Selva Lakes Circle 607 P
UtileT-
Je Tr�ay T. Lk�'g
ALUMINUM MN
E.P.S.CORE COVERED AREA
00000
TAB AREA
00
SIDE PANEL
3/r TO lZADHESIVE BEAD PC- BOX 640
CONNECTIONS VAR.
CLEATED ROOF PANEL FOR A V WIDE ADHESIVE 0000 jacksOf AM% FL 3n3a
SCALE. r a l'-V (DO NOT AFFECT PANEL
SPANS) STRIP UNDER SHINGLE 90--766-9241
Table 7.1.4 Allowable Spans 1w Industry Stanclard RI&w Panels for Various Load* SELECT PANEL DEPTH 00 SUBSIEQUEW ROWS
AJurnInumAfioy3l03H-ZII FROM TABLES .00 - STARTER ROW
00
r x Ir A 11.0211'1 or I Xft Rhw Panaft Glam PAO=
Open acrand ROOM pamummy Enchgow EnGkmW over"I COMPOSITE PANEL W1
WhAl K-W COMPOSITE ROOF PANEL TINDUSTRY STANDARDI ExTRuDEI)OR BRLAK
ROO- I&I FORMED CAP SEALEO W
apea 1 3 4 1&1 OW30 1 4 1&1 3 1 4 142 3 1 4 AN SCALE: lira il
apse AW BMW Apan apan spa spa" &Pon "m Sam Rooft PLACE W/ADHESIVE OR
IN MPH id`-icrJlX-ii* icz iv-v I ur-icr F 2trr ff-itr izx w,-iv vy-v 14'-r I le-ir" r4r SCREWS
lie MPH 10--1 iT-2y'77-T 1S.7-1 IWr F-F Fr Iv4r IlAr v-r 174r -11, 44r
120 MPH 7�r IZ4? Iff I!sr ffr lirr iar-11- V-%- -72--tir X-r de SEALANT BEADS
723—up" ff-r 11'4r 17-7 1,C4F 18`41 lv�r -F.r---ic-r.-r--Tcr-7cr -f.I-ir Iry ir.ii- ir-(r
ll'�r If4r Jr4f I Ir-e Ir4r 9 PROFA13 COMPOSITE ROOF PANEL VffH SHINGLE FINISH DUAIL
U-0—mPH-rl-- 197' 9417 17,r -12-0 EC-OF
T44—kPH _"d
_!:E_ 1041' lff�lv -r is-11. r-Itr 04F vr-m F7- Wr 17-11- vi-- SCALE4 ICT.S.
ISO mft vr icrr la.r. I Ar W I v-i*- r4r -71F--F71 r-flArr 9-4r icr-r —r-Irr 9)
A1-tACH SHINGLES TO COMPOSITE ROOF PANELS WITH INDUSTRIAL ADHESIVE*. .7 < LU
T x IV A amw I or A Ras ftlam hwmw olams Ravem APPLY ADHESIVE IN A COKIINUOUS BEAD 3W TO 117 DIAMETER SO THAT THERE 13 A l-WIDE Q =) 0
op"shuctimm samem R.&M Per" ovartmis I STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT IN PLACE 0 Z 0
wbw .. ...........
142 3 4 I&A 3 1 4 ILZ 3 1 4 I&Z 3 AM FOR AREAS UP TO 120 M.P.H.WIND ZONE, U3
Alm apan up" &Pan sow &Pon spa* apse Sold "as qm Recta ....... . ......... . 1)STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE Z Z -.1
-Tir-c ir-irr ir�r 21'4r 21'.ICr ig-r ISO IN-11" 17-V 164r ir-c 4*-cr AT MID COVERED AREA AND ONE LINDER THE SHINGLE AT MID TAB AREA STARTER
log MPH I V�r ED
Ila MPH 17,9,4r 2T�V 21'-- t.11* 17-11' IV-r I1Y-W IC-fir 15-1* 44r SHINGLE ROW WSTALLED NTH THE TABS FACING IN THE UPWARD DIRECTION OF THE
4r (n
4--�l 10� -17 lf,7' 29-11' W-V li*_r iz-r r-1v IS-Ir WIr 4*-Cr ROOF SLOPE. 0 LIJ
75 a—PH I(r'r 13- 19-17 194r ig-I 1* 77 c——114r F-r IT4r 5 2) SUBSEQUENT ROM OF SHINGLES INSTALLED WITH THE TABS FACING IN THE DOWNWARD Z co
I is, It- III-jr, -Fir-r--F7F If'r 4;:.Cr: DIRECTION OF THE ROOF SLOPE WMH ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT
134 UP14 VTO-1 Iz-r IZ-11 1. =14r j I ED 0
T,", I, 1drr iff-ar if F-11- Ir-r If 4' MID COVERED AREA
r
149 MPH . . _jr W
In MPH III, 12-C W.41, �&I law ad LLJ
_jL-_T 174r ir-111- Ir-r 1 &.1- 1 194- Iffr 1 fir4r I IE-E_ lr-;IP C-V FOR APJ-AS ABOVE 120 M.P.R WIND ZONE: co x
TYPICAL INSULATED PANEL 1)STARTER ROWS OF SHINGLES SMALL HAVE TWO STRIPS OF ADHESIVE UNDER THE U) � lz LU LIJ
r x IV z LOW 2 ar 6 Rib lumer panaw Qla"Rmem S 0 c'j
OP- SCALE. lAr a il SHINGLE AT MID COVERED AREA AND TWO STRIPS AT MID TAB AREA. SHINGLEROW L) 01
11""a Rogno Parumft bmin" INSTALLED WTTH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE. 8 f-
wind Mano4lanpeml Rod tenflkF~ 2)SUOSEQUENT ROWS OF SHINGLES INSTALLED PER PREVIOUS SPECIFICATION NTH TWO NIZ
P�vkm —lu -
3 4 IAZ 3 4 1112 i 3 1 4 1862 1 3 1 4 AN STRIPS OF ADHESW AT MID COVERED AREA.
66104 SPEA; ap" SPER vm apm som apse Avan 50100 apm Wm_ Rook Table 7.1.6 Allowable SPww for Industry Standard Coniposits Roalf Panels for Various Lao& U) CD 0
in W41 iv&--W-0 29�r 21r�3` 25-W 2F4r 1Z-1t. 194r I IF-17 If-II* 21r4F I 2Ir4F c4r A.1unihimm Alloy 3105 W114 or H-25 1.0 EPS Czire Derafty Fawn 0 ADHESIVE: CHEM REX-PL PREMIUM"ll URETHANE ADHESIVE OR OSI-RF140 Z CN P
LIS_0-_L-T i Gbas Recaps LU
F-_r 4::L 24-4r IiAr Ir4- lr4r 17-11- iff'r lv�r I C�v
_L _&
120 MPH IZ4r jr-tl- 19-r IN-r' Zr-11- 2F-W IIY-11- IV�r 147-Ir I --Irpm x1rucbAme oct"ta Room LU
I parnal Fjwmw Enda"d aver"mi MINIMUM ROOF SLOPE:r IN Ir z z 931
n MPH Iz-r Tr-r--79-m--14-rr-- 2Z-Ir Zfr Igr-IV IS-11" 14��r TIRE,- 12r, RV4 Moto-41-wod Root LU -
ISO MPH 174r 174r -W4-r- Rao- 114 3 4 1&3 ILZ "A I ILI 1 3 4 AN
I" 17'4r 12V-171 52r.0 1 14 lZ4f
"�E W -,I Spa" OPM IPM man 3Pm Span so" pam Some OPM IPM A006 0
1 Ir-ur lc-r -106 MPH 9-P I 'crjr 10'-c ir-C I IiFA' ir-r lor-ir irr if-ir iz4r v.Iv Fr r-w
140 IS-1- 10-7 1 1 COVERED AREA -JILLI
ISO 194r 13-41'1 Ix-r ler-l-I it-IV IZ4r IZ4r r-11- 14'.r -
'r
lr-IW l(r-W I1-r 10-111' 10'0 0-V 94F 0-0- <
!41r 94r .46
11=1 _LV 1-%4� 1t4'
s 7
NcAw T*W ft* w4m nmm%to+well wwth aafftw,% I'_ ff I F IF-r 9-0- icr-r X-W
_F - -4
C20S 9-11 IF-III TAB AREA N J'ROOFING
cr c f-T: 15-1* It-ir le-r 8%.Iil -ff-11- -7-7--W7--W-v i0v NAILS
Table TAJ Allowable Spans for Industry Standard Cleated Panels for Various Lomfs 131 MPH T41' V-r r-11' Ix-r I 1W I r -F-7--Y7--V�F- mr INSTALLED PER
Akwalnum Ahoy 3105 H-14 at H-25 1140 MPH I r rr- Is I -1cr 1 Ve -971-gril-- -r-ir-Irll" 42;'
14W it Ir a&OW CbMdad pr,,b kIANUFACTURERS
at&"Rugam I Ar lz1r 1. 1 is -r4-rrsW -F-7- SPECIFICATION FOR NUMBER iz 04
=MPH 6 v .11. LU
1 open ftuo,(,@ two"rmmm Partially&W"" knOmed Dvwhwq I r x 4r x Lmr Pamela Gig"Ana" AND LOCATION
wkA pAmd canulaver Open Rooms Enchm" EndAS" Overt"I M
a&- —113 $- -S
4 1&2 1 3 4 IAS 3 4 AN Rao LL.
I apm : 1
SP- apse ape" Span som span mp- Spew MOM apda Reaft
IN A-wea 1&2 F3 � 46 JA2 1" 3 1 11 IA2 3 4 An
-ATO WX 9-r FA' C-11' F-r ir�r 3-7— 1 a SP" "an "fis spew An
APA 114,F-ar-W apm I 2t- gomm am apam Bps" sow Slam PA06
lie MPH f-lar c4r s-r la-v I iz-ij- ixr v-r r4cr r-i 64r F-r Jr4r —Tr IN hWH III-01 Is-r, Is-v 2cr4r 2r.11" zr-r lz_Ir lw-c ix4r ix-r ir-r is-iar F- 4r_,
jr.r 174r it.
lie IN ir4r ixr Is-ir X.41'
T21—UPH 17-c 94r V7 --IV - I
74r F41- r-r r7 VF c
W-1 I 12--r -I -W 19417 2f-ur zv-v if-ir iv�r iz-r
123 UPW V4* r-IF W-11, ir_v -UrWr-T4ir--77--F.-47--7-7--r-7- If r -11 126 MPH ff4r 17-r ilt-r lr-11' 21Y-f llr�W IW-IW Ir-I* If4r -74r-77-ir iz4r Zv SUBSEQUENT ROM
_Rr4. n®r ir-lar 17-c
in AM 9-r 1" 0-11* Ir-lir 17-11' 1" 194r
-f30 Mpit-F� r.7- r4r ar IMF F-if Y-F F-Fir-F.-F Tiv, -F7- Far Z-10P T74F CP
T4. -r iil-r - - -- --T -- --I-- 3W TO i,7ADHFSfVE BEAD
TAO—JU-H lr47r " frF -7 ArFr lir r in m44 mr-r ar-ur ff4r %4r irr IF-v io4r iv-- iff.iar ic-ur i4rr vr4r ]4'4r
Tam—me" 5-r N-iv r:F, -7 FORAI'WIDEADHESrvE Uj 0
:H 14141' IV-19wr V-t' -iry- rp -m w-H Fv i-v -F-F--74F 77-r- W-W iff-C le-F =cr4r -I ir-P c-F
EM-77--F,-rT I isir r-w I F-r STRIP UNDER SHINGLE
"4,z ir x cAmr chmead p..jg Gig"PAOM C A 4jr x 4.8w panow -7-rI IW-II* IW-r. 9-11* U.
samm Rao" Glams STARTER ROW
OP- partlally&=weoel 0mamml opma ROW" peftlaft facAmod EmAlmed ovar"I
wk1d Pont I C40tupwar
—m 1 4 IU 3 4 %&2 ! 3 4 1&2 3 4 An Wind cAnkfinur COMPOSITE PANEL W1
"Pee I spea a&ae SOM som ! "on SPIO Epp" 4000 "m SPOR soda Raab REV" 142 3 4 4 I&S 1-3 1 4 3 4 An EXTRUDED OR BREAK 0
IN MPH r-isr 1 v4r mr.ij- 11-4r 14--r Ic4r r_- g-jr --F Open SIM apm 4'ptz I a:. a,. a. FORMED W SEALED W C13 1 -1
-71F F f�r 9-11- 27 aw RPm* span Peak
-i--77--i4-r _77--77--i7 3-4r _jL_ PLACE VVI ADHESIlVE OR
Ila MPH r4r I w-r r-c IY-tl-7rr 4r 100 M14i -r IS�r iZ-IT 2W-W 2r-e 21%r 1ZO F if-r IS-r W-0 jF-W Is4r jr-w
120 MPH V-1 Iff4r IXr Ir-r OL r-11- F4r- -C-r Jr-ur I T-P lie MPH 10-1* lll�r 19-11* 11-11 211-e zir-r IV.r I.T-11* IZ4r IZ-r I.T-iV 13r-V c4r SCREWS
_f:E__LL
T23-MPH F-Ir 94r 94r IV4r ITr IS-r Fr r4r r-Ilr F4r 9-11 F-r x 129 MPH Fr lff-C 9-11* Ir4r ir-r ir-11, ig4r il,-r iv�r it-4r it-ir iz-v 'r4r
I-
AIPH — 7116*O.S.B.PANELS
F.'r I 9-T ff-4r 1W_r 17-r 17-10P 90 r4r r-r c4r r-r 1=WH 1`4r J -I* r4r ir-r Ir4r jrjw icrz 11.4r Iv.r lr_- ir-r IZ-1* 1 C4.
MPN g --T,- -
-T-jr ,�V-El 139041: F-r jr-71 9-r is-0 ir-r ir4r er4r Iw-Ij, iar-r vy-r ir-ur Ivo ctr
s-r I - -r ,
H
ISO 9-V T4r jr-I 1,1 F.& r. 141 Fiv Fur ir-P is-4, mr I it-7- vo iim- 'r-r PROFA13 COMPOSRE ROOF PANEL WTM a.S.B.
1-r I(F-'T I !V4r
l.v4r A 1V x Low cuslad Panalm ry f'r r- lv�r V-191P W-C 9-11 IF -r
ic.r =15,10. 41 07 111 AND STANDARD SHINGLE FINISH DETAIL
GIs"Roo", 4F a 411'x 4.431'Panelm aim"RAO"
OPOR ZVMdMrAg Sweas Room Partwly Enalm" overtmis I I open 40'a"Rao" Partially ancles" Endommell SCALE: KT,S.
wkw RmA canglevur WNW hlan�gkwed Red calmlem SPECIFICATIONS FORAPPLYING O.S.B.AND SHINGLE$FOR ROOF SLOPES OF Z12 TO 4.12
7&-v a 4 1&1 3 1 4 14.9 � 3 4 lax 3- 1 4 As Rw.*Pn lie 1 4 1 IAZ 3 - 1 .4 ILZ a -4 lu 3 1 a- AN
6104 Am m- opm "m 4W SP40 4100A "m SPIA span Room span 5000 span Span AP411 Fee Rpm open opm apm apam own Aaaft 1. INSTALL PRO-FAD PANELS IN ACCORDANCE NTH MANUFACTUREKS INSTRUCTIONS.
im MPH Ir-3- JT4- 13!-r IV-11- Irr. aw Ime ia-r mr4r ir'r Izo f4r 100 A" 1$4r 147-ir lv�r zy-l- 2w-l(r I i4r-p jr-c jr4r It4r 19-CIIF-lirl r-W Z SEAL ALL SLAMS WITH PRO 20M CHEMPEX WS URETHANE AND CLEM THE ROOF OF MY v,
To—mPH 74-F — -74r-—f-I V —F_r vy-r iff-1111 4-(r -T
—— 11741' lCr-11' 13',r IF-r 1fr I r-ur I is MPH iz4r is-ii, irs' 2Z-r 2C-r 2XV IT-W ile-1V lc4r 1" 157-1, DIRT.GREASE.WATER OR OIL.
L20 MPH -r -�-- - --.r S-r 4C-Cr �KEF
-- -CI 17 -PR 7077"-Ty-r-pro--3rr
19 -V 1S'4r iS-r r4r -r-r v-4, . r-ir r-r icr-r I x4r irm - ...' - -j-, 3. APPLY 16 MILS OF L40RTON 652 GLUE TO THE PANELS AND INSTALL 71111!O,S.IL OVER THE
- F- 7 211-r 111.1 Ir ITr
F-11" 10r-r ir-ar js�L if4r r-c or-W mr-r I r4r Fr laz Fir 123 MPH lcr4l iz�r 11-r zFr Mr- TIM-5- =ZI -74rp-1-T 1-1 Jr-cr
MPH er"r -r
!� Itj�4r L,,r GLUE AND PANELS.
i,4r A -i7- X-r 7-7' 139
138 MPH r4r jr.r V.4r 4r if-11* r4l Im M"i F-I(r 11'4r lCr4r 'V-Ilr 21W &4' MW 7-7' 12 Z f3 4r
'a r_, 149 JAPHI a-z L2! -7- 4. INSTALL 158 FELT PAPER IN ACCORDANCE NTH THE FLORIDA BUILDING CODE,2001 E01 ON,
ar-4, ii�r w-r W-v w4r F-Ii* tT4r iF-Wiw ir-r —107v -M—r -1-v 7v—,r -7r,—r 7z—,E: lilgr:
1466 W44 r.0 r
I ,
'" PH r., lie imptil Tar LYar-I WT -10--Ifr I ITY 17-c 17-1 SECTION 150?.38.
iss MPH r-v v-r 10
V-17 iff-lir IS-9 ls-r c4r r.1"
Note:Tah md panel ww& mom*10+wd idM+omtfflnl;� Ndm low ma P"Am-mm Who 0 ad WNM 4 mftrg. S. INSTALL SHINGLES IN ACCORDANCE WITH THE FLORIDA BUILDING CODF-2001 F-DrrION,SECTION
OF 10
General Notes and Specifications for Seeflon 7 Tables:
The design loads for Section I RmA p&fW Systano for Open.partially Enclosaill,and Enclosed W
Structures am In compliance with 114 FLORIDA BUILDING C0004 Mean Rod HeV4 V to 301,Rod Slope
D'to Ar;ExImsurm 13'.Importance famors of 0.T7 V apen WuOurss&wrOm MOM WW 1-0 for glass
room pressure in NW:
Design Loads for 12.0(r
Root Panels for Open.Partially En d,a Enclosed Sbvctums
I Glass R� 12"x VARIOUS HEIGHT 5 RIB RISER ROOF PANEL
Open scroso pstally- Emlosedl Over Hvv SC ALE. r a I'-V
W" Rook bmwand AN Amok
vel"aw mcm I Nab a Now S Note 3 N.003 Table 7.1.1 Allowable Spans for Industry Standard Riser Panels for Various Loads Table 7.1.3 Allowable Spans for Indus"Standard Riser Panels for Various Loads
IN MR-H 4201.j;�_S .101:j =201-Ndall -201-NaagS 420/-Ncftg] Aluminum Alloy 3105 M-14 or H-25 AJurninum Alloy 3105 H-14 or H-n
.-111M.P.14 120J." +Iai�ll +201-* _720-J.- 4201- i-ve z ir a 0114"1 ar A Rlb Riew Parmle Gw"ROOM& rsirasAirzariltibmw fusse Rama
in mr." +201.- *101.13 45 f---- --201." open soudwo Scrumn 144am for"Ry EAG LICAMW Wwhwq I Open 3tiMA" Scrawn R9mm Partially tftdc.�
123 11JUL 1201.- +101-13-2 4201-1 #20 1.1. 201." wkw Mmo4k*od Rod conclimm Wind M Afto Ovwhmv 1
130".0 1-15 :32 * III-*" 12DI-' conow-W
21*- 2 X __ !2 R000d lu 3 4 143 3 4 IU .3 1 IU 3 AN F49bm ILI 1 3 1 4 IL2 1 3 4 142 : 3 4 14.2 3 4 Ad
1.211.; 1 1 Si, spee spes "An am" somi "- &son PE" apse spsm span pan R"b Mina "m ap" apse aw We" span "m
150"A -101-20 1. 4301-' -301.' apse Go- span span Rooft
lad JAPH C4r So IFI-10 V-11' to So 4Lr T�r S-r 4,S' So I Tr Tr Ida MPH Ifr-I IS-V -ITe 164r IWAO' W-r I v-v I vo jr-IF -73--r fx---Ir r-v
Ailed loo idr-lu- -V7-
-ad carp"andlor gins mondL Ila MFW FF f4r So Vr F-,r 7.111 4LI V So� 41,r S-7 I F-r -Z47,- liamem so 17,r IZ-V JCjr lr.li" Iffr t-l' Zo is-7 r-W-
-av 12.7
YLI I- _T4F - 0" .11 1-111 120 a" -Fi FF, -iv-4T-7�7 7s-4r--W-it- mr c-i- -cr-cr--jr,-r
In Mpm r-r S-V rr F-v r-iFF 4'4r 47- Ti V 7_1 I- I-
I - ---- -7-
-_W 112IMPH 94r lif.1cr ll%I" iv.i* iiF-Jur mr YWr e--7' oLv -I F-4- 1 ILI. r_v
Fres-standkV corports I Covers%wiM morlo-sloped mofs. Tn MPH -V So v-f SW ro fLiv x4r A-r dro S-ld' No 4LI sLe
130 MPH 3,11. 'Fur r,,. -77- T 7.71 C_v 4r4r y4r C-r o 11�1 LIr 136 MPH V7- 10`41' 1174F IT.i- lFr 747" r7 Fv ST7 Ia4r W-11
is- T4r_ 94e icrr
Note 1, Per ASCE 7-98 Table 6-3A with I a 0.TT A mono-slops factor a 0.7S. 140 MF" F-r 4o Yl�l r-r F4 jFw 4 7--7,r--Tr 47 14AMPH F-I* 9-11* 19-r lro v4r Me f-e W.1- So
__'Fr_ - -FF---r7-1 _j
Now 2: Per FBC table 2DO2.L lbOMPHI X-r L_,F-W I 4-4r I vo F-li, 7-7 3-4 IT V, 1'4r IsaMPHL_147 14co If-'"I F-l"I 64r I V-lu-I r-r I-mr-t- I r4r -Trr,-- < LLJ
Note 3: Par ASCE 7-98 Table 6-3B Main RcdAros&Overhangs. mir x ir x*.Cw i m a m pioar rw-we Gum Ancals rxirxLdW2qr$MRH�pmwW 0"s Rams n 0
Nots 4� Per ASCE T-N Table 6�3h Main Pad Am,a ovoetangs. ozo
to be Open alructipas 11"am Aaams rat"T§:,W,"d &WAMW overmilg/ 00- acnmm Room ftfsfift Encl.*" Anoweed ovedwwf I x 0
Note L, Rod system as&4 supportrV betwegn bows WW supports and thus are wliml Mm"�pa Raof canulavor wkw "ame.4VAP"Rea c4nollmot
the rnain karnst-a*"Wmpmwft but anve ft systarns am also Cladding cuoVundrtm.design ltogioo 1&1 3 1 4 ILI Zsn 1 4 ILI 3 AN Rook- -I
ap 1 .4 IU 3 1 4 U 1 3 4 US 3 1 -6 IU 3" 1 ap4m 1U 3 4 AS
loods am bm cornponenta wd deddhV tabiaL apse V" OWN spen "m SPER span P" We mpma "all kmal "m OPM &Psa spen P.O P.O spas sp 4PON spas span Room z Z
ED -
Nots Be To davalop the design load tables fix ro�systons.to edge strip and conmor boads of Table Too WMPH-f4-r r-r c-c r-r ir-r I 9,-c 4r.r s.r so c4r s-i I- wo r-c h" 10-11'I l4LI- 14'4� IF-r 10-11- W4' F-111' 4r 11r-41 WO 1*�j I` 'r-W fj)
5-30 ftm ASCE T�n word a4usted by an linportance Factor of 0.77.Mon041OPed md factor is 0.15. 1 in mpm� r4r s.icr &iv r-r Ir-11'1 04* 4.r S�r 50 Co So S-r 7-7 1110ft 1 Vr I 7,r ISo IF4r IF-e Iff4r F-r 11*0 1.7-,r fo I.To 1,C.I- x4r, L1j
C-10, LU
The hkv yalues-averaged 10 Create#m;design vskm usW by tw agofto 10 Pmats tO V-r F-r 4" in 0-H f4r 17o 170 lAro 19�r Ifo 94F 1940' 111-1- lr-r ISO lyr It�cr 0 0 ca
20 MPH 174, S-r 717 0 z -j
L _10
all-able spen U"-IT*moxion me In w-m
ft akmvbie span fnxn b a de0on bad dvd rnalzims dv 122 MPH If-c F-S, So So W-C fro T-I S lr.r S.r Lr jr-c if-7 -Tz-v Iro Iff-r IF-r 9-r Id'o -7rlir-ilar Fv ir4r mv IF-0, d
ud am r-r r-r F-C So S-7 IrZ 3LIF 3 1:15: C4r R-11' F-I 1'_I I* im am w-r tiLe iv4r ic.v ir4r -iro F-r I ffr lo-4r t4r Iz-v 1;r.r W-W 93 <
panal's offective wind arms. ad LIJ
140 MM X-Ir 4LIl" 9-l' Ir-r 74r r-ler To T-lir Vo 4LIOR ILIOP IA4 WIN 941' 190 10.11' I.T4r ISO IrLe 11 lop-111, IF-W
Note 111; To dmlop ev dwlgn load tables for nxi systBros ond ovwtanga for enclosed mincturms.#0 ;41* mr-I I- jrr 1 9)
edge strip and corrm kmft cd 1 SWIB of the FOC war*averaged to Croats Ow dmJW vmk"used by iso MPH- 3LlZo =44r 41-1v s-ii- rr rr x4r 4,�r W-r To Wo 4%r 110 in am IlLe IZ-1a, IS-10' ic-r IL41 I , I F-V icro X-1cr 9) Z
#4 m1gottlim to liermuts to allowable IW tables.The ailp*mn selods the WW*able span frorn 1A 1-Ur a Ir x CVr 2 ar S M Now Pmwo QW"Ame"m - r x ir a GAW 2 ar 11 Rib fthw Pansis Wass R� :5 C) 9 C4
design bed that-tot"to parw$wfm�wkd arem. opffin samadurms 506m Room Pollak Emwe"d bido"d Over"I OP"skmcbm" SGrmn Rome rantally Ovwhwq 1 0 =) tl� COD
wind Mans4moped Rod WkW jdmmslopap�d candlmver _j
AM
k,14
,.4r
9-v r-ir 4�,
4 1&1 3 4 IU 3 4 IU A AN ZIU�F3 4 IU 3 4 l4ut 3 4 ILI 3 4 Ad co
R&V�- 1&2 3 01
Notay: "aliplic C41
sPda som won aped " Apse span vm Pan spam RPM Rook apse mpm Span apse SIN10 open ap" as" Nm ap" OW &P.O R*06 Z (v
a we V to V Igo MPH S-19, r-r' ne Iro 190 Iff-lP 54, F�r 9.1, S_r sLiV ro 7.8, 100 mm IS-C It-lP 11rr ISLIN' =4' Ur 11--r 10-111- Illo IS-11* lWo 1jr-W -f-T > Uj
110 am s4r So lr.111 So Igo lq-r 'r-jr. V_r S'r Sr
c 6`41, W-F ro Ila wm izo ir-or ir�r I rr =-7, zr-w ia-ir tm, ir-c iro jr-1- jrr 'r-W 2�Z
120 MPH V-r f-r fo TLIV FLID' 1174r V4r F.10' L-1-Ir V.tl- C-1 F-r I z4r In mmi IlLr iA!-r it-tw lr-r zi%r 2vo ia,4r mr mr ir-4- jrr 1S.W Ir-cr LU -
122 AW" 9-1* $Le ro T-11* W-ir W-11' ro JP4r V-Ilr 1LIW 9-11' UP Z-C 122 MPH IlLI* 14LV IC-r lr-r ZILr _21-0 Iff-l' 17-W IXr I lW-7- jc-lr. ISIT W
130 S-11* X-r W 0
lr-l* F-r r-r 1r4F W-7' 44r S4' So �Vo SO IV MW l4ro 17-10, W.I. 190 21JL4` 21Y�r To 17.r IX-10' lW_r 414LS, i4fo 'r4r _J ILI
UNIFORM LOAD UNIFORM LOAD 141' So 1 6-11" r-r E I=1 =1F r�r Fr 6-0 V4r So S_r zr 141 NM-70'--2-p iy-r iTr w-ur toro ir-ii, irr ii lro I 0`4r 174r _2C4r �r_cr <
150 MPH 4f4r So I F-r I C-11" fAr NO I jr-l' SO W.I* r�r 9-r F-C Z-I* is KIM F-r 1Z.r IT-10. 14v-ll* - U)
NUW TOW fad pm*Wm-most Wkm*MA WWO 4 U.WWV. 111:R - 11ro If-lir ILIV 10-111' 11LI*I Jrr 1,T-r 4�_W
Nolm ToW rod pind wkift rma wWlh was wklh 4 ovortang.
Table 7.1.2 Allowable Spans for Industry Staixiard Riser Panels for Various Loads
Alu-Inum Alloy 3105 W`14 or H45 W
9 c,1
A B A I-Ifr x tr it CAW ser A Pm ahbw parom Glass Rowns CL !15
1 Open ftucox" Sav"Room huuwv Endo"d Ov*rhmt%1 010 x 11-11r WASHER HEAL)S.M.S.
SINGLE SPAN CANTILEVER I OR SINGLE SPAN wmd Man-Stoped Rbd I ce"Isw4w (1)98 x 117 WITH HEAD THRO"BOX HEADER 1r D.0
Realms Is.2 4 1112 1 3 4 J&2 3 4 AN SALS.TOP OF EACH RISER
I INTO HOST STRUCTURE
mpmn I -IL ap" open spen apse As" as" ap4m 1 8,pumml I ,s,.
UNIFCRM LOAD UNIFORM LOAD Ida mM -So c-ir c-ii, jr-r I ia-f- iv-d- s-or vT fLe S-3' fro F-r BOX HEADF-Ft
lid OU44 S__ F-r 941' 11 go ir-11" 4'4r' -1 F_F,7'-T-
ill LI1 r-r 74r
___V --- ROOF PAN
I i I I I F 126 Mi-H C-11* -64r 11`4- ro Ur go 4'�r so S-7- 74r 4F 9-ld- 7�r BEAD OF CAULKING ALONG TOP OF
123 MPH 4LI1r SAP sLi, rr wo _c_r S17---S7- 4,_J- F-S,- So 7 BOX HEADER Uj
113o OR f�n__�Lo X-iv- Fr sc 4-r So S-r rr
F-V rir 1-11- 4- 1 _r z4r LIJ
IIAOMPH r-W F�r W-7"' (3)PER ROOF PAN#8 x Yr NOTES;-
Jim -77--T7-1 374r I ff-- S-101 Wo I 4�-Jgr i. WHEN HO.ST STRUCTURE 13 L)
_!Z_ vW HEAD S.M.S.D.C.WWTO Q
A c A c D i-irr a ir it CAW I mr A Rib Almor panWs Glow Roo" BEAM MASONRY USE.1114'x I-14'DRIVE
2 SPAN 3 SPAN OPM savdAffma swom Rmam, ftfuwlv Lido"d PINS OR 11V x 2-Ijr
m!T:fte.4 R.0 =1 (3)PER ROOF PAN#10 x I' THUNDERBOLTS
wkw US 1 4 IU 3 4 IU 3 4 Im 3 4 All WTTH S.M.&THROUGH ROOF 2.FASTEN THE EXCISTING
UNIFORM LOAD mme apm spen spas Ewa as" Assn spen apsa apse 11 mm R0001 PAN AND BOX HEADER D.C. SUB--FASCIA TO RAFTER TAILS
loo MPH sLiv I r-r r-ir r-iir vmv iv_v s4r So gLicr so S_iv I r_r 7o 1 INTO HOST STRUCTURE
lo mm S-r V-111 ro r4i, ia-r ivo s-v rr c4r s r_r FIRST WITH 910 x r S.MS.
!4
In 6114f So fo V-1- 0-11- 10.r Wo S-11' Z-5, PAN ROOF AND BOX HEADER
123 MPH S-r t-S' r-r r4r r-iv icr-v co SLur S-il- r-ii- ex r-r z_r
1381NN 4!-Ilr F.,r F-C ro C`0 Wo 4-4r F-r SO Co S-Ir 5%11' Z-r SCALE. N.T.S.
140 au-m c4r V-ur I sLiv r4r 9-11 1 mr-e No I F-r I So XQ-
A 13 C D E Imm -7:F 1 r-r-r`Sr 7_- -- m --
4 SPAN 1-1 x Ir x CAW I w A Rib Itimer Ponsis 04"ROOM
NOTES: open amm6mes, Sormen Rawma P=%Wlr anchm" ovmtmq I SCLOWil HOMO PrCKkK;t5,k-A
mild mwd��Rod caullowder
11.1 9 Span Lano R09W IL2 3 4 ILZ 3 1- All 0(3
.P. .4 1162 .3 4 IU 3 1 . J, /(t,
4 a Ovedwg Lwoh -PM spa Pon 6"n P- opm RP" "" W ft"ft Jeffroy T Me -
AN SW4 Imtod in the tables we for equally wpodd distances bat"m supports or anchor points. ur lwc SHEET'
104 MPH F I f Vr lZo Ir-11* f-C ILlir r.11* lr-r V_- I So S-r CW L�M13
3- Panels AW not be spliCed LxoNk at supports. Lia mpm_EE__EIL_E_.r mii* i2*.e ir-r �Liv rLe rr S.r r4r aLr T-Ir
120 MPH S-r T-r r4r r-r m-r iiLm r imv r.v S.icr r-r ro Z-10'
rr X-1
_123 JAPH -r ro ]V-r ll.r 11_Jlr So V-I(r V-11* So r-,*
130HPH V-10' Tr r-r r4r 11LI, ill F F-71 ff r 5.3" -VFI-,r C-11, 7_r P.O. Dox 6444
SPAN EXAMPLES FOR SECTION 7 TABLES I'd MPH S-r F-11r I r4r ldr-11* C-11 fIr 1`41 Fr 9_0, r4rr Z.
�m a-PH F-C Ir-r So 21; -174- C-111'I F-11' d-V 9.1- V�r ILV Z-r Jzckson,419, FL 3W36
SCALE. N.T.S. Now.Total md p"*M room wM+vml vAM 4 merhmrS 904-766-9241 OF 10
0.02.,r x Ir ALUMINUM BRK 110 X 0 SMA Wi 114 X I-vr
PAN ROOF ANCHORING DETAILS MTL RIDGE CAP S.S.NEOPRENE WASHER g
SEALANT
PAN HEADER(BREAK- VARIABLE HEIGHT RIDGE SEALANT
FORMED OR EXTJ BEAM EXTRUSION
98 x 9119TEK SCREW$Q #8 x 911 Ir TFA SCREW f*
RIDGE CAP
PAN RIBS EACH SIDE HEADERS AND PANELS ON D.C.
BOTH SIDES OF BEAM FOR
GABLED APPLICATION
CAULK ALL EXPOSED SCREW ROOF PANEL
HEADS&WASHERS
#5 z llr S.M.S,(3)PER PAN
AND(1)AT PAN RISER
ALTERNATE CONNECTIOtwt PAN OR COMPOSITE ROOF inr x.T x 3'POST OR SIMILAR (3)IM-0 THR"OLTS(TYP.)
08 x IAW SCREWS(3)PER 14,11
PAN INTO BEAM THROUGH PANEL —1 R M x Wlir TEK SCREW 9 r
BOXED END OF PAN AND #8 x lJr S.M.S.(3)PER PAN O.C.BOTH SIDES
HEADER ALONG PAN BOTTOM
PANEL ROOF TO RIDGE BEAM ip POST DETAIL
ROOF PANEL TO BEAM DETAIL SCALE-*r V-(r
SCALE:r a l'-T 0.024X lr ALUMINUM BRK flo X Ar S.M.S.ww 19 I.Itz* 9)
MTL RIDGE CAP
WHEN FASTENING PANELS NEOPRENE WASHER 9 r O.C. 2 w
OR PANS TO WOOD PLATE$ FOR PAN ROOFS: . .... . 0 M
. .. ........ .........
SCREWS SHALL HAVE A RIDGE SEALANT
(3)EACH#0 x Irt LONG S.M.S. VARLABLE HEIGHT 0 Z C)
MINIMUM EMBEDMENT OF V .. ...... ..... ......... PER lr PANEL BEAM Em:TRUSfON ........
. ...... .....
....... .....
08 19118'TEK SCREW Or
.......... 0
CAULK ALL EXPOSED SCREW D.C. Z Z
HEADS A WASHERS
ROOF PANELt
FOR COMPOSITE ROOFS: ROOF PANEL 0 ULI
#l3Xp+mS-M,S.W( (PER TABLES SECTION 7) z <
1-V4'0 FENDER WASHERS C)
0 12'O.C.(LENGTH SUPPORTING BEAM r s SELF MATING BEAM <
ILI C3
PANEL THtCKNESS+1*) (PER TABLES) lAr WELDED PLATE SADDLE V) w 0
0 ROOF BEARING ELEMENT W1(2)V4-THRU-BOLTS It Lu z
0 CN C)
(SHOWN)AND 2V O.C.Cl 95 RE!"IMBEDDED IN TOP
NON-BEARING ELEMENT(SIDE OF CONCRETE COLUMN(BY u- cp
WALLS) OTHERS) .4, V- 0410
6-" c� LU
ROOF PANEL TO BEAM FASTENING DETAIL PANEL ROOF TO RIDGE BEAM 0 CONCRETE POST DETAIL z 0
> ui
SCALE; r V-(r SCALE.*Z'-V-Cr
2� Z
LU
w
) 0
U-1
;c
uj
oil—
$outhern Home Pmducm,Im
j
JGffrey T Me s
CBC OM13 IPHEET
P.O. Box 64,0
Jacksonville, FL 3W36
904-766-9241 OF 10
#a It i1r ALL PURPOSE PLACE SUPER OR EXTRUDED
SCREW @ Ir O.Q #8 x itr WASHER HEADED GUTTER BEHIND DRIP EDGE lir 0 SCH.40 PVC FERRULE
EiREAKFORM FLASHING CAULK ALL EXPOSED SCREW CORROSIVE RESISTANT WPAN ROOF PANEL
10, HEADS SCREWS 0 r D.C. (Milt SLOPE lie:11
ALUMINUM FLASHING EXISTING TRUSS OR PAFFUrER (3)#8 It 3/4-S.M.S.PER PAN W1
SEALANT UNDER FLASHING LUMBER BLOCKING TO FIT 314-ALUMINUM PAN WASHER
PLYWOOD i Oss BRIDGE mo x r s-m-s.a ir D.C. CAULK EXPOSED SCREW
r COMPOSITE OR PAN ROOF FILLER HEADS
(SPAN PER TABLE SEALANT
3'COMPOSITE ROOF PANEL EXTRUDED OR 114.x r LAO SCREW(1)PER
(SEE SPAN TABLE) TRUSS/RAFTER TAIL AND
EXISTING FASCIA SUPER GUTTER
iw x r LAG SCREW MID WAY
STRIP SEALANT BETWEEN SEALANT BETWEEN RAFTER TAILS
FASCIAAND HEADER SUPER OR EXTRUDED GUTTER
11r SHM R=FASTEN TO EXISTING ROOF TO PAN ROOF PANEL DETAIL I
PANEL Wf I'FINE THREAD
SHEET ROCK SCREWS 6 lir NOTE: WHEN SEPARATION BETWEEN SCALE;-r-TO
O.C.EACH WAY DRIP EDGE AND PANEL IS COMPOSITE ROOF: 1/4'0 X 4" EXISTING FASCIA PLACE SUPER OR EXTRUDED 9)
FASTENINQ SCREW SHOULD LESS THAN 31C THE FLASHING EXISTING TRUSS OR RAFTER GUTTER BEHIND DRIP EDGE -j
LAG SCREWS W1 1-114"0 M < w
BE A MK OF VEACK FROM SYSTEU SHOM4 13 REQUIRED FENDER WASHERS 0 lZ-D.C. SEALANT 0 =) a
THE EDGE OF FLASHING THRV PANEL INTO 2 x 2 #lox r S.M.S.a Ir D.C. 0 z
PAN ROOF: 86 S.M.S.X W Q IX <
ALTERNATE DETAIL FOR FLASHING ON SHINGL9 ROOFS 4-D.C.OR(3)PER PANEL 11r 0 SCH.40 PVC FERRULE It 2
SCALE-- r m I'-(r 2X r x O.&W HOLLOW EXT. SEALWr z z
1. FLASHING TO BE INSTALLED A Mitt tr UNDER THE FIRST ROW OF SHINGLES. 0 -
I STANDARD COIL FOR FLASHING 13 ltr .019 MIL COL. 0 CD
5flr0xVLONG(M1N.)LAG (1)#8 It WC PER PAN RIB C) in -i -j
I FIRST ROW OF EXISTING NAILS MUST BE REMCIVED TO INSTALL FLASHING PROPERLY. LIJ -
SCREW FOR 1-Irr SLOPE 0 =) z
4. FLASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE CAULK EXPOSED SCREW 0 ED 0 1--
& HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO EMBEDMENT(MIN.)INTO a Y HEADS 9) Lu
RAFTER OR TRUSS TAIL ca LU <
BE INSTALLED, 0
& F THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER r PAN ROOF PANEL 0 J�-
CONVENTIONAL RAFTER OR EXTRLOED OR (MIN.SLOPE 1/4'-.1) It LU z
13 MORE THAN 1*THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TRUSS TAIL V4'x r LAG SCREW(1)PER SUPER GUTTER 0
TO THIS DROP. nvo
TRUSS I RAFTERTAAL AM 7 HEADER EXTRUSION 1 0 0
T- WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED.ir 1W x VLAG SCREW MID WAY FASTEN TO PANEL Wf(3) LL 011--
'Iff f')
.03 MIL ROLLFORM Oft r BREAKFORM IS BEST SUITED FOR HEADER SINCE IT BETWEEN RAFTER TAILS #8 1 lJr S.M.S.EACH PANEL 0 LU
KEEPS THE FLAP UP OF THE HEADER BACK FROM THE EDGE OF THE FLASHING. 5�
IL WHEN SEPARATION BETWEEN DRIP FOG AND PANEL FLASHING 13 REQUIRED itr SUPER OR EXTRUDED GUTTEA z V) 0
04
SEPARATION MINIMUM. WEDGE ROOF CONNECTION DETAIL EXISTING ROOF TO PAN ROOF PANEL DETAIL 2 w
0. STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO WS7ALLATIOM SCALF-r 1*0 SCALF-r v-v X
z Z j--
w -
LU
0
PLACE SUPER GUTTER SEALANT _j U.
BEHIND DRIP EDGE FLASHING OA24'OR 26 GA.
$10 x 4*S.M.S.W/1-1frO GALV.
... FENDER WASHER 0 Ir O.Q ':-5.
CAULK SCREW HEADS&
E.XISTING TRUSS OR RAFTER - ::7 WASHER$
Lq
SEALANT - CAULK E*1OSED SCREW 14
r x r x omr x BEAM DEPTH+ t7—
HEADS
4'ATTACH ANGLE*A7 TO
31 COMPOSITE ROOF PANEL FASCIA VW 2-3W LAG
(MIN.SLOPE 114':11 SCREWS 0 EACH ANGLE
11,V x r LAO SCREW(i)PER - — — — — — —\—
TRUSS I RAFTER TAIL 8
1/r 0 SCH.40 PVC FERRULE
EXISTING FASM EXTRUDED OR MIN.r x Wx O�LW S.".(4) 0
SUPER GUTTER 810 S.M.S. EACH ANGLE 0
EACH SIDE a RECEIVING CHANNEL OVER r x Ir S.M.&W1(4)010 uj
SUPER OR EXTRUDED GUTTER-E)USTING ROOF TO t S.M.S.0 EACH AN
BEAM ANGLE PROVIDE.0.0W GLE
7
SPACER 6 PF-CENWG EACH SIDE
COMPOSITE ROOF PANEL DETAIL I -
SCALE: r 1*-T A a- CHANNEL ANCHOR POINTS(2) NOTCH ANGLE OPTICINAL
PLACE SUPER OR EXTRUD,ED #10 x r S.M.S.@ 24*O.C. #10 It 2-1re SALS.Q RAFTER
t
GUTTER BEHIND DRIP EDGE TALS OR 0 r O.C.MAX W MUST REMAIN FOR ANGLE
v
lJr 0 SCH.40 PVC FERRULE r It Ir SUB FASCIA STRENGTH 0
EXISTING TRUSS OR A- WIDTH RECI.FOR GUTTER
iW It r LAO SCREW(1)PER 0-OVERHANG DIMENSION
TRUSS I RAFTER TAIL CANTILEVERED BEAM CONNECTION AT FASCIA(END VIEW)
SCAM r m I-Cr
SEALANT BEAM TO WALL CONNECTION'
r COMPOSITE ROOF PANEL (2)r x r It 0,0W EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL W1 MIN.(Z)31Ir x r
LAO SCREWS PER SIDE OR(2)IJ4x 2-11V CONCRETE ANCHORS TO CONCRM OR MASONRY
(MIN.SLOPE IA*:11 WALL ADD(1)ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN 3-
cAuLm EXPOSED SCREW
HEADS
r HEADER EXTRUSION (ALTERNATE)(1)1-3/4'x 1,V4'x 1-3W It lAr INTERNAL U-CUP ATTACHED To WOOD WALL W1 MIN.(3) jsffmy T. We IS
EXISTING FASCIA EXTRUDED CA FASTEN TO PANEL W1 3W It r LAO SCREM PER SIDE OR(3)IW X 2-11,C CONCRETE ANO-IORS TO CONCRETE OR
SUPER GUTTER #0 x lfr S.M.S.EACH SIDE MASONRY WALL ADD(1)ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN r r,'9C C47713 EET
SEALANT @ 12-D.C.AND FASTEN TO
GUTTER W1 LAG SOLT AS
SHOWN
SUPER OR EXTRUDED GUTTER EXISTING ROOF TO CANTILEVEREO BEAM CONNECTION TO FASCIA DETAIL P.O. Sox 6U4 10
COMPOSIT9 ROOF PANEL DETAIL 2 SCALe r a l'-(r Jac�--cnvil!% FL 3WW
SCALE: r g vo 904.7&i-9241 OF 10
INDUSTRY STANDARD ROOF PANELS PAN ROOF ANCHORING-DETAILS Jeffrey T. ft
EXISTING TRUSS OR RAFTER Ir X T X W 0.024-MIN,BPEAX CEIG OMI
ALTERNATE CONNECTIOW. FORMED FLASHING
(3)#8 SCREWS PER PAN WITH SEALANT
V MINIMUM EMBEDMENT INTO
FASCIA THROUGH PAN BOXED HEADER(SEE NOTE BELOW) PAN ROOF PANEL P.O.Box
END nviffs,FL
904-76&,924
OR W4
EXISTING TRUSS OR RAFTER (2)#10 z 1-117 S.M.$.
120 WIDE x VARIOUS KEIGH'T RISER ROOF PANEL WOOD SCREW PER RAFTER
'effr9
c E y TT
'o"
0 X
ripffs FL
904-76&004
$10 x I-llr SA.S.(2)PER
SCALE. r-v-v RAFTER OR TRUSS TAIL ROOF PANEL OR TRUSS TAIL AL F
#10 x 3/4'S.M.S.a tr D.C. ALTERNATE:
#8 x 11r S.M.S.(3)PER PAN 910 X 3fo S.M.S,OR WOOD
EXISTING FASCIA (BOTTOM3 AND(1)0 RISER SCREW SPACED a ir D.C.
ROOF PANEL TO FASCIA DETAIL EXISTING FASCIA
lzIXr somm r-1*-V
12'WIDE x 30 RISER INTERLOCIUNG ROOF PANEL SEALANT POST AND BEAM(PER
SCALE;r-l-V FOR MASONRY USE HEADER(SEE NOTE BELOW) TABLES) 9)
Ve z I-lW MASONRY 2 < LLJ
ANCHOR OR EQUAL 0 24-O.C. 0 p C)
FOR WOOD USE#10 x 1-ire Z C)
S.M.&OR WOOD SCREWS 0 ALTERNATE MOBILE HOME FLASHING wo < Q
> T rO.C. FOR FOURTH WALL CONSTRUMON W 2 0
ROOF PANEL 5zz
EXISTING HOST STRUCTURE" PAN ROOF PANELS 0 —
WOW FRAME,MASONRY OR C3 cn
CLEATED ROOF PANEL #9 s 1/;r S.M.S.(3)PER PAN SCALE. r w V0 co _j -i
OTHER CONSTRUCTION (BOTTOM)AND(1)9 RISER C) W 5 z
SELECT PANEL DEPTH FROM SCALE.- r-11-w ALUMINUM SKIN (TOP) INSTALLATION NOTES; ", w o
TABLES C/3 <
F- ELP.S.CORE ROOF PANEL TO WALL DETAIL A. PLACE(2)BEADS OF CAULKING ON BACK SIDE Of HEADER BEFORE INSTALLING. co UJ E
, SCALE-2'a 1*-W cf) w �:! 0
......... L B,SLIDE I'TAB A.T TOP OF HEADER UNDER D?JP EDGF_DO NOT PUSH DRIP EDGE UP. 9) CC ui
z
us .......... SIDE CONNECTIONS VARY 5 0 cm
(DO NOT AFFECT SPANS) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH(3)EACH 08 x Irr LONG DRIP EDGE MUST MAINTAIN SAME PLANS AS SLOPE OF ROOF, 10 0
C6 0 ... ... CORROSION RESISTANT SHEET MEIALSCREWS WTTH iJr WASHERS, ALLSCREWHEADS Q
El SHALL 09 CALUED OR SHALL HAVE NEOPRENE CASKET BETWEEN THE WASHER AND THE C. FASTEN HEADER TO FASCIA BOARD WITH#10 z V SCREWS Q Ir O.C.STAGGERED V, Nio
e__ PAN. PAN RIBS SHALL RECEIVE ji)EACH 88 x llr SCREW EACH.THE PANS MALY BE TOP AND BOTTOM(SEE DETAIL ABOVE) C) Lu
C)
ANCHORED THROUGH BQXED PAN WITH(3)EACH#8 x 11 OF THE ABOVE SCREW TYPES AND D.PLACE PAN ROOF PANEL INTO HEADER AND ATTACH TO 4TH WALL POST AND BEAM z C14
COMPOSITE ROOF PANEL[INDUSTRY STANDARD] THE ABOVE SPECIFIED RIZER SCREW. 08 911ir TEK SCREWS ARE ALLOWED AS A 52
SUBSTITUTE FOR#8 x lJr&M.S. SYSTEM ONLY. 00 NOT ATTACH TO HEADER. HEADER 13 USED AS RASHING ONLY. 3:
U,
SCAI-E. r-v4r �i z
Lu
Uj
0
COMPOSITE ROOF ANCHORING DETAILS <
EASTING TRUSS OR RAFTER HOST STRUCTURE TRUSS OR co
r x T x r O.a2,r MIN.OREM RAFTER
#8 x ltr SAA SPACED FORMED FLASHING I-FASCIA(MIN.)
EXISTING TRUSS Oft RAFTER a r O.Q BOTH SIDES uj
#10 X 1-Ur SJAS.Oft WOOD ROOF PANEL BREAK FORIAED METAL SAME
WOW SCREW(2)PER RAFTER - THICKNESS AS PAN (MiN.) a-
ANCHOR TO FASCIA AND
OR TRUSS TAL d
(2)010 X 1-11.r S.M.S.OR RIZER OF PAN AS SHOWN
WOOD SCREW PER RAFTER -
#l0X.VVS.K.%ORWOOD
SCREW SPACED Q Ir O.r_ OR TRUSS TA& NO x 31v SCREWS g a,o.r-
ROOF PANEL
ALTERNATE. 88 X llr SCREWS 0 EACH RIB, (D
EXISTING FASCA ll0x3ieSAL%ORWOOD I ROOF PANEL a)
ROOF PANEL TO FASCIA DETAIL SCREW SPACED a 12,O.C. uj
SCALE- r 1'4r SCREW#10 x(Y 1/2)
EXISTING HOST STRUGTURF- EXISTING FASCIA
WOOD HIAME.MASONRY OR
04 x lir S.M.S.SPACED
OTHER CONSTRUCTION a Ir D.C.BOTH SIDES POST AND 13EAM(PER
FOR MASONRY USE TABLES)
114'x 1-1/4*MASONRY
ANCHOR OR EQUAL 0 2V O.C. HEADER(SEE NOTE BELOW) _j
FOR WOOD USE#10 x I-lir
$.M.S.OR WOW Scp"S a #8 X lfr SM.&0 r O.m
ir O.m ... ROW PANEL ALTERNATE MOBILE HOME FLASHING I
FOR FOURTH WALL CONSTRUCTION FOR MASONRY USE
Wir X i-1w MASONRY
COMPOSITE ROOF PANELS EXISTING HOST STRUCTURE: ANCHOR OR EQUAL
ROOF PANEL To WALL DETAIL SCALE. r a 1'4r WOOD FRAMIL MASONRY OR 0 2r O.C.FOR WOOD USE
SCALE: r A ro OTHER CONSTRUCTION #10 It I-Itt S.M.S.OR wc=
INSTALLA,noN NOTES- SCREWS a ir o.c.
NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS avrTs OR THE SUB-FASCLA A. PLACE(2)BEADS OF CAULKING ON BACK SIDE OF HEADER BEFORE INSTALLING.
FRAMING WHERE POSSIBLE ONLY 15%OF SCREWS CAN BE OUTSIDE THE TRUSS BVFTS-
SUB-FASCA AND THOSE AREAS SHALL RAvE DOUBLE ANCHORS.ALL SCREWS INTO THE i—i—
HOST STRUCTURE SHALL HAVE MINIMUM 1-V4'WASHERS OR SHAU ISE WASHER B. SLIDE 1*TAB AT TOP OF HEADER UNDER DRIP EDGE DO NOT PUSH DRIP EDGE UP. ALTERNATE ROOF PANEL TO WALL DETAIL HE&
HEADED SCREW& DRIP EDGE MUST MAINTAIN SAME PLANE AS SLOPE OF ROOF. SCALE: r a 1,4r
HEADER INSIDE DIMENSION$HALL BE EQUAL TO PANEL OR P"S DEPTH V.THE WALL C. FASTEN HEADER TO FASCIA BOARD WITH$10 X V SCREWS Q Ir O.C.STAGGERED NOTE& ROOF PANELS SHALL BE ATTACHED TO THE HEADER Wl(3)EACH#8 x lir LONG
THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL TOP AND BOTTOM(SEE DETAIL ABOVE) CORROSION RESISTANT$.M.S.WI lIr WASHERS.ALL SCREW HEADS$HALL BE
WALL THimms. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHERAND THE PAN. 10
ANCHORS APPROPRIATE FOR THE MATERJAL CONNEMD TO.THE ANCHORS DETAILED D. PLACE COMPOSITE ROOF PANEL INTO HEADER AND ATTACH TO 4TI4 WALL POST AND PAN RIBS$HALL RECEIVE(1)EACH 08 z l/r SCREW EACK THE PANS MAY BE
ABOVE ARE BASED ON A LOAD FROM 120 M.P.H.FOR SBC SECTION 1606 FOR A BEAM SYSTEM ONLY. DO NOT ATTACH TO HEADER. HEADER IS USED AS FLASHING ANCHORED THROUGH OWED PAN W(3)EACH#8 x VOF THE ABOVE SCREW TYPES
MAXMUMI POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE ONLY. AND THE ABOVE SPECIFIED RIB SCREW. OF 10,
. ..........
COIL FLASHING COIL FLASHING Jef
#8 S-M,S-AT EACH IW x#8 S.M.S.AT EACH RISER J frayT. Wke
RISER P150 OM4.3
ALUMINUM ROOF PAN OR SEE ROOF PANEL TO BEAM
COMPOSITE ROOF PANELS DETAIL(SECTION 7)
SEE ROOF PANEL TO BEAM ALUMINUM ROOF PAN OR P.O. 3o%8444
DETAIL(SECTION T) COMPOSITE ROOF PANELS Jadwm fle,FL 32M
BEAM SPAN(SEE TABLE33,i2 T THRIJL BOLTS ff".)(SEE 904- ?86-0241
FOR SCREEN ROOMS&3.I.S TABLE 3.3) REMOVE VINYL SIDING AND
FOR GLASS ROOMS) SOFFIT ON THE WALL AND
BEAM SPAN(SEE TABLES 3.11 INSTALL SIMPSON CS-16 COIL
STRAP OR EQUAL FROM
THRU-BOLTS RV.)(SEE VARIES FOR SMEN ROOMS&3.1.5
FOR GLASS ROOMS) TRUSS I RAFTER TO BOTTOM
TA13LE 3.3) 17 MAX OF DOUBLE TOP PLATE JOIST
POST(SZE PER TABU 3.3) 0 EACH TRUSS I RAFTER. THE FLOOft,WALL.AND ROOF
SYSTEM ARE THAT OF MOBILE
I MANUFACTURED HOME
r x 0.026'RECEIVING IN.
CHANNEL OR r xr x 0.05V GUSSET wff x V x.DSV ALUM.
ANGLES AT EACH END OF G PLATE AND(1)810 x 3/4*TECK 0 a *[a a 0 NAIL STRAP W1 1fid COMMON
2 x BE-AM 0 TRUSS RWTER AND
DIAGONAL(SEE TABLE 3.3 FOR SIZE SAME AS SCREW 11 O.C,EA.WAY AND 0 a *)a a 0
DIAGRAM AND SCREW SIZES) USED ABOVE irZ IN FROM EDGES BOTH PERIMETER JOIST,SCREW EO
SIDES(SEE NOTES BELOW) 0 4 Ole 0 9 COIL STRAP TO SHEATHING W1 2 LLJ
IF RECEIVING CHANNEL USE a Ole 0 a #8 x I"DECK SCREWS a IV 0 a
O.C.VERTICALLY.REPLACE 0 z 0
(2)ROWS OF SCRIEWS INTO a-6-0 VINYL SIDING. cr <1 t)
POST OR BEAM INSTALL NEW or OR 6cr a: 2 0
AUGER ANCHOR PER RULE 5zz
POST(SIZE PER TA13LE 3.3) PROVIDE NEW V,Ir OR ISC 0 EACH NEW PIER. 0
FOR POST SIZE SEE TABLES ir x I r cmu PIER AND SOLID
321 FM SCREEN ROOMS FOUNDATION BLOCK Q F-V INSTALL Vr CAPJ%UAC;E SOLT
AND 322 FOR GLASS ROOMS THRU PFAMETFR JOIST AND 0 LU 5
MAX OZ,ALONG z <
USED
OR 32-3 FOR SCREEN ROOMS SEE POST TO BASE DETAILS STRAP TO NEW AUGER CD C)
CONVERTED TO GLASS OR ATTACHMENT WALL ANCHOR. cr) <
ENCLOSED ROOMS ui 0 E Lu
NOTES: — 0 r),
0, X Lu A,
FOR 0.0W WALL POST,USE GUSSET vd Ir x Ir x 0.0W ALUMINIUM PLATE. 0 C'i C)
SEE POST TO BASE FOR MOW WALL POST,USE GUSSET W ir x ir x G.DW ALUMINIUM PLATE. TYPICAL WALL SECTION FOR ATTACHMENT TO
CONNECTION DETAILS FOR 0.123-WALL POSr,USE GUSSET vd ir x 12'x 0.12V ALUL41NIUM PLATE. m
MOBILE I MANUFACTURED HOME alo,
LONG OVERHANG DETAIL SHORT OVERHANG-DETAIL SCALE. IW-1*0 Lu,
z co a
cli
SCALE. r 1*4r SCALE Z 1,-w IN x 2-11Z S.MS.a fr FROM Lu
#0 x I-11r S.M.S.43 W FROM ENDS.TOP OR BOTTOM AND
2� z
ENDS.TOP OR BOTTOM AND 9 IV D.C.OR PILOT HOLE W/ iii —
SOLID COVER VARIES a 16.O.c. CAP AND(1)AS x IJT S.M,S. w m
IINTERNAL Ir FROM ENDS.TOP Ix p 0
EDGEBEAM :Ly i
(SEE TABLE3.12 OR&1.4) ORBOTTOMAND1VO.C. L)
WINDOW HEADER(SEE TABLE 2.OV
3.1.3 OR 11A) MAXIMUM NOTH A VARIES I r t 2.0W(r
REMOVE VINYL SIDING AND CI-IAIR RAIL(SEE TABLE 3.1.3 If EWE BEAM SPAN O-Dw— 2.0cr Lu I
Q- g
INSTALL SIMPSON CS-1 5 COIL SHEETINO MINIMUM ONE SIDE 2-0(r
STRAP OR EQUAL FROM EACH ozar ALUMINUM OR I1Z COX 0.044
o.ow—
TRUSS i RAFTER TO KNEE
SOFFIT ON THE WALL AND OR ltQ bz cm
PLYWOOD
WALL STUDS lox D44" 0400
ADDMKMAL STUDS MAY BE
ADDED To ADJUST CHAIR RAIL
TO MA)L SPAN VARIES OPEN BACK SECTION PATIO SECTION SNAP CAP SECTION
MINIMUM SLA13(SEE DETAIL) WITH 20 x 20 x 0.0"a WITH 20 x 2"x O."4w WITH 2"x 20115W
PATIO sEcTiom PATIO SECTION PATIO SECTION
THE FLOOR,WALI,AND ROOF
ui
NAIL STRAP W1 I 5d COMMON SYSTEM ARE THAT OF MOBILE TYPICAL ELEVATION GLASS ROOM WALL EXTRUSIONS AND FASTENING DETAILS
@TRUSS RAFTER AND I MANUFACTURED HOME SOLID COVER \SCALE: r a V-w
PERIMETER JOIST.SCREW SCALE: Im* 1*-4r
COIL STRAP TO SHEATHING Aff WINDOW HEADER %F-
OB X 11-DECK SCREWS Q I V ANGLE(1)SIDE OR BLIND (SEE TABLE 311 3- A)
0.11 VERTICALLY.REPLACE KNEE WALL W1 2 x 4 P.T.P. SCREW VARIES (SEE WINDOW HEADER MAJUMUM WIDTH s VARIES
VINYL SIDING. TABLE 3.1.3 OR &1.4) EDGE OEM SPAN ca
BOTTOM PLATE,STUDS A —j
DOUBLE TOP PLATE.NAIL PER WINDOW ADDITION ANCHOR AM ah
TABLE 230&11 FLORIDA WIMIN.#10 x I"S.M.S.0 r OR SNAP CAP AS RECrD.
BUILDING CODE EACH STUD FROM EACH CORNER AND CHAIR RAIL
$HALL HAVE A SIMPSON SP-1 I r o.c.MAX (SEE 7AREIIJ OR&t.4) VARIES VARIES
OR EQUAL SHEATH WITH itr SHEIETING MIN.ONE SIDE
P.T.PLYWOOD NAILED W/#8 MAXIMUM WIDTH VARIES
COMMON IF D.C.EDGES AND ALUMINUM EMUSION EDGE BEAM SPAN 0.064(r ALUMINUM OR IJr
PLYWOOD
r V BOLT a ar O.C. 1Z O.C.FIELD OR CHAIR RAIL ADDITIONAL STUDS MAY BE
STRUICTIJRAL GRADE ADDED TO ADJUST CI-WR RAIL
THERMAL PLY FASTENED PER
TO MAX SPAN
THE MANUFACTURERS lyt 3
TYPE III FOOTING SPECIFICATIONS.STRAP x r,ADD I*x I'TUBING OR VARIES
SIMPSON COIL STRAP OVER KJCK PLATE VARIES I x r TO MATCH BUILD OUT IF HEET
SHEATHING MINIMUM MAO(SEE 0 REO11D
TYPICAL ELEVATION GLASS ROOM WALL TYPICAL SCREEN ROOM CONVERTED To GLASS ROOM WALL ELEVATION
f
ALTERNATE WALL SECTION FOR ATTACHMENT TO - SCALE: Vr a Nr NOM SCALE. IW-I'-W 2
MOBILE I MANUFACTURED HOME NOTE:FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE V X r x O.aW MATED W1 r x 2x FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE I"Kr x O.DW MATED W1 Z'x 21 x EXISTING
L SCALE: IA'a 1'-V EXISTING OR r x z,x o.aw MATED wrm r x z,x EXISTING OR r x r x a.DwMATED NTH r X r x EXISTING
General Notes and Specifications: General Notes and Spocifications for Section 3 Tables:
1.The kft**V ztrwcb�M we d"Viad to be"rrkw to bix*"wood treerm Wn x;b res of adequate The design loads for Section 3 Frame Members for Screen I%1W Room 4 01#"Rooms are in INTERIOR BEAM
structureI capacrty�The gonfrww I home owner"I ve*M go hoO structum is In good conilificin =npliancs with ft FLORIDA BUILDING CODE;Mom Rod Height Cr-30�Rod W�ps rx,M Irnportancs TABLE 3.1.4 OR 3.1.5
y HOST STRucTuRF OR
and of suftent&UwVM to hoW the proposed addition. Fnqtw w 0.77;Expows'g'Pressure Is in"F ALUMINUM ROOF SYSTEM FOURTH WALL FRAmE
2.1 Itiers is a question about the hod structure.the wner(at his qwn expen3e)"like an architeM Daigign Loads for Frarrie Msmhws of Screen I V11 I Glass Roorns PE41 SECTION 7
oVinser.or a ciertified home inspection=nparri to va*had Structure impacity. Sam"I virt-vi PAOM I Cie" I Rod PANS OR PANELS
F."Aft I pwua*two"d bKsad 1
3.The structures deal"d using tils section"be 11miled to a maximurn projecilm of I Ir from t*host vmw vewow Rwk we" Reaft www Rook I "- rT-
strumm Freestandmg x1rucUres Mall be knited to the maximum zpw*wid size limits of component NoW 2 N.M 3 Nd"4 1 11-10 4 Nom 5 wft a H 000,
PwbL LarW Vian toss lknb"he"alla spmft w**wt,9. 1w hLP.H +101.14 10 420 1,20 +17 +ZDI-iS 1 *201-27
1 10 A".H 0101-19 12 +20 1,U +20 42CI.19 42DIV
4.The bilowing rulas apply to wadirrienta invowh-q mobil@ and manufactund hww&, 12WO"dJH4 #101-23 14 +20 1�20 42A -201.= 4201-38 CARRIER BF-AM POST
JJL E COPY 123 MAN +101-24.2 14A 420 1-W.5 +251 .201.24.2 #2g 1-al
L Structures to be pWcad adjeceird ID a moblis I rnanufpciured hwd bug prior la I M I w M.P.H +101-27 29 420f.27 *20143
Ud pIam of ft mobk I marnifactuied horris aid Inspection I i !Ml
wall construction!or"prvivicle dglas +33 *301-n +201�52
rwpod WoN with adMw plans Aw alts specific mv$gw wW sed by ft wiginew.This applies to all
21 1 +301451 *35 -301,W 4201-110
scrWA I glass roorris W4 I or structures to be attached anclosedL
b.'Fourth wall construi;W wows t1w si*fttkin"be free sterOV WM only to mot R&W*V of to Q�load.
bNo wits behig atlx*ied.Tlie mad cornmort 11ourth wag awistrLictioin!In a pod&bearn.two odj*Qwt Note 11- FramkV gyaorns at sorem*ryi.and glass roms we=*W"b be nAin tam masteencs
to ow mobft I tiomc no iiame spari tab"can be used as for"tat wal bum For cornpumits.W"loads am lwwd as minus kw&fix roA wW plus kwds for walls.To convert above wind TYPICAL SLOPED SOLID ROOF ENCLOSURE FILE ( OPY
burtli waill beam we to carrier beam table.The pod"be sb:W kV 0 Mis mainud mWor as Weds to'C'En"re"&muttilily by 1-4-
a minimum be a r x 3'x 0.0W with an lir x Z's 0.04C lines braw at sach and of to basm If dw Note 2: Per Ube 2002.4. SCALE. N.T.S,
posts Pro sat In concials footings(per bible L4)dw knes brums My be alimilrotecl.For carrier beam Note 3: Per tW@ 2002-4.
for$�rowd.we W3.18?-I.& Now 4. Per parWaph 1606.1.4.1 use ASCE 7-95 Table 6-2. ALUMINUM ROOF SYSTEM HOST STRUCTURE OR
Nab 5: Per tabie I W62A. PER SECTION 7 FOURTH WALL FRAME 2 < UU
M For nwbh I mareAsclixed homes built after 12N.structier"may be g1ladiod.provkIed ft projed
Convwzion Table 3A Wlrid Zons Cowwrarsims for Scineen I VW Roorria, 0 p a
killows to PLW providW In MA manual.The contractor I owrw stiall parvi"verification Mal to Frm 126 VM Wind Z"to Othen; RIDGE BEAM(SEE TABLE 11.6 USE BEAM TO WALL DETAIL 0 Z C)
structural system of Ihe host shictum Is adequate for the addition to be attadwd P Etick�d Rooft ratommy Entk-w�"d &ft FOR SCREEN ROOMS OR U
d.Any atiacinirrient M wasirwit more lijan I w from a mobile I ffisnufactured hwo WAR"npqik*aft WkW 2wo Appftd Lmw oWkdjan 8"tV Appluie LoW Dw� BwWk* TABLE&1.7 FOR GLASS 0
034,L
specific w4nowks. w*1 tL. (d) (b) Ft. 04 ROOM$) z Z
100 is 1.13 1-20 1* 1.12 1.18 FILE COPY
S.S-fim I contains 2W labla ard to alledwriant details fat pars and=0090 P-AL 1'00 1.00 r14 -7w- 1 0 V)
1AE I A P P R o v-D
__123 24.2 0.911 00 14.8 WE 0 LU
0 =) z <
Sonien waft between i%xisting walls,floors,and oWkV"be allowed and spans"be figured to 140 af 0,91 4,86 Is 13'a -6.0 H 2 ED C)
same as odw scirven walls. A 6.w 0-0 v DAY cn LLJ
T.When using TEK scirms In Neu of S.M.S,kwW scrims mud be used to compensated tar drill headL Conyw*km 38 V"zww Comferslans spa"-f-r-l-gs Room$ BUILDIf,4G 0,:FiCE 06 UU
V)
9 to moblet I rnaralactured burns rimmutiicturar owtdi"in wftV 0*dw motift home may be attached R01111 126 Mini ww Zola w atom
U) ix LU z
to.Own s'lourth wWr is NOT niquitaij IDEC
VMW Zorw Applied lAW DdWdW &wWipv ApOW Umd &wAny Affawl L"d Deft9dw a-vilk's Ui 0 C,4 0
I-ho valocily Wnkane zor-m ft mk*wm fin load I applied bad"be 30 PSF. 4
its /T
ov A14 PL) 144 -ML-FLL I'll psi (D LL 0
`10-I'm frwnwq of existim lawroorn was to Mow"ww0*3 orgow sh"It"9VA be- mplistied 100 20 1�13 LA 17 1.12 Cie 2 1 AW AT 0410
120 20 1M r24 115 1" A* 1.00 Uj
with Ow detalls of 10s diapter Cn
23
2" --rm--0- P '97 0.
30A 0,110 0.86 2 2 'BY U�
123 a of C'q
I I AM specified anction am baud on an anclosed buWkV with a 1 if projectioin and a Z over hung for up to a a-" 32 0.20
_.2.40 38 91 00 33 0-00 0.86 TYPICAL GABLE SOLID ROOF ENCLOSURE wl
wind V*kK;Ky Of 120 MM im 46 1116 0.80 30 DAB 0.79 30 OAS 0-
1Z Spans rnay be Interpolated between vWusa buit not 4xuapolatsd ciftide values. Convemlon Tab�W 11C Wind Zons Comrorsl4ma for Carimsion Multipliers SCALE-. N'T.S. Z Z I-
Over Mang I Mazinwro Cardilevair from Expasuis Category V to V LU
LU
From lag VM Wbtd Zow 10 Glows Any wkW zwo ::) 0
SELECT EDGE BEAM FROM PwUM F EAckwW R-ft -J LIL
TAME 3.1.1.3.1 Z 3.1.3 AND I z"^POW Law DowkwCom 114 R E: C E <
1W FOR OR 11.4 -!m CITY OF ATLAN!'�"'
_2oo L12 10 'v,
UPRIGHT 120 36 1,00 . 1.00
LENGTH I,xr __123 42.t ow 0-05
D.w 0,15 w
VA�is MIN,3-1/r SLAB ON GFLADE so 024 iK] DEC 14 2004
OR RAISED FOOTING
Now For V exiaxawas In 110.120 mW 130 MPH wird=os mulliply spam Irm rwpodive tables by 0 us
TYPICAL GLASS ROW WFTH SOLID ROOF` FOOTINGS SEE DETAILS for deflection(d)or 0.85 for bwx*V(b� FILE Cop y 116
TYPICAIL MONTVIEW FRXMING1 ME V21,ZZ Z3) gli
IHEIGHT 10 UPRIGHT IS I11EASJURED FROM BY: 449<f- i
TOP OF Vx r PLATE TO BOTTOM OF WALL BEAM)
SELECT BEAM FROM TABLES .......
FIL E COPY 'LW LOAD WIDTH &3.1.5 -9
FOR ROOF BEAM CONNECTION LU
FASCIA ALLOWED Uj 06 -
-1prz!�4 'Prz Oita
SIZE BEAM AND UPRIGHTS (SEE SECTION I FOR DETAILS) BEAM SPAN KNEE BRACE(SEE TABLE 3.3) X
PURSUANT TO PROVISIONS OF THE FLOP-IDA DWARTmENT OF C.) LL
(SEE TABLES) USE W/2 r
FOR BEAM SIZE) KIC*iwAY SAFETY L MOTOR vEKCLM DIVISION OF MOTOR
VEHICLES RULE lSC-Z THE SPAN TABLES.CONNECTioN LD
SEE TABLE 3.1.2 FOR SCREEN POST SIZE(SEE TABLE 3.3) DETAILS.ANCHORING AND OTHER SPECIFICATIONS ARE
SOLID ROOF FILE COPY RUOMS AND 3.1.5 FOR GLASS DESIGNED TO BE MARRIED TO CONVENTIONALLY
NO MAXIMUM IE: a )..- CONSTRUCTED HOMES AND I OR MANUFACTURED HOMES ANO
ROOMS AFTER COMP=40
(ELEVATION SLAB OR GRADE) I W LARGEST VALUE MOBILE HOMES CONSTRUCTED AFTER igaii.
P a PROJECTION FROM BLDG.
V ES LW a LOAD WIDTH
I VARIES
ArET I I
r THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE
NOTES: IF VARIES TYPICAL SECTION"FOURTHO WALL FOR ADDITIONS BASED ON THE LOAD REQUIREMENTS FOR THE nORIDA.
IANCHOR 1'x Z'OPEN BACK EXTRUSION VW 114-z 2-1/4-CONCRETE FASTENER MAX OF Z-V O.C. ADJACENT TO A MOBILEIMANUFACTURED HOME SGu-than Xsire PTdUM,IX-0- BUILDING CODE 2DO1 EDITION.
AND W1 IN Ir EACH SIDE OF UPPJC*ffWCHOR I-jr Z-To WOOD WALL W1#10 x 2-1r2*SXS.W1 SCALF- I/r-V-V
WASHERS OR$10 X 2-11r WASHER HEADED SCREW Z-V O.C,ANCHOR.BEAM AND COLUMN -je"t-vi T U01w
INTERNALLY OR W1 ANCHOR CUPS AND(2)90 SCREWS W1 WASHERS @ EACH POINT OF
CONNECTION. cac(114RI3 Aj
2-SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P12 OR P/2*O.K Extrusion SWrig Table- 21(03
3-SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL
BEAMS FROM TABLE 3.1.5 USING P12 upr4ahl$46 MAIL 040M Sup Knee Brow JOB NAME: EET
T K r X 0.0ar r lor rxzzo�mr
4ANCHORS aAsEO ON 120 MPH WIND VELOC".FOR HIGHER WIND ZONES USE THE FOLLOWING P.O.Box 044��
CONVERSION: w x r,0-DS9r r Zr r IT x 0.0w Jat-juorivifle,FL 32-2'M ADDRESS:
M2 1 $12 1 7 X r X 0.0er r z r SAA rzyxanw 1
Y X r X D.Dgr z r&A.S. r XT x G.Mw
TYPICAL SCREEN I GLASS ROOM r9r10-12r r x r S.M.5- rxrxo-mr
SCALE. lira V-V DRAWING FOR ONE PERMIT ONLY OF 10
STUD TABEE
Stud Spacing for Exterior Load-Bearing Walls
ELOCKINO RZGVIRED Ceiling No. 2 EPP No. 2 9YP No. 1 SYP
2X4 BLOCKING 0 BETMEN OM166ERS Height
SWEATWIW-2 JOINT HURRICANE CLIP
4' FROM &A5LE 2x4 OUTR*GER Z-1-1-2,1, OR EQUAL 2x4 I 2x6 2 2 x4j__2 x___6___
C. ;;Z_.C. _16,"_0__.c. 24 o.c. 1 __24"_o__.c.
1/16' STRUCTURAL U-HA 16 6"O.C.
,,-2x4 OARnE loft. 12"CI.C. 24"ox. 12"o.c. 24"o.c. 16"ox. 24"o.c.
ROOF; SHEATHING MAFTER CONT.
END 46" O.C. 0 454 O.C.
"GER 11 ft. N/A 16"o.c. N/A 16#1 O.C. NIA 24"o.c.
SHIW-xLE STRIP 12 ft. N/A 16N O.C. N/A 16"-o.c. N/A 2-4-"_.o.-c.—_
r-A5CIA 13 fi. N/A 12"o.c. N/A 16"o.c. N/A 16"o.c.
2x4 X-BRA(:E 14 ft, 16"0- -c.
810, O.0 TOR CHORD OF N/A 12"o.c. NIA 12"o.c. I N/A j
__�GA15LE END TRU55
2' PRCq* 3 1/2' Note: This table applies to structures with mean roof height's<25' and
4 Zoi
?x4 5C-AB 0YERHA" CONT. 2x4 SCAB constructed in a wind zone of 100 mph or less.
FROM TOP TO iv" eows aoi co&,, "o.c.
CONT. T01P BOTTOM CHORD
-in—BOTTOM 0 X-5RACING ROOF SHEATHING
CHORD 0 (PROVIDE Structural Notes F
FROM CxAe L E ADDITIONAL 2x4's *--Top CHORD
I AT VERTICAL IF
'3) 12d NAILS 1110HIER THAN 45% 1. All laps in top plate shall be a minimurn of 4' and nailed with 12 - l6d common flails,
TYPICAL A TO FORM AN *L'
X-13PLACIN6.3 SHAPE) DOUBLE GAME
_X0
T '2x4<5CAB 1 2. All shcarwalls shall be nailed at EQ�r ' ox. as noted on all edges and 12" o-c. Intermediate
11 TRUSS
. T-VERT. WME15 15 Tof- OQ,,,L_ Tq-usjL '170 with 8d commons (Q.O.N.). Block all unsupported edges with 20 flatwise blocking.
NOT F17RESENI Ckwe>LF PLATr_ -/Icof com _9=0M CHORD
Shearwalls shall be 15/32" CDX or 7/16" OSB. BLOCKING OF TRM
0-C MINN--mom
__BOTIOM CWOFFJD OF I All gable ends shall be balloon framed or framed and braced per attached detail. CEILJW D1WH1W1A___/1 It AW*-'m Top K&ra .1110d com
CsA15LE END TRUSS
CONT. 2x4xS' &2 SYR 2:x4 TOP PLATE 4. Strap licider Studs to double plate with TPP6/4 at each end of header and nail with elglit(8) -
LATERAL BRACE
111 481 Oc. 2x4 5TUD5 0 1 Od common nails(U.O.N.), XNrtrkl0f,
UNBRACED LENGTH OF X-BRACING MAY 2x4 BLOCKING 0 5, I-leader studs and header cripples should be nailed together at 6" o.c. w/16d staggered. Clip re>,A)Aofr-rjQAo0' e goof
NOT EXCEED 10 FEET. IF LENGTH DOES 48' O.C. BETUEEN_/
GABLE AND FIRST unit to shoe plate with one (1) TPP6M clips and nail with eight (8) - 10d collillioll flails
EXCEED 10 FEET, ADDITIONAL SCAB TRUSS (u.0,N).
IS REQUIRED. 6. All window and door components iinust withstand a 100 MPI I wind load.
7. All connectors are SEMCO or equal (U.O.N.). SEMCO TPP4 32"Orc,
8. Foundation design is based oil a minimum soil bearing capacity of 2000 psi'. DouBL& P%-,krr--
PLATFORM FRAMING; G,45LE END n_- ZX415 svp
9. Design wind loads are based oil SBCC1 Section 1605 with a wind speed of 100 niph.
7/1(, 0.5(3 !6NIEAT-&4jNGr - ,oVA14.40 e C"Odo
ALL HEADERS TO BE (2) 2X 10 NO. 2 ojY ALL suppoers w/ja 01 C_.DAA 611. qJ 125,
OR BT Syp. I_STORr I
____ �(2) 2X 12 FIRST ;L.K + 'rAV56E4G, .4.4 10 0. C, 0
FLOOR AND(2) 2X 10 SECOND FLOOR TPP
r-T?i>4 NO. 2 OR BT Syp Z3 r RY (U.O.N.) 0 < 18 10 d COM,
NAI L
HuRiRILANE C-LIPS- AS M07'E4 k>-W*O IN SUL 0
1/36" C4�$Ljw(, 80AR0 2K + SPF S7'vos
TYP" r-AL C�()-Zx4'5 SVP
5Em(_v TPP4e --_S2'o-c, _0ETAit__ov TPP4 Ci-jP
�NAIL W/0 -109( C&A&)
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MAP SHOWING BOUNDARY SURVEY OF
LOT 75, SELVA LAKES UNIT TWO, AS RECORDED IN PLAT BOOK 43, PAGES 11, IIA
OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA
CERTIFIED T(>
MICHAEL J. FREEMAN AND KELLY A. WHITESIDE
COUNTRYWIDE HOME LOANS, !NC,
STEWART TITLE GUARANTY COMPANY
SELVA LAKES CIRCLE
(60.0' RICMT OF WAY) 0EC 1 4 2004
S 06'45'00' E S 09�o4'31' E 1'3.79'
21-22- (PLAT) (CHORO)(PLAT)
S 00*40'14* E s 08651851' E 14-02' ;-jv
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POWI OF CURVATURE W.D 1/7. PON PIPE
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NO IDENTIFICATION IN CONCRETE
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NO IDENTWICATION N N*35'300 W NO tKNTIFICATION
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N 06*45'00" W (40.0' RIGHT OF WAY)
35,00- (PLAT)
NOTES: !E0'PTrO BY
LEGE140.
R . RADiUS X FENCE
- LENGTH CONCRETE
NuTES: 3 VOO* E REVISIONS
I BEARINGS ARE BASED ON THE BEARING OF ---N-15-21-------- ALONG THE
NORTHERLY BOUNDARY LINE OF SUBJECT PARCEL DATE IDESCRIP71014
2 By GRAD-41C PLOTT'NG ONLY THE CAPTIONED LANDS LIE WITHIN Ft.00D ZONE ----X----. AS SHOWN ON THE
NIATP�kt$��, �Loot 7NSURANCE I,'AP DArE0 APRIL t7. l9ag COMMLINiTY M1,URF0 17r-)0.7�' PANF, 0001 D
3 THIS SURVEY REFLECTS ALI, CASEMENTS ar RIGHTS OF WAY AS PER RECORDED PLAT &/OR TITLE COULAITIM111,1R
F SUPPLIED UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UD SIGNED
4 THIS SURVEY NOT VALID WITHOUT THE ORIGINAL SIGNATURE AND EMBOSSED SEAL OF THE CERTIrItING SURVEYOR
J013 # 24176 1 DATE OF FIELD SURVEY: 04-26-04 DATE OF ISSUE: 04-29-04
SCALE: I" � 20'
CERTIFICATE
2522 Oovk Street I m(REVY CERTIFY THAI THIS SURVEY WAS MADE UNDER MY RESPONSIBLE �HARGE
Jacicsomville. Florida 32204 AND MEETS THE WWOWUhA 'itCHMCAL STANDARDS Aq SCI FORTH BY THE F.0*10A
(Phone) 904-389-59ag SOARD OF PROFESSIONA'� "W"S AND MAPPER$ IN CHA-TER SICII-6, 'LOWDA
(Fox) 904-369-6175 ADMINISTRATIVE C RS11ANT 10 St"10" 412 $TATUTIES
CHARLES K, MC INTOSH
REGISTERED SURVEYOR ArND MAPPER III 55C2 S,ATE OF F�WDA
LICENSED BUSINESS 6702
LAND SURVEYS 0 CONSTRUC11014 SURVEYS 0 SUB'DiVISIONS,
Jgb: (5-3202) LOT jai 8*0* KNEEWALL 16- QEPTH - THIS DWG. PffPAAED FROM CRM.PVTEA INPUT (LOADS 6 DIMENSIONS) SUBMITIE0 BY TRUSS WR
TOP CHM 2x2 SP 12 N ALL PLATES AAE M EXCEPT AS NOTEO,
801 CHORD 20T2 SP 12 N
WEBS ?xP SP 03 NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN, IT CANNOT BE USED
UPSIDE DOWN, TOP OF TRUSS MUST BE MAIIKED BY TRUSS FABnICA10n,
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PLY. TYP.-ALPINE DESIGN CRIT-TPI OTY 3 TOTAL IN 3 REV. 17.2m SCALE -0.5000
""Is, INC, 5 FKQUIAE fIllet"F C— 11/29/95 TC LL 40 .0 PSF REF
" HANDLING, flwcllom
I MPORTANT x x SALIPtILPENENIG KINE011EKSOPO"ISLE FOR ANY WARNING :' AND
OEVIAI ION tFON THIS DESIGN St VECIF "
OR Ott ICAIION& OR AkV GRACINA TICE"IM-21 21 OPT SEE THIS DES I" TC OL 10.0 PSF DATE 11/29/95
"'ILURE 70 SUILI) IHE I"S IN CWCAKANCE WITH QSFU GY TPI, FOR A0I)III04&VECIAC PERORAMINI ORACIWp RE
AL INt CONNECIM"AOIE MADE OF MA GALV. SICEL HEVING ASIN GUIRENENTS. ORM OTHERWISE INOTICATE0, TOP 8C OL 5.0 PSF ORWG
A2 OR 0 fJIaPI AS NOTED. APPLY CONNECTORS 10 EACH FACE OF CHORD IIHALL IN LAIMALL1,11RACE0 wilml PROKA 5606 s
NO LO&ESS 01HERVISE I.00AIfO ON THIS 9*216K POSITION LY AITA04ED PLT"M 1114FAIHING, sallom CHOO : EIC LL 0 .0 PSF JRK
STATE OF TOT-LO. 55.0 PSF O/A LEN. 8-0-0
Owaft W/APPL CAKE PIWIV OP4 Of NO$0; Ipl, AN Ej&IW.tOI*5 ALPINE TECHNICAL UPDATE 17/1/611 TOO PROPER
11PPLMAVION. fiPINIS14 A COPY Of THIS
mAk a" Hns onAviw,Amin To THE compowmi ouscico HERE DRYWALL 0 9 JOUR.FAC. 1 .00
IN ONLY. AND StALL NOT K$0010 UPON IN ANY OTHER WAY. OFSTCH TO INE TAL19S tRFCII0H C(MfRACTOR - I
CIDOOMECT13"s PER MANIA" 150& I"A-F. DESIGN StANDAROS 111114 POOPEOILY ATTACHED Aldt*Ctit ING Xt
C I
jQbm (5-3aQa) LOT 121 � Fj 13-4 SY42 jJJ15.OWQ. PREPARED PROM CDMJlgft ItUT (LOADS C QIMENSLQU JUOMI I JED BY TRUSS MFR.
TOP CHORD 4:2 SP :2 N EFER TO DRAWING A150 FOR TYPICAL PLATE LOCATIONS.
001 CHORD 4 2 SP 2 N R
WEBS 4x2 SP f3 1AUSS DEFLECTION MEETS L/999 LIVE AND L/936.98 TOTAL LOAD.
4 2X6 #3 HEM-FIA OR BETTER CONT.INUOUIS STRONGBACK. ATTACH
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. It CANNOT BE USED To EACH TRUSS WITH 3-30d NAILS. STRONGBACK MATERIAL TO
UPSIOE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR.
A RIGID CEILING OR CONTINUOUS LATERAL BRACING AT 24,00' OX.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
PROVIDE HANGER AT RIGHT END OF TRUSS FOR 733.34 LOS,
I
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4 ( 3X3 3X3 1 4 1 (4 3X3 3X3 3 6
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PL TYO.-ALPINE DESIGN CRIT-TPI QTY 2 TOTAL - g REV- 17,3s
ALPINE INITtWEAEO PqOMXTS. INC TALISSES PEOUIPE EXTREME CARE 10/24/95 TC LL 40.0 PSF REF
x I MPORT ANT x IT BmAL, NOT BE RESPONSISLE AM MR WARNING so, HA-wims. ammom AND 11111
v 210E
DEVIATION FROM THIS DESIGN OR INESE SPECIFICA11ORS, 00 ANY §W9NG. SEE HIG-21 BY VPI. Rif THIS DESIGN TC OL i0 -0 PSF DATE 10/24/95
F AtLURF 10 BUILD THE TRIAS IN CONFORKANCE 141 IN DST"BY IPI ran soollio"AL spEcIAL PFRKANENI OQACINS AE
ALPI CONNECIORS ARE KAOF OF 206A GALV. STEEL MEEIINS ASIR OUJAEMENIS LoNLESS Ol"EMISE INDICAlkl). TOP BC DL 5.0 PSF QAWG
NE
A44S.0 EXEPI AS NOTED APKY CDNNL'CyQRS 10 EACW FACE OF CHIM SMALL K LATERALLY BRACED Wifif PROPER 5606
1"S AND LINLESS OTHERWISE LIKATFO On THIS DESIGN. POSITION kV AFIAOXO PLYN SHEAlHING. MOTION C Bc LL 0.0 PSF RAG
NG WITH PAWCALY AtWHEQ RIGID CEII "ORD of -
tONNECTORS PER GRANT 3 130, 150 9 ISOA-F. DESIGN STANDARDS ING .. SEE : STATE OF
CONFORM 00APPLICAft-E PROVISIONS Or WS 9 4PI. An FNQINffA*& aLPtNE IECWtM UpGAIE (IIIJ911 (OR PAvER S ITOT.LD. 55.0 PSFIO/A LEN. 13-4-0
$EPA ON 1019 DRAWING APPLIES 10 INE CO"PON9NI OlEP9ClfO HERE OMAtt APPLICATION. FURNISH A COPY Or THIS RIO 9.z
114 ONLY. AM 11"ALL NOT K FIELIED L14M IN AIM OTHER WAY DESIGN To I ram EKCIIGN CONIA&CIOR. t1l JOUR.FAC. 1 -00 1
to t'unf. '�
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lop CHORD 4:2 Sp :2 N REFER TO OAAWING A150 FOR TVPICAI PIATE IONS.
001 CHORD 4 2 SP 2 N
WEDS 4X2 SP 63 TRUSS DEFLECTION MEETS L/999 LIVE AND L/940,19 TOTAL LOAO.
4 20 3 ItEN-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH
NOTE: THIS TnUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED To EACH TRUSS WITH 3-10d NAILS. STAONGBACK MATERIAL TO
UPSIDE DOW, TOP OF TRUSS MUST BE NAnKEo ey TRUSS FABRICATOR, BE SUPPLIED BY ERECTION CONTRACTOR.
A RIGID CEILING OR CONTINUOUS LATERAL SPACING AT 24.00' O.C.
MUST BE PAOPERLY ATTACHED TO THE BOTTOM CHORD-
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PL Y .-ALPINF- DESIGN CRIT-TPI QTY 10 T2TAL - 10 REV. 17.3s CALE M5000
NF ENSIKEPED 11110011.01:11L PC 10/24/95 TC LL 40.0 PSF AEF
xx I MPOR IAN TXX*3LKPkl, Ao$ K RESPONSIKE ft..' WARNING It "ANDLING'. vFxc)K,,D`W cAm "Jo
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DEVIATION 0`11014 IH:s DESIGN OR THESE 110KCIFICA110111%. 09 ANY. SPACING. $CC HjS-qj my sol $ft 1191S DESIGN
fAILUAE 10 111JILI) JE "Uss IN COWORMOCE WITH 09108 Gy IPI FOR AWIII04AL VtCiAL PlEnKAMEN1 BRACING FIE TC OL 10 .0 PSF OATE 10/24/95
ALPINE CONNECIUM AM MADE OF MA GALV. iltEL NECIONG AST14 QUIAEMENTS. IO&ESS 01HEnwisf INDICATED. lop BC DL 5.0 PSF OAWG
A446 CA A(XrtP1 AS WGIF0. APPLI COMMIF-ClOft 10 EAC14 fAC1 OF CHWQ SHALL K LAICAULT SnACF0 WITH RVKA 5606
IqM AND UKESS Q;l9nWIS(I OCA1170 ON 1141S DESIGN. PWI I ION LY AIIA04[0 PUP1011100 SHFATHINr, 90110M CH091) 13C LL 0.0 PSF RAG
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CONNECHWIS KIT 004110IMSS 130. 150& I"A-f. DESIGN SIA"DA81091 WITH PMKV&y AIJACIE0 atalo CEII ING — WE
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TOP CHORD 4x2 SP #2 N REFER TO DRAWING AISO FOR TYPICAL PLATE LOCATIONS.
GOT CHORD 4:2 Sp :2 N
WEBS A 2 SP 3 TRUSS DEFLECTION MEETS L/999 LIVE AND L/964.17 TOTAL LOAD.
+ 2X6 #3 HEm-FIR OR BETTER CONTINUOUS STRONGBACK. ATTACH
NOTE: THIS TRUSS MUST BE INSTALLED AS SHOWN. IT CANNOT BE USED TO EACH TRUSS WITH 3-tOd NAILS. STRONGOACK MATERIAL TO
UPSIDE DOWN. TOP OF TRUSS MUST BE MARKED BY TRUSS FABRICATOR. BE SUPPLIED BY ERECTION CONTRACTOR.
A RIGID CEILING OR CONTINUOUS LATERAL BAACING AT 24.00* D.C.
MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.
2 6
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PLT. TY4.-ALPINE DESIGN CRIT-TPI OTY 9 TOTAL----.2 REV, 17.3s RLOOM000
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DEVIATION 1`1110111 THIS DESIGN OR INE21 SKCIFICAIJONL 00 ANY SlUtINg. Ste HIg.91 @Y 1pf. SEE fills DESIGN TC OL 10.0 PSF DATE 10/24/95
FAILUAIE TO SUILO 104 IFLISS IN CONFORMANCE WITH OSIN BY IPI, I'VA ADOIFIONAL SPECIAL PEFIKANEHI SPACING FIE
ALPINE CONNECIORS AAE WAGE OF MA GALV. STEEL MEETING ASIN QUIRENE"12. UNLESS*lHfftt%E INOICAlco. top BC DL 5.0 Psr DRWG
A446 OR 8 EXCEPT AS NDIEDL APPLY CONNECTOAS 10 EACH FACE OF DIM SHALL SE LATERkLY S1wF0 WITH PROPEA tg
IMISS AM MIES11 OTHERWISE MATED ON this DESICK P01111ION LY AIIACHEO PLYWOOD SHEAIHING. 90110M C140M BC LL 0 .0 PSF RAG
CONNEC10015 M11 OUNINGS 139. 150 4 IftA-F- DESIGN STANOMM III I"F PLY AV$A*ItD AIGIO CMING -- SEE
STATE Of z TOT.LD. 55.0 PSFIO/A LEN. 12-7-4
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