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HomeMy WebLinkAbout09-8797 (2) ry Tor?,,u mmplp with o1�A _ ' iii __ __ __ __ ! PM 41d.8Md. _1 "d An and.d�p,d Ca<!n m1 40 DIXON STREET , ,vdxr%p-.u'•++�'yf7��'� Not YIDLI , GEOR a GIA 30474 ��n APPROVED" �rF���t�)r ._¢.._ DOCUMENT] Pk+r LG3L t= AQpv:.f of ehb Pxsucci dw cat V J h Mry1 ry (� +T Aecl+++u of Apysan�) V Z 1 AN Fcum�s«q�crxav of%pp6a�f "j PL IL SINGLE WIDE - 130 MPH WOOD GON5TRUGTION U v� W oG DEBICN CRITERIA 002X4 CAS o I. WIND VELOCITY 130 MPH, 2. PW WORTANGE FACTOR 0.11 = , )) o t--1 Z ►'- OPMERAL NOTES ELECTRICAL NOTES 3. BUILDING CATEGORY 1 o�,oa�J 4. WIND EXPOSURE G ;Q:ti �� QO F•1.TH15 STRUCTURE WA5 DE5151 D IN ACCORDANCE WITH T1 E 2004 EDITION OF THE 1.NI-EN AIR CONDITIONING 15 INSTALLED IN THIS E311LDIN6,IT SHALL BE T?E 5. INT.PRE5SURE COEFFICIENT t 0.18 FLORIDA E)UILDMG GORE B.G)•WIND LOADING DESIGNED IN ACCORDANCE WITH RE5POSSISILTY OF THE HVAG CONIRAGTOR:AND Ei C1RICAL CONTRACTOR 6. ENGI 05URE GLA56IF1GAT10N ENCLOSED A5CE-1-02. TO VERIFY WIRE AND BREAKER 5IZE5 FOR/ACTUAL HVAG L"T(5)INSTALLED 1. COMPONENTS AND CLADDING 2.ALL MATERLAL5 AND LADOR SHALL BE IN AGGORDANGE 11TH THE ABOVE COVE ALL 1^L'R1NG To BE IN AGC.ORDANGE 11Th 11 NAT1O AL ELECTRIC CODE - WALL LOAD (ZONE#4) -30.6 P5F �' 4P AND ALL OTHER APPLICAI3L.E LOCAL CODES AT THE TIME OF MANWFAGTURE. LATEST EDITION. - WALL LOAD (ZONE#S) -31.8 PSF 3.IrRE.N ITT DIM SW LL 5 -L TAKE PRECEDEN OVE R ER SCALEDIM DENS tON5. 2.FLEXIBLE CONDUIT FOR LIGHT FIXTURES 4.OUTSIDE OVERALL DINQN510NL5 CAN VARY I3ETNEEN LIMITS 5 40WN BUT NENIBFR 3.EACH CIRCUIT 15 TO HAVE CONTINUOL SOLID?C 6ROlW -ROOF LOAD (ZONE#I) -25.8 P5F A�A 5PAGING 5HALL NOT EXCEED LIMITS AS INDICATED. I URE GONIEGTED TO E{d1iPPIE3NT GROUND SA'R IN 11E MAIN D15TRlBUTION -ROOF LOAD (ZONE 12) -44.5 PSF \r 5.LUMBER USES FOR CONSTRUCTION OF THIS BUILDING SHALL 13E AS FOLLOA5. PANEL. - -ROOF LOAD (ZONE #3) -65.9 PF ' 6. FLOOR J1015T5 2x4 5.YP.r'2 OR 5Y?.#3 12%TO 15%MOISTURE CONTENT 4,EOlAPME1T GROUND BAR IN MAIN DI5TR1J lO�N PANEL I_TO BE 6ROUM�ED TO I 2xb 5.YP.o2 OR 5.YP.03 12%TO 15%M015TUFE CONTENT MINIMUM I -0'COPPER CLAD EARTH DRNEIN ROD 11Th GROUNDING GP V IA1-L STU175 2x4 S.YP.*2 2%TO IS%M015TLRE CONTENT APPRav®FOR DI}EGT I3P1AL. 8. FLOOR DESIGN LNE LOAD 40 ROOF RAFTERS 2x4 5.YP.*2 12%TO 15%M01511 CONTENT 5.ALL CONDUIT TERMINATIONS OF I OR LARGER ARE TO IAYE P1A51TG FLOOR DESIGN DEAD LOAD 10 COLLAR BEAMS 2x4 5.YP.*2 12%TO IS%M0151URE CONTENT iNSSU.ATED 13lnHING. 9 ROOF DESIGN LIVE LOAD 20 P5F /- WINDOW SILLS 2x4 5PF#2 12%TO 15%M015TURE CONTENT 6.ALL ELECTRICAL WORK 15 TO 13E IN ACCORD>ANGE I'1114 TIE NATIONA .L 6.ALL THE FOLLOWING LUMBER SHALL BE PRESS3PE TREATED SKIDS,FLOOR J015T ELECTRICAL CODE(PEG),LIFE SAFETY CODE I FPA IOL LATEST EDITION5. ROOF DESIGN DEAD LOAD • 5 PSI' - -- r AND-N'T 4 6 PLY NYXV FLOOR DECKING. 1.HVAG EQUIPMENT SHALL BE PROVIDED MYTH FRFADILY ACCE55113L.E 10. WALL DESIGN DEAD LOAD 5 P5F •'";c•,l a 111 1 T 1,TRU55 DESi6NED TO SUPPORT D.L.+LL.=30 PSF. DISCONNECTS Al2,1 T TO THE Eo)IFIEMT'SERVED.A UNIT 5NUTCH MYTH A llUl 6.SEISMIC P'ERFO ANCE EXFQSIE'E 6R.OLP I.CATEGORY-A. MARKED'OFF'POSITION THAT 15 PART OF TIE HVAC EQUIP1E NT SHALL BE II. CONSTRUTYPE CTION V S ' 0. g Lf LLI '1.HANDICAP ACCESS TO BUILDING IS FIELD II' TALLED B(OTHERS AND . E CT TO PERMITTED AS THE DISCONECTR46 MEAD(ALY VIHERE OTHER Q :� orb iJl t- �- B0 LOCAL URI5DIGITON APPROVAL D15GONNEGTIN6 M ARE ALSO FROVIDEED BY A READILY AGCE550LE 12. UILDING OCCUPANCY- L4411 5TE 5 54 rW 1Z 0.ALL ALLIMI111M TO BE 3005-3105 ALLOY WITH 32 )PSI MINIMUM YIELD STRENGTH. GIRC J4T BREAKER 13. THE GONT1ii1GTOR WT GO 4tY 11Th TEE LA ' ;N P A 4.4.O TO 2A TO 12 A 2 S ER5, TO BEING IN II.ROOF SLOPE SHALL BE 3 TO 12 NlfiE1N SHINE'LE5 ARE APPLIED.ROOF SLOPE FOR 6.PRIOR TO ENER6IZI46 THE ELECTRICAL 5YSTDI THE INTERRLPTUNG RATUIS OF EDITIONS OF TIE FOLLOIY{NG COl ss o METAL ROOFS SHALL ME₹T MANIJFAGTURFRS REGOMWtiENDATIONS. TIE MAIN BREAKER MUST BE DE516 ED ANDS VERIFIED AS �'.,6'�+'b z n• w Q Q d (�� N 12.ROOF RAFTERS SHALL HAVE THE SANE SPACING AS THE WALL STWS AND SHALL COMPLIANCE MYTH SEC.1l0-4 OF THE EC L#IY A LOCAL ELECTRICAL - FLORIDA BUILDING GORE-2004 ,, %at BE LOCATED DIRECTLY OVER 1TE MALL STUDS. CONSULTANT. -FLORIDA MECHANICAL GODS-2004 'e,, ,,c�. 13.FOR ROOFS 1V11ThSLOPE BETNEEN AN✓D 1HALL HAVE THE MAIN ELECTRICAL. ANEL,F₹ED POWER HOOKUF BUYDING DOIBI.E LIMP RLAYMENT APPL)CATTON IN ACCORDANCE MYTH SECTION 15012.8 OF (INGLLDING ALL DISCONNECTS,OVER GLRREINT DEVK.E`.,PAN835i GROUNDING, - FLORIDA PLUMBING GORE-2004 ••• �,�a, F .C.2004 ETC)15 DE5I&EO BY OTI YR5,517E INSTAL!ED,5LB•JR T TO LOCAL NN .. i 14.SALVA4IZFD EM.STAINLESS ST .,A.LMINLM OR COPPER ROOFING L5 A MINIMUM OF JRISDIGTION APPROVAL. -FLORIDA AGGE551BILITY GODS-2004 �.••. Lu - 12 GAUGE(0.015 INIGFES)5HANY:5 11Th MINIMUM fie'PITER HEAD SHALL BE 10.ALL WIRE5 TO SWITCHES AND OUTLETS TO BE*12 TIM`OLIO 6 FLORIDA Rl₹TI - EXISTING BUILDING CODE-2OO4;0�:'Q � y' ; USED.FASTENERS SHALL 13E LONG ENOUGH TO PENETRATE INTO THE 5HESATHING V+' —FLORIDA RIFE AND GAG GODS—20043 U roc OR THROIIOH TIE THICKNESS OF THE SHEATHI.N6. 15.ROOF ALTERNATE,0014'ALLP'IEU'l OVER PLYWOOD 5HFATHIT46 MAY BE USED A5 A //—' Sy z' a oS eyu4o._------ -F1-ORIDA FIRE PREY NT10N CODE-2004;�`:� '� METAL ROOF. „u _ .,p'•.b .: lb.OPTIONAL EXTERIOR ROOF COVERING INCLUDE ALUMINUM OR SHINGLES OVER 5/6' � � - NATIONAL ET EGTRIG COPE-2OO5 '.ma' .,,. ..•5�4Fl61' DATE PLYWOOD 11Th H 2 LAYERS OF 15 LB.FELT. !a d L Huuad �u�� h y, ...��`� Ii.OPTIONAL EXTERIOR WALL COVERING5 INCLUDE CORQIIGATED ALUMINUI•L,MASA Modular Buudint run'Ea Farid'Crrt L ALUMUIRI,4'LAP ALLMIN91M,5/8'P.T.TT-II SIDING,VINYL SIDING WITH ENERGY SITS INSTALLED ITE?1:3 BRACE BACKER,AND'PLEKO'STUCCO ON 5/6'DENSE 6LAS5 50LD. 18.TIE-DOWNS SHALL FEET THE RE@UIREI-ENT5 OF ALL APPLICABLE LOCAL CODES. NOTE THAT TH15 LIST DOES NOT 1ECE55ARLY L.IlT THE ITUIS OF WORT: GI-4 LI T A BI 19,ALL DOOR5 SHALL 13E ABLE TO BE OPESD FROM THE EE RE55 SIDE k111-?1T THE AND MATERIALS THAT MAY DE REQUIRED FOR fA COi4'LETE INSTALLATION. 6H F I S 1i L USE OF A KEY.DOOR SHALL DE 2 V4'x IVI6'ALUMRIIM EXTRUDED FRAME 11Th AN ALL 51TE RELATED ITEMS ARE SELECT TO LOG,AL JEI5DIGTION APPROVAL ALUMIMA-1 SHEET NUMBER SHEET TITLE 20.PANEL INSERT.ALLIMINIR-E TRIM AND ALUMINIUM PIANO HINGE ATTACHED WITH I.TIE COMPLETE FOLWATTON SUPPORT AV TIE-LUI`Y'1 5Y5TEI-t. PATE 9/2V05 ALUMIMRI RIVETS.DOOR ATTACHED TO VERTICAL 2x4.OPTIONAL DOORS INCL._OE 2.RAI-IP5,5TAIR5,NV DENE1*i L ACCESS TO 111-E BUILDING. G-1 COVER SF JVA DOUBLE ALUMINUM DOOR5,6ARAC'E DOORS,60'x 12'ALUMINUM DOOR,30' NV 3.ELECTRICAL SERVICE HOOKUP(INCLUDING FEEDERS)TO TIE BUILDING. A-1 FLOOR NV FRAMING PLANS 48'SINE-LE DOORS,AV PRE HUNG STEEL DOORS.TYFE SIZE,QUANTITY AND 01ECKED s'' Fso LOCATION MAY VARY. A-2 SKID DETAILS AND CHARTS 21.BUILDING 15 CLASSIFIED AS L16141'5TORASE.40 P5F.FLOOR LIVE LOAD.MOT FOR A-3 ENDWA RA LL FMING NO SCALE �` \ HABITATION✓) 1 NO, 112-052 22.ALLHIN NINJOI,15-TYPE,SIZE,QUANTITY,AND LOCATION MAY VARY. A-4 ENDWAlL FRAMING _ NO M 23.ALL FASTENERS INTO PRESSURE TREATED LUI•EER SHALL 13E HOT DIPPED A-5 DETAILS SHEET SALVANIZED FASTENERS. A-6 DETAILS G ' 1 THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CORE FOR A THREE SECOND GUST OF 130 MPH. fl�d I6' ac4 OR a b SIDE RAIL a 1JI 1 ! SEE CHART 6 -# W�AlDO<� 2x4 5YP$2 4xb P.T.S.YP. SHEET A-2 j i VERT.KAU STUD #2 SKID LOCATION AND QUANTITY MAY VARY 32'MINIMUM,60' — AND ARE OPTIONAL MAX"6'-0'I EIGHT, g [� DOOR LOCATION YAY A-5 2x6 W \ VARY SEE VARIOUS E1� n JO 52x4 T5AT 16 I WALL SECTIONS WITH FO O.G.SEE U k, SEE VARK)V5 END \ DOORS CHART 6/A-2 WALL SEGO N5 FOR P.T.3/4'TEG MAX FOR 6'UNT AND 4 T, Q 5TU12 LLOCATION DEGKIOOD FLOOR 6-0'DOOR MAX FOR Q b,UNITS I / k / °° 4 VARY A-SI 3 I 4xb P.T.5.Y P. A� O'25KID �v a y:a 6'-O'TO 50'-0'MAX T 6'-0'TO 50'4'MAX : '•.o6 Z 2: " OPTIONAL ELECTRIC TO EACH 01 QUO' UNT FIELD C IECTED FROM A EX15TIN6 POWER SOURC E TO UNIT ND ,1'`''• _ TYPICAL 5w7Le nive "APPROVED" 6'GR9'UUr 3 G FLOOR PRAxMING PLAN DOCUMENT ��o z d IfiL00R PL�t 5GAL6 N.T5. u �� 5GPdF.N.T.S. 4 a Z j L 5 MAX 624 IL IL iIf �LectR �L -.6.•giba ���y- ° �2x4 SYP>t 2'MIN WALL STUD / OUANTITY MAY 32'MINIMUM 60' „`•• •``_ J VARY AND ARE MAXIMUM b'-0'HEIGHT, DUPLEX RE-GEPTAGLE 12 /I� OpnO DOOR LCGATION NAY INCANDESCENT LIGHT \ VARY I :� ,..... WITN I-liot^I BUB =o r SEE VA c RIOUS SEE VARMGV5 END Y WALL SEGT m J1NGT10N 80X WALL SECTIONS FOR VtlTTi DOORS 8'4' c 1T�4 m P.T.3/4'TE6 MAXIMUM � VERTICAL WALL PLYWOOD FLOOR VW VEATHEFYROOF 'gip .b o� �:�v STUD LOCATION DEGlCIN6, — 5{tlTGH iVITH REGEPTAGlE �" d 2x4 P.T.S.YP. /// 32'MMIMIM 60I1A)CIl RPt $R OUTLET 120Y Im '•`'• •••• SOLE�� b-0'FIG1iT,DCOR� LC AT10N MAY VARY NOTE: J \ RP/ BY DATE 41.11.ELECTRICAL EQUIPMENT SHOT IN 15 OPTIONAL AND LOGATIONS MAY VARY. 1 - 6'-0'TO 50'-0'NAX g 3 o I o P9�n vo. liii 111111 OPTIONAL ELECTRIC TO EACH �FFTcoed B7 UNT FIELD CONNECTED FROM 1 flocids CerUfcuu o a EXISTING POKER SOURCE TO UNIT Modal:Bntd r3��9P'E`o°i DATE: q/2I/05 10'TO 13'-0'1RMTS DRPJ'8l UY' VA FLOOR PLAN QgQ��. 1 SCALE:KT5. SCALE 45 NOTSO VLO.NO. 112-052 SHEET A- 1 THESE PLANS WERE DESIGNED IN AGGORDANGE WITH THE 2004 FLORIDA BUILDING GORE FOR A THREE SECOND GUST OF 130 MPH. SKID LAYOUT 40 P.SP. LIVE LOAD SYP#2 - WIDTH J015T5 B RODS: RA�t�R CHART 3 b'4' 2x4 AT I6'O.G.$ 145 43' • 2x4 AT 16'O.G.* 6 b4' 24' O.G. p O• 2x4 AT I6'O.G.�C V 84 2x4 AT 16'O.C.�C�C 24' 64' WHII) RAFTI�51 TM RFTU 54ZE 4 2X6 13',9' 130 2x4 13'4' 2x6 AT 16'O.G. + 84' il'b' 190 2x4 II'$' I30 2 x 4 2xb AT I6'O.G. �' 84 104' 130 2 x 4 104' 130 2 x 4 A r THESE UNITS MAY USE 2x4 5YP a3 THESE UNITS VAY USE 2x6 5YP#3 b'-0' 130 2 x 4 b'4' 100 2x4 4 _ + 6'-0' 430 2x4 4 b'-0' 130 2.4 e,y Q y:5 BA 3 CHART NDI r N I UDTN " 4p ° c;' - "APPROVED ',,ti DOCUMENT'J, 4': .�DLECTION OF 1140 AS PER SCTION 1604 TABLE 16043' � v ' MAX WALL STUD LWTHS 5u3 NOTE a OF THE 2004 FLORIDA BUILDIIJG CODE I m 51VO GRADE VUND SPEED MAX LENGTH STUD EXAMPLE RIM JOIST AND 5PAGING IN INCHES LENGTH 5E CHART NOTCH OR DADO 1 V2'WIDE x 1 U2'DEEP AT 6 ABOVE 16 O.G.FGR FLOOR J015T EMIRS LENGTH 5.YP.*2 AT 24'O.G. 130 MP A 103' b'-l' b'-l'5TVD _- of ID. I4/2*TOP PLATE SK ` 5.YP.#2 AT 16'O.G. 130 MPH 120' 10'-0" I-11'WALL M PLAN •r�0 �'� 0��`� e 0 d) NOTES 1 w--=� TOP PLATE! BOTTOM PLATE MAY BE ADDED %s O z o co 4 TO STUD LENGTH FOR TOTAL WALL HEK&HT ''a ''�y a SEE DETAILS 4/A-5 AND 5/A-5 C) CHART oai //2asL �� SKID DETAIL Plantio. __---- �y' — �� 5 SCALP Ts. yvtoea� j ,ModularModularB.ulaini Florida t�Plain)',YayinY Cafibcate 0 26 GA. UPLiPT STRAP NAILING 4x6 5E 12 P.T.SKIDS WITH 1 SCHEDULE FOR W ys lALL SDeo V2'WIDE I V2'DEEP NOTGIg5 1 M AT I6.O.G. WIRE LENGTH OF SKIDS TO ACCOMMODATE 24' O.G. 16' O.G. RPV DATE FLOOR JOISTS(TYP) Rklu R OF NAILS NJI-vm OF NAILS O G- WIDTH 5P� EACH END OF STRAP MP 5P�D EACH E I V OF STRAP 6' 0.131'x 2-3'4 0.130 x 2- \6'O L 3'b' 130 1 13'-Y 130 5 opc II'b' 130 6 11'-b' 130 4 Dom f0'-0' 130 6 10'-0' 130 4 DATE 4/2" 8'-O' 130 3 DRAIN BY, PA -0' 130 4 6'-0' 130 3 G€CKt�7 BY, F% 12'LAP 5PLIGE FA5TE NED HTH(6)- x 4' SCALE, A5 NOTED LAG 5GRF3'�i ON OUT SIDE AM!)(3)s(a'x 4'LAG CHART WO.NO: H2-052 l 5GREV5 INSIDE S$( TRIG OF TYFIGAL SKID NOTCH AND SPLICE SHEET OSKIDTDSTAIL THESE PLANS WERE DESI6NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST 0F 130 MPH. FAT GHAI�EL FASTENED AT EVERY RAFTER WITH I } (2)-0.1319 x 2-V4 LONG (2)5/5'P MACHINED A-5 Q GUN NAILS EACH GHAM�L BOLTS EACH GRO% 2x 5.YP.#2 RAFTER SEE MENBER EACH 5112E 2 1/2'x 1/2'CORRUGATED _ G�ART 3 SHEET A-2 qrG ROOF PAELS FASTENED L N�,� IATH 1/4'-14 x 3/4'WV Q A 6 r ------ I MI S TRAXXA AT 12'OG gQ N wg� i 4'.O• 2x4 S.YP.#2 < n ' ` 2x4 S.YP. 5TUD5 AT I6' c� Q i 2x4 5.YP.#2 a2 TOP OR 24'O.G. I-u COLLAR TIE < _ j 11/2'x 26 GA.(MIN)STRAP Ix4 5YP#2 AT 4'-0'O.G. I 6 AT EACH STUD SEE CHART DADOED INTO FLOOR J015T N I/A-2 FOR NU-181 R OF It I i NAILS .T.314' cA IO -2 1/2'x 1/2' CORRUGATED j �v 2x FLOOR JOISTS 5 EATHIN6 PANELS(FA5TDIEV W/#5 Q AT 16'O.G.SEE x I I/2'I^(OOO 5GREi 4 AT CHART 6/A-2 6'O.G.(OR EGUAL) IGANE CLIP 6'-0'TO 13'-& EACH END OF SKID 2x4 5.YP.#2 �.�" ' ' '•c 5 TO FLOOR JOISTS CON 11VOL 5 ND 1 TO 13'-8' BOTTOM PLATE F1TH�NryO'OPAENI +5 'ROVED T" Ass P.T.4x6 2 ELEVAN(ON _ �VUMENf. S.YP.>r2 SCALE, U4'=I-0' ,0 w 1 BECit ION SKIDS r'r r�oy� 'L SCALE V4 =I'-0 r,0 ...... o •, 'k k -j. �FIEADER 'i 63'MAX FRA F) b SEE GWART 8%CET A--6 Q FOR HEADER SEE \ '� F (npICAQ 22S' 20 6A.2-V2.STRAP OR E CHART 6 SHEET �� MAX 20 GA.HAT CHANNEL �! •r, A-6(TYPIGfV J PLACED ON INGIDE OF Q � °� ff �6.?yb �a N tj 6'-0'TO 13'-8' 4 J.. 6'-0'TO I3'-8' b 6-0T013-& EIC LALI E21DyVfk L --��....... G iwTH wurmoW ATH K 0?4 ELIVA_I ON ELEY10.t(ON ELEvAtION5GALE 114' :rp•,N i c v.�� I . L II I .•.,....., 24 �---- REV BY DATE 145' 30'MAX 1 42'MAX f� Y�R HEADER SEE MAX I Ii CFWRT 6 SHE`-T //yocz A-6(TYPIGAI) a 3 a o vmn E60'MAX T5S'MAX Q P t� 4 2x4 5YP#2 {°`•`d BT..---�'`t a`:�d L Buu �eruGcau 1' 9 z JACK STUD �°i� SILL HEIGHT f EACH 5112E oduW Baud"Slu a smc�e� DATE= 9/2L�05 MAY VARY 2-0'MIN DRPd81 BYc AA GHEGKIi7 BY: PSG 2x4 5YP#2 JACK 51W AS IJOTED EACH 5112E 50'-0'MAXiMuM LENGTH W.O.NO, 112-052 OFN&FMIN& SHEET (I)ELEEV At-O ON SCALE IJ4 t-0 - THESE PLANS WERE DE5(GNEO IN ACGDRDANGE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF I30 MPH. 11ITEK'CR'ALPINE'PLATES EACH 51DE OF A5r6EM1 LY EMBEDDED114 3'x 4.1 ITLK OR ALPINE'PLATES EACH HYDRAULICALLY OR BY ROLLER 24' 51DE OF A55EM1ILY EMMMED FRE55 2x4 TOP IE 2x4 5.YP. 2 TOP R 0G. I L hh P1TGH(lYP) 3 OR 3:12 OPTIONAL 3 1/2' �-51 j LNLS T a CHART 8 5F1EET� Ill I 20 GA.2-U2'STRAP A 6 hYPIGAL) V Q ROOFhVALL II OR 2O GA HAT Q GHAti_PLACED ON c� RO EMSLY OPTIONAL BARN r ���.••• e1L ,, aT 0 �— STYLE OVERHANG INSIDE OF BUILDING. ��MAX ,, DADOED SEE DETAIL 5 THIS � '4L .INTO FiOCR 10!57 5FEET � ' o Q j_2—I/ 5TRAP : •.� cn :• ._ RO0FNJALL FRAMING INDWALL FRAMING G 6NOWALL FRAMING �'2 5lGIDS P.T. � SCALE, U4' =I' SGALF V4'=Y-O' ,°�p � sa ..7- NOTES: � �lDWALL $HEAR WALL GHAR1' I. TtIE tdR'E3FX OF STUDS NAY VARY DUE TO SIZE OF OPENN6 2.511)2 SPACING MAY NOT EXCEED 24'O.G. 3.I^UNJON SIZE VARIES FROM 21'10 36'VERTICAL DIMD61OH5 OF MAXI �y ah!�b i� N 4.FOR HEAD NV ER SILL DETAILS SEE S OP PENNIINHEET A-6 WIDTH OF Jr G SHEAR WALL \\ 35FP' - BUILDING O CONFIGURATION LENGTHD O - _I6d NAIL EACH STUD 6' 4'11AX A 10 8' 4'MAX A 24' :'�0 SO�; bd NAIL AT _—TAPERED 3x6 B' 6'DOOR A 14' m z:v EACH STUD 5PF 8' 6'DOOR B 8' I6d NAIL 2-I6d NAILS 10' 6'MAX A 28' \, - AT Ib'O.G. b' 8'DOOR A 12' •'��,,� CANT.2x�i 10' 8'DOOR G 26' • r�4 Ix4 BELT�� 5PF R2 �F.�. ��, �- RAIL II"8' 6'MAX A 38' =y�: y — BARN STYLE II'-8' 8'DOOR A 24' :¢'(E> OVARHANG D11'I4IL 11'-8' 8'DOOR G 50' :N SCALE,3/4'=I'-0' 13'-8 8'F'X A 38' 5IEAR I'LL GOIFIGURATION5, A-20 6A.2-1/2'STRAP INTERIOR 1W EXTERIOR OF BUILDING "1,, , 8-20 GA.STRAPS(5E?'A)AND 3/4'PLYNIOOV NAILED W1TH 0.131'x2-I/2'GUN NAILS 3'0.G.ED6E5 AID 6.O.G.IN FIND EXTERIOR OF BUILDING ONLY 4 G-20 6A.STRAPS(SEE'A')AND 3/4'PLYHOOO ON EXTERIOR AND INTERIOR j 1] (SEE 8'FOR FASTENING) NDI °�-- "APPROVED" 51MP50N N 3 PST P es�tr a L e a`� EXTEROR OF GENTF2 DOCUMENT . . .,, �ye< ,�T:z.ctx�c° STUD 0 TOTAL) S ' /• ,, REV BY (I)Yz'x4'LA6 PATE � - 1'FROM STUD 0 0 00 51NP50N H3 5fMF50N H-3 5150 ON H--3 E IV I 1Nt5 SIDE OF EACH STUD SIDE OF(OUf51DE SIMPSON H 3 AND INSIDE 5TlD(4 EACH SIDE OF DATE, 9I2VO5 INTERIOR STUD (3 TOTAL.) TOTAL) EACH STUD(6 t TOTAL) DR,"BY: VA (2))4'x 4'LAG 5CRdY (3)V2'x 4'LAG TOTAL J (4)V2'x 4'LAC,5GRS-6, SIPEIWL I'FROM 5TUD 51DEMLL SGREYG,I'FROM STUD EVWL 5!DL I'FROM STUD CIECtZ BY FSG EN DWALL 6' IIE 4ITS 8'4 !O'I'1!DE LNT5 !2't 14'WIDE *44175 SCALE, AS NOTED XW1 DOOR STRAPPING (OR STRAPPING ING DOOR 6TRAPP DOOR WRAPPING ,�, 12 z SC.ALE I'=I'-0 SCALE I' 1'-0' 5GALFs 1''I'-0' 5CALE:I'-1'-0' SHEET NOTE: STRAPPING TYPICAL FOR TOP AND BOTTOM OF 5TUD A - 4__j THESE PLANS WERE DESIGNED IN A00ORDANGE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND G)5T OF 13O MPH. • 2x RAFTER(5EE CHART v 3/A-2 BUTTEi3 AGAINST 510E WALL(TYPICAL) IL 2x4 5.YP.a2 5T15 Al 16' ■,i ' 2x S.YP.a2 sat FA5GIA ATTACK OR 22 o.r,.5 EDG O T 2x FLOOR"JO15T5 a BOTTOM PLATE IN1(2)O.131 SEA CHART 6/A-2 W04AiL5 AT EACH RAFTER x 3Yi"GUNNAILS —1 5/16'x 4' LAG 2x4 S.YP.#2 BOTTOM 3'MAX. SEE DETAIL T/A-o OR 9/A--6 O.G.AGRO55 510E$ END PLATE 6O14T' \ 3 FOR FASTENING OF RAFTER 1^IALL5 INTO 2x RIM P.T.3/4'FL0ORMG AND TOP PLATE.TOP PLATE JO15T SEE CHART 6/A-2 (PLY OR TIC) 11 ATTACHED TO 5TV95 W/(2) 2x FLOOR JO15T5 r O.131 x 3/4.6UNNAIL5 2x HEADER SEE GHP3ZT 6/A-2 I c� o� CONTild1GV5 2x BLOGKIN5 BE n EFN 2x4 5.YP.02 SKIDS SAt�E 54ZE A5 , '= a STUD WALL (3)-O.12O'9 x 3 NAILS RIM£5T5 AT Y1'O.G. 4xb P.T.5.YP.•2 SKID BEY 5/16'x 4'LONG LA& 3T!7QHEA.51DEOP a R.T.2x4 5.YP.a2 FLAT 5O15-31 T}IROUGf1 tic R, ' Q pS rr OU ' BELOYI DOUBLED.Zx's JO15T INTO EA(��\<yK(R,,. 1 `g `3 �2 DEtAI L ATTACHED W/0.120"9 x 3' 4xb S.YP.*2 > iL CALE.I V2'=V-O NAILS AT 12 0.G. P.T.SKID :r o -i - ..x 5TA66E32ED 510E TO 510E .> m W INTO DOUBLE HEADER , HEADER JO15T FA5T@ILtib 5KIR TO JO15T FASIENIN6 S. ob Z <': q*X�t I V2'=I-0' : LGALE,I V2'=I'-0' ate' (2)-0.131'x 3-1/2'GUN NAILS /i ONE EACH 510E OF RAFTER r TOE-NAILED INTO TOP PLATE /� T EACH 5TW LOCATION oo 2x5YP#'2 NDI "APPROVED' a 2x4 5YP a2 DOCUMENT 2x4 5YP a2 TOP PLATE 1NALL 5ND = T� SIMP50N H-3 CLIP t gam.Pao b b�� FROM STUD TO :a;� U TOP RATE AND Sm;m o w STUD TO BOTTOM ;Il�:��b z .H PLATE cc 2x4 5YP a2 r e • r�� �c r t�- BOTTOM PLATE / • e \ tQ 1 1/2'x 26 GA.(MCA STRAP 14TH , .�tt O.131"9 x 2 I/4'GUN NAILS EACH �a`�r .•� ` •J SIDE,EACH RAFTER SEE CAIART :O; 3 b, c(1 T, _ 6 3ECTlON MTERNACtfON `:' °� FOR TYPICAL NOTE5, 5EE DETAIL I TH15 5HFET J l₹�5 FUEL WIDTH FLOOR • q 30 os JO15T(FRONT {pp o e by J «_J HEADER) 2 V2'X V2'GORRIA kkhwd L sulo-k REV BY DATE ROOF PNta5 FASTENED 5/16'x 4'LO �C� e Eras ner Flo id=CcctiElw't$hip 063 W/V4'-I4 H1^N TRAXJVL E1rERY RAFTElZ SGRE1^5 AT f2'O.G. GOhC�LT1ON HAT GHMAEL FASTENED r� AT EYERY RAFTER WITH \ � f � � o e� e o (GUN NAILS EACH CHANNEL 3 PIECE HEADER = _ (2)-5/16'x 4'LONG DATE. 4/2VO5 LAG 5GREN THROUGH RM INTO SKID • • DRAVrtI�' -VA (V 2x4 S.YP.02 �� SIhtP5ON H 3 G / • o \ CHEF 6f- F� BOFIOTTOM2 OR H� 511 PEON H3 11URRIGANE TIES(OR `'C '4-'`NOTED 4x6 5.IV a2 (2)5/5'9 A-325 MAGHC�D EQUAL)TO OPPO54TE 51DE5 OF NO.NO, 112-CT�2 P.T.SKID BOLTS EACH GRO55 RAFTER(FASTEN 14TH 8d NAILS(4) (3)PIECE HEADER ATTACHED TO SKIDS M&1BER EACH 510E IN RAFTER AND(4)IN RIM (TIP.FONT 4 REAR Or LIT5) • SHEET ISOMETRIC 1 SE�GTION _ SCALE:N.M13 � ' THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OP ISO MPH. 2 V2 x I/2•CORRUGATED ROOF SYP�2 ITi PANi35 FASTENED IW/4'-14 Hilda 2x4 HAT CHANNEL FASTEN ED TRAXx 1 SG 15 AT 12'O.G. BOTT' � 26 GA.STRAP FASTENED a a NOTE,USED ON EVERY WALL STUD TO AT EVERY RAFTER MTH IWTH 0,131:p x 2-V4'GUN GONtECT WALL TO RIM J0I5T OF 0 (2)-0.131"m x 2-1/4"LONG % P.T. NAILS SEE CHART 15HEET FLOOR SYSTEM 611N NAILS EACH GHA`AIEL PLYWOOD A-2 VARIES DEGKIt�i n z 2x 5YP#2 RAFTER f SEE CHART 3/A-2 ° $ 1'MIN. —� TTYPICAL SIMP50N MT512 2x 5YP It2 RAFTER ° SEE 5/A-b SEE C.IIART 3/A-2 . . . ° ° ° I-V2'WIDE 26 GA.MIN o ,�'�, •3 �c TOP PLATE ATTACHED TO STRAP IWTH 0.131' x RIM J015T SEE ° �P y o 26 SMC-:E GALV.STEEL 5TLM W/(2) 2 O'�� 2-I/4'GUN NAILS SEE CHART 6/A-2 STRAP WITH 0.131' GUN CHART VA 2 AtBJ O J NAILS EACH ETID OF 5T12AP. 0.1131*AILS ATTACHED TO STRAP DETAIL 10/A SEE CHART I MEET A-2 51T1D5 1V/(2) FLOOR FOR OUANTITY OF NAILS. rTFi 0.131 x 3)" 3'1^IIDE 26 6A.(MIW CHART bl N - F rn (2)51F1P50N H3 011VAIL5 STRAP IWTH 0.131" x } 2-U4'CAM NAILS DETAIL '"d0..g ^I II VIS I RAP DETAIL NAI I TO EArH SEE GHARr UA-2 SCALE:I =I' � THE BOTTOM P�STRAP DETAIL 5GALE:N.T9. PLATE AND STUD IVA-6 DIAGONALLY 2 V2°x V2' NOTE:USED ON EVERY WALL.STUD GATED ACROSS FROM GORRWA ED 2x4 S.YP.*2 WALL 2 V2 TO GONNELT WALL TO ROOF Pay E`'1GH OTl TER PANELS STUD AT 24'00 1 N VARIES �q)rT D W/ (FASTgED IN#a 3 U4'x 0.131 NAIL FROM C Q e z U x I V2'i^YOOD 7' ' . XI I V2'1^1000 PLATE TO JOIST I'MIN YaPLYWOOD SCREW AT 6'O.G. DECkCING SE' AT 6'O.G. BELOK AT 16 O.G. p I D I Dec (OR EQUAL) 3/%'P. PLl'I 000 I V n I/2' (OR '"" ' PPROVED - 5/16'x 4'LONG FLOOR JOIST SEE t 000000000 0000000700 ��+ GHART6/A-2 OCUMEN) .. • FROM PLATE FLOOR J0t5T SEE DETAIL �:_ TO J015T AT CHART b/A 2 SGA E,3',10' J 1 26 GAUGE 6ALV.STt�7 L�2-MIN 18'OG MAX "oJj Y M STRAP X-E 0 V.S GUN — RIM JOIST SF MAILS EACH EACH END OF STRAP. CHART 6/A-2 RIM JOIST SEE g��SEE CHART 1 51 EET A-2 CHART b/A-2FOR QUAvNTITY OF NAILS. tRAPIL L= \/ .� DETAIL �� '�� SGALFr KT.S. 5G/-E'I V2'=1'4 oe FADER � � 2x4 5.YP.#2 WALL STUD 1'A IL L e p ,>,, 3Ya'x0.131NAILFROM 5(ANz3'=1'-0' USE(v PLATE TO J015T BELOW AT 16"0.C.0R I/2'x 4' 23421011 LAG SGRE'(AT I6'O.G. REI-6 OR PLYiV00D I/2' V2' 3 1/2'°�. DECKING * �` + '� EGti1AL M LIEU rLYW00D SPACER I I I' ei. OF NAILS INTO WALLS WITH FLOOR JOIST SEE (N0N-00NTINLbU5) 510E WALL HEADERS 810E WALL SILLS 6A CHART 6/A-2 fEADs2 t1EADFR tEADFR tLAJ7E32 FASTE]4NG S� SILL SILL SILL FASTENING RIM JOIST SEE m m -. A E DETAIL MATERIA) 51ZE DETAL MATERIAL CHART 6/A 2 225' 3 5PF 112 (2)0.131"'0 x 3-i'L0N6 0kHIAIL5 225' 3 5PF 112 (�0.131"°0 x 3-)f2'LONG GUNNAILS 20 6A x 1-V4'WIPE STRAP UP EACH 00 OF HEADER EACH END OF SILL 0kfl4AIL5 (4)0.131"°9 x 3,Lf LONG (4)0.131"")x 3-)?LONG 6Ul- AILS THE WALL STUD.FASTEN STRAP (2) � 4x4 63' 3 SW*2 EACH END OF HEADER �, 3 SW EACH END OF SILL TO HALL STUD 11Th(13)- 0.131'® x 2-V4'C'&4 NAILS WW 16. 1 5YP Ir2 (5)0331")x 3k'?LONG OIM'AILS INSTALLED AT FACTORY EIV OF HEADER ANCHOR SCRAP E AIL SGAL6 P=t' 2 SCALE+3'=I'-0' g l3°�os Psa=x0._ l/LOS'L Rtv BY DATE END WALL HEADERS END WALL SILLS BK�.�dLBnnat READER HEADER HEADER SILL SILL 511E Slt PSON MT5t2 Modular Buddin;Plem En mine Florid=Crrtifl au YNSF FIEADER FASTETUNG SILL FA5TE NW5 51ZE DETAIL MATERIAL. SIZE MAL MATERIAL x. I'V(T)IOd x I V (2)0131"°9 x 3 'LONG 0IA 4AIL5 . "°m x 3)4'LONG a AILS NAILS EACH 3 V2' 145' 3 5PF X12 145' 3 5FF 1� (2)0131 \'t END OF STRAP PLY11000 SPACER EACH E10 OF HEADER EACH ETW7 OF SILL (3)16d COMMON NAILS (2)0.131"°m x 3)4'LONG 6UFAL4L5 MON G0NTI*d10V5) DATEr W2W5 305' 3A SW 112 EACH END OF HEADER 305' 3 5PF�2 EACH END OF SILL ' DRAYN BY, .AA 42' 2 5YP 112 (5)16d COMMON NAILS 42' 3 5YP*2 (2)16d C0WON NAILS EACH ETV OF HEADER EACH EN!?OF SILL CAi G �: t�G 60' 2 5YP Ir2 (b)Ibd GOFB TON NAILS 6O' 3 5YP 112 (3)ibd COMMON HAILS M n SATEa AS NOTED EACH END OF HEADER EACH END OF SILL x KO.NA 112-052 ls5' I 5YP#2 NAILS EACH E VF OiNfA ER SHEET HEADER-511L HEADER DETAIL CHART 5 SCALE 1 V2''1-0 O1-�=D�P-TAIL SCALE:3''I'-0' �J 8 SCN..E:FLT 5. THESE PLANS WERE DESIGNED IN ACCORDANCE NUTH THE 200.4 FLORIDA BUILDING GODS FOR A THREE 5EGOND GUST OF 13O MPH. So a 0-- RK IL 401 DIXON STREET 3 VIDALIA, &EOR6IA 3O414 n o C.) MA6T R N CHO IN PLANE) IL GENERAL NQTE5 o c,: � . I.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERJFYIN&ALL EXISTING CONDITIOi�i. WIND DESIGN CRI I R rr.�I/ '•.....-.Pip 1 t.��' 2 THE CONTRACTOR SHALL EE RESPONSIBLE FOR COORDINATRJG ARGHITECTURA1,STRUCTURAL.ME-GIIANICAL, EXPO5URE uB',CATEGORY I, ENCLOSED, 11/"�' r' ,.. •. �j ANp ELECTRICAL DETAIL AND DIFU61ON5.ANY DISCREPANCIES BEh•EEN SUCH DETAILS AND DIMENSIONS INT. PRESWRE GOE) FIGENT O.f. , { �> WLL ESE REPORTED TO TILE ENGMER PRIOR TO PROCEEDING 11TH T{E WORK IMPORTANCE FACTOR O.11 3.TILE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION PROCEDURE AND 5EOUEIJGE TO INS URE TIE IKTEGRITY OF THE PJJILDING AHD ITS COMPONENT PARTS DURING GONSTMxT1Gtl ZONE WIND SPEED _ ?4.THESE FIANS HAVE BEEN PREPARED PER REGULATIONS OF THE 2OO1 RORIDA E LDIN6 CODE.THE 1VORK OF 115 MPR 135 FV14 I,O I f" ``�, zo 2 ALL GONTRACTOR5 SHALL COMPLY 11TH THE REQUIREMENTS SET FORTH IN THE AFORaIENTIONED CODE NO DEVIATIONS FROM THE W SHOWOSHOWOR REA50NAEILY IMPLIED SHALL BE UNDERTAKEN 11THOUT TIE ROOF I 16J 22.2 Zl•4 ENGINEER5112JTTEN CONSENT-A COPY OF I1HICH HILL BE FILLED 11Th T4E CONSTRUCTION OFFICIAL ROOF 2 25.9 -35.1 -44J ROOF 3 3U 54'1 •`' t 5.ANY GHANGE5 TO OR DEVIATIONS FROM THESE DRA$ N65 SHALL NOT BE M 11ni ADE OVT NRJTTEN CONSENT WALL FROM THE ENGI EER 4 i9.T 2lJ ii -335 tO�'0 » b'•.� 6.THESE DRAI11 ARE TIE PROPERTY OF THE ENGINEER AND SHALL NOT BE USED NS 1inTOUT HIS CONSENT- WALL S -24.4 336 --41-4 :�:w •:� �e•f EWNE J1iNG5 5F}ALL NOT BE USED FOR I5C OF EIt11LDING PEJ7J11T IRJLES5 SIG NED AND SEALED BY THEENGINE ER . T.T1HE OWJER AND TIE CONTRACTOR SHALL IKJLD HARNESS TE EN6l1EER FROM AND AGAINST ALL LIABILITY 4��;' •. ..•'ti: -1 CLAIMS,DA1W,E5,LOSSES AND EAPENSES INCLUDING LEGAL FEES ARISING OUT OF OR RESULTING FROM WIND DES IAN CRITERIA ERRORS OR OE%SION5 IN hE ETJGE1✓ELR5 DRAI1NMf5 AND.THE PERFORMANCE OF THE WORK BY THE . QJ (Y CONTRACTOR ALL 1VORK AND MATERIAL SHALL FEET THE RE-GUIRE} IT5 OF ALL LOCAL AND STATE EX' RE G ,CATEGORY I, ENCLOSED, 13J 1OMNG CODES AID TIIE SPECIFICATIONS OF THE NATIONAL BOARD OF FIRE IWERIIRJTER5.TIE DRAR9iN({ INT. PRESSURE COEFF(GENT f 0.18, tIOW THE CQERA ARRANC,E}V-r5 AND EXTENT OF THE 110REC A5 THEh f20 10RK PGRE55E5.TIE OI(R AHD IMPORTANCE FACTOR O.11 THE CONTRACTOR,AT NO EXTRA COST56 SHALL MAKE MODIFIGAT10N5 TO MAKE THE PARTS ALIGN- 1 8.ALL WORK.A?D MATERIALSV+LL PtEEt THE REG7)IREMENT5 OF LOCAL AND STATE CODES AND THE SPECS OF ZONE WIND SPEED TIE NATIONAL BOARD OF FIRE L VERJ-RJTER5 CONTRACTORS SHALL C-HECK AND VERIFY ALL PLAN 115 FJFN 135 FFH DLL-U15101.15 AND CON ITIONS BEfORE PROCEEDING COi•5TRIY TTOR F E SHALL REPORT ANY D15CREPA,8CIE5 O Ffm TOTE ENGINEER FORGGRRECTION PRIOR TO BEGItAU1JG ANY 1ICRK VIE DISCOVERY OF DISCREPANCIES ROOF 1 AFTER THE BEGINNING OF l-VRK HILL BE EVIDENCE OF FALLTY WORK AND SHALL BE THE RESPONSIBILITY OF ROOF 2 -315 -433 TIE CONTRACTOR.DO NOT SCALE DRA1UN 5.ALL PU ITTEN DIMENSIONS GOVERN -535 t ROOF 3 -41.1 -65.1 81J TIE CONTRACTOR FOR 115 PROJECT 9-tALL INCLUDE ALL NATERIAL5 AND LA17CR RECJIJIRED TO GGP1F1Ei1: THE TOTAL PROJECT.THE CONTRACTOR SHALL FI.IRJ 1SH AND PAY FOR ALL MATERUALS,TOOLS,EQUI T-tEJfT, �4� -23.9 -33.0 -40.7 REV BY DATE LABOR,M CHIt1IZY,TRAW-V0RTATIO,HEAT,RATER,UTILITIES,AND ALL OTHER FACILITIES AND SERYK.ES 5 -29b -40.8 -503 RE-OUIRED FOR THE WE AND PROPER EXEGUfON AND COMPLETION OF THE WORK-VIE ENGIIEER SHALL BE THE INTERPRETER OF THE CONTRACT DOCUMENTS- V.THE DOCU-1ENTS SNOW AN OVER/IE14 OF TIE WORK REQUIRED UNDER THIS CONTRACT AD RELATED REOUIRETENT5 AND CONDITIONS THAT WILL 1EFACT THE Fi2O,LCT.ALL DRA11N65 ARE COMPLIHENTARY.TIE -WEEl' !.1 T TABI.>; ORAJ-UN65 GQIERALLY SNOW THE INTENT OF THE OVERALL Cr(Al)CONCEPTS OF VIE FRO EGT, AM)DO NOT NECESSARILY SF4011 ALL DETAILS AND CONDITIONS ALL NEW INTERIOR CONCRETE SLAIN AND FCUMVAT)Od WALLS AND FOOTINGS 5WNLL SHEET NUMBER SHEET TITLE DATE, 1O/5/O5 II.HAVE SOIL POTS--ONCJ6 UIC?ER NEW WORK AND SHALL BE INSTALLED BY A LICENSED CONTRACTOR.ALL 1VORK C 1 FA'r-f)0� SLEET DRN-N BY' JCA SHALL BE COI-RETEP IN AGC.CRDANCE 11TH ALL STATE AND DEPARTMENT OF A&RtCULTURE,STRUGTLRAL A-I AT 45 FOR EXP.B G1ECRW BY: FSG PEST CONTROL DNI51ON REGULATIONS,RUES,DEFINI1TO1H5 AND REOJIREI-IENT5.11€CONTRACTOR SHALL LIE RESPONSIBLE FOR VERIFYING AND MAINTAINING A-2 R5 VERTICAL FOR EXP.B SCALE= NO SCALE 2.ALL EXISTING SETBACKS,EASE ENT%,AND ANY DEED RES RICT1ON5. A-3 ANCJ4GR5 AT 4S'FOR EXP.G W.O.NO- U2-059 13.TAE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CLEAN,W AR)SHALL INCLUDE TIE 51TIF AND A-4 ANCHORS VERTICAL FOR EXP.G VIEBUfLDING. TT HE ENTIRE F'R.O-ECT%HALL BE LEFT IN A R)j CLEAN CONDITION. A-5 UVIRT DETAILS t CONG.ANCI4ORING SHEET THESE PLANS WERE DE5IONED IN ACCORDANCE WITH THE 2OO4 FLORIDA BUILDING CODE FOR A THREE SECOND OUST OF QO TO 15O MPH. 0 5CHWDULrz5 1~OR ANCHORS PLAC50 AT 45° INTO GROUND ANCHORING: SCH�bUL� FOR W TO 115 MPH 0NO 5P55D, rzXP05UR� "g" MAY SPACING$ Ot~ 6'-mt1 A 1 a '• BLDG 111 23 WI DTh 6 O' 8'-0' IO 4' 12 O' 14'-0' 6'O' 18'-0' 2O'-O' 22'-0- 24'-0T• 26'-0' 20'-0' 30-0' 32'-0' 34'-0' 36'-O- Q `PAGRJG 38'-O' 4O'-O' 42'-0• 44'-0" 46'-O' 40'-O' 5O'-O' &'4' 64' 2 2 2 3 3 4 4 4 55 5 E b b b 6 l 7 1 8 8 8 q q Ill -0' 2 2 2 2 3 3 4 4 5 5 S b 6 6 6 1 7 l 8 8 8 9 2 2 2 2 3 3 4 4 5 5 5 6 6 6 6 1 l q )n 2 2 2 2 3 3 4 4 5 5 5 6 6 6 6 7 7 8 8 8 q 13'8• 4' 2 2 2 2 3 3 4 4 5 S 5 T 8 8 8 q q11 6 6 6 6 1 7 1 8 8 8 q 9 U _ 16'4• 6'4' . 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 4' 6'4' 2 2 2 2 3 3 3 3 4 4 4 4 5 b 23'4• 6'O' 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 7 l T � . •�•••c•. `, ,,� to 5 . ��� :r:o 1 � 5si•,o5 Ill < � �p+ ANCHORING 5CH50ULrz FOR 116 TO 135 MPH WINb 5P D, �XP05UR� "F3" � " z � IL _ NUMBER OF ANGffOR5 EACH SIDE ,may..s� z ?.'y? WIDTH c �o r AGR� 6'O' 8'-0' 10 4• 12 0' 14'-0' Ib'4' IB O 2O'-O' 22'-0' 24'-V' 26'4' 28'4' 304' 32'-0' 34'-0' 3y'O• 38'-0' 40'-0' 42'4' 44'-0' 46'4• 48'-0' 50'--0• s„ 6'O• 4'6' " ``2 2 3 4 4 5 5 6 b T 1 8 8 q q 8 O' 2 2 2 2 3 4 4 4 5 5 5 5 6 10 1 11 12 12 !3 �� y 10'4 8 b y 7 1 6 O' 2 2 2 3 4 4 4 5 5 5 7 7 8 0 8 zq b . b b 6 7 7 7 8 8 8 q 5 6 6 1 1 l 0 8 9 9 9 10 10 11 11F13 j4 OW C7 V N 0 8 q 4 10 II I I 12 12 `� b a p 6 b 6 7 1 7 8 8 8 1 q q2 2 3 4 4 5 5 5 6 6 1 78 q23 4' 4'-b' 2 2 3 4 5 5 5 6 6 7 l 0 812 12 . ...... ;�� ANCHORIN CHROUL[i FOR 1:36 TO 150 MPH WIN© S`CP©5UR� E BLDG NUMBER OF ,ANCHORS EACH 51DE I WIDTH SP4GIWi °�: '�� 3'-6• 2 3 4 5 5 6 T 1 50'4' s•:"•,•"`'` II!1�l 8 8 2 q 10 11 II 12 12 13 13 l4 t5 LS 16 `t 6 T 7 l 8 8 8 9 q a 1O'4' 4'-b' 2 2 3 4 5 5 5 6 6 1 1 q 10 10 H Al w II'-8' 4'4• 0 8 q q q 10 10 11 II 12 12 13 Q Q 2 3 3 4 5 5 6 6 l 1 8 8 4 -i3Z� i O'8' 3'-y 2 4 10 10 11 II 12 12 13 13 14 3 4 5 5 b 7 7 a 0 9 q 10 U 11 12 12 13 3 1 16'4 4'-b' 2 2 3 4 5 5 l3 14 IS 15 Q ;5 6 6 7 1 8' 8 q q 9 b 10 II 11 12 12 if s fib• 2 3 4 5 5 6 1 1 8 3 1 9 10 II II 12 12 13 13 14 IS VS 16 �; �• 3'6• 2 3 4 5 5 6 l 1 8 8 4 9 10 11 11 12 12 13 13 14 IS 15 tb i 1 Q 20 GA x 1-U4'wlvE STRAP R T 5IDE}'ALL 20 6A x *1 A WIDE Lp T 1-I.N1T SIDE WALL 71.N1 i3 FROM ANGHGR t1P TTE RU"L L S FROM ANGLER I P THE WALL STIR.INSTALLED R!THE YIOOD oR gTEa STUDS WALL STUD.WALLED IN THE REV 13Y DATE FACTORY.SEE BUILDING PLANS FACTORY.SEE BUILDNG PLANS f IEOp OR STEEL S1UD5 FOR FAS WVE OF STRAP.SEE FOR FASTENING OF STRAP.SEE—\ CHARTS AO T1�IS 5FEET FOR CHARTS ABOVE 7115 SHEET FOR SPACING OF ATIG11pR5 SPACING OF ANCHORS 2'MIN 1r MIN. FINISH o -- NOTES: DATE= ro�sios 6RAr5-E i 1 1' , . ...: FiNI I. A1IGfbRS P1.1GED AT 24' FINISH 6RAD�E MAX FROM END CF GRAD I I- �l I - I FINISH DRPJ N B(, pA I I-1 I I I=1 I i BUILDING r - I {- '=1 I GRADE I�!11-I I�I E=i I d I I-I!H I I-1 i 1=1 11=1 I►=1 11=1 I I- FAc+,s,oE of r�u,LD1,G I I�i I E3 I r=1 I c j I C!I r=1 _ i�I I f=1 i I I !I I�11=- 1 - I-1 I f�I t= I f=1 I H I=4:x 6• _�T�1 I I =1 I I�I-I SCALE: A5 NOTED 1 i�l I i t��l 3. A?KF+oRs 2{OULD t3E T�I I k-1 I I--I 1 l0.No: I124'A I L—;i I�I f=1 I. , �i I I� I-1 I I-'11=1 f=1 I I-1 f; I I-1 11=1 I I� SPACED AS EGUAL AS soLID CAP 3 I l�I f= I I !!A_I !I I_n— 11�''— I I IE I I ,1_i j I PossiaLE STfLL FALLING 1=1 I�I I h I =1 11=I i — 1- �5 2 SECTION ' 45. 04TH; 5nos —,fir- 4a•o.c_ �I I—JI SHEET SCALE:3/4'=1'4' q5 1 vIEGTIGN 4s• THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING COPE FOR A THR'REE SEGON D GUST OF q0 TO 150 MPH. SCHEDULE$ FOR ANCHORS PLACED VERTICAL INTO GROUND `; $ ANCHORING SCHEDULE FOR 90 TO 115 MPH WIND SPEED, EXPOSURE 11B" a BLDG NUMBER OF ANCHOR5 EACH 51 DE WIDTH fvvc 6'-0 8'-0' I7-0 1Y-0' 14'x!' I6'O' 181-0' 20'-0' 22'-0' 24'-01 26'-0' 284' 30-47 32'-0' 34'-O' 3"-O' 38'-0' 40'-0' 42'-0' 44'-0' 46'-O' 484' 50'4' ry SPACING ' 6'47 9'-b' 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 6 Ul 3 8'4' 161-0' 2 2 2. 2 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 10'-0' 13'-0' 2 2 2 2 2 2 3 3 3 3 3 3 3 4 4 4 4 4 4 5 5 5 5 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 4 5 5 5 5 5 5 <1 og P 13'-8' U 16'-0' I4'-0' 2 2 2 2 2 2 2 3 3 3 3 3 3 3 4 4 4 4 4 4 4 5 5 a 0 C {{ 0-0' •il'6' 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 4 5 5 5 5 23 4' l(7& 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 5 6 6 `� itC '`� Ul tt[[ ANCHORING SCHEDULE FOR 116 TO 135 MPH WIND SPEED, EXPOSURE '8' y Q � BLDG NUMBEiR OF ANCHORS EACH SIDE ; w .z �O U:yi .�, obi O t WIDTH SPAGG'4Ci b'-O' 8'-0' 10'-0' 12'-0' 14'-0' 16-07 18'-07 20'-0' 22'-0' 24'-0' 26'-0' 28'-0' 30'-0' 32-07 34'4' 360' 38'-0' 40'-0' 42'-0' 44'-0' 46'-O' 48'-0' 50'-0' t °1 ` ' q ; 6'-0' 6'-o 2 2 2 3 4 4 4 5 5 5 6 6 6 1 1 1 8 8 8 9 9 4 10 vi k`\ 47 10 07 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 1 1 1 v�o 2 2 2 2 3 4 4 4 5 5 5 5 6 6 6 1 1 1 1 8 8 8 9 13'-b' 2 2 2 3 4 4 4 5 5 5 6 6 6 l 1 1 8 6 8 9 9 4 10 Ib'-O' 8'-6' 2 2 2 2 3 3 3 3 4 4 4 4 4 5 5 5 5 6 6 6 6 1 1 FQE 20'-0' 1'-O' 2 2 2 2 3 4 4 4 • 5 5 5 5 6 6 6 1 1 1 1 8 8 8 23'x• 6'-0' 2 2 2 3 4 4 4 5 5 5 6 6 6 1 1 1 8 6 8 9 9 q !O " "`��,� ANCHORING SCHEDULE FOR 136 TO 150 MPH WIND SPEED, EXPOSURE '8" 1T1C2Q sue;N BLDG NUMBEIR OF ANCHORS EACH 510E �;: �, ° �,.. WIDTH SPACING &'-o- b'-0 10'0' 12'47 14'-0' 16'-Q' I8'-0' 20'-0' 22'-0' 24'0' 26'-0 2 -0' 30'-0' 37-0' 34'4' 36'-0' 38'-0' 40'-0' 42'-0' 44'-0' 46-0' 48'-0' 50'-0' 4p .t••'g��. UI 6'O' 5'-0' 2 2 3 4 4 5 5 5 b b l 7 l 8 8 9 9 9 10 10 II U II `_ 2 2 3 3 3 3 4 . 4 4 4 5 5 5 5 6 6 6 6 1 1 1 1 8 111 O 10'-0' 6'-b' 2 2 2 3 3 3 4 4 4 5 5 5 5 6 6 6 1 1 1 8 8 8 9 1 IC-8' 5'-6' 2 3 3 4 4 4 5 5 5 6 6 1 1 1 8 8 8 9 9 q b 10 II o V 13'-8' 2 2 3 4 4 5 5 5 b 6 7 l 1 8 8 q q q I0 IO II A it R ff 16.4' 6'-6 2 2 23 3 3 4 4 4 55 5 ' 5 6 6 6 1 11 8 .8 69 247-0' 4-6' 2 3 3 4 4 4 5 5 5 6 & 7 1 l 8 8 8 q q q 10 I0 11 ` 23'4' 5'-0 2 2 3 4 4 5 5 5 6 6 7 1 1 8 8 4 q q IO p t1 p 11 O NOTES: 5/8'm BOLT 1W2'FENDER WASI Eft T}�1 1. ANG11CR5 PLACED AT 24'MAX FROM 5/8'm BOLT W2'FENDER}'A51-€R 7}NSl EYE OF ANGNGK SEE NOTES AND cl-tART5 Ev EYE OF AN 410R SEE NOTES AND CkNRT5 L"T SIDE WPLL THIS SiEET FOR SPACING AND FASTENING. TENS 5HEET FOR SPACING AND FASTENING. 2. MU^1111A-1 OF T1'10 ANGFIORri F_AGN SIDE I 2x BLOCKING AT OF BUILDING WIT SIDE NALL BY DATE BOLT LOCATION a Y 3. 2x BLOCKING USED AT EAGN BOLT 2x BLOCKING AT ECYO`V RIM JOIST. DOLT LOCATION ONLY 4. 1N ILIE11 OF EYE NXPORSi DOLUI E f HEADED STRAP AIXJ40R MAY BE USED — 12'KK 12'MI1t. AS Stop{LV EIElOi 1 FIND — — FINISi4 DATE 10/5/03 :. —I GRADE FiN15H FINISH GRADE I I=1 I I I CI I F ''- ' I I Ll I I I—! DRAI N4 BY. .DA II�If= I-ll�ll� I�I�I II=11� GRACE Iii t�il�IL--3�1 Ir���1TH1{ !�I[cRAVE I I�11=1 I! �_� 40'x 5/a'erE ANCHOR I I— 11=1 I f I C{I L=l I f=1' x i6•x a'soup I I-1 I C�I I— I f-1! I CHECKED BY: F5G 1 I C I�I I WITH A 6'HELIX ! I I—I I! I!� I I�I I=1 I�i(�I I ELCGK AT 487 O.G. I I I� C-I 11=1 I I I I i SCALE: AS tNOTED 1 . IEIif=1 II�III�I -I c �I4-1!' = IE �IIJ l- rte! I- I I INSTALLED A5 St+ON l �!I I I�I! I IA -1 !- I� �-40'x 5/8'EYE AtJGFiCR I I I I !r i l0.NO: 112-Q" I I i ! -1!!-'I t= 11= =i I I I�I 11- NNTN A 6•Hftlx ''=1 I I�I i1!I-1 I I _ -) l INSTALLED As 5HO1ti4 I I Imo!I' SHEET d SECTION SECT ION T SALE:3,'4'=1'O• 3 A - 2 ':GALE:3,`4'= THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FOR A THREE SECOND GUST OF 40 TO I50 MPH. SCHEDULES FOR ANCHORS PLACED AT 45° INTO GROUND n ANCHORING SCHEDULE FOR 90 TO 115 MPH WIND SP5�D, 5XPOeARE "C" 0 oa�� NUMBER OF ANCHORS EACH SIDE BLDG MAXo, WIDTH b'O" 8'-0' !O'-O' !2'-0r I4'-0' 6'O 18'-O 20'O• 22-0 24'-0' 2610 2 -0 30-0 32'O' 34'-0' 36'-O' 38'-0' 40'-V 42'-0" 444' 46'-0' 48'-0' 50'-0' - 5PAGI,JG b'-0' 5'4' 2 2 3 4 4 5 5 5 6 6 1 1 T 8 8 4 q q 10 IO II II II 3 B'-0' 2 2 3 3 3 3 4 4 4 4 5 5 5 5 5 6 6 6 6 1 7 7 1 IO-0' T4' 2 2 2 2 3 4 4 4 5 5 5 5 6 6 6 1 1 l l 8 8 p q Q II'-8' 6'4' 2 2 2 3 4 4 4 5 55 6 6 6 l 1 1 8 p p q q q IO 13'-8' 5'-0" 2 2 3 4 4 5 5 5 6 6 7 1 1 8 8 9 q q 10 b II It II (3 tb'-0' B'4' 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 61 O' 6'-0' 22 2 3 4 4 4 5 5 5 6 6 6 l 1 7 8 8 8 q q q ii 10 n ₹s 23-4 5'-0' 2 2 3 4 4 5 5 5 66 l 7 7 8 8 1 4 9 10 10 II 11 II ` - ...... �., 1LaS ANCHORING SCHEDULE FOR 110 TO 135 MPH WIND SPEED, EXPOSURE "c" . BLDG NUMBER OF ANCHORS EACH SIPS ����,�` ?� v•gip o b'�O', yC WIDTH '•• 6'-0' 8'-0' 10'-0' r2'-0' 14'-0' 16'-0' 18'-0' 20'-O' 22'4' 24'4' 26'-0' 20'-0' 30'-0' 32'-0' 34'-0' 361-0' 30'0' 40 0' 42'0' 444' 46'4' 40 0' 50'-0' 0 � v Q SPACING 2 3 4 5 5 6 1 1 8 8 9 9 10 U it 12 12 i3 13 14 15 15 16 Oz 0�. > •. 6,'•.60 .'C`O S ` 84' 5'b' 2 3 3 4 4 4 5 5 5 6 6 1 7 7 8 8 8 q q 1 10 to 11 ,'' 2 O-ct 4-6' 2 2 3 4 5 5 5 & 6 7 1 8 0 9 q q p 10 II II 12 l? 13 \ z . t8' 4-0 2 3 3 4 5 5 6 6 1 1 8 8 1 1 b 10 II 11 12 12 13 13 .14 ., 13 8' 3'b' 2 3 4 5 5 6 7 1 8 8 q 1 10 11 II 12 12 13 13 14 15 15 J!J Quo ; b y am` • 4 4 5 5 5 6 6 T l 7 8 8 9 1 4 10 !O II II 11I ? Z 20 0" 4'-0' 2 3 3 4 5 5 6 6 1 7 8 8 4 9 b 10 II II 12 12 13 13 14 ® b ¢ip Z3 3''-4' -6' 2 3 4 5 5 6 7 l 8 8 q 1100u U 11 12 12 13 13 {4 IS IS 16 ANCHORING SCHEDULE FOR 130 TO 150 MPH WIND SPEED, EXPOSURE "C" :���........• a as •% 4 BLDG NUMBER OF ANCHORS EACH 510E F_ __ _ WIDTH MAX ;Q 5PAGItJ6 6'O' 8'-0' f0'-0' 12'-0• 14'4' 16'-0' 18'Q' 20'-0' 22'4' 24'4' 26'-0' 2b'4' 30'-0' 32'-0' 34'-0' 36'0• 38'p• q0'p• 42'-0- 44'4' 46'4' 48'4' 50'-0• �2 p ?'0 7 w 6-0' 2-6' 2 3 4 5 5 6 1 I 8 I 1 4 b II 12 13 13 14 15 I6 17 11 18 II 21 �� �4. ..... •5' 4'6' 2 2 3 4 5 55f [6 6 7 l 8 8 q q 4 1O1O II 11 12 12 13 10'-0' 3'-6' 2 3 4 5 5 6 1 1 6 8 1 q 10 II II 12 12 13 13 14 15 15 16 a a—p II'-8' 3 ' 2 3 3 4 5 5 6 1 1 8 4 1 b 11 H 12 13 13 14 15 15 16 Il =3 Z t�O� `t 13'-&' %-6' 2 3 4 5 5 b 1 8 1 1 1O It 12 13 13 14 15 Ib 17 I1 t8 11 21 �`p ; 6-0' 3-6 2 3 4 5 5 6 I 12 12 1 7 . 1 8 8 1 4 t0 II I3 t3 14 IS 15 16 d 20'0' 34' 2 3 3 4 5 5 6 1 1 0 4 4 10 H If 12 f3 13 1413816n IS 16 Il Q 2Y-4• 7-6' 2 3 4 5 5 6 1 8 4 4 1O 11 12 13 t3 14 15 Ib 11 11 t8 14 21 V3 20 6A x t-V4'HIVE 5TRAP 20 6A x 1-V4'HIDE STRAP LT 510E MALL RUNNING FROM ANGtIOR LP THE REV 13Y DATE /-NMUT 510E HALL RJMI 6 FROM ANCHOR LP / W TIE kL SRO.INSTALLED IN THE ALL STI.O.NSTALLEO IN THE 1.1000 OR 5TEE1_5TW5 FACTORY.5EE EAIILDIN6 PLANS PIDOD OR STEEL STUDS - FACTOR .SEE BUILDi116 PLA16 I FOR FA5TENM6 OF STRAP.SEE FOR FASTENR'IG OF STRAP.SEE / CHARTS AI30vE 1145 SHEET FOR CttART5 A80VE THIS SKEET FOR I PAGNG OF A10-1085 5PAGil1G OF AI10R5 2'Hl N 12'MiN i NOTES- DATE: 10/5/03 FIM5H I I. ANCHORS PLAGEO AT 24' FLASH DRAT P! SSA GRADE I FINI ; . - FINISH GRADE t tA)(Fk'014 I?1D OF GRAI j I " I ' I= - I�I �- I GRADE CHECKED 6Y: I% F= 11=1 I 11=1 I DUILDING -i' h I 1 11={11=1 I—I I=1 I f r 1 1=3 I 1 I 11= —III={1' 'i! I f. T 11=I C=1 I I I L—III—11 11=i I Iii 11=1 I I~1 I 2. MNiM"of W ANC44Olz I�l I[=1 I( I ��i I— 1 I�Tf=!I f-!I�I I�I�I I I-1T_I-1 I =i I�3 I 1 3• A+c++azs 5Ia.LD aE I f=1 I�!I II��I 4• I 11=1 i I-1 11=1 I ICI I C I 1=_I I Ci 11=1 I�3 I I—i I I I-I I�I 11- SPACED AS EGUAL AS I-lT1 11=I 1 r SID cAP .l I�T— I�1 E I f 11-1 I 1 I r-1 PCSSIF)LE STILL FALLING I I -�I " SHEET ® EGTION IT{1 t- ° - 1-t°TU05 IA5 EGTIQN 3( �• ss. : '= m SCALE 3/4 1'4' THESE PLANS WERE DE5F6NED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDfN6 CODE FOR A THREE SECOND GUST OF g0 TO 150 MPH. 4 SCHEDULES FOR ANCHORS PLACED VERTICAL INTO GROUND ! ITj O N ANCHORING SCHEDULE FOR 30 TO 115 MPH WIND SPEED, EXPOSURE UGH NUMBER OF ANCHORS EACH 510E U1 I BLDG MAx Y{IDTH 5PAGiN6 6'-0 0'-0' O'O' 2-0 14'-O' 16'O• 10'-0' 20'-0' 27-0' 24'-o 26'0 20'-0' 30'0' 32'-0' 34'-0' 36'-O' 30'-O' 40'-0' 47-0' 44'-0' 46'-O' 40'-0' 50'-0' —1 1'-6' 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 7 1 l l 8 111 8O' 12•-0' 2 22 2 2 2 3 3 3 3 3 3 4 4 4 4 4 4 5 5 5 5 5 o 10-0' IO-O' 2 2 2 2 2 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 6 6 6 I -8' 8'6' 2 2 3 3 3 3 4 4 4 4 5 5 5 5 5 6 6 6 6 7 7 l 7 <1( f3'-8' 7'-b' 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 7 1 1 7 8 V 16 O' II'4' 2 2 2 2 2 3 3 3 3 3 3 4 4 4 4 4 5 5 5 5 5 5 6 H Q N a 20'-0' 9'-0' 2 2 2 2 3 3 3 3 3 4 4 4 4 5 5 5 5 5 6 6 6 6 1 u� 23-4' T-6' 2 2 2 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 7 1 1 1 0 hi ANCHORING SCHEDULE FOR 11b TO 135 MPH WIND SPEED, EXPOSURE I'c° :-��'P; pvo�P ELDO NUMBER OF ANCHORS EACH 51DE c Q z_4 m .U; N{IOTH 5PACIWi 61-01 0'-0' 10'-0' r2-0' 14'-0' Ib'-0' 10'-0' 20'-0' 274' 24'-0' 26'-0' 28'-O' 30'-0' 37-0' 34'-0' 36'O' 30.0` 40'-0' 474' 44'0' 46'-O' 40'-0' 50-0' Y'06, Z c2 r Ci S p 60' S-0' 2 2 3 4 4 5 5 5 6 6 7 1 1 8O' 0'-0' 2 2' 3 3 3 3 4 4 4 4 5 5 5 5 6 6 6 6 1 l 1 l 8 ; ,,,,'" �` � � •p 10-0' 6' 2 2 2 3 3 3 4 4 4 5 5 5 5 6 6 6 1 1 l 8 8 0 q )2) T Z 2 3 3 4 4 4 5 5 5 6 6 1 1 7 8 0 8 4 4 4 IO 0 II 4° d b gy ' • 13'-8' 5'-O' 2 2 3 4 4 55 5 6 6 1 1 1 II II 16-0' 1'-0' 2 2 2 2 3 4 4 4 5 5 5 5 b 6 L. 1 1 4 10 H N o 217-0' 5'-b' 2 3 3 4 4 4 5 5 5 6 6 1 1 1 8 6 8 4 4 4 10 10 1 V'��b z 4 h 13'4' 5'-O' 2 2 3 4 4 5 5 5 6 6 7 1 1 0 8 4 9 4 p IO N I! I! X Fo ANCHORING SCHEDULE FOR 139) TO 150 MPH WIND SPEED, EXPOSURE "G" liii iiNUMBER OF ANCHORS EACH BLDG f^iIDTH tic a SPACING 6'-0' 8'-0' 104' 12'-0' 14'4` I6'O' I0'4' 204' 274' 24 O' 26'-0' 284' 30 4• 32 4" 34'-0' 3b'O' 38'O' 40'-0' 474' 44'-0' 46'4' 48'4' 50-0' :U lll z L , o r lY b4' 3-&' 2 3 4 5 5 6 1 1 0 8 4 4 10 II II 12 12 13 13 14 1S 15 16 °�'y 0`� 4._ 8-0' 6-0' 2 2 2 3 4 4 iii iii ii 5 5 5 6 iii ii ii 6 1 l 7 0 8 8 q q q 10 IO-0' 5'-0' 2 2 3 4 4 5 5 5 6 6 7 1 1 8 8 4 9 4 10 10 it II II D a II'8' 4'-b' 22 34 5 5 5 6 6 11 88 41 9 10 10 II It 12 I2 13 t3'0' 3'6' 2 3 4 5 5 6 1 1 0 8 9 9 10 II II 12 12 13 13 14 15 IS 16 QED 16'4 5'-0' 2 2 3 4 4 5 5 5 6 6 l 7 7 0• 0 4 4 4 10 IO N H II d } 4'-6' 2 2 3 4 5 5 5 6 6 1 1 8 0 4 9 1 10 10 11 it 12 12 13 T( `t 23'4' 3'6' 2 3 4 5 5 6 7 7 0 0 9 4 10 11 II 12 12 13 13 l4 15 15 16 11 5 O NOTES: 5/89 DOLT W25FENDER HASHER THL 1 L ANCHORS PLAGEi2 AT 24'l t X FRCA4 5i8'.DOLT I'V2'FE WDER HASHER TI-" <t EYE OF 0CF10R.SEE NOTES AND CHARTS END OF E U WWC,. EYE OF ANCHOR SEE NOTES AND CHARTS UNIT 510E HALL THIS SItEt FOR SPACING NV FASTENCtri. 2 MIND 1Ul OF T1, SIDE THS SHEET FOR 5PACMS AND FA5TENING. I 2x DLOCKN6 AT OF DU11-01NG REV BY DATE 3. 2x DLOCKMG U' AT EACH DOLT 2x UILOCKING AT UNIT 5112E HALL DOLT LOCATION OT�Y BEYOND RM J05T DOLT LOCATION ONLY 4• N LIEU OF EYE A*eG- DOUBLE 1-ABED STRAP ANCHOR MAY BE USED AS SAiC I DELON I Flw� IE vRADE 1 X31 I I I I�11 11=11= I�I 11-11�w FIr1ISH Flwsla DATE= lorsro5 I f�I►- I-1 I II!=I = 1= I�I I I I�I I t veaDe=1 11=1 L--1 11=1 I L I!=' • I E—I I-1 I C—III I�3 I F G�'�E L'v 'DY` MA s I—I C3I 111 tHTI�40•x 5/3'EYE Avu CR _ 11=1 I!_ =1 I I�I I f�I C—!I I=1, a Ec1cE�aY F��G I I III— �1 !=3 I f= 1 ITH A 6'HELUc =3 I I�I C—III TAT 'I�i 11=1 1 I I=I I 'x`6'x a'soL`D IIEI I J I I 1 ICI I E �LI {_ �i I PETALLED AS 5HOYTI I I I=1 I I —I _I I I� I,—I I` E OGK AT 48'O.G_ _I I I� III—I `scr NLEI AS NOTED i I I I I� -1 I� �l I I f=1 'I I— I I 40•x tea'EYe Awc,+oR I I-.1 . 11=1 I rto.No 112v�ra ,, I I I�I I "TH A 6'HELIX `=1 III— I E-I I r IL N5TALLED AS 401N I I I-I I r SHEET SECT ION SECTION SE.NE.E.3/4'=1'-0' SCALE 34'='-0' 4 THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2OO4 FLORIDA EUILDINO CODE FOR A THREE SECOND GUST OF 90 TO 150 MPH. •A Cam`. -J,l a Q0 PAD CH�DULE FOR ALL WIND SPEED6 AND EXPO5URF-5 iL J_gg NUMBER OF PADS REQUIRED BY BUILDING LENGTH UNDER EACH SKID (MAX SPACING 6'-02 O.G) WIDTH &'-0' 8'-0' 10-0' 17-0' 14'-0' 16'-O' l8'-O' 20'-0' 22'tY 24-0' 26'-0' 2a'-O• 30'-0• 37-0' 34'-0' 36'-0' 38'-0' 40'-O• 42'-0' 44--O' 46'-0' 48'-0• 50'-0' Ill V it 6'-O' 2 3 3 3 . 4 4 4 5 5 5 6 6 6 1 1 16 0 8 q q q Ip N n f 8'O' 2 3 3 3 4 4 4 5 5 S 6 6 6 7 1 1 8 0 0 q 4 4 10 i - IOO' 2 3 3 3 4 4 4 5 5 5 6 6 6 l 1 1 0 0 0 4 1 4 10 t'- ' 2 3 3 3 4 4 4 5 5 5 6 6 6 T 1 1 0 0 0 q q q -is-- !3'8' 3 3 3 4 4 4 5 5 5 6 b 6 7 1 7 0 0 8 q q q 10 ti Ib'-0' 2 3 3 3 4 4 4 5 5 5 6 6 6 1 7 l 0 0 8 4 q 9 i0 Q C 20-0 2 3 3 3 4 4 4 5 5 5 6 6 6 l l 1 0 0 0 9 q q 10 23'-4' 2 3 3 3 4 4 4 5 5 5 6 6 6 1 1 1 8 8 0 q q q 10 1!_ ALL ANGIOR5 5,HOhLV MEOW QUALIFY FOR 501E TYPE 4 A5 PER TEST GONDVGTEO 13Y MEG A IATE5.FRODUGT TESTT INC.AND G GI ALLEY E ASSOATE5 FOR TIEDOI-1 ETJGINEERIN6 OF ATLANTA,GEORGIA 30336 b ��'Q�O�i bJ;w�. ~ MI2H M2N/a MI22 M22_'4 ;� z O '� f PM ` 2 51( Q P/N 2 54005 PM q 54040 PM 1 51045 FIILTI K1'IK DOLT MN.1229 A 5 NMI 5-V2'ETLEVNENT IN THE GONG.AND 3-314'MIN. EDEE D15TA.%E AT 5'-S' O.G.FOR b'TO II'-8' r; , 5/0m 40' x '16. 3i4'm x 48'16. 5/8'9�tt 30'LG. 'm 3/4 x 30'LG. ) - v STEEL ROD STEEL ROD STEEL TROD STEEL ROD ERIILDIN6S AND 5'-2'O.G L FOR A 13'-8'HIDE DUILDINGS 11Th A 6'-q' `�., AND WALL A 4'-b'O.G.FOR d/ Q p\ Q b'Ei4LDING5,4'-8'0.G FOR 0'TO II'-8'WLDD K,5, N w - 0! 6'HELIX VV 2' ::? l2)4'HELIX IV l2)4'HELIX W/ t� OIL f 3 L ANDb'-1'O.G.FORAI3'-8 zo l PITCH 21 PITCH PITCH 6'HELIX ' 7' BUILDING WTH A 8'BALL/ E a ��O� `_ PITCH PV 2 4'3000 PSI GONG.5!.°t3 S E� 111 V W/6x&x1.4x1.4WYLF. (] Q O ON.DO4'FQLYETHYLQE >...++. _1 o.D� V.B.1'V ALL EDGES TAPED Z%q U _MODELS _ _ y ON GLEAN CCWAGTED _-��P, >2 'ALL PART � OTHER F1Atdf o S NAY BE USED PROVIDING THFOR EY ARE EOJAL TO TIEDOWJ E?Y�INEERIN6 EARTH <`oA J o 1��j' Q ODOU➢LE HEADED. %v:y `( z e¢ Q�$ —I GROUND ANCHOR$ _:o o . A SCALE RT5 .y .s Z �2:Vii: > 111 Hill KWIK:DOLT MN. `',,01,d fP�O_ Q 11T115-v2'ETf7Ei71-t3tT Rt THE C .AND 1-3/4'MN. I .j —11 EDGE DI'STAN.E AT 5-Y O°( 9 OG..F0RCT0IP-b' U 5/8"9x40' E9JILDINO5 AND V-2'OG. L6.STEEL ROD FCR A 13'-0'Mt)E \ I I T REV 132 DATE BUILDINGS WTN A 6'-q' 2 x 4 P.T. WALL AND 4'-8'O.G.FOR BOTOM Pi.ATE 1 JOA IV18/05 2500- STEE x O LG. 6' TO IING5 4'8'O.G. F101Jp1 ITHIG GONG.F1G. P51 GONG."ONOL1TM 1 STfT l ROD FOR 8'TO .C.F E,UfLDIN65. W/2-45.9 GOVT.ITYP) FO0Til*W/2-255 GOVT. AND b'-l'O.G.FGR A 13'-6' I BVLDING WITH A 0'WAIF_ WITH LAPPED JOINTS S HEL 6'm hUTH 2' I i I I-1 i f=1 I .. ..• III-' I DATE. 10/5/05 PITCH �� I�4f�I`VIII. 11-1! IC =!I E 11-1 1 1= I I I-i I—I I►-1 "'e G G °�`` �'` { SCALE: A5 WTED �- —' 1=_III=1 I -I'=o• I I- I'Lo.NO. 112-059 A ANCHOR$ n` CORAL ROCK ANCHOR 5IrCTION n FOUNDATION PLAN SHEET SCALE:N.T.5. ��J SCALE:NT5. SGAlE:3;4' I'-O' 1 CC-ALERTS. &C-I-M EO%T-IBER5 OF PADS IN CHART AND ADDED SPACING REOJIREMENT as !!� THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2004 FLORIDA BUILDING CODE FORA THREE SECOND 605T OE Ii0 TO 150 MPH. Fri