNED IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE (F.B.G). NINE? LOADING DESIGNED IN ACCORDANCE WITH A5CE-1-02. ALL MATERIALS AND LABOR SHALL BL IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLIGA13LE LOCAL CODES AT THE TIME OF MANUFACTURE. WRITTEN DIMEN510145 SHALL TAKE PRECEDENCE OVER 5GALED DIMENSIONS. EXTERIOR DIMENSIONS CAN VARY BETKEEN LIMITS 5HONN AT 2' O.G. BUT MEMBER 5PAGING SHALL NOT EXGEED LIMITS AS INDICATED. LUMBER USED FOR CON5TRUGTI0N OF THI5 BUILDING SHALL BE A5 FOLLON5. FLOOR JOISTS 2x4 5.Y.P.#3 12% TO 15% M015TORE CONTENT 2X4 5.Y.P #2 12% TO 15% M015TURE CONTENT 2X6 5.Y.P#3 12% TO 15% MOISTURE CONTENT 2X6 S.Y.P.#2 12% TO 15% M015TURE CONTENT STUDS 2x4 5.P.F#2 12% TO 15% M015TURE CONTENT ROOF RAFTERS 2x4 5.P.F.#2 12% TO 15% M015TURE CONTENT 2Xb S.P,F.#2 12% TO 15% MOISTURE CONTENT ALL THE FOLLONING LUMBER SHALL BE PRE56URE TREATED 5KID5, FLOOR J015T AND !/4" T 8 (5 PLY HOOD FLOOR DECKING. RAFTERS DESIGNED TO SUPPORT D.L.(IO P5F) + L.L.(20 P5F) = 30 P5F TOTAL LOAD. NAILS FOR ROOF SHALL BE GALVANIZED RING SHANK. FOR ROOFS KITH A SLOPE OF 2.0 TO 12 UP TO 4.0 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN ACCORDANCE HITH SECTION 150-1.2.b OF F.B.G. 2004 6HUST L161 TABLO SHEET NUMBER SHEET TITLE G-I COVER SHEET A -I FLOOR AND FRAMING PLAN A-2 DETAIL5 AND GHART5 A-3 SECTIONS AND GHART5 A-4 DETAIL5 A-5 ENDWALL DETAIL5 A-6 ENDWALL DETAIL5 A-1 HEADER DETAILS A-8 DETAIL5 �350 LAREDO AVENUE FT. MYERS, FLORIDA 334105 MASTER PLANS OF 5TANDA RD TYPE 5HED5 0L CTRICA� NOTIS I. WHEN AIR CONDITIONING 15 INSTALLED IN THI5 BUILDING, IT SHALL BE THE RESPONSIBILITY OF THE HVAG CONTRACTOR AND ELECTRICAL CONTRACTOR TO VERIFY HIRE AND BREAKER SIZES FOR ACTUAL HVAG UNITS) INSTALLED ALL HIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC GORE LATEST EDITION. 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. 3. EACH GROAT 15 TO HAVE CONTINUOUS 50LID COPPER INSULATED GROUND HIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN D15TRIBUTION PANEL. 4. EQUIPMENT GROUND BAR IN MAIN DISTRIBUTION PANEL 15 TO BE GROUNDED TO MINIMUM IO'-O" COPPER GLAD EARTH DRIVEN ROD HITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATIONS OF I" OR LARGER ARE TO HAVE PLA5TIG INSULATED BUSHINGS. 6. ALL ELECTRICAL NORK 15 TO BE IN ACCORDANCE HITH THE NATIONAL ELECTRICAL CODE (NEG), LIFE SAFETY CODE NFPA 101), LATEST EDITIONS. 7. HVAG EQUIPMENT SHALL BE PROVIDED HITH READILY ACGE551BLE D15CONNEGT5 ADJACENT TO THE EQUIPMENT SERVED. A UNIT 5NITGH HITH A MARKED "OFF" P051TION THAT 15 PART OF THE HVAG EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WERE OTHER 915GONNE6TIN6 MEANS ARE AL50 PROVIDED BY A READILY AGGES5IBLE CIRCUIT BREAKER. 5. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RATING OF THE MAIN BREAKER MUST BE DE516NED AND VERIFIED AS BEING IN COMPLIANCE HITH SEC. I10-q OF THE NEC. BY A LOCAL ELEGTRIGAL CONSULTANT. cl. THE MAIN ELECTRICAL PANEL, FEEDERS, POKER HOOKUP TO BUILDING (INGLUDING ALL 0I5GONNECT5, OVER CURRENT DEVICES, PANELS, GROUNDIN(5, ETC) 15 DESIGNED BY OTHERS, 51TE INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL. 10. ALL HIRES TO 5NITGHE5 AND OUTLETS TO BE #12 THHN SOLID GREEN SITS INST4= ITSEMS NOTE THAT THIS L15T DOES NOT NECESSARILY LIMIT THE ITEMS OF NORK AND MATERIALS THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. ALL 51TE RELATED ITEMS ARE 9)5JEGT TO LOCAL JUR15DIGTION APPROVAL. 1. THE COMPLETE FOUNDATION SUPPORT AND TIE-DONN 5Y5TEM. 2, RAMP5, 5TAIR5, AND GENERAL ACCE55 TO THE BUILDING. 3. ELECTRICAL 5ERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDING. ©FISICIN CRIURIA OC 2004 COZ 1. P41ND VELOCITY 150 M.P.H. 2. NAND IMPORTANCE FACTOR OM 3. BUILDING CATWORY 1 4. WIND E`XF09JRE G 5. INT. PIRFSSURE COEFFICIENT +/- 02 6. Eh1Gl.09M CLASSIFICATION ENCLOSED 1. COMPONENT5 AND CLADDING - WALL LOAD (ZONE #4) -401 F51F - WALL LOAD (ZONE #5) -50.5 P5F - ROOF LOAD (ZONE #1) -54.5 FSF - ROOF LOAD (ZONE #2) -54.5 P5F - ROOF LOAD (ZONE #3) -61.6 P5F 6. FLOOR OM16N LIVE LOAD 40 P5F FLOOR DB16N DEAD LOAD 12 PSF q. ROOF DE516N LIVE LOAD 20 P5F ROOF DM16N DEAD LOAD 8 P5F 10, WALL D1a-'i16N DEAD LOAD 5 P5F 11. CONSTRUCTION TYPE V B 12. BUILDING OCCUPANCY - LWISTORI 051 15. THE CONTRACTOR MU5T COMPLY WITH THE LATEST EDITIONS OF THE FOLLOJNING CODES. - FLORIDA BUILDING CODE - 2004 - FLORIDA MECHANICAL CODE - 2004 - FLORIDA PLUMBING CODE - 2004 - FLORIDA ACCESSIBILITY CODE - 2004 - FLORIDA EXISTING BUILDING CODE - 2004 - FLORIDA FUEL AND GA5 CODE - 2004 - FLORIDA FIRE PREVENTION CODE - 2004 - NATIONAL ELECTRIC CODE - 2005 DATE: 11116105 DRN BY: MBR CHK BY: F56 SCALE: NO SCALE W.O. NO: 213-068 5HEET THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA SUILDINCG CODE FOR A THREE SECOND GUST OF 150 M.P.H. SHID MAXIMUM L�NC�tHS 5!-IED YVID'iM ENDWALL OPENIN65 NO OPENIN65 2' 3' 4' 5' (0' 8' 4'-O" IV NA NA NA NA NA NA 5'-0" 24' NA NA NA NA NA NA 6'-0" 28' 20' 14' 10' NA NA NA 1'-O" 54' 24' 20' 14' NA NA NA 8'-011 38' 50' 24' 20' 14' 10' NA 10'-O" 46 38' 54' 30, 24' 20' 10' II'-O" 50' 44' 40' 34' 30, 24' 14' II'-8" 50' 46' 42' 38' 32' 28' 18' 13'-0" - 50, 48' 44 1 8' 54' 24' 50' 1 50' 50' L 46 1 42' 38' 28' NOTE: NA= THAT SIZE OPENING WILL NOT HE ALLOKED ON THE ENDWALL5 OF A SHED P41TH THAT WIDTH. rm=TRIC" SYM30J.$ NOTE: ALL ELEGTRIGAL EQUIPMENT 5HOWN 15 OPTIONAL AND LOGATION5 MAY VARY. DUPLEX REGEPTAGLE 120V 4 INGANDESGENT LIGHT WITH I -(?ON BULB JUNGTION BOX SNITCH 16" TO 24" 2x4 S.Y.P. #2 1UN h'LAIt 5.Y.P. SEE GHART A-2 #2 DOUBLE AT RAFTER5 ENDNALLS SLOPE R106E 2x4 RAFTERS #3 OR 2x6 ON SHEET r SLOPE 1, 6'-0" TO 506-011 JLL Vn!"11� 1 I r11J JrFI-L I 1 V3t I -If -%I\. l-LV I I ULv 16" TO 2411 RIM JOIST SIZE AND 6RADE 5AME A5 FLOOR JOIST U5ED] (2) 2x4 OR (2) 2x6 5EE GHART #1 P.T. S.Y.P. #2 SKIDS SHEET A-2 2x4 OR 2x6 �k JOISTS P.T. AT 16" OR 24" O.G. v (TYPIGAU SEE CHART #I ? SHEET A-2 A-2 (2) 2x4 OR (2) 2x6 6'-011 TO 50'-011 P.T. 5.Y.P. #2.5KID5 SEE GHART THI5 SHEET FOR MAX. LEOTH5 ALLOMD NOTES: 1. ANY BUILDING OVER 100 50. FT. WILL BE 2x6 FLOOR JOIST. �,R�11M'1%11111 &11W 3/4" Ti 6 PLYWOOD/ FLOOR DEGKING SEE VARIOUS END WALL 5EGTIONS Fbf, VERTIGAL HALL STUD LOGATI ON 2x4 P.T. SOLE PLATE OPTIONAL ELEGTRIG TO EAGH--' UNIT FIELD GONNEGTED FROM EXI5TIN6 POWER 50URGE TO UNIT m 2x4 VEEP WALL 51 6, 4', 5', 6' 5011W OPENING. SEE 511 DOOR HEADER T SEE VARIOUS EP SECTIONS KITH I AND GARAGE D+ VERTIGAL WALL LOGATION 3', 4', 5', 6' 5WINGINL OPENING. SEE SIDE DOOR HEADER PET 1-011 TO 501-011 �aok# Y,11 + "of kl n All AILS tag 1 fy Q� U� z in z: ' 1 k' I DATE: 1I 16 05 DRN BY: MBR GHK BY: F5G SGALE: NO SCALE W.O. NO: 213--065 SHEET it THE5E F'LAN5 WERE DE516NED IN ACCORDANCE AITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5ECOND 6U5T OF 150 M.F.H. .o �-1/2" untit c� N—o.ola'y WHEN IS 6UA6E GALVANIZED 5TEEL AT I b" O.G. USE (2) H3 OR AT 24" O.G. USE (2) H2.5A 3/4" T4(5 PLYWOOD WITH (12) - IOd GOMMON NAILS CONTINUOUS OVER 51MP50N HURRICANE 5HEATHING ON JOI5T5 AND STUD WALLS ANCHOR OR EQUAL 2 5PAN5 MIN. 51M'ON LT512 ROOF AND SIDING o o CORNER TW15T STRAW ALUMINUM PANEL u , ��TAIL �NF �I I FASTEN GLIP PER a 2x4 OR 2xb P.T. MANUFACTURER'S 5.Y.P. FLOOR J015T 5PEGIFIGATIONS y 5KID TO FLOOR JOIST SCALE: 3" = V -O" WHEN FLOOR JOIST ARE AT I b" O.G. USE (2) H3 OR AT 24" O.G. U5E (2) 142.5A 5/4" T66 PLYWOOD 51MP50N HURRICANE F 5HEATHIN6 ANCHOR OR EQUAL � 2x4 OR 2xib P.T. MANUFAC LTURER'S � H7�f�5.Y.P. FLOOR JOIST 5PEGIFIGATION5 5KID TOFLOOR IJ015T **K=1 VIVA ROOF RAFTER CHART 24,10.0. 16" O.C. WIDTH RAFTER 51 ZE WIDTH RAFTER 51ZE 4'-0" 2x4 5.Y.P. #2 4'-0" 2x4 S.Y.P. #2 5'-0" 2x4 5.Y.P. #2 5'-0" 2x4 5.Y.P. #2 6-0', 1 2x4 S.Y.P. #2 6'-0" 2x4 S.Y.P. #2 7'-0" 2x4 5.Y.P. #2 7'-0" 2x4 5.Y.P. #2 8'-O" 2x4 S.Y.P. #2 S'-O" 2x4 5.Y.P, #2 10'-0" 2x4 5.Y.P. #2 10'-O" 2x4 5.Y.P. #2 11'-0" 2x6 5.Y.P. #2 II'-O" 2xb 5.Y.P. #2 II'-8" 2x6 5.Y.P. #2 11'-8" 2xb 5.Y.P. #2 13'-0" 2xb S.Y.P. #2 13'-O" 2x6 5.Y.P. #2 13'-8" 2x6 5.Y.P. #2 13'-8" 2x6 S.Y.P. #2 ROOF RAr-TEK CHART NOTE: USED ON EVERY WALL 5TUD TO GONNEGT WALL TO ROOF AND WALL TO FLOOR VARI E5 I MN.' 20 GUA6E 6ALV. 5TEEL STRAW TYPICAL BEND WITH 0.131"(PORO162"4 tf /- 000000 vooao o 6UNNAIL5 EACH END END OF �- 5TRAP. 5EE EACH OPENING APPROPRIATE DETAIL FOR QUANTITY OF NAIL5. DOOR **HEADER WIDTH JOISTS GRAM A B 4'-0" 2x4 AT I b" OR 24" O.G. 5YP #3 8.5" 31 " 5'-0" 2x4 AT 16" OR 24" O.G. 5YP #3 14.5" 51" 6-0" 2x4 AT I6" OR 24" O.G. 5YP #3 5.5" 55" 2x4 AT 16" OR 24" O.G. 5YP #3 14.5" 55" 2xb AT 16" OR 24" O.G. 5YP #3 20.5' 55" 10'-0" 2xb AT 24" 5YP #2 215" 77" 10'-0" 2x6 AT 16" 5YP #3 21.5" 7-7" 11'-0" 2xb AT 16" OR 24" O.G. 5YP #2 27.5` 77" W-8" 2x6 AT 16" 5YP #2 151.5,111 -T-'1 t WIDTH JOISTS GRADE A B G I3-0" 2xb AT 16" OR 24" O.G. 5YP #2 18.5" 23.5" 72" 15-8" 2xb AT lb" OR 24" O.G. 5YP #2 IS.5" 23.5" 80" 5KID LAYOUT CH�R°� 1 tiN.T.S N DATE: II 16 05 DRN BY: MDR GHK BY: E50 5GALEs NO 56ALE t^I.D. NO: 215-065 SHEET A=2 THE5E FLAN5 lNERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A+ THREE SECOND GU5T OF 150 M.F.H. 2x4 S.Y.P. #2 TOP PLATE P*b OW AM w+lA1 Ail of I i to i1N�� 4rNM1 v- a S) LOW "m oft I" WIDE 20 6A. (MIN) STRAP WITH 0.151" x 2-1/2" 6UNNAILS 5EE CHART FOR QUANTITY 1" NVE 20 6A. (MIN) STRAP WITH 0.131" x 2-1/2" 6UNNAIL5 5EE GHART FOR QUANTITY 2x4 5.Y.P, #2 VERT. NALL STUD 16" O.G. OR 24" O.G. 3"x 0,131 NAIL FROM PLATE TO JOIST BELOW AT 16" O.G. 3/4" T$6 PLYWOOD 5HEATHIN6 2x4 OR 2x6 FLOOR JOIST 2x4 OR 2x6 RIM J015T BEND STRAP AND NAIL INTO FLOOR J015T IF NEGE55ARY TO INSTALL ALL FASTENERS WALL STUD TO RAFTER AND /FLOOR FFA5TENING r7�C l �VIV 1604.3 MAX WALL STUD LENGTHS 5UB NOTE a OF THE 2 004 FLORIDA BUILDING GODE STUD GRADE MAX LENGTH 5TUD WIND 5PEED EXAMPLE AND 5PA0 I NG I N I NGHE5 LENGTH S.Y.P. #2 AT 24" O.G. 150 M.P.H. Ilq" q'-II" q'-I I" STUD 1-1/2" TOP PLATE 10' 2" BOTTOM PLATE 5.Y.P. #2 AT 16" O.G. 150 M.P.H. 136" I I'-4° 10 2 WALL HEIGHT NOTE: TOP PLATE $ BOTTOM PLATE MAY BE ADDED TO STUD LEN6TH FOR TOTAL WALL HEIGHT MAX WALL STUD LENTH5 CHART 2 NN.T.S N UPLIFT STRAP NAILING SCHIEDULS NAeM OF NAILS EACH DO OF 5TRAP 0.191"(P x 241° SHED WIDTH WALL STUD 5PAGEIN6 24" O.G. 4'-0" 5 4 S'-0" 6 4 6`-0" S 5 T-O" L 6 S'-O" 10 7 10'-0" 12 S Ill-O" 14 10 " 11'-5 14 10 151-0" 1-7 I i I�I-0.E3 i"I II FOR HEIGHT "H" 5EE CHART BELOW 2x4 5.Y.P. #: COLLAR TIE COLLAR T1E SCHEDULB FOR ALL UNITS BLDG. WIDTH 'H" ON.) 6' 0 MIN. 10, 10" MIN, II' AND 11'-S" 12" MIN. IV AND 15'-5" 15" MIN. SHED'S SMAI-Lt"R THBN 5' W1L1- NOT NBBD COLLAR TIe 3/4" T$6 PLYWOOD 5HEATHINCv (2) 2x4 OR (2) 2x6 - P.T. 5.Y.P. #2 5KID5 3"4" TRU55 PLATE ON BOTH SIDE-5 (TYP) 2x4 OR 2x6 5.Y.P. #2 RAFTER 2x4 5.Y.P. #2 TOP PLATE 2x4 S.Y.P. #2 O VERT. WALL �r 5TUD 16" O.G. ® OR 24" O.G. P.T. 5.Y.P. #2 �2x4 5OLE PLATE CROSS SECTION 1 #< >0 ill � : L� o ILL � y g DATE: IIIIN05 DRN BY: MBR GHK BY: F56 5GALE: NO SCALE WD. 140: 215-068 SHEET A=3 THR5E PLAN5 WERE DE516NF-D IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5ECOND 6U5T OF 150 M.P.H. DBL. TRUSSES AT ENDWALL5 2x4 5.Y.P. #2 TOP PLATE - I" WIDE 20 GA. (MIN) STRAP -' WITH 0.131"(P x 2-1/2" 6UNNAIL5 SEE DETAIL AND CHART #3 SHEET A-3 FOR GUANTITY CORNER TW15T STRAP SEE DETAIL #5 A-2 GORNER P05T 5EE CORNER ANCHOR DETAIL #2 A-4 �—FT � i DBL. TRU55E5 AT ENDWALL5 2x4 5.Y.P. #2 TOP PLATE -- I" HIDE 20 GA. (MIN) STRAP WITH 0.131"(P x 2-1/2" GUNNAIL5 SEE DETAIL AND CHART #3 SHEET A-3 FOR allANTITY CORNER P05T SEE DETAIL #2 A-4 — CORNER ANCHOR AL AIL SCALE, 3" r IWT 2x4 5.Y.P. #2 VERT. WALL STUD lb" O.G. OR 24" O.G. 3"x 0.151 NAIL FROM PLATE TO JOIST BELOW AT 16" O.G. 3/4" T46 PLYWOOD SHEATHING 2x4 OR 2xb FLOOR J015T 2x4 OR 2xb 20 GA. x 1-1/4" WIDE STRAP RIM JOIST FASTENED WITH (5) - 0.131"(P x 2-1/2" 6UNNAIL5 1 1/4" GALV. STRAP RUN FROM ANCHOR TO FLOOR J015T AND FASTENED TO FLOOR J015T ANCHOR 5TRAP �7�V�IOIV 3-1/2" N i T -'HOOD SPACER ,— (NON GONTINUOU5) CORNER OF BUILDING PLYMOD 5PAGER {NON GONTINUOU5) - �Z3 � U3 m18N rJU fif Jul � ui o��.. DOOR HEADER 04S, �� I 0 DATE: 11 I6 05 DRN Bl': MOR GHK BY: F50 56ALE: NO 5GALE N.O. NO: 273-068 5HEET A=4 THESE FLAN5 WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5EGOND 6U5T OF 150 M.F.H. 0 i' V.... 13 l 1 I" x8" 20 6UA6E STRAPS FASTENED WITH (2) - 0.131"(P x 2-1/4" (-UNNAIL5 3"x5" TRU% PLATE EACH END OF STRAP ON BOTH SIDES TYP) SEE HEADER DETAIL 2x4 5.Y.P. #2 TOP PLATE 16 (9UA6E BRAGS 1-1/4" WIDTH 2x4 P.T. 5.Y,P. #2 SOLE PLATE I I� I� � to } I� I I JAGK 5TUD lo' THRU II'-W SHED ENDWALI_ WITH .V TO 8' GARAGE DOOR WALE1 �i I = 1-0' 1 "x8" 20 61JA6E STRAPS 3"x5" TRUSS PLATE FASTENED WITH (2) - ON BOTH 51DE-5 TYP) 0.131' m x 2-1/4" 6UNNAILS ��. EACH END OF 5TRAP SEE HEADER DETAIL 2x4 5.Y.P. #2 TOP PLATE IS 6UA6E BRACE 1-1/4" WIDTH 2x4 P.T. SY.P. #2 50LE PLATE k b'-O" � NOTE, 3'-0" DOOR SHOWN, IF 4'-O" DOOR 15 USED, THEN THE WALL 5TUD5 SHALL NOT EXCEED 24" O.G. ON EITHER 51DE OF THE DOOR. THEREFORE FEWER 5TUD5 MAY BE REQUIRED IN THE WALL THAN ARE 5HOWN ON THE PLAN. 6' SHED ENDYOLL WITH DOOR ormU r I -0 3"x5" TRUSS PLATE - ON 130TH 51DE5 TYP) SEE HEADER DETAIL 2x4 5.Y.P. #2 TOP PLATE lb 6UA6E BRACE 1-1/4" WIDTH 2x4 P.T. 5.Y.P. #2 50LE PLATE [EG. 22.5( r MI-7 I"x5" 20 64A6E 5TRAP5 FASTENED WITH (2) - 0.131'V x 2-1/4" 6UNNAILS EACH END OF STRAP WINDON 51ZE VARIES FROM 27" TO 56" VERTICAL DIMEN51ON5 65HED ENDWALL WITH YVINDOW 3 pAL1= 14I° _ P_p° I"x8" 20 6UA6E 5TRAP5 FASTENED WITH (2) - 3"x5" TRU55 PLATE 0.131"4P x 2-1/4" 6UNNAILS ON 50TH 51PE5 TYP) EACH END OF STRAP SEE HEADER '1 DETAIL 2x4 5.Y.P. #2 --� TOP PLATE IS 611A6E BRACE 1-I/4" WIDTH 2x4 P.T. 5 Y.P. #2 SOLE PLATE i Ir JACK STUD } Io I� A-5 NOTE, 6-0" DOOR 5HOWN, IF OTHER 51ZE OF DOOR 15 USED, THEN THE WALL 5TUD5 SHALL NOT EXCEED 24" O.G. ON EITHER 51DE OF THE DOOR. THEREFORE MORE 5TUD5 MAY BE REQUIRED IN THE WALL THAN ARE 5HOM ON THE PLAN. 3"x5" TRUSS PLATE - ON BOTH 51DE5 T(P) SEE HEADER DETAIL 2x4 5.Y.P. #2 TOP PLATE IS 6UA.6E BRACE 1-1/4" WIDTH— 2x4 P.T. 5.Y.P. #2 50LE PLATE a' 5HED ENDAALL NTH DOOR -ALtj iI' = 1'-4" 1"x8" 20 6UA(5E STRAPS FASTENED WITH (2) - 0.131"P x 2-1/4" 6UNNAILS EACH END OF STRAP ' I • 3 A-5 WINDOW 51ZE VARIES FROM 21" TO 36" VERTICAL DIMENSIONS a' 5HED ENDWALL WITH WINDOW le =1'-0° NOTEt STUD 5PAVNS NOT TO EXCEED 24' O.G. fy `3 _ Q SEN a� _v PATE: II I6 05 DRN BY: M13R GHK BY: F5G 5GALE: NO 50ALE W.O. NO: 2-13-06S 5HEET THE5E FLAN5 WERE DE5I6NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND 6U5T OF 150 M.F.H. 1 "x8" 20 GUAGE STRAPS FASTENED WITH (2) - 3"xY TRU55 PLATE 0.131"4) x 2-1/4" GUNNAIL5 ON BOTH 51DE5 TYP) EACH END OF STRAP A,\ M SEE HEADER DETAIL 2x4 5.Y.P. 42 TOP PLATE 18 GUAGE BRACE 1-1/4" WIDTH--- 2x4 P.T. 5.Y.P' #2 50LE PLATE 3 A-0 10'-0" NOTE. 5'-0" DOOR 5HOWN, IF OTHER DOOR 15 USED, THEN THE WALL 5TUD5 SHALL NOT EXGEED 24" O.G. ON EITHER 51DE OF THE DOOR. THEREFORE FEWER STUD5 MAY BE REGIUIRED IN THE WALL THAN ARE 5HOWN ON THE PLAN. #3 AALL� WITH DOM SGAI.E:1/4' c 1'-0" I"x8" 20 GUAGE STRAPS FASTENED WITH (2) - 3"x5" TRU55 PLATE 0.1314) x 2-1/4" CyUNNAIL5 ON BOTH 51DE5 TYP) EACH END OP STRAP At1 M SEE HEADER DETAIL 2x4 5.Y.P. #2 TOP PLATE 18 GUAGE BRACE 1-1/4" WIDTHS 2x4 P.T. 5Y•P� #2 50LE PLATE I Ir I� 20 20't 2Q"_ r 3"x5" TRU55 PLATE _ ON BOTH 51DE5 TYP) SEE HEADER DETAIL 2x4 5.Y.P. #2 TOP PLATE A-3 10-0" WINDOW SIZE VARIES FROM 2-7" TO 36" VERTICAL DIMENSIONS 10, 5HED ENDI+IAI.I. WITH WINDOW 5 G�t�41 ' I`-0" 18 GUAGE BRAGE 1-I/4' WIDTH---� 2x4 P.T. 5.Y.P;--\ #2 SOLE PLATE "x8" 20 GUAGE 5TRAP5 FASTENED WITH (2) - OBI P x 2-1/4" GUNNAILS EACH END OF STRAP u� IOTr > I to —JACK I 3',4 21. I N NOTENO 3"x5" TRL55 PLATE - ON BOTH 51DE5 TYP) SEE HEADER DETAIL 2x4 5.Y.P. #2 TOP PLATE 18 GUAGE BRACE 1-1/4" WIDTH- 2x4 P.T. 5.Y.P� #2 50LE PLATE 3 A-3 11'-0" TO 11'-8" zi NOTE, 3'-0" DOOR SHOWN, IF OTHER DOOR 15 U5ED, THEN THE WALL STUDS SHALL NOT EXCEED 24" 0,6. ON EITHER SIDE OF THE DOOR. THEREFORE FEWER 5TUD5 MAY BE REGUIRED IN THE MALL THAN ARE 5HOWN ON THE PLAN. II' TO II'-W 5HED ENDWALLWITH DOOR A 3"x5" TRU55 PLATE ON BOTH SIDES SEE HEADER DETAIL 2x4 5.Y.P. #2 --� TOP PLATE 18 GUAGE BRAGI 1-1/4" WIDTH- 2x4 P.T. 5(.P- #2 5OLE PLATE I "x8" 20 GUAGE STRAPS FASTENED WITH (2) - 0.131"4) x 2-1/4" G 11-5 I • • i 3 YYIKUV" =PiLC YMKILO T KUM Z I.. TO 56" VERTICAL DIMEN5IONS I I' TO W-W SHED E�NDWA�rLL WITH WINDOW 3 SSGGALE: ! 1/4' -- I'-O" I"XS" 20 GUAGE 5TRAP5 FASTENED WITH (2) - 0.13I" I) x 2-1/4" GUNNAILS EACH END OF STRAP M?2� I u.f I to } I� l fnin SEE SEE Sf=f! Lim SI<fn se 131-0" TO I NOTE: 3'-O" DOOR 5HOWN, IF OTHER DOOR 15 USED, THEN THE WALL STUDS SHALL NOT EXCEED 24" O.G. ON EITHER 51DE OF THE DOOR. THEREFORE FEWER 5TUD5 MAY BE REGIUIRED IN THE WALL THAN ARE SHOWN ON THE PLAN. IV TO 04" SHED ENDDWALL WITH DOOR 3"x5' TRU55 PLATE - ON BOTH 51DE-5 TYP) SEE HEADER DETAIL 2x4 5.Y.P. #2 TOP PLATE IS GUAGE BRAGE � I-I/4" WIDTHS J B 2x4 P.T. 5.Y.P.:� #2 SOLE PLATE 3 A-3 NOTE: 5TUD SPAGIN& NOT TO EXOEW 24' O.G. 1"x8" 20 0.131"(p x EACH EN M Awon h Met )i RF # GUNNAIL5 •� rr rr rr rr >y rr r THE5E FLAN5 WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A 13'-0" TO 131-5" WINDOW 51ZE VARIES FROM 2T TO 36" VERTICAL DIMEN51ON5 13' TO 13'-b" SHED ENDWALL WITH WINDOW �" - I,, os THREE SECOND 6U5T OF 150 M.F.H. Lq Lu Q di gm>>> A� ' 1! N DATE: 11/16 05 DRN BY: MSR GHK BY: F50 50ALE: NO 5GALE N.O. NO: 2-13-Ob8 SHEET _Q , Ul O u 1270 AQ�M�Y� Thm Wi 11t ! o BMW° 2'-0' 2'-0' 2'-0' 2'-0' 21-O" 2'-0" 2' 0- 2' O" CAl1M p 2x RAFTER 2x RAFTER 2x RAFTER Cola ,ype 5 3 %�-- A-8A-8 A-8 I'-11 I/4' I'-11 1/4° I' -II I/4"� (2) - 2x4's l2) - 2x4's 5YP 02 WITH 5YP #2 WITH I'-O 3/4' YWOOD 1/2" PL w00D s 0 FILLER FILLER a 2x4 5YP#2 Saft LAID FLAT ¢ (J 4 4 A-8 A-8 3'-101/2' �[ \„ 0-0" DOOR WADER 4'-O" DOOR HEADER V-O" AINDOA HEADER AND SILL — -" D t�1 D t�41 D t,41 z SGALB 1/4' = 1'-0" 5GALE: 1/4' -- I'-0" SCALE: 1/4' c P-O" ,^^ +• i� 2'-0' 2'-0" 2'-0' 21-0" 2'-O" 2'-0' 22-0' 2'-0" 21-0" 2'-O• 2! aN 2x RA7 TER 44 2x RAFTER 2x RAFTER--2x RAFTER Q 5 3 5 3 @--- 2I2'-0' 21-0' 2'-0" 1'-4 3/4° A"8 2' O' I'-q 3/4' A-8 A-S A-8 !L I W, 6 2 1/4' ' I' -II 1/4" (2) - 2x61s I'-2 I/4' (2) - 2x4's 2x4 5YP#2 (2) - 2x105 5YP #2 5YP L WITH 5YP #2 MITI I'-O 3/4' WITH VT PLYWOOD I/2' PLYWOOD 1/2" PLYWOOD LAID FIAT FILLER FILLER (2) - 2x4 5YP#2 Q � 0 E 0 0 JAGKSTUD5 FILTER-101/2" w O (2) - 2x4 5YP#2 0 JAGK5TUD5 4 4 4 4 8-0 A-8 A-8 A-8 3' 0• } �� }}�� V-O" 1I- Li 8'-0' DOOR HEADER 5'-0" DOOR HEADER 3'-O" DOOM HEADER 2'-0" AINDOA HEADER AND SILL D t,41 t D t.41L 1 3 DEtAIL I o D TAI SCALZ - �" R><v �Y DATE SHEET Aml THESE FLAN5 WERE DE516NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE 5EGOND 6U5T OF 150 M.P.H. DATE: E I b 05 DRN 8Y: MSi� GHK BY: F5G 5GA1�: NO SCALE 20 6A. x I" 5TRAP WRAPPED OVER HEADER WITH 0.131" �P x 2YY 4'-0" DOOR HEADER U5F (6) GUNNAIL5 5-01" DOOR HEADER U5E (10) 6UNNAIL5 6-0" DOOR HEADER U5E (15) 6UNNAIL5 V-O" DOOR HEADER U5E (11) 6UNNAILS ON EACH EN OF 5TRAP 20 6A. 5TRAP TO WRAP UNDER DOOR HEADER TO OTHER 51DE OF GRIPPLE STUD 5EE DETAIL #3 5HEET A-3 FOR NUMBER OF NAILS EACH END OF 5TRAP (2) - 2x 5YP#2 HITH 1/2" PLYWOOD FILLER 5EE DETAIL CRIPPLE 5TUD STRAP �5rl i�T � M' - 2x 5YP#2 WITH -YWOUD ;Z 5EE DETAIL HEADER WITH STRAP DSTA I L JACK STUD 2x4 5YP#2 BUTT. PLATE PLYWOOD DECKIN6 2x4 CRIPPLE 5TUD RIM J015T BEND 5TRAP AND NAIL INTO — FLOOR J015T IF NECE55ARY TO IN5TALL ALL FA5TENER5 IF A STRAP 15 FA5TENED TO EACH STUD THE REQUIRED NUMBER OF NAILS MAY BE DIVIDED BEfwEEN THE TWO 5TRAP5 3'-O" DOOR HEADER ((9) 0.131 "o x �2' OR (5) 0.162"(P x 5Y2" 6UNNAIL5 EACH END OF HEADER 0 0 0 0 (2) - 2x4 5YP#2 WITH ° 1/2" PLYWOOD FILLER 5EE DETAIL HEADERJAIjTH OUT STRAP i�- SCALI": 20 6A. x I" STRAP WITH 0.131"4P x 2)2' 3'-O" DOOR U5E (5) GUNNAIL5 4'-O" DOOR U5E (6) GUNNAIL5 6-0" DOOR U5E (10) 6UNNAIL5 6-0" DOOR U5E (13) 6UNNAIL5 S'-O" DOOR U5E (I-1) 6UNNAIL5 ON EACH END OF 5TRAP 2x FLOOR J015T BEYOND JACK 57UD STRAP DOTl� I SCALE.. I" = I'-O" A"NGY {ThnO COMO, tea/ ���b.Five j /.5^0 N" wi Y 6/LwL I (3) 0.131'V x 2y2' OR (2) 0.162",P x 21 " GUNNAIL5 EACH END OF HEADER WINDOW jHEADER AND SILL jlu v < d)p<W fl lu W DATE: 11/16/05 DRN BY: MBR GHK BY: F56 5GALEi NO SCALE W.O. NOi 213-065 5HEET Ana THESE PLANS WERE DE5I65NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 150 M.P.H.