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1331 S Summerlin Ave 007-1138 ShedRECEIVED • i.r.�y 2 s t;,ipt4i0iotlgINvork: Y j4 istoric District: Zoning: CCI Y OFSANFORD PEKh1tT AFt'4.I(_Wl CON IJAN Date: A) -/I -----_....._.-.._._— lralue-oC�Worlt'�-'•t•�l—"1_J--n__'.Q�->_.__.._., __.�._ 2 6 Z007 :(Writ type: Bui(diag ___,_.__. F,lcctrica( - Mcchanical Pluotbing Fuc Sprlttk(CMIamt fool ectricat New Scrvict; -- 9 of ANIPS AdditiotdAltcratiou . Change of Se( vice _ fcluporary I'oIc echauicaL Residential ' Non -Residential Kep(acetuctrt _ M Ncw (Duct Layout & tincrgy Calc. Required) utubing/ New Commercial: # of Fixtures !{ of Watct & Sewer Uncs N of Gas E,ines ambinglNew Residential: P of Water Closers , Plumbi"g Repair -- Residential or Commercial _ xupancy type: Residential _ Comrttcrcial _ Industrial Instruction Type: It of Stories: 11 of Dwelling Units: , Flood Gonc: (F4:AIA form required ) ottt & 1'3x: udiag Cowpauy: I Idrrss: _ utk;agc l,cudtr: dress: c h itect/ E ngi Reel: C-untact Per suit State L.ict+tsc Number: l'huar. rhone' dress:.__. - ----- tag' ...._---. __ plication is hereby made to obtain a permit to do the work and installations as indicated. I cettity that uo work or insudhtion has contutwnced prior to tltc tattcc.of a pemtit and that all work will be performed to meet skmdarrt; ()fall laws rerutating coustnfction in this jutisdictiow 1 undclstand that a separate mit nittst be secured for ELECTRICAL WORK, PLUMBING. SIGNS, WELLS, POOLS, FURNACES, BOILERS, I IEA I ERS, TANKS, and t CONDITIONERS, ctc. JNER'S AFFIDAVIT: I cettity that all of the foregoing information k accurate and that A work will be done iu cutupli:urcc with a(( applicable laws regulaliug rstruction and zoning, WARNING TO OWNER: YOUR FAILURE TO RECOFu> A NOTICE OF COMME.NCFMF.N T MAY KESUt: f IN YOUR PAYING IICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND 1-0 OBTAIN FINANCING. CONSUL f Wt N( VOUK LENLA.K OR AN TOKNEY BEFORE RECORDING YOUR NOTICU OF COMMENCEMENT. 'TtCE- In addition to the requirements offfiis permit, there may be additional restrictions applicable to this property that may be luund in the public records of : county, anal there may be .ulditional permits required frotti other governmental entities such as wale( nlaaagcutctd district•;, state arcucics, of (cdcral al;cncics. ;eptaacc of MmAil {s�,veri -cation that I will notify the: owner of the of dw requirements of Florida Lien Law, FS 113. Slgtlatuic of Cou1tfactA)r/Agcfr( I I ( wacul gent'sN1(y `to �lgttaturc of Nota(y-State of Florida `-o y - • y i x' , o 9 . '•c, ,r.Ys mr' �"� •O� a Owned %CA t is Personalty Kaowtt to t4� Produced 11) 'KOVALS: ZONING: cial Couditiotts 0312006 UT[L: _ FD: ('rintContractor/AgenCs Natne Siynaknc of Notary -State of Florida Date Date Contractut'/Agent is Personally Known to M - or P171duCed (U BLUG:�. o (� A Code violations found during inspection are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004' FBC109.1 Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to verify structural adequacy NL 1. THIS STRUCTURE WAS DESIGNED IN ACCORDANCE WITH THE 2004 EDITION OF THE FLORIDA BUILDING CODE (F.B.G.). WIND LOADING DESIGNED IN AGGORDANGE WITH A5GE-"1 02,. 2. ALL MATERIAL5 AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER APPLIGABLE'LOGAL GODE5 AT THE TIME OF MANUFAGTURE. 3. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SGALED DIMENSIONS. 4. OUTSIDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS SHOWN BUT MEMBER SPACING SHALL NOT EXCEED LIMITS AS INDICATED. 5. LUMBER USED FOR CONSTRUCTION OF THIS BUILDING SHALL BE AS FOLLOWS. FLOOR J015.-5 2x4 S.Y.PY2 OR 5.Y.P. #3 12% TO 15% MOISTURE GONTENT 2x6 5.Y.P.##2 OR S.Y.P. #3 12% TO 15% MOISTURE CONTENT 6. ALL THE FOLLOWING LUMBER SHALL BE PRE55URE TREATED SKIDS, FLOOR JOIST AND %', T d G PLY WOOD FLOOR DECKING. T. RAFTER DESIGNED TO SUPPORT D.L..r L.L. = 30 P5F, 8. CUSTOMER A55UME5 ALL RESPONSIBILITY FOR DRINKING WATER FACILITIES WI EN NOT 5HOWN ON FLOOR PLAN. q. HANDICAP ACCESS TO BUILDING 15 FIELD INSTALLED AND SUBJECT TO LOCAL JUR15016-PION APPROVAL. 10. ALL ELECTRICAL, f I.V.A.G., ETC. SHALL BE IN 51-RIGT ACCORDANCE WITH ALL APPLICABLE CODES AND REGULATIONS. 11. SEISMIC PERFORMANCE EXPO5URE GROUP I. GATEGORY - A. 12, TIE -DOWNS SHALL MEEK THE REGlUIREMENT5 OF ALL. APPLICABLE CODES. 15. BUILDING 15 GLAS51FIED AS LIGHT COMMERCIAL STORAGE. 40 P.5.F. FLOOR LIVE LOAD. (NOT FOR HABITATION) M . ALL METAL. 5 TUD5 TO BE I8 GAUGE STEEL. 15. ALL ALUMINUM TO BE 5005-5105 ALLOY WITH 52,000 P51 MINIMUM YIELD STRENGTH. 16. ROOF SLOPE 5HALI- BE 3 TO 12 WHEN SHINGLES ARE APPLIED. ROOF SLOPE FOR METAL ROOFS SHALL MEET MANUFACTURERS REGOMMENDATION5. 1`1. ROOF ALTERNATE : O.OIq" ALUMINUM OVER PLYWOOD 5HEATHING MAY BE USED AS A METAL ROOF. 16. OPTIONAL EXTERIOR ROOF COVERINGS INCLUDE ALUMINUM OR 5HIN6LE5 OVER 51W PLYWOOD WITH 2 LAYERS OF 15 LB. FELT. Iq. FOR ROOFS WITH A SLOPE OF 2.0 TO 12 UP TO 4.0 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT APPLICATION IN AGGORDANGE WITH SECTION 1507.2.E OF F.B.G. 2004' 20. GALVANIZED STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS A MINIMUM OF 12 GAUGE (0.015 INGHE5) SHANKS WITH A MINIMUM 3/e" DIAMETER HEAD SHALL BE USED. FASTENERS SHALL BE LONG ENOUGH TO PENETRATE INTO THE SHEATHING 3/a" OR THROUGH THE THICKNESS OF THE SHEATHING. 21. OPTIONAL EXTERIOR WALL GOVERIN65 INCLUDE GORRUGATED ALUMINUM, MA5A ALUMINUM, 4" LAP ALUMINUM, 5/6" P.T. TI-II SIDING, VINYL SIDING WITH ENERGY BRACE BACKER, AND "PLEKO" STUCCO ON 5/8" DEN5E GLASS GOLD. 22. ALL DOORS SHALL BE OPEN ABLE FROM THE EGRESS 51DE WITHOUT USE OF A KEY. 25. DOOR 5HALI_ BE 2 1/4" .x 11/I6" ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM RIVETS. DOOR ATTACHED TO VERTICAL 2x4. OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS, GARAGE DOORS, 60" x -12" ALUMINUM DOOR, 30" AND 48" SINGLE DOORS, AND PRE HUNG STEEL DOORS. TYPE, SIZE, QUANTITY, AND LOCATION MAY VARY. 24. ALUMINUM WINDOW5 -• TYPE, SIZE, QUANTITY AND LOGATION.MAY VARY. 25. ALL GLAZING WITHIN A 24" ARCH OF DOORS WH05E BOTTOM EDGE 15 LE55 THAN 60 INCHES ABOVE THE FLOOR. AND ALL GLAZING IN DOORS 5HALL BE SAFETY, TEMPERED OR ACRYLIC PLA5TIG SHEET. 40� DIXON STREET SLUCTRICAL NOTES I. WHEN AIR GONDITIONING 15 INSTALLED IN THIS BUILDING, IT SHALL BE THE RE5PON51BILITY OF THE HVAG CONTRACTOR AND ELECTRICAL GONTRAGTOR TO VERIFY WIRE AND BREAKER SIZES FOR ACTUAL HVAG UNIT(5) INSTALLED ALL WIRING TO BE IN ACCORDANCE WITH THE NATIONAL ELEGTRIG CODE LATEST EDITION. 2. FLEXIBLE GONDUIT FOR LIGHT FIXTURES. 3. EACH CIRCUIT IS TO HAVE CONTINUOUS SOLID COPPER INSULATED GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAP. IN THE MAIN DISTRIBUTION PANEL. 4. EQUIPMENT GROUND BAR IN M .,IN DISTRIBUTION PANEL IS TO BE GROUNDED TO MINIMUM 10'-0" COPPER GLAD EARTH -DRIVEN ROD WITH GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. 5. ALL CONDUIT TERMINATION'S OF I" OR 'LARGER ARE TO HAVE PLA5TIG INSULATED BUSHINGS, 6. ALL ELEGTRIGAL WORK 15 TO BE IN AGGORDANGE WITH THE NATIONAL ELECTRICAL GODE (NEG), LIFE SAFETY GOD (NFPA 101), LATEST EDITIONS. 7, HVAG EQUIPMENT 5HALL BE PROVIDED WITH READILY ACCESSIBLE DISGONNEGT5 ADJACENT TO THE EQUIPMEN"f SERVED. AUNIT 5VIITGH WITH A MARKED "OFF" P051TION THAT 15 PART OF THE HVAG EQUIPMENT SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE OTHER DISCONNEGTING MEANS ARE ALSO PROVIDED BY A READILY ACCESSIBLE CIRCUIT BREAKER. 8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING RAI-ING OF THE. MAIN BREAKER MUST BE DE5I6NED AND VERIFIED A5 BEING IN COMPLIANCE WITH SEG. IID-q OF THE NEC, BY A LOCAL ELECTRICAL CONSULTANT. q. THE MAIN ELEGTRIGAL PANEL, FEEDERS, POWER HOOKUP TO BUILDING (INCLUDING ALL DISCONNECTS, OVER CURRENT DEVICES, PANELS, GROUNDING, ETC.) 15 DE5I6NED BY OTHERS, SITE INSTALLED, 5UBJEGT TO LOCAL JURISDICTION APPROVAL. 10. ALL WIRES TO 5WITGHE5 AND OUTLETS TO BE 412 THI-IN SOLID GREEN Gj G� !'IanAdc No. 7 n c 1SCIUI G' -------- STRUCTURAL NT: Approved By----•---- Ki�hardL. I311110cic fYlodular lfuildir�g 1'laus Lsauriuer i•lorida GCrUficaie I. ROOF ASSEMBLY TO BE 3 YY METAL STUDS AT 24" O.G.• WALL a lUD5 TO BE 3 1/2" METAL STUDS AT 24" O.G. TO 16" FIE16HT 2. FLOOR DECKING TO BE 5/8" OR 5/4" PLYWOOD, EXTERIOR GRADE, APPROVED FOR 24" O.G. SPAGING (SEE FLOOR FRAMING SHEET A -I). 3. ALL FASTENERS INTO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED FASTENERS. I I INSTALLED LL I T I I 4 AND STANDARD PANELROF SIDING To BE 2/U ACC.ESS!ORIES.NALL SIDING ELS OIq` TO BE 2 1/2" xNE25 NOTE THAT TH15 L15T DOES NOT NEGESSARILY LIMIT THE ITEMS OF WORK GORkUGATED, STEP DOWN PANELS, OR DOUBLE RIB PANELS .01-1" AND MA-fER1AL5 THAT MAY BE REQUIRED FOR A COMPLETE INSTALLATION. THICKNESS AND STANDARD PANEL ACCESSORIES. ALL SITE RELATED ITEMS ARE 5UBJEGT TO LOCAL JURISDICTION APPROVAL. I. THE COMPLETE FOUNDATION SUPPORT AND TIE -•DOWN SYSTEM. 2. RAMPS, STAIRS, AND GENERAL ACCESS 1-0 THE BUILDING. 3. ELECTRICAL SERVICE HOOKUP (INCLUDING FEEDERS) TO THE BUILDING. THESE PLAN5 WERE PE516NEO IN ACCORDANCE WITH THE 2004 FLORIDA BU I LD I N6 CODE A �yLR r�s; : Cl�i%r ,'r� �.6tr�tYi IETW r fadiVt,rc w dk�r. t c� rwi - G:di+rsaRa:u �"`i i fddrd a:.7C f (." " 91 tWirul 6'4110ef y , cU 1 ENT Plow d o-c S (;V1 D � AUow. fit orLni4 y 0�2� r}ppray.l iRr,1 ' e fpiiclYirl CW ttlie Upj•�a%err4 d a PERMIT. m4hvirx or Afpraex ruv l� v6gatxrda 4 tea ��irt•Latrr� sf e�i'S' '�' : • e fj� OiC] t �ik ndJc� CL 12Q:rk Q � O MSON CRITERIA (Fx 2004 I. WIND VELOCITY 150 M.1>� 2. WIND IMPORTANCE FACTOR�� 3, BUILDING CATE60RY 4. 5. hIND EXPOSUREr.. ;• INT. PRESSURE GOEFFIGIENT 6. ENCLOSURE GLA551FIGATION 1. GOMPONENT5 AND CLADDING � s - WALL LOAD (ZONE #4) -40.1 F5P (,; r•l c, ' - WALL LOAD (ZONE #5)-50.3r,P. l � - ROOF LOAD (ZONE #1) -55.3 - ROOF LOAD (ZONE #2) -55.5 P�F�,:. - ROOF LOAD (ZONE #3) -81; ;P5F 4 ; 8. FLOOR DE516N LIVE LOAD 15/125 FLUOR DE516N DEAD LOAD ` `� I P q. ROOF DE516N LIVE LOAD 20'i5 C?. c ROOF DESIGN DEAD LOAD 5 °JPW�J, r r'' 10. WALL DE516N DEAD LOAD 5 P �' ..... II. CONSTRUCTION TYPE V 1=31.". Y? Dll m 12. BUILDIN6 OCCUPANCY - LAM 5TORA9 %0 5-1 ,. ,.., C � < cSJ � � ►; , 15. THE CONTRACTOR MU5T COMPLY WITH THE LATE5T �6 p EDITIONS OF THE FOLLOWING CODES: o Q -- FLQRID,p,`'BUILDIN6 GODS - 2004 p'. ly � :FLORIDA MEGHANIGAL_ GODS - 2004 .- Q - FLORIDA PLUMBING GODS - 2004 ? - FLORIDA A66E55113ILITY CODE - 2004 - FLORIDA EXI5TIN6 BUILDING CODE - 2004 -• FLORIDA FUEL AND 6A5 CODE - 2004 LA f S REVI t - FLORIDA FIRE PREVENTION CODE - 2004 1. - - NATIONAL ELEGTRIG GODS - 2005 REV BY DATE: I MBR 11/2/05 MET L I i TABL SHEET NUMBER SHEET TITLE G-I COVER 5FIEET A --I FLOOR PLAN SECTION $ DETAILS A-2 ROOF FRAMING A-3 ELEVATIONS A-4 STANDARD WALL FRAMING A-5 TURNAROUND WALL FRAMING A-6 DETAILS ZI ADDED NOTE ABOUT AMENDMENTS TO BOTTOM OF TITLE BLOCK. /� ADDED TURNAROUND ROOF ELEVATIONS AND WALL FRAMING DETAILS AND UPDATE L� DETAIL NUMBERS AND SHEET GALL CUTS. CHANGED FLOOR LIVE LOAD TO-15/125. PE6EMBER 12th, 2005 AMENDMENTS FOR A THREE 5EGONl? GUST OF 150 MPH. 2 JDA 5/4/06 DATE: V/ 5/05 DRAWN BY: JDA GI EGKED BY: F5G 56ALE: NO 56ALE W.O. NO: 485-001-L SHEET �1 TO 50'-0' WINDOWS HEIGHT MAY VARY WINDOW LOCATION AND 3 1/2" METAL - GUANTITIES MAY VARY AND ARE BO-TTOM PLATE 2 OPTIONAL (TYP.) A-3 I O 4 A-3 I I OPTIONAL ELEGTRIG TO EAGH UNIT. 3 1/2" METAL / OWNER TO VERIFY LOGATION5 WALL STUD FIELD GONNEGT FROM EXI5TING (nP•) POWER 50URGl TO UNIT. _. 1 /� 50" MINIMUM FLOORPLAN I 3 60" MAXIMUM A 6 o 5GALE: 1/41' = 1'-0" A-3 A-3 �� 6-0HEIGHT i= DOOR LOGAYION - _ MAY VARY. I 5/8" OR 5/4" PLYWOOD FLOORING fE (SEE GHART 5 BELOW) SHALL BE 3 v U 5EGURED TO EAGH FLOOR J015T W2x SRAI� A-b cv V 6d NAILS AT 6" O.G. (TYP) u Ir Il u u I{ ,. ... I - J .,.! .!! It it. It •• (f II _:t 11 If Al / �. , .. I1 it ....._,. _.... ... .. ... -• II -„Il IF .. II ••• n f u-_. I n -.0 u - V— . I I -• I I I. ' l l I - I I I I 11' II I! II If It - ,I II II 1. 1 II - --- If II 1 90.1 ,?")nQ =0AMINJill� ELECTRICAL SYMBOLS p DUPLEX KEGEPTAGLE 120V I N INGANDESGENT LIGHT >� WITH 1-60W BULB CI JUNGTION BOX SWITGH WP WEATHERPROOF c 5WITGH WITH REGEPTAGLE R OUTLET 120V 1 N NOTE: ALL ELEGTRIGAL EaUIPMENT 5HOWN 15 0 OPTIONAL AND LOGAfION5 MA�RY. ALL ELEGTRIGAL OUTLETS SHALL DE GFGI IN AGGORDANGE WITH ARTICLE -�, 1210.8(A)(2) NEG-02. Q � N O Q Q CV iy HURRICANE CWPS RIMUIRWD FROM RIM J015T TO SKID AT 150 MPH FRAMING AT Ib" OG GLIP5 (2) - 1-13 (2) - F15 NOTE: GLIP5 SHOULD BE 51MP50N OR EG2UAL. ONE TYPE OF FASTENER MAY DE USED _SCALE: N: r.5. !n O mpp In `C� d ■ :tt <r p's [Q V" ry .F4 7rr- �k c V — < `rid 6 ry N A. �• I Try•- � ry 3 1/2" METAL— 3 1/2" METAL — 4 ROOF RAFTER WAIL BRACING rr ,•: "}`:'av':, O �4_ v v - 3 I/2 ME rAl_ WALL STUD 3 1/1 METAL o I-IEADER ,n s J .,, .. 1 I 'I PLYNOOD— FLOORING U °v Lu � � jA�!1Ml`NUR, 4xb P: T. P: r. 2x FLOOR r 5 (P 12 J0151 5EE s °°SJ�I ..... SKID CHART 5 THIS END WALL SHEET J.,i` 5M TION 56ALE: 1/4" = 1'-0" i. N C 4x6 5YP#2 P.T. 5KID5 WITH 1 1/2" WIDE 11/2" DEEP NO'rGHES AT 16" O.G. ` , \ i% c <,, ENTIRE LENGTH OF 5KID5 TO AGGOMMODATE FLOOR J015T5 Q G 5GALE: 1/411 - 1'_0"EK L04YOU I 1 3 ��1C, �( G� 12" LAP 5PLIGE FASTENED WI"rl I (6) - 5/16" x 4" LAG SGREWS ON OU'l 15 P5= LIVE LOAD 5YP #2 125 P5F LIVE LOAD 5YP #2 15 P5F LIVE LOAD 5YP #2 SIDE AND (3) 5%(6" x 4" LAG 5CREW5 IN51DE G> WIDTH JOISTS A B WIDTH J015T5 A 8 WIDTH JOISTS A 13 G 6'-0" 2x4 AT 16" O.G. * 14.5" 45" 6-0 2x4 AT lb" O.G. 14.5" 45" 13'-8" 2x6 AT 16" O.G. loll 5011 b4ll n n u u I u u 11 " - IL 8 -O 2x4 AT 16 O,G. * 6 84 8 -O 2x6 AT 16 O.G. 6 84 TYP. SKID NUTGH AND SPLICE I i50 i IC - r 1 " 6 AT 16" O.G. �` "` lb" 84" 10'-0" 2x6 AT .16" O.G. lb" 84" 125 P5E LIVE LOAD 5YP #2 _ 2 Z W 5GALE: N.T,5, IOI'-8" 2x6 AT 16" U.G. 261 84" I I'-8" 2x6 AT lb" O.G. 28" 8411 WIDTH J015T5 A B G r c f g U 0l 1- j C = 131-8" 2x8 AT 1611 O.G. 4011 84" 13'-8" 2x8 AT 1611O.G. 40" 5411 13'-8" 2x8 AT 16" O.G. 10" 30" 84" p _i v 2x P.T. RIM J015 f App MAi It v_� ~ < 6 -O UNIT MAY USE 2x4 5YP #3 ttic>>ard T,. 6Suuoc►c z * # THESE UNITS MAY USE 2x6 5YP #3 SEE CHAR f 5 THIS Modular asuilding Plans Examiner lelurida certificate M ' I < S EET w -..► cv NOTGH OR DADO 1 1/2" WIDE x 1 1/2" y a- LU D DEEP AT 16" O.G. FOR FLOOR _1015'r� j tt ENTIRE LENGTH OF SKID to (3i II li�lll� 1 ! l� l,f� I!I Il i II cJ - c -A A /f� B �/ A A A B G �� B�_�A _ sn N �L • j `t - ! WIDTH WIDTH V QO SEE DETAILS _ to -� or 4/A-6 AND WA-6 SKID " ' w v Q w CHART DETAIL 5GALE: 1/4" I'-0" - 5GALE: N.T.5. Q I� �I THESE PLANS MRE DE510NED IN ACCORDANCE WITH THE 2004 PLORIPA BUILDING GODS YV DEGEM13ER 12th, 2005 AMENOMENT5 FOR A THREE 5EGOND GUST OF 150 MPH. ►- 2x BRAGE BETWEEN L- 2x FLOOR J015T5 SKIDS AT t 14'-O" OR SEE GHART 5 AT UNIT MIDPOINT BELOW FOR 51ZE5 6-0" TO 50'-0" U) Wlu Q Cl < WSJ < r p n �°1 REV BY DATE I MBR 11/2/05 2 MOR 12/14/05 3 JDA 5/4/06 DATE: q/23/05 DRAWN BY: JDA GHEGKED BY: F5G : 5GALE: A5 NOTED W.O. NO: 465-001-L SHEET 3 1/2" METAL ROOF <" BRAG ING FASTENED WITH (2) - #10 SELF DRILLING GRABBER 5GREI^I5 (1) INTO EAGH' FLANGE 3 I/2" ME-rAL ROOF RAFTER 2 1/2" x 1/2i1 CORRUGATED ROOF GOVERING #p SELF DRILLING GRABBER 5GREW5 AT 10" O.G. 2 1/2" x 1/2" GORRUGATED ROOF COVERING FASTENED WITH it8 SELF DRILLING GRABBER SGREWS AT 101, O.G. 151-b" 21-0" 1 21-011 n ROOF 1 FRAMING SGALE: 1/2" = I'-0" RAFTER 2r�0--...• .ic2 ----- -� --rig--------- WIT{I (2) 41t0 SELF DRILLING GRABBER ROOF 5GREW5 (1) INI EACH P AM IN FLANGE 56AL.E: 1/2" THE5E FLAlN5 NERE DE51 GNED IN AIGGO ANGE w I TH THE 2004 FLORIDA BU I LD I NCB CODE IN/ DEGEMBER 12th, 2005 0 " ppri( J 41 .• i ♦ `I ,u '✓ f o' :.• 7 . U' 9 5161106 1'lun Nur c_ ---- t)atl'' Ufa rlpprovcd liy--------��ii1 �. kiulloc►t Modular 1Si�ildiag flan;; ['%Xutuiiier F'luridu Ccrliticuic PLANSI CITY OF SANFORD ADDED NOTE ADOU'r AMENDMENTS TO BOTTOM OF TITLE DLOGK. AI NO GHAN6E5 AMENDMENTS FOR A THREE 5EGOND 6U5T OF 150 MPH. v in O .a�• O sf ILA C._. r rvl� q < ry CV a Q a � * u tom-• I m 2 Q� a } � 4 Yf 6 �J� ,.a BY . _ DATE I MDR II/2/05 2 JDA 5/4/06 DATE: q/23/05 DRAWN BY: JDA GHEGKED BY: F5G 56ALE: A5 NOTED KO. NO: 465-001-L SHEET A ow 2 ALUMINUM BASE TRIM 4x(g P.T. - SKID SEE 5HEET A-5 FOR SIDE AND ENDWALL SECTIONS .l \P N �O� O 03 Q) ilQ Q v < ry � rry- .�PON51ZEAND Q _ ..__. DETERMINED T BY.; r :. 9 a OWNER _ m • r TURN AROUND ROOF 56ALE. 1/4 I O 2 I/2" x 1/2" u� z CORRUGATED OR 5fEP- z .,`,'.'•^;,a. DOWN WALL GOVERING":'a'�a• ' ZJ :vF). ,, FASTENED WITH #8 5EUf .;" �� " v DRILLING GRABBER p� '\ 5GREW5 AT 12" O.G. (' •'° --s `' ` ."C.i� c �n ' � d D oG t) ENT GORRUGATED ROOF GOVERING FASTENS ',':r1 •__ ;; �� WITH 10 SELF VARIES A-b < J DRILLING GRABBER .> "(� % , •f/� 5GREW5 AT I U" O.G. �, ;i;�` •w ri_ �::i: j� ALUMINUM BASE TRIM 4x6 P.T. 2 1/2" x 1/2" 4x6 P.T,— ALUMINUM DOOR 2 I/2" x I/2" 5YP #2 CORRUGATED OR LAP 5YP #2 SIZE AND LOCATION GORRUGATED OR LAP SKID SIDING WALL COVERING SKID DETERMINED BY 510IN6 WALL FASTENED WITH #6 SELF OWNER COVERING FASTENED DRILLING GRABBER WITI-I 4b 5ELF 5GREW5 AT 12" O.G. ELEVATION DRILLING GRABBER ►/�, I,,o, 1 SCALE: 1/4 ;� P-O0- 5GREW5 AT 12" U.G. SEE SHEET A-•4 FOR SIDE AND ENDINALL SECTIONS PLANS c y ADDED NOTE ABOUT AMENDMENT5 1-0 BO-J TOM OF TITLE BLOGK. ADD TURNAROUND ROOF ELEVATIONS AND UPDATE DETAIL NUMBER5 AND 5HEET GALL OUT5 THESE PLAN5 WERE OF-516NED IN AGCORDANCE KITH THE 2004 FLORID BUILOINCG GOPE RN/ PEGEMBER I2th, 2005 AMENDMENTS FOR A THREE 5EGOND GUST OF 150 MPH. r.. O REV BY DATE I MBR II/2/05 2 1 JDA 5/4/06 DATE: N/23/05 DRAWN BY; JDA GHEGKED BY: F5G 5GALE: AS NOTED W.O. NO: 4r35-001-L 5HEET A am 3 6 �ql I Ili 3 1/2" METAL. HEADER 3 1/2" METAL ROOF 5 I/2" METAL ROOF— 3 1/2" METAL WALL 3 1/2" METAL FASTENED WITH (2) - BRAGING FA5TENEP W/ RAFTER SEE BRAGIN6 FASTENED WITH "FOP PLATE #10 SELF DRILLING (2)-#10 SELF DRILLING GHART THI5 SHEET (2) - #10 SELF DRILLING 3 1/2 METAL WALL 3 1/2" METAL J GRABBER 5GREW5 (I) GRABB)^R 5GREW5 (I) FOR FASTENING TO GRABBER 5GREW5 (I) INTO STUD FASTENED W/ TOP F LATE INTO EACH FLANGE ._.... _. _..... _ .1 - E G A . _ INTO A .H .FL . RO.E ;::.::..... TOP PLATE _ _... EAGH FLANGE _ _ (2) #10 SELF DRILLING _ ._ .. .. ..... ,.. c .... , GRABBER SGREWS - .::. _.....,:_ ........ _ :.. _ INTO EAGH FLANGE _ AT RUNNERS 3 1/2" METAL LATERAL IVARIE5BRAGE FASTENED WITH TYP. (2) - #10 SELF DRILLING _ - GRABBER SGREWS (1) 4'-O" 0 INTO EACH FLANGE 3 1/2" METAL BOTTOM PLATE HILTI KWK BOLT MIN. 1/2" W/ 5 1/2" EMBEDDED IN O THE GONG. AND 1 3/4" m MIN. EDGE 015TANGE AT L Yrnr l I7 l Ihj 4x6 P.T. P.F. 2x RIM 3 I/2" METAL LATERAL 3 I/2" METAL WALL 24" 24" 3 I/2" METAL Ir� f 5YP #2 :1015F SEE BRAGE FASTENED W/ STUD FASTENED W/ BOTTOM PLATE SKID GHART 5/A-1 (2) - #10 SELF DRILLING (2) -- #10 SELF DRILLING FASTENED WITH GRABBER 5GREW5 GRABBER 5GREW5 5/16" ( x 4" LONG = X (1) INTO EAGH FLANGE (1) INTO EACH FLANGE AT RUNNERS LAG SGREW AT 16" 51DE hAyLLL O.G. INTO FLOOR - q� I I JOIST SCALE: 1/4" = �11-Vl 3 1/2" METAL ROOF RAFTER 3 1/2" METAL WALL STUD FASTENED WSEE GHARTTH15 15 SHEET FOR (2) - #10 SELF DRILLING GRABBER 5GREW5 FASTENING TO TOP PLATE (1) INTO EAGH FLANGE AT RUNNERS 3: 12 �1 3.15 3 3 1/2 METAL LATERAL BRAGE FASTENED WITH - (2) -- #10 SELF DRILLING GRABBER SGREWS (1) INTO EAGH FLANGE o 3 1/2" METAL ROOF - RAFTER SEE GHARTTH15 SHEET FOR FASTENING TO "FOP PLATE 3" 3 1/2" METAL LATERAL BRAGE FASTENED WITH - (2) -- #10 SELF DRILLING GRABBER 5GREW5 (1) INTO EAGH FLANGE 3 1/2" METAL- 130-FFOM PLATE _ T NIL"FI KWK BOLT MIN. I/2" W/ 5 1/2" EMBEDDED IN O I THE GONG. AND 1 5/4" ct� MIN. EDGE DI5TANGE AT 3 1/2" METAL 16" O.G. WALL BRAG I NG _ FASTENED WITH P.F. 2x RIM 24Vj ' (2) - lklU SELF DRILLING J015T SEE TYP. I GRABBER SGREWS I I ( I J. (1) INTO EAGH FLANGE 4x6 P.T. GHART 5/A-1 3 I/2 METAL BOTTOM PLATE _ 11i , II 5YP 42 FASTENED W/ 5/I6"(D x 4" LONG 0 z_ SKID END WALL 9� I LAC) 5GREW AT Vol' O.G. INTO RIM J015T -' 3 1/2" METAL ROOF 3 1/2" METAL HEADER FASTENED W/ FTER SEE GHART TH15 3 1/2" METAL WALL 5TUD 5 1/2" METAL HEADER (2) - 410 SELF DRILLING GRABBER SHEET FOR FASTENING FASTENED W/ (2) - #10 SELF FASTENED WITH (2) - 5GREW5 (1) INTO EAGH FLANGE TO TOP PLATE DRILLING GRABBER 12 5GREW5 GRABBER SGREWS #10 SELF DRILLING 3 1/2" METAL WALL 5A5 GRABBER 5GREW5 (1) BRAGING FASTENED W3" (I) INTO EACH FLANGE INTO EAGH FLANGE (2) - 410 SELF DRILLING --'-" 3" 3 1/2" METAL HEADER 3 1/2" METAL ROOF 3 1/2" METAL— 3 1/2" METAL WALL FASTENED WITH (2) -- BRAGING FASTENED W/ ROOF RAFTER SEE BRAGIN6 FASTENED WITH #10 SELF DRILLING (2)-#10 SELF DRILLING GHART TH15 5HEET (2) - #10 SELF DRILLING GRABBER 5GREW5 (1) GRABBER 5GREW5 (I) FOR FASTENING GRABBER 5GRENS (1) INTO EAGH FLANGE INTCL EAGH.FL , N E TO TOP PLATE INTO EAGH FLANGE I%Il , I,� 1 f 1 CC�f II -II --"I N( p 5 FY O o v I n� III ' MONOLITHIC GONG. FT6• ill:: iil Ill�il��'tllr , W/ 2-#5 5 GOUT. (TYP.) ®i 3 1/2" METAL WALL STUD FASTENED W/ (2) - #10 SELF DRILLING GRABBER 5GREW5 (1) INTO EA611 FLANGE AT RUNNERS 12 i 3.15 3 24' 111 ... _ ..._ ...._...w ... �, . ,._....., --- III # IN i it III I II III II. \ i IIL. III MONOLITHIG GONG. FTC, I III III I III II I i : W 2455 GONT. (TYP) -� END WAIL A I NGo,: SCALE I/4 I rr, f 0 �! 1' cn0 SIDE WALL FRAMING U45GALE: 1/4" 1'-0" 3 I/2" METAL WALL tit BRAGING FASTENED it ��'�� i WITH (2) - #10 SELF r �b� DRILLING GRABBER )`�� SGREWS (1) INTO EAGH : O R op /� q� .fir �q,,-,=• F V) WIDTH 5PAGI NCB OF `i �,t �X_. HINH TRAXX/I 6'-0" -1.5" 8'-O" 1.5" O.G. 10'-0" 6" O.G. II' -bit 5" O.G. 5 1/2" METAL WALL STUD FASTENED W/ (2) - #10 SELF DRILLING GRABBER 5GREW5 (1, INTO EA61-1 FLANGE AT RUNNERS 12 1 CHART gyp, of 5co1�' — llale Aj)jWovcd liy liiclrird L. itullock Njodalar l3ailding plans Examiner Vlovida Ce'Affiiculc -' -I' 13 GRABBER 5GREW5 (1) �_ 3 1/2" METAL WALL INTO EAGH FLANGE - -- BRAGIN6 FASTENED 3 1/2" METAL LATERAL WITH (2) - #10 SELF BRACE FA5TENED WITH - I DRILLING GRABBER (2) - 010 SELF DRILLING i ! 5GREW5 (1) INTO EAGH GRABBER 5GREW5 (1) O I _ o FLANGE INTO EACH FLANGE 0 3 1/2" METAL o - �p BOTTOM PLATE HILTI KWK BOLT MIN. 1/2" W/ 5 1/2" EMBEDDED IN O THE GONG. AND 1 5/4" p m i MIN. EDGE D15TANGE AT I a� 77 P.T. 2x RIM2411 i' ^ III_ .._.. IIL 11 24 ill: 1 II III tl I ::I11 .IlL .Il 4x6 P.T. J015T SEE 3 1/2" METAL - ' !I II III MONOLITHIG GONG. FT6. 1 I li " III I 5YP #2 GHART 5/A-I TYP. BOTTOM PLATS # I III ..I I I LI ii I.:LI I III 11111,1 I II t I I 1 SKID 11 �, � I' I I; :, 1 16 W/ 2- 5 5 GOUT. (TYP.) END WALL II-011 # , . AI I IN ` � �M IN Q ADDED TITLE BLUG BOUT AMENDMENTS TO BOTTOM 5GALE: 1/4" = 1'-0" 5GALE: I/4" i'-0" 0 UPDATE DETAIL NUMBERS AND SHEET GALL OUTS THE5E PLAN5 1NERE PE516NED IN AGGORDANGE WITH THE 2004 FLORIDA BUILDING DOPE IN/ OF-GEMBER I2th, 2005 AMENPMENT5 FOR A -THREE 5EGON7 (5UST OF 150 MPH _ sa rn O B-_ A m'_ZL a_ -4- 1- O o� c m m cs W N a r r IIKK SAS} v Qz o� NO PNFE RED/ DY I MDR 11/2/05 2 JDA 5/4/06 DATE: 9/23/05 DRAWN DY: JDA GHEGKEV BY: F5G 5GALE: AS NOTED W.O. NO: 485-0OI-L SHEET L 3 1/2" METAL HEADER FASTENED WITH 3 1/2" METAL HEADER FASTENED WITH 3 1/2" METAL ROOF (2) - #10 5ELF DRILLING GRABBER 3 1/2" METAL ROOF (2) -- #CIO SELF DRILLING GRABBER RAFTER SEE CHART TH15 SCREWS (12 INTO EACH FLANGE RAFTER SEE CHART THIS _ SGREI^15 I INTO EACH FLANGE SHEET FOR FASTENING SHEET FOR FASTENING TO TOP PLATE 12 TO TOP PLATE 12 3 1/2" METAL WALL 3 3„ 3 1/2" METAL WALL BRAGING FASTENED WITH BRAGING FASTENED WITH 3 (2) - #10 SELF DRILLING (2) - #10 SELF DRILLING - GRABBER 5GREW5 (1) INTO GRABBER 5GREW5 (1) INTO EACH FLANGE — EAGH FLANGE 3 1/2" METAL LATERAL j -"'�, 3 1/2" METAL LATERAL` j BRACE FASTENED WITH 1 Q BRACE FASTENED WITH (2) - #10 SELF DRILLING 1 - - } (2) - #10 SELF DRILLING - } GRABBER 5GREW5 (1) I ni �i GRABBER 5GREW5 (1) O INTO EACH FLANGE I INTO EACH FLANGE: 3 1/2" METAL WALL STUD 3 1/2" METAL WALL STUD -- - - FASTENED W/ (2) - #10 FASTENED W/ (2) - #10 `' U SELF DRILLING GRABBER m SELF DRILLING GRABBER 5GREW5 (1) INTO EAGH 5GREW5 (1) INTO EACH FLANGE AT RUNNERS FLANGE AT RUNNERS � _ �^ A NOLITHIG GONG. FTG. 24 III f1'LIQ - III III 4x6 P.T. 5YP 24 P: r. 2x RIM 3 J/2" METAL BOTTOM II I I is NP• l l l =:1! 1 I I I, rT #2 SKID i I I L I I i-#5 5 CONT. (TYP.) NP PLATE FASTENED WITH HILT I i I _� I I; III I y JOIST SEE CHART 5/A I KWK BOLT" MIN. 1/2 W/ 5 , 551�11PE HALL 1/2" EMBEDDED IN THE 51DE WALL GONG. AND 1 3/4" MIN. EDGE DISTANCE AT I6 O.G.`�; SCALE: I/4 - 11-011SCALE: I/4 I -O � U ' "' � i `-' ;' ,- ,° +.,. •' 3 1/2" METAL HEADER 3 1/2" METAL ROOF 3 I/2" METAL ROOF �J4�� ✓ �� A; 3 i/2" METAL HEADER 3 I/2" METAL ROOF 3 I/2" METAL ROOF � y, '� FA5TENED WITH (2) - RAFTER SEE CHART BRAGING FASTENED W/ FASTENED WITH (2) - RAFTER SEE CHART BRACING FASTENED W/ #10 5ELF DRILLING TH15 SHEET FOR (2)-#10 SELF DRILLING #10 SELF DRILLING THIS SHEET" FOR (2)-#10 5ELF DRILLING 3 i/2" METAL - GRABBER 5GREW5 (I) FASTENING TO TOP 3 I/2" METAL GRABBER 5GREW5 (1) FASTENING TO TOP TOP PLATE GRABBER SCREWS (I) TOP PLATE GRABBER 5GREW5 (U O EACH FLANGE PLATE . ___.. ATE INTO EACH -LANGE INT INTO EACH LANCE INTO EACH FLANGE 3 1/2" METAL WALL 3 1/2" METAL WALL BRAGING FASTENED -- — - -- - - -- BRAGING FASTENED ITH (2) - #f0 5ELF�� WITH (2) - .#110 SELF W ..� .._.. ..... _.:. ._ _. ....... .... ...... ...:.�.. ,. ° \ i �y C DRILLING GRABBER DRILLING GRABBER 5GREW5 (1) INTO EACH SGREW5 (1) INTO EACH FLANGE VARIES_ VARIES TYP. FLANGE TYP. 3 I/2" METAL LATERAL _ 3 I/2" METAL LATERAL BRACE FASTENED IN (2) BRACE FASTENED W/ (2) y' t <4V - #10 SELF DRILLING _ o - #10 SELF DRILLING GRABBER 5GREW5 (1) Q GRABBER 5GREW5 (1) INTO EAGH FLANGE - — O INTO EAGH FLANGE^- 3 1/2" METAL WALL _ 3 1/2" METAL WALL _ DOG STUD FASTENED W/ (2) - �? 5TUD FASTENED W/ (2) #10 SELF DRILLING m MO SELF DRILLING GRABBER 5GREW5 (U GRABBER 5GREW5 (U _ '� n u' is INTO EACH FLANGE AT INTO EACH FLANGE A '� I I.` ,,._ .. _ ..... III �.. Iil;,�ll.l ( RUNNERS RUNNERS �;: I i MONOLITHIG GONG. FTG / ,) 24 P.T. 2x RIM 4x6 P.T. 5YP '' , III...il W/ 2-115' GONT. (rYP) :III, ! .. - , �: 3 1/2" METAL BOTTOM TYP. J015T SEE #2 SKID 3 1/2 METAL BOTTOM - i I I I, ; 111 • T i P- 1 _U :I L .:I I,i_ I i ' c \�: �) S j PLATE FASTENED WITH CHART 5/A-1 PLATE FASTENED WITH HILTII O z 5/16" (P x 4" LUNG LAG END WALL KWK BOLT MIN. 1/2" W/ 5 END WALL -! =- SGREW AT 16" O.G. INTO 1/2" EMBEDDED IN THE FRAMING FLOOR JOIST „ _ „ GONG. AND 1 5/4" MIN. „ _ d G Plan in NJ ��l L SCALE: i/4 - I -O EDGE DISTANCE AT 16' O.G. � Approved By � - Richard '. Bullock 3 1/2" METAL HEADER 3 1/2 METALROOF 3 1/2" METAL ROOF 3 1/2" METAL HEADER 3 1/2" METAL ROOF 3 1/2" METAL ROOF Modular Building 111ans Examiner 111orida Certificate 2VIV0 I FASTENED WITH (2) - RAFTER 5EE CHART BRAGING FASTENED IN FASTENED WITH (2) - RAFTER SEE CHART BRACING FASTENED W/ 1110 SELF DRILLING THI5 SHEET FOR (2)410 5ELF DRILLING #10 5ELF DRILLING TH15 SHEET FOR (2)-#10 5ELF DRILLING 3 1/2" METAL - GRABBER 5GREW5 (1) FA5TENING'TO TOP 3 I/2" METAL -- GRABBER 5GREW5 (I) FASTENING TO 'FOP c, (I) TOP PLATE LANCE GRABBER 5GREW5 (U TOP PLATE INTO GRABBER SGREW INTO EAGH FLANGE PLATE INTO EACH NTO EAGH FLANGE PLA"1"E - INTO EACH LANGE 3 1/2" METAL WALL _.. _ ......... 3 1/2" METAL WALL BRAGING FASTENED _.... __. BRAGINC7 FASTENED WITH (2) - #10 SELF __. .......,.... WITH (2) -• #10 5ELF DRILLING GRABBER DRILLING GRABBER 5GREW5 (1) INTO EAGH 5GREW5 (1) INTO EACH FLANGE ---- VARIES FLANGE TYP. 3 1/2" METAL LATERAL - 5 1/2" METAL LATERAL BRACE FASTENED W/ (2) 4'-011 BRACE FASTENED W/ - #10 SELF DRILLING - - #10 SELF DRILLING GRABBER 5GREW5 (1) GRABBER 5GREW5 (1) INTO EACH FLANGE — Q INTO EACH FLANGE 3 1/2" METAL WALL 3 I/2" METAL WALL STUD FASTENED W/ (2) - O STUD FASTENED W1 (2) 1110 SELF DRILLING m 410 5ELF DRILLING GRABBER 5GREW5 (1) GRABBER 5GREW5 (1) INTO EACH FLANGE AT INTO EACH FLANGE A RUNNERS 241: ef FII.T. 2x RIM 4x6 P.T. 5YP RUNNERS i. 3 1/2" METAL BOTTOM Typ. JOIST SEE #2 SKID 3 1/2" METAL BOTTOM PLATE FASTENED WITH GHART 5/A-I PLATE FASTENED WITH ROOF RAFTER TO TOP PLATE PA5TONING W I PTH SPAG I NG OF Y4-14 x 5/q." HWH TRAXX/1 50REW5 6'-0" 7.5" O.G. 8'-0" -1.5" P.G. 10'-0" 6" U.G. 5" U.G. SCALE: N.T.5. a RI 5/16" (P x 4" LONG I_AG END WALL KWK BOLT MIN. 1/2 W/ 5 END WALL "� ADDEDc T SGREW AT v, O.G. INTO I 1/2 EMBEDDED IN THE FRAMING Q BOTTOMOFTITLE BLOCK. NDt✓IENT� TO FLOOR J015T SGAI E: I/4" = I'-O" GONG. AND 1 5/4" MIN. Z SCALE: I/4" = I'-o" ADD TURNAROUND ROOF WALL FRAMING AND EDGE DISTANCE AT 16 '0.G. UPDATE DETAIL NUMBERS AND SHEET GALL OUTS THESE PLANS, SERE DE516NED IN ACCOR 7ANGE NI TH THE 2004 FLORIDA BU I! PING GORE N PEGEMBE.R 12th, 2005 AMENUM NT5 FOR A THREE: 5EGOND 6U5T of 150 MPH. _ vvz VARIE TYP. O CO 1Z CO_ 717 ! MONOLITHIC GONG, FTG III ll W/ 2-#5 5 GONT. ("TYP.) Ill; ,i�l: lil 1'-01' HIL-rI �ka:x o <�d �3 cl o- N Cl F LEI p _ VL o �° QV Nz � � P Q 43 Z REV BY DATE I MDR II/2/05 2 -IPA 5/4/06 DATE: c1/23/05 DRAWN BY: JDA GHEGKED BY: F5G 56ALE: A5 NOTED W.O. NOI 485-001-L __ ---___ - -- 5HEET A I= � ADD SHEET r, PI #10 SELF DRILLING GRABBER SGREWS (1) 5GREW INTO EACH FLANGE SEE CHART I/A--4 OR A-5 FOR FA5TENING TO TOP PLATE 3 1/2" METAL WALL STUD 3 1/2" METAL BOTTOM PLATE \� 5/16" x 4" LAG 5GREW 16 O•G, AGRO55 51DE � END WA1_1_5 INTO 2x6 GRO55 MEMBERS f® SCALE. I I/2 I D (2) —: #10 SELF DRILLING GRABBER 5GREW5 (1) INTO EAGH / FLANGE 3 1/2" METAL 3 1/2" METAL GRO55 BRACE WALL STUD 3 1/2" METAL ROOF (2) — #10 5ELP RAFTER DRILLIN6.6RABBER SGREW5 (1) INTO EACH FLANGE 3 1/2" METAL LATERAL BRACE 4x6 P.T. — \-- P.T. 2x FLOOR 5YP #2 JOIST 5EE SKID CHART 5/A--1 SECTION FULL" WID"rH FLOOR J015T (FRONT HEADER) 5EE CHART 5/A-1 #10 SELF DRILLING GRABBER 5GREW5 (1) I 5GREW INTO EACH FLANGE Il ' 5/16" x 4" LAG 5GREW BEl'WEEN 5 PIECE SKID5 16" O.G. AGR055 SIDE 0 0 ;�t— 1' 4 END WALL5 INTO 2x6 HEADER RIM J015T (2) - 5/16" x 4" LONG 2x HEADI LAG SGREN THROUGH CONTINUOUS 51 ': I �11,1, RIM INTO SKID (1) 2x4 5YP #2 t�, CHART 5/< BOTTOM 51MP50N HEADER i;I tii{' H-3 OR H-5 4x6 P.T, 5YP #2 SKID (5) PIECE HEADER ATTACHED TO 5KID5 (TYP. FRONT $ REAR OF UNITS) 1003 3 1/2" METAL BOTTOM PLATE 3 1/2" METAL WALL STUD 3 1/2" BOTTOM PLATE CONT. 3/4" FLOORING I (PLY OR 2x FLOOR J015T5 5EE CHART 5/A-1 2x BLOCKING BETWEEN 5KID5 5EE CHART 5/A-1 4x6 P.T. 5YP #2 SKIP BEYOND 2x4 5YP 42 FLAT BELO!ll DOUBLED. 2x'5 3'4" PLYWOOD DEGKINO HURRICANE GLIP5 SEE CHART I ON SHEET A/I �— 4x6 P.T. 5YP #2 5KID SCALE: I i/2" I'-•0" ;z• r'' 4;;> _ �, .. 3�'2 METAL BOTTOM r r-T 3 I/2° METAL WALL PLATE ATTAGI IED W/ 5TUD FASTENED HILTI KWK BOLT MIN. 1/2 WITH (2) #10 SELF vl�e W/ 5 I/2" EMBEDDED IN DRILLING GRABBER THE GONG. AND 1 5/4" SGREWS (1) INTO MIN. EDGE D15TANGE AT EACH FLANGE 16" O.G. MONOLITHIC GONG. FT6. "per W/ 2—#5'5 GOUT. (T(P.) L ! y ci) (j III.... IL! I ) I Iw �.. � I I ::I I i :.�' Ocooc,e,•=``'•::• 1:7.7► III " ' I I;. 4�r •I I I ` Q,1,v, SECTION ro) 5GALE: 1 1/2" = 1--0" [/3 1/2" METAL 3 1/2" METAL WALL BOTTOM PLATE STUD FASTENED WITH FASTENED WITH (2) — #10 SELF DRILLING 5/161( x 4" LONG GRABBER SCREWS (1)LA6 SC.P,EW AT 16 INTO EACH FLANGE O.G. INTO RIM JOIST — GA• x 1-1/4" WIDE 5rRAP N FROM ANCHOR UP WALL 5/4" — STUD AND FA5TENED TO THE FLOORING STUD WITH (q) — #10 SELF (PL( OR T46) DRILLING GRABBER 5GREW5. FIN15FI 17777777ltRADE �. ►� ICI III:. III ,,III �'��.�.Jb�,jU ,I I -III l.�c�ittd it•Iliullnc►c Moduljr liufl�l�ngk7o►idu i ertiilcx(e �3M1' 1 3 LANREVIEWED CITY OF SANFORD SECT ION,- ADDED NOTE ABOUT AML—NDMENT5 TO SGAL E: N.T.S. 5GALE: 1—I/2 I O SGALc: I I/2 — I o� BO r rOM OF TITLE BLOCK. /! UPDATE DETAIL. NUMBERS AND SHEET GALL OUTS THE5E PLAINS INERE VE516NED IN AIGGORDANGE WITH THE 2004 FLORIDA BUILDING CODE W/ PEGEMBER 12th, 2005 AMENOMENT5 FOR A THREE 5EGOND GU5T OF 150 MPH. N cs -,A :NH IS) ^ IS) �• dJRD mot- O .jK U v _ v N N ,gyp �z Q � � t � Q ry ti � vlu L_ = I (l �l REV BY DATE I MBR II/2/05 2 JDA 5/4/06 DATE: g/23/05 DRAWN BY: JDA GHEGKFD BY: F'56 5GALE: A5 NO -FED W.O. NO: 485-001-L