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FIELD DATE: 11-2A# 3
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f' DRAFTER:J.S A.
f 1307 LOOMM DRIW APPROVED:R.T.
ATLANTIC BEACH.FLOI A 32?23 SCALE:1'=30'
t LEGAL D6SCRIF'TION: )
(AS FURNISHED
! 11' IAT 74, SELVA lIN(SlOE UIrT OIE AS RECOROEA N PLAT BOOK 44, PAGES 13 AND 23-A
Olt THE CMMT PUBW RECORD'S OF DUVAL COIMIY.FLORIDA.
RAY DATE REVISION COORDINATED$Y:
PREPARED FOR:
F( I tit
Tw mpscm
SURVEYING RESIDENTIAL
;I � t, i II t 1�u*eonvits°�' "azo7 ®Asi BEAR LAND SERVICES, INC.
ii ss KAMM AN SAM ON THE -PLAT_
' M attie'oer W 2230 McKOWEN DRIVE
r h ) 1 (I ) �niE:NutasER: soa2 rEsreot Duty uraE OF 'T NORMAN,OKLAHOMA 73072
PAIL FAX:(406)701-1027
CE 60 rO:�As FURNlswec�> PHONE:(405)701-1100 JOB ORDER NUME4ER
CLIENT NO.: 2012-377353 WWW,RL5NOW.COM
! ' AND RUOELL A KOPP
OFRALOF�
03-11-0512
MC:AM CONDTI
SURVEYOR'S CERTIFICATE
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F"w ALAN WRX N6IRANCE CO VANY Nk DESCRIPTION P.T.:PORT OF CY -
t y y i y �� ENC..ENCROACHMENT WAY RP.:RADIUS POINT J.
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WI(NOUTTMEDbBFdOFA N�WX--FFENCWIRE ENCS
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!' +� +l I -�' I ! �� cowww"T FOR 0.SET ur REBAR STAMPED PSMN6146 i- CONCRETE � No.6146 -
f ( FOUND ill'IRON PIPE NO IDENTIFICATION :
Eaolwa+aUikU^rnw o (UNLESS OTHERWISE NOTED)
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} ! a p, '; }! k P f t' q , �� ,, 4.nIE Pumoee rwveraPaluw im FLOOD ZONE"k' PER F.IR.M.PANEL NUMBER 1200 0202 E. � STATE OF Q0.
IFIIINCNQ � IND. ::-Y , -ems .^,+� ♦ "rli' ^TG'.'�- ::ia=- -
oetiwwailRlt LAST REVISION DATE AUGUST t5,
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THIS SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF
THE ABOVE INFORMATION.THE LOCAL F E.M.A.AGENT SHOULD BE i
s
Ra AREDFORTHE USE
THIS D SENE ESD HEPEO CONTACTED FOR VERIFICATION.
O
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ANDBENEFfP: SURVE
OF TME PARTIES'LJSTED HEREON.
i t t LIASILIT"O THIRD PARTIES MAY NOT BE FOR ALL INQUIRIES CONTACT RESIDENTIAL LAND
ERRED OR ASSIGNED.
TRIBI►�F SERVICES,INC.AT 405 701-1100
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{I General Notes and SDecMcations: General Nobs and SBeciticabons for Section 3 Tables:
1
i 1.The toe�rdrrt MKIIINes are designed b be marled b Mock and wood hams rhuchses of adequsla The design bids for Sal 3 Fra9w Msmban for aasen/Vbyl Roans i Glass Roams ore In
1 struck;tl capacity.The curbattar 110.0 awns all ve*that to tori*uck s k in good waft n dna wNh gm FLORIDA BUILDING CODE.Mean Roos IN1 ERK)R BEAM
rl and d ruffkftW s6srglh b tall the proposed rddNil Frcbr 0.77;Exposixe I;Pn�n is in NSF a- � -ZO'�krporfroe
TABLE 3.L4 OR 315
ALUMINUM ROOF SYSTEM
i 4 2 H there Is a qussum d,old the host sbuawe,the owner(d Ids own wgxmse)shall him an enehllad, Design Loads for Frame Mambas of 8ansn/N i Glass Rooms PER SECTION 7
srlthelr,a a arOAed home hupedbn cortglrny 10 verify host dmckn ape*. 9wewl/ slaws. a1... and
Leolw�9
w 3. ���wF es dsriprad usk4 tlds as�ibr►shall be Nmllyd b a masYnwn p al fi- d 1W hen Its hat Itoets Mhss Ikea 9gMs• Rests O.N._
resslandirp atrudwes shd be AnNlad b the mrr3,asn
¢dj , span and alae Illllb of WnVW sod eek 2 11ek 7 Mere{ { Mane f 1kk a H
Paola.Liner ImftesMftdug have Nkrpomicapkeaip 00"A ♦!Ol-1r 10 +2D 1-* + ♦20/-18 +701.21
€ 110 MA.N +101.
i I4 M 4.The blrlwkrg r,Ils appy b albdlnunla moble and mm�ukdured hones:
i X19 120"A 410/,23 1{ +20/,21 + +20/•23 +b/-=
-24291
�I 1 .. s z # 'S•E i- - �wdeorrfrudlon•arNWlprookkbdslaMdplaneO<Narlable ants CheWh011aand 720MPJ1 v10/ ''le ♦iD/14 +ZO 21J„V ++X45
oda b 1994 shsluse Yargr
k>/prCtlOn NOMP.N +10/at a +701.76 ♦73 ♦30/$2
raW:dmV with rd ll pilau far oft rprdNc Woks and vel by ge agbrer TW rppbt b d
aGOari/glass rmna wW I or s uchss b be rtladad 19D M).N�+to/16 21 +io(•{6 + +301-3111+20148 1 J
IerKbeed parliallyawwwas
u 'ori 4 b."Rwh wall-shadf r mune ge adMm shah be t m elan I n wlgl o*flan and Nahkp Of the «Onrharp bed
two uNk bent alhdad.The most oormmn%urlh waA 0wwft eOpn•Ise post 6 berm hams ; Nob 1:
�t b 1110 mIlDbemehfisaw
obM/lrmnuladwsd tams.Tia same k 0 e d � M.and glass rooms w plus bads br walls To a0nvat above vend
c k t (. .. span tables an be used s for ihs tioM a1r1 beam.For - =Mmonk.Wind bods an NMsd m minor bads for rook and
I ? # , a s. bath well berm use to anter berm Vj*L TM poet NBA be shed a000rdk 910#ft mrvW andbr all beds 10 V EgXM"bads mum*by 14 TYPICAL.SLOPE®�el(e ROOF ENC
LO
:. .mid'mun be r r x 3"x 0"wNh an 16'x r x 0.044•kites bna at each end of to beena Ill Nab r Per labk 20024. ALE Ill
polls we ad:in o011ce1810 -big s(carrlabia 2.4 In kms,braves
maybe MkrNrWsd For carrier beans Mob 3: Per table 2002.4.
for scam rooms.use lable 2.13
& Nab{: Pw prrrgeph 1905.1.4.1 use ASCH 7.W TWe e-2.
a.For mDbN/menukdwed honors b**Mr 1 Nob 1k Per table 1606.2A. ALtNNNtId ROOF SYSTEM
994.ehucbrrss bt rtladled,
toAowl ge plan provided in Ods mrmW.7be oonI ales/owm sshd provhte vsdjcss r gat i� Csmershm Trbla 3A Mllnd Zone catierskns for Sansn/Vinyl Rooms PER SECTION 7
abucbd Fw.uetlNwewzwesOMre (SEE TABLE31.ti
system of gra hat ehudlss k for to addgal b be stooled REM BEAM
ParfullyEreiesU Rests Sesreout 1sss� FOR SCREEN ROOMS OR
! d Any rbdsrerd that sxkrxk mors Ian 1e'hem•noble/mrnufaebs�d horns wall NUN re9*6 elle TABLE 3,.7�R GLASS
spamb 72112
MMert test ROOMS) G
11iIslas,Ill (A so wftpu m IN
i S.Ssetlon i'-nh*a spar%Wn and ihs puns Cg11I psoas. 100 1.13 To ,o
afll 1.12 tee
t I . 1119 1.00 1101 14 100 1Oa r
a `{ S.Sawn aids belWNn OxlaMlt ode,flows.and OeMpi NW be alOwed and tesla NIeN be ApUred Ire 123 OA6 rat 1M Oil .Ole
cane s Ogle eDJeal VYrAL 1� -Oil serf i1 O.r2 0,11 H
7.When using TEK swsws n Asu of S.M.S, ,oro D N a 11 211 oaf o px
bnger Bawer mot be trod b o0mplrmalad for"head. Cemaslon Tolle 3b VIMre Zens Conversions tAprres for.Girlrs teoorra
5,gtM mdit/r�a6 cl home mMes lnvrdtln VW#w ml hum maybe agachad Fu.is 1!M verve Lrs.kor,w.
b,gen o'Tolalh war k NOT requhed gmd=W Reds ode Eaok«r Roel
° �t 9.For high r.bay baaricans roses ge mkNnxrm Ave bad/ ted tw
, I
�I d appfkd b.a Na,be 3g PSH. WN ft ewe Mea.+
10.The k-kV of ade ft scam roan oda b recaln whldows or add rlwgrng all be r0oanp6led too m 1.13 121 117 ,.112 1.119 20 tat IA?
} , i, wflh Ile eklab of Ilk dapMr t 21 /m 101 M do t o0 73 tm ,Do
,,.AN 1173 30i oil n9r - Ztir 0,91 0.9/ 2lf2 ail 0.11
f h d i l i spedbd andvs m bmW an rn wcbsed bukft vAb a lfr pr 11ai m and a Z wer holt tar up b s' >d 30 0.h st
,� is TYPICAL GAB4f m
010 010 aZ OND Oil M ROOF ENOL
•, wind vskely of 120 MPH. 100 {e am Deo m Des a19 3e cis aro
12 Spam b11y be kltsrpolabd bebnsn vNues but not extr9pdrled aukias vakres.
Or �Table CZone Cowaslom te► CaMlslsn MWtlplirrs VALE. NLS
' * Over
� , �. ;l" ° thewlf9MMiwald7aaere0rwe �� .eCrlpory8'b'C'
t 1 ` SELECT EDGE BEAM thilalaeN Reek /qiI THorizontal
P _.
d i E�,.,.3,2,3.,$IAS/ Type NBN Hori 1
Lw Fee ZOri},.,
vis o LCI ..
MAX / ,� 38 t.0 ,.� Slider Wind ..
/ 38 1a1 tiD Windows are to be
,•x r ,77 �, 1ST Removed and
140
r st v, � s y IES
RflN.3-1/2'SLAB ON GSE 100 r0 all OND Stored When f
OR RIS@ FOOTING
(FOR FOOTINGS SEE h> T Nob Fa R:OPV= ss k,.,,O..tX old 130 MPH wind mns spas ham m wcvn tsMei 4*ted Winds are to be in
1 f TYPICAL Goss Roots wmf sotro ROOF PAGEaz,,ri.x,) for I c11, (d)ar O.eS f w Int. EXCeSS Of �
q ( I Hr
TYPICAL VIEW FRAMING; t
d II •Q ll of IS MEASURED FROM
65 MPH i
11 9 -r TOP OF 1•x r OF WALL WAR 1
LW SELECT BEAM FRG>tli TABLES
ALTERNATE COhNECION 3.12 8 313
41,
3 � Q FASCIA ALLOWED
a� SIZE SEW AND (SEE SECTION 7 FOR D AL$)
EE T BEAM SPAN KNEE BRACE(SEE TABLE 3 3)
FOR BEAM SUE) "q*JUANr TO PROVISIONS OF
�IApIfAY SAFETY MOTORve
VBqftS3POST SIZE(8�TABLE 3 3) -RULE 15C 2,THE
I
i I 4 SOS ROW / / SEE TABLE 3.12 EOR SCREEN Mlles.ANCHORNG AND OTH
NO MAIOAAUM
/ / ROOMS AND 3.13 FOR NED TO BE MARRED To
ROOM AFTER tt � GLASS
(ELEVATIONI SLAB OR GRADE)
P PRO ECTION FROAA W LARGEST VALUE MOBILE t1GAAE3 CONSTRUCTED
G y VARIES LW:LOAD WIDTH
- ---VVARNs3--,� TYPICAL SECTION'FOURTH'WAL.FFORADDITIONS TWIbESI(iNSANDSPANS
a I
9 NOTES:
E 1.ANCHOR 1•x r opEN BACK EXTRUSION W/,a•x 2-,a•CONCRETE FASTENER MAx OF r-0'o cp• ADJACENT TO A�UFACTURED FlDwilE BASED ON THE Low REQUIREM
SHM
y Arra ver n� H SDE of uPraGHr/wcHOR r x r ro wave wAt l wi g x 2-1rz s M .wi . , Souther t�or?B Products. °�G GIDE�w EDITION.
¢ ( + WASHERS OR 010 x 2-12•WASHER HEADED SCREW 74r O.C..ANCHOR BEAM AND COLUMN
sCALE 1/e' ,
f , Jure T Utke
j CONNECTION. W/ANCHOR CLIPS AND(2)g5 SCREWS W/WASHERS Q EACH POINT of
2SELECf FRONT WALL BEAM FROM TABLE USING LARGER WAD WIDTH VALUE OF PR OR P2+Cfl•H ExtrwbRatrirg Tabk
1 3.SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1 3 AND ROOM FOURTH WAS- ABG
F ' " BEAMS FROM TABLE 3.1.5 USING PR
tpAaaiYe Mex Mdne>p� sus Mees
I� {' i+ { # ' 4 ANt�TORS BASED ON 120 MPH WIND VELocfTY.FOR HIGHER WNo ZONES USE THE FOLLOWINIF r:r:0031 rx� rxrxowrP.�. 6� JOWMfAME:
CONVERSION: 90-120 13D 140 150
' 3•:3•xooeD- rx* rxrxomr Ja(�t.S nville FL 32238
el SB $10 #12 NH2 rxe'S.MB. r:Txa0B0' s ADORTE�:
904- -9241
TYPICAL SCREEN IGLASS ROOM rxrxO ar rxrsra. s:rxo8
DRA%NG FOR ONE PERMIT ONL
r
9
COIL FLASHING COO_FLASHING
:m
Ur x 68 S.M.S.AT EACH RISER
{ a3 1-11r z 98 S.M.S.AT EACH
a RISER
SEE ROOF PANEL TO BEAM
ALUMINUM ROOF PAN OR — — — — DETAIL(SECTION 7) —
E a COMPOSITE RO()F PANELS
SEE ROOF PANEL TO BEAM ALUMINUM ROOF PAN OR
I ��� _ COMPOSITE ROOF PANELSDETAIL
I - (T1VP)(S
it ION 7)
BEAM SPAN(SEE TABLES 3.12 THOU-BOLTS EE REMOVE VINYL SIDING AND
1 ` FOR SCREEN ROCNMS 8 3.15 TABLE 3 3) SOFFIT ON THE WALL AND
FOR MASIS ROOMS) at BEAM SPAN(SEE TABLES 3.1.2 INSTALL SIMPSON CS-16 COIL
FOR SCREEN ROOMS R&I S STRAP OR EQUAL FROM
¢ THOU-BOLTS(1 YP.)(SEE _ VARIES FOR GLASS ROOMS) TRUSS/RAFTER TO BOTTOM
- TABLE 3 3) tr MAX OF DOUBLE TOP PLATE JOIST
0 EACH TRUSS/RAFTER. THE FL
POST(SIZE PER TABLE 3.3)
�-- /MANu
I a
CHANNEL OR r x r x GUSSEr+d6'x e•x 080'ALUM • e •l• o o NAL STRAP W/16a COMMON
ANGLES AT EAI2i END OF ® 2x BEAM ®
PLATE AND(1)!10 z 3N'TECK 0 TRUSS RAPIER AND
SCREW 1"O.C.EA.WAY AND •=o • • • •
3 �t DIAGONAL(SEE TABLE 3.3 FOR SIZE SAME AS PERIMETER JOIST.SCREW
DIAGRAM AND$MEW SIZES) USED ABOVE gig � o • •(• • • COIL STRAP TO SHEATHING W/
#8 x 1'DECK SCREWS 016•
° IF RECEIVING CHANNEL.USE — I LY.REPLACE
• 0 •�• • • O.0 VERTICALLY.
(2)ROWS OF SCPIEWS INTO • • • o • • • • Ol VINYL SDI IG.
Iii , ALL
OS OR BEAM NST
P
III AUGER
POST(SIZE PER TABLE 3.3) PROVIDE NEW 4".8.OR 15COE
FOR POST SIZE SIS:TABLES + 8'x 18'CMU PER AND SOLID
INSTALI
FOUNDATION BLOCK 0 For THRU
3.2.1 FOR SOME ROOMS � MAX O.C.ALONG STRAP'
AND 3.2.2 FOR GLASS ROOMS
" OR 323 FOR SCREEN ROOMS • SEE POST TO BASE DETAILS ATTACHMENT WALL
" ( 1Y CONVERTED TO GLASS OR • •
ENCLOSED ROOMS
,?., • NOTES:
FOR 0.080'WALL POST.USE GUSSET W 8'x r x 0.080'ALUMINIUM PLATE.
' ( P SEE POST TO BASE FOR CAW WALL POST,USE GUSSET W sr x r x OAW ALUMINIUM PLATE. TYPICAL WALL SlOMADR ATTACHMENT T
CONNECTION DETAILS FOR 0.125"WALL POST.USE GUSSET W 8'x 1rx 0.125'ALUMINIUM PLATE
MOBILE/MANUF _ RED HOME
4 f, LONG OVERHANG DETAIL SHORT OVERHANG-DETAIL SCALE: tK t
�.,
s ,li
SCALE r r-0' SCALE:r=1'o" Ira x 2-1Q"S.M.S FROM
M
z M8 x 1-1A3'S.M.S.0 8'FROM ENDS,TOP OR BQ@TTOM Am
ENDS.TOP OR BOTTOM AIS 016"O.C.OR PW HOLE W/
VARIES 018"O.C. CAP AND(1)t6 3c11Jr S.M.S.
SOLID COVER
s ry a € EDGE BEAM
BEAM
INTERNAL 8"FROIA14D .TOP
I " r (SEE TABLE 3.1.3 OR 3.1.4) OR 46"O.C.
WINDOW HEADER(SEE TABLE
a 3.1.3 OR 3.1 ) 2.00'
s' MINIMUM WIDTH■ 1
EDGE BEAM SPAN OJH4"
CHAIR RAIL(SEE TABLE 3.13 VARIES 2.00"
REMOVE VINYL BIDING ANO0.044"
QR 3.1.4
It I II a ) SOFFIT ON THE WALL AND SHEETING MINIMUM ONE BIDE
INSTALL SIMPSON L3-18 COL CAW ALUMINUM OR 1/2'COX 0.044" 1 AM2 00' 0.044"
STRAP OR EQUAL FROM EACHPLYWOOD
TRUSS/RAFTER TO KNEE
ADDITIONAL STUDS BE
1=X 2"X 0.044= 2"x x
wnu sTuos ADDED TO ADJUST CHQR RnIL V OPEN BACK SECTION PATIOS SNAP
� I
TO MAX SPAN WITH 2"x 2"x 0.044 WITH 2=x _
MINIMUM SLAB(SEE DETA -�` PATIO SECTION PATIOS 0.044 WITH
TION PA
THE FLOOR.WALL.AND ROOF TNG DETAILS
EXTRUSIONS AND FA.4L�Ew
I ' ' NAL STRAP W/18d COMMON SYSTEM ARE THAT OF MOBLE TYPICAL ELEVATION GLASS ROOM WALL
soup covER sGALE:r�
ER
0 TRUSS RAFTAHD J MANUFACTURED ROME SCALE: 1M"=114r --, 1'
PERIMETER JOIST.SCREW VONDOW HEADER EDGESEAM
�"s� COL STRAP TO SHEATHING W/ ANGLE 1 SIDE OR BLIND AN
TABLE 3.1.3 OR&1A)ADEAAN1 �
I /8 x 1"DECK SCR IEWS 0 76"
? C 1 O.C.VERTICALLY.REPLACE KNEE WALL W/2 x 4 P.T.P. O SCREW VARIES (SEE TAKE ORIt
IA) EDGE�M1�PAN V
VINYL SIDING. BOTTOM PLATE STUDS•
r. j DOUBLE TOP PLATE NAL PERS WINDOW ADDITION ANCHOR xr
-
t �' y .; " OR-SNAP GAP ASREQ'D.
}
TABLE 2306.1 FLORIDA W/MIN.010 x 1"S.M.S.C 8'
BUILDING CODE.EACH STUD FROM EACH CORNER AND
( c i CHAIR RAL
SHALL HAVE A SIMPSON SP-1 16"O.C.AMAX Y
(SEE TABLE 3.1.3 OR 3.1.4)
OR EQUAL SHEATH WITH 1/J' �OMUM VYIDTH■ VARIESSHEETING MINONE SIDE
P.T.PLYWOOD NAILED W1#8 ALUMINUM EXTRUSION 0.040'ALUMINUM OR 1lr COX
COMMON 8 O.C.EDGES AND EDGE BEAM SPAN PLYWOOD
j;
r-V BOLT I132-O.C. 12 O.C.FIELD OR CHAIR RAIL ADDITIONAL STUDS MAY BE
STRUCTURAL GRADE ADDED TO ADJUST CHAIR RAL
THERMAL PLY FASTED R _ TO MAX SPAN
NEPE
THE MANUFACTURERS
1"x T.AM 1'x 1'TUBING OR
VAtR1E3 1'x r TO MATCH BULD OUT F V
AR
TYPE III FOOTING i�.
SPECIFICATIONS.STRAP KICI(PUTE VARIES
SIMPSON COIL STRAP OVER RECD
SHEATHING MINIMUM SLAB(SEE OETAL)
TYPICAL SCREEN ROOM CONVERTED life
;4LTERNATE WALL SECTION FOR ATTACHMENT TO TYPICAL ELEVAp
ATION 1W=LASS ROOM WALL SCALE. 1µ:m 1 LASS ROOM W
MOBILE/MANUFACTURED HOME NOTE:FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE r x r x 0.04r MATED wl r x r x FOR SCREEN ROOM To GLASS ROOM CONVERSION WbE 1'x r x 0.044"MATED
EXISTING OR r x r x 0044'MATED WITH r x r z EXi51 ING OR r x r x 0.044 MATED WITH r x r x EXISTING
{
SCALE: 1K"=1.,0.
4
13s7 11"Afi�sibf pr
^ 1'x r TOP RAILS FOR SIDE WALLS ALTERNATECONNECTION
L 1O E�
iI s ,:` WITH MAX.3S LOAD WIDTH SHALL
., ! f': •[ Vi, HAVEA MAXIMUM UPRIGHT -Ioto X 1-12•S.M.&INTO
"- PAN ROOF.COMPOSITE PANEL SCREW BOSS
OR HOST STRUCTURAL SPACING AS FOLLOWS
tt" FRAMINGWIND ZONE MAX.UPRIGHT (2)610 x t 12•S.M.S.INTO
' Q = SPACING SCREW BOSS
SOLID ROOF (4)66 x 12•S.M.S.EACH SIDE 102 T-0` ANCHOR 1'x r PLATE TO
OF Ito 6'-r
r
CONVENTIONAL FRAMING OR 1 x 2 TOP RAI.FOR SDE 120 6 3' ANCHOCONCRETE RS xWITHIN
WALLS ONLY OR MIN.FRONT 123 g-t' 6•of EACH slpE of EACH
ALUMINUM FRAME SYSTEM WALL 2 x 2 ATTACHED TO 1130 140 5-�1�' POST AND 24'O.C.MAX
r AS MIN.SHEET ONE SDE FOR
s s 3 SCREEN ROOM AND BOTH POST W/1•x t•x r ANGLE
150 4'-11' MM.31@•SLAB 2500PSI
SIDEI FOR GLASS ROOM.USE CAN
CLIPS EACH SIDE OF POST CONC.6 x 6-10 x 10 W.W.M.
u STANDARD NAL OR SCREW WB�OW FRAMOIG
4' d t. PATTERNS FOR MICHORMG. ATTACH DIRECTLY TO HEADER OR FIBER MESH •
INTERNAL OR EXTERNAL VAPOR BARRIER UNDER
s , ' 1:CLIP OR V CHANNEL CHNR BETE
RAIL io s M To Posy wi
O ALTERNATE P—OLLOW UPRIGHT TO
MANMANUwMD HOLLOW RIGHT TO BEAM D
PER pFICUFACT¢ - SCALE:2' 1.-0-
I S
w � � GIRr oR cxHAIR RAIL AND laic
j
PLATE r x r x OAW MIN.
ANCHOR r x r cHrANNEI To •
HOLLOWPOLCONCRETE wrtH
# E 1k € x H' 2114'OONCREiE A•
3 ALUMINUM SHEETING OR
1
VINYLANCHORS WITHIN r OF EACH
' CONCRETE WITH 1PLATE2-1@• 1 x 2 OR 2 x2 ATTACHED TO
SIDE OF EACH POST AT 2C
I €I * CONCRETE ANCHORS WITHIN BOTTOM W1 V x 1'x 2x 1/16' O.C.MAX OR THROUGH
0.015•ANGLE CUPS EACH SIDE
Ir OF EACH SIDE OF EACH ANGLE AT 24.O.C.MAX
POST AT 24.O.0 MAX OR
� � AND MIN.(4)610 x Ire S.M.S.
I �L' v, THROUGH ANGLE AT 2C O.C.
At' 9 j ,..#�' ,t �� _ MAX i•x r x 0.032'MIN.OPEN BACK CONC. 1�t1SLAB
=0 PSI
W.
EXTRUSION
€ FIBER MESH
4 # •
'' 'q '•.., i MIN.3-12'SL48 2500 PSI �— 1-116'MN1.IN CONCRETE r• ••t
s x, g E y • a a t'' . CONC.6 x 6-10 x 10 W.W.M. VAPOR 811RRER UNDER
OR F13M MEM CONCRETE s
' VAPOR BARRIER UNDER
I r `
CONCRETE ALTERNATE P�1►TIO SEdCT10N TO U
GLASS ROOM WALL SECTION POST TO BASE,GIRT AND POST TO BEAM DETAIL PATIO CTION TO BEAM DE
SCALE:r-1'-0'
SCALE: r-1'4r SCALE:r-t-0'
47 Lv,
(4)COMP08ITE IROOF PANELS:
1W xrBOLTS Wit14W FENDER WASHERS PER
I EDGE BEAM4-0•PANEL ACROSS THE
rx2'ORrx3''IPOST FRONT AND 24-O.C.ALONG
ANCHOR RECEIVING CHANNEL SDE WALLHEADER
sj jj
ali TO(CONCRETE w/FASTENER 66 x 6116'TEK S BOTH V x r OPEN BACK ATTACHED ATTACFIED TO 1'x r OPEN SDES
(PER TABLE)WITHIN r OF SBES TO FRONT POST WI BACK Wl MIN.(?)610 x 1-12'
:' N EACH SDE OF EACH POST Q 670 x 1-12'S.M.S.MAIC 6• Ste•
OR
fH 1•X2-116'x 1•Ud
.K.;: s ,�s 24.O.C.MAIL FROM EACH END OF POST
€Is 1r RECEIVING CHJ*PM
II i AND 24'O.C.
v r•`_ MIN.3.12•SLAB 2500 PSI r x r ORr x 3'HOLLOW
y s k CINNC.6 x 6-10 x 10 W.W.M
' CONCRETE Ani
(r -
OR FIBER MESH _ (PER TABLE) SIDE WALL GIRT ATTACHED TO
VAPOR BARRIER UNDER cwm
1-116'MM.M CtiiN
1•x r OPEN BACK W1 MIN.(3)
{ 1 # 610 x 142"S.M.&IN SCREW
I I CONCRETE BOSSES
I
GIRT ADK=PLATE rx2'
h €; • HOLLowRAI.
• _ ALTERNATE POST TO BASE CONNECTION-DETAIL 1 FRONT HALLGIRT •
SCALE:r-1'-r
AN IDR RECEIVING CHANNEL r x r OR r x 3r1 T FRONT AM SDE BOTTOM
TO CONCRETE W1 FASTENER ,�pCw�
ED TO
#PER TABLE)WTTHM 6'OF 66 x Oli6'TEK apr•----�BOTH( 1
CONCRETE CONCRETE MASONRY
EMN SIDE OF EACH POST SDES W/ M'x 2-t/4'
' I x • 1•x r OPEN BACK ATTACHED
24.O.C.MAX 1•x 2.116'x 1•U TEL OR TO FRONT POST W! ANCHORS 9 r FROM EACH
POST AND 24.O.C.MAX AND
RECEIVING CHANNEL 6'10 x 1-Vr S.M.S.MAX 8'
FROM EACH END OF POST
MIN.312'SLAB 2500 PSI CONCRETE pR MM. WALLS CONCRETE
FROM EDGE OF POST A3)10
� � '�I 's I ' • • AND 24'0.C. 1• CONCRETE W/MM.(3)#q0 x 1-1?S.M.S.IN
SCREWBOSSES
CIVIC.6 x 8 10 x 10 W.W.M. (PER TABLE)
MIN.EMB
OR FIBER MESH 1 1!6' NTINTO
CONCRETE
VAPOR BARRIER UNDER . • •
EDr
H
CONCRETE
TYPICAL CORNER DETAIL TEAL.UP GHT DETAI
ALTERNATE POST TO BASE CONNECTION-DETAIL 2
SCALE. r-I-W SCALE: r-1'-0'
SCALE:r-1'-0'
21€
F � s #s• �# i �., I a � .�� '
PPS• .. .. OY#fia SEtR#ul��k[seF�'F�#�k.rLG`a�$t ta,6a.'
, [s i" > d wi} � a �a �'!e; i• �IN 7 ��€, s. ;'.i6r " _ _ ..e�.,:• .,.,....�..�...�.. �e ,auary
I T `
ff
f
8
�.ix>.: RIDGE CAP
TM
{ E tf a } � r
08 z 1R"(3)PER PANEL PANELS(���OR PAN
.; ROOF
F i y (SOLID) TO EDGE
ri � ROOF PANEL
�� FASTEN PALLS µD I OR 3) (SEE SECTION
#8 x 112 24.O.C. �DETALS IN SECTION
9 c� 11 i �f,..�' # rs aidsP►
'm r MAXIMIUM BEAMS MAY BE ANGLED FOR
EDGE BE GABLED FRAMES
o3 IF TWEE BRACE LENGTH =V (SEE TABLE 3.1.3 OR MA)
Xi
ND POST
C/IINTILEEDS ENEREABLE D BEAM
SCREEN OR SOLID WALL _
I" CONNECTION DETAILS O (MAY FACE IN OR OUT)lz
BEAM (SEE TABLE )
KI POST SELECT PER TABLE 3.3
USE 2 x 3 MINIMUM
BEAM SUPPORT STUDS POST NOTCHED TO SUIT
a ,#
a #
a f �.,. (TYPICAL) HOST STRUCTURE ROOFING
r STRAP-LOCATE•EACH
SIDE NOTCH POW TO CARRIER BEA
POST.(2)U4'x r LAG
SCREWS®24.0.C.(MAX.) SCALE:r=V-v
RECEIVING CHANNEL EACH STRAP
(6)06 x 1/r S.M.S.TO STUD
AND — — — — — —
I (1)OE z lir S.M.S. � � � (Z)#10 x tl2'SCREWS
TO USE ANGLE EACH SIDE FOR ROOF PANEL
: 2 x 2 TO POST CONNECTION (SEE SECTION n
WITH HOLLOW POST
All #s S l p / 1I4'BOLT 24'C.0 MAX 1-3W x 1.314•x 0.063' — —
ssS x�2 WITHIN 6'OF EACH POST • RECEBOLIVING TO POST CHANNEL THRU
THRU
FASTEN 2 x 2 POST BOLTS FOR SIDE BEAM
• (SEE TABLE 3.9 FOR NUMBER p
e s' W1(2)EACH 910 S.M.S.INTO
,1
I S SCREWSPLINES
• OF BOLTS)
>„ q( ` • • 2'x r x Q062 ANGLE EACH • EXTRUDED Of
I�
a i d s E a ; d '`s • • 60'MAX SIDE(3)EACH#0 S.M.B.EACH OR SUPER
Na I r x r S.M.S.HEADER LEG INTO POST AND INTO • GUTTER MAX DISTANCE TO BEAM AND POST SIZE
x =f ai 4F r,_ " Af ,! x • • GSR(MIN.) _ STRUCTURE W
, ALTERNATIVE BEAM SUPPORT (SEE TABLE 3.3)
is ( Il _ �
? • • FASCIA AND SUB FASCIA 36'WITHOUT SITE
SPECIFIC ENGINEERING
EXTRUDED OR SUPER GUTTER I RESER Posy Nor�Eo to sUlr
(OR TRANSOM)WALL E2 FASCIA(WITH SOLID ROOF) CENTER NOTCH P@►sT CARRIER BFJ
GLASS ROOM FRAMING DETAILS TO
r� #
k
f i SCALE:r=1-0' SCALE r=1•-0' SCALE r,=1-0'
Ip, I
I
u w{ ALTERNATE SLOPE)BEAM ANCHOR ALUMINUM FRAME
TO WALL OR SLAB WITH
t m `fit ��, a� as: � ( // •
IW x 24W MASONRY
}s . 1-Vr x 144 x 0.010"ANGLE
i. z // �,, EACH SIDE OF CONNECTING • W SECONDARY BEAM I PURIMAM 2C O.C.MAXIMUM
ANCHOR
{ 1 y / BFJWI WITH SCREWS AS TABLE 3.12 FOR
r x r PURLINS ATTACH TC / SHOWN FROOMS AND
-
',
BEAMS WITH(3)#10 x i-V!' // • 315FOR�OLASS ROOMS) R•BON OR MONOLITHIC ` N
�-+� PRIMARY FRAMING BEAM
3 z
sits.INTO SCREW BOSSES / • FOOTING MONOLITHIC
( �
[ I - / (SEE TABLE 312 OR 3.15) • SLAB IS USED SEE NOTES OF b
I II {a is
` . DETAILS NEXT PAGE)
# �I NOTCHNG OF BEAM AROUND • • • • • NOTE EXTRUSIONS WITH INTERNAL
scREw BossEs MAYBE k;2-
3 a s PIXtLONIEVE RAIL•ALLOWED • • • • • CONNECTED WITH(2) MINS BM S MS x LONG 8'x r x 16'BLOCK WALL
➢ w s PRgan,,: NUMBER REQUIRED EQUAL TO (MAX.37}
a • • • • • • • #10x1-1@ INTERNALLY
BEAM OEM IN INCHES
` ,f if I • • • • • • • r x 4•S.M.B. / KNEE WALL FOOTihNG FOR SCREENED
Y
`
SCALE. 1R =P-0'
�I • • • • • • • rx5'S a.
I , i • • • • • • • 6•s.M.B.
BEAM TO rCONNECTK)N �,• w N �r
1r 2 10-0'
;ir �; . • • • • • • • / rxrsM ANGLE ORRECEIVING3r If ri
CMAM�.EXTRUSIONS WITH 4B' 16' 4-0'
{{ { £ r x r S.M.B. INTERNAL SCREW BOSSES • w^
a • i ,a r,= } • • • • • MAY BE CONNECTED WITH w
�I �` a � 1 # �? °r" • • • • • • r x 10'S M.B. (2)#10 x 1-VI INTERNALLY PRIMARY BEIM • �p I
s
(SEE TABLE 3.12 FOR �� • 3="
BEAN OVERLAP CONNECTION � MINIMUM#d S.M.S.x 314' SCREEN ROOMS AND K
g OR GUSSET FOR BEAM •i NOTE: LONG NUMBER REQUIRED 3.1.5 FOR GLASS ROOMS)
r x r AND LARGER m m m MINIMUM POST VIZES EQUAL TO BEAM DEPTHAl
O REQUIRED FORS BEAM IN INCHES- •
,x FASTENER SRE.NUMBER AND 6 To SIZE(SEE TABU= )
PATTERN(SEE TABLE 3.3) ALL MASONRY KNEE WALLS SHAM HAVE A FILLED CELL AND
BEAM TO WALL CONNECTION: 1.3•1/r CONCRETE SLAB 6 x B-10 x"1f0 MELDED NITRE MESH OR
�`' VISGUENE VAPOR BARRIER
1 las r# K (2)r x r x CAW EXTERNALLY MOUNTED ANGLES TO WOOD WAIL WITH MINIMUM(2)316'x r LAG U SLABS HAVING STRUCTUF
SCREWS PER SINE OR(2)114'x 2114'CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD(1) FILL OVER(SCARIFIED)NATURALftil 10%DENSITY
ANCHOR PER S1�FOR EACH NCH OF BEAM DEPTH LARGER THAN 3' 2 LOCAL CODE FOOTING REQUIREMf g SWILL BE USED IN LE
141,
)OU-CHANNEL ATTACHED TO WOOD WALL WITH ORANGECOUNTYFOO WW SHALL BE A MINIMUM 01
MINUM X315 xrLLAO SCREWS PER 1SIDEl OORR�tµ'x 244 CONCRETE ANCHORS CONCRETE OR FOR STRUCTURES I BUILDINGS
NOTE GUSSET PLATES ARE REQUIRED ON ALL BEAM TO UPRIGHT CONNECTIONS F(S ) ) R 400 S F..
MASONRY WALL ADD(1)ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN 3'
QED PATIO FOOTING
JI
Olt
BEAMS r x r OR LARGER EXCEPT wry SQUARE UPRIGHTS ArsF USED. BEAM TO WALL CONNECTION KNEE WALL F
m, a
! 3 i• I ` I' "r ,i SUGGESTED SCREW PATTERNS FOR r x 3=OR LARGER UPRi� _ NG FOR SCREENED
BI „ SCALE:r=1,-0' SCALE r=1'-0' SCALE: 1N'=1'-0'
1:307
j in �u.
I :
_ . w..
ril �;:. 9.x'44 I� I .'- s. 'r '. •� , ' �x,: � _----- - ,... _.._—. ---_.- — __—__----- lawava161fturr&aaf.4+ NlatR,..
q £
iXtPI:A
4 '
IW x 6•RAWL TAPPER ALUMINUM FR*W SCREEN ALUMINUM UPRIGHT
+ttyy i7 a =i THROUGH 1•x2•AND ROW WALL
E ' 33 y LOCK INTO FIRST COURSE OF ROWLOCK 2500 P.SI.. CONCRETE
,. $ BRICKS BRICK KNE
EWI TYPE Bax 6-10x 1BER {0 WC OR
FOR ONCRETE
ALTERNATE CONNECTION OF MORTAR REWIRED
co
LOAD BEA
SCREENED ENCLOSURE FOR LRINXPO�WALL (2)#60eA9COW.WI r
Ii I .I I BRICK OR OTHER NON- 4•(NOMINAL)0*TIO COVER
LAP 16'MIN
STRUCTURAL KNEE WALL s, CONCRETE SL9 W/6 x 6-
P 1•WIDE x 0.06r TH"STRAP FS 10 x 10 YVELDE$11VIRE MESH a•
dpi G EACH POST FROM POST TO OR FIBER MESH COItL'RE1 E f
gg7-4.
3 a FOOTING W/(2)010x 3/4 Z • �. K=11 —= 3.1R'
I —. S ► —
S.M.S.STRAP TOPOST AND — • •
s i1� 4 t p (1)1/4•xI-WTAPC.ONTO (1) BARSVYI�3'COVER -III •� . :•, D �SLAB OR FOOTING ITYPIGAL) MK
6 MILVISQUEEN VAPOR
BRICK KNEE WALL ANDFOUNDATION FOR SCREEN WALK� TOBE
SCALE: Ilr=r� r Mut. COW. — IENCLOSED
p,, (2) i—I I —I�1—III— 11'
{ 'i _ ;ws (1)05 BAR CONT. UNDISTURBED OR
d TERYNTE TREA7UAENT OVER
d €
74r MIN. 3-1R'(TYP. .......
r m a + BEFORE SLOPE ALL SLABS) to / .. ■ . COMPACTED R L OF
h , � UNIFORM 65%RELATIVE
ttt- DENSITY 1500 PSF BEARING
a i t is .'• 4 k t_" P - L 12'= t _
TrnE I TY I FOOTING
STEEP oiR�M REQUIRED FOR STRUCTURES 1 BUILDINGS OVER 400 SQUARE FEET ONLY
FLAT SLOPE/NO FOOTING MODERATE SLOPE
' z NOTES: 0-rI 1r x/1r-r-1o• >��� MINIMUM FOOTING DETAIL FOR STRUCTURES
1. THE FOUNDATMIS SHOWN ARE BASED ON A MINIMUM SOL BEARIN PRESSURE OlF`1600 PSF.
` `� '` t _
BEARING cAPAcmr of sou SHALL BE VERIFIED.PRIOR TO PLACING THE sue•BY III SOL LOCATED IN ORANGE COUNTY.FLORIDA
TEST OR A SOL TESTING LAB. SCA w•217■1-0•
2. THE SLABPOUNDAI SHALL BE CLEARED OF DEBRIS.ROOTS.AND COMPACTED FRR TO
a PLACEMENT CONCRETE
NO FOOTING REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PRO.IEC1i1�FROM
THE HOST STRUCTURE EXCEEDS If THEN ATYPE I FOOTING IB REQUIRED. SLI18 A
t .. MINIMUM OF 3.1/!•(4•NOMINAL)THICK.
4. MONOLITHIC SLABS AND FOOTINGS SPITTLE BE MINIMUM 2.BOD PSI CONCRETE WITH 6-10 x 10
r WELDED WIFE MESH OR FIBER MESH MAY BE USED IN LEU OF MESH.
S. P LOCAL BUILDING CODES REIiUIRE A MINIMUM FOOTING USE TYPE I FOOTING ORS
I SECTIONS REQLMRED BY LOCAL CODE.LOCAL CODE tiONERNS
(SEE ADDITIONAL DETAL FOR STRUCTURES LOCATED IN ORANGE COUNTY,FL)
C � 'I a �£ �� e s'q*,a��c�✓� � "��;.� s ff,�sr t' 8. P A GABBER BEAM OR FORTH WALL FRAME 1$REQUIRED USE A TYPE 0 FOOTING
SLAB-FOOTING DETAILS Cr U
SCALE: VZ
■1-0• D(21M'L)
f I} a� 1 n r g a UNIFORM LOAD UNIFORM LOAD
f is I^ i �+ A(3W L)
P ir* A B A B
ALLOWABLE BEAM SPLICE LOCATIONS
SINGLE SPAN CANTILEVER 1 OR SINGLE
SPAM-
SCALE N.T.S.
UNIFORM LOAD UNIFORM LOAD d-HEIGHT OF BEAM
SINGLE SPAN BEAM SPLICE BEAM SPLICE SHALL BE
10 114 PONT OF BEAM SPAN MINN"d-3r
s I' w ip k ALL SPLICES SHALL BE
STAGGERED ON EACH
d 50• d 50• 1•MAX
SIDE OF SELF MATING BEAM
xkyk
D PLATE TO BE SAME + + + + +
+
' A B C A B C TH 394M AS BEAM WES v
2 SPAN 3 SPAN PLATE CAN 8E INSIDE OR �r
75•
p ,
OUTSIDE BEAM OR LAP CUT + + + + + +
( E UNIFORM LOAD DENOTES SCREW PATTERN 1. x
NOT NUMBER OF SCREWS
a rir 17 ' C �� FASTENER SIZE•NUMBER HEIGHT 2 x d- LENGZH
AND SPACING(8E TABLE 1.6)
0011INIIIIIIIIIIIII Guam A B C D southw
E ��>N� •• CMMM Cwbr To tbMw Mm Nr F� 11MoYlw � O�
;z 4 SPAN to12 zxrxao66-xatar- utr■oAer
n yr r x r x aorr x aszt- ur aur jamy
0 11 NOTES: 01 wr r �rxrxOA7rx0.221• W car �Q�
014 iM- 1I2- rxrxoAwx0-wr Hr■O.1?D' �+�■K
s 1)1'S(P��.n�Lwvm t Tr tar~• xtrxcaw xo-mr ur —
`� IE t of t k� �.. a■`.--'hwV L411�11 I xdMf�l�d
�rri; s i f I."n t f .`�•" f M All II/IOd In 61! M IOf.,,,..x,, dI�ifl00s�1UM000 mppob or wwhof P*ft' -
`r own equ �d �'�4M�•x{'xlld 2•xr�0.
3 Hollow rxku"m sW not be �r
m )
it t 4)Skgls xPr1 blM1K xhrN Only b0 f17Acld M 1!u quMler POk�b xnd tpgosi MaA bx s�pp� '
TYPICAL.BEAM SPLICE DETAIL
a '15a Mw t `
I s, .. 3 SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: r■r-o•
Ji
904-786-
it SCALE:N.T.S.
NA, eco
E
_
_ a
t iSIA � -I� 1 �� rkn a� 1 �� Mai ctx�
f�, r n " .'t �` fk"ka u"kv a
£ I y kp
P. IFf ?
r I Table 31.1.130 Allowable Bpm -Hollow Extnwions Tabb 3.12410 Allowable Bpm SPM for n or Vkq
Table 3.1.1 110 Allowable Edge Bpm Spans Hollow Exhuolon• Edon Mliscsileneous Sero
For Sasen or Vbryl Rooms/Open or Parllaily Enclosed Sbuetuns Fer Screen or Vinyl Rooms/Open or PrlNily Enelseed s p PaRINIy Enclosed ins
For 3 second wind Oust d 110 MPH vdoelyr,usino design bed of 10 A18F(32 fff for M L For 3 second wind Must d 130 MPH vabeh l;udn8 deign had of 27 NSF(45 NSF for MMc CaMRewrj For 3 second wind oust at%0 MPH wbdty;using dp
€ c Aamnrra SM T4 ANrermre NN T4 ANxnemrm GM T4
xrxrjLesw-
Orale aef4ldrq Oeare rr 1111 1111 T foie
VA
N r load tdat L'/ Yardesadlaet Lied ebr i/ Yw Lead Mac tl Ywdeaewan laid Met Y/ Yada.a0an' r 4'11 Sr S
! tis k � e 112 iapr� 4apenRim i2 saw 4spen � �1142 30W 4%m I&2MM XGppn 4%= Crel�w JMawehb 1'I
g '. a / 4'4• r-11• d i 4-11 C-1 4' b ra d
a {;( �i�i 6 _ WON V
rxrxL&WxLIW 1114• 1Sr W.I.a C4• d S4• b Sa b 1-1• d S 1'-T 0 Sr d s-r e s J1P a 4'-6' e r a e d• -6' 11.11 1111 114'
.r a r Ira 1a-1P 111
a r-r a 4-iP b 1'S b r-0' a • 4'.1' a NP b S-r b • rr d 4'-r b 3-1r b r-111 d • r-tP a W4r a C.T a r-ir a. rxsxefp`:f.ior 13'd" uar +11.11
1 r-10' a 114' b ri'. b r-111 a 7 4-r a air a 1111 a 'P d 7 11.4' a ri' b 114' b r-1P d 7 74r d C-r..a T 1 V b r-ir d r x r x LUr x LI2r is-111 1111-0• 144•
p' r Ira 1zr 1?�
{'r ! t 74r d 4'S b at• b r-111 d • r-111 a r-r a C4' b -1r d 3 ra a rr b rr b r-1P d f 7W b r-1P b rr b r-1P d r a r x•Olin•x 0.1211 Iv.V` 1r�' 1116 4• 1S? 11r.r 11'
i 1 '} i ? d; " f 1111 b r-111 a rAP b r-111 a f rf' a 114' b Ca a -111 d f ?-111 a 114' b r,T a 1111 A f r-T a 11-7' b 3r b rtP / rxrx0.rfl:0224' 211-1P 21'4r' 21111 r 111-1P Iva 1r-
t; •111 a rxrxL97rxftt4• 2Sr 211-111 211
1e S4' b rr b rr b r-1P d 1f r-T d 4-r b r-111 b N ?16' ► 112' b 3 f! b 0'i• a N r-r b 1111 b r-' b r-1P a P 211.111 211-7 111-
6 .1P / -
E 11 ra b S T b 1111 b r-1P d 11 rd b r-11- b r b 1111 ?r b r b 2 11• b 114• d 11 T-11' b r r b rr b Q r a r:r:•efts:f Sof- 2f-1P .T 211.11 ,11' 27-1' 21'4r 20
12 r-1' b 1111 b r 4' b O-1P d 12 r< b r P b r T a -tP a p 11.7' b r-1P b 7r • rr d 12 T•1P b 1111'b rr b r Y d r x lr:eAf7:0 3N 31 M -r 2711 �. fir ' 211-1
$I � Rr
( r t, }: { i Lain tdre 'L'! Y w dMee4rn fart eeex. ti! 1'w Lw Llet. '! Y w ddrdbm Lena Mex. t'f Y w ddlaetlan Lw
112 3 4 i2 3apw 4apen 112 3Wim 4apan 112 3 4apm r Cr S S
9 , 1
1 a- +f { wId111 mum 110/111 ) t S8N'M�0 mom FIF r�i"
9CON 0COI
Cr d S-W d S•1r b 1'a d a 94' d 6=111 d 7-11 d � ! f Cr d S b 4'-11• a r-r d 6 s-0' a 9 d 114• d 113• d rxr:e.pr:e.724' ��' 21� 26'-0' ANowWas �-p �
• Cr d Sr d Sr b 1'-1• d a S-P d •-T d rr d • a1 / C4• b aP b WI d f Cr d 9 d S-1P b t-r d
rxrxojwxL2w - Wr r 21111 290 24'
it , 7 4'4• d Sa b SO b 1-r d 7 9-r d 113' d 114 d �T / 7 114' d -Cd' b 4,1' b 91 d 1 4'11 d 9-T-.d 911 b 1-r d
ddddd r x r x e.Nr x ojw 311- 111-10` 111.1 -111 2r-P 211-1P 2S•1
ii � t � P11� f�.' z�r a a1• d rAr b C4r b 1'11 d 0 r-1P d 6-11• d 5-1- b r a a r-r d' a1• b ?tr b r-tr d • C4' d ST'b 61• b ri1• d rx10'xLWYxY]M' 3l: 31-1P iK11`
III" a 7111 d 4'-r b Cr b 9-11' d • rr d Sr d Sr b 'T d 9 rr b !*10' b rr b r-1P d f Ca d C-11*,b Cr b rr d _ r 3?a 31'•t' 30'-1
arr --
1 3 I1 7� to rr d 44• b C,r b WI d Is Cr d Sr a Sr b 't• d N s T' ► rr b 1111 b r•1P d M 711•d Cr Cr b 11.111 d
` o 4 d: 4 � 1.060,mmmwtAWMtMrgMwr9eemoftedae.C1! bwnM�t
1111 d Ca 0 ?111 b P11' d N C1' d S1' b 110 b .� � H 71• b 114' b 114' b r-1P d 11 7W d Cr - 4'4• D X111 d L Span in,bwdan110LI.P.Kv#Wbelpnok btl�� �r
) � 1Z 7T b r-11• b 3-1P b 0-11' d 12 C-r d S-r b C-tr b 12 2-111 b 3W b 113' b rr d 12 7W d C.r 4'2' b 011' /
¢ , 3 L Spsn r mwend cam oeedr d pemeden b IrerwrrM
!
4.Abase aprn do nd exbde dbnae bwae.Add
Jia i Sl'1 r t {4 tw Ma, V 1 Y w dMedNm Lw Ilm L I Y• Lad Max L-! 'b'w ddreaen Lw Mac L'I Y w barn dpra dWew nom upl0lab oxeM
a q 1M title pLl
101001 go wlir fu 1Miw� L Speen my bt bMpaYbd
{ 81111 `1 112 3aesn 40pen i2 upon 40pan 1a2 3f en 40pen Cesar •2 30pep 4Spre
� 6 5-11' d S-1111 b 1111 0 1'11 d a S-t• d PT b 113' b i S4' 0 S-1P b Sr b 1-4' d f T2' b 1111 b T4' b r-1P d
i a S-r d 11r b Pr b 1'11 4 0 T-r d rr b rr b '1111 d a aW b S-P b sr b 113• d f r-r b r-C 7-t• b 1111 d
'u b 5-1/' b S4' b 111' d 7 T 1' 0 •-r b T-1P b - d 7 Cr a a1 r b a1P a for d 7 F.I. Tobb 3.12-120 Allowsble Seam deans far l �se Scram or VI
z 1' a C-11' b Sr b S4• b 11'3 d a Sr b r-r b r4' b 4r d • CS' b Cr 6 4'r b rr d f Sr b r-C OW b r a ar hMtl
` ' ° • C4' b S3• b Sr b 1'4' d e 1111 ! Tr b R11• b r d f 74IN b C< b Cr b 1-1• d f S-4 b S•11' b Sr b 1111 d For i pOad wind Muftat l3�MOH vdayly:yelny dplOn
rll�
N Cr b 011' b Cr b 1'a d 1a r-1• b rr b a-r b r / 3r b Ca b 1111 b /-1• d N S-1• 0 Sr D 911 b 1111 a Alrrbpes Mf3T4
11 Cr b C4 b ar b T2' d 11 Sr b 1111 b 113' b a 11 dr b r-111 b r-10' b 110• d 11 a1P b Sr b Sr b rr d t
Cr 0 Cr b 14' b t'-1' d 12 Sr 0 Ir b 9-11' 0 d r! rr b rr a rr. b r-1111 d 12 C4' b Sa 911 b 1117 / sh�I e0 1117 1117 1111 r Cr S V-61
f r Ileh IHawnbr /
LAhura OwC - 11x4'xO.Mt"xL10r ta4• rr V3' 0
sprndondYxirrMepfedembma.AddbaAredYdww=*rep4tdID albrunI b 1.NangrndondbidudaMOaedYrbuis.AddeoebmeAddMasermeplydben�sadbeobbeen P d rr rr d T-11
oaaeeaeI, logo eI I. spnn tar bin bean apeea oaneeeam b M shoos eprnex lobl bran sera .1r d tr-r tr2' r-11
a �n YeMO�d rxrxaNrxL/N' 17-10' 1?-r 11 5 d .1Pd 1?1• 11
2 Bpwnasybardepobrd 2 M rxrx•Jarctl2S' 1911 /4'-1' I"d
rx7'x#AWxL12r iI IV-r 1Sr d 5 d 14'0 1S d 111
aunwr C d 1T4' 1r4r 111
A a rxr:•Olrxea/• M-11 2?r 211'd
� ,{ rxr:•.•wxuW 290 21111 2?r d A Wr iY-11• 1P
-1111 s 2y.11- 2s• 2z
r:111x•Nr:agar era zrr 21111 d
Ui
T Lind
' Doerr ftsum w rr 1111 1111 r 1111 r r
.s ! l" i .a Table 31.1-120 AMawble SpMu•Holbw Extnwbns Asswd/. L I
For or i Open or P-00y Enebsed 5411af11fi! r x r x 9x11 x L2tr zrr Wr 2V-r d223• 21' 211
For 3 pcgld wind M11st I�IIPH bad d 23 NSF NsIFt • ) r x r x u7r x&2347 W_ 911Wr 26 11•d
1»ke (n r d 24'r 211.1 mr
rxrxLNrxL2M• irr 2a'-10' 291'd .1'd W-1• 2S 2'4'
rxirxa.Nrxf]N' Wr SCr 3r-0Pd r d W-r 2W-T,d 211
it
ie,, , rte '* " a!'° LwL Met. L'/ YwiMetlwe Lw Ilm ti/ -
k 'I f t s 111 if e,,x # 1 L NOW
MUNI
2 3$� 4 Span 'CWOww t a 2 3&pre 41 - - 1.KIM ntootmreded Orin wgiwr le aamwied an nnp ewq Oars Man
{ • C-1' 0 4-1P b Cr b 11' 0 • C3' d Sr b r• 6 1=r d 2.Spas wehaandm120KPAwbdrtlpendead 11111ror
=t 6 -
v5 b 1111 d A aperrmenuedbanrsebrdaorMIbLeedeorwsat} w
71P d 411 b Cr b r-1111 d • Cr d a1P r C 4 AbanepardondbdeftbIn rwbrw.Addhahmg�dbyar dbordrd
r-r d 4'-1• b 2611' b 11.111 d 7 ?1P d Cr b b 11-11' d
feed beau epw.
1 ai
b r-1P b 1111 b r-1P d • !r d C•T r b 11-11' d - �MWbe'
f Tr b Tr b rr b r-1P d • 1111 b 7111 b r b r-1111 d
r-1• b rr b ra' b P-1P d N 111' b 1111 b S b 11-10' d
?-11• b 1111 b ra b 1111 d it i2' b 3=T b r b O-1P d Table 3.12.130 A0o4ebb Some Speres for ryom Sag"or vkq
12 2r b r-1' ► 1111 b 1111 d R 1111 b !r ► r b e 10 d as Pr11Wy EnCtOetl l
Lw o v/ Y w Medan Lw eve t 1 Alrnrwn MO TNN N 0 MPH vdocNy; S
IN
�ft 1L2 syr tieIBM
Mlidlrl<)CeI i2 Slew 4 - Loin
t 1111 dWWII
Owen r rr 1111
i Cr d rr d rr b IW d a a1' d a r d fe>♦lefeOMsanf r 1111 114 r
j r i , a Ca d 11-0' b aH' b hr d a ata d rr d S d 113' d AMwrr 7'
( 7 r-Ir d rr b rA' b r•1r d 7 4'r a B-1P d r- d rr 1111'. ra
b 1'4' d rxC'xa zL" 11.4' -a-W 111'
4'r b r-T b V 1 r e a Cr a 11.11 d b 114 d r x r x•.a!x L 11'11 1111-1111 1911 r d r-r W_r r-11
iy r ,'6 }. s ��' ,� ,<<�! • 1111 d C2' b C b P•1r d a C4' d 11.4' b 11 b r-r d rxrx•A1rKL1lr' 1rT 1?r 174' .r d 111-2' 1rr
p 1111 b 3-111 b r-W r r-1-rd N C-r d B1' b a b 11.11 d rxrx&WxLW TB-r t4'r 1T-tY r d 12-10' 174' 11'
�I rt` r€ t ; t e } 111• b rr b rr b _W-Ir d II Ir-11 d aW b C b 1W d rxrxV7rx<!34' tar 1Sr 1T1' .T d 15-11• 1Srl 14'-1
3'-r b rr b P--1P d 12 711- d Cr b C b 11.11' a rxrxaiR'x<!3t• rW 2114' tri• d 1T-1P 1Ta._ 19
rxrxaNt'xa>M' 2211 21'11 W. r d lar 1/1' 1T
k Lw 71 Ywdalmg m Lain rQ t'I m rxlrsaNrxL>K lr< 2P-W 2rT .T 21'11 201b� 111
4fpre WUM(R) a2 3San 40-
I pl��1' j� I f • S•T 0 b 114' b IW d a r-T d rr b b Cmdbm
11-1111 d pry fwnw 1111 1111 riP T
a r ` g{I( 9 tR b 11-r b 1'4' d a T-11 b T-11• b T 6 /11 dna r 1111 S4'' S
7 C-1P► 4' b Sa b 1'3' d 7 r-T b RC b T b /11 d r x r x al7r xf 2211' 24'3' 21111 21'-11'
- 11' 1P'r' IV-IQ
! " ' !lit. • 1'11 b b aW b 112' d a ra O r-11' b r. b r-r d
C r:r x Lf72":0.274' gra 2Sr 2411
E f f 1'.1' a Cr b CT b 1-r d f S-W O 1111 O 11 b 1-T d I'd 2Zr Z1•" 20-1
rxrxuarxa.3N' 21111 2Tr 2911 d
b ti' d •r d 2rT 2?r'
10 Cr b 4'11 b C1• b 1'-r d 1a Sr b 11,? b S- r x M'x O N2'x 0 7N• Wr r M-r 2rr
r d 2T4' 211 25-
t r-1P 0 NO b Cr b 1'•1• d II S4' b 9-1P b 9 b /3' d
4'•1' b 011• b 1'-1- d 12 S-0' b 9-r b S b 1 d' d Mdn
s 3 Ilof« 1.kin eemrenerded 0011100 eegtsw beowwdrd an my mk%Ww Wr ernhp Neem fet epem
2.fee asbanden130M.P.KwMbW
it } 6+ p 1.Abse spry do not bride Iaglh d enw bap Add hodmnYl dMrs cam WftM b arwr db�b hero 3 Spw Y nr�wd ern ewebr dmmwdonb fade wY q
�� t ' j i I I E wmndian b in chow epre rrbbl barn spm.
[ 2 4.Abaaa spa dD end eeaeea Ire00e d bee&brei Add dbYeen can upe101R b earnr61
G 8prn any M bMpdMd• Karn sera
L apenaryAeblrPaYYd
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t .
IF
L3j yp
O.
�•_ c k k,, Table i1.S-110 AJlowabN Spans Fon Fourth Wall or Miew6aneous Fnmlop Beans fo►Glui Rooms I Endow Table 3.1.8-110 Akmm"$pens for Ridpe Beans with Self M Somali; Table 31.7-110 Allow"Epua Mr Beans wMh SW MaMnp
wa
u, For 3 second wind fat at 110 MPH velodb/;using design load d 18 I/SF For Seven Rooms or VkW Rooms I Open or Pa�SaNy Enclosed Sbuchwas For 31ssa Rooms/F.n4%oull Shulobsug
1 J I Aladnun as T4 For 3 second wind duet at 110 MPH vebdty;oft 9U1&;fd 110 MPH v.loalgf;usln0
� bed d 10 NSF For 3 second wind
TrbuWy lata Who
L
Ill rrr 7Cr 1rr 1rr 2rd JW4r r 2Fr fled wldM w■Pain T sad MINIh w■Ptaen
1 amkb"Sadhm 0'r 0'r r 0'r 0'r +0'r n•�- 1zr e.0'ala aMaa. sr 0'r 0'r 0'rIf
s` i t ;; 3 t Aeoewbb i'/wtdbw Y«eeeaetlon'a ! b 4•a rtssfwele L. Y«aeBwdaft Y
} r t o, r x 4•x L$W x 0.ia' Pr d ea d Tr r-17 b Wil ► Sr S-• b S-r C 10.0 i'I Y«
+ r:r:0.0#e'x0.100' 1rr d 1Pa d 0'a d Pr b Tr r-1' 0 0'r 0 ea 3.11•b Sr '� b Sa r x r xe.M4:a/N' 10'•0' b 0'-10' b P-1' b 0'a 0 Pte' se r-T b ra. b 0'-11' 0 r:4'xebM:8.100' 1Cr 0 0'-t0' b b rte• b Pte' b T-
'i r:rxea0'x0.72r 1Jr 11-11'd 10=/rd Pr b e-10' 0'a b r4r b Ta P-10•b 0'-r b r e0' TxrxeMO'x0.1M' 1T4' b 1T; b tra 0 1rr b P-11• b 0'8 se e-10' b 0'T b rxrx005i'x0.100• 1J 4' b 172 6 1 b 1rr b 0'-11• b P
; Mt• rxrxe.000•xatar 13.4' b u'4 b /7-ir 0 7r,T b 11 b' b 1P-t0' b w-C b P-11' b rxrseArxe.ar 134' b /4-0' b 1 b 1?; b tr; b 7P-
rxT:eea•x0.110' 1St 1St 1Tr b 11'-1'b 1P;b P8• b 0'r r-0' T-i0'b Tr
rxrxae7rx0.12r /P-T 1T-t•d /Sr d 1C 6•d 1Jr b t0'; 11•a IV-V t0';b Pr *r P-11• rxrxo0l6•:a1 1T 7' b /r-0' b /4-t0' b 1T-11' b 1?Y a 1?r b 1R1r b 11'6• a r:rxllee9':a120' tar b 1e� 0 14L
z b 1J-11' b i2 0' a t?
rxrxem2•x0.72P 21 i'0 1P4 d 1T�'d 15-11• 14=T 1Jr 170' 11'-11' 11'x• 100' '4' al rxrx0JWxe374' ?Ztr b 2P-0? a 1Pa. b ir-0' b 1T-0r b far b 1B$ b 74�' b TxrxOAlrxe224• 2?•1r b 20'-10' 0 1 0 1rd b 1T-0' b t0'
i I. r:rxa0a'xua' 2?-11•d 200'd tet 1e-Ird 1Sr 14il b I"b 17-10' i7S b 1. r WO rxrx0et2'xe.214' 2Sa b 27l a 21'4',0 iP-1t' 0 teir 6 7T-11• b it-1' 0Rb rxrx0.errxtnc 2Sa b 2T•1' b b 10'-11' b 16ar 6 1T
A Y I{ `' r:lrxsarxa 2Fr 2J2 d 21-Y iF-r d lar 1Ta ti'-t• I" 0 I 6' 1Jr b r b +�' r:r:eM2•:e211- ?0'.r b 2/'-/t' b 2A-1• 0 21 7' b 204' b 1r�' a tar bb lxrxOAerx071r 2T�' b 24'-1/' 0 •. b 21'T 0 2P4' 6 1P
rxir: : gra b tar b 2Ta a 2s4f b 2rl 0 2z-7T a 2rr b b 0'x N'x a012•x 22'a a 2Ps b b 2F4r 6 24a e a
t � Load rMdW Maste Mors
II al ; Do&"SW'�p ser e0' 0'r tar +0'r tar tar 7rr 2Pr 270' r 2ir 1.01ba Room Me adMO d dumkwmkwm wtnAows edit pleapetty err eta ded rrad b 110 M.P.H.wbd bel 1.Gists Roane The add0lon d aeon urn bow wNdatwi�y..p-stet ea a
ROOMS Apswe►b 0psn t'/ Y w dtdbt floe Y - b b abora yrlytrrissanarr b obattpAso eat alAllarl trrnYq Y not wgtdtbd. ngtiwtrtO b eu ahbir tpAp1A obso baseoos eu sotW edMbW Mia b vat
2.TeMw aastxtu w*v"o bAtdwrt bq«soetrbn drrrrtslon pateOd b opp00d bad. 2.Tebbe enuea bbtalon orWW wet baps peteM b eppWd bed
T:r:0.0rr:0.72a' err d 21'0' t0'-r d tr;d 1T-1• +Pa 0 1St d 14'-11•d 1C�•0 170' 2 wdb 3.8lwrmgrbeaewpebbL - i 1ptnaybabrrtpdMtd
# rxrxa07rx0.72r 2rr 2J-11• 21'0' 2Pa d tPr 1e•1•d 1T.r d 160' d 15-11• 1SJ•b
rxrxaarxeaer 2a'-11• 2F-T 2T-71• 21•.Yd 2Pr d tar d 10'2 A iTr d 16.17•d ir4'd 'r 1S'T
4 k I, f qhs r x 1r x tLmr x e ave d 2P r 20'T 24 e'A 2T,2 d 15-11' r 1T 11-
' G& Ne4c Tabb&I1 11120 Albehdlle Spens tow Rldpe danrt:wa Self Melt Bssms Table 3.1.7-120 Allowable Spans for RIS�wkb SSB Mellnp
f For Sereen Room w VNyf Rooms I Open or P"ft Enclosed StruckM For Ohms Real I Ener
a I p F h 1.11ft mm�rtwdsd Ihteu w 11 be axrtdW an axp mboo0atooes Manioc east err opera nru Dan W
2.Swam bawd at 110 MPH wed bad plw dad bed br1■rritp Far 3 eeoolld rtYd
3.Sfun b wanume imm arnW of oorsus0 n b brob«wap axrrrJbot 0 d 1� 1rldIM w■w■ ^bed d 23 BVSF For 3 eeeond wind Suetl+l'jt 120 MPFl vsbelty;lrsinS
a f>t z € t j `' 4`, 4.Above�a do rot britle M�d low beoa AM horlxontd dabs Mom updpla b crew d bun b bean maw'Ben b b a0a Wratbibld Lead 0lldlh w■PwM
0'r 0'r
s' € uses sell td umbq twewr sr w0' A�e ftmit r- «. 0' 0'Y 1rr 1rr saM Mstlty tadlar 0'r 0'r ,L r. Y«
`' ¢ Sparoma7bebWpdelad. "onlxMxaeltx0.ler Pr ► i-1r a ea a Tr b Ta b F1' b e7• a 0'•r b rx4•ztLOMx0.1a• Pr b F1Y b r 0. Tr a Ta b P-1
r i rxrxLOM':/1N' i -Y ► tri1• b 10; 0'T b 0'•r b 0'T a ea ! T-10' b rxrxe.MrxLIW 17-1• b W-1• b 1 b PT ► Pr b 0'
# - rxrxO.e0rxat>•' Mir 17r 6 11=10' 77'l b Wr b F10' b ell b P4 b rxrxa0l0'x0.120' tJ-11• a 776' b 11'-
b 11'r b 1rr a FI
T 3.1.6.120 Albwebb$p111a For FatrSt Wall«1Me0anerle011e FraninS BeMM for Glass Raglla l Eneiw d M r x T i eJ9f•x0.17r tFir ► 1C T b 1J�' 17-T b 11=11. 0 Ill b 104' a 1P�4• b !x r x e.Mr x 0.+20' 1B-1t• b 14'-T b 1
,� .. b 127• b 11-Ir ► 71'
a , Frtr 3 second wind Bust at 120 MPH trsloeMy;uskq dselSn toed d 23 NSF !:r s amt•:u2r 2Pr b fellb 1rr M tar 0 15 6' b /4'r b tJ 11' a 1J 6' b 2•x 0•xi e72•x 0.2K' fr b 15-11' b t0' b t0'6• b /8 r aAbrsbtfaa 0003 Ti !x r x sever:a sr ?!11• ► 2e•11• b ear tail b IT2 b tra b ter b 1C-10' blxr:0.070':0.324' tr b 2F11• ► 10' 0 Ie 2' 6 ttt ► 1P
T toed ORdM s x r x e.ar x 0.210' 24'•7ew 27r b 2P-11• b. irl a ter b +r7• b ler b tar b
rxr:aar:0.31r 10' b 2r4r b 2C-. b 1Fr ► II r ► IT-
jll � � el 0'r e0' ear 1rr wr tar 1rr ser err >tr rxte'xs.aroc >a2 b err b err a 2J; b 20'-10' 6 2Pr a �'�` r /r-ti• b s:t0'xe.MT': 2P4• a 2rr b b 2r,Y b 2r-1r a 2P
E! 19 E 2 Abwebb fpat i'I Y«deaeellM Y Mabe Mabe
axe•:ew4'xaMr a-t0' 0'r eta t0' 0'-r Sr sa C-10' Fr C.r r,? 2L J-t0' 1.GbwRoontcTOesddroadapNtptirrowbdseawrteoaparsMtaa6rlpuAb120MP.riMdbd. 1.GWaRootcThaedd0bndabtioxnaaravdndatlyr �spntwetiNdeolpud
Cr beurbolleop l limbar toMwMlh="a*llaeplbrab0bnd wgtie0
lxrxaarxcioLN
t0'-1rd 0'7• d 0'r a 0'0' r-i0' e0' a•0' rr a s-S s-0' 4= tegWuttu�bMebowaPidlttebwhoawwh wllrt.drraraainpbwt
{ ' rxrxsae•x0.12r tT-+r tad'0 r-10'b e'-t0' r-r rr r•1r r-0' as Sn• W-4rr aadwNbtpraduMendmOt knpaeWbappfadbd i � aNtidwMt4>oer pyrMbeppMdbd.
rxr:eAsr:0.tBr 7Cr t0'-10' 1rJ' +?-r Pa ser T-10' 0'r 0'r 6-70' ll
P`0'
rxrxaer:•xa= tem' tar u=r d 13'-r n•-i0' 1r•Y IOW rr a 0'a r1r 0''r
lir:sa7rx0.ar mrd 10'-10' tra 14'�i' 12`.0' t:a Ira tP-irb 1aa P-t0' 0'r
r x r x e ser x a2ir 21'4r 1Ftr 1T-r d 1101- u•r. IJa Ira a 1rr b II=r /a-r 1 P r Table 3.1.6.130 Maul Spans for R1doo leant wNh SSS IMtlrIS>leurm Table 31.7-130 ANowsW Spans for Ridgy Seams wSh SSM MOM IM
° { r x+r x 0.esr x u 24=tt• err tar d to 4• Ise-11 tar Wr b 1J-+r a 1T r 170' 1 For Saear Rooms or Vinyl itoona/Opener ParSaNy Endoaed$truch+ra Fa cil.se Roome/Enalq
Fa'3 mooed wind Sort 011131 MPH vabd ly;.usity deslSn bid of V N$F Fa'3 eaeatd wind vele ft 1a ft
Oft 130 MPH
r
i Lowd
Dmdit 8oN4k4 l l or e0' 0'r tar t0'r t4' t e tar err err aer Lead TAM w-Pwrx Lad Oltdw w•Pwen
k BOOM NPYybteseseatd e0' 0'r rr_s 0'r 0'r ear 11.0' 174 ndflidlgtoc"as 0'r r0'
0'r 0'r w
r 3to-mu rxu2r 2J•1' d 20'2 tr4'd iT 1Sa 14'7'd 12'1rbea 1J-Y 1Z4r 71 trr MaraMe t'/ Y«daewdeeY i/ War
r:r:e M:sear OW a e-1r 0 ea b rd" a Ti' b a-10' b aT b r-• b b r-1• b Pr b 0'
q rx4'x0AWx0./er 0'4 0 0'a b T-
t {•' t a rxr xe,wlxu0r 29'0'd 2rd 2D'r d /e-1f' 1T-10• te-11' Ira d 1ST' a 14'0' b iJ-10' 1 �'r lxrxO.eOr'x0.1N' 17-Ir ► 1I-r b �'r b P7' b P4 0 e=0' b a; b T-10' b
' + E 1Jr r:r:LOW 0.1N• Mr b W2 b P ► a•1r b 0'4• b T•1
a s` SII z as rxrz@AWX0.20r 2T-1• LTr 21 e' 1e-11• 1P-10' 1T�' 1T-1-d Lard 1St iC-11' 2•xrx0.Ne"x0.13e• 1T-11' 0 11'0' 0 tr-
€ l t lea r:r:sear:sets- 70'.10' b 12'r b 11=10' b 110' 6 1Pr 0 P-70' b Pr b P4 b b 1P; b T 0 P-1
s 9 r x it zLwr x u 3rr d 2rr 2-11'd 2J•1• 21'4• i' IV- d 10'4 d tri' 1Tr
S' rxT:OA!':at2r +F1 b 1FT b /Jr b 1T 7' a 11-11• b 11'a b W0' b IPS' b rxr:Rea'xcur 1Cr b 1Jd• a /7 a /10' b t0'-tY 6 7P
I }�
NOW For=xa2a0' 2Pr b fe-tt• b trr b /ser a ler b u'0' e.13:11• b 13'r a r:rx0.t172':irar 1P? a 1Tr b t0' b 132 b 1Ca 0 1?
RbtammnaddFldOuetgbwrMmratAbdmaytties0auattbombgboon Met yartaeM4a rxrxe.OT2'x0.231' 22'-tra ffiira 1Pr 6 tP; b Irl b tea b 1St b 14'•tr b rxrx0.r/rx1224• 21'a b tri• b 10'- •. a 1rr b 15-10' b 14'-1
t l 2 Spens0'abssdm'120MPH wbdloadpndeadbelforttatdtq lxrxealx0.ile' 21-1P b We b 2e-1r b 1P-r 0 tar a 1T-T b tPi• b 10'4 a rxrxsar:sill• 2211' b 2P-tY b Ir
3.Boon b Aid bat owtbr of oorawtlon b fmde«w0'awrdoa
Iz l o.„ E . fataY lx10'x0./a'x 2rd• b 2Pr b 2Cr a 2T2 6 2t-/r 0 20'4 b 1r4 b 1F11' a lxtrxasff 27'-1• b 24'0' b 27- b 1a-r b ir-r b 18'
�a 4.Abwa spar b nd lodtde bgph of low boson.Add htbaAd dlaaw Met W tdld b aaAa d btaw b bwt otnoucbn b Sts s6eoPrlNwr
', bean#ts. Mone _ b 21 d b 2P,T 6 1P
�� It
0.Bpwatewbabdaptlelsd. 1.OlswlloaneTlyddeondslaenbtonawwwbdwswMtrssaparaertaadsopudb120btrFl wbdbd
� u?stantY0MaOanllangttohms- dwBuiatpetaaeutsdibtrlaemYibnd � furimwab WrkMd�lowYtaww �MtOYsparelhladwiprdb
f wed edd0bnd asait0 b td
r �'
2.Toebs seaoaa etitabn siadd rah latowstetusbn daoosebxt pataed b sPpMd bel. 2.TAMosaaaw s esetabn adrrtd w0h bw atewial m"paraed b app0ld bud.
` Table 3.1.6.130 Allowable Spans ForFollNtMSNxnbaftwousFramkpBostonb0'OhneRoomsIEnale$1/dNrttatlttes a nor+sawb.etbtioW4 3 sparstarM►rwpaW.d
d s For 3 woad wW g st at 130 MPH vWwW,,raft do@Wn load d 27 NSF
a AbonYww 00 T-111
r
Ledlbylb
e Ih x e � /aswsbdrtll 0'r Al
e0' e0' ear 1Tr /4'0' tar lar sear tar r lir
1'I Y w dalleassn Y
rxcx=!L$W WW d r4• ems• b Sr S; Fir 4'r Ca 04 J-10' J'0' -
t III, ip rxrxeea'xatN' W-0'd I-r T-71'b T-1• e-s a-1r a S-T W-r F1Y Cr 0'r
EEf lxrxew•:0.ttr 10';d tail P-1• a2 0'r Fire 0'r r-r sr sr S-r
I igha4l qty t rxrxLswxttir 1J-n•a 1T4 1Pr b rd' e-r a r-+r rxr• Ftr eT W-T a0'
t t
Parx
1Trd 18,2'd 1Jr b iT-Y iT-I• ira P-r r� 0'7' r; Trtar d 10'-i0' 10'-+r +0'r 1?a +0'4' ie-T Fir rd r-rPi r " lxuMr 2D'ra t7=1r ti's d 14'0' 7Ja a Iza b tar iP-10' Wa 0'r� r:a 2J7•A 2rT 1Cr d 1T-1• 18-T u'0' tJr 0 1rr t?-t• 174 -r W7•
w € T LOW
g . 1 ' Ytse�dNi e0' e0' 0'r +r0' w4, wr ira tar 200' err r sr
r
AMwela W I V or N AbnY
lsrx0.e7rse261' 21'-ird t0'; 1Tr d 1a2 75,4' u'0'tl iJ-i' 170' 1?-r b 116•b 1V-r
r:r:a e7r x aser 24'0'tl 21'j' tar 0 1T•11'd /F11• 1rr u'-11.0 +Cd• IF 1Tr b r 11 i'
el ',j , it� 3 7zE rxrxuwxaaw 28r d 2r-r 2da'd to-i 1' 1T--IT Iald tae iSa 1Cr 13'•10'0 a 1?r Sf3t121!B�t O!'CIA PrO&AM in
i
2rr d 2S-n•d 2Y.r d 21'-71-A 2O-T Irl d irr d tel d 1T-1• tr-C134
Mab:
t y i 1.Ills ueautwd.d 0'M 0'w Jp.%fffre/�'f�}W�l�B
2 Spwu w Owed on 130 MP.H rad Wall O d d NOW br it oiiq �beam flrl cora mss Orn 40 t`rG7V L Y r i 0'y
a 3.ften b momwW bot ambrd bon areal b hwY«w0 oomdlon.
4.phare sort db not buffo fol danNbnw.AddhpmaYideal banup"boaxwdbowbDeanoaoudbnbas ��
Svran"beWarpobbd
�.
,t I•I a.�U•MIX e4"
9'- �nvlNe, -
3
�{ s
Ih s i 9 ,' Cc f '♦
111��� i 119
,t,.=�z•:,: ,__.- ___ _ ._. ��r�� e ��-_. � .� �r�� .,,i��br�r rd s��
Table 3.� Sdwdub of Post te BMm Stn aid Numbs f*f Thm-Bolle Requked
Tubb 121-1110 Albwbb UprgFk Heights,�Rall Spans w Header�•Noibw EednrNolSp Table 122-110 Albwabb Uptight Fle101rte,Chi Rao Spam or Header -!!Drove E1Mwiom Awrawwxn Aesr 00 T4
For screen Rooms w mW Rooms I open or Padlelly Enclosed S&wcbnw For Gins Rescue Erlelaasd I w Pwa tr Enclosed iRauebed
lead of 12 MSF For 1 second wind Oust at 110 MPH velai using design bad of 20 NSF
{ For 1 second wind Oust at 110 MPH veloeKy;uskg dadprr Akmkaoe ANGYsew 74
r AbznNxMnANDY e0p Ti T tad Made W•ft"m ipeehg T laN NMMi w■ Ns - ►wt wAe hot 1N'exile•^�
~` aeaOn rr rr rr rr fr Sr fr rr F777V rr• rr rr rrI r-r I sr I sr Gr I r r rrr r x r x 0.05?No r x rx o wr rxr
Aeewbde K/ 1'wMwtlenY AaewxMb If/ Ywdeii Y aw now=
o50' 2
f b rirz00M'Ilaasw Sr f-r r-to• 4•r r4• b 4 1=b 711' rr rr b Sr b rxrxD010 x0.t0a rxrx0.0a' rxr
rxrxLU' Noeew T-11'd r-r d r�r d s-11'd rd rte' S-11 5-10• Sd' S ow 2
r'lNeew fr Sr 5•a Y-Ir 4-11• rr b 4'a' 4'a 4'-1' 9-11•C b rxrx0.06D'x0.tor rxrx0.W7' rzr.. • 2
r:r:ow' ils0aw rxrxem
rr d 6'r d rr r-r r-2' f•11'd fr fr 0 fr S-
{ rzrxILOW lle0ow r-1a di e'-' di T-11'di Tr d r-r dl r-r d s-11'41 rr bl W-Wr s. b rxrzrxrx0.omrx0.120* rxrx0.0er rxr: ori. 2
d rzrza rNoaew T-1r rr T-r V-r fr 4W b S•1r S-r rr f-r b rxrxD.wx0.iw rxrxoow rx -
3 a .>: t # EIr'....
r:alm Nsew lard r•11•d fr d OW d f•Io• r-r d r4• d OW On T-11'd r r z r x e.@�Neao. r,T -r fd b rte• f S Y' -r S-r b 2 2
""`v �`` r:osu' Msaew 11'r d tar d lar d r-T d W-r f-11•d rr d rr fd• d r. ► rxrxu?rxo2w rzr:0.0er rx4• 2
`.' €.ti Y:r'x 0.050•'Hamm IV-V fa fr 72' b T b T-1• r-10' •r OW b
r rxawetr•11•d era d err era• 1271' 11.6' b ITT tar 1a•2- r• rxrx0A7rx0324• rxrx0.ar rxrx0. .100'S.M a 9 r; rzrxLftr Tub 11'-t 1 - t r•11• rr a r? 10' trr'x0.ae' SA121. 2P-2'd tr-t'd /r-r iTr d tr-r IF-11'b 15W W4r 14'•r 1 b rxrxoAwxomr rxrx0.Vr rxr'x ,12rS.M. 4 9 r rxrx1AW2.IL� Ir-trb l7-tr 17-1• it'i' tar b ta.T r-10' rr r-r r-trezoAM' RMR grad 224•d 214• War era• err b Irr 16-11-b lr4• 1 b rxtrxODerz09w' rxrx0.12r rxTx0.055' ,12rsm.6 s 4 r
rxrz0.610•SAL if-1• b 14'-10 17-1r 1r-1'b 17r 11-1r 11'4• 10-1r mr m-r
'' Sprr/helSAb mq b•YtwPobbd. _ Deublz aw 6Nnr
{ s 7 rxrImMrx x0.07r:0224' rzrz0.060':0.10r 6 4 r
�' •,,y
Table 121-120 Asasable Upr1OM Rag Spas w!Nader spas-Hollow Exb4sionif Table 121-110 Aibwmble Upright Nom,Chsk Reg
Spam or Header Spas-Flollow Exbuslons r x r x a wt':0 z x xame r:006S'x 0.12r 0 4 r
For Soni Rooms or or Ene , Sbudaws For Seven Resume Convected te,Oboe I Enclosed Roost e s r
Y velocity using' j'*` For 3 second wkYd at t78:M�it .wing dafgn bad o(14 MSF For 1 aKend wind at 110 MPH bed of U MSF r x tr x o Der x rx r xa a7r x o2a4• to e r x
T1wmYdnzrmrserbnrderroOoesY
Q)
Alwaim r 00a Ta Akwrkuwr ww Ti Mk*wm Illi bare mW be and•mYimn bw boas
Lend WWMW�Mn
Al
eau.. rr ra• rr rr rr rr rr rr rr rr
} swum rr- rr rr rr r sr er sr rr r
! AeeuWN '•w dnenelleo Y ASeeYb x/ Y w ddeewn Y Table 2.4.1 -ilalidnllnrr Roof Area for Carport Posh
s 4` b r x r z .rear r-r► x-r ► r tr b r-r b T-1• b sr a sae r,2' te r-1r b Sr b ■
rxrxRM4• Mellow r-r d r-r d 6-11• rr b f-r b 5-11• b fr b Sr b Sa S- weNres .
rzr:0.0a• Msaw rr d r-r d r4' d rr d sr b r•6• b rr b S-tr b 5W s20 Map
Y: zaM4' rr► rr b f$ b Tab Tr b 6 14•b f4' b fr b r r b s-1r b -
�. r z r x s.ae• Neaaw f4• d T-11'd T 7• d Tl• d T-1' d S-to'b ra' te r 1' b rr e s d b r z r: E70n0Yg Simi an Orwin v �aiopwe � »
x z 7laaew f-It' d rr d fr d sr d d r-1• d T-11•d Tr d Tr T
r x x tai'b r r b r tr b f4• a T-1Y a rf b T4 le s-11•b sec' b r1r' b tS 76 19
{ r
;ice r Neave. mr a r-1r d fr a rx a r.� rr a r4• d r-1r a r-r r rr:rz
som 1 Maaern era d tr4' b 17r b 1Tr b b lar 19-r b sr b fr b r- b rirxe.Mrb(1) 1r-r d it-1rd 174'd 1r-10'd t1 r d 1r-t'd tar d lard Ia2•b r-tor'b O�bnndw�w' b
r z r x 0.0a' s.M.e. tf-r d 1ir-r d 1T-4•b /r4• a 15 r b Wr b Ir-r b Ir-T r 17r b 12141-1 . r x r z aA4•opo OAet r z ra"z rr 26 21 -
4 a rzrz0.0ee• RM1. 274-d 21'-r d tare 1e-17b Ir•1re 1r--r 1r4•b err b 75,2'b 1r; 10 17 15
s? �. ; �1, ter 1.4•z14'x •4- 1 S9 47 K 2e
I ;; . g a ,,. - 6Psn rbnktrpabbd. r: z0.0erism Wr d ter d t9'-r d Irr d Ir-r d ITO d Irr d 11-r a to-1rd 19-r a rrx V•xFF" 1�045 39
e0 6543
YzriOAe teedc 1'rzta'xrr 2040 tD2
70
w
Table32.1-110 ANowabblrxzrxUWID(ll) IS-r d 1r-r a 1r-rb1t-Ire ito•b It'd•b Ira b w-1re m-r a m-r e t xr x r io6
Upright Raphes,CAak Rao spans w Heade spear•NoMoer ExMwla rr z awe Open ado
'19 k r p For Screen Rooms w Rooms I Open or PaAWiy Enclosed sbuebaa rr x tr x tr tae tt0 e1 �
RAW tor'tlbaaen r ztrxrr 106 ec
For 1 second vrkld Owe at 110 MPH wbdbr;uakg design bad of 16 MSF .�eenrxrrea b b eve b nver�eed eidn rr:rr:rr 4000 tea
114 7 07
Ise Is/ t
waT4 spwwmimi I d trz7rxrr 4000 290 100 1M 162
x� �,,, ,.,.,�, T LedWWarw■fur0n Exeapb:For a p"wklM�-ra.brrxrxO.OMbrxrxwdukgbdoeebbafzn/hWPtrrr •f�rawxpnndannarirdawwrg06bnd�.
d S• ; { weww rr• rr rr rr rr rr r4• er rr r
i lit
d E > , •� e c AwWb V1, Y w deft i Y Table 323.120 Allowable Upi H 19" Chink Reg Spans or Header Spam-Hollow Exbusbns bawd RmNiv Y e pawdowa.b nw�pdr dd O+rgrrx VA&x D.pw}
;d��f�� b 1 r x r x U" llabw r-r a s-tr d sr 6-r sr sec sec' s-r 4•-Ir r For 0, Rowm Camabd to ONsas/ErKC6ad Rooms 2.able an oral.owe be new or b good mdrw,.
+ s r x r x 0.we• Nolle r-r t Tr d 6-11' d fr b rr sr Sr Sr S4• S Fw 3 wowed weld gM at 120 MPH veMe 1p;wig design bed of 24 MSF a FarOeewOwnlrg actors aaadpy rte Wore rodrwn by 2 0
r x r x ave' N.bw r4l' r-r d ra s-1r rr r a• ar s-w' sr s Arwrm.n wars Pn-Cast Beek FooOng
s r z l:0 470' Noaow _FF—d fa• d fr r4' d rr Tr d Tr T4' T4' T d Geed eNdur W fearr Its ort bsaug beak(1r x tr z t')ore at•twlw wMh w ■eye ey
` r, fa ¢ r:rzae40• Nnasw lar d rr d •-I' rr d fr f r Ta' Tr T,2' 7 tna6nnn T-V rr rr rr sr fr rr ra• Tr Tr Ik+w
li + �h is: li .+°z s rzMxOJW' Iloaew err b 12a 0 11d 11-0' lar 7-11•.. rr rr 710' f AOswWb 1r/ YwtlnadsnY mNaf 34 w" ..wSMM SIn
ew 1
N i sr ssB $d'` r z r z a w0' RM.R Ira• d 7r-7 Mr 1Sr Irr 7r tr I" 17r b /7a 11'- r z z 61 C Tr r-r W-W ra r 72
5-11• Sr Sr b Sa :eM 1794
J{ +F= y' x 'aj= rzezOAw' RICE. 21-r d tar b 1e'r tTr Irr 1S-tr 1Sa 14'r 1r-r IT e1leClred x0N /0 In 76 w 61
i 9 �'F= •;4 'r `_ BpMw mb be ktrpobbd 1•zr ft.0— 7• T-11' Tr T4• fr OW b r-r 71D' 8-T b rr
x x r-C Ir e-1' r-r r li rr sr r r 11
: 1Aa
b r r NOW, 95 1 70
WIR en past b delend+ed by wgykg nnoarexrr rodnsea x efgred land.
f Table i Z 2-110 Aoovwble Upr1pM Hsighls,Chair RM 8psm or Header spam•Hollow 6dr5wiom b r z r x E,wrrolc paetrwlwy raorem-Tr.Appled bed tea t tO MPH wi d xp�■24ueq.FL.UpMm pant•77
] Fier ssearldwlnahm d 01 Ee1clos�atr7eetures x x b err 77r err t7-7 tfr mr mr OW fa 5-/1'
May sea T— 'wig��bed of 20 MSF r x rx a&C Opem bed Table 3w.2 AsowWle Omn Spans For Flodda
* BAM hilae Intwtatletai.ire HON
E #I { L.nedwMlhW-purg■ r: x b t7T Ir-Ir '12-P Irt0•d 11-s•d 11'-r d lar lard mt' fr �QsQSSTM Ix2 ANmrYwnAi )gppTa p'ATHifFE1XMi)
+ waver rr rr 1-r rr sr rr rr rr rr rr r x r z ewe ebdr For Olds Roam I Swim d
f AS.wq. W r Y w 6lreuon Y z r z b ira 7r s• t2W' t r-w• era m 1aa' r-to• r r ra For 1 scan vrkld at 110 NMH lead of 10 MSF
�( Oleo W•er..r apdrra
r:rzOJM•Msew fr f-r b Sr Sr S-r b r-11' rr 4'r ww 4•.T retrzOM^ wk T!, toed
r x r z a M•Ne6ew r-r OW b W-C S-11• sr b S4' r-r b r-11• rr 4-r b r Nnaw Seaters rr rr rr rr r
r z r z aJli•Neave Ta' T-r d fr r4' f-t1' Sr rr r-r S-1' 4-1r 'feed eewxrwd b b npp0sd in ft d mim n d Is Ift pedOW Skis AEwwMe fr rr rr T
r:r:a m•NMew e'-tr rr d rr Tr tl Tr d tor• Tr d fr rr r4• aprr meyM pwPaw6
'/ YwddMWmY
§ �{ y 1 ;b. z z ra 7 ■ rxrxewe fit•d fr b Q1•b rr S b Bab 41rb 4=I0'b r-
�� i . ala &-': {. _ fa - b -11 r FwsawnpnMwldn rr.bre•zrz0.W4•brxr: ylMYoiwibb�n/h■gltbrT
s y € iE xE�. t c+ rx xa0w•Ndnw t-1• 11',2' b lar I- f4• -1r fr ,r T1r 4'zrzs rr d r-t• 7r r8' r •a r-trs rd b fr► f
mit rr r r-1 f For 1 eacad wild at 120 MPH bed d 23/ISF
��' " r z P x a we'RM•a 1sr tea b Ira err 1z-1r b t2-4' 1t-w Irr Ia t r m-r Table 32.1-110 AOowbb Upright&IsW. Chek Rao Spas o'14eadgr Spam-Rogow Exbaslors
r Far gems Ream Converted to Olde i Enclosed Roans W-arm
a p fti d
!x e x a0w'R0L1 err IMF b Or 1st x-tr ear err tr r era 1za• For 3 second wkd suet at tla MMI v.belgi;ward design lead ot7e NiF sr er sr r
ry & N.Ew s.awr. rr rr rr rr s
a bMpowd AMinw ease Ta Mom" 'I Y w ddbaaeo Y
Table 322-110 --3'7r=74-
T Lae Nidlk w. r x r�r aAw fr 5-11' S 7'b SJ' 4- <b 4'r rr 4Sr r
Ale si UpigM Helods,Che*pall Specs or Nader Spam-Hotbw Exb4sbm aeewe rr rr er er rr rr rr rr r-r r-r 4•:r:0 w0• T-tr rr s.Y atr r
► s-o ar sea s
For Gins Rooms/Eredeasd w PasaO)r Eimlossd sbreebreas
# Fw 1 second wind Atwretle 11 I Y ww Y For 1 second wind w 110 MPHr*q"r Using
V j +x, Akmimwr Abp asp Tim at 120 MPH vdodly;wing dsetOn iced of 24 MSF x x AW- w r-r 7'r f•r 1W S-tr S r S4• F-r 4-11• ra L� lord of 27116E
T ft-
Lead Wkft W-Furan s wappIr
x s-1 r r-r sec rr r-1' Sa Sr S4' S-r b 4-11• b ieatlnns rr rr rr rr f. rr a r r4• T
i + aeaSern rr rr rr rr rr rr rr 0•r r4r Tr b!xrx AaewaMe y YwdeaetlwY
Adlaenkb 7r f Y«Ieanaaoa Y r x r z rr T-1a T4' r-1r r T f-T S-tr rr r-T b S•4' r z r z aON' S-11' Sr Sec'b 4'-10' r-
74• rr rr r-1
rxrxaMeMOM f-t' k rr b rJ' C-11' 4r ► ra r-t` r2' 771• r-1r brzrz 4^zrz0.gw' Tr T4' r-tr fA' r b 6-1C r-7' Sr 6
�a `. rxr:ewS'NeMr fr b fd b 8r fr, b 1W b r-11• rr 4W b r4' r-r z x b(1) 11-11' lr4r d m-tr lar 4-11• rr 0-1• fr b rr ra' �M
{ s ` r:r x 0 MS'NeMr f-tr d ra b r-1• Sr Sr b S-r 4'-11• 4'r rT ra' N x 7•x ail•Opo rek t.Olrs Row�c Mm eddran ali mkimm knot Mrdowa u0 yrs p1Rims w dwlprp b I2D Mi
rzrz NnMr f4' d T-tr d T-r d r-r d Tr d rr fr b r-r 5-11• Sr ter
t � r rnt♦rdreaenis b ern•bore upipt Nxee kxzaern tlw nkeger b eat
t { x x Meow rr d f4• d T 4• b f-11' b rr s4' b 6'-1' -11' rxrz M p) 17a 17-t• 17'-T 11'-r /aa ma•d r-11• s-r b r-r b r-11• 2 Uft eaaen pend wlder'w'(Sen Vi yrs roan drawkg.l sole�W Ion M
to r te rr b -11• b a b rr, T b r e ,2' s-11' 1^z r x O+M' Mtic abed beech wbwdwt
1t'a d tar 1a4• b fa b r r-11•b r-r b ra -11•. rzr: b 79'-T 17-r 11'a lar 1a-T ra r-4' b S-1r b Sannn Bplrns an r eMe.rxtrrria+bared web r ids pxraNl to edlecyyb,
4. 1 ° r:6'z0N0 R1LS 1S-T 144r b Ira 17r 11-1rb 11'a to-trb taa b lar fr rzrzOwopoark
{ ! r + " • '� 2 " , rx0'z0.0e9"RILS. 1Ta b 1f4' b ISa b irr b era b /9'r 77r b 11'•11• 11'-r 11',2' d! Gotfthern Om� inic
e p r 7Jt�74�rTD
i p a t g + y
V a ales qtr to InMpdeled. 4axd wwxnnd b be @WW In ft OkwAon mow b M gNdbd ase
41
Sgsnew be,aMpdebd
For wwnprwMdrt-ra.tet'z?zmow brxr:wdtkgbran4lbNan/hegltNT-1C `��!GiT �(e
` 047713
If
y
Box 6444
Ja&Sftvltie, FL
93M
jll
t
NNor-
Table 9.t MaxNnwn Allowable Fastener Lords�OE3 T i Alloy Ahnninum
Table Y 2 Wood and Conenle Furs for Open I Loads and Alas
!!! for SAE Grade 5 Sled Fasteners Mdo Fm
For 8aawws M Uwalon Only
�€ # ret, �� Mad€nan Aroeib-Lad andJ166a1eEb Ra/Am for 120 MPH V*W Zone(23019F) (Ae Rseewt+nded!p lAenufK4nn)
1 - t` ,/ - llbd Raga.Darr fart tbl MFM.Ues Cawaelott Tab at BaOan d sats PW) i.N-T.PPMq and ModNn.ae✓tw+s Al1arAM Lents TOWNS
g ! c t .' �' m f COINSR�TMIO TO:MOOD far OPEN sbatptla 65,N0 prk Sheer 2N,s06 Pd
# + 1 FasMw
a? € t APwwn018 ff2LagOael aSI FNwwa
4Mlnbawa won sbpb Do" tont single Do"
P a i shear Sher pbs.) slow liar (1•M•) shear soar
# k. 1• 1T SF 76211-841 OF 3F 8F 1564-d5F TMebaes pOa) 1
€ # IV 0 ' 1Ny 1-1?
R? Il e.•1 p+a) p+e 1 lam) A ts 1
70 1
1µY 2-1?
SF 1 578E 1 -a6SF 26M11.1153F 1 176
` J {! of 3 1• 51211-USF 1 ONO-213F lax-4181F 124!/-a4R
-20 6x11-4t S0 Uoat. SF 1- -ataF 1 1
ores. td? Z79 DU
aMi'a 21? 76011-34 156011-MSF 102 SF 2011-13ssF 1421L 615
/ 4
y8d i• 3M."OF 713!-31 1 -NSF N2Uf-Ci 3F
tp
' t-1? - MOF 160611-708F 21Ss11-pSF
WINDOW 3 DOOR LOADINGS -17 SP -1ti 4 i�'
E, •adw 1MJ PW as Poo iiow(ha H I Dut lest ilwr(Ma ti
, * SCALE:N.T S coNNEe�Io Tlk DpNae Myer d134 1
I55
r window ani!Door Design Prnpuns for Endossd (Gins Raoms) F.um.r Loss*of a143
For Wall Heights h 4-x FT
. seaw Late4 w t
DulilnPteweta Y - 114' t-1? -NSF 4666-208F 866/-303F -Mx
~6fhtd W 100 s W 120 130 140 150 1µy 2' -1.SF 6106- 8F 1 .SS •p SF aslnar Mioia
1 l Dbnamw
s. ` 4 10 +1 16 +t6Ft9 +721 +26/66 +SOWS +S5J.16 MOlµ4 ME OF FASTB18n Cw�aab ono T M •- fh. •• 6• Ft
a a #., 46211 SZ SF
k I, ,NI +11I-14 N61.1 *1W,22 +2S m +27110 +31N5 NBI�O y1� 141F -1 - -�
10 +761-tr +16454 +221.26 ►264!6 +201.41 +35117 M01•a4 y/6y 11µ• 1 -U SF -416F 1 - • 1 1
N2FN +161,20 +181,26 +23W0 +27F54 +S1N0 +SBl1ti 1µy 1-t? 3M.1 w 711011.32SF -M� 14!08• 8F
s Glass Roams) 11µ' 46611. 03011- 8F 156911-0/8F H OF b +
Wbdow and Door Design Frenums for�n i ftft � 0, A ( � 1.1 .1 not-x -s7 7x11- aF
For Wall W Ip t h e.s0 FT - a
.. 1 .ffi 1 aF
�. taw• Dwa.1a
Flaaaan TTFE OF FAaTMilR•. .ass ►ora►a"or ,-
1ElydIWO
WoWind aaebtl8trd yay 2� 1 -526F 2t 251 -157 SF -210 SF
t P �i I Ana n 1N 1N in !x 1M 160 wy > .1133E TOSF -217
1?a .70 x -157 SF 541 SFl 72420-MMI
# ♦ N +166.20 +24.26 + + + tay 1 •at -tTS SF µ M8�AhaahM.a MandrM
� , � 11 �; { r s$� �: �'€ t•y# ' � 110 +1U-1r +2>y,N a261�
71" N M6f,8t +24f.7D +26116 18Mi2 NOF60 Nd•66 *52117 MSALOi11DCONY�IONTNL� 6MSID CCNYENIDM PUVdVA lftf
" }° +IN11 +21457 + N4 +42fd1 M4�-50 11110.1
For WW Zonnftgbm~Mn 120 MFM(7adw Shoan� 1 1
it �9�9 Mean:tWsn�wbtd N.rua shops nP M ret P a d�bnW ant!Ydrnd p )dPPMd romrl b a„�qy Mnwlds ba o and ndR�by ft and MMAN,or 402 135
€ , eaarbrs. Mese 110 1.15
2 Th vduw dhwn a lar smoou.a For dhdr spowins.aaJ17h M��^dY M to s odor. - Tio ndiinwa d om ftm d� Ibisani 81nrd 1.OD
dd arxlorandapdrg IIMat Oinastar
naewraC:tAO shm
Lborbia peliOn OAwen vias dtrbtaery w b peadrtla
L whmdb SomId ftMnMw 160 on
4.Vdun down m for an b'aPaYno fades l-1.0.For dhergiws d 4�dgr+€•0r•dtoan 67 -
g [ a.FUs dad aino ages slW*POMA 1161"l mol-lift-10 aialarwabas ndFadvalp•
L N tawtPoaadtd ant tdeddri drlllaw 40 1 _730
eol ha deem!br bolh powm rand nep�de pwnaad ah0a1 b M Y6b.
art r' .,Yi` L Nandlet�idtmot, owteddwAnd orDAn,W Chen,k niw.WAndbrMn4%dUrtha�dd _
i dwdrabn d S ft Table N.5 Alttllla0wr Angle and Anchor far Besnls
b YrLt Coat hdsht ti trc Table 18 Wald mod Cen=wb FasMwm for Endosed BoNdhW!Laads i Rod Ar Andeaad to W6M.NprlgMs,or lwRM
For St mm In Tandem 0*
Mdtn.nAbwbb-leadrdNMC�nodNwtr120tdPttWlndZoA•H�1 Ti Atohw
vlbd aMr g0APF1.tMCanadonTabbstOo mSfM BdnwbnTTM sM � fsMw
Table S.1 Allowable Loads for
Concrete Anchors 1•x 1•x6645
MUM;MOOD fr 1 x 1•x 7MS 112
f # i c.t -F Y,�x n saw ala Ei a Atlwa4b lestb F�� limpubor
load 1 d 4 1•x 1 1 1
a {{ n # 01
AwaMr sPadhq
■dlrab N Twabn 8hwr 1µy M d - 624-1 SF 7Y7R 1r 8f iold1.?x 1- 1 1 T
TAiIAC 11ALNi 1µ'a 1- x 1- 3l1 .t 1114
k -10 -fr 111111-25Sf sR 1-1 xt-
�� }} anwAadw.
it +I tl ��� 'i� ; € 'i}se - 4 " �,: ,s, 1N• t-1? 2-tµ' 2116 26111 1µ"a 2.1? 6601'-NSF 132011-72 OF 110011=1rsF -M6F 1•�1M'x x .1 M4
4 a', tµ• t 2-1W 2/011 2616
aflMa 1• 21211- SF 6ZM-to 03611• -NBF r= t Sm
TApFMt Geneses sown
SMP 1-t? 1.114' 2M/ 1606 5116Y 1-1? -N -73 SF rx
2': x 1
8M/' 1.Y4• 1-24 8171 2066 >` 1x00- SF 4 t1µ'x 11µ•x 1M•x 116• lie
w- t-1? 2-114• x511 2SM 1-rt? - _ 1
71 •26 0x2-tls•xt•x anti
114• 11µ' 2-lµ' 4!611 26711 _t -3Y -1 x 1lMx 1-1 : . 111
1W 1.1? i3ls' 4»r 47611 b 176011- =668F Na1r •dgwwbWn4w6 ardkr0adptolbddplhd
3W I-W S 816 i0H 64211 CTSNi TO CONCIIElE for OM Tab"f i IMaMnwn A for 6cbudona
2# �. 9 w t*�a{y 5a '. r FOYtiR810LT Faabasr LMtBWd
1W 2' 2-tµ• 6>x 21N 1 tluaiw 11dd Ctaaer MSM
ores• r 2.7J6' am int _
216• ltr!' i•7N' 1 1 T1T6OFFASTOMla•'OYbrtdr'Cwai1Maw - 2ynMteMMM MSF I x .41 x 4 w d2I-yr -
" yr S Mir!' 1,isl11 2.Nx
- sF 6 -23sF st011�36DF t010s+478F MO 1110
w' 2 FOMMI tTi b1µ• NM 26011 a Carrab saaw ar x w
T1fFE OF f ASTMIER 24611-i SF 4!211.12 R -N -218F NwlrX Mai bean ant aapgM wbtbean ander e4as ahM In�Ad for tabtaded or wyr pales son
W 4-014 >21!' 116111 1 SMiy xQW-
951 x
`{t �,""` 1f!• T 4-102' 1yt111 116011 • •N
g SFi- 6P
, ` h 4, �_ els' T 661! 261011 1 1- 3!611- 7Sdt-N 1011111111
•27 14!011
leer. Aaawile Load Gaveralen shdgaars tN's 1 se511- .34 1 - Tab"N.7 Altrlla tlea Andtor Ssledbn Factors Nlir Anchor!Befa4r Stsrs
it h ` 1)Cawed aoavw s iaNW b 2•riedard by araaaabiaaa br Edge Obbaew Laee 7twn 0d 1- 43711.11 nes OMW
-218E 1 11R'-SZ SF 4r- 2 wLaw
2)ViralardmdoasdloadsWlhasd*baabrd4q SOL Wo Wµ• 6011-15 -z0SF 1 .448E 140111
056 0 0
ADVAGOO LOW
S)AwduoY Mad b=0 mW b•nAMrid. pbrq moron shm T"E OF FASTOM■ Mess Fatwr Baer ili 060 1.00 0.72
1)MxlasnwMglotlaFaF �►bM4anaMrwrMWan 12d 1. 1Z7
3 # 4�. rt y (: .. • a `'. tr Anchm MbYloadapn6dbMdenirwe~btla 11 1.07 1.N 2.1? 1 -2f 211011-BY k608F -1 7 0.111 0. tA0 0. _0
t. EtaraFh.Deletaato M Hair d ootxver ettdon tagiad b7 dddLiO M 100 1 81Te 81? 13D311-82 SF 260611-N 8F lsri11.s5 SF 1211-127 N4 046 033 1 C 0.
3
1.06 1siow-443F 36120-6s 8F 541 =132 1T68F
p l, s _ ups!bed by it aaadtr ssoesd bad rd 100 100 1?a 8 1sr311-40 8F 07 SF a879s•'tM 7s72r-N4 SF 316• 021 0 0m 0 7r 1
Forarxi•barnwR: sd O.n on 112y AM -MAnehor Fm6mforAn~1So S%s
priq•r-W O.C. Td O is OA1 WIND LOAD CONYlRaIOM TARE M111D COMYMtl10N CaaaM d wea►bMtws
slomed qtr•Mr(rib 1.1)
gm
w ,;� UPLIFT LOAD 1l2(BE/1M SPAIQ x GEM i 11PR1011T SPAC11Ki id FortYbd ZonalRgota 6110 Mn 12D MPH Qablr Shonn� FACTOR Cmewlew oAwias 2-W
111P rtd
5d OA6 063 m W*dbmW rads and wd awe by M mrrmalon briar 1 135
NUMBER OF ANCHORS• 1R(25167:T x 76!80.R New. 116 1.1 Sia
3Ms' 114' 316 fte 3Mi• 1?
IIIit ALLOWED LOAD ON ANCHOR
TMwftnmdlnatamMddpedMtpwMabMaaabr 1 100
# pOlI511 bdwaw nonaWe wdwa NO OAi
l :'` NUMBER OF ANCHORS a 2102 d M mraw wdo►and M dpadns
0 ehlredMbesSansdwhendbMwdtardMslr• 1 0. 050 030 AO
Toselom ua 2 arrdwa oa(1)on tads dda dpdpd •Muapf M aaaabar rias aoeda xM dr d adwrAwaw t((ya,ad ad land
rgbMawdnanmwbrdwwa.
Tib b bteae tan ReW PtoduoY elowaMe had for2.500161E maw 8 id etawa w taptaYwd M wffld r d 110 died Is:03 x 10 pre#10
E>a (NI
4 S
t;
```�; �+'t a..I
� t IPAN ROOF ANCHORING DETAILS
INDUSTRY STANDARD ROOF PANELS
r EXISTING TRUSS OR RAFTER
{ ¢ i
y ALTERNATECONNECTIOHk
at
(3)AB SCREWS PER PAN WITH SEALANT
1
t.;
5 1'MINIMUM EMBEDMENT INTO
:6 > FASCIA THROUGH PAN BOXED HEADER(SEE NOTE BELOW)
P, } END
'� y �� 1 , 1Y.00' EXISTING TRUSS OR RAFTER J -��
12"WIDE x VARIOUS HEIGHT RISER ROOF PANEL ' WOW SSCREW�S.M.S.
Zw�
A10 X 1-1/2'1-1/2'&K&(2)PER d ROOF PANEL- OR TRUSS TAIL <
8SCALE. _r 1'-0' RAFTER ORTRUSSTAIL d O
d f
910 x 3/4'S M S.Q tr O.C. ` ALTERNAAB x V2•S.M.S.(3)PER PAN 810 x 314•S.M.S.OR WOOD
#' 4 ' �,n EXISTING FASCIA �(QOM)AND(1)G RIS@2 SCREW SPACED G 1r D.C.
I`, ROOFEXISTe4G FASCIA J
PANEL TO FASCIA DETAIL
1200` SCALE:r=1-0
f� 12"WIDE x 3"RISER INTERLOCKING ROOF PANEL SEALANT
it �,
I , a SCALE*r=1.0• FOR MASONRY USE / HEADER(SEE NOTE BELOW)
f "It1M'x 14/4'MASONRY /
tit I aj i� �I>.� W ANCHOR OR EQUAL 0 24.O.0
� °: C k FOR WOOD USE A10 x 1.11r
i 'll .• ' :, E ' t s > S.M.S.OR WOOD SCREWS O � ALTERNA)rG MOBILE HOME F
tzoo• oasnrvG HosT sTRucruRE — ROOF PANEL FOR F WALL CONSTR
� ,I E
AN ROOF PANELS
;a
i MASOM
r " t 4� - OTHER CONSTRUCTION ABX 1/r&K&(3)PER PAN SCALE r-1•-0•
CLEATED ROOF PANELWOOD \
f `---- MOTTOM) ( )
f • ; li ' t y �u SELECT PANEL DEPTH FROM SCALE r=7'-0' ALUMINUM SKW (Top) 64STALLATM NOTES:
TABLES � E.P.S.CORE
ROOF PANEL TO WALL DETAIL A. PLACE(2)BEADS OF CAULK ON BACK SIDE OF
HEIII
I SCALE:r=1*-0•
' h SIDE CKIININ VARY THE
& SLIDE 1'TAB AT TOP OF Hf 1DER UNDER DRIP EDGE
(DD NOT
API SPANS)
NOTES ROOF P BE x IW LONG DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF
::
„ ''• # f at 1 E CORROSION RESISTANT ATTACHED
METAL SCREWS WITH MI7 WASHERS ALL SCREW HE
SHALL BE CAUU(:D OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE C. FASTEN HEADER TO Fi BOARD WITH#10xl"SCR
I II li 4 —�—".00• PAN. PAN RES SHALL RECENE(1)EACH AB x VY SCREW EACH.THE PANS MAY BE TOP AND BOTTOM(SEE DETAk ABOVE)
ANCHORED THROUGH BOXED PAN WITH(3)EACH M x 1'OF THE ABOVE SCREW TYPES AND
I
COMPOSITE ROOF PANEL(INDUSTRY STANDARD] THE ABOVE SPECIFIED RIZER SCREW.Ae x ane•TEK SCREWS ARE ALLOWED AS A D. PLACE PAN ROOF PANEL I*rO HEADER AND ATTACH
Si r=1•-0• SUBSTITUTE FOR 00 x Wr S.M.S. SYSTEM ONLY. DO Nor ATTA(?SH TO HEADER. HEADER IS
COMPOSITE ROOF ANCHORING DETAILS ExISTINGs OR RArt
: � :. 1
� 3
' �� d•x T x e'0AW MML BREAK
� " s ��„; �� ��~� Ae x 1l2'S.M'&SPACED FORMED FUI3FIMG
S & s IDM(NG TRUSS OR RAFTER - 0 r.O.C.BCMH SIDES
010X 1-1/2'SMS.OR WOOD ROOF PANEL
t YW200 SCREW(2)PER RAFTER
OR TRUSS TAIL (2)A10 x 1-V2*S.M.S OR
i f, ,.' :r.' YVOOD
A10 X 314•SM.B.OR WOOD SCREW PER RAFTER
SCREW SPACED®1r D.C. '. "f— ROOF PANELL OR TRUSS TAI. ::_a .'.: }
ih .:.
II
ALTERNATE Z
a s e a 4 MUTING FAMICW A10 x 314'SM.S OR WOOD
SCREW SPACED O 12-O.C. R
ROOF PANEL TO FASCIA DETAIL
scALE r=r� — _
EXISTING HOST STRUCTURE EXISTING FASCIA 8CREW A10 x R f
v� \MOOD FRAME.MASONRY OR
f
i He x ur S.M.*SPACED
a � FOR MASONRY 0 8.O.0 B0 S POST BEAM(PER
@' CONSTRUCT11ON
/ AND
11 1K x 1-1A4 MASONRY TA
� MK21OR OR EQUAL O D.C.24.
3
' FOR WOOD USE A10 X i-1/r
S.M.S.OR WOOD SCREWS
, • tr o.c RooF PANES ALTERNATE MOBILE HOME FLASHING
FOR FOURTH WALL CONSTRUCTION
m t; COMPOSITE ROOF PANELS
,
n # EXISTING MOST STRUCTURE.
- ` = , ROOF PANEL TO WALL DETAIL scALE:r=r o• WOOD FRAME.MASONRY OR
` = r
hIOTES SCALE r 1-0' WTALLATION NOTES: OTHER CONSTRUCTION
¢ . WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB-FASCL*
I j , FRAMING WHERE POSSIBLE MY 15%OF SCREWS CAN BE OUTSIDE THE TRUSS QTS- A PL/CE(2)BEADS OF CAULKING ON BACK SSE OF HEADER BEFORE INSTALLING.SUB-FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS.ALL SCREV61INTO THE
HosT STRUCTURE SMALL HAVE MINIMUM 1-1/4•WASHERS OR SHALL BE WASH( B. SLIDE 1'TAB AT TOP OF HEADER DRIP EDGE DO NOT PUSH DRIP EDGE UP. ALTERNATE R�aeEr PANEL TO W
. " I 4 HEADED SCREWS DRE EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF. _
r ! s HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PMTS DEPTH'C.T WALL C. FASTEN HEADER TO FASCIA BOARD Wi mo x 1•SCREWS®e•O.C.STAGGEREDATTACHED TO THE HEADER
NOTES: (SOF PANELS SHALL 8E
MIR !
THICWESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOS"LEIPANEL TOP AND BOTTOM(SEE DETAIL ABOVE) CORROSION RESISTANT FaW.5.w/ur WASHERS.AL
WALL TH=NESS. HEADEBtS SWILL BE ANCHORED TO THE HIM STRUCTURE CAULKED OR SHALL HAVEFNEOPRENE GASKETBETIA
d ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED To.THE ANCHORS[RETAILED D. PLACE COMPOSITE ROOF PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND PAN RIBS SWILL RE
€ I I ma c( )EACH A6 x-1/r SCREW
l 1 1 a f �ARE BASED ON A LOAD FROM 120 M.P.H.FOR SBC SECTION IBM FOR/t� ���1
BEAM SYSTEM ONLY. 00 NOT ATTACH TO HEADER HEADER IS USED AS FLASHING ANCHORED TE MOUGH D PMI W/(3)EACH N x 1
a i MAXIMUM POSSIBLE SAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ONLY. AND THE ABOVE SPE
Cii RIB SCREW.
iR
13o ,�siju Zr
PLACE SUPER OR F ,
s ,
It
i s GUTTEa BEHIND DRIP EDGE
,IF I # _" ,9�'
X 112' ALL PURPOQE 1•X 1/7'WASHER HEED
SCREW®12'OLAC.9HIN� CORROSIVE
BREAKFORM CAULK y SCREW SCREWS Q 5�D.C.
V/w�+•ALL EXPOSED
HEADS ALUMINUM FLASHING EXISTING TRUSS OR RAFTER
' f t 6' 10' LUMBER BLOCIONG TO FIT
SEALANT UNDER FLASHING 110 x r S.M$.Q 1r O.C. _
C li PLYWOOD/OSS BRIDGE — —
:IT (' #: _ { T COMPOSITE OR PAN ROOF Fltl
ER
r III. i p (SPAN PER TABLES)
( ,I
a:
EXTRUDED OR
� � _
s� ft EXISTING FASCIA j SUPER GUTTER
{ I� , N `: 3'COMPOSITE ROOF PANEL
(SEE SPAN TABLE) SEALANT
SUPER EXTRUDED GUTTE
4 ;I EXISTING ROOF PAN ROOF PANE
{ STRIP SEALANT BETWEEN
�CALe r•1'-0'
I 7; FASCIA AND HEADER POSTING FASCIA
�� I; '� � 11r SHEET ROCK FASTEN TO ROOF: 114'0X4"
a PMIEL W/1'FOIE THREAD NEN SEPARATIONLAG COMPOSITE yV/1-U4'0 'TRUSS OR RAFTER
SHEEN ROCK
SCREWS Wir
AY �� DRIP EDGE AND PAN&L• FENDMASI�FiSW Q 1r O.C.
5 O.C. 314'THE ' — -- 2x2
LESS THAN MW PANEL INTO r
FASTIeNING SCREW SHOULD SYSTEM SHOWN IS t!<S.M S.x 1!2'Q
PAN ROOF.
`'`' � a BE A MON.OF V BACK FROM 4.O.C.OR(9)PER PANEL
r I THE EDGE OF FLASHING r X r x 0044'HOLLOW EXT. _
ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS
Ili 3 �
3 i i SCIALi r=1'-0' ROW OF SHINGLES. 5116'0 x 4 LONG(MIN
LAG SLOPE
? a,r 1. FLASHING TO BE INSTALLED A MIN.WMA THE FIRST SCREW FOR 1-111' ONLY
2 STANDARD COIL FOR FLASHING IS 16' .019 MIL.COL NG PROPEL EMBEDMENT PN-)INTO
TO INSTALL FLASHING OR SSS TAIL
a is s r i ga 3. FIRST ROW OF EXISTING NAILS MUST THEREMOVED WHEN PO RAFTER
�, 4. FLASHING WILL BE INSTALLED UNDER OR
EVEN THOUGH FLASHING IS TO RAFTER OR 1 �CTRU
HLI� ��; 5. HEADER WILL BE PUTTY TIED AND CAULKEDCONVENTIONAL
1!4-x r LAG SCREW() APER
# § � a
V,, BE INSTALLED. ppyyrl TO THE TOP OF 1FE ifADEf$ T T TRUSS!RAFTER TAIL AND
1 P IL IF
THE DROP FROM THE EDGE OF THE BRINDLE BETWEEN RAFTER TAILS
€ I Is MORE TKAX 1'THEN
THE.atlP EDGE WILL.HAVE TO BE BROKEN TO THE 1/4'x I�LAG SCREW Mb WAY
Vff
To THIS DROP. 8¢E HEADER AVAILABLE SHOULD BE l)SEW 1 SUPE R UDED G
a T.WHEN DING R"H�ING THE SMALLEST FOR HEADER Sp,�IT EXISTING R�.TO PAN'R�PAN
€� WEDGE ROOF CONNECTION DETAIL SLE:r-ray
BREAKFORM IS BEST SUITED
i� �,rsa•q in �` �PPSS THE F�OF THE ACK FROM THE EDGE OF THE FLAB
IS REQUIRED
=Vi
a WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FLAB SCALE r
S v SEPARATION MINIAARIM To INSTALLA
TM
f
a /. STRIP SEALANT BETWEEN FASCIA ARID HFJIDER PRIOR
Ipz
FLA OR 26 GA
SEALAPLACE SUPER GUTTER *10 x 4 S.MS.INN 1' GALV.
IF
BEHIND DRIP EDGE O.0
N CAULK iiit�"B
WARS — --
` , a '► r ; ErasTl�Taus oR r:AFrER clan lc Expos ^' r x r x o os�x Brew Do"• — — — •
ti SEALANT HEADS - 4'ATTACH ANGL E A TO A •
r T CpF PANEL FASCIA W1?2
s+o x r sxs.Q u•O.c. — — — — — — —
( �� SLOPE
1 1� scl�nrs Q — — — *—
s . ^ � u -
' ;" I 1l4 X r LAG SCREW(1)PER
1Q"0 SCH.4011 FERRULE •
TRUSS 1 RAFTER TAIL MIN.r x T x 0.060'S.M.S.(4)
l €; m � c OR •10 S.m. Q ANGLE • RECEIVING CHANNEL OVER
$ EXTRUDED EACH SIDE
EXISTING FASCIA SUPER GUTTER • BEAM ANGLE PROVIDE 0060'
�ANCHIOAM QRECENNGRPOINTS
CHANNEL
SUPER OR EXTRUDED GUTTER.POSTING ROOF TO a 1110 x 2Vl s M s.Q RAFTER
COMPOSITE ROOF PANEL DETAIL 1 A TAILS OR Q r oc.MAX wr
r x r SUB Iiii
.Vr
SCALE:r s110 x r s.M.�•�Q�'oc.
PLACE SUPER OR EXTRUDED �pVC FES A�WIDTH TEO FOR GU7lIIt
a a t GUTTER BEi1ND DRIP EDGE Ill'0 BCH B OVERHANG
t $� �a p �
■ °�' CANTILEVERED_ BEAM CONNECTION A
; + E70STING TRUSS OR RAFTER =yr
A € f 114 x r LAGS(1)PER SCALE `T
° l I TRUSS/RATTAIL
I SEALANT EXTERNALLY AAOUNTED ANGLES ATTACHED t0 WOOD WALL W!MIN (Z)
BEAM TO WALL CONNECTION: 315"x r
z (� ANCHORS TO CONCRETE
C',a �. �I T ROOF PANEL LAG xgCREWS PER SI 1!4 x 2 V4 CONCRETE �MASONRYF p OF BEAM DEPTH LARGERTHAN T sou'do 8{•Y1 FIO�ProdW
s H (IvpN SLOPEEI)M':1� WALL ADD(1)ANCHOR PER WE FOR EACH INCH
w 8 s� '" I � �� �r I'Gey t, --
Jeffrey T. LOS
; CAULK D SCREW (ALTERNATE)(1)1.3!4'x 1x14'x 1314'x 1f6'INTERNAL U-CLIP ATTACHED TO WOOD WALL W/MIN.(3)
—
8 € CF s y S USDN PER SIDE OR C3)IW x 21W CONCRETE ANCHORS CONCRETE OR �'SC CI i �+�
ER T HEADISR INCH OF BEAM DEPTH THAN T
pt #y TO#)ANEL W/ MASONRY (1)ANCHOR PER SIDE FOR EACH
i EXISTING FAI DCTR� N6 x 1R'S.IFASTEN
tE• �
€ IIS SEALANT SUPER Q 1r O.0 BOLT AS P o• 6444
€@. k y," GUTTER W1� �� 32
SHOWN CANTILEVERED BEAM CONNECTION TO FASCIA DETAIL ; prviii9 ��-
I E scALE r-+'�" 904-78$.9241
€
SUPER OR EXTRUDED GUTTER, ROOF TQC
COMPOSITE ROOF PANEL DETAIL 2
ITI .
�y
e
__. fi;YPsg,.
a t
Kf ,
I
0.024'x 1r ALUMINUM BRK #10 x 4•S.M.S.W/114 x 1-Vr
PAN ROOF ANCHORING DETAILS
MTL RIDGE CAP S.S.ISOPRENE WASHER 0
1 RIDGE CAP SEALANT !f'C C
PAN HEADS BEAK-
FORMED OR ) VARIABLE HEIGHT RIDGE
SEALANT
gg t BEAM EXTRUSION
t
x r, 08 x 9/16'TEK SCREWS 0 f8 x 9/19•TM SCREW 0 r
Y I u t PAN RIBS EACH SSE HEADERBEAM FOR
O.C.
s
z• BOTH SIDES
C` Cwuc ALL EXPOSED SCREW — GABLED APP T ROOF PANEL
° # HEADSllt =PAN{ `x a x W S.M.S.
AND(1)AT PAN RISER
ALTERNATE CONNECTION:
1/40 TH2U43OLTS
(a) (TrP.)
I , PAN OR COMA ROOF 1B•x 3"x3•POST OR SMIIAR--�
z e r N x 1-1M•SCREWS(3)PER PANEL
r t it PI r t t 9 ' PAN INTO BEAM THROUGH n x IVI V TEK SCREW 0 r
BOXED END OF PAN ANDD.C.BOTH SIDES
t < t ) /B x 1R'S M. PER PAN
r " HEADER ALONG PAN PANEL ROOF TO ROGE BEAM POST DETAIL
{ � { ROOF PANEL TO BEAM DETAIL
i
c` * SCALP:r=1*4r 0.024•x 1r ALUMINUM BRIO SCALE r=1-0'
MTL RIDGE CAP--� !10 x 4•SACS.w/iM x 1-Ur
WHEN FASTENING PANELS
I` OR PANS TO WOOD PLATES FOR PAN ROODNEOPRENE WASHER 0 S'O.0
SCREWS SHALL HAVE A :; ::.: :: (3)EACH n x'IW LANG S.M.S. VARIABLE HEIGHT RIDGE SEALANT
hUNIMUM EMBEDMENT OF I• PER 1r PANELL BEAM EXTRUSION
n x 9Mr TEK SCREW o r
` CAULKALL EXPOS 0
°s
ED SCREW
o.c.
HEADS aWASHERS -
s PANEL
{
3 t li a t+ { =" t t� FOR COMPOSITE ROOFS: \L ROOF PANEL ROOF
/1D x(1 r Vn S.M.S.W/ (PER TABLES 1114CTION TI
1-1M•0 FENDER WASHERS
II I f { ®1r D.C.(LENGTH= suPPORTING 0 r x_sEIF MATNa BEAM
f t PANEL THIgWE38 I-) (PER TABLES))
e (i 41 ROOF BEARING ELEMENTV8•WELDED PLATE SADDLE
' ;" ">#gp ,z, • (SH4.OWN)AND 2O.C.O 05 RPBAR wIBEDDED N TOP —W/(2)IM-THRU-BOLTS
N044EARNG ELEMENT(SIDE OF CONCRETE COLUMN(BY • � �
WALLS) crrww • •� • - -
ROOF PANEL TO BEAM FASTENING DETAIL_ PANEL ROOF TO RIDGE BEAM®!CONCRETE POST DETAIL
SCALE r 1*4r SCALE:r=1-0•
{
k
f &
Y ti.�
0 � �
(yrs
11 � 3L -`
tl
# x is
r �
w
14
80%t119f11
Homo Pmdt
Jeff lN3y T. LWA
l � f
VYV""13
I s
P-O.,Box
IJack$onvtNe,FL
904-786-924
illi IE �
t s• t ,f<t ,.s�.
f'
:v
i
gg I
t •� Ci �4' I � Ii• 'i� v...... _, .tom. . s,a,.., :.
1 '
{i
t Y t
i
General Notes and Specifications for Section 7 Tables: w—
I
The design losde
for Section 7 Roof Panty Sysbms for Open,Pally Enclosed,and Enebad!!d w
� F^ Sb7N wes an In oompsalloe wdh Uls FLORIDA WILDWO CODE:Mean Roof Hsipld 0•b 30;Roof SbP* eP1
O'lo 20';Exoa
pn 13%ImporlAoe tacbrs of 0.77 for open stnxAxes i s�esn morns and 1.0 for lames
k
3 i �,� �� ! €! �, Ti � € �£ €• h<< fOeelY;pressure In/15F:
Design Loads for 1200• I
Roof Pans for Open,PaAlagy i Eim*m"Sbudmes
or.. . 12"x VARIOUS HEIGHT 5 RIB RISER ROOF PANEL
V hp saes. PrOMb•' EseMW over""
wine a.. ROUND Endowed m Pook
SCALE., r"t
1/dealbr R1w/ Maw t Nab a Nab 3 Nab a Table 7.1.1 110ovrable for
y abndwd RNw Panele for Vuious Loads T"11.1.3 Allow"Sl for Ind
a �- '#€.'' +I, r 1NIV.M +20!-Ikws +101.9 4201•liobe +10/-Mob! +20/-NoM6 AliRldmm 3185H44or11,'S tleh�lslrlldafd
,i i ���' O r r is Adoll Ak-b n A�310S H-14 or M-0
? $' a� 1NMr.N +20/_•• +101-11 +2D/-•• +201••' +201 1a/PxirxLnr2wsmmnwpmab 6MeR1m10 rxTrx9Af4'2wsRLRlow
k
e a r I V Be M.►.11 +260/.•• +101.13 1201--' +201 _ +20/-'—
3
q I' t r t 722 Y P N •20/-'• +10/•132 +20/-•• +201-•• •20/_•• OP-sbl10hws aelsm Rsm10 Pwlby Eeewed s10elee14 Oenllms! QPM-arlerllsa Nmm ROanl1
�a T71MJX •260/.•• +101-15 +Tp/.•• +201-•• +x0/-'• MOi CanlMorw MINM IInN
VrdW
s 1MMPii +301 +101-17 q0/-•• +30! h70/-•• Rarim 1i2 e 4 /sat a 4 TQ 7 ♦ tat a 4 All a 01 tat a 4
7leMPJI • !_.. Nm 4n �^ Mm Mon Mm Mm sp Non Nm Nom Nm Reals Ns1 New pees es a 4 1@
a0 +101-20 +30/-•• +301-•• N0/ Nm No" Mm
TN a m r r -tr r-11' rr rA' rr r A' 1'w r ?-2' 1N MMI iri tr 1z 7'
+ 1r Ira• 1r- rr
; x • A rypgw andOwgless mmm 719 MMI rte• rr f fr rr r r-1r 4•a 4' s•1' Z T19 MMI r 1 za• 17-11- 76' r-T
THam rr r r rt ar r-1r aa• r r r-tr r/o' 4:17 1-11 T29MrN rar 1r ire•
g a, e i� "� �. 3 I mo wilding C graft/W"M eft nlon"bped mole. r 1r-ir 1 r1'
r •t ,A „•' .: AIPN - f s-r r Ta' r-11' ri' 4'- ra' S1 r-P 4-17 1'-1r 727 r 11-r .�' 1r•1P 1T 41•
E; ! - 120 r- r.1 _ _ _ 1' - r 4' t 1 m low
.1• 1rr te' ,!•
+' ." m. NIb 1: Par ASCE 7-608 TSIs 8 3A 1YNh I s 0.77 i mOnO lops fader 100.75. - 1N rem r r-T W4r r? -—FF- Tom- rS 4'.2'. r d- 4' r-r 7 1N MrN r Fir —007- i t rd is T-1•
r� ��: N
Nob 2: Par FISC fable 20022 N - r r r r r-1r r ri+, r. 4' r 1 1N
Ar /4 -1 F-1•
NIb3 PPrASCE7-gSTabNE-3BMahRoofMaiOvalwpa i-wrx7rxeAar2wsRrRrwr rw pr�Ynr„n rx7rxa9N'2«sllsiRww
s (tyle 4 Par ASCE 7-608 TabN 9 31►Main Roof Ana i OMrhrgs. open sewer... aN..n ROOM rws.y Esdowd 6nele.d ovelllMq/ car..arree... 110,9„Roans
a" ` Nab S: Roof sy�ms aA sees suppoAbp bsM�n besets and support and Ilm m muWered i 08 wrr Md tti�rr Iflni Mmr
€ UMI tial.ffanae IMl�allp mx ponsnls,.Ind mime gM eye*-are doo Cladding wfta b 1�2 a 4 T@ 3 4 tit a 4 tat a 4 AN �a 1i2 a 4
bids N IMM Wand daddlflg bblM.. - a 4 1i2
Nm Mm Nm NMI Mm Men Nen Nen Non Moe Nor" "m Reef oPsn spec Mee
Nib is To develop Iles design lmd laid"for ma s�Yrtis,ors adps N*and="w bads of Tab 1N MFli r 0' r.2' rte' Td' r,2' f1' 4=T 8.7 s r KP r11' ra' Z�' 7N MMI tr-1T
6:IS*a 1 ASCE 7-06 iYale 779 MM. rr Fir rtr T,r r tr f-1• 41r F-r s$ 4d fa' sem' z•,2' 119 MMi 1r.T ir,T 7rE � trft• IO' tar
ad)wMd by an Impolerla F�cior of 0.77.Monoolopod loot f�clar is 03� r 1rr tr rr
i{ r, € The bet YrUee vele�10 Qew UN design va1Nes wesd by UM sign I- lo gNN1Me UN 129 MMI rr 6r S T ret rr r T 1'r r-1r r-r r-a' 8a' r r ?- 73a wK r F lZi' 1r4' .0• tr-?' it r-r 1
i it 7 i ,"" s S alowable(pees fables.Till a1gOlUiell eslecle Ute a101lable bora UN bed UNt lllatdlee 122 MMi rte' r-r rr rr rr fr 3:11' r-ti.- ra" r•r r r s.Y 74r 127 MMI f4• IT T 12'3•
t '. epees deelpn r 1rr 1f rT
�- ^r 120 YMI r 7' fS fes' r4F r-0' rr 3-17 r? 4-1P TIF *11' rt' 1:1r 179 MMt r,T it;' 1/d'
piners eRacwe wbd ales. -1' 1Tr 1T fo-
1 Ncb R To us MMI r4' r-71• rr r-T Td T-1P ra' r4' 4'T 3 70' 4 e' 4 1P 1:iP 1M IMN rr 1rP 10-tr tf e' 1T-.
devNop UN deNpn btl bblee 100(ty7lMlle afd WNhaflge fOr efld0esd f111C0ae1.
i( i 160 aftend O011ler bath d 1506.E d UN RBC vele aYelaged b onats Yle desipll vebes uesdll� 1N MMt r-1P ra' 4-17 S-1r T4' Ta' ra' 4'J' r,6' ra' 4'd r T 1V' TN ANN r4' tf$ 10'4'
'[( �j d iMI NgarNhrn b lamb tits allowable span fables Tha alporNlan aids UN allowable�ftm IMIA ar is-1r m Ta
°
design bad Mot maWm to 1-8C'x lr x asN'2 w s llw law/sore
>, pefNfeelleClMMkdrN. 9WeRnnww rx12'xeA9r'2nriRBRMr
IPA k re f �G f Nab 7:To convwt ham a�pory v in lues tlr i an n mupipgws: �d MWNWNMPW PAW 0Mn Mtidrw sevum 11eMr tirYY ErdaM [aebws Ovwfirr/ oper arwlwr aaMn 11eow
hI+I il. mY� ii2 a 4 1i2 a 4 tit a 4 lit a 4 0 � l 1i2 7 a� a 4 1@
{ �., 3' w Mm Mm m1m Mm Mr spec �. Nm Mm Nm Men Peak Mrl 16010 MM Nm DPMI Nrl
l I 1 im MMI r1r r 1 r4' sr Wr Wl sd' rT ra• r-T r-/1• r-r 74r lm MMi I" trtl• tr 7'
rt _ =10• 2r4' 2r 1T-r 1
Tie MMI sr rar' 9-11• fr rar m-r r tr f r rr ra' Ir r-T Zr 1H IIPN ur trr 1f4'
s• 27-r Z9• W-7P
i R+`
IN MPH f2' fr rr T-Ir W-1P W-W rr s•1P r11• 4=1r r-1• W-r Z$ 7nwm irr 1rT tr-iP
r 21'P 21' rar
@ ! " .127MM1 rt' ra• fr T-tY rr rtr Or sa• s-1P 4-70' f-17• f-1' ZI' VYAR�N 77=r 111W N•T rte• r• 1r-T
$ 131 MM1 4.11' rr f T r-T r1• r•T r4' W4r WW rr rr s-11' ra' 1399M 1r-r W-lir 10-1'
UNIFORM LOAD uo sr sr rir rr IF-111 rs rr sa' s r rr sr Fir z r w rN 1c r ua' tra-
UNIFORM LOAD -m• 1rr 7r-71 fa
Tw A!N rr rr f•T r1 r rr rr r-r rr. rr rr rr r l• r-r 110 YM1 fr 17-r 17-1P .tr irr 1f- r iP 1
r ` € ? NoW TddmdpasdwWW mon1'10 NeAloan Oxallrlw Note:.Todmolp-m-1 go■m10n*MyI�OwYwldD+pwhsnL
i
Table 7.12 Allowable Spaes Tor YlilAslnr SIM1dalU Mar Pwpls for fAMdous loads
ANRNIRARI 310S"orH2S
q g q g T-lflxlrxeaaf:.sRlrRrwMw.Ae aNeoRw,,,.
OPm srwareo/ son m been ParO ft OldoM Ellelells Owvraq/
wrr led CMiwr (1)S8 x 112'WITH HEAD_
x s , SINGLE SPAN CANTILEVER 1 OR SINGLE SPAN
esMM lit a 4 tit a 4 1i2 7 4 tit a 4 All
VV Nes Nm crest aPm Nm Nm Nm Mm Mm MM aPm M+e Reaw S.M.S.TOP OF EACH RISER
h 1 ;kilts i 'f t A. UNIFORM LOAD UNIFORM LOAD 1 f• r •1 r
s ' t>• ,r r •tr 1r 1r Fir -r
li P N i 1 r•t r - 4r ROOF PAN •
123 1'-1 -1 r sr r
��' < < �—• 1NW11 -a' 4' -1Y r- 1� Z (3)PER P4"1 ANi�x.'1i8' •
fi Yi i ii _ 110 $ 4• 4'-10' r T 1 -i' 1.11 vW HEAD SJ"O.C.KM •
�i n C A B C
A B DBEAM
t £ 1-1R'xlrxaNf'2ws1EYlElerNmY C3)PERROOFPANIIIOx1'
2 SPAN 3 SPAN o9aarwrres salwR.nw tanadv Endo..a d10w..a o.M /
4€ V, v P ewdi r
WRH S.M.S THROUGH ROOF
t pgi d: w �
rE l`4{ R/awr tea i 4 lit 7 4 lit 3 4 1i2 2 4 M PAN AND BOX HEADER O.C.
w i' IMIFORM LOAD wN �' sMn Mm Nm NM Nes Nm Nm NM 1Mn Nm ti� g1T0 HOST STRUCTURE
rt Tr tet tr-1r 1r-r IP4r s'r F-W fr r-1r
113 WR rr rtr rr fr m-r 1
� I rr rr ra' ea' sa• r-r rr z-r
MMI sr rar rr r:r r-1r 1rs I a• r-7r rr rr rr s r zs Eft— ROOF AND OX H
1s3r r-r rr rr ro' r-1r w•r rr 5;11.r s-1r r-ir rr s-r zr
k i �� I iai� a '; t t 1 1 I>.MnI r-1r r•r rr rr rr rr 4e' r sr ar rir s-tr rr SCALE:N•T.&
q ill MMi r4r s-w s-tr rr r-r rr r r s s• I e• s-r sr r r
i B C D E TN MMI er rr it rir rr r-tr 4:7• s-r s r 4=r sr Fr z-r
j E
s n 4SPAN M?x1rx1AN'2ws11�11wrNnw almsHow10
6i r i, 4fdtii�`� 4a M ' ,si°1 �It NOTES: 4marear. sass10RaMes ParllabEeebled tblsbsM Ovlellms/ �vlrcrla/1� e
■ wins YMu Mid llnd SOU"W"
ri
I.( Span Length ReMOe tit 7 4 Tse a t tit a ♦ ti2 a 4 All
0.■OverhmV L wiptll Nee
Mm M10I ePm Mrs 1pee NMI N10n 1Ml M1e Nm IMS
Jl � T. Utice:
' 2. JW�bled In ON tables aro hx**,guy spawd&UNces between wppmba or andlor pc*ft 110 MMI or-Ir r-r rr tr4• 1rr 17-ir ar Tar T-11• rr rr rr WT �����
y x x� ' 3. I'ansle Nor not les spliced waxpt et supporle, iTa res! sr r-r rr r-1r 1zs' 1g s-Ir rr rr rr rr rs ra•
ie � 121MM1 r2' rT rr fr 11r 1T 1r rr r-,r r-r S-tr r.1' rr rar
u1� rr rr r-w rr I l-r it-ir sr r1P r-1r sr ?,-I* rr n1P
ff F{ x x a 129 WN r1r ra r.�' rr trr 1rr• sa' r r fr rr r1r r-1r zr
SPAN EXAMPLES FOR SECTION 7 TABLES I*WN s-r rto• rr rr ter mar rr rs' rr sr rr er za• Pl(b. 137x 6444'
n
r w
In MMI sr r-r rr I r r 1rr tra• r1r sir r-r s•r ra ra• za JacksQJnVWG, FL 39=
SCALE N.T S
r il•, ) {� 'Ea + x ' ' New TaWmdplWMdlr■ISMswAsw+wewld6+avMnrp.
�l
4 ; t 130 ��nKsi �r
Ili �i.. t �'t r I.;r.. .o-k.._ , ,> ,i'. _cv,.. .w�..,s..', x :'3 .�..�.�....-�_�»... _..,......,... _.__..._ -.__.___ ---. ..<.a.:.,U,....r•.a.rusrrmY.aa.r,aw..,. _. _..-.
�+f.may. � _ � .� • �meq.����y��
p § 4 w gp, fa-[e. �. � ��� �•RIMnYI.�11�
$ 5
E.P.S.CORE COVEREDAREAAi.
—`
"j'� 132
TAB AREA —
n`res. f ' r""f �l ttO3SIDE PANEL
CONNECTIONS VARY 3A1'TO V7 ADHESIVE BEAD001
` CLEATED ROOF PANEL a00
C (DO NOT AFFECT PANEL F STRIP UNDERSHINGLE002•-r�
SCALE. )
SP�
+ I ` Table 7.1A Allomble spans for Industry standard Rim Panels for Varbus L.os& SELECT PANEL DEPTH
Alunkmm Alloy 3105 H-20 FROM TABLES x,00
€; rata:9oz4•aasdwRw..P.r,w olwRaae /
°p"'" a1
YY1i eC1'""°°"" ' �1oid °ee"r"�/ COMPOSITE ROOF PANEL(INDUSTRY STANDARD]
s iehd Rodd eti9L..
{ � -
'Y Readen tis i 4 Tia 3 4 142 3 4 142 i 4 SCALE: 1/6' 1'
NM qw wM NM GPM dMM RPIMIT
IhdA
�$ aw I(Mr IT-ii' W-7 tr-11 limn W-r r-101 17d 17-119 IV 11'- u=11•- f—r
,SSI g 7110 tat• 1l-2' 17 7S IV-- 119- a' 11'd 11' rd ti' 17-41 _ 74
NPM P- ttd 1rd 14'd ir,7 to rd tad to-11• r-r 72.11
---
Ir-2- 4'e'
17d 14'4 tr-1• ird r-r 1 1a-tr a-11 tt 719 tt r-0' -
I' tis rPr r r Ira• 1rd 14•.0• -I-r-7' rd rd to la rd tz 44 PROFAS COMPOS t E ROOF PA EL WM
+ + 3k 140MM1 ed t to-tt• t 1 -t • tr r-tt a• _t -t SCALD: N.T.S.
zr } " 'zf 1w NPM rd 134' tad 17d 18d fe=d d rd rd T-119 P and a=t ATTACH SHINGLES TO�y��
OSITE ROOF PAIfELS WITH
T:tr z BAW 2 a s Ile RYr►rde aMre Reerr APPLY ADHESIVE N A C iIUOUS SEAR air TO 1/Y D
Open knw A HAYy Eidwd I
STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT N PLAC
V d Rad CMIIYwr
4 FOR MEAS UP TO 120 M.RIL
Celan tis i 4 1i2 i 4 Iia a 4 tis 3
wen am ow "m "m saw R w 1)STARTER ROWS OF S- : LL HAVt ONE SM
tTd ra AT MD COVERED AREA
1w NPN tad lrW 1Td ir-4• 2r4r 2r-1r it-r t7d is-1r itd w .... ...r,.. ........ _ _ �ONE UNDER 7)'1E SHINGL
1i' d s _ tie NPM W-1111-10-r- ird low tad 7-19 Fir it-119 i3'�2' W4r 14'• 118-r -rd _ SHINGLE ROW INST
t € I 113, WVITH THE TABS FACING N
{, z ` • li tae NPM md- isd t74r TW71r- w-r 234 rd ti'•r ttd ado• 17.11 zrd 194 - ROOF SLOPE
' 33t4d r r 2) SUBSEOl1ENT ROWS OF�wGLES INUALLED VYR1i
N t + Ij. �` taa NPx wi• 13'4' 174r 1s-119 fad trdr ra• ird 11w rr 1i'.
` t 179 NPN vdr tzar tt-tr IF-r 1rd m-r r tr tr-0• Ira• r< tr isd r r DIRECTION of THE RooF
I ' I 1z-to' 4� W %xoPE wln+ONEsrnlP OF
' 7N MRI 191• 11sT 724' If-r 1r-119 It rd lad and r 119 17 - MID COVERED AREA
1w MMI r-Ir 11'd zrd lad 19s1r IN. r-1' tad Iw-r rd la its` 4'4
FORMEASABOVE120M.P.IIy WNDZONE
TYPICAL INSULATED PANEL 1 STARTER ROWS OF STR
rstr:ie r2er9ReRYer/arb aw.Rw.r
5 IF ) SHALL HAV�TWO
open> sawn Iba I SCALE 1/s•a 1• SHINGLE AT MID COVEREE�AREA AM FACING N THE UPWARD
Wlnd Rest PMS EwleM4 anebid Cwwewr INSTALLED WITH THE T
u ''' RelMan iia 7 4 Iii 3 4 iii i 4 Iia 7 4 N SUSSIEOUENT ROWS OF INGLES INSTALLED PER
pp MILD OOVERED AREA
Il ' 11 9 6 d i r open wee eat MM epw ww eren epee open Men wed' epee Rwls TabM spans br UduebF ll9ndard CaRlpoelb Roof Palals for Varloll9 Loari9
tw NPM t4d aa•R' tad tad 2s4 �d 111-tr 1rd tr-ir w-tr 2rd 91-W Alb ��N-14 or FI,>R 1A EPs Can DeeWly ForR •ADHESIVE: CHEM REX_P1LTpREMIUM fM8 URETHANE
119 WN Ud Ir-r fvd 1vr 24' 2rd zrd Ir--C Ira• tr-tr w wr rd ore.11..a.
Inn" t7d it-ii tr•-4 a 7l-tr 2rd m-11• W-r tr4 tsS w tr7' rd OPenaY��w rawnMans Pa1M9lr6reYeM EndedN OaaMnai MNp�AUMROOFSLOPE 2'lltlNs72•
1, j, ; j. 1ta MP11 1rs ird w4 zrd 2r-ir gra- w-to- 1s-119 Ira• tr-119 w-t and r r Com►
is-ir zrd 1rd 21.10' 234• tad isd 1194• 17d 119 wr rd ~ Iia a s' !ii a 4 tNia a 4 fia a 4 M _
t w'" ww - N•' ww am err, Raaw
T Pi , W MPM 10-tY 1194' 1rd 1r-tr W-119 21W r-tr 17-to• 17-r ias tr �� rd �A
ud 194 w
s y 1w MRI tad wd 17d 1•sr tr-119 203• rd zrd zrd rdr u:
_} d € i { ' Nwc Taw�eeiPrdM�.idaseAse+wawhih. w 1 - 4• 1 •1 r-r rd TAB AREA k aalwq. t dr w r m dr -1 1 -t r _
+ sl r tk E t a t
Table 7.1.5seble spans 3sr Yr s4Nrdard Chord Paetb for Various Ls1A�a tie 119 -1/ tr- t d e 119 rs r - 11 tt INSTALLED PER _
P 3105 H-14 or H�5
'!a�-��! a � �R ��' AlunNw AOoy - t - •1 MANUFACTURERS
RR taiY":tr:0 9aP Cleeud Pewle a�ire - d is ra• a• r 1 -1 r SPECIFICATION FOR NUMBER
' i k Open>M raw Rbww hrlYMr Basltwd Owihry/ r:49•:ial9-Ptah alts Meets - AND LOCATION
r E i I f p NYd Reed OrMiwr 4rl aYw�w sww Ibewe Pwady�IwM Fides Oweh�I
P-91-
In i 1 Iia a 4 IW 3 4 142 a
4 A/ tMn4 New
wen wee wee ease Men wen wee epi wee Bran wee Rede Merles taa 3 4 in 3 4 tit 3 4 t@ 3 4 AN
141-1 117 r _ _ 7 w MN NOW wM ww er11 on Nw wa � Reds
4 `E � eifjl k 1NWm r-ir rd td Wr 1?-1 1 r-r Td -tr r r-1 d arT 100 WH ird' 17-r W-i' 2rd 22-II* 2r,T 1?fr 14' W4r W4r wd 18.10'• W-W
r--v- -t 17 -1 1H w1. 17d f1� wd 21•dr 21st tr-tr 1 .T. ti-r' 12'd ird tsar' 194' o
7aa -4' T- -1 •1 - - tae rd r w.r it-1P W-r zrd 12-1^. 119 t d is-r 4•-0'
j 's i +' 111 8 tae MM1 rr -T Td rd 11'd 1Y-1' SJ' r-119 T-1• -tr T 2s� 13i r T f04• /-tr 1T•tr testi' w.T m 111 r° tr 11'd 17-10• 111 1' r-0• �O
♦ r- tr r e • - e d tae td a-W rd wd wd tr-t• m4 Ir-r- Ia--719' iW-W it4• 111941• 194
1N r r r r t8d t7sr 1S 119 ra m 119-r mr ir4' Ira• r-0-
i t9e MPM T r 194• t4'd w4r isd 4 t T` rd rd 1r-11• 19-r r-119
1 €{ g taro-ar■aao-cw.r4►.n.r al.a.Rear. CK Wx&arrtwb
I : { aws R.w..
Oren weoera tod.,,Reed,e h,WRy e,ds.d Owr6eq r qlw,wiwrw. s..w�Re+dt 11rwq Eve td f+wwe+_ O.aheq I
etw... slid NOW Ctr9.ew
ii jk { I
NM —
Rerbn 142 a 4 iia 3 4 1411 7 4 1i2 7
p 1+'x wen wee wen ■ erw IIeeR �� tNt2 7 4 lit 7 4 lit a 4 142 a 4 M
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