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84 Lewis St AREA FOR APPROVAL STAMPS . �D FOR CODE COMPLIANCE c L4R< 5U I LDERS LACE I �• CITY ATLANTIC BE AC � ,.. , SEE PERMITS FOR ADD TT N h4OaDIXON STREET REQUIREVENTMD coNDrox . FILE C V 4 , MmwBY. DAM / 6 I � N Dai / Plan No. I(2 -o?/ a Apj i oved By Ricbard L Bullock M ular Building Plans Examiner Florida Certificate SW 003 I SIN&LE NIDE - 130 MFH D SI N CRIt RIA (HIP-GABLE ROOF) '^I . ' I E G E Y `4OOD �ONSTRVCTION 1. WIND VELOCITY 130 M.P.H. 2. WIND IMPORTANCE FACTOR 0.77 ON I 3. BUILDING CATEGORY I Wadftacq#"%rDa* 4. WIND EXPOSURE G ThmPPmft.awkplywftthW <i (R%ride Marrsrtactured 9Id. I 5. INT, PRESSURE COEFFICIENT 10.18 Aa am s1*0#4 tyorfesarw SITS 1NStA D ITSMS D6. ENCLOSURE CLASSIFICATION ENCLOSED Adm tc Eotcri �- NOTE THAT TH15 L15T DOES NOT NEGE55ARILY 7. BASED ON HEIGHT 8 FEET Cww&.Wrior•rype •".11S F AND MATERIALS THAT 8. OVERHANG NO oeeeua LIMIT THE ITEMS O WORK avrcy _ ET NUMBER SH��T TITLE SHS of..MAY BE REQUIRED FOR A COMPLETE 01. COMPONENTS AND CLADDING AAlorvat�'rN.tors _ Ilrnrd 1 '3 - - ROOF LOAD ZONE #i) 30.6 P5F > INSTALLATION. ALL SITE RELATED ITEMS ARE G I COVER SHEET ( . Ab Retlrr o!ixr.tis 0 NE #2 - 8 PSF -�� ROOF LOAD (ZONE 37. SUBJECT TO LOCAL JURISDICTION APPROVAL. G-2 NOTES ( ) - ROOF LOAD (ZONE #3) -25.8 P5F w. 1112--c-11 Apbw. I. THE COMPLETE FOUNDATION SUPPORT AND A-I FLOOR PLANS = WALL LOAD (ZONE #4) _44.5 PSF 6 5 65.01 PSF T _ hALL LOAD (ZONE ) � Gcvi .IE DOWN SYSTEM. 2. RAM PS STAIRS AND GENERAL AGGE55 TO THE A-2 FLOOR PLANS Approval of Ws Docam m does not 10. FLOOR DESIGN LIVE LOAD 75/125 PSF. a am 0aviation � BUILDING. _ Arttlroriae Apgr�ove AN A 3 FLOOR FRAMING PL A 10 PSF , FLOOR DESIGN DEAD LO D horn the requirmnem oy appirCsie I . E EGTRICAL 5ERVIGE HOOKUP INGLUDING 3 L FEEDER-5) 5 PF ) TO THE BUILDING. A-4 5EGTION AND CHARTS 11. ROOF DESIGN LIVE LOAD 2PSF &Wetarws i ROOF DESIGN DEAD LOAD 5 S - I • ,��.a�.��i11�h� A 5 ELEVATIONS RrD 12. WALL DESIGN DEAD LOAD . 5 PS F I PRD4V r _ — r G VB ... A ELEVATION AND DETA{L.. 6 L 13. CONSTRUCTION TYPE — < _ I =O .•'•�`'�EA�c�••'< +'�� P,-7 OPTIONAL FRAMING- AND SECTIONS 14, BUILDING OCCUPANCY = UTILITY SHED ...� � .� =� 0 15. FIRE RATING EXT. WALLS O 'b RQ _ A 9 1.= VIENT G C t B � A 8 DETAILS I .. 1 r1L • .N 16. ALLOWABLE NUMBER OF FLOORS •9 _ � l SS � • S 0 , Q •.•��S N9e•.•• rri i •Q 3FE "':• ¢ A-9 DETAIL5 _ 17. THE CONTRACTOR/MANUFACTURER MUST - i � O :o ' �. �. ='k '� i �;• coCOMPLY WITH THE FOLLOWING CODES AND rte • P+ r � . F C� . .. -I DETAIL5 NG. �5 _ A OALL THERE AMENDMENTS: _ 5 I 0 , 1 's 1 — 1 -� . •M r. _ r - • . O- ..., r r•• � A II ROOF SECTIONS FLORIDA BUILDING CODE'. 2007 N 2-. �• F •�: A-12 DETAIL5 AND SEGTIGNS - FLORIDA MECHANICAL CODE - 2007 r .�'.. NGtN.••'• cEr�F - FLORIDA PLUMBING CODE - 2007 +rt�FD-S•••GPq= A-13 HEADER DETAIL5 AND CHART r � I - ITY CODE - 2007 ¢• 1 FLORIDA AGGE55181L 2 t N FAMINE A-14 OPTIONAL PORCH PLAN AND _ NO- Sg\d k - FLORIDA EXISTING BUILDING CODE 2007 E A-15 OPT. PORCH FRAMING PLANS - FLORIDA FUEL AND GA5 CODE - 2007 N PREVENTION GOD - 200'7 F 1 - FLORIDA FIRE PREVEN 0 E NG 4 Q, A-I6 OPT. PORCH SECTION AND DETAIL RFD S GP` - NATIONAL ELECTRIC CODE - 2008 LIFE- GOD 1 1 f SAFTEY NFPA O _ E - 2006 REV BY DATE DESCRIPTION THESE PLANS WERE DE5I6NED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200Q SUFPLEN,ENT5 FOR A THREE SECOND GUST OF 150 MPH. DATE: 2/25/Oci I 7x115 DRAWINCy IS NOT VALID SHEET FRED S. CARDWELL P.O. LARK BUILDERS U dL -55 51GNED IN PURPLE INK. i SINGLE WIDE 130 MPH WOOD C,ON5TRGTION P _E DRAWN BY: JDA AL ABAMA# 14469 FLORIDA# 15601 1000 5OUTH BELCHER ROAD 409 DIXON 5TREET SII GEOR IA 14241 INDIANA# 20338 BLDG_A /UNIT #II VI IA GEORGIA 30474 GHEGKED BY: F5G LOUISIANA# 20548 LARGO, FLORIDA 33771 (800) 841-1844 M1551551PPI# 8925 VOICE: 727-524-1905 SCALE: 5 NOTED Lr A.— N. CAROLINA# 11108 FAX: 727-524-12TEXAS# 54100 99 COVER SHEET Z -Zd�--Qq [H.O. NO. 112-0aw(s 11 I OF 18 I I,II AREA FOR APPROVAL L STAMPS GENERAL NOTIS SLECTRICAL NOTES N i. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2007 EDITION WITH THE 20 q O i. WHEN AIR CONDITIONING 15 INSTALLED IN TH IS BUILDING IT SHALL. o SUPPLEMENTS OF THE FLORIDA BUILDING CODE (F.B.G). WIND LOADING.DESIGNED IN ACCORDANCE BE THE RESPONSIBILITY OF THE HVAG CONTRACTOR AND , 0 ,,, WITH ASCE-7-05. ELECTRICAL GONTRACTOR TO VERIFY WIRE AND BREAKER SIZES 2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE N WITH THE ABOVE GORE AND ALL OTHER FORACTUAL HVAG UNITS INSTALLED ALL HIRING 6 TO BE IN a APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE. ACCORDANCE WITH THE NATIONAL ELECTRIC CODE LATEST �r t 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. IV� EDITION. ss I 4. OUT5IDE OVERALL DIMENSIONS GAN VARY BETWEEN LIMITS SHOWN �� BUT MEMBER SPACING SHALL NOT nn 2. FLEXIBLE CONDUIT FOR LIGHT FIXTURES. PROVE EXCEED LIMITS AS INDICATED. 3, EACH CIRCUIT 15 TO HAVE CONTINUOUS 50 LID D COPPER INSULATED ��NT 5. LUMBER USED FOR CONSTRUCTION OF THI5 BUILDING SHALL BE AS FOLLOW5. GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE p V�.r+t iU FLOOR JOISTS 2x4 5.Y.P#2 OR 5.Y.P. #3 12% TO 15% M015TURE CONTENT MAIN DISTRIBUTION PANEL. # 2x6 S.Y.P. 2 OR S.Y.P. #3 12% TO 1555 MOISTURE CONTENT 4. EQUIPMENT GROUND BAR IN MAIN DISTRI T WALL STUD # BU ION PANEL 15 TO BE 5 2x4 S.Y.P. 2 1255 TO 15% MOISTURE CONTENT - GROUNDED '- TO MINIMUM 10 O COPPER GLAD EARTH DRIVEN ROD • ROOF RAFTERS 2x4 5.Y.P#2 12% TO 15% M015TURE CONTENT WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. COLLAR BEAMS 2x4 5.Y P# „ . . 2 1255 TO 15� MOISTURE CONTENT 5. ALL CONDUIT TERMINATION'S OF I ORARGER ARE TO HAVE WINDOW 51LL5 2x4 5.P.F#2 L 255 TO 15% MOISTURE CONTENT PLASTIC INSULATED BUSHINGS. 6. ALL THE FOLLOWING LUMBER SHALL BE PRES 3 x SURE TREATED SKIDS, FLOOR JOIST AND /4 T 4 G PLY 6. ALL ELECTRICAL WORK IS TO BE IN ACCORDANCE WITH THE WOOD FLOOR i DECKING. NATIONAL ELECTRICAL CODE (NEG), LIFE SAFETY CODE MFPA 101), ), i -7. TRU55 DE51GNED TO SUPPORT D.L. + L.L. = 30 PSF. 8. SEISMIC PERFORMANCE EXPOSURE GROUP I. CATEGORY - A. LATEST EDITIONS. 7. HVAG EQUIPMENT SHALL BE PROVIDED WITH READILY ACCESSIBLE q HANDICAP AGGE 5 5 TO WILDING IS FIELD INSTALLED BY OTHERSAND D SUBJECT TO LOCAL - DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED. A UNIT JURISDICTION I APPROVAL. - - SWITCH W "OFF"A MARKED OFF„ POSITION THAT IS PART OF THE 10. ALL ALUMINUM TO BALLOY 3005-3105 A Y WITH 52,000 O PSI MINIMUM YIELD I HVAG EQUIPMENT SHALL BE PERMITTED AS THE DISGONNEGTING p STRENGTH. 3 � II. ROOF SLOPE SHALL BE 3 TO 12 WHEN SHINGLES ARE APPLIED..ROOF SLOPE FOR METAL ROOFS ),L to I-1 I pian No, MEANS ONLY WHERE OTH R � ... E DI SGONNEGTING M N5 ARE A , EA L50 SHALL MEET MANUFACTURER'5 RECOMMENDATIONS.O s. PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. kpproved 12. ROOF RAFTER5 SHALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE LOCATED 8. PRIOR TO ENERGIZING THE ELECTRICAL , DIRECTLY OVER THE WALL STUDS. SYSTEM THE INTERRUPTING Richard L Bullock RATING OF THE MAIN BREAKER MUST I s BE DESIGNED AND VERIFIED Modular Build Plans Examiner Florida Cera�cate'siS r�. 3. FOR ROOFS � WITH A SLOPE BETWEEN 2.0 TO 12 AND 4.0 TO 12 SHALL HAVE C VE A DOUBLE A IN - UNDERLAYMENT APPLICATION I AS BEING COMPLIANCE WITH SEG. 110 q OF THE NEC,NEBY A L CATION IN ACCORDANCE WITH SECTION 1507.2.8 OF F.B.G. 2007 LOCAL ELECTRICAL CONSULTANT. 14. GALVANIZED 5TAINLE-55 STEEL, ALUMINUM OR COPPER ROOFING NAILS A MINIMUM OF 12 GAUD O E .015 q. THE MAIN - ( ELECTRICAL PANEL, FEEDERS, P 3 x E , . OWER HOOKUP TO INCHES 5HANK5 WITH A / J MINIMUM e DIAMETER HEAD SHALL BE USED. FASTENERS SHALL BE LONG BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, 3 n ENOUGH TO PENETRATE INTO THE SHEATHING /a ORTHROUGH THE THIGKNE 55 OF PANE THE SHEATHING. LS GROUNDING ETC) 15 DESIGNED BY OTHERS SITE 15. ROOF ALTERNATE : ODIC[ ALUMINUM OVER PLYWOOD SHEATHING MAY BE USED AS A METAL ROOF. INSTALLED, SUBJECT TO LOCAL JURISDICTION APPROVAL. 16. OPTIONAL EXTERIOR ROOF COVERINGS INCLUDE ALUMINUM OR SHINGLES OVER 5/8x PLYWOOD WITH 2 10. ALL WIRES TO SWITCHES AND OUTLETS TO BE #12 THHN SOLID LAYERS OF 15 LB. FELT. GREEN. I 17. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM MASA ALUMINUM 4 LAP II. ALL ELECTRICAL OUTLETS SHALL BE GFGI IN ACCORDANCE WITH ALUMINUM, 5/8x P.T. TI-II SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, AND "PLEKO" STUCCO ARTICLE 1210.8(A)(2) NEG-08. - - ON 5/8" DENSE GLASS 60L-D. I8. TIE-DOWNS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES. ``��.��y�h.t _ CARP '►t' A. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE E6RE55 51DE WITHOUT THE USE OF A KEY. •• GARpI,_ t� .=tN .(� u n Cj• ,......,'Y 1� Q. SS/ ll 20. DOOR SHALL BE 2 1/4 x 11116" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ;�0,.•��57 RF'-�f��i, p:of otiy. i ALUMINUM TRIM AND ALUMINUM PIAN HINGE o 2: < . O GE ATTACHED WITH ALUMINUM • w . s7 RIVETS. i VE 5. ODOR ATTACHED TO Q'. is • +Q i :Q VERTICAL 2x4 SF-AL , , 9 5 -fir t�. 10 8 . 21. OPTIONAL DOORS IN . � 1 w � „ INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, 60 x 72 ALUMINUM DOOR, r s:E.a��' ; i;� ': N�• 1 30 AND 48 SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE 142 1 SIZE QUANTITY . � AND LOCATION a ,�• , MAY VARY. + �.. Q ri ��I/ ��' ' - f�r1=S�lON,AL j ri ��Q r�'9• GIN •3> a, F 22, BUILDING 15 GLA551FIED AS UTILITY SHED. -75/125 P.5.F. FLOOR LIVE LOAD. (NOT FOR HABITATION) i+�s�r,.` '•_••°''g�`�`'� �� fl S. C AP,.-�~ :�} �ts A t d 23. ALUMINUM WINDOWS TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. '4; +��...•�` � G;� � t�3� .� fl 24. ALL FASTENERS INTO PRESSURE TREATED LUMBER SHALL BE H07 DIPPED GALVANIZED FASTENERS. S. C A vP BY DATE DESCRIPTION . THESE PLANS WERE DESIGNED IN ,4G GORDa NGE wITH THE 2001 F ORI L DA BUi IN LD G GODS Al TH THE 2009 SUPPLEMENTS FOR A THREE 5EGOND. GUST OF 130 MPH. FRED S. �i A LARK BUILDERS THIS DRAWING I5 NOT VALID DATE: 2/25/Oq �RDWELP. SHEET. . � SINGLE WIDE - 3 I O MPH WOOD GONSTRUGTIO N UNLESS SIGNED IN PURPLE INK. A # # DRAWN BY: JDA LABAMA 1446q F LORIDA 15601 I 000 SOUTH BELGHER ROAD 409 DIXON STREET GEORGIA# 14241 I # NDIANA 20338 BLDG-A /UNIT #11 I A V D LIA,GEORGIA 30414 CHECKED BY: FSG � LOU151ANA# 20548 LARGO, FLORIDA 33771 800 841-78 M1551551PP1 Sg25 VOIG E 727-524-Ig05 I 44 __j N. CAROLINA 11105 FAX: 727-524-12gq SCALE: 5 NOTED TEXAS# 54100 -2 - NOTES _ 2 z � W.O. NO: 112 071 OF 18 AREA FOR APPROVAL STAMPS r a - CAROah •♦•CA I N r¢tlr . G1S ER�o_�{+i+,/ 20 Q�FESBj0y ,kSTEq N 25 / Q Q a I i / O •fir, SEAL a N S L / = FES ,* =*, ,PRO 41 N 42 � O. 11108 Na.� * PROFESSIONAL r � PROFS •� N � - ++ s�,• GiN =�` - ++ F' GINE •� = Q. �, » + -•-• T v u T• .. J�pQ C +111 F OF MIS`)' +��' S C A�O�� t-li-1 �O�LD S. D CAS° DCUM 5' MAX. �c OR 24 I — J WINDOW HEIGHT2x4 5YP # 2 , � CtR I C14�. VERT. WALL STUD LOCATION AND " - 60" SOLS — QUANTITY MAY 32 MINIMUM, VARY AND ARE MAXIMUM 6' O" HEIGHT, t1 Z 2-'1 OPTIONAL DOOR LOCATION MAY --31 � Plan LU VARY proved By qp DUPLEX RECEPTACLE 120V 10 0 I � Richard L Bullock SEE VAD — RI US END� I INCANDESCENT LIGHT \�� WALL SECTIONS odular Building Plans Em miner Florida Certificate� 0 WITH I-60W BULB �0 SEE VARIOUS END Lo WALL 5EGTION5 FOR \ P.T. 3/4" T�6 WITH DOORS, 8-O JQ JUNCTION BOX DOOR MAXIMUM. VERTICAL WALL PLYWOOD FLOOR STUD LOCATION I �_ DECKING . � SWITCH 1 ._ WP WEATHERPROOF 2x4 P.T. S.Y.P. 5WITGH WITH RECEPTACLE #2 SOLE PLATE $R OUTLET 12O\/ I � J \ NOTE: 32 MINIMUM, 60 MAXIMUM ALL.ELEG_TRIGAL.EQUIPMENT SHOWN.IS _ ---•--- _ . . .... . _ 6'-O" HEIGHT, DOOR OPTIONAL AND LOCATIONS MAY VARY. LOCATION MAY VARY 6-0" TO 50'-0" MAX. j OPTIONAL ELECTRIC TO EACH UNIT FIELD CONNECTED FROM EXI5TINC6 POWER SOURCE TO UNIT 10' TO 13'-8" UNITS FLOOR PLAN A-2 SCALE: N.T.S. i REV BY DATE DESCRIPTION T4E5E PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q .SUPPLEMENTS FOR A THREE 5ECOND BUST OF 130 MPH. ANI N NOT VAL I D DATE: 2/25/Oq LARK BUILDERS THIS DR G t5 SHEET FRED rp. C4RD^ELL, P.M. 51N67LE WIDE - 130 MPH YVOOD GON5TRUGTION UNLE55 SIGNED IN PURPLE INK. DRAY4N BY: JDA ALABAMA# 1446q FLORIDA# 15601 1000 SOUTH BELGHER ROAD 4Oq DIXON 5TREET CHECKED BY: FSG GEORGIA# 14241 INDIANA# 20338 BLDG-A /UNIT #II VIDALIA,GEORGIA 30414 LOUISIANA# 20548 LAR60, FLORIDA 33111 (boo) b41--1844 rp—qo ALE: 5 NOTED MI551551PPI# 8825 VOICE: 12?-524-IG05 '7L - # N AROLINA 11 08 FAX: l 1-5 4-12gq N. 2 2 4 OF 18 rEXAs# 54100 FLOOR PLANS Z-2$-ct q . No: n2-oll i LLGwI� S AREA FOR APPROVAL STAMPS SKID LAYOUT I .- �15PSFLIVE L D AD 5YP 2N P5F LVE LOAD 5YP #2 125P5F LIVE LOAD o WIDTH J015T5 A 1 B WIDTH JOIST5 A 1 B WIDTH JOISTS A B G n u u n u n " " 1 n — II - � �_ �� " +� - 2x4 AT 16 O.G. '� 14S 43 13 8 2xb AT Ib O.G. 10 30 84 N 6 O 2x4 AT 16 D.G. 14.5 43 b O ' a b'-O" 2x4 AT 16" O.G. b" 54" b'-D" 2xb AT I b" O.G. b" b4" 10'-0" 2x6 AT Ib O.G. 18 84 10'-0" 2x6 AT 16" O.G. 1511 84 11 " 125PSF LIVE OAD 5YP #2 "APPROVED' V�D 11'-0" 2xb AT Ib" O.G. 24" 84" 11'-D" 2xb AT Ib" O.G. 24" b4 " " It'-b" 2xb AT Ib" O.G. 26" b4" WIDTH J015T5 A B C DQCUI� T EN ll'-b" 2xb AT Ib O.G. 28 84 " n " " n n n ,— n n n n " 13-0 2x8 AT I6 O.G. 36 84 13'-0" .2x8 AT Ib O.G. 36 84 13 8 2x8 AT I6 O.G. 10 30 84 , „ n n „ I " - 2xb AT Ib O.G. 40 84 13'-b" 2xb AT 16 O.G. 40 84 13 8 6'-0" UNIT MAY USE 2x4 5YP #3 ** THESE UNITS MAY USE 2x6 5YP #3 Ll H Ll A B A A B G B A WIDTH WIDTH 31 oy liZ-dot ate f Plan No. Frc. Ib proved - . B Y Richard L Bullock 2 Vii A i Plans Examiner Florida Certificate.. I� 5EE CHART od alar Building 3N.T.S. SCALE: N.T P.T. 5.Y.P. 4x6 _ 2/A 3 #2 SKID I c \ � 3 S9�'•4 :Q • �8 O t 2x4 OR 2x6 SIDEot/NG RAIL Q1m 2x4 OR 2xb H 0 to PX �; N0.8925 * JOISTS AT tb".G p a O . SEE PROFESSIONAL. I— 1 ¢ A A-3 �1 r _ = CHART 2/ w. I LU G _.. ru T • o�� RF• •��Q'= aF a,wls5 D� 1 oil f 1 • E ` S Tq b/ v` FO 5EE CHART 4xb P.T. S.Y.P. 2 Q A-q 2/A-3 #2 SKID OFER•� 6 O" T O 50'-0" MAX.P Q � AN NGiN TYPICAL SINGLE W DE 9 S O I F o PPLAN �I OO. G I i. R FRAMING A-3 50ALE: N.T.5. REV BY DATE DESCRIPTION SECOND GUST F OF 130 MPH. WITH THESE PLANS WERE DESIGNED IN ACCORDANCE THE 2001 FLORIDA BUILDING GODS W ITH THE 200q SI.P'�'LEMEN T5 OR A THREE LARK BUILDERS TH15 DRAWING 15 NOT VALID DATE: 2/25/Oq SHEET - 13 MPH WOOD CON5TRXTION UNLE55 516NED IN PURPLE INK. N BY: JDA ID O RAW i SINGLE W E D ALABAMA# 144bq FLORIDA# 15601 1000 SOUTH BELGHER ROAD 40q DIXON STREET CHECKED BY: FSG � # - #11 VIDALIA GEORGIA 30414 # 1 INDIANA 20338 BLDG A / UNIT , GEORGIA 1424 # -71 4 FLORIDAF ORIDA 3 - 205 8 R60 L LOUISIANA LA 800 641 1644 A5 NOTED # 7-524-Ig05 (boo) SCALE MI551551PP 8825 VOICE 12 5 OF 18 # — - - 4-12gq INA IIIDS FAX. ill 52 12 071 N. CAROL N I I # FLOOR FRAMING PLAN z . O W.O. O TEXAS 54100 f I AREA FOR APPROVAL STAMPS \ s e �I J t1 (0 -<LQ Qti �a c rf -��, CAR��► a d - — •S / r .$99..5 ,. O O 'E s I - 2 ' y / G R LONA a :PRO>=ESS = �Q SEAL N ROOF RAFTER CHART -� a J► sT••HGlNE�- QQ ' * NO. 1110$ .*� N0. 14241 / q 5 r R 1 T• — P OFESSICNRL i I d 24I 1 0.0. 16110.0. 0.0. miss,S� ►// .(� Q` •� S — �r + / 9 . H E ' ►ttt.\\\ Fes•._G -,C\ F ' H E� � 1VD1 � •' GINS ❑ » W DTH SPEED RAFTER SIZE W DTh° SPII��D RAFTER SIZE ►►'��S' C AP`� - �O v� APPROVED t� S �... R HAT CHANNEL FASTENED C A I I 1 11 13 i i, I-8 130 2 x 6 13-8 130 2 x 4 AT EVERY RAFTER WITHD V V U M M i. I i 11 11 1 " 1 11 (2) - 0.131 x 2-I/4 LONG _ 2 5 8 � MACHINED - f 130 _ O / All 8 2x4 it 8 130 2x4 GUN NAILS EACH CHANNEL BOLT5 EACH GRO55 101-0" 130 2 x 4 101-0" 130 2 x 4 # 2 1/2" x 1/211 2x S.Y.P. 2 RAFTER MEMBER EACH SIDE 8 SEE CHART 3/A-4 cH a GORRUGATED ROOF -ON8-ON 13D 2 x 4 130 2 x 4 r -------- NNFL PANELS FASTENED I ; 1 111 2 h $ N _ 4 WITH.I/4 14 x 3/4" 6-O 130 2 x 4 C,--O- 130 2 x 4 A-10 I I MIN HWH TRAXX/I AT 12" I — ------ — O.G. I 3 CHART I I I # 2x4 S.Y.P. 2x4 5.YP 2 2x4.5.Y.P. #2 # 5TU AT 11 _ DS 6 2 �"? 2 TOP I'l 3 a q Q I COLLAR TIE PLATE OR 24" O.G. Plan No. i I 1112"x 26 GA. (MIN) STRAP proved By `'�" - 1x4 5YP #2 AT Richard L Bullock tate2AT EACH STUD SEE CHART Qv I I2/A_4 FOR NUMBER OF 4 O„ O.G. DADOED dular Building Plans Examine r FloridaFIo rida CertS 0 A. UPLIFT STRAP NP4I IN + INTO FLOOR JOISTNAILS P.T. 3/4n I.0 i i PLYWOOD 2 1 11 x 1 11 SCH DU R /2 /2 LS FOR WALL STUDS I I N SHEATHING _ i 2x FLOOR JOISTS CORRUGATED I n n n I AT I6 O.G. 5EE 24 O.G. i6 O.G. I PANELS (FASTENED NUMBER OF NAILS NUMBER OF NAILS I I CHART 2/A-3 W/ #8 x 1 1/2” WOOD BLDG. WIND BLDG. WIND l 5GREW AT 6" D.G. EACH END OF STRAP EACH END OF STRAP — I WIDTH SPEED WIDTH SPEED (OR EQUAL) 0.131 x 2 y - 0.131n x 2-'4" 1 13'-811 130 7 13'-8" 130 5 1 2x4 S.Y.P. #2 CONTINUOUS A-q _ .- - -- - - - - - - 6'-O" To 131-811 BOTTOM'PLATE .. . I C'-8" 130... . .--- _..- 6.- _ -- I1'-8"- 130.._. .. 4 , 101-OH 130 6 101-01, 130 4 A_q P.T. 4x6 I38-D 130 5 51-0" 130 S.Y.P. 2 1 11 SKIDS 61-ON 130 4 6-O 130 3 I I it 4RT: N.T.S. A SCALE. i/4 I O I I, L13LYDATE DESCRIPTION I j THESE PLANS WERE DESIGNED IN ACCORDANCEITH W THE 2007 FLORIDA BUILDING GORE WITH THE ZOOQ SUPPLEMENTS FOR A THREE SECOND GUST OF 130 MPH. TH15 DRA^IING 15 NOT VALID DATE: 2 25 og R / / LARK BUILDERS SHEET FRED S. C RDU ELL P.S. � / SINGLE WIDE - 130 MPH WOOD CONSTRUCTION UNLESS SIGNED I N PURPLE K. DRAWN BY: JDA ALABAMA# 14468 FLORIDA# 15601 1000 SOUTH BELCHER ROAD 408 DIXON STREET # # GEORGIA .14241 INDIANA 20338 - BLDG A/ UNIT #11 VID IA GE � AL ORGIA 304 4 CHECKED BY: FSG � I LOU151ANA# 20548 LARGO FLORIDA 3377104 800) 41-1 844 4 M1551551PP1# 8825 VDIGE: 127-524-1805 8 SCALE: A5 NOTED N. GAROLINA# 11108 FAX: 727-524-12gcl TEXAS# 54100 SECTION AND CHARTS Z-2b' 6g LL.O. No: 1 112-071 j t 6 OF 18 .att AREA FOR APPROVAL ST AMPS CAR, >,t� O +, SII � 1r �I �Q5T�9�,•�� +f/ I m i O.8925 o cv o �- i :•PROFESSIONAL: , 0 Q 63" MAX. FRAME) �, < i N = s � . N � . — !N � 1 � ' MIS' s\ �s � rw FOR HEADER o W SEE CHART tttt�wti• 5/A-13 I Q (TYPICAL) r ------------------ N D i ----- PPPD ED » '01000 o ENT SEAL � I :�F = 1108 6-O - NO. 1 (01-011 - TO 131-all " , j TO 131-b" f _ I . N i N - END ! cc WALL ENONALL WITH NO OPENINGS !� WITH WINDOW •��i S. CAR,- a � t 4 N VATION A-5 SCALE: i/4". = I'-O" A-5 SCALE: 1/4" = 1'-O" /1a-a--t/ tc / ' Plan No. G ESTE R I proved B s Q Y — Richard L,Bullock N0. 14241 odular Building Plans Examiner Florida Certificate 3MP g PROFESSIONAL N F I Cti w 0 FOR HEADER 3- C Ago - - 5EE CHART xx 5/A-13 (TYPICAL 22.5 � ) GA 2-I TRAP MAX 20 /2 5 OR . p 20 GA. HAT CHANNEL ' PLACED ON INSIDE OF -r- Ile I "1b" MAX z BUILDING. i (9'-0" TO 13 8 6I-OliTO 151-511 ENDWALL ENDWALL WITH WINDOW WITH WINDOW s 1. Vi�T I ON I SLIVAT I ON A-5 _ �, _ SGA E: 14 - A-5 - L / I O SCALE: 1 4 - 1 0 I / REV BY DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING GODS WITH THE 2009 SUPPLEMENTS FOR A TWREE SECOND GUST OF 130 MPH. _j- FRED LARK BUILDERS THIS DRAWING 15 NOT VALID DATE: 2/25/0"1 SHEET S. �� P.S. SINGLE WIDE- 130 MPH WOOD GON5TFXTION UNLE55 SIGNED IN PURPLE INK. . I ALABAMA# 14469 FLORIDA# 15607 1000 SOUTH BELCHER ROAD 40q DIXON STREET DRAWN BY: JDA- GEORGIA# 14241 INDIANA# 20338 # I BLDG—A /UNIT II VIDALIA,GEORGIA 30474 CHECKED BY: FSG s LOUISIANA 20548 LARGO, FLORIDA 33771 (800) 541-1844 M1551551PPI# 8"125 VOICE: 121-524-1905 SGL A E: A5 NOTED � N. GAROLINA# 11105 FAX: 121-524-129"1 �f TEXAS 54100 ELEVATIONS Z� `•�p�� W.O. NO: 112-0-117 OF 18 AREA FOR Q APPROVAL STAMPS CO 11 �? R 24 o� 0 o N n '.. 3 O M N AX 4 A MAX F 2 MAX • OR HEADER SEE CHAR T 5/A-13 (TYPICAL) 60 x MAX O II SSS MAX I _ 2x4 5 YP #2 NDI JACK STUD -Z "APPROVED" EACH SIDE DOCUMENT SILL-HEIGHT 2x4 SYP #2 MAY VARY JACK STUD 2'-0" MIN. EACH SIDE CA h 50'-0" MAXIMUM LENGTH ��••••••,s,� t O t Q G�s T RO ;O:Q Q •F tis s io-9•<. • ► ,�� 51D�EWA\L'L 4, OPENING F/R�A.fiMr IINOG NtiQ0 Gis 7- SEAL 4 �oOt. • Is NO. . N O •#� .1 1 n .8 A 6 _ 9 N0.14241 .* 8 SCALE: I/4 - I-O ?PRO 25 a 1 _ . 1110 F v l�ti �� NO E 1 PROF SS Pian No. ESSIONAL . • 101Vq ��'� 'v L . NOT , r E � '.� roved ••y R firms!. �p ti tG/ E s STRAPPING TYPICAL FOR TOP A G 1 N E !` �t O'' .• = tt '' N '•Q\` AND BOTTOM OF STUD Richard L Bullock 3, �CAR�-` tl FOE' ' �•S�Q..- ularRvii O t — t •►S Building Plans S MISS nS FaaminerFloridaC CAR �►\��..� �- erti6cate$ PSON H 3 AT — h 51M / „ EXTERIOR OF /h h CENTER STUD ( h I " x n / 38 4 LAG TOTAL 5GREWIu FROM i STUD I SIMPSON 51MP50N H-3 .....__.. 51MP50N H-3 EACH EACH 51DE OF 51MPSON H-3 TH15 O SIDE,OF STUD (3 UT51DE AND H-3 EACH n n TOTAL INSIDE STUD INTERIOR (2) 3/8 x 4 (4 .1 RE " TOTAL) (3) 3/8 x 4 LAG SIDE OF LAG SG 11 W I 11 EACH STUD (4) 3/8 x 411 LAG � STUD (f FROM STUD SCREWS, I FROM TOTAL) STUD (6 TOTAL) 5GREW5, I" FROM STUD 1. 51DEWALL 9b ENDWA 1 LL SID EWALL �+ /� b WIDE UNITS 8' $ 10" WIDE UNITS SIDEWALL ' 4 D00 12 8 14 WIDE R \7�Rt+�l UNITS PPINC� 3 DDDR StR.4PPINC� 2 DOOR StR14PPINC� I DOO A-6 SCALE: N.T.S. A-b SCALE: N.T.S. A-b SCALE: N.T.S. R S'TR14PPINC� I - I I THESEREV BY DATE DESCRIPTION PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING GORE WITH THE :2 OOq SUPPLEMENTS TS FOR A THREE SECOND GUST OF 130 MPH. LARK BUILDERS THiS DRAWING 15 NOT VALID is ALABAMA# 14469 FLORIDA# 1560 51NGLE WIDE - 130 MPH WOOD GON5TRXTION 9 1000 SOUTH BELGHER UNLESS SIGNED I SHEET GEORGI # ROADPLE I A 14241 # INDIA 4oq DIXONDIx NA ON 2033 5 8 TREET BLDG-A /UNIT #II LOU151ANA# 20548 VIDALIA 6EOR LAR GIA 30414 6 O, FLORIDA 3371 M1551551PPI# 8925 VOIGE: 72-1-524-19 (800 841- N. GA # 05 ) 7844 RO I L NA 11108 FAX �2T-524-I 299 TEXA 5 54100 ELEVATION AND DETAILSD1 8 of 18 � 2 # 4 2x4 S.Y.P. 2 TOP R oc. AREA FOR APPROVAL ST AMPS Q P M REFAB. TRU55 C 6� co O 5 RO�Y,�+► r •'S T' .'�G �y�,••_�``� °r rn ti AI e- o _ STUD TUD NO. r 925 N RaFESS#GI�,4L' I a d ' FOR HEADER Ibd NAIL ATAPERED.2x6 rri X s •. SEE CHART r E- x RT EAGH � G - N STU �JEAGI !N Q PF #2 q ,.• Q Q + T ' - � 5 - + e - F•- /A 13 + F' s LU - 1 1 _ w (TYPICAL) +� O bd NAIL ht .,.Ibd NA5 s►L SID1 - N uATw 9 I6 O.G. APC " 6 MAX CDIx4 BELT RAIL— CONT. 2x6 =1N CARO "h DOV�lIVIT 5PF #2 OPTIONAL .."O .•aF w`._-y , - BA 'Q 9 r RN STYLE OVERHANG <•: 20 GA. 2 I/2 STRAP SEAL = r 2 10 11108 . -o - - o i3 8 " N A-7 i 11 SCALE: 3/4 = I-O � OPTIONAL a 'v of opF V — END 111 GIN WALL 3 x - 4 MITEK OR ALPINE PLA •.•• - TES EAG�f+ O TE 'O - + FRAMING GAS RFp� SIDE OF A55EMBLY-EMBEDDED A-7 SCALE: 1/4" = I'-0" HYDRAULICALLY OR BY ROLLER PRE55 1 * TYP . MI O. X424 ( I FOR EACH INTERSECTION OF TEK OR ALP N L. INE PLATES EACH F�SSIONA CHORDS AND DIAGONALS. 51DE �c RO 0 OF ASSEMBLY EMBEDDED P -J 14 ROOF � ,L to 3 'f/�/ Ali PITCH f Plan No. Z HYDRAULICALLY OR BY ROLLER F (r{p N IN PRE55 2x4 TOP � G � proved By � i�. OR 3:12 F O 2 0 D 11 2x # 4 4 S.Y.P. P � 2 TOP C OPTIONAL R O S. L 3 I/2 Richard L.Bullock c .�— � OVERHA � PREFAB. TRUSS M NG AT odular Building d Plans E •n xami er � Fl orida Certificate to -� SIDE WALLS Q 1< ROOF/ _ x c� WALL r A55EM LU BLY OPTIONAL LU BARN STYLE w OVERHANG w Ix4 AT 4-O 20 GA. - O.G. DADOED SEE DETAIL 2 I/2 STRAP vi INTO FLOOR JOIST � OR 20 2/A-7 --- - GA. HAT CHANNEL PLACED ON _ INSIDE OF BUILDING. 4 x 6 5.Y.P.� - 2 SKIDS P.T. NOTES: i I. THE NUMBER OF STUDS MAY VARY DUE TO 5 IZE OF OPENING 2. STUD 5PAGING MAY 11 Y NOT EXCEED 24 O.G. 61-011 - 131-8" 3. WINDOW SIZE VARIES FROM 27" TO 36" VERTICAL DIMENSIONS F OPTIONAL 4. OR HEADER AND SILL DETAILS SEE SHEET A-13 ENDWALL OPTIONAL ROOF AND WALL I FRAMING c /� A-7 SCALE: i/4" = I'-O" I V�V�ION A-7 " - I 1 11 SCALE: I/4 - -O REV BY DATE DESCRIPTION I I THESE PLANS WERE DF G IPTION 51G NED IN ACCORDANCE WITH THE 200'1 FLORIDA BUILDING GODS WITH THE 200QSUPPLENENT5 FOR A THREE SECOND GUST OF 130 MPH. FROM S. C,4ROW��•.� � LARK BUILDERSI T H15 D ' SINGLE WIDE - RAW.ING 15 NOT VALID DATE: 2/25/09 ALABAMA# I 130 MPH WOOD GO 4469 # NSTRUG FLORIDA 15607 TioN SHEET l000 sourH BELGHER ROAD UNLESS SIGNED IN PURPLE INK. GEORGIA# 14241 INDIANA# 20338 409 DIXON STREET B - # DRAWN L BY:DG A JDA /UNIT LOUISIANA# 20548 LARGO, FLORIDA 33711 VIDALIA,GEORGIA 30474 MI # SSISSIPPI 8925 CHECKED BY: F I VOICE: 80 - SG I 727-524-1905 ( D) 841 7844 = 7 N. CARO i # L NA 11108 FAX: 727-524- A 1299 TEXA SGA 5 5410 LE A O 5 NOTED OPTIONAL FRAMING 4 fE0TI1N5 w.o. No: 112-071 a of 18 1 Es AREA FOR APPROvAI. STAMPS I � SEAL I ' a NO. 11108 zk Ln RIM J015T F •. G E .' - a� 1 N O :� rn SEE CHART �� S'" "'p`t'\: NOTCH OR DADD I I/2 WIDE x I I/2 DEEP AT 0 o �� CAR 2/A-3 ��, �.�` 16" O.G. FOR FLOOR JOI5T ENTIRE LENGTH N - OF SKID. a A SH AR ALL L� 1 CHART m N01 �ND�J � "APPROVED" WIDTH OF MAXIMUM N 9Do-CUMENY II'I WIDTH OF SHEAR WALL _ END WALL GO FIGURATION BLDG.. BUILDING N OPENING LENGTH 5EE DETAILS 2 A-q AND 3/A-1 �sTS � G (of 4 MAX A 10 R� 0 8 4 MAX A 24' 8 + • -n N01 424 1 205CALE. 1D DETAIL PROFSSIO A 6 DOOR A 14 A-8 N.T.S. F . �� tia/NES we17� Plan No. 8' 6' DOOR 18'B O S C ARp� roved B - y 10 28 6 MAX A 4x6 5YP #2 P.T. 5KID5 WITH I _ Richard L Bullock 1/2 WIDE 1 1/2 DEEP NOTGHE5 Florida Certificate 10 8 DOOR A 12 u alar Build Plans Examiner AT ib O.G. ENTIRE LENGTH O F 10 8 DOOR G 26 SKIDS TO AGC9WODATE FLOOR JOISTS TYP. I L ( ) :,II 6, MAX A , - 3 8 - --- - - 6„ O.G V DOOR A 24' i 6" G. I 18 8 DOOR G 501 6 m V 13-8 8 MAXA 38 m m m - 5 SHEAR WALL CONFIGURATIONS: A - 20 6A. 2-1/2" 5TRAP INTERIOR AND EXTERIOR OF BUILDING B - 20 GA. 5TRAP5 (5EE 'A') AND 3/4" PLYWOOD NAILED WITH 0.131"x2-1/2" GUN ve'�`''"'•�� NAILS 3" O.G. EDGES AND 6" O.G. IN FIELD EXTERIOR OF BUILDING ONLY -��Q c,. 12"i; 3 LAG SCREWS ON OUT SIDE AIND (3) r(b 5/160" x,4x 4" G - 20 6A. 5TRAP5 (5EE A) AND 3/4 PLYWOOD ON EXTERIOR AND INTERIOR (5EE s T f '�•., s " • o •.� , IN51DE B FOR FASTENING) .�c ; e• LAG SCREWS .8925 N � • :PRO TONAL: ; . = FES � 150METRIG OF TYPICAL i 2P SKID NOTCH AND ICE 5 L � Q - N I � s� E Q - T• ►" ••5.� SKID DITAIL /+ @A- 'FOF MISSCALE: N.T.S. REV BY DATE DESCRIPTION i 3 MPH. THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING GORE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF I O 25 Oq 2 / VALID DATE: / LARK BUILDERS TH15 DRAWING 15 NOT V SHEET 11J P E INK. �• C ^ i �� 51N6LE WIDE - 130 MPH iN00D GON5TR r-TION UNLESS SIGNED IN PURL DRAWN BY: JDA I AL ABAMA# 14469 FLORIDA# 1560- 1000 50TH BELG R ROAD 40q DIXON STRE ET GHEGKED BY: FSG GEORGIA# 14241 INDIANA# 20338 BLDG-A /UNIT #II VIDALIA,GEORGIA 30414 � S # 1 LOUISIANA 20548 LARGO, FLORIDA 331 841-1844 800 MISSISSIP PI# 8925 VOICE: 121-524-1905 SCALE: A5 NOTED N. CAROLINA# 11108 FAX: �2�-524-1289 _ -i1 10 OF 18 TEXAS# 54100 DEtAILS �Z8 --O W.O. NO: 112 O AREA FOR APPROVAL STAMPS 2x4 SYP #2 26 GA. STRAP „ Q2x4 5.Y.P. #2 STUDS AT I6 FASTENED WITH 0.131"0. o BOT. PLATE �� N - " OR 24- O.G. SEE CHART ca x -I 2 /4 GUN NAILS SEE 2 A-1 ATTACHED� / GRED TO P.T. 3/4 PLYWOOD HA - oi G RT 2/A 4 0 FLOORINGBOTTOM PLATE IN (2) 0.131 N x 34" GUNNAIL5 0 2x4 5.Y.P. #2 BOTTOM a 5/16" x 4" LAG BOLT 18° PLATE DONT. T EF I O O.G. ACROSS 51DE $ END O \ WALLS INTO 2x RIM P.T. 3 4" F I 1 / LOOKING O "IrJ015T SEE CHART 2/A-3 O ;1`� , r (PLY OR T46) Np� 2x FLOOR JOISTS Q. 2x HEADER Id D SEE CHART 2 A- CONTINUOUS NUOUS / 3 0. 1 4241 � N x "APPROVED" 2 B O KIN L G G B ETWEEN �r F >r ss►o aAt O PRO � KI DOCUMENT 5 DS SAME SIZE AS " " O Q� (3)-0.120 x 3 NAILS RIM JOISTS DVUUIYtT F 1 O T E I N N AT 12 O.G. GI O 4x6 P.T. S.Y.P. 2 SKID BEYOND RIM J015T SEE FO 5TA66ERED TOP 4 S. C P� BOTT # OM EA. SIDE P.T. 2x4 S.Y.P. 2 FLAT CHART 2/A q7 3 L T BELOW DOUBLED. 2x'5 ATTACHED W/ 0.120"(P x 3" NAILS AT 12" O.G. ' FLOOR JOIST SEE ' GHART 2/A-3 HEADER JOIST FASTENING STAGGERED 51DE TO 51DE A INTO DOUBLE HEADER 4 D *I I 2 SiiC I (OIV i Date 3 0 q SG E: i AL I/2 I O PI 2 Q'7 an No, � FULL WI DTH FLOOR J015T 5 (FRONT HEADER) SEE FLOOR J015T Approved Richard L.Bullock ock CHART 2/A-3 SEE CHART Modular Building Plana Examiner Florid /// a Certificate rti8cate L .� S. C.4,1 , , N0.8925 , _BKETWEENAI------------- DE: - ---_ I � P R fiOFE- �` •��tys s ° ' 3PEGE so4'HEADER y I �� q�;• ,OWE Q F, •5RQ+ . f2) : 5/I6x 4 LONG. LAG 5GREW THROUGH RIM INTO SKID ,.��% %-%1 �` 5/I6" x 4" LONG LAG (1) 2x4 5YP #2 `:, ._:A R. lot SCREW THROUGH EACH BOTTOM 51MPSON _ ..E g S. •.. / r# J015T INTO EACH SKID ti 0 .2 H-3 OR H-5 o y . HEADER f _ Q .� t 4x6 P.T. SYP 9 • � # ; a , 4x6 SYP 2 SEAL • 2 SKID � . P.T. SKID PIECE HEADER NO. 11 i 08 (3) ATTACHED TO 5KID5 „ TYP. FRONT 4 REAR OF UNITS -�' � SKID TO JOIST F � •.F` Q. � ASTENING 3 ISOMtRIC I'' Aq SCALEGINti �: - r ��° s:' Ra�� 1 ISOM�tRIC = _ : N.T.S. � � > > j REV BYA D TE DESCRIPTION THESE PLANS WERE DESIG NED IN ACCORDANCE r WITH THE 2007 FLORIDA BUILDIh1G GORE WITH THE 200�i SUPPLEMEN 1 S FOR A THREE SECOND GUST OF 130 MPH. 'THIS DRVIN6 IS NOT VALID S, CARDWP.B. LARK BUILDERS DATE: 2/25/Oci SHEET 51N6LE WIDE - 130 MPH WOOD G0N5TRUGTI0N UNLESS 51ONED IN PURPLE INK. ALABAMA## 1446q FLORIDA# 15601 1000 SOUTH BELGHER ROAD 40q DIXON STREET DRAWN BY: JDA GEORGIA 14241 INDIANA# 20338 $LDC-A /UNIT #11 VIDALIA,GEORGIA 30414 CHECKED BY: FSGLOUISIANA# 20548LARGO FLORIDA 33111 (800 841-7844 MISSISSIPPI# 8C125 VOICE: 121-5 z4-IgoS SCALE: 5 NOTED N. CAROLINA# 111 05 FAX: 121-524-12gq TEXA5# 54100 DETAILS W.O. NO: 112-011 11 OF 18 S R AREA FOR APPROVAL STAMPS m � .8925 :PFiOrESSkONAL: o • . .F q-. 3 2 1/2" x 1/2" GORRUGATED CD 5IMP50N MT512 '� `t'r ��G I NE�•' Q: HAT CHANNEL FASTENED ROOF PANELS FASTENED ♦ q �Q II ♦ F AT EVER II r •� Y RAFTER WITH 14 -14 7 O•• S W// HWH I W/ 10 Y � TRAXX/ a O dxl � FM�s 1 — °o i I. NAILS EACH �� . . (2) 0.131 � x 3 I SCREWS AT 12 � . 2 O.G. END OF STRAP LONG GUN NAILS EACH z - . CHANNELCARO � r 2x5YP2 RAFTER r, OQ- ti S 8 p"' �29++i5EE CHART 3/A-4 * .. =Q 9<'• i 51MP50N MT512D SEAL �' SEE 4/A-10, 11 "AP N o. PROVED" i q •`' = 2x 5YP # � t t .. 2 RAFTER .c•'• '•� SEE 3/A-10 FOR F `� 'p" NG1N��••� _ 5EE H3/A-4 ��CUEN t F' ALTERNATE CHART O• O ++ S RAFTER TO TOP " . G - + � I/2 WIDE 26 � GA. PLATE TO 5 TUD 2x4 S.Y.P. #2 MIN STRAP W CONNECTION (MIN) ITH 4 " 2x4 5.Y.P. #2 TOP PLATE 0.131" x 2-1/4" OUN �� - TOP PLATE (2) 51MP50N H-3 ATTACHED TO NAILS SEE CHART SGAL1=: I I/2 l-O ATTACHED TO PLACED W/ (4).8d STUDS W/(2) 2/A-4 AND STRAP I E 5 " STUDS W/(2) NAILS INTO EACH 0.131 x 3 Y4 DETAIL 3/A-12 • I 0.131 x 3 Y II 4 VTHE GUNNAIL5 BOTTOM II 3 WIDE 26 GA. MIN GUNNAILS (MIN) PLATE AND STUD �1 „ 3 Date _ WITH 0.131 x II i - 2 I/2 x I/2" DIAGONALLY Plan No. � 2-1/4" GUN NAILS SEE APProved By CORRUGATED ACROSS FROM -- �A•' ' CHART 2/A-4 -------- PANELS EACH OTHER Richard chard L AND STRAP DETAIL �1oc1c Modular Building di (FASTENED PI W/ 8 ° �Plans Examiner Florida- nda C 2/A 12 erhff gate ' x I I/2" WOOD 5GREW AT 6" O.G. 3/4" P.T. PLYWOOD 2 1/2" x 1/2"—,// /2" 2x4 S.Y.P. #2 WALL j (OR-EQUAL)- DEGKING GOR STUD AT 24" O.G. _ RUGA TED 2x 5YP # 3"X 0.131 NAIL FROM 2 RAFTER PANELS 5EE CHART 3/A-4 5/16" x 4" LONG FLOOR JOIST SEE (FASTENED W/ #8 PLATE TO JOIST LAG 5GREW x I I/2" WOOD BELOW AT 16" O.G. 2x4 5.Y.P. #2 51MP50N H-3 (2) FROM P CHART 2/A-3 3 „ LATE / 4 P.T.� SCREW AT 6 O.G. PLYWOOD TOP PLATE FROM RAFTER TO TO J015T AT DECKING ATTACHE (OR EQUAL) D TO TOP PLATE AND 18 O,G. MAX STUDS W/(2) _(2).FROM. TO P. _ _ RIM JO15T 5EE_ 0.131 x 3 y4" PLATE TO 5TUD5 CHART 2/A-3 •FLOOR JOIST SEE 6UNNAIL5 CHART - 2/A 3 I 51MP50N CONNECTION MAY NOT BE USED FOR 14' WI DE UNIT5 WITH M EM BERS AT 24" O.G. F? ^ RIM JOIST SEE ALTERNATE RAFTER ��sTF9 CHART 2/A-3 TO PLATE TO STUD ALTERNATE I Q Fa 3 DtA�,Ii•_ I II 2 N0. 14 241 PROFESSIONAL L I DETAIL L A_10 SCALE: 112I Y SCALE. I I/2II - IT O G � v : F .N O J v REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING ITH THE 200a SUPPLEMENTS FOR A THREE SECOND GUST OF 130 MPH. /� FRED S. CI■■'I RDUJLLP.E. LARK BUILDERS TH15 DRAWING 15 NOT VALID iDATE: 2/25/Oa 51N GLE WIDE - 130 MPH WOOD CONSTRUCTION UNLESS SIGNED IN PURPLE INK. SHEET ALABAMA# 1446q FLORIDA# 15607 1000 SOUTH BELCHER ROAD 4oq DIXON STREET DRAWN BY: JDA GEORGIA# 14241 INDIANA# 20338 BLDG-A /UNIT #II VIDALIA,GEORGIA 30414 • LOUI5IANA##20548 LARGO, FLORIDA 33771 GHEGKED BY: FSG MI551551PPI Sg25 - 800 841 VOICE: 721-52 - � ) X844 w 4 Ig05 ��11 N. CAROLINA# 11108 FAX: 121- 524-12gq SCE: N 5 # NOTED TEXAS 54100 DETAILS [N.O..-NO: II2-011 12 OF 15 I 2x RAFTER (SEE CHART AREA FOR APPROVAL STAMPS NOTE:OTE• USED ON 3/A 4 BUTTED AGAINST NOTE: USED ON EVERY WALL STUD EVERY WALL STUD TO CONNECT ¢ WALL TO RIM J015T OF FLOOR SYSTEM SIDE WALL (TYPICAL) TO CONNECT WALL TO ROOF N VARIES VARIES 2x S.Y.P # I 2 FASCIA MIN. I MIN. o ATTACHED W/ (2) 0.131 TYPIGAL TYPICAL NX 3)4"' 6UNNAIL5 AT BEND O O O O EACH G RAFTER - N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 — - 0 0 0 0 0. o- (h N Lu o 3 MAX. 26 GAUGE 6ALV. STE EL STRAP u CV 6 SEE-DETAIL I/A-10 � 2 GAUGE 6ALV. STEEL STRAP �� 2 MIN. z OR 2/A-10 FOR WITH 0.131"(P 6UN NAILS EACH WITH 0.131"4> 6UN NAILS EACH END OF STRAP. SEE CHART i FASTENING OF END OF STRAP. SEE CHART N A� 2/A-4 FOR A QU NTITY OF NAILS. � RAFTER AND TOP 2/A-4 FOR QUANTITY OF NAILS. PLATE. TOP PLATE HEADER HEADER �/ D» STRAP ATTACHED TO STRAP A P 1—❑, OV�t-1 2x4 5.Y.P. #2 STUDS W/ (2) 0.131 3 DTi41 2 DETAIL �iEN „ DOCK STUD WALL x 3 y4 6UNNAIL5 A-12 SCALE: N.T.5. A-12 SCALE: N.T.S. OPTIONAL OVERHANG (2) - 0.131 x 3-I/2" 6UN NAILS 5 2x 5YP #2 RAFTER ONE EACH SIDE OF RAFTER D�T�t k G/ TOE-NAILED INTO TOP PLATE A-12 SCALE: 1 1/2" = I'-O" AT EACH STUD LOCATION �\ST E AFS 1 2x4 S.Y.P. #2 WALL 5 4 AT ib" OR 24" O.G. NO 1�1C 2x4 5YP #2 TOP S NO .� TE• s �pFE ? •04 PLATE I o 1►i o 7► USE (9) 234ZIOW P ate Plan No. . 3 x 0.151 2x4 5YP 2 31 NAIL FROM P f GRABBER k n IN roeed B' orc.. TO JOIST BELOW AT I6 O WALL STUD SG P �..4,��aiv REWS OR �` e OR 3/8" x 4" LAG 5GREW �D Gp' e A R a'+ Richard L Bullock S EQUAL IN + LIEU OF r 5 . — -,t� t odulas Building Plans Examiner Florida Certificate AT 14 O.G. - � m C rt - r NAILS N T E• .� INTO WALLS � O ••''S R • . � WITH SAME 20 3/4" P.T. PLYWOOD •t GA. STRAP DECKING S 4 ' 8928 ; 5IMP50N H-3 CLIP FROM NO ;SRL= STUD TO TOP S PLATE AND S STUD TO BOTTOM PLATE � ar FLOOR JOIST SEE off r sTNG t Nti.\55`Q= CHART 2/A-3 ht ;OF MV5 , 2x4 5YP #2 BOTTOM PLATE FLOOR J015T SEE 1��,...�� - - CHART 2/A-3 H CAR O . ! i Q` g S r Q 9 l SEAL ' 20 GA. x 1-1/4" WIDE STRAP UP THE WALL STUD. �k NO. 11108 A . . FASTEN STRAP TD WALL STUD WITH (13) 0.131 � , _ r x I •.t�` Q 2 /4 6UN NAILS INSTALLED AT � FACTORY r 'A •.N � E - r G _ 1N r .. O- � - ENDWA LL O S• CA R 4 ANCHOR STRAP I 5 CTID A 12 SCALE: I I/2 = I-O A-12 50ALE: 1 1/2" = 1'-0" REV BY DATE DESCRIPTION THESE PLANSRE WE DESIGNED IN ACCORDANCE WITH THE 200? FLORIDA BUILDING GODS WI TH THE 200a SUPPLEMENTS FOR A THREE SECOND GUST OF 130 MPH. I rP D S. CARDWELL/ P.E. LARK BUILDERS TH15 DRAbNIN6 15 NOT VALID DATE: 2/25/09 5HEET SINGLE WIDE - 130 MPH WOOD GON5TRXTION UNLE55 516NED IN PURPLE INK. ALABAMA# 1446cl FLORIDA# 15601 1000 SOUTH BELGHER ROAD 409 Ix N STREET DRAWN BY: JDA GEORGIA# 14241 # D O INDIANA 20 # _ 338 BLDG-A / UNIT II VIDALIA,GEORGIA 30474 CHECKED BY: FSG # M�55155 P I#Sg25 VORGE��72 FLORIDA524 1905771 A (800)841-7844 SCALE: A5 NOTED N. CAROLINA# 11108 FAX: 727-524-1299 j rEXAs# 54100 DETAILS AND SECTIONS AW.O. NO: 1 112-0-71 14 OF ►8 i I SIDE UJ4�� D R E"sai' _or tItI AR EA FOR APPROVAL STAMPS W LL SILLS HEADER HEADER HEADER HEADER FASTENING 51LL 51LL SILL ; 51ZE DETAIL MATERIAL SEAL AL SILL FAS TENIN G 51 �r ZE DETAIL MATERIAL. NO. 11 ��° 10 ,: " $ (2) 0.131 x 3- LONG GUNNAILS 0 22.5 3 SPF #2 (2) 0.131 (P x 3 Y2 LONG GUNNAIL5 lot I n n o n '{�••• v = EACH END OF HEADER 22.5 3 SPF #2 EACH END OF SILL ��F•''�CINE�•• N O a 63" 3 . 5YP #2 (4) 0.131"(" x 3)" LONG GUNNAILS iso a t1't S,• C) EACH END OF HEADER 63 3 5YP #2 (4) 0.131 x 3 LONG C7UNNAILS �►�� EACH END OF SILL - I qb I 5YP #2 (5) 0.131-0 x 3 y2" LONG GUNNAILS Cq � r'O S' •R�_ �'� EACH END OF HEADER � ti �L � F � ND1 I N0.8925N �� SD Rs PROFESSlONAL. a APPROVtDIND WALL. SIS o 10 HEADER HEADER HEADER �r + t 5ILL 51LL SILL �+ DOCUiEEE-�VT 517E DETAIL MATERIAL HEADER FASTENING ► ••.41 EQ;. . 51ZE DETAIL MATERIAL SILL FASTENING ►� +�r^�GINE,S�`QQ� j 14.5" 3 5PF #2 (2) 0.131"°cD x 3-,V2" LONG GUNNAILS �' ;M;S` (2) 0-131"00 x 31"' LON EACH 14.5 3 5PF #22 G GUNNAILS I GH END OF HEADER EACH END OF SILL 30.5" 4 5YP #2 (3) 16d.COMMON NAIL5 EACH END " OF HEADER 305. 3 5PF #2 (2) 0.131 P x.3 Y2 LONG GUNNAILS EACH END OF SILL 42" 2 5YP #2 (5),Ibd COMMON NAILS EACH END O 2 Ibd 42" 3 5YP #2 COMMON NAIL5 EACH END OF HEADER OF 51 LL T . 6 Ibd G S E 9 ( GO MMON NAI 60 2 5YP #2 LS EACH END " (3) Ibd COMM o 60 3 # ON NAILS EACH END Q 3 � a'7( OF H 5YP 2 0� [I2 E AVER I ate ' Plan No. OF SILL 75.5" ISYP 2# (8) Ibd COMMON NAILS EACH END PROFESSIONAL NO.14241 pproved By SSION OF HEADER Richard i..Bullock -t\ godular Building Plans Examiner Florida Certificate SW N HEADER-51H --P G 1 Ne s CH C Aa0 SCALE: N.T.S. 3 .1/211 1 1/2" 1 1/2" 31/2 PLYWOOD SP AGER 3 1/2 PLYWOOD (GONTI NUOUS N SPACER ) GO ( HTINUOUS) Q f 1/2 I 2 2x4 4x ( 4 EAVE R H HEADER HEADER HEADER 4 D�Tl41L. l./ 3 I lei A D 2 t „ � l41 I A 3 IA O SCALE: 3 I�-o�,_13 - i REV BY DATE DESGR IPTION THESE PLAN5 WE RE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING GORE WI TH THE 2009 5UPPLEMENT5 FOR A THREE SECOND GUST OF 130 MPH. PROD S. CARDUJLL., P.S. LARK BUILDERS TH15 DRAWING 15 NOT VALID KNn- 11 q SHEET 5INGLE WIDE - 130 MPH WOOD CONSTRUCTION UNLESS 516NED IN PURPLE INK. ALABAMA# 1441 FLORIDA# 15601 338 1000 SOUTH BELCHER ROAD 409 DIXON 5TREET GEORGIA# 14241 INDIANA# 20338 BLDG-A /UNIT #II LOUT # VIDALIA,GEORGIA 30414 51ANA 20548 LARGO FLORIDA 33771 Igk53MM1551551F`P1# 8825 VOIGE: 727-524-1905 000)841-?844 N. CARO # P4 LINA 11108 FAX: l2 - I TEXA l 524-12gq ED s 54100 HEADER DETAILS AND CHART ri I� nP iv, I � i II , AREA AOR APPROVAL SCAMPS i r� a N e R v 3 a 1 a I � 1 9 1 o A 1 o C � I CARO � . �A � tSr N •s• i2 f -n F •S / I Q D -�G . •S T• O o 9• N a I i . N0 . 14241SEAL , `� PRO_ESSIONAL� N . _ I NO iii 08 PROF'E5810NAL. r v , TOP PLATE EXTENDED AN v ti D r Ci E QF L , s , NAILED TO 4x4 BEAM '{ 'Q '•NG INS•,.••�: +{ s�,•.,�/G tib.•' Q`: O �� I, W/(2) { - f /1V 9 Q h� {{ O O - {{ r .. 'y� S CARO NDI 1, j0.131 x 3.25 + �� - + F• GUNNAI - •s LATE .:' D.G. 1 S P sr - 1 G � 1 OF �s ► MIS - 1 1 1 » 1 ROVAPPE L D I , OC D . U EliIT j P.T. 4x4 (2) H3 GLIP5 3 I BEAM FOR P.T. 4x4 V POST TO P.T. RIES TO LENGTH � �� ^ OF BUILDING AND PORCH LENGTH 4-O OR (2) H3 GLIP5 4x4 BEAM f 6-D PORCH P.T. 4x4 5 MAX. ' `j POST O P.T. T 4x4 BEAM rd tj # WINDOW HEI6HT 2x4 SYP 2 P.T. 4x4 -- I ' VERT. z -07L2x4 STUDS WALL STUD I � LOCATION A i 3 d 9 � POST � AND to �`�� Plan No. _.....�. 0 a° GUT SHORT � QUANTITY MAY VARY 32 MINIMUM, 60 1. —_ n Approved By f TO SUPPORT -- 1 AND ARE O MAXIMUM 6-O HEI H 1 w OPTIONAL G T t Richard L Bullock I 4x4 BEAM Ca � DOOR I j - LOCATION MAY 3 finer Florida Certificate skp , d... � Bnildi Plans Exam VARY odular Building Cz I € SEE VARIOUS END Ln - . . SEE VARIOUS 5 N ' : i �,,.,1 , ,, ' - END WALL SECTIONS WITH� I � �° WALL 5EGTION5 FOR D I P.T. 3/4 Td 6 OORS, 4'-0" DOOR VERTICAL WALL (2) H3 GLIP5 - MAX FOR 6 UNIT AND - P Y I O STUD LOCATION L WOOD FLOOR FOR P.T. 4x4 � �DE K ---_ ("-0" DOOR MAX FOR r - G INC , P � OST T i O P.T. � � 8 UNITS 3 2x4 S.Y.P. #2 4x4 BEAM t MENDIN P.T. SOLE i a PLATE ON PLATE AIR . \\ L _ 51DE AND v is ----- i s 32 MINIMUM 60 MAXIMUM 6'- O"FRONT HEIGHT, DOOR LOCATION MAY VARY OPTIONA L ELECTRIC TO EACH UNIT FIELD CONNECTED FROM EXISTING POWER 5OURGE TO UNIT 6-0" TO 50-O MAX. f PORCH 1 I OPT. PORCH , 1 I SCALE• I/2 -oil I FLOOR PLAN FR�MI�C �L�Y�tI0N � A- I SGA LE• N I I. REV BY DATE DESCRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200'1 FLORIDA5UILDINS CODE WITH THE 200q SUPPLEMENTS FOR A SECOND SU5T OF i I �� 30 MPH. ;•..< - , s S. CiK sul D R3 THIS DRAWI - ,� L N6 RD� P.M.P 15 NOT VALID ��, DATE- 2/25/og SHEET SINGLE WIDE- 130 MPH WOOD GON5TRUGTION UNLE55 516NED IN PURPLE INK. f �I ALABAMA# 14469 FLORIDA# 15607 1000 SOUTH BELCHER ROAD' D GEORGIA# 14241 INDIANA# 20338 BLDG-A # 40q DIXON STREET RAWN BY JDA j UNI E. / T II { LOU151ANA# 20548 . LARGO, FLORIDA 33711 VIDALIA,GEORGIA 3044 CHECKED BY: FSG I : ! MISSISSIPPI# 8825 VOICE: 121-524-Ig05 (800) 841-1844 4 = 14 s N. CAROLINA# 11108 FAX: X27-524-12gg SCALE: AS NOTED TEXAS# 54100 OPTIONAL PORCH PLAN. AND 1=AMINO 2-2�-�9 , ,,, .�„ III. c n✓ f ,. _ VARIE5 TO LENGTH OF BUILDING AND PORCH LENGTH 4'--0" OR ' AREA FOR APPROVAL STAMPS gg Ib° 6-0" PORCH N „� Cir��O1�11 co 1 Ln5EE . •r CHART "s i 'G 4x6 P.T. S.Y.P. �` •�, c° < o #2 SK(D 2/A-3 „ :•'Q o ;<�i� ��a�a • � � N0.8925 �(N CaRp h 1 <., 3 :PROFESSIONAL: . . 4 •.-•F E s s� �iy _ p QQ y.• I N 1 A-g 2x4 OR 2x6 SIDE '-. /ti.. p a . 4e;•' QQr SEAL. . 2x4 OR 2x6 - 'a�� , ...:IN... � = f, JOISTS AT 169" 'e:3�GF M1SS�s�— NO. 11108 : '�� ISD O.G. 5EE CHART 2/A-3 � • - APPROVED - W LU DOCUMENT 1 1 V \STFq� Q' 2 L2A HART N0.14241 4x6 P.T. S.Y. A-q #2 PROFESSIONAL 5KID�I i INE��4." 6'-O" TO 50'-0"MAX. S. CA II '� TYPICAL SINGLE NIDE : . FLOOR FRAMING PLAN � I � � tri• -��( • Plan No. SGAI-I== N.T.S. VARIE5 TO LENGTH OF BUILDIN6 AND PORGH LENGTH 4'-O" OR p -- - roved By=__-.[l � � Vie.• 6'-0" PORCH — ——= Richard L.Bullock ( ——— —— ——— —— ——— —— —— I Ddular Building Plans Examiner Florida Certificate I , I Ii I I � � 2x4 OR 2x67/ p I RAFTERS 5EE - CHART 3/A-4 O i 1 I i 4x4 BEAM UNDER 2x4 TOP PLTE O TO 5 6- 0-O MAX. L TYPICAL SINGLE WIDE ROOF F Rel MIN P �N L. A-3 SCALE. N.T.S. REV BY DATE PT DESGRI ION i i THESE PLANS WERE DE516NED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 200Q SUPPLEMENTS FOR A THREE SECOND GUST OF 130 MPH. I LARK 8U1L ERS TNI 5 DRI N6 15 NOT VALID D DA TE /25/o q�R�OS ��RDW�� ., P.S.P � SHEET ALABAMA 14 # 51NGLE HIDE.- 130 MPH WOOD CON5TRUGTION UNLE55 SIGNED IN PURPLE INK. 468 F I N I LOR DA 15607 1000 SOUTH BELGHER ROAD 409 DIXON STREET DRAW BY• JDA 6EORC7[A# 14241 fNDiANA# 20338 BLDG-A /UNIT #11 VID LOUI5IANA#'20548 LARGO, FLORIDA 3311ALTA GEORGIA 304741 GNEGKED BY: FSG m (800) 841-1844 1 M1551551PPI# 8825 VOICE: 121-524-1905 SCALE: AS NOTED N. CAROLINA# 11108 FAX: 121-524-12gg y ^r ^ TEXAS 54100 OPT. PORCH FRAMING PLANS z-2�-�4 •� -_. ARSA FOR OR APPR V O AL SCAMPS ¢ DEFLEGTI ON OF Ua0 A5 PER SECTION _ ��tt��ff�� I *I l I �I t�,�( 1604.TABLE 1604.3 o Mi4X YUALt� s 1 MD LI �i i HS o SUB NOTE a OF THE 200-7FLORIDA BUILDING CODE 5TUD GRADE MAX A LENGTH STUD WIND 5PEED EXAMPLE o AND 5PAG I NG 0 IN IN GHES LENGTH GV (O N 5.Y.P. #2 AT 8_1 5TUD 24 O.G.O .G. 130 M.P.H. 103 8-1 .1-1/2" TOP PLATE I to-o11-1/2" BOTTO M PLATES.Y.P. #2 ATI6 O.G. 130 M.P.H. 120„ 8-II WALL HEI6HT D 11 I "APPROVED rt j NOTE: DOCUMENT TOP PLATE 8 BOTTOM PLATE MAY i L Y BE-ADDED TO STUD LENGTH FOR TOTAL WALL HEIGHT C 2 Rt A-I SG E: AL N.T.S. 1611 5 MAX CCR OR 24 �.s HEIGHT 2x4'SYP WINDOW 2 I DUPLEX REGEPTAGLE 120V I VERT LOCATION AND . WALL STUD INCANDESCENT LIGHT QUANTITY MAY VARY 32 MINIMUM, 60 -- - — — MAXIMUM 6-0-- — ANDHEIGHT WITH 160W BU _ ARE OPTIONAL LB , p DOOR LOCATION MAY ate 3l 71 Plan No. Q JUNCTION BOX _ N VARY I pproved By- IQ 5WITGH O I 5EE VARIOUS END Richard L Bullock 5 VA odular Builds dJ EE RIO Pt US END WALL SECTIONS WI H Plans T ns Examiner Florida Certificate P ca W e WEA � THERPROOF O WALL 5EGTION ” 5 FOR \ DOORS, 4 O DOOR NIT GH P.T. 3/4 TSG I GH WITH RECEPTACLE _ VERTICAL WALL MAX FOR b UNIT AND - P !Z p LYWOOD FLOOR „ OUTLET 120V I� , . 5TUD LOGATION b-O DOOR MAX FOR _ Y 1 DECKING �—=--_� , i � 8 UNITS I NOTE: / ------ 2x4 S.Y.P. #2 i ALL ELEGTRIGAL EQUIPMENT SHOWN 15 P.T. SOLE \ OPTIONAL AND LOGATIO � NS MAY VARY. PLATE i i J 1 32" MINI 60" MAXI MUM, - MUM - - - -- .. _..-- - --- - --. . _ ._. .--- • -- - _ G'�'R��,1 6'-O" Hb6HT, DOOR GARP '+1+ = + .._ t r - 5• ,..... Ly LOCATION MAY VARY ��` i r G�5 FO '12 ;Q ,� � O �� 6'-O" TO 50'-0" MAX. (3 S E A L No.8925 # 47 �( i { s 8 NA OPTIONAL 10 � YJ L ELECTRIC TO EACH 41 � 1 � tSS 1 � F'" i 42 r ROop ' -10 � UNIT FIELD CONNECTED,FROM 1i E ,+ .�'•..FN � •,. �; •, .FN ��• Q4: EXISTING POWER SOURCE TO UNIT T' GI + 9 +, F •O - + qT' '�5 6 OR 8 UNIT � FNGIN� � +► O 3. •GPP = �i+ %For= MISS, FLOOR PLp4N' D S. �P A-I SCALE: N.T.S.. REV BY DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING GORE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 130 MPH. FRED J. c4RDWL• �, P.S. LARK BUILDERS TH15 ORMIIN6 15 NOT VALID DATE: 2/25/09 SHEET 51NCGLE WIDE - 130 MPH HOOD GON5TRUGTION UNLE55 516NED IN PURPLE INK. ALABAMA 14469 FLORIDA# 156 DRAWN BY: Ol 1000 SOUTH BELGHER ROAD 40q DIXON 5TREET JDA I GEORGIA# 14241 # i INDIANA 20338 BLDG-A / UNIT #II I LOU151ANA# 20548 LAR60 FLORIDA 33-711 \/vAUA, 6EORGIA 304-74 GHEGKED BY: F5G # 800 841-7 � ) 844 M1551551PP1 8925 VOICE: 121-524-1905 SCALE: AS NOTED N. CAROLINA# 11108 FAX: 121-524-129q j TEXA5# 54100 LOOK PLANS112-0113 � D wI8 r�-Z N.O.o. NO: AR A E FOR APPROVAL STAMPS Q '.,.I N L, C'4 O O CD N N / O O � O G O \ Dt i 12..x » / 26 GA. MIN. cc (MIN) PPROVED - R W/ q 131 x 21 r ) /2 GUN. _ cc NAIL5 EACH 51DE EAGH . _ c UIYi AR c G O � '+ RAFTER -'� OR EQUAL) *i-= �SSiO .q +� I O O� 4�•_ n� 2 :•e E S 1a , 1 1 0 aaa�o 1 I a i RD �c4 ;* ' ND Q-;;% UPLIFT STRAP FA5TENING FOR EOR TYPICAL NOTES, GA WF .h �i 13'-8 I " 5EE DETAIL I THI5 SHEET ti. W DE UNITS WITH 5TU DS AT 24 F �_ - O.G. ♦ NGIN Ct ALE: I 1/211I-O" 5 i - - � All SG - I rr I ti :a ♦ r 2 I/2 x 1/2 GORRU6A G �, , ♦ V�: Gj r TED LE � �' d -1 ♦ . FN G\N. 5 1 " Pian No � ROOF PA � NELS FASTENED 5/I6 x 4 LO � ' NG LAG SCREW proved By + Sr , - + M AT'... - W/I/4 14 HWH R + E of TRAXX/I EVERY RAFTER SCREWS AT 12" O.G. CONNECTION HAT CHANNEL FASTENED Richard L.Bullock odular Building nG u ldi Pians Examiner Florida Certificate WITH �� AT EVERY RAFTER o 0 n " o o o - - � _ 0 0 (2) 0.131 x 3 I/2 It_ -(ER FD o o LONG GUN NAIL5 EACH - G e J 4o CHANNEL e � I 2 a NO.1 NPS- I�' 10 * PROFESS 9 O G o \ PIIS I 511-11-50N H3 HURRICANE TIE5 (OR (2) 5/8"41) A-325 EQUAL) TO OPP051TE 51DE5 OF MACHINED BOLTS EACH RAFTER (FA5TEN WITH 8d NAIL5 GRO 55 MEMBER EACH i I4 � O IN RAF ( ) I TER AND 4 N RIM SIDE UPLIFT 5TRA P FASTENING.FOR ALL 8LDG5 EXCEPT 13'-8 WIDE UNIT5 WITH 5TUD5 AT 24" D.G. I s Ct � ION i A-I I - .SCALE: I I/2 tewis REV BY DATE DE5GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200? FLORIDA BUILDING GORE WITH THE 2009 WPPL , EMENTS FOR A THREE SECOND GUST OF 130 MPH. i R T rzD s. CARDLU I LARK SUILDERS H15 DRAWING 15 NOT VALID DATE: ��, P•�, 2/25/Oq SHEET SINGLE WIDE - 130 MPH WOOD GON5TRUGTION UNLE55 516NED IN PURPLE INK. ALABAMA# 1446q FLORIDA# 15607 1000 SOUTH BELCHER GEORGIA# 4241 INDIANA# 20338 BLDG-A # G ER ROAD 4oW DIXON STREET DRAWN BY: JDA # / UNIT II VIDALIA,GEORGIA 30414 LOUISIANA 20548 LARGD FLORIDA CHECKED BY: FSG 33?71 � M1551551PPI# Sg25 VOICE: 721-524- 000) 841-1844 1 1905 N. CAROLINA# II108 FAX: 121-524-12gq SGALE: AS NOTED TEXA # 5 54100 ROOF :SECTIONS z 2?�0 _ 13 of W.O. NO: 112 18 071 AREA FOR APPROVAL STAMPS ' Q C N N 1 w � A .. C a R_ _ � � s a _ CARp�/tt�� O 5 ESTE Dt tII /'R"�G%STE 9 r� O Q' / 9 ..<G :a L 8925 s S E A NO : $�. 14241 I , NO k, . I°ESSaONAL- ZONAL •PRO OFE SS N 110 8 PR / .�r 4`• v Q� .4` T Q� �,, ,9.cc�G �� •�� ,, s, �GIN�c��.a4 - -Q ��GINE� �" NDI IN r t E1� 'O = h Fe• t�z= � O � a APPROVED •R � s P 4%%,, � s. CA �� ' �4. _ GA _ I DOCUMENT to — PA Plan No. �/2 v 1/ PP roved By .� P.T. 4x4 BEAM Richard k Bullock odular Building Plans Examiner Florid a Certificate - 2x4 5.Y.P. #2 TOP PLATE P.T. 4x4 P05T , L I O4 0.131 x 3.25 GUNNAIL5 AT I 5PLIGE 5EE DETAIL #/ - 5 . FOR RAFTER TO 4x4 BEAM GONNEGTION FRONT P.T.'4x4 _ .. BEAM NOTCHED (2) H3 GLIP5 FOR P.T. OVER 51DE 4x4 4x4.POST TO P.T. 4x4 BEAM BEAM P.T. 4x4 P05T PORCH CORNER BEAM FRONT PORCH FRAMING b mov,4TION A-3 _ 50A E: 1 - L - I /2 I O A-7 SGA LE N.T.S. i REV BY DATE DE5 GRIPTION THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200? FLORIDA BUILDING CODE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 130 MPH. RD S, C,4 R D UJ �.�. �, LARK BUILDERS TH 15 DRANI NG 15 NOT VALID DATE: 2/25/09 c SHEET SINGLE WIDE = 130 MPH WOOD GON5IRUGTION UNLESS SIGNED IN PURPLE INK. DRAWN BY: JDA ALABAMA# 144b9 FLORIDA# 15b07 1000 SOUTH BELGHER ROAD 409 DIXON STREET GEORGIA# 14241 INDIANA# 20338 BLDG-A / UNIT #II VIDALIA,GEORGIA 30414 CHECKED BY: FSG LOUISIANA# 20548 LARGO, FLORIDA 33771 # 8 - M1551551PP1 ( oo)841 1844 1 8925 VOICE: 727-524-1905 I� N. CAROLINA# 11108 FAX: 7524-1269 27- 5GALE: A5 NOTED s TEXA # 54100 OPT. PORCH SECTION AND DETAIL 2-2 w n mn. 8 D9' I