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645 Plaza SHED DRAWINGS 7 4-piysheathing or SET UP AND INSTALLATIONOFSINGLEWIDESHEDJ _.. I-BUILDING IS PLACED IN LOCATION ON '�7"X4'BRIDGING —varies a 3!i x4"collar x 47 header 1&"©SX'TUFF TRIM 304 FASCIA W10.024 2-MOVEMENT TOTS Q OR 4U THE NGH3P0�3FE ROUP�S�EY LINSHEDC THE 03-08-2012 015Miami j 2'X 4"COLLARIIE THREE-TAB SHIP NGLE ROOF ERMA-TILE 1- 3^x 5 MiTek connectors Arch ALUMINUM OR 26 GA S5EL DRIP S BROUGHT UP T LEVEL AND BLOCKED,THEN LEVELED. EEANTEREOFTHE BUILDING IS BROUGHT I 1'X 4'BRIDGIFIG E. proved BUILDING IS BLOCKED ON 71-iE HIGH SPOT AND NG MASTER RIB{ADVANTAGE), ROOFING, ( ) UP TO LEVEL,BLOCKED AND SHIMMED. OR OLL FORM ALUMINUM R 2'x 4'shuds or equivalent on bath sides 3.AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO ACHIEVE THE CORRECT 18"OIC of arches PORCH OPTIONAL 1"X 4'TUFF TRIM FASCIA W10-024 ( •} _ SPACING. PORCH(OPTIONAL) ALUMINUMOR2S STEELDRiP 4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OFTHEBUILDING-HOLES ARE SEE PAGE 2 E 2'X 4'blocks DRILLED THROUGH THE 2'X4'BOTTOM PLATE WITH A}'AUGER BIT AND THE EYEBOLT IS F FASTENED INTO PLACE.THE HOLE Is DUG FOR A 30'EARTH ANCHOR AND BACKFILLED.THE t 2"x 4"bridging stop of 3 overhang EYEBOLT AND ANCHOR ARE FASTENED WITH A�X 2"BOLTAND NUT_ 4-ply board a Wall naller(typ_) - 5.IF THE UNIT is TO BE ATTACHED TO CONCRETE SLAB THE BUILDINGS IS SET ON THE i G`OSB x 4'bottom elate CONCRETE SLAB AND SHIMMED UP TO LEVEL.Al'HOLE S URN IF: WITH A HAMMER DRILL 30#tett paper see ceteris it anctor a t8g Pbybwrd INTO CONCRETE SLAB 1�OFF RIM JOIST_THE EYEBOLT 1S FASTEN THROUGH THE BOTTOM SEE WALL ANCNO. 2 x 6(rod 2"X 4"stud(typ.) PLATE AND(A)A-24 SiMPSON CUP IS PLACED OVER THE k WEDGE ANCHOR.A XZ'BOLT DETAILS 4 x 4'ground contact p,L skids i �-- nut washer AND NUT IS THEN FASTEN THROUGH THE EYEBOLT AND R ORSSON CUP. ARCHES 1S OA: O Mobil Home[]oar varies see runner placement for detaffs table 2--: GENERAL NOTES&SPECIFICATIONS FOR AUGER ACHORS 8 2' ( tenai) END ELEVATION FOUR SKiDS MODEL - 1.Building androrsshag be ow �3 lehome'typa0single heich helix I WINDOW FRAMING SCALE. =1. �, plat _ See wall anchor detail for manufactured by Home Pride at Bristol,VA.The aWrage holding power (SEE SIDE WALL DETAILS W! 2x 6 side ran LSTA-18 strap !s not less than 4,9X1#. For lnformalion not shown ace end elevation w/door " P DOOR&WINDOW) ._ or equivalent 2 Anchoring system to ground per lord!wilding code.(by dealer)Locate anchors eygbdtmid anchor bolted PefTableil. 3.Anchors shall be placed through the bottom plata and Four system. togcttier w/"x r bolt 8 nu[sn Shed Anrhpprdinnqq to SEEPAGE 2 f-0R SIDINGOl'T)ONs x 2'galvanized washers Table 1 concreteslab Table 2 Runner Sparing 2"X 4'bloclrt max (2)2'x 4'spruce x 4'sidd wl 'x r( d eyeball X - 7,IiuilttOn ISOMETRIC OF SHED hdrand(2)2'xs- HS-249mpsan 1-1 1 — or equivalen _SCALE-NT.S p.tdacrbucisacerb de., type I.lI,ar 11I ad pside non-load bearing CODE REVIEt�'3� 2`X r WALL STUD 1S Owhen garage doorProf-ssional Service Industries installed 30'au anchor - Values from end ofjoist to centerof(2)4 x 4 skids only.IX-8'vide sheds have(4)sets ofskids. 1718 333rd Sir eer Hurricane Anchors(typ) double arches far ger yTable 3. Support Foaling Pad Sparing For SingleSim son 2"Xt4STA-18 or'BOTTOM PLA . garage doarsize .,_y...w min. L x . Pad - p32333 equivakrR door 24" m a e unserndPad Plan F;e'3ie=xs"Ydi.tiam E.Keary,ill > End Pad -ICC 9 5155044 (optrotnal)LA MU00406 J'TSG PLYBO 3 rA 1 1 O FL SZ9;-73,SFa:P1 2'XtiSIDERAiL sae waijqj _ r 'F`"'^�.,,,_. 71 + 6' or.IV ZpOro,:alLam:06!16!32015 WALL ANCHOR DET L detailsbe6-G r-0' .. v.. sw_j ort I Ii if fV orN - orS�FIFN.L 3 -0rrun. ores } ' ? Connadlons at z•xs p.L j a and — �.o. —I TYPICAL WALL.-SECTION 7.Pad spacing is end to cen6°r of pad d r-T-T.— 40'MAX.LENGTH - 4-x 4-p.t runner connecte wMS-24 or .END ELEVATION W/DOOR scale:1"=1' 2 Pads other'than end pad spacing Is centerta center f- equlvalartt brim m no(nr' n O rxE Lframin TWO SKID MODEL " ad errs xiLoad" M f 0 P- 9(tYP•) _ 1 x x conrzate u rrvx 11! 4"x 4'RUNNERS SCALE;}•=1' 4' extra runners required ort _.. - .. x 6" A .. - ' _ 13'W wide sheds. OUTSIDE WIDTHS Asphalt Shingles 1N/Dade County Iv 8'x a•x 1 1 Concrete maI ca„ent Sa And r L'' 2'x 6'plats inquired Har sheds 5,8.10.t 1'-8".or 13'-8' t'_ P p BaLoad sed a 2,000 PSF Sca Bearing Capacity(2„000 PSF Is typ.) Approval Fas, n per MFC.specs. o m over is an length or pera-tile or advantage steel Naha rn o N¢ 1.Hollow or solid ncrate blocks may be stacked d on pads for high aria tip m 48'with tut reinhxdrg. OPTIONAL 125 PSF FLOOR L panels Or roll form aluminum Z. P Tabla 4a d Anchor red Spaci g off Auqur wide lwi t Sin Wide Sheds n m I I•ora joist spacing,glued to ua d 0 m 1 to grave ply-board w/additbnal4'x' 4"X 4'tieatjef E o: V } Ir a center runner Fasten W/(2)TP-35 ax.ntuior c ¢�a S Simpson dip or - .2.2 o tL > T&G ptyboard 3"x5"MITek connector plate equivalent _ 00-1 > m a x 2"x 4ba=m plate(typ) AI TERNATE HEADER .ONIL4 all around or equivalent both sides - a n ng pad ter or u Shads ¢ i 0 required scala:r=r or LU N ze ntenor 5 9 E m FLOOR FRAMING PLAN to N a SCALE: 1• 'X 12'Eyebolt fasten to A-24 27c2"Square Galv.steel 'Load width on runner .. [ }, WINDOW&DOOR HEADER Simpson dip or equivalent wl}'X + "Location of and auger or slab anchor r 16' 4'X 4'wl 2 TP-35 Simpson Gips 3'bolt&nut w1(2)2"fiat washers Washer&12 nut NOTES spacing "spanB examples_30'Auger or}'x 3` expansion bolt �j� w ryP1 rx4 unddeer4'x4"header SIN WID ARCH A-24 Simpson Clip or '+i 1.Anchor spacing Is based on ASCE 7-10 for Category 1:Enclosed Building,Exp.'C' 2.All measurement above are center to renter of ars. 1 Q SCALE:�"=1. equivalent(870#uplift) 3.The minimum number of anchor is(4).One @ each comer of shed for sheds less in lent; WI 1 "X 3"wedge than the maximum. x� I(j, T ( ) 9 4_The minimum edge distance for expanalon boils Is 6 diameters ors for 1'expansion bolt''` " #t2 2'X 4'P.T.FRAME Concrete Slab by cdiers anchdr 5.Anchors shag be on side walls except when shad Is pleas next to an saig building.In LL 1"X 4'BRACING — Com•) 1s'TO 24' Local Code 8h Jurisdiction which case anchors can be place an end wail as dose as possible to side walls. -t' 8•.8• _ 12 J'X 12;'ROUGH OPENING 1_Ali buildings !from 0 sq.ft. to 720 sq.It are exempt from wind-borne-debris impact standI :r I min. aPP1Y 2 Ail bwiildiig nun 0 sq.R to 400 sq.It for use with one and two family residences ere exempt from ; REMOVE 12� OF P.T.BOTTOM 4.M1N_ door height requirements per F.B.C. r X 4'BOTTOM PLATE PLATE - 3_Ag commercial buildings as well as residential building 400 sq.It or greater must comply with the 6'-8'door height and the min.and max width BOTTOM PLATE SHED W/SKID ATTACHED ANCHORED 9 requirements, ci 4.All buildng 400 sq.R or less with 7r door height are accessory to residential structures. e o y t FE WALL ANCHOR PLYBOARO Q C N RETE 5.This pian was designed perthe F.B.C.,FB.C.R and ASCE 7-11M ndn� DETAILS r X S'SIDE RAIL SCALE 1 '=1' 6.Fasteners for remand walls shag be ScotsQTruGrip metal m wood fasteners and shall be � o 8'-0'niaz 9-15 x i'cr equal.wl 1•(min.)thread penetration(W) �y " DETAILSSQUARE .... 7.Gutters to installed on site by others through local codes. At SIDE ELEVATION WITH DOORS&WINDOW 2"X 2• GALV.STIEL 5 m� y SCALE 1'=1' is• SCALE: "=r PLAA BOT�oM �wASHERB Nur HED DESIGN REQUIREMENTS FOR THE 2014 FLORIDA BUILDING COD W TE typ w hereby certify that!have raviewthasa plans along with all building and compone+mss used iri the o c`gCL g components either have a Fiortd3 Pur..y1�t APS lured ns Q snufachrritt of the shads.The material and I$( regtrired by the Florida Buiidrtg t ommission Rtiie{9fa-3}or were analyad t rT* t)a+Jult S � c j i'X 4"BRACING L 9 , THREADED ROD FOR LEVEL ign.Ali material and components comply with the 2014 Florida Suikity Cate j�00me � x Manufactured Act and Rules,and the 2011 N_E.C_ OR HIGH SETS 1F NECESSARY for a Catey�t y i chs d lJtinr3ova $� 2"X 4'BOTTOM PLATE r X 6"SIDE RAILExposure"C"wrath a vdnd velocity of 180 M.P.H.(3 second gust) `m 1'X 4'WIND BRACE(typ_)at 'COUPLING IF NECESSARY DESIGN CRITERIA DESIGN PRESSURE - 1 BUILDING CATEGORY 1 LOAD= + " ' UR CORNERS II'8 OR SIN HELIX IX A 1 R ANCHOR OPTIONAL LVE LOAD=125 PSP X 12'FORGED EYEBOLT shaei f GREATER ANCHOR STRAP SEE TABLE 4a or 4b,FOR SPACING BUILDING TYPE;ACCESSORY FLOOR DEAD LOAD=S PSF ` La .11 1 1 DETAILS FORGED EYEBOLT&HURRICANE SCALE:N.TS. g�UCIURE ROOF LIVE LOAD=2o PSF CONSTRUCTION TYPE V8 ROOF DEAD LOAD-5 PSF Ef WALL ANCHOR - SCALE.N.T.S ANCHOR FASTEN TOGETHER W!(2)T EXPOSURE 'C' INTERNAL PRESSURE COEFFICIENT=+14,18 SEE SIDE ELEVATION WtnH DOORS 8 WINDOW Dt7AiL5 SOuARE WASHERS,'HOLT&NIfT WIND VELOCfIY 180 m p h. FOR INFOMATION NOT SHOWN MEAN HEIGHT 8.43 iL - SIDE ELEVATION HURRICANE ANCHOR ALLOWABLE* 1 3 j SCALE'=i FIRE RATING (UA uta lr'P . _ ENCLOSURE CLASSIFICATION ENCLOSED APP - SET UP AND INSTALLATION OF SINGLE WIDE SHED "4-PLY SHEATHING or 1.BUILDING IS PLACED IN REQUESTED LOCATION ON SCHEDULE 40 PVC TOALLOW FOR 02-01-2012 _ ZZ 02-29-2012 1'4-PLY SHEATH! G W!3(}#FELT Til'OS$BOARD W/ MOVEMENT TO PLUM 4R SQUARE UNIT To HOUSE,FENCE,PROPERTY LIiJE,ETC_ 03-082012 SHINGLE OR MET ROOF 30#FELT 2.ONCE UNIT ISSOUAREANDTHE HIGH SPOTOFTHE GROUND IS ESTABLISHEDTHE 05-27-2015 Ply FAB TRUSSES i6'OIC BUILDING IS BLOCKED ON THE HIGH SPOT AND LEVELED.THE OTHER ENO OFTHE BULLRING PRE-=AB TRUSSES @ 16'01C 4"X 4'P.T. @ IS BROUGHT UP TO LEVEL AND BLOCKED,THEN THE CENTER OF THE BUILDING IS BROUGHT P. CONNECT Td 4"X 4"P.T. LIP To LEVEL BLOCKED AND SHIMMED.{TYP}CONNECTED TO 4"X 4" BEAM 8� } 3-AFTER THE BUILDING IS LEVEL MORE BLOCKS ARE ADDED TO A T. CHlEVETHE CORrZECr TBEAM W/HS-24 SIMPSON min.. BEAM Wl HS-24 SIMPSON CLIPS SPA 4'X 4'P.T.BEAM CLIP 2"X�" OR EQUIVALENT 4.ANCHOR PLACEMENT IS ESTABLISHED BY THE WIDTH OF THE BUILDING.HOLES ARE BLOCKING IN 4"X 4'P.T.POST NOTCH DRILLED THROUGH THE 2-X4'BOTTOM PLATE WITH A t AUGER BIT AND THE EYEBOLT IS 2'X 4"JACK STUD 4"X "P.T.BEAM&4"X 4" END WALL AROUND 2'X 6'FRAMING FASTENED INTO PLACE.THE HOLE IS DUG FOR A 30"EARTH ANCHOR AND BACKFILLED.THE INSIDE WALL FOR P.T. OST CONNECTED WITH ENTRY DOOR EYEBOLTAND ANCHOR ARE FASTENED WITH A� X 2`HOLT AND NUT, l BC4Z SIMPSON POST CAPS (SEE NOTE a} 5.IF THE UNIT IS TO BE ATTACHED TO CONCRETE SLAB THE BUILDING IS SET ON THE 4"X d"SEAM NT CONCRETE SLAB AND SHIMMED UP TO LEVEL Al'HOLE IS DRILLED WITH A HAMMER DRILL -+ ORE CONNECTION Z-0"min. INTO CONCRETE SLAB 1 k OFF RIM JOIST_THE EYEBOLT IS FASTEN THROUGH THE BOTTOM DET ILS) {SEE POOSTST CQNd8•-0" 4"'X d"P_T_ PLATE AND(A)A-24 SIMPSON CLIP IS PLACED OVER THE}"WEDGE ANCHOR.A j"X 2"BOLT BEAM AND NUT IS THEN USED TO FASTEN THE EYEBOLT ANDA 24 SIMPSON CLIP. C4Z SIMPSON POST CAPS GENERAL NOTES&SPECIFICATIONS FOR AUGER ACHORS FRONT ELEVATION 1_Building anchors shall be mob home type single rxeyeanchor #'X 4"P.T. or equivalent TO FASTEN manuFactuied by Home Pride of Bristol,VA.The aveWa holding power 2'X 6'P T.FLOOR JOIST @ 12"OIC OPTIONAL PORCH 4'X 4"P.T-BEAM TO is not tgss than 4,9008. 4°X 4"POST NOTCH IN POST 2-Arrdwnng system to ground per Iota}balding code.(Dy—er)L—lo arichom per Table 4. AROUND 2'X 6"FRAMING UNDER ECKING) SCALE:}"=V-0' 4"X 4"POST 3.Anchors shall be placed through the bottom Dta7e acrd war system Table t Shed Anch�10 FASTEN W/{2}A-35 canaete sra6 Table 2 RunnerSpedrrg SIMPSON CLIPS NOTCH 4"X 4'P.T_ Shed _ w POST 1' OR EQUIVALENT1,-8 f ,L. (SEE BOTTOM VIEW POST CONNECTION UNDER PORCH) ISOMETRIC OPTIONAL PORCH FOR COUNTRY INN MODE SHEDS 2'X6'FLOOR JOIS A35SIMPSON CLIP NOTCH 4'x4'P.T. Values from andoflolattocenterof(2)4x4skidsonfy.l3•-e"wide sheds have(4)sets ofskids SCALE:N.T.S. POST ECKING OR EQUIVALENT Table 3 Support Fooling Pad Sparing For Single«Dovbla Wide Sheds. °na -F Fri Pd End Pad a unn n nor 2'X 6"FLOOR 4.5- 2 m 1 P L i u ar n EXTERIOR STUDS 2"X 4' OISTI V.,jziVWIJW P-00-1400i °r L IIII IV�r 0 1,11,11(or IV M VIEW POS + W. .�iw—v KQQ=-T- #2@1s-OIC 2400#CONN�CTIO UNDER I. spacing is end d. IIS°`� , i z 5-P 9 Pa N PORCH POST CON N F .TIt�N 2 Pads other than and ped s�ng Is center to center -- 3.Use same mexlmum spscrm for inferior misers. SCALE:N.TS. DETAILS x xei 5-x rnrraure n lua cement sand ma Z VINYL SIDING OPTION � I NOTE 2 WOOD PANEL SIDING SCALE.NT-s- 4x4 x iO. EXTERIOR WALL STRUCTURAL BRACING Oaf con cement sandm U SIDE WALLS&END WALLS FASTENERS FOR ATTACHING SIDING SHALL BE Loawidth dth on nauwr ON-STAINING BOX,SIDING OR CASING NAILS_ >_Based on2,000PSF Sell Searing CapsaIA2,000PSF Istyp.) NOTE 1 BRACING MATERIALNote:: SIMPLEX THERM (STORMBRACE)FASTENED WITH FOR PANELS " 12.7mm THICK OR LESS USE 6d 1.Hollow or adid concrete blotto;may be stacked on pads for hi sets { } high up o 48'with out rainforrarrg. NAILS AND 8d NAILS FOR THICKER PANELS. = 7 Ittf wild init 2.ABS pad required an 11'8'.&,34?•w ne braTdrngs°ny 0.124'X 1 "COILED ROOF NAIL @ 3"ON CENTER(EDGES) rix -TnBuiddDrt TaWe4a Anchor Spacing or Augur TAnchors For Si eWiideSheds PANEL SIDING APPLIED DIRECTLY TO STUDS, *�"� u er or AND 6"ON CENTER(FIELD) x.n SPACED IN ACCORDANCE WITH THE SPAN COTE REVIEW its - $RACING INSTALLATION RATING AND FASTENED WITH 6d GALVANIZED Professional service`lrtdus ies 3- t ? STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUSLY FROMBOX NAILS OR EQUIVALENT,SPACED fi" 1748 33rd Street t -to 1 0 a b TOP OF ROOF RIM MEMBER TO FLOOR JOIST RIM MEMBER WITH ALL Orlando,Florida 32839 i o s {304.8mm)ON CENTER AT INTERMEDIATE t� mr u o Part Reviewer-William E.Neary,IN Table 4b Anchoring Spacing of Augar Type Anchor For Double Wide Sftads �"' In y, SHEATHING EDGES EXTENDING In 4"MINIMUM OVER 2"NOMINAL LUMBER OF STUDS,IS AN ALTERNATIVE TO THE WOOD ICC a 81"05040 er - a DSU a THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.BRACING 5 ALL STRUCTURAL PANEL,SHEATHING LA i<uoeaas .PLF6Rd .ntenor �Co CONSTRUCTION SPECIFIED IN THE CODE FOR FL ro'val s;Date: OV t a n 5 BE LOCATED AS CLOSE TO EACH CORNER OF THE BUILDING AS POSSI LE ;ppro;al 6£J7&226,5 Load width onturvtero AND RUN THE ENTIRE LENGTH OF THE BUILDING. WALL BRACING. *Locadonofendauger orslab anchor 4"ALUMINUM SIDING OR Mobile Home Door ANCHOR sN « pattngexamples.3traugerj`x3•«}x3expans"ronbohs t.Anchor sppecinng is based on ASCE 7-10%5-,a tategOry t:Enclosed Budding,ExpooUl VINYL SIDING PTION (optional) 2-All measurement above pre center in center ofaric�iors. SHED SIDING OPTIONS 3.The minimum number of anchor is(4).One @ each comer of shad for sheds less InI NOTE 3 COMPOSITE CONCRETE BOARD than the maximum. SCALE:N.T.S. 4.The minfmum edge distance for expansion bolts is 8 diameters or 5'for}'expansiontor &a- 3"X S"Mrrek CONNECTOR FIBER CEMENT PANEL CAN BE INSTALLED 5.Anchors shall be on side walls a wizen shed is place nextb an axFsrrng bs�ding. which case anchors can be ace on; wall as dose as le to side wage. DIRECTLY ON BRACED WOOD STUDSb PLATES(BOTH sines} .Al CONSTRUCTION SPACED AT A MAXIMUM OF 24" 1RE At NOTE' LL 1.All building frarrr 0 sq-1L to 720 sqR are exempt flnm wind-boat debris standardper 'I * fl/C_CORROSION RESISTANT FASTENERS,SUCH 2 All buillmurg fain 0 sq-fL to 40p4 for use wnh one and two family residences are exam Linin door hreigti>; uirements.per Fs3.C. 2"X 4•CONSTRUCTION - AS HOT-DIPPED GALVANIZED NAILS ARE 3.All co!Ma buildings as well as residential buiM 401 sq.tL or groatermust comply whh GEL OUTLET RECOMMENDED_FASTEN PANELS A MAXIMUM 6' 4.All buildings 400sq fL or ess with 727 door heigght a rias to ras tj.l structures. 4'ALUMINUM LAP SIDING ON N " OIC ON ALL PANELS HORIZONTAL AND VERTICAL 5.This plan was designed per the F.B.C.,F.B-C.R.and The ASCE 7-10 66.Fasteners rorroofand walls shall be S cotsoTruGdp mere)m vAod fasteners and shalt �o FRONT,&ALUMINUM DOOR SKIN L , EDGES_POSITION FASTENERS AT INTERMEDIATE be 9.15 x V or equal,w/1"(Linn:)anaad penenadxl iW.) o ON BACK FRAMING NO GREATER THAN 12'OlC.FASTEN AT 7.Guttas to Installed on site others th bcat oodes- ALL STUD LOCATIONS. SHED DESIGN REQUIREMENTS FOR THE 2014 FLORIDA BUILDING CODE 05 OPTIONAL WOOD FRAME FASTEN SCHEDULES I hereby certify that I have review these plans along with all Building material and WIRING DIAG at DOOR coNslRucn°N (OPTIONAL ELECTRIC x t °« rr. :.1 Iiot r to components used in the manufacturing of the sheds.The material and ,�Ix- SCALE-NTS SCqLE:HALL 1 x 4 o in and s a x head components either have a Florida Product Approval as required by t��r4(Vt(Y;d o DETAIL 1 ALL wiRWG SHALL BE CABLE PERMA-TILE PANELS to GA. WIRE ENCASE I ALL .x " 1 not ran Building Commission Rule(9N-3)or were analyzed using the.V&Sates METAL BOXES. ara 'Y S. �Q FASTENERS NO.10-16 2}'HEX HEAD floor ce"M DID" 2 d a All materials and components comply with the 2014 Florida Buildsng C9dejhe m WOODTfTE WITH EPDM WASHER s i •x.1 i roan Florida Manufactured Building Act and Rules,and the 2011 fJ? .C'bra ;:- undadap side - umcane s rn - FREE RIB MAST RL-2RIs FASTENERS No_ioXi , Category 1:Enclosed Building, Exposure"C"with a wind Vr•'1}�CiI(/Dfi 5 Lo'N '- v SEP EL W°6DBiWASHERN�oi RwiEPOM s 180 M.P.H.(3 second gust) g . tevirrientDESIGN PR SSURE .� RIDGE FASTENINGPATTERNS '\ roof carer °n DESIGN CRITERIA FLOOR LIVE LOAD=75 PSF (darn Wind Force Rasisri s FASICA 10- BUtLDINGTYpE ACCESSORY�UTURE OPTIONAL DERD�00.4DIP SF25PSF shoe[Z - _ III th' n - BUILDING CATEGORY TY "''I` ROOF LIVE LOAD=20 PSF SCREW ASTENERS-FJIVE,RIDGE,&ENDWALL CONSTRUCTION TYPE VB Ro I �01 Iftft EXPOSURE C ROOF DEAD LOAD=.3 PSF .. / INTERNAL PRESSURE COEFFICIENT 0.18 J WIND VELOCITY 180 M_PJi � ovedap side ey,{fpr MEAN HEIGHT 8.43 FT_ SCREW F TENFRS-INTERMEDLA7E SUPPORTS alumij 1p ALLOWABLE S OF BOOS 1 ^, FIRE RATING N/A Fran ; E ..... .. _ _ ENCLOSURECLASSIFICATIONENCLOSED