HomeMy WebLinkAboutProduct Approval P,r=cr=ivM
JUL 2 3 2011
7 St.Lucie county
ANDI H
���� AR6A FOR APPROVAL STAMPS
P.D. BOX 850 DWC 2� /1 pl6ot,o.rLus1�Z t.
5NAIN5BORO, GEORGIA 50401 AW-, -----
RIC44rd 1.Boom
hgodatt YuadUig Plans EmvJucr F1oriia CarlUkcla vwP L45
MASTER P�AN
TURNAROUND NOOD 5HED 150 MPH bAtplett•onlueerNolheeaquerren
It ON IGN GRITBRIA NIP-GABLE ROOF)
I, WIND VELOCITY 150 M.P.H. uoHJntTe Z°a'f for flr:A
2. WIND IMPORTANCE FACTOR 0.77
S. BUILDING CATEGORY I
4. WIND EXPOSURE G F1n•ide�enut�aturedlite
Act and odoprrd Gndes Hrd
S. INT,PRESSURE COEFFICIENT !0.18 Armen to nw tottowlr�a
6. ENCLOSURE CLASSIFICATION ENCLOSED capAtaso jor,t► f
SITE INS74LED ItEMS 1. BASED ON HEIGHT 8 FEET 04,608e41,
SH "NT INDIX 8. OVERHANG NO Alin",'1 ot`n
NOTE THAT THIS LIST DOES NOT NECESSARILY I q. COMPONENTS AND CLADDING WrdVGW,.-
LIMIT THE ITEMS OF WORK AND MATERIALS THAT SHEET NUMBER SHEET TITLE -ROOF LOAD ZONE a2) S3q PSF p��dD1"F M" i S ake
MAY BE REQUIRED FOR A COMPLETE AOow I-
1,y
INSTALLATION.ALL SITE RELATED ITEMS ARE 6-1 COVER SHEET -ROOF LOAD(ZONE 03) -81,5 PSF ApproRf
SUBJECT TO LOCAL JURISDICTION APPROVAL. -WALL LOAD (ZONE 04) -40.8 PSF wal
C-2 NOTES -WALL LOAD (ZONE 05) -50.2 PSF Appwma;thicUap -tWa -w
1.THE COMPLETE FOUNDATION SUPPORT AND 10. FLOOR DE51GN LIVE LOAD 75/125 PSF AWromaAppo� ," Moir
TIE-DOWN SYSTEM. A-I FLOOR PLAN From f qp)a d caBn
2.RAMP5,STAIRS,AND GENERAL ACCESS TO THE A-2 FLOOR FRAMING PLAN AND CHART FLOOR DESIGN DEAD LOAD 12 PSF 9teulaws
BUILDING. II, ROOF DESIGN LIVE LOAD 20 PSF
3.ELECTRICAL SERVICE HOOKUP(INCLUDING A-3 ROOF FRAMING PLAN AND CHART ROOF DESIGN DEAD LOAD 8 PSF
FEEDERS)TO THE BUILDING. A-4 FRAMING SECTIONS 12. WALL DESIGN DEAD LOAD 8 PSF
A-5 ENDWALL SECTION AND DETAILS 13. CONSTRUCTION TYPE Q B rtAPPR
rr
14. BUILDING OCCUPANCY a UTILITY SHED
A-6 DETAILS 15. FIRE RATING EXT.WALLS OCal
A-7 DETAILS 16,ALLOWAIBLE NUMBER OF FLOORS I
A-5 SECTIONS 11, THE CONTRACTOR/MANUFACTURER MUST
vi?i{rr�w A-9 SECTIONS AND DETAILS CO S.L THERE AM NDMENT CODES AND
,,....11
=� GAR04 r, �:p:•�G A-10 HEADER DETAILS AND CHARTS -FLORIDA EUILDING CODE-2007 E
pQ1'�ES.... I •FLORIDA MECHANICAL CODE-2001 0
FLORIDA PLUMBING CODE-2001 0,147gI
r 4 SEAL FLORIDA ACCESSIBILITY CODE-2001
108 -FLORIDA EXISTING BUILDING CODE-2001 V
r
�� NO.11 P ;v; S�Pty q?rC? �•�frr_E,:�/
., _'•,F F -' '+,•y7 a •FLORIDA FUEL AND GAS GODS-2007
4r�9�•NGIl�ti.•Q$� ri/U/c. L O •;F',4o: •FLORIDA FIRE PREVENTION CODE-2007 CAt',b
'he�,S NATIONAL ELECTRIC,CODE-2006 1 JDA T/15)TI REYISED STRAPPUIG FASTENING
NFPA 101 LIFE SAFTEY CODE-2006 REV BY DATE DESCRIPTION
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH.
HANOI HOU6IN THIS DRAWING 15 NOT VALID DATE a/zs/LE
HEET
GEO ��/r LL ����pNRNAR017NO HOOD 5HED 150 MPH UNLESS 51GNED IN PURPLE INK. DRAWN BY. JDA
RGaa14241q L PIANAN 20538 B!DG-A/UNI E01i HER ROAD SKAINSBORO�GEOROI 90401 �M SSI A PPI a0548 LARGO, 21-52 - 33111 (4761 231-6108 CJ 4+ SGALE� 5 NOTEDMISSI551PPIN 8925 VOICE,127-524-IQOSTEXAS;a 54IOOIII08 FAX,721-524-12gqCOVOIR 8HII:T 7/(;-t/ W,O.NO. 451-023OF 12
AREA FOR APPROVAL STAMPS
GINER4 NOtE3
I. THIS STRUCTURE WA5 DESIGNED IN ACCORDANCE WITH THE 2001 EDITION OF THE FLORIDA BUILDING yG1)l y]'�
CODE(F.B,G)PI/200q AMENDMENTS.WIND LOADING DESIGNED IN ACCORDANCE WITH A5CE-1-05. Ada ,p m '�—^--'
2. ALL MATERIALS AND LABOR SHALL BE IN ACCORDANCE WITH THE ABOVE CODE AND ALL OTHER d Br - -•-••••••
APPLICABLE LOCAL CODES AT THE TIME OF MANUFACTURE, Wchonl L.Bullock
3. WRITTEN DIMEN5IONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS. Mod rBWId6taYlensEwmluerxlocWaCaiBket¢&Nl�'d'i
4, OUT5IDE OVERALL DIMENSIONS CAN VARY BETWEEN LIMITS 5HOWN BUT MEMBER 5PAGING.5HALL NOT
EXCEED LIMITS AS INDICATED.
5, LUMBER USED FOR CONSTRUCTION OF THIS BUILDING SHALL BE AS FOLLOWS.
FLOOR J015T5 2x4 S.Y.P.#2 12%TO 15%MOISTURE CONTENT
2x6 S.Y.P,#2 12%TO 15%MOISTURE CONTENT
WALL STUDS 2x4 S.Y.P,#I 12%TO 15%M015TURE CONTENT
ROOF RAFTERS 2x4 S.Y.P.#1 12%TO 15%M015TURE CONTENT
COLLAR BEAMS 2x4 S.Y.PAI 12%TO 15%MOISTURE CONTENT NDI
WINDOW SILLS 2x4 S.Y.P AI 12%TO 15%MOISTURE CONTENT p
6. ALL THE FOLLOWING LUMBER 5HALL BE FIRES9ATE16ORY
TREATED SKIDS,FLOOR JOIST AND W T 4 G PLY "APPROVED"
HOOD1. TRU55 DESIGNED TO FLOOR I SUPPORT D.L.+L.L. 28 DOCUMENT
8. SEISMIC PERFORMANCE E-XP05URE G -A.
q. HANDICAP ACCE55 TO BUILDING 15 FIELD INSTALLED BY OTHERS AND SUBJECT TO LOCAL
JURISDICTION APPROVAL.
10. ALL ALUMINUM TO BE 3005-3105 ALLOY WITH 32,000 PSI MINIMUM YIELD STRENGTH.
11. ROOF SLOPE 514ALL BE 3 TO 12 WHEN SHINGLES ARE APPLIED.ROOF SLOPE FOR METAL ROOFS
SHALL MEET MANUFACTURER'S RECOMMENDATIONS.
12. ROOF RAFTERS 514ALL HAVE THE SAME SPACING AS THE WALL STUDS AND SHALL BE LOCATED
DIRECTLY OVER THE WALL STUDS.
13. FOR ROOFS WITH A SLOPE BETWEEN 2A TO 12 AND 4.0 TO 12 SHALL HAVE A DOUBLE UNDERLAYMENT
APPLICATION IN ACCORDANCE WITH SECTION 1501.2.8 OF F,B.C.2001.
14. GALVANIZED STAINLESS STEEL,ALUMINUM OR COPPER ROOFING NAILS A MINIMUM OF 12 GAUGE(0.015 "•�,
INGHEW SHANKS WITH A MINIMUM V DIAMETER HEAD SHALL BE USED.FASTENERS SHALL BE LONG
ENOUGH TO PENETRATE INTO THE SHEATHING d/a"OR THROUGH THE THICKNESS OF THE SHEATHING. w„ Ste.
15. ROOF ALTERNATE i O.OIq"ALUMINUM OVER Vb"PLYWOOD OR OS,B.SHEATHING MAY BE USED A5 A
METAL ROOF.
16. OPTIONAL EXTERIOR ROOF COVERINGS INCLUDE ALUMINUM OR SHINGLES OVER 5/8"PLYWOOD OR
0.5,8.WITH 2 LAYERS OF 15 LB.FELT,
11. OPTIONAL EXTERIOR WALL COVERINGS INCLUDE CORRUGATED ALUMINUM,MASA ALUMINUM,4"LAP ' 0'•<
: .g•.fir .,
ALUMINUM,5/8"P.T.TI-II SIDING,VINYL SIDING WITH ENERGY BRACE BACKER AND"PLEKO"STUCCO ON 4 4"•.r r.........
5/6"DEN5E GLASS GOLD.
15. TIE-DOOOS SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODES.
Iq. ALL DOORS SHALL BE ABLE TO BE OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY. CARp4`r,r Ui
20.DOOR SHALL BE 2 1/4"x 11/ib"ALUMINUM EXTRUDED FRAME WITH AN ALUMINUM PANEL INSERT. i Q ,•E,"5/o..!n,4r
ALUMINUM TRIM AND ALUMINUM PIANO HINGE ATTACHED WITH ALUMINUM RIVETS.DOOR ATTACHED TO p of 44"V
VERTICAL 2x4.OPTIONAL DOORS INCLUDE DOUBLE ALUMINUM DOORS,GARAGE DOORS,60"x 12" `�nQ SEA L % NO 1d
ALUMINUM POOR,30" AND 48"SINGLE DOORS,AND PRE HUNG STEEL DOORS.TYPE SIZE,QUANTITY ; '*S PR No.14 41
AND LOCATION MAY VARY. M�'11108
'
21. BUILDING 15 CLASSIFIED A5 UTILITY SHED,15/125 P.S.F.FLOOR LIVE LOAD.(NOT FOR HABITATION) ��r '•.FN ESQ;iG -pF ?/NEE¢
22, ALUMINUM WINDOWS-TYPE,SIZE,QUANTITY,AND LOCATION MAY VARY. rr �o..............
•. ..0 1 O S_���v
23. ALL FASTENERS INTO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED FASTENERS. r4 5. CAPS: CARD
``"�•••`• I STRAPPING
JDA 1/15/II REVISED FASTEWNG
REV BY DATE DESCRIPTION
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2004 SUPPLEMENTS FOR A THREE SECOND GUST OF ISO MPH.
FRED S. C.4RDUJ LL P.M. HANOI HOUSE THIS DRAWING 15 NOT VALID DATE. 2/25/04 SHEET
TURNAROUND WOOD SHED 150 MPH UNLE55 516NED IN PURPLE INK. DRAWN BY. JDA
AbABAMA#144bq FLORIDA#15601 1000 SOUTH BELGHER ROAD PA.BOX 830 CHECKED BYr F5G C s Z
G ORGIAq 14241 fNDIANAp 20338 BLDG-A1 UNIT dIl SWAINSBORO,GEORbIA 30401
LOUI51ANAq 20548 LARGO,I LORID}� 33111 (41B)237.6106 /�" � Q
M1551551PPI#8g25 V01, 7Z1-52 -Ig05 SCALEI 5 NOTEDN.
FAX,127-524-12g9 NOTiB 7-11-f/
2 OF 12
W.O,NOr 451-023
AREA FOR APPROVAL STAMPS
SYMMS
ELEGtRIGAL NOtES ti7 qp DUPLEX RECEPTACLE 120V 10
Us•,lo O, y' INCANDESCENT LIGHT :k PlanNo.L�_
I. WHEN AIR CONDITIONING 15 INSTALLED IN THIS BUILDING,IT SHALL BE THE '.,`S'iri•R r p P,.•�Qi WITH 1-60PI BULB Ap avcd ny:tS'_, 4L �_,••
RESPONSIBILITY OF THE HVAG CONTRACTOR AND ELECTRICAL �r o�%/��'F (����:° ® -WC TION BOX 121e4anl L umloctr
CONTRACTOR TO VERIFY WIRE AND BREAKER 51ZE5 FOR ACTUAL HVAG osots`ss $ SWITCH IN War BuBdh,g Plant ExawluxrFlorlrlaCorlli cal!! EW
UNIT(5)INSTALLED,ALL WIRING TO BE IN ACCORDANCE WITH THE
NATIONAL ELECTRIC CODE LATEST EDITION. CAR "to WP WEATHERPROOF
2, FLEXIBLE CONDUIT FOR LIGHT FIXTURES. _=.ON 0 + SWITCH
3. EACH CIRCUIT 15 TO HAVE CONTINUOUS SOLID COPPER INSULATED a OQ OFFS SrpN-L9+,+I $ OUTLET WITH RECEPTACLE
GROUND WIRE CONNECTED TO EQUIPMENT GROUND BAR IN THE MAIN <'•, R OUTLET 120V 1�
DISTRIBUTION PANEL. 3 .° SEAL
4. EQUIPMENT GROUND BAR IN MAIN 015TRIBUTION PANEL 15 TO BE 5*' NO.11108 NOTE:
GROUNDED TO MINIMUM 10'-0"COPPER GLAD EARTH DRIVEN ROD WITH ;� c �cN �Q.v ALL ELECTRICAL EQUIPMENT SHOWN IS
GROUNDING CLAMP APPROVED FOR DIRECT BURIAL. '+, ',"• GINS••S�: OPTIONAL AND LOCATIONS MAY VARY.
5. ALL CONDUIT TERMINATION'S OF I"OR LARGER ARE TO HAVE PLASTIC 'q�O g:'G���; g MAX. 16'
INSULATED BU5HIN65. x�x.....• *— TO 24 ++ NDI
6, ALL ELECTRICAL WORK 15 TO BE IN ACCORDANCE WITH THE NATIONAL _ APPROVED"
ELECTRICAL CODE(NEC),LIFE SAFETY CODE(NFPA 101),LATEST _ //++JJ pp^�l-hh!!r
EDITIONS. /i 2x4 5YP#1 VERT. DOlili:V{F V l
IN
HEIGHT,
T, HVAG EQUIPMENT SHALL BE PROVIDED WITH READILY ACZE551BLE WALL 57UP
DISCONNECTS ADJACENT TO THE EQUIPMENT SERVED.A UNIT SWITCH WITH / LOCATION AND
QUANTITY MAY VARY 32"MINIMUM,q6"MAXIMUM
A MARKED"OFF"P051TION THAT 15 PART OF THE HVAG EQUIPMENT
SHALL BE PERMITTED AS THE DISCONNECTING MEANS ONLY WHERE OTHER ; AND ARE OPTIONAL LOCATION
HEIGHT,DOOR
LOC
DISCONNECTING MEANS ARE AL50 PROVIDED BY A READILY ATION MAY VARY
ACCESSIBLE CIRCUIT BREAKER. SEE VARIOUS SID
8. PRIOR TO ENERGIZING THE ELECTRICAL SYSTEM THE INTERRUPTING ! SEE VARIOUS END \ WALL SECTIONS WITH
RATING OF THE MAIN BREAKER MUST BE DESIGNED AND VERIFIED AS - WALL SECTIONS FOR OPENING5,15.5'
BEING IN COMPLIANCE WITH SEC.110-q OF THE HE( BY A LOCAL VERTICAL WALL STUD/ 3/4"T46 PLYWOOD MAXIMUM
ELECTRICAL CONSULTANT. a? LOCATION I/ FLOOR DECKING
q. THE MAIN ELECTRICAL PANEL,FEEDERS,POWER HOOKUP TO BUILDING a , /
(INGLUDING ALL DISCONNECTS,OVER CURRENT DEVICES,PANELS,
IN
GROUNDING,ETC)15 DESIGNED BY OTHERS,SITE INSTALLED,5UBJECT TO 32"MINIMUM,%"
2x4 5YP aI
LOCAL JURISDICTION APPROVAL. MAXIMUM 6'-0'HEIGHT
10. ALL WIRE5 TO 5WITCHE5 AND OUTLETS TO BE 4I2 THHN 50LID GREEN. P.T.SOLE DOOR LOCATION MAY
II. ALL ELECTRICAL OUTLETS SHALL BE GFGI IN ACCORDANCE WITH PLATE J VARY --
ARTICLE 210.8(A)(2)NEC-08.
W TE
14'-0"TO 30'-0" o
NO 14241
OPTIONAL ELECTRIC TO EACH UNIT
FIELD CONNECTED NOTE, POW U ER SOURCE T UNIT EXISTING h I E� v
ALL WINDOWS AND DOORS LOCATED IN 0p
ENDWALL5 MU5T BE LOCATED 3' I I: OOP. PLAN I J S'-QR II REVISED STRAPPING FASTENIt�i
MINIMUM FROM CORNERS, A-I SCALE, ,T,S. REV BY DATE DESCRIPTION
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 2004 SUPPLEMENTS FOR A THREE SECOND GUST OF ISO MPH,
BRED S. G14Rfll+ULL, P.E. HANDI HOUSE THI5 DRAWING 15 NOT VALID DATE, 2/25/0q SHEET
TURNAROUND 1000 SHED 150 MPH UNLE55 516NED IN PURPLE INK. DRAWN BY, JDA
ALABAMA#140al FLORIDAN 15601 10)0 SOUTH BELCHER ROAD P.O.BOX 030 A
GEORGIA#14241 INDIANA#2033D BLDG-A/UNIT d I SWAIN58oRo,5EOR61A 30401 p i CHECKED BY, F56 14- '
LOUISIANA#I 20540 LARGO,FL��RIDA 33T11 (418)231-6108 (Y(� SCALE, 5 NOTED 11��"11
VidA3N I GAR ILI 0 1111106 Fes, 27 52 12Q9 5 "�-+'G I( W.D.NO, 457-023 3 OF 12
TEXAS#54100 FLOOR PLAN
AREA FOR APPROVAL STAMPS
SKID LAYOUT
15/ 125 F5F LIVE 15/ 125 F5F LIVE
LOAD 5YP #2 LOAD SYP#2
WIDTH JOISTS AlB WIDTH I JOISTS A B
W-W 2xb AT 16"O.G.• 18' 80" 9'-8" 2x4 AT 24°O.G.• 18" 40" ZO//I ��.J .v v3
II'-b' 2xb AT 16"O.G.l' 25" AO" W-B" 2x6 AT 24"O.G,'vo IB" 40" Imi Ylco No.�---••- -
II'-b' 2x6 AT 24"O.G.•' 25° 45" A wed 1"I'
Rlchow L.Cullodt
UP TO 16'-O"LONG rism alor WNW IlenaLxnWlnerFlorWB���°I=��
r�USE 3/4"PLY WOOD FOR 11'-b"WIDE AND 9'-D"WIDE OVER 16 IN LENGTH AND 5/B'FOR ALL OTHERS
i I
A B I A A B �I B A
WIDTH WIDTH
A 2 CHART " NDI
APPR0VE011
DOCUMENT
(?a 2x6 P.T.5YP#2 SKID OR SEE CHART
OPTIONAL 4xb P.T.5YP#2 2/A-2
ulev
tU� ~: 2x4 OR 2xb 51DE RAIL 2x4 OR 2xb
ao :Lu SEE CHART JOISTS SEE
CHART 2/A-2
.FLOe:' F?�'
aS;10 �.�i i I 1
-�CAROC�''',, 2 SEE CHART
^
Qua EsSioy/tg1'h ®IR Vl A-6 2/A-2
:O:o
=.a SSE A`A�•,.k I ��Mgt E HAF W 2x6 P.T.5YP#2 SKID OR
NO.1110a ¢ ie� 14'-O"TO 30'-O" OPTIONAL 4x6 P.T.5YP#2
SINGLE WIDE Q
'VG INl�-„P0�_. i[ PPOF TYPICAL FLOOR
S`CP-r o FNGIN� n tl AMfNC3 PLAN I JDA IA5/II REMED5TRAPPINbFASTENING
gF0 S CpP� A-2 SGA E,N.T.S.
REV BY DATE DESCRIPTION
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 200-1 FLORIDA BUILDING CODE WITH THE 2004 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH.
FR D S. f�i�IRDUJ I.L, P.�. HANOI HOU94 TH15 DRAWING 15 NOT VALID DATE: 2/25/O9 SHEET
NRHARMO w000 SHED 150 MPH UNLE55 516NED IN PURPLE INK, pRAWN BY, JDA
ALABAMMA#14469 ppLOR11DA#1560 I 1000 5011TH BELCHER ROAD pA,BOX 830
GEORGIAP 1424I INDIANA#20338 BLDG-A/UNIT#II 5144INSBOR0,GEORGIA 90401 CHECKED BY, FSC
LOUIVANA# Oq54b LARGO,FLORIDA 339TI (416)231-6108 ft�eQ/d b a!t oG..�t-CQ SCALE, 5 NOTED
N.CAROLPINA##611105 FAXGE1�27 52-12Qq 5 4 OF 12
TEXAS#54100 PLOOR FRAMING PLAN AND CHART ?is-r/ N.O.No, 451-023
AREA FOR APPROYAL STAMPS
20 GA. UPLIFT STRAP NAILING 20 GA. UPLIFT STRAP NAILING
SCHEDULE FOR WALL STUDS (NAILS IN SCHEDULE FOR WALL STUDS (NAILS IN
WITHDRAWAL) SHEAR)
24" O,G, 16".O.G, 24" O.C. Ib" 0.0. lK
NUMBER OF NAILS NUMBER OF NAILS NUMBER OF NAILS NUMBER OF NAILS r— PIRO Na._�..�-.._...-,-
BLDG. WIND EACH END OF STRAP BLDG, WIND EACH END OF STRAP ELM,, WIND EACH END OF STRAP BLDG. WIND EACH END OF STRAP Anred By— ��ian --
WIDTH SPEED 0,131"X 2 j'4" WIDTH SPEED 0.131"X 2 y" WIDTH SPEED O 131"X 2 y4" WIDTH SPEED 0.131"x 2 A" Alc4arl L Bu11oc4
W-8" 150 8 11,-8" 150 5 II'-8" 150 8 IV-8- 150 4 dalerHullding plans ExRoduer Florida CacfUkatsyblUli
*v 150 i 9'-8" 150 5 9'-8" 150 5 9'-8" 150 4
3 CHART 2 CHART
2x2 5YP 01 SECURED A-S N.TS.
TO RAFTER W/8d x2 dl SECURED TO RAFTER W/
NAILS AT 8°O.G. 8d NAILS AT 8"O.G.STAGGERED
NDI
2x4 SYP 01 SECURED TO RAFTER IV oAA D�VED11!
bd NAILS AT 8"O.G.STAGGERED DO`MMM 1'
__
� c5�o'C*ti9 '�, 2x8 SYP dl RAFTERS FOR Q'-8"WIDE AND
O o� 4 '� _' 2'-0" 2x10 5YP 01 RAFTERS FOR II'-8"WIDE 24"O.G,
TYP.
�t10° 77
r4 ,a•'Fly G I tS�4,.��_ v
.S...,Pe
`4t't1111L1!!!ft!
R /�' 2x8 SYP#1 GABLE END RAFTERS FOR 9'-8"WIDE AND
t E R ;r,b0'1 S` �� 2x10 SYP#1 GABLE END RAFTERS FOR II'-8"WIDE
V��5 Fp t�': ryp i
0 14-O"TO 30'-0"
f ;of
OFE550� 1 TE O `Z
TYPICAL ROOF
* Y F wQ o ,fiLpK;. Ga`: I FRAMING PLAN
°q G GPQO �'0611 iQ i�`i�,�` A-S SCAM N.T.S. REV BY DATE( REV(DE��IP�TIDN lENMG
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 20001 SUPPLEMENTS FOR A THREE SECOND GUST OF ISO MPH,
�"I�.ED S. -CARD P.E. HANOI H0LI66 THIS DRAWING 15 NOT VALID DATE, 2/25/09 SHEET
� ��pp TURNAROWD WOOD SHED 150 MPH UNLE55 516NED IN PURPLE INK. DRAM BYj JOA
GEORGIAppl42419 INDIMN 0210338 BI LDG-A/UNBTTE�'1GHER ROAD PD.Box 030
SWAINSEORo GEORUTA 304OI 1 ^) CHECKED BY, FSG 14-3
LOUISIANA#20548 LARGO,FL?RIDA 331
1
I (410)231.6105 9' +� a1 e�.aa 1-�Q SCALE S NOTED
POO N I GAR ILINAa 11208 FAX.e1�21?524�2cill Z/! .// 5 OF 12
TEXAS#54100 ROOF FRAMING PLAN AND CHARTS W.o.No. 451-023
AREA FOR APPROVAL STAMPS
2 1/2"x 1/2"CORRUGATED
ROOF PANELS FASTENED WITH
1/4"-14 x 3/4"HWH TRAXX/)AT
12"O.G.
2x4 SYP 01 STUDS
AT ib"OR 24"O.G.
iz
2x8 OR 2x10 5YP ql 2x4 5YP#1 2 1/2"x 1/2' CORRUGATED )
70P PLATE PANELS(FASTENED W/a8 7 '$O,ll X ys l'";
RAFTER
4 x 1 1/2"WOOD SCREW AT 2 i t--- Plen No.�__^_._ _
b"O.G.(OR EQUAL) Approved By R
i0 �' A.8 Alrh�td U•Uuilur4
Ix4 5YP#1 DADO FASTENED Q
3/4"PLYWOOD W/(3).0151 x 5A'GUNNAILS TsodWnrBulldliepl'IemIIxnulurrFlorldaCartlFkrte9b9 SG
2x FLOOR JOISTS SHEATHING AT EACH STUD
zz Q SEE CHART 2/A-2 Ix4 5YP al A7 4'-0°O.G. .
r
DADOED INTO FLOOR 4
^� J015T '
HURRICANE CLIP
3 EACH END OF n
A-6 r SKID TO FLOOR J015T5 Bx07 OYP#LATE CONTINUOUS I q'-8°OR II'-8" ND I 11
W-8'OR III-all APPROVED
(2)2x6 P.T.5YP 02 1eDOCUMENY
TQYPICAL SKID OR OPTIONAL TYPICAL SIDE WALL
4 �7 CTION 4xb P.T.5YP�2 Q 2 FRAMING
A-4 SCALE- 1/4'-1'-0" -4 SCALE- I/4 a I'-O"
Ix4 5YP HI DADO �®R �® Ix4 5YP Of DADO
FASTENED W/(3).0131 GeS T C A? FASTENED W/0).0131
x 3 A'GUNNAIL5 AT �Q� ° x 3 A'6UNNAIL5 AT
EACH STUD EACH STUD
FOR HEADER k PROFESSIONAL
SEE CHART
5/A-10(iYP) 9 Giw�e�QFi^ ^"CAP•O! 4�e MAX
15.5"MAX. FO S. OAPO�} :'PC'k�SsiptiQ�q
2x4 S.Y.P.#2 :0: e ••
JACK STUD S P : z
EACH SIDE R,,,� eeeCAP"tr,�° � S
! rlo I sro r "ee F. S...GhQ_ L
�I} q'-B"OR II'-8" '� f e.........••-' q'-8"OR II'-8"
x
SIDE WALL WITH WINDOW %P`•• STATE OF ;FLU SIDE WALL WITH WINDOW
3 FRAMING =°T P'� I FRAMIN JL.I/ATEI
REV15ED5TRAPPINGFASTENIN6
!1w`�C�\%:' A-4 SG LE /4"a -0•
DESCRIPTION
QTTHESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING GORE WITH THE 2009 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH.
'PROM S. C14RDUJ LL P.E. HANOI HOUM THI5 DRAWING 15 NOT VALID DATE 2/25/01 SHEET
tMIAROW WOOD SHED 150 MPH UNLESS 516NED IN PURPLE INK. DRAM BYj JDA
GEOR IGAta14241q INILDIAPAup20338 BLDG-AU/TBEafHER ROAD PD.WX 5f WIN580R0 GEDRl�IA904o1 CHECKED BYs FSG
j,OUI5IANA# 0548 LARGO,FLORID 33771 (416)231-6108 �'-� �0/4 SCALES S NOTED
rrA1551551P IIM 8g25 VOOIGEe i27-52'+•Ig05
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END ZC I t 11W.No 19 LLf�'r�t_1
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i SEE CHART SEE CHART A-8 Ma Ier building Plans L•kauouer Florida Carll(kate 3ML.,z,
5/A-10(TYPJ 5/A-10(TYP)
i 22.5"
"•••,,•ire 8�" 63"MAX.FRAME) 20 GA x 2"STRAP ON INTERIOR
'�N FARO epee { MAX. ---- ----- ---- AND EXTERIOR OF BUILDING
_•O .•f E S srp.• 4 2x4 5YP al ----r� ----�j--
2; p 4_ IIIIII FASTENED PV 0,131 0 x 3 Y4"
JACK STUD 1 GUNNAILS AT EACH STUD
SEAL N EACH 51DE
NO.111()8 *�
9 �4,
y�e10e SG IN C A MAY VARY
2`-0"MIN, 14' NDI
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NOTE: END WALL OPENING NOTE: oocuMENT
ALL KNDOW5 AND DOORS LOCATED IN 5 FRAMING I.STRAPPING TYPICAL FOR TOP AND BOTTOM OF STUD
2.ON 3'WIDE OPENINGS AND SMALLER ONLY(IJ STUD AND
ENDWALLS MU5T BE LOCATED 3' A-5 SCALE, 14"=F-O" STRAP 15 REQUIRED
MINIMUM FROM CORNERS.
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(1)W x 4"LAG ���' S. :q,Orel.
SCREW I"FROM
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STRAP STUD STUD STUD �,. •/;{_- �'•'
SIDEWALL STRAP SIDE WALL END WALL END WALL
4 STRAPPING B STR 4PPIN a �itR 4PPIN I SMAPPIN I JDA 1/I5/II REVISED STRAPPING FASTENING
A-5 SG LE, 1"o I-0" A-5 SG LE, 1" •0" A-5 SCALE, "=1'-0" A-5 SCALE, 1"° 1'-0" REV BY DATE DESCRIPTION
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 20041 SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH-
FROM S. CARD w �L PRE. HANDI HOU114 THI5 DRAWING 15 NOT VALID DATE, 2/25/09 SHEET
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A-6 50ALEy 11/2'a -0" A-b SCALE. 11/2 ■I-0 REy BY DATE DESCRIPTION
THESE PLANS WE NGE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH.
I=QI:I� S. Gt4RtDUJELL P.E. HANOI HOUS* THI5 DRAWING 15 NOT VALID DATEy 2/25/Oq SHEET
NRNAROUND WOOD SHED 150 MPH UNLESS 516NED IN PURPLE INK. DRAWN BY- JDA
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20 GA.STRAP SEE ISOMETRIC is `,A
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SEE GHART 2/A-2 IO 1/4" x 4"LA6
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REV BY DATE DESCRIPTION
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2007 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH.
FROID 3, CARD a", Ps, HANDI WOUS6 THI5 DRAWING 15 NOT VALID DATE, 2/25/0q SHEET
TURNAROUND WOOD SHED 150 MPH UNLESS 5I6NED IN PURPLE INK. DRAWN BYi JDA
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GEORGIA#1424 INDIANAM 20338 B DG-A/UNIT OIII SWAINSBORO,6150WA 30401 CHECKED Wi F5G
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AREA FOR APPROVAL. STAMPS
2x 5YP#1 RAFTER ATTACHED
TO GABLE END RAFTER W/
51MP50N LU26 W/(b)IOd
NAILS INTO GABLE END AND
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(4)Ibd NAILS INTO JOIST
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WALL STUD SEE I'll(2)0,131 x 2.25" 2/A-3 FOR NAILS INTO
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END OF STRAP WALL STUD Q DOCUMENT
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I"20 GA STRAP FROM 5TUD TO BOTTOM PLATE TO
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W/(2)0.131 x 2.25" FOR NAILS INTO STUD.(3)
GUNNAILS INTO EACH 0 0.151 x 2 1/4"GUNNAILS INTO
END OF STRAP JOIST
jY'•, STATE OF ;'w
p•. A' :�2 2x4 5YP#I BOTTOM 1/4"x 4"LAG SCREW(1)
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REV BY DATE DESCRIPTION
THESE PLANS HERE DESIONED!!IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH,
FRBD S. �id4RDUJELI. T—. HANOI HOU61 THI5 DRAWING 15 NOT VALID 'DATE. 2/25/Oq SHEET
LI. ''pp TURNAROUND WOODSHED 130 MPH UNLE55 516NED IN PURPLE INK. DRAWN BYt JDA
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LARGO,FLORVA 33771 (4T6)231-610D 7` lJ f/
MISSISSIPPI#6925 VOICE 727-524-1905 SCALES NOTED
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AREA FOR APPROVAL STAMPS
SEE DETAIL 3 4 4 SHEET
A-10 3-112"LONG
3-I/2"LONG
GUNNAILS EACH NO GUNNAlLS EACH END
HEADER SEE
ROOF PANELS FASTENED CHART 5/A-10 FO O O CHART 5/A-10 FOR
N/I/4"-14 HW QUANTITY AND H TRAXX/I 0 QUANTITY AND
SCREW5 AT 12"O.G.
DIAMETER SEE DETAILS DIAMETER Beta •7 PlaaNvL._.—•.—•-•••••-• -
1 4 2 SHEET o
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(3)0.131" x 2-1/4"GUN NAILS INTO RIM APPROVET
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EACH STUD RAFTER W/SIMPSON LU26 W/(6)IOd NAILS
2x4 SYP 01 WALL STUD 2 1/2"x 1/2"CORRUGATED INTO GABLE END AND(4)Ibd NAILS INTO J015T
AT 24"O.G.OR 16"O.G. ROOF PANELS FASTENED W/ 2x2 5YP NI SECURED TO RAFTER N/
114"x 4"LAG SCREN 1/4"-14 HWH TRAXX/I 8d NAILS AT 6"O.G.STAGGERED
11l FROM STUD TO RIM J015T 5CREWS AT 12"O.G. 2x SYP 01 GABLE END
BELOW AT I"OFF EACH RAFTER t�ir+rrr rr,r
SIDE OF EACH STUD B' 'Y ,��,�` i ; ��^•
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REV BY DATE I DESCRIPTION
WE'RIFT DE516NED IN ACCORDANCE WITH THE 200'1 FLORIDA BUILDING CODE WITH THE 200q SUPPLEMENTS FOR A THREE SECOND GUST OF 150 MPH,
Memo 6, CARDUJa" P.M. HANOI HOU61a THI5 DRAWING 15 NOT VALID DATE+ 2/25/Oq 5HEET
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END WALL HEADERS END WALL SILLS
HEADER HEADER HEADER HEADER SILL SILL SILL SILL
LENGTH DETAIL MATERIAL FASTENING LENGTH DETAIL MATERIAL FASTENING
22.5' 3 SYP 01 (3)Ibd COMMON NAILS 225" 3 SYP of (2)0.131"O GU x 3 1/2"LONG N NAILS
EACH END OF HEADER EACH END OF SILL
63" 2 GYP#1 (6)Ibd COMMON NAILS 63" 2 5YP#1 (4)0.131"m x 3 112"LONG GUN NAILS
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EACH END OF HEADER EACH END OF SILL
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60" 4 1 SYP#I (4)0.131"d'x 3 1/2"LONG GUN NAILS 60" 4 1 SYP#I (4)0.131"'p x 3 1/2"LONG GUN NAILS DOCUMENT
EACH END OF HEADER EACH END OF SILL �P� 9Fo Q
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REV BY DATE DESCRIPTION
THESE PLANS WERE DESIGNED IN ACCORDANCE WITH THE 2001 FLORIDA BUILDING CODE WITH THE 20001 SUPPLEMENTS FOR A THREE SECOND GUST OF ISO MPH,
FROM S, CARCLum", R NANDI HOu56 THI5 DRAWING 15 NOT VALID DATE, 2/25/09 SHEET
II� TURNAROIMD WOOD SHED 150 MPH UNLE55 51GNED IN PURPLE INK. PRAWN BYI JVA. +
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